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HomeMy WebLinkAboutzS-3975Setti M ti N I a M Z 0 U) Z LU F_ x LU LU 3: LU U) Q a LU 0 ♦� V LL / w cn / c� z w w Z_ C.7 Z w 0 U Z O N Z w X w Qf w w N `L Q LLI O =. Q:� Q CD':t� cV �ow Oo6r7O �rnrn w wwwM comma ZLLI ~ ~ Z w�� SITE DATA ADDRESS: 5311 NE SUNSET BLVD, RENTON, WA 98059 PARCEL NUMBER: 0323059028 PARCEL AREA: 261,360 SF LEGAL DESCRIPTION THAT PORTION OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTION, LYING SOUTHERLY OF THE SOUTHERLY MARGIN OF S.E. RENTON—ISSAQUAH ROAD (SUNSET HIGHWAY). SE 1/4, SEC. 03, TWP. 23N, RGE. 05E., W.M. FIR GROVE PARK SEWER 's FMCE O An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 D/ 51V Civil I Structural I Planning I Survey paceengrs.com EXTENSION OCTO B E R, 2017 SITE PLAN 1 "=50' 1 REVISED PER CITY COMMENTS DATED 10/4/2017 BM 10/5/17 NO. REVISION BY I DATE ►_1»:a SURVEYED: DESIGNED: DRAWN: CHECKED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CALL BEFORE YOU DjG 811 UNDERGROUND SERVICE (USA) + CITY OF FIR GROVE PARK SEWER EXTENSION R E IN TO IN covER Planning/Building/Public Works Dept. NE 13thl PI NE 12th St NE 1 1 th Ct NE 1 1 th St NE 16th St w LO SITE Ti 0 NE 13th St w SE 111 th PI N w a� N a> a th PI - 41 00 w SE 113th St SE 113th St t ��SEI14th St VICINITY MAP 1 "=500' SHEET LIST SHEET TITLE GENERAL C 1.00 COVER C1.01 GENERAL NOTES, LEGEND & ABBREVIATIONS C2.00 EXISTING CONDITIONS, TESC & DEMOLITION PLAN C3.00 SANITARY SEWER PLAN C3.01 NOTES AND DETAILS C3.02 NOTES AND DETAILS C4.00 COMPOSITE UTILITY PLAN OWN ER/DEVELOPE R/CONSU LTANTS OWNER: FIR GROVE PARK (HONEY CREEK ESTATES, LLC) 5325 NE SUNSET BLVD RENTON, WA 98059 BILL MARTINEZ 425.324.5853 CIVIL: DAN WESTLEY, PE PACE ENGINEERS, INC. 11255 KIRKLAND WAY #300 KIRKLAND, WA 98033 425.827.2014 DANW®PACEENGRS.COM UTILITY PURVEYORS SEWER: CITY OF RENTON WATER: KING COUNTY WATER DISTRICT 90 ELECTRICITY: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY TELEPHONE: COMCAST O TM qq O O C� 00 O O 0 O r O O M Z 0 U) Z LU F_ x W RECORD DRAWINGS W S-397501 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS (n Q LU DATE: 0 2017/10/09 FIELDBOOK: PAGE: DRAWING NO: 5325 NE SUNSET BLVD, RENTON, WA 98049 C1.00 FIR GROVE PARK SEWER EXTENSION SHEET: 1 OF: 7 LL PACE JOB NUMBER: 17430 ti M ti N I a i ti M Z O z w H x W W 3: N Y Q a o_ / w cn c.� z LLI W z c� z W 0 U Z 0 N z W X W Qf W W (N `1 wwwM comma Z ~ ~ Z =J W SE 1/4, SEC. 03, TWP. 23N, RGE. 05E., W.M. PROJECT LEGEND TEMPORARY EROSION AND SEDIMENT CONTROL NOTES EXISTING PROPOSED DESCRIPTION — — CENTER LINES RIGHT-OF-WAY LINES LOT LINES — — DITCH LINE FLOW LINE WATER LINE s Ss Ss SANITARY SEWER LINE SD SD STORM DRAIN LINE G G GAS LINE UP UP UNDERGROUND POWER LINES UT UT UNDERGROUND TELEPHONE LINES UTV UTV UNDERGROUND CABLE TV LINES UFO UFO UNDERGROUND FIBER OPTIC LINES P P OVERHEAD POWER LINES OHL OHL OVERHEAD UTILITY LINES 0 0 0 0 0 0 0 o CHAIN LINK FENCE x x x x x x x WIRE FENCE E E — ❑ ❑ ❑ ❑ — WOOD FENCE - - - - EDGE OF WOODS OR BRUSH CURB AND GUTTER — — — —1 40- — — — 140 CONTOUR LINE PROJECT ABBREVIATIONS EXISTING PROPOSED DESCRIPTION WATER VALVE HYDRANT m WATER METER Y ❑� ❑Q MANHOLES (SS/SD) ❑ ❑■ CB -o- POWER/UTILITY POLE GUY ANCHOR POWER TRANSFORMER ©0 POWER/TELEPHONE VAULT 13PMET POWER METER ❑ TELEPHONE/TV RISER M GAS VALVE ❑O GAS METER STREET LIGHT ❑H§�=❑ LUMINAIRE x x SPOT ELEVATION n SIGN o MAILBOX CQ ROCKERY CONIFEROUS TREE O DECIDUOUS TREE A + MONUMENT/CONTROL POINT SET MAGNETIC NAIL W/ WASHER WETLAND/STREAM BIOLOGIST FLAG TRAFFIC SIGNAL ALT ALTERNATE GV GATE VALVE PL PROPERTY LINE APPROX APPROXIMATE HDPE HIGH DENSITY POLYETHYLENE PP POWER POLE APW AMERICAN PUBLIC WORKS HH HAND HOLE PRV PRESSURE REGULATION VALVE POINT ASPH ASPHALT HP HIGH POINT PT POINT OF TANGENCY ATB ASPHALT TREATED BASE HWY HIGHWAY PUD PUBLIC UTILITY DISTRICT AVE AVENUE HYD HYDRANT PVC POLYVINYL CHLORIDE AWWA AMERICAN WATER WORKS ASSOCIATION ID INSIDE DIAMETER PVI POINT OF VERTICAL INTERSECTION BM BENCHMARK IE INVERT ELEVATION R RADIUS BOT BOTTOM IN INCH RG ROUGH GRADE BST BITUMINOUS SURFACE TREATMENT INCL INCLUDING RP RADIUS POINT, REFERENCE POINT BLDG BUILDING IRR IRRIGATION RJ RESTRAINT JOINT CB CATCH BASIN L LENGTH ROW RIGHT OF WAY CIF CUBIC FEET LB POUND RT RIGHT CIP CAST IRON PIPE LF LINEAL FOOT (FEET) SS SANITARY SEWER CJ CONSTRUCTION JOINT LS LUMP SUM SCH SCHEDULE CL CENTER LINE LT LEFT SD STORM DRAIN CMP CORRUGATED METAL PIPE MAX MAXIMUM SF SQUARE FEET CMU CONCRETE MASONRY UNIT MB MAILBOX SHT SHEET CONIC CONCRETE MH MANHOLE SIM SIMILAR CPE CORRUGATED POLYETHELENE MIC MONUMENT IN CASE S SLOPE CULV CULVERT MISC MISCELLANEOUS ST STREET CY CUBIC YARD MJ MECHANICAL JOINT STA STATION DI DUCTILE IRON MOC MIDDLE OF CURVE STD STANDARD DIAM DIAMETER MON MONUMENT ST STEEL E EAST MW MAGNETIC NAIL & WASHER STIR STRUCTURAL ELEV ELEVATION N NORTH SD STORM DRAIN EST ESTIMATE N/A NON APPLICABLE SY SQUARE YARD EVC END VERTICAL CURVE NIC NOT IN CONTRACT TOC TOP OF CURB EXIST EXISTING NO. NUMBER TOP TOP OF PIPE FF FINISH FLOOR NTS NOT TO SCALE TYP TYPICAL FIG FINISH GRADE O.C. ON CENTER UGP UNDERGROUND POWER LINE FH FIRE HYDRANT O.D. OUTSIDE DIAMETER UP UTILITY POLE FM FORCE MAIN OHP OVERHEAD POWER LINE VC VERTICAL CURVE FO FIBER OPTIC OHP&T OVERHEAD POWER & TELEPHONE VPI VERTICAL POINT OF INTERSECTION FT FEET, FOOT PC POINT OF CURVATURE W WEST, WATER G GAS PE PLAIN END W/ WITH GR GRADE, GRAVEL PI POINT OF INTERSECTION WM WATER MAIN D/ 51V (ii;% E An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey paceengrs.com I 1 1 REVISED PER CITY COMMENTS DATED 10/4/20171 BM 110/5/171 1 \lf REVISION 1. LICENSED CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES DURING CONSTRUCTION ACTIVITIES. 2. DURING WET SEASON, OCTOBER 1ST THROUGH APRIL 30TH, NO SOILS SHALL BE EXPOSED FOR MORE THAN 2 CONSECUTIVE WORKING DAYS. EXPOSED SOILS SHALL BE STABILIZED AT THE END OF A WORKDAY PRIOR TO A WEEKEND, HOLIDAY, OR PREDICTED RAIN EVENT. 3. DURING DRY SEASON, COVER ALL DISTURBED SOILS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS. SEED OR SOD ANY DISTURBED SOILS THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. 4. SEDIMENT SHALL REMAIN ONSITE. SEDIMENT MIGRATION ONTO PUBLIC ROW DUE TO CONSTRUCTION VEHICLE EGRESS SHALL BE SWEPT CLEAN. 5. BEFORE ANY CONSTRUCTION OR DEVEOLPMENT ACTIVITY OCCURS, A PRE —CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS PROJECT MANAGER. 6. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 7. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON —SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 8. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED IN CONTRACT PLANS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 9. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS OR RETENTION FACILITIES. 10. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN —WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 11. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 12. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 13. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET x 50 FEET x 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I AP P R I APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY RECORD DRAWINGS S-397502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL BEFORE YOU D;G 811 UNDERGROUND SERVICE (USA) DATE: HORIZONTAL: VERTICAL: NAD 1983/1991 CITY OF FIR GROVE PARK SEWER EXTENSION 2017/ 10/09 RENTON GENERAL NOTES, LEGEND & FIELDBOOK: ABBREVIATIONS PAGE: DATUM � DRAWING N0: Planning/Building/Public Works Dept. 5325 NE SUNSET BLVD, RENTON, WA 98049 C1.01 FIR GROVE PARK SEWER EXTENSION SHEEP: 2 OF: 7 ■ ■ V 00 0) O O O r IL N Z w H X W W W N Y a a LU > O w LL 01%1=161-A,11011II:34:M1F1r0k, O M Z O Z LU x LU w LU 3: LU U) Q a LU O ♦w V w LL V W4 CL / w N C-D z w w z cD z w / in z 0 N z w X LLI w w W U) Y a LLI o Q:fa CDtDg Q:fooW C� C.9 O �rnv� L;j L,..i L,..i M LLI WHOI J Q OJ N SE 1/4, SEC. 03, TWP. 23N, RGE. 05E., W.M. \\ \ EXISTING FIRE H�DRANT I / .000 l 1 I / 475 0 EX. 8" DI WATER MAIN / — 1 � —f ` J 465/ \� to / CONSTRUCTION / III IIII REMOVE CLEANOUT, EXTEND ENTRANCE SANITARY SEWER PIPE WITH \\moo \1 \l \\ \\\ \�\—�/ I I \� / I III 1 IIII LIKE MATERIAL AND SLOPE EXISTING FIRE HYDRANT Iry v\ vv \l b \ 1 I I III EX. DRAIN i 470I it 1 1 I III 11\ FIELD TO BE \ V A V I I 1 1 1 1 I III I ABANDONED CC f� 9 o III I III \ ABANDON AND CAP I \ \ -H \ I \ --------- RENTON=/SSAQUAH RD I I I 1 I \ \ N \ \ _; 1 I I III I EX. SEPTIC PIPE \ 1 001 I� \� �� — _ 11� I 3 4 111 1 1 \` —��J-� I 3 4 1 0 — \\ C \ Os EX. SEPTIC PUMP \ \ 3 O TO BE ABANDONED \ EX. DRAIN I II \ \\ /*/ II 1 \-1 I 1 2 3 4 \I V\ FIELD TO BE i >I \ \ ABANDONED I I \\ \ Il I \ III II b ASPHALT DRIVE 4 3 EX. SINGLE I — — I\4�s I I SILT FENCE, I ) \ FAMILY HOME I SEE SHEET C3.013 4 EXISTING SEPTIC (TYP) 4 3 TANKTO BEREMOVED I EX. SEPTIC PUMP TANK TO BE ABANDONED ABANDOrI AND CAP— \ I \ EX. SEPTIC PIPE `475� 1 H- `� 1 I CLEARING LIMITS \6S �, \ EX. DRAIN F LD TO BE 465 / \\ ABANDONED � y DEMOLITION NOTES WAC246-272A-0300 PERSONS PERMANENTLY ABANDONING A SEPTIC TANK, SEEPAGE PIT, CESSPOOL, OR OTHER SEWAGE CONTAINER SHALL: (1) HAVE THE SEPTAGE REMOVED BY AN APPROVED PUMPER; (2) REMOVE OR DESTROY THE LID; AND (3) FILL THE VOID WITH SOIL OR GRAVEL. SEPTIC MECHANICAL AND ELECTRICAL DECOMISSIONING PLAN O1 REMOVE ALL EXISTING MECHANICAL AND MCC EQUIPMENT. O2 DISCONNECT AND REMOVE ALL ELECTRICAL COMPONENTS AND SERVICES. O3 REMOVE SEPTAGE AND CLEAN WET WELLS. O4 FILL VOIDS WITH SAND OR GRAVEL OR REMOVE STRUCTURE IF NECESSARY. LEGEND —o—o—o—o—o—o—o— CLEARING LIMITS * * * SILT FENCE 2 C3.01 W EXISTING WATER SEPTIC TANK NOTE: MLM31-I CCJ VVILL DC r muviULU IIV I mr- rICLU I V r Mr-VCIV I J I UMM AND SURFACE RUNOFF FROM GOING OUTSIDE SITE PROPERTY LINES DURING CONSTRUCTION. O TM qe qq O O r V LO L!i \ 1 \ 41 � I — Cl) I BANDON AND CAP I I � SEPTIC PIPE I I I EX. TRAILER 1 � 1 s \ \ I I I I I HOMES (TYP) \ / c ,/ ~ ��_ Z 0 0 \�Jo ro Z s 'sue — �— \ \ \\ I > \ - - - - - - - - I (0 �\ `\ �� v \ �\ I 3 4 GRAVEL DRIVE _,. / (� N W --------------- ABANDON EX. ti F— `—o �'k 'k SEPTIC PIPE \ ,�� ��/ RECORD 661'f �? —' LU 1 t I �� DRAWINGS oc 0 20 40 80 LU \ 1 `4. Scale In Feet S-397503 U � LU rn P Q \ / ; ) 1 � �Q,o\ ( s� _ ✓t IN COMPLIANCE WITH CITY OF RENTON STANDARDS U) 01 �4 1pyhom CALL BEFORE LU YOU DjG 811 ftw-ft. oAn Engineering Services Company UNDERGROUND SERVICE (USA) Q tij SURVEYED. SCALE: DATE: O VERTICAL: NAVD 1988 • 11255 Kirkland Way, Suite 300 AS NOTED HORIZONTAL' NAD 1983/1991 FIR GROVE PARK SEWER EXTENSION 2017/ 10/09 W DESIGNED: CITY 0 F EXISTING CONDITIONS, TESC & f Kirkland, WA 98033 PRIFlELDBOOK: l♦'wJ 4340 p. 425.827.20141 f. 425.827.5043 DRAWN: RENTON PAGE: �/ SIONAL . ' ' ' ' ' ' ' ' ' ' . ' " ONE INCH DEMOLITION PLAN DATUM DRAWING NO: w If Civil Structural Planning Survey 1 REVISED PER CITY COMMENTS DATED 10/4/2017 BM 10/5/17 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 5325 NE SUNSET BLVD, RENTON, WA 98049 C2.00 — D/ 5117 F NOT ONE INCH paceengrs.com SCALE CALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: FIR GROVE PARK SEWER EXTENSION SHEET: 3 OF: 7 LL PACE JOB NUMBER: 17430 ti M N I a i M Z O U) Z LU H x LU LU 3: LU U) Q a LU O CD LPL LL a / w / c� z w w z z w 0 U Z 0 N z w X w Qf w w N `L Q w oM C� rn� �ooLLJ w O MO j_ w wwwM comma ZLLI ~ ~ Z wcl:f .. _.. _.. _F '' CONSTRUCTION SEQUENCE: 1.) CAP EXISTING DRAINAFIELD DISTRIBUTION/PERF PIPE. REMOVE EXISTING CLEANOUT OBSTRUCTING PROPOSED LOCATIONS OF MH-2 & MH-3 2.) SET MH-2 & MH-3 3.) INSTALL PROPOSED SEWER PIPE PER SPECIFIED MIN. SLOPES, THIS SHEET 4.) DISCONNECT & ABANDON EXISTING UTILITIES PER DEMOLITION PLAN NOTES, SHEET 3 OF 7. GENERAL NOTES L\ / I EX. 2" WATER METER CURRENTLY SERVING TRAILER HOMES. COMBINED SERVICE PROPOSED. A, I-, I -A PROPOSED 15' PUBLIC SANITARY SEWER EASEMENT SE 1/4, SEC. 03, TWP. 23N, RGE. 05E., W.M. EX. 5/8" WATER METER CURRENTLY ss \ SS SERVING TWO SINGLE FAMILY HOMES. -- -ss \ TO BE REMOVED. -� ,--�77-C_.` EXISTING 8" PUBLIC SEWER MAIN / -460- (S-3152) EX. CLEANOUT @ PROP. BNDRY I , I I `Ij RIM=464.1 ) MEASURE DOWN=12.5 I ✓� \\ a / �/ / IE=451.6 (ASTER PARK AS -BUILT) MH-1 TYPE II-60" (PUBLIC) NEW I /7= v/ 1 INSIDE DROP MH � / PROPOSED MH-2 TYPE II-48" (PRIVATE) // / SEE STD PLAN 402.2,SHEET C3.02 SHALLOW SEE STD PLAN 400, SHEET C3.02- RIM=464.3 OPTIONAL IF APPLICABLE rJ DESIGN IE=459.0 (IN) RIM=466.9 o' DESIGN IE=451.9 (OUT) IE=461.0 (IN) PROPOSED 8" PRIVATE SEWER I IE=460.9 (OUT)- r1h 1 0Of MIN SLOPE 51 ' IE-461 0 (IN) Wf �o i . - .. - .. 465 l I \ PROPOSED MH-3 TYPE II-48" 5 (PRIVATE) I RIM=471.5 IE=461.6 (OUT) C3102 �I I\ 145TH PL SE ------------ CO-1 r� PROPOSED CLEANOUT IE=463.5 /0_ - - - - - --0 - - - - - - - - - - o I 5 - - - - - - - - - - 4� - - - - - - - - - - - - - SS ss ss I o- = _ - - - - = _ , CO-8 I r - - - - - - - - - � - � PROPOSED 6" CLEANOUT > - - - - � - - - - - PROPOSED 6" SIDE SEWER © 2.0% MIN. SLOPE -- \ - - - - - - - - - - - - - - - - - - - -0 - - PROPOSED 8" SEWER (PRIVATE) ® 1.0% MIN. SLOPE ------------ -- - - - 1\ 0 CO-2 PROPOSED CLEANOUT I IE=465.0 PROPOSED 6" SIDE SEWER ®2.0 9 MIN. SLOPE �J 2' Ml�. COVER �---------- 1 C"1 I` I .I I II` I \`il 1. CONTRACTOR TO VERIFY ALL CONSTRUCTED SIDE SEWER IMPROVEMENTS MAINTAIN SUFFICIENT GROUND COVER OF NO LESS THAN 2 FEET. 2. CONSTRUCTED 6" SIDE SEWER PIPE SHALL MAINTAIN A MINIMUM PIPE SLOPE OF NO LESS THAN 2.0%. 3. EXISTING SIDE SEWER SYSTEM SHALL SHALL BE FLUSHED AND CLEANED AS RECOMMENDED BY ENGINEER. 4. REFERENCE CITY OF RENTON SIDE SEWER INSTALLATION INFORMATION HANDOUT FOR ADDITIONAL CONSTRUCTION GUIDANCE. 5. PROVIDE MINIMUM 12" VERTICAL CLEARANCE BETWEEN CITY UTILITY LINES AT CROSSINGS. 6. SURVEY ACCURATE ELEVATIONS AND DISTANCES SHALL BE PROVIDED IN THE AS -BUILT PLANS THAT WILL BE PREPARED BY A LICENSED SURVEYOR AFTER CONSTRUCTION. 7. WATER SERVICE IS NOT PROVIDED BY CITY OF RENTON. 8. WATER REVIEW IS NOT PROVIDED BY CITY OF RENTON. / "6" 's PACE O An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 A 425.827.2014 1 f. 425.827.5043 D/ 51V Civil I Structural I Planning I Survey paceengrs.com ------------- � � 1 CO-9 S� PROPOSED J 6" CLEANOUT 4 � ss ss I I I PROPOSED 6" SIDE SEWEI ( I I l 2.0% MIN. SLOPE CO-10T ------------------------------------------------------ PROPO � D CLEANOUT ----------------------- RIM:5;474.1 can P III VA S WE ------- r @ .0% MIN SL PE I I � ss s Ss I I �h _ - J EXISTING CLEANOUT --� - RIM=475.6------- i / PROPOSED CLEANOUT - - - - - O- - IE=472.2\ QIi / CO-7 I PROPOSED LE�NOUT I I - - - // = Q v CO-3 RIM=476.3 DESIGN IE=472. L -_ \ -H 1 PROPOSED II CLEANOUT coo IE=466.9 I N PROPOSED 6" SIDE SEWED/ I / ©2.0% MIN. SLOPE 2' MIN. COVER I Il --- O /�/ - - - - --- i CO-5 \�� PROPOSED CLEANOUT,- �� / ,-,-445'� �_j RIM=473.1 DESIGN IE=469.6 0)v PROPOSED CLEANOUT F_ tE-46$-.7 �� ✓ / �- / i /-455- /� � / EXISTING CONDITIONS MAP HAS BEEN GENERATED FROM GIS DATA AND A COMPILATION OF AS -BUILT RECORD DRAWINGS. THE INFORMATION SHOWN IS NOT SURVEY GRADE AND SHALL BE FIELD VERIFIED FOR ACCURACY. SURVEYED: DESIGNED: DRAWN: 1 REVISED PER CITY COMMENTS DATED 10/4/2017 BM 10/5/17 CHECKED: NO. REVISION BY DATE APPR I APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 0 HORIZ. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT. 12�REFERENCE BENCHMARK AND ELEVATIONS WILL BE SURVEY ACCURATE A AND PROVIDED IN THE AS -BUILT PLANS. l 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS LO WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING Oi BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND IM BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER Z GASKETED ASTNI D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. O 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES V) AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE Z MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED W AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. x Z RECORD Lu DRAWINGS LU 40 80 Scale In Feet S-397504 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS (n CALL BEFORE YOU D;G 811 UNDERGROUND SERVICE (USA) O M- CITY OF FIR GROVE PARK SEWER EXTENSION R E N TO N SANITARY SEWER PLAN Planning/Building/Public Works Dept. Q LU DATE: O 2017/10/09 FIELDBOOK: PAGE: DRAWING NO: 5325 NE SUNSET BLVD, RENTON, WA 98049 C3.00 FIR GROVE PARK SEWER EXTENSION SHEET: 4 OF: 7 LL PACE JOB NUMBER: 17430 ti M 1 ti N 1 a i M z O U) z W I— x W W 3: 'W v / Q a W O r� V 0i LL a w cn CD z LLI W z CD Z W 0 U Z 0 Cn z W X W Of W W Cn `1 W CD U-) W CV Lf7� ooW o n�^CD /o LMLJ LLI W W W :M comma < =J W L�(nL1� NOTES 1. CONOTFION OF USIF 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRED COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY L3E USED OVER NEVVLY$HEEDEP AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF G.03 MILLIMETERS. 22, IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM. RIPRAP, OR OTHER SUITABLE PROTECTION SMALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MOST RE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DIE TO ULTRAVIOLET RADIATION. IT MOST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED. IT SHALL BE COMPLETELY REMOVES. +Ix r1+ PLTB1,TC WQRIZS DEPARTMENT STD. PLAN - 213.30 MARCH 2008 NTL ASTIC COVERING An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey paceengrs.com SE 1/4, SEC. 03, TWP. 23N, RGE. 05E., W.M. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES, WIRE RINGS, OR E04JFVALENT TO ATTACH FABRIC TO POSTS. S MAX POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2'x2" BY 14 Ga. WIRE OR EOLAVALENT, IF STANDARD STRENGTH FAURIC USED FILTER FABRIC - -- MINIMUM 4'wW TRENCH — i BACKTILL TRENCH WITH NATIVE SOIL Xx4` WOOD POSTS. STEEL FENCE POSTS, REBA1;, OR FOLIIVAlFNT f is �' III-1T• T } f NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS- 1 L21 SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGHTHE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 1 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW- A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE J 21 L00 i1EVE SIZE(O.W-O.ISMM) FOR Siti FILM AUSIASiM PM1 SI 50-=NEVE S17C 0-30-0 1SMM FOROTWI R FABRICS WATER PERMFTTIVFTY JA5TM M11 0.02SEC"-1MINIMUM GRABTENSILESTRfryCifTIA-STMD46a1I 1SU LU. MIN FOR EXTRA STRENGH FABRIC 1M LBS. MIN. FOR STANDARD STRENGI{T FABRI C GRAB TENSI LE ELONGATION ASTM0402 N%MAX. ULTRAVIt11ATERES4STANC€ ASTMB&MS 704IMIN- 22. STANDARD STRENGTH FABRIC REWIRE$ WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE 13ACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2,3, WHERE THE FENCE IS 1145TALLEO, THE SLOPE SHALL NOT BE STEEPER THAN 211 1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE G WELL BURIED AND SECURE IN A TRENCH THAT STABiLkZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. I 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2, IF CONCENTRATED FLOES ARE EVIDENT UPHILL OT] THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND 3.3. T IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEL17-ATIDN OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS. REPLACE THE FENCE OR REMOVED THE TRAP SEDrMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS S INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEKTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. FPI-TR IC WORKS SILT FENCE STD. PLAN _ 214.00 DEPARTMENT MARCH 20D8 SILT FENCE NT 2 S elps-'%�AG vOP�p INSTALL DRIVEWAY CULVERT IF THERE IS A ROAM DE DITCH PRESS NT, AS PER CITY ROAV STANDARDS iZ' MIN. THICKNESS �__ 01 M1g Sh ,� DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGJNG OF THE ROOMWAY IT IS RECOMMENDED THAT THE FIN fk NCLBLGROWNEGSoTHAT RUNOFF GRAINS OFF THE PAD PROVIDE FULL WIDTH OF NOTES INGRE5SIEGRESS AREA 1, CONDITION OF USE I .1. CONSTRUCTION ENTRANCE SHALL ITE STABILIZED WHENEVEER TRAFFIC WILL SE LEAVING A 00N5TRUCTiON SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WrT-HIN 1.00 FEET OF THE SITE - GRAB TENSILE STRESN GTH ASTMD4752 200psi MIN. GRAB TENSILE ELONGATION ASTM D4632 30% MAX. MULLEN BURST STRENGTH ASTM 037K& 8LU1 400 P51 MIN. AOS (ASTM DA7S1j 20,45(U.S. STANDARD SIEVE SIZEI. 2. DESIGN AND INSTALLATION $PECIFICATION$ J 1 HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPF-CTQR MAY AT ANYTIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL 8E CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE, THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAWTENANOE. 3. MAINTENANCE STANDARDS 31 QUARRY SPALLS SHALL BE ADDED IF THE PAID IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. :i?. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE ! T{ EETS FREE OF SEDIMENT SHALL BE USED. THIS mAY INCLUDE STREET SWEEPING. AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH- IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR PONL7. 3.3, ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF rr NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 9.4, ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAL) AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE.(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. Y-._o STD. PLAN - 215.10 PLTRI,TC WORKS STABILIZED *Iy��+ DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008 STABILIZED CONSTRUCTION ENTRANCE NTS RECORD DRAWINGS S-397505 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CALL BEFORE YOU D;G 811 UNDERGROUND SERVICE (USA) SURVEYED: SCALE: DATE: DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 ' CITY OF FIR GROVE PARK SEWER EXTENSION 2017/ 10/09 RENTON NOTES & DETAILS FIELDBOOK: DRAWN: PAGE: � ONE INCH DATU M DRAWING N0: 1 REVISED PER CITY COMMENTS DATED 10/4/2017 BM 10/5/17 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 5325 NE SUNSET BLVD, RENTON, WA 98049 C3.01 IF NOT ONE INCH N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY FIR GROVE PARK SEWER EXTENSION I SHEET: 5 OF: 7 O TM qe qq O O ti v L�J N Z w H X W W W N Y a a w O t9 LL ITO=0]:lilk 11JIV, 1:1aIzMW1i161t, ► L M Z O U) Z W x W W W U) N� li Q a W O C� U. W 2 (n (.D Z_ W W Z (D Z W 0 U Z 0 N Z W X W it W w (N `1 Q W CD (Doow oo �rnrn /o ocw W W W LLI comma Z ~ ~ Z J¢O(W 7' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (315' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C--443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A, B, .C, D, Er 48" MH 48'' 1 5" MIN. I 5"MIN 1 2+4" MIN, 1 21" I.D. 54" MH 54" 1 8" M[N. 5-5" MIN, 24" MIN. 1 24" ].D. 5T MH 60" 1 B" MIN. 1 6" MIN. 1 42" MIN. 1 30" I.D. NOTES; 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS, 2. STEPS ARE TO BE rN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR QN1.1 BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEW]EP MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. 6. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE VATH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. � x o Sm. PLAN - 400.1 ■ PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT tn�,T SEPTEMBER 201I STANDARD SANITARY MANHOLE NTS RECESSED Not to Scale LIFT POCKET o t� FRAME n 3/4" LETTERING "SEWER" -O" I OIAMETER I 2'-0„ SEWER (2) BOLT SOC. (ALLEN HEAD) 5/5" -- 11 X 1,5 STAINLESS a E� rSTEEL REF. PART #00,381177 1 -3/16' 10-1/z" 8" CLASS "B" 5/8„ ASPHALT 1/4" 12-1/2"� - -T1-1/8' 2-1 /4" BOLT DETAIL CAST IRON RING AND COVER 45' (1/8) BEND 45' (1/S) BEND SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES, 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-O" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, STD. PLAN - 403.1 • PUBLIC WORKS ill OR 6" CLEANOUT AR4YELr DEPARTMENT FOR SANITARY SEWER MAIN ADJUSTMENT RINGS (2" MIN,) SEE NOTE 6 MORTAR JOINT(S) {3/8" MIN.} SEE NOTE 5 � 6 p SE 1/4, SEC. 03, TWP. 23N, RGE. 05E., W.M. MANHOLE FRAME AND COVER PER DRAWING 401, 6., ti 24" 1 io IF I 12" w m d >r V j 4" T 54" b •� v a as 'r o a 7 V 7 v b o 9 v 4" MIN. TO 12" MAX. D G., NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED- 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ❑NLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR T/2 BOND. THE USE OF SHIMS 15 PROHIBITED. 7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED {SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE, 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. IT. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE- ;N PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING- PUBLICWORKS SANITARY MANHOLE STD. PL&N - 40D.2 DEPARTMENT SHALLOW SEPTEMBER 2011 STANDARD SANITARY SHALLOW NTS W (SEE NOTE 7) LIMITS OF PIPE ZONE V1111111111i/ -oll BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL �v BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-013 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)r OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER A5 TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STIR. PLAN - 40S ■ PUBLIC WORKS PIPE BEDDING "PP "5 DEPARTMENT FOR SANITARY SEWERS a wti, wre 6rATE 8" OR 6" CLEANOUT PIPE BEDDING FOR FOR SANITARY SEWER MAIN SANITARY SEWERS P= E NTS 6 NTS An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey paceengrs.com EOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) t� R E NTDN SEWER COVER & FRAME PLAN VIEW 25' DIA. C635mm7I' 3J4' [191nn] } 8 3/4' L 2 1/2' I222mml 164mm7 TYP COVER SECTION VIEW 26 112' ILIA L673mm7 25 1I4' DIA 1/4' (bmm) DIA C27mm] NEOPRENE GASKET I r 6' f 115E aril 5/8' 23 3f8' DIA CL OPEN C16mm] E594mm] 27 5fI6' DIA C694rlml 34 1/8' DIA COVER BOTTOM VIEW (3) BLT S{]C. CALLEN HEAD) 5/8-11 x 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' I6mn] E27nrr] J f E3nm] II8' CR3m n] GASKET GROOVE DETAIL 1867mm] NOTES; FRAME SECTION VIEW 1, ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC- No, 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN - 401 PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 MANHOLE FRAME AND COVER NTS Al, L 1L,RN5 SHALI. By MEANS OF A WYE WITH CLEANGUT AND 45' BEND_ TWO 45' BENDS SHAH NOT BE 4" 13END AS REQUIRED (NO MCRE ACCEPTABLE- (SEE NOTE 11) THAN 45 BEND). EVERY 24D 4" CLFANOUT WYE 'MTti CHANGE IN DIRECTION OR GRADE 45. BEND AND PLUG. WILL REQUIRE A SuprACE (SEE NOTE 11) CLEANOUT WYE. (SEE NOTE 11) 7 s a Hr+USF o I HOUSE �I HOUSE oI HOUSE 3-0" FAIN, I: 4" SEINER PIPE SURFACE CLEANGUT 6"x 6-.6" WYE (SEE STD PLAN - 407) �_ �" SURFACE v CLEANOUT WYE (TYP]CAL) A" TEST TEE WITH �RL13C 4" SEWER PIPE, SEE NOTES 2 AND 3- MINIMUM LINE 512E FOR 4" WYE WITH rACE UP ❑T1iER THAN 5INGLE FAMILY IS 6•• L1 [TYpiGAL) PROPERTY LINE CLFANOUT PROPERTY LINE 3' MIN. u U fi"w 4" REDUCER ,a ? F F (TYPICAL) F MAIN SEWER LINE NOTES: x IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prior to lnstailbtlan of o sanitary sewer conneaflon, a side -sewer x FL000 LEVEL RIMS LOCATED 9ELOW TiiE ELEVATION pmm.t must he. purchessd from the City of Renton Puhllc Works o OF THE NEXT UPSTREAU MANHOLE COVER OF THE Department. PUBLIC SEWFIt SYn TEM. A BACKFLOW PRFvENTION ?t5 z DEMCE SUCH AS CLEAN CHECK EXTENDABLE q BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2. Types of pipe and ri tingB. treat con be used for sonlivy, sewers `n INSTALLED ghdll ba dppravcd by the Department of Public Works. Rubber or m nevprene gaskets v5 specified by the manufacturer, shall be - 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used an pints. TEE OF APPROPRIATE SIZE - "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND 3/4 THE DIAMETER OF THE DOWNSTREAM PIPE NOTES -. AN TA 1. SANITARY SEWER MANHOLE DROPS ARE ONLY TO 6E USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2, ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM S1ZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60DIAMETER MANHOLE THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12'. INSIDE DROPS EXCEEDING 12' IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 8" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. STD. PLAN -- 4D8.2 PUBLIC WOj?xs INSIDE DROP CONNECTION ?rlavw; DEPARTMENT FOR SANITARY MANHOLE j ° oa INSIDE DROP CONNECTION FOR SANITARY MANHOLE - 4 NTS FAW 2 . O w SURFACE CLf ANOLI7 3 A minimum grade of 29. (1/4" per foot) must he maintained �1 /J m � a"x i"x4" WYE with a" p[pe. In the event a 2% ordde GdnnDt be maintained, the owner must sign a City of Renton grade release form and then 4" PIPING can install 8" pipe at a grade cf 17. BAN 80ILDINS DRAIN FOR 4_ For inspection of side sewer, [❑II 24 hours In advance- The LOW ELEVATION HOUSE Inspectlon phone number is on the 51de sewer permit. Site must be ready for inr,pec Llon and represnntotiva on site when Inspector arrives ❑t ❑ppainled time- Slde sewer ❑nd stub shall be tested per Clty speciilcafivns Make the connection of the M A1N TO pROPEit TY LINE S'-0'• house_ ❑o not ba❑kflli me ditch until approval is given by the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN Inspector. Final approval will be granted oFLer the e.isfing septic SIDE SEWER 9UIL]71NG SEWER Z_8• tunas has been pumped out ana Filled with sond- 3'-O'•IAIN. TO 3-0 5- Inst D1l side sewer with 2' minimum cover. 15" cover is allowed O _ at the house if outlet is shallow, U) I 5. If side sewer stub is nut avalfeble. The awner en¢ft be rNn m rn a m > ¢ reap Dn¢ible far its instal per atdr,ddrd drawing 406.1, All • inm - u, aos i n ' A A - work within street right-of-w❑y shall be done by o Ilc°nsed ❑nd o n m? % x A n o bonded cdretroctar, z o e a ` mo nt r°tn m n + o n P 7- All work shall ba uccompi!rhed in accordant[ Wlth the Washingtan Fn n o m r m? " a a r" nn Indushial Salaty and Health Act (V511A) Lu rn p n z JN I� N uI a A vl c c 8. A!l trench restoration !ar sloe sewers in the public right-Df-way y u shell canforrn is the most current trench restprctlon q, z rn m n r-piremants as In the Rerntan Standard ➢mwings. 'Y` ,m I arjrnr z a o onun 9 Ail bullding sewer and side sewers shall have beading Inuj ay C y otrordodta with stonddrd drawing 405_ A x 10. There shall be a minimum at Foot hvos and seporasion het wean RECORD DRAWINGS Au ry s❑nii❑ry aide sewers ❑nd water services and ❑ minimum 5 Taal • horlrpntai separaflon between Santiary Side sewers and al other c1 util itres. W D 11. The aledn❑•ic at 7. The clear -Way shah be installed per S-397506 CALL FOR LOGAl10N5 BEFORE YOU DIG Standard Plon 4D7, The clean out of the buZoing shall be 49HR LOCATORS 1-800-424-5555 Installed to surfoce rade. All alher cle❑noute shall be installed tc within 12" of the 9arfoce. a Lu TYPICAL BUILDING SEWER SM. PLAN - 408.2 IN COMPLIANCE WITH CITY OF RENTON STANDARDS U)PLTBLIC WORKS FROM PROPERTY LINE TO DEPARTMENT BUILDING CONNEGTION _•�„ AUGUST 2013 TYPICAL BUILDING SEWER FROM Q PROPERTY LINE TO BUILDING CONNECTION IL NTS SURVEYED: DESIGNED: DRAWN: 1 REVISED PER CITY COMMENTS DATED 10/4/2017 BM 10/5/17 CHECKED: NO. REVISION BY DATE APPR APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CALL BEFORE W YOUD;G 811 UNDERGROUND (A) DATE: O CITY OF FIR GROVE PARK SEWER EXTENSION 2017/10/09 RENTON NOTES & DETAILS FlELDBOOK: PAGE: r DRAWING NO: Planning/Building/Public Works Dept. 5325 NE SUNSET BLVD, RENTON, WA 98049 C3.02 CID rDfN%l= DADA CC1A/CD CYTCAI42Ir1Al SHEET: i+ OR LL PACE JOB NUMBER: 17430 ti M N I a i M Z O U) Z LU F_ x LU LU 3: LU U) Q a LU O CD LPL LL a / w / c� z w w z c� z w 0 U z 0 N z w X w Qf w w N `L Q w oM C� 00� �ooLLJ w O to te) MO j_ w wwwM comma zLLI ~ ~ Z wcl:f _.. _.. _F '' CONSTRUCTION SEQUENCE: 1.) CAP EXISTING DRAINAFIELD DISTRIBUTION/PERF PIPE. REMOVE EXISTING CLEANOUT OBSTRUCTING PROPOSED LOCATIONS OF MH-2 & MH-3 2.) SET MH-2 & MH-3 3.) INSTALL PROPOSED SEWER PIPE PER SPECIFIED MIN. SLOPES, THIS SHEET 4.) DISCONNECT & ABANDON EXISTING UTILITIES PER DEMOLITION PLAN NOTES, SHEET 3 OF 7. GENERAL NOTES L\ / I EX. 2" WATER METER CURRENTLY SERVING TRAILER HOMES. COMBINED SERVICE PROPOSED. I -A \ PROPOSED 15' PUBLIC SANITARY SEWER EASEMENT 131 SE 1/4, SEC. 03, TWP. 23N, RGE. 05E., W.M. EX. 5/8" WATER METER CURRENTLY ss \ SS SERVING TWO SINGLE FAMILY HOMES. -- -ss \ TO BE REMOVED. -� ,--�77-C_.` EXISTING 8" PUBLIC SEWER MAIN / -460- (S-3152) EX. CLEANOUT @ PROP. BNDRY I , I I `Ij RIM=464.1 ) MEASURE DOWN=12.5 I ✓� \\ a / �/ / IE=451.6 (ASTER PARK AS -BUILT) MH-1 TYPE II-60" (PUBLIC) NEW I /7= v/ 1 INSIDE DROP MH � / PROPOSED MH-2 TYPE II-48" (PRIVATE) // / SEE STD PLAN 402.2,SHEET C3.02 SHALLOW SEE STD PLAN 400, SHEET C3.02- RIM=464.3 OPTIONAL IF APPLICABLE rJ DESIGN IE=459.0 (IN) RIM=466.9 o' DESIGN IE=451.9 (OUT) IE=461.0 (IN) PROPOSED 8" PRIVATE SEWER I IE=460.9 (OUT) 1.0% MIN. SLOPE 516'f ���`��' I IE=461.0 (IN) 6' �0 -- - - - - - - - - - - -0 � -� I4 1--------- ---0 I ----- 4` 1- - - - - - - - - - - - - - - -- - - - - SS SS SS /I ---- 465 o------ --- -- CO-8 / I o� - - - - - - - - PROPOSED 6" CLEANOUT - - - � � � - - _ ,\ / > � - - - - - PROPOSED 6" SIDE SEWER © 2.0% MIN. SLOPE--- 1 - - - J� - v PROPOSED MH-3 TYPE II-48" 5 _ -- - - - -0 PROPOSED 8" SEWER (PRIVATE) _ � (PRIVATE) 10 - ® 1.0% MIN. SLOPE - - - �-----___ � RIM=471.5 ----- IE=461.6 (OUT) C3.02 I\� � .,iTdV -- CO-1- PROPOSED CLEANOUT IE=463.5 1\ 0 CO-2 PROPOSED CLEANOUT IE=465.0 PROPOSED 6" SIDE SEWER 02.0k MIN. SLOPE �J 2' Ml�. COVER 1---------- 1 C"1 .I I II` I \`il 1. CONTRACTOR TO VERIFY ALL CONSTRUCTED SIDE SEWER IMPROVEMENTS MAINTAIN SUFFICIENT GROUND COVER OF NO LESS THAN 2 FEET. 2. CONSTRUCTED 6" SIDE SEWER PIPE SHALL MAINTAIN A MINIMUM PIPE SLOPE OF NO LESS THAN 2.0%. 3. EXISTING SIDE SEWER SYSTEM SHALL SHALL BE FLUSHED AND CLEANED AS RECOMMENDED BY ENGINEER. 4. REFERENCE CITY OF RENTON SIDE SEWER INSTALLATION INFORMATION HANDOUT FOR ADDITIONAL CONSTRUCTION GUIDANCE. 5. PROVIDE MINIMUM 12" VERTICAL CLEARANCE BETWEEN CITY UTILITY LINES AT CROSSINGS. 6. SURVEY ACCURATE ELEVATIONS AND DISTANCES SHALL BE PROVIDED IN THE AS -BUILT PLANS THAT WILL BE PREPARED BY A LICENSED SURVEYOR AFTER CONSTRUCTION. 7. WATER SERVICE IS NOT PROVIDED BY CITY OF RENTON. 8. WATER REVIEW IS NOT PROVIDED BY CITY OF RENTON. / / "6" 's PACE O An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 D/ 51V Civil I Structural I Planning I Survey paceengrs.com CO-9 Ski 1 PROPOSED J I 6" CLEANOUT 4 � ss ss I I I PROPOSED 6" SIDE SEWEI ( I I l ------------------------------------------------------ I I u l 2.0% MIN. SLOPE CO-10T PROPO � D CLEANOUT ------ R I M :5;k74.1 can P III VA S WE ------- r @ .0% MIN SL PE I I � ss s Ss I I -------� - EXISTING CLEANOUT --� - RIM=475.6------- i / PROPOSED CLEANOUT - - - - - O- - IE=472.2\ / F - - 1- I / CO-7 PROPOSED LE�NOUT I - - - J/ �jo = Q v CO-3 RIM=476.3 DESIGN IE=472. L �-' _ \ 1 , PROPOSED -_ 1l CLEANOUT CD Q IE=466.9 � �� ,I I N PROPOSED 6" SIDE SE11y� I / ©2.0% MIN. SLOPE 2' MIN. COVER I Il 0 /�/ - - - - --- i CO-5 \�� PROPOSED CLEANOUT,- �� / , ��-445'� �_j - RIM=473.1 DESIGN IE=469.6 �/ PROPOSED CLEANOUT tE-46$-.7 �� ✓ / �- / / �� i /-455-/�- EXISTING CONDITIONS MAP HAS BEEN GENERATED FROM GIS DATA AND A COMPILATION OF AS -BUILT RECORD DRAWINGS. THE INFORMATION SHOWN IS NOT SURVEY GRADE AND SHALL BE FIELD VERIFIED FOR ACCURACY. SURVEYED: DESIGNED: DRAWN: 1 REVISED PER CITY COMMENTS DATED 10/4/2017 BM 10/5/17 CHECKED: NO. REVISION BY DATE APPR I APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 0 HORIZ. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS DEPARTMENT. 12�REFERENCE BENCHMARK AND ELEVATIONS WILL BE SURVEY ACCURATE A AND PROVIDED IN THE AS -BUILT PLANS. l 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS LO WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING Oi BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND IM BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER Z GASKETED ASTNI D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 0 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES V) AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE Z MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED W AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Z RECORD w DRAWINGS oc LU 20 40 80 LU Scale In Feet S-397507 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS (n CALL BEFORE YOU D;G 811 UNDERGROUND SERVICE (USA) O M- CITY OF FIR GROVE PARK SEWER EXTENSION R E \TON COMPOSITE UTILITY PLAN Planning/Building/Public Works Dept. Q LU DATE: O 2017/10/09 FIELDBOOK: PAGE: DRAWING NO: 5325 NE SUNSET BLVD, RENTON, WA 98049 C4.00 FIR GROVE PARK SEWER EXTENSION SHEET: 7 OF: 7 LL PACE JOB NUMBER: 17430