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HomeMy WebLinkAboutzS-3999Set� PORTION OF THE NE 1 /4 OF THE NW 1 /4 cRaPxtc SCALE � SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. � CITY OF RENTON, STATE OF WASHINGTON IN FEET > 1 inch = 30 ft. N 1 56 th ACE SE SEUUER EXTENS ON CITY OF RENTON, STATE OF WASHINGTON CITY OF RENTON PERMIT NUMBER C 18000328 z�411 i� ifs 11 i III, S00'29'11 78.76' r '- 'N m r ' m � D v m /TL 1423059092 i 156th AVE SE TL#142305— 9116 s+ z 0 0 0 z n I RESTORE NOTE 1 RESTORE EXISTING DITCHES TO PRE -PROJECT CONDITION IF DISTURBED BY CONSTRUCTION ACTIVITIES. REPLACE f o ANY EXISTING CULVERTS REMOVED FIR SIDE SEWER f ,? CONSTRUCTION. REPLACE WITH 12" MINIMUM SIZE 1 TL#142305-9071 - _ GAS LINE - - - Y - - 0 �- � � 8N (�� ---------------- --- ------ - - - - - - - -CENTERLINE CROW --22f00-CENTERLINE 014N --------------23�00`---------- _ -� - - - - - L - (t _ __ _ _ _-- -25-FOO ` ti/ / / / /W �7W ` tt L W /W - r . — ,W 524Af ��- v CITY OF I)ENTON MON # 1909 FOUND BRASS PLUG IN CONCRETE MON IN C�SE. AT THE INTERSECTION OF SE 14 nd STREET & 156th UF4,201 N - 176990.035 TL# E - 1311P223.17 EL - 37 .59' ST ST G�P�yk�Py S2 — ® CYCLONE FENCE _ _^——,_�'^✓vy O Y �\ RENTON , — �— 156__th AVE SE i CYCLONE FENE 32 KING COU f TL# 366450-0185 I � TL# 366450-0200 TL# 366450-0205 � # f f I f f I EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE —CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. SHEET INDEX 7,. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE TL#142305-9072 1 CITY OF RENTONI MON # 2103 FOUND COPPER PLUG JIN CONCRETE MON IN CASE. AT THE INTERSECTION OF SE 128th STREET &. r6th AVE SE N 180828.789 E — 1319243.764 1EL — 547.94' ®$ TL#142305- — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F GAS L G-AVEENTERUNE�OWN------------L6+�;� -56-th i SE _-------- 27}0-----------------------�- 28+ W W W W W - W W W —� CYCLONE FENCE RENTON oR`� l KING COUNTY - - -- 00 f f w TL# 366450-0181 f TL# 366450-0165 c,n co f 0 -P_ "AS —BUILT" NOTE: "AS —BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 1 OF 7 COVER SHEET 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS 2 OF 7 SANITARY SEWER PLAN & PROFILE 1 CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 3 OF 7 SANITARY SEWER PLAN & PROFILE 2 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, 4 0 F 7 SANITARY DETAILS PLASTIC SHEETING OR EQUIVALENT. 5 OF 7 SANITARY DETAILS 10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 6 OF 7 EROSION CONTROL PLAN 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 12. UPON COMPLETION THE AREAS MUST BE STABILIZED 7 OF 7 EROSION CONTROL NOTES 8c DETAILS OF PROJECT, ALL DISTURBED AND BMPS REMOVED IF APPROPRIATE. MmffTOUMA ENGINEERS AND LAND SURVEYGRS,PLLC 255 SW 41st STREET N RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 PAVEMENT NOTE ANY PAVEMENT AND/OR ROWf RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. RESTORATION IN THE CITY OF RENTON RIGHT OF WAY TO BE PER CITY OF RENTON STANDARD TRENCH AND STREET OVERLAY REQUIREMENTS. 156th AVE SE WILL BE A GRIND AND FULL OVERLAY VICINITY MAP SE 128TH ST SITE �\ SE 132ND ST LLj SE 133RD ST Lij KE 1 ST ST < z �SE 2ND T LO SE 2ND PL 1 Q z 00 In 17- KING COUNTY/RENTON ROW SEWER NOTE THE PROJECT WILL EXTEND 511 TOTAL LINEAR FEET OF 8" DIAMETER SEWER MAIN. THERE IS 166 LINEAR FEET IN THE CITY OF RENTON RIGHT OF WAY AND 345 LINEAR FEET IN KING COUNTY RIGHT OF WAY. THE SEWER SYSTEM ADDITION IS 1 SEWER MANHOLE AND 3 SIDE SEWER STUBS. OWNER KUSAL VARMAo�� 10906 144th AVE SE �� o RENTON, WA 98059 206-353-3168 9s���� ENGINEER/SURVEYOR SIONAL TOM TOUMA (ENGINEER) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41 st STREET RENTON, WA 98057 425-251-0665 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41 st STREET SITE ADDRESS yM TAX PARCEL#366450--0184 13010 156th AVE SE o RENTON, WA 98059 is 2 DNR MONUMENT NOTE NALLA� DNR REPORT WILL BE REQUIRED IF ANY REMOVAL OF ANY SURVEY MONUMENT LOCATED WITHIN THE RIGHT OF WAY S-399901_ APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS 1 PER THE CITY OF RENTON REVIEW DAN T 8/24/18 S" D- TOUMA SCs1L. 1"=20' -- VERTICAL NA1D 1M HORIZONTAL• WAD 1983/1991 CITY OF RENT 0 N Planning/Building/Public Works Dept. 156th AVE SE SEWER EXTENSION SEWER PLAN AND P R 0 F I L E PERMIT NUMBER C 18000328 0AM E 2 REVISED SEWER ALIGNMENT DAN T 2/14/1 DESIcNEo- TOUMA 3 REVISED SEWER ALIGNMENT PER KING COUNTY DAN T 1 /04/19 Fl110/17/201 PAGE 4 CHANGED 486LF TO 511LF PER BOUNDARY ADJUSTMENT DAN T 3/04/i9 DROWN: ONE HCH AT T FULL �,E� IF NOT ONE WLNCH SCALE ACCORDINGLY DMINING NO- 917003 B 5 REMOVED 5 SS STUBS DAN T 3 19 19 CHECKED - N 0 . REVISION BY DATE AP P R I APPRwE"* SHEEr. 1 OF. 7 00 0 0 0 00 .. i l• • • ow qm n 10.5' LT w 20+00 PORTION OF THE NE 1 /4 OF THE NW 1 /4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON 0C-4 m 7c N Z c� CA I r- ® o � o U) W TL 1423059092 o Y„ o � m ��� ! TL#142305— 9116 �u �' �R���� 156th AVE SE -- ! m (CA ' GAS o �� -- '--- — -- -�LINE------- - ---- - ® --�'---------------- --- --- - - - GAS LINE - LO a 511 8 PVCS= /- - CENTERLINE CROWN + - - - - - - - - - --22+00- - - - - - - - - - - - — !— — —I CENTERLINE ROWN-------------------23+00------------------------------ 0------- - � w - - - !- - - t - - -1-- - CJ /W W._ O ST _---r' ST ST " CI� 6 522 524 - 77 o F z �� ®� CYCLONE FENCE L KING COUNTY R/W 0 156 th AVE E CR PERMIT # C16006872 U STA 21+00 (156th AVE SE) 9.3 LT= ~ STA 22+94 (NE 2nd STREET) 3.5 LT < EXISTING SSMH —48" INV EL = 523.29' 12" C NC :�E RIM EL = 524.00' INV EL = 515.12'-8"0 OUT W INV EL = 515.22'-8"0 IN N 530 520 I 510 DATU,V ELEV. 505.00 Ln r.� r� U I cU a (0 OLF 8" PVC 9 = 1.56% TL# 366450-0200 TL# 366450 0201 INV EL = 525.38' 12" CONC FOUND LEAD &TACK INV EL = 524.86' 12" CONC IN CONC MON IN CASE INV EL = 524.33' 12" CONC DNR REPORT MAY BE REQUIRED IF ANY REMOVAL OF ANY SURVEY MONUMENT LOCATED WITHIN THE RIGHT OF WAY STA 1+00 156th AVE SE 9.3 T= Ci STA 2+94 (NE 2nd STREET) 3.51 LT EXSIT NG SSMH-48" ' RIM L = 524.OD' INV E = 515.12'— " OUT W 7[' 11 INV EL == 526.76' 12" CONC TL# 366450-0205 J INV EL = 527.41' 12" CONC SSCO #2 SSCO #1 STA 24+25, I STA 22+66, INV EL =-526�-2° 519.78'-8" I INV EL =61:791'-517.53'-8" 36LF 6"PVC 36LF 6"PVC S = 1.00% MIN. S = 2.00% MIN. INV EL = �`'�-�4- 520.50'-6" INV EL = 3' 518.25'-6" 1.40% � M" 51LF "PVCS= ,.>zo GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 300OW TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET BENCHMARK: CITY OF RENTON MON # 2103 N 1 /4 OF SECTION 14-23-5 PLUG IN CONC IN CASE AT THE INTERSECTION OF SE 128th STREET AND 156th AVE SE ELEVATION = 547,94' (NAVD 88) LEGEND 0 CB (TYPE 1) TELEPHONE VAULT STMH (TYPE 11) ° TELEPHONE CABINET US SANITARY SEWER MH a SIGN WATER VALVE CONIFER TREE ® WATER METER/SERVICE 0 DECIDUOUS TREE -b FIRE HYDRANT Q MONITORING WELL -0- UTILITY POLE o MAIL BOX BUY WIRE ® SIGNAL CABINET � PK NAIL ® POWER JUNCTION BOX MON IN CASE/ 0 LIGHT POLE 0 EX REBAR / PIPE rD GAS VALVE AS NOTED POWER VAULT ® SET 1 /2" REBAR AND CAP LS#38992 ❑/� POWER PEDESTAL . PROPOSED SSMH r;.Z�A_ PROPOSED PAVEMENT ® PROPOSED SSCO RESTORATION KING COUNTY j RENTON ROW SEWER NOTE THE PROJECT WILL EXTEND 511 TOTAL LINEAR FEET OF 8" DIAMETER SEWER MAIN. THERE IS 166 LINEAR FEET IN THE CITY OF RENTON RIGHT OF WAY AND 345 LINEAR FEET IN KING COUNTY RIGHT OF WAY, THE SEWER SYSTEM ADDITION IS 1 SEWER MANHOLE AND 3 SIDE SEWER STUBS. PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. RESTORATION IN THE CITY OF RENTON RIGHT OF WAY TO BE PER CITY OF RENTON STANDARD TRENCH AND STREET OVERLAY REQUIREMENTS. RESTORE NOTE RESTORE EXISTING DITCHES TO PRE -PROJECT CONDITION IF DISTURBED BY CONSTRUCTION ACTIVITIES. REPLACE ANY EXISTING CULVERTS REMOVED FIR SIDE SEWER CONSTRUCTION. REPLACE WITH 12" MINIMUM SIZE O�� 0H. WAs� OG All � r � v9470� Ss'ONAL 'SSC STA 022 AS --BUILT" NOTE: 66, STA 24+2 , INV EL 36LF 6 S = 2. 51�.91° 51753'-8" PVC 0% MIN. f INV EL — 519.78'— 36LF 6"P S = 1.00% MI " C . "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED - '- " INV EL-52 -94-' 520,90'-157 BY CONTRACTOR. S-399902_ - f- 15 6 t h V A` /E S APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS SCA E: H 0 I ZON TA 1 "-20 VERTICAL 1 = 5 to (0 r- 00 0 Ln +in U-) Ln Lin INn 21+00 22+00 2.3+00 TOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41 st STREET — RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 1 PER THE CITY OF RENTON REVIEW DAN T 8/24/18 SURVEM: SCALE: 1 "=20' 2 REVISED SEWER ALIGNMENT DAN T 2/14/1 E O m.TOUMA TOUMA 3 REVISED SEWER ALIGNMENT PER KING COUNTY DAN T 1/04/19 4 CHANGED 486LF TO 511LF PER BOUNDARY ADJUSTMENT DAN T 3/04/19 °�`"N DAN ONE MICH 5 REMOVED 5 SS STUBS DAN T 3 19 19 cHE°KEnMHT AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: 24+00 w1 HCITY OF HORIZONTAL: PEAR 1983/1391 RENTON Planning/Building/Public Works Dept. 156th AVE SE SEWER EXTENSION SEWER PLAN AND PROFILE PERMIT NUMBER C 18000328 CAM 10/17/2016 F,: PAGE: ORAWING N0: 917003B SHEEP: 2 OF: 7 r n WE OR o� PORTION OF THE NE 1/4 OF THE NW 1/4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON STA 26+10 (156th AVE SE) 10.5.' LT PUBLIC PER STD. PLAN 400.1 SSMH #4-48" RIM EL = -53�1' 535.50' INV EL = �:& ;�522.38'-8" OUT S 3� INV EL = 622.98' 522.48'-8" IN N TL#142305-9071 / TL#142305-9072 ¢ TL_#142305-9095 I— n+GO - - -- / -,, - - - - - - - - - - - - - --CENTERIECW— 26 OC RENTON CYCLONE FENCE CYCLONE FENCE �2 KING COUNTY - W TL# 366450-0185 SSCO #3 STA 25+91, SSCO #2 INV EL = 522.1$'- 522.06'-8" —I STA 24+25, 36LF 6"PVC INV EL=-52$1-7519.78'-8" S = 2.00% MIN. 36LF 6"PVC INV EL = 5'�.82' 522.78'-6" S = 1.00% MIN. INV EL = -5�4'- 520.50'-6" Cn 0 I CD 00 TC�UMA ENGINEERS AND LAND SUR VEY®RS,PLLC 255 SW 41 st STREET - RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 d I GAS LINE - - - - - - — - zlzz �5.&th- AVE-SE--------------27+Oo- ------------------- —w �� w w w w—w— IN RENTON oRl KING COUNTY INV EL = 532.87' 12" CON INV EL = 535.45' 12" CMP INV EL = 53.5.19' 12' CONC TL# 366450-0181 INV EL = 533.59' 12" CONC — GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET BENCHMARK: CITY OF RENTON MON # 2103 N 1/4 OF SECTION 14-23-5 PLUG IN CONC IN CASE AT THE INTERSECTION OF SE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) LEGEND ❑■ CB (TYPE 1) M TELEPHONE VAULT 28+00 CO) STMH (TYPE 11) 0 TELEPHONE CABINET ~� I US SANITARY SEWER MH n SIGN w WATER VALVE CONIFER TREE N 1/4 CORNER SEC 23-24-05 ® WATER METER/SERVICE 0 DECIDUOUS TREE CITY OF RENTON MON #2103 -6- FIRE HYDRANT ® MONITORING WELL COPPER PLUG IN CONC -o- UTILITY POLE INCASE � MAIL BOX N=180828.789 GUY WIRE �- PK NAIL E=1319243.764 ®SIGNAL CABINET EL=547.94' ® POWER JUNCTION BOX ED MON IN CASE/ 0 LIGHT POLE a EX REBAR / PIPE ID GAS VALVE AS NOTED © POWER VAULT r SET 1 /2" REBAR AND CAP LS#38992 POWER PEDESTAL 10 PROPOSED SSMH PROPOSED PAVEMENT A PROPOSED SSCO TL# 366450-0165 RESTORATION "AS —BUILT" NOTE: "AS --BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. RESTORE NOTE RESTORE EXISTING DITCHES TO PRE -PROJECT CONDITION IF DISTURBED BY CONSTRUCTION ACTIVITIES. REPLACE ANY EXISTING CULVERTS REMOVED FIR SIDE SEWER CONSTRUCTION. REPLACE WITH 12" MINIMUM SIZE q - 22.0' — KING COUNTY/RENTON ROVV SEWER NOTE THE PROJECT WILL EXTEND 511 TOTAL LINEAR FEET OF 8" DIAMETER SEWER MAIN. THERE IS 166 LINEAR FEET IN THE CITY OF RENTON RIGHT OF WAY AND 345 LINEAR FEET IN KING COUNTY RIGHT OF WAY. THE SEWER SYSTEM ADDITION IS 1 SEWER MANHOLE AND 3 SIDE SEWER STUBS. PAVEMENT NOTE ANY PAVEMENT AND/OR ROW RESTORATION IN KING COUNTY ROW SHALL BE AS PER KING COUNTY ROW PERMIT CONDITIONS. RESTORATION IN THE CITY OF RENTON RIGHT OF WAY TO BE PER CITY OF RENTON STANDARD TRENCH AND STREET OVERLAY REQUIREMENTS. 44.0' _ I-� 22.0' ROADWAY I ME I z 30 QI 51 to' O Q a. 0 0 o Iw a x _ 8 a 5 , J 8, 5 M 0.5 u 19.0' `x 0. 5' - qk �L ppE I I I 8.7' 0.02/� - cl IN — 15.0' I' 5.6' O -- 1 4.5'±i--+4.0' 6.0't 1— I EX GAS LINE 8.5' EX WATER LINE I PROPOSED SEWER LINE PRELIMINARY PLANNING LEVEL FUTURE 156th AVE SE CROSS SECTION STA 21 +00 to 26+00 1 399903 F_ APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS �Ig H. TO o� o� WA13 if 947 is 1ONAL 1 1 PER THE CITY OF RENTON REVIEW DAN T 8/24/18 0A1� suawertTOUMA SCALE. vErritGv: Fuw ,eas HORIZONTAL r� ,se3/,ss, � 10/ 17/2016 2 REVISED SEWER ALIGNMENT �i DAN T 2/14/1 DESMED 1 =20 CITY O F R K. 3 REVISED SEWER ALIGNMENT PER KING COUNTY DAN T 1/04/19 TOUMA � RENTON 156th AVE SE SEWER EXTENSION PAGE: 4 CHANGED 486LF TO 511 LF PER BOUNDARY ADJUSTMENT DAN T 3/04/19 °�' ` DAN ORAWING No: �E� SEWER PLAN AND PROFILE 5 REMOVED 5 SS STUBS DAN T 3 19 19 CHECKMMHT Dept. 917003B � AT FULL SCALE Planning/Building/Public Works De t NO. REVISION BY DATE I APPR C wor �E ��� PERMIT NUMBER C 18000328 3 7— �,��� SCALE ,�GCOKDIFlGi_Y t SF�ET: OF: 00 N O C) O 00 w O O 0 00 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 [icpartment and the latest edition of the WSDOT/APWA Standards and Specifications, as ()pproved 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 ovoid 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 ail Construction- Contractoris 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 attain 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. B. 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 on as --built drawing of the sanitary sewer system, which has been stamped and Signed by a licensed professional engineer or licensed professional surveyor. 10, Backfiil 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 some as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be bockfilled with crushed rock, and mechanically compacted unless otherwise approved by Utility Specifications 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 13. Ail 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 I trench bottom or the top of the foundation material, as 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 base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. 12 7' MiN. T f NOT TO SCALE SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON MANtIOLE i RAME AN: SEE STD. PL-AN 401 AD.1lJSIMENT RINGS 12" MIN.) SEE NOTE 6 MORTAR JOtNT(S) (3/6" MIN.) SEE NOTE S CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-44.5 STEPS - POLYPROPYLENE STEPS SHALL RE INCLIJDED CONCRETE RISER BY PIPE INC., OR APPROW 0 r QUAL. LADDER-PCI.YPROPYI FNF SiIALL BE ATIACHLO TO 1AANH0L1 MAX_ PIPE Si,C - .F COIN(R* TL SHELF PRECAST BASE SECTION OR CAST IN SHELF r A, I B, C. D, .E.� 48" Mai 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54_- 8" A6;N 5.5" MIN _.. 24" MIN. 24" I.D. MIN. 6" MIN.1 42" LflN. .50" I.D. fU015- 1. STEPS TO BF POLYIPR0I'YLENE SAFETY STOPS, 2, STEPS ARE TO BE IN H ACE BEFORE MANHOLE SEC110NS ARE INSI'AI-LED. 3. CASTING SHALL BE P(i' STD. PLAN Af)1- 4. MANI,OLF SECTIONS To FIF OF REINFORCED PRECAST CONCRF..TF- 5. ALL JOINTS BETWEEN 11,E CONE, RISER RINGS. BRICKS AN1D, CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE (TASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, HP!CKS AND MORTAR ONLY. 641O,KS SHALL BE STACGFRFD To CREATE A ROMN1NG BOND OR 1/2 BCND. IHE USE OF SHIMS IS PROMI8!fED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) MATH A HIGH SOLIDS URETHANE COATING, wASSFR VC- AROSHIELD OR APPROVLD EQUAL. COLOR Of' COATING SHALL BE w iiTE. B. RUBBER GASKETED JOINTS SHALL BF 1N CONFORMANCE WITH ASTM C-443, 9 CHANNEL HEIGHT SHALL BE A MINIMUM OF .5/4 OF THE INSIDE DIAMETER OE THE LARGEST PPE. 113. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11 IN UN'MPROSFD AREAS. MANHOLES SHALI EXTEND A MINIMUM OF 6" AND A MAXiMUM OF 12" ABOVE FiNISPED GRADE CR MUST HAVE A MiNIM17M 2' DIAMETER CONCRETE RINGS P(?LIRED AT GLADE, IN PA'XD AREAS, COVFP. MUST LOPC •N As L. DIRECTIONS -0 MATi;H PAViNC. t PUBLIC WORKS DEPARTMENT PIe' STANDARD SANITARY MANHOLE PATCHED AREA u SEAL WITH AR 4000 OR APPROVED EQUAL AND ORY SAND AFTER PLAN PATCHING N TS SM. PLAN - 4001 SEP'rF;MBFR 20, : OUTSIDE DIAMETER OF (SEE NOTE 9) ADJUSTMENT RING AND X SEE NOTE 2 X I BOTTOM OF FRAME MORTAR JOINT(S) (3/8" MIN.-2" MAX.) `- ADJUSTMENT RING (I" MIN.). SEE SEE NOTE 3 AND SPECIAL PROVISION NOTE 6. 7-OS 3(111. SECTION A -A NOTES 1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SWILL BE PERFORMED WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON. FOOT (k".), ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS AND MORTAR 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ACCOMPLISHED WiTH ADJUSTMENT RINGS AND MORTAR ONLY. 2- REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 9" OF THE USE OF SHMS iS PROfMBRED- HMA CLASS }" PG 64-22 (OR TO A DEPTH THAT IS r BELOW THE 8Cr TOM OF THE UPPER ADJUSTMENT RING V"CfEVER 7. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY IS GREATER) OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME 13 FLUSH WrTH PAVEMENT AS DETERMtWD WITH A STRA#Off EDGE OF SUFFICIENT LENGTH. 3- ADJUSTMENT RW3$ AND FRAME SHALL BE FULLY BEDDED IN MORTAR. MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR "W S SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.4. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 9. X- T-T MIN. TO Z•6' MAX. - PER ENGINEER'S INSTRUCTION STD. PLAN - 106 TYPICAL CONSTRUCTION RoVEO: PUBLIC WORKS DEPARTMENT AND ADJUSTMENT OF U, r,� 1�1 MANHOL E RISERS auo d DA "ffTOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET N RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 NO. REVISION VARIES' 4.5' MIN. ^- SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2" - 6" HMA EDGE OF PAVEMENT, EDGE (SEE NOTE 2) 1' 1' OF CURB & GUTTER, OR MIN. MIN. CENTER or LANE MARKING Z2- LIMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATiONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-0.3.19). GRAVEL BORROW (9-0.3.14(1)) PER ---- WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOT'-CH REPORT, COMPACTED TO WIDTH of TRENCHAS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECtFICAT10N 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220,0 * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1 WHEN FXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BP.OKE14 OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE OEPTH USED IN THE EXISTING STREET OR THE DEPTH PER C11Y STANDARD, WHICHEVER IS GREATER. 2 PRINCIPAL/ MINOR/COLLE'CTOR, ARTERIAL, & INDUSTRIAL. ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA Ct. �" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS -- HMA CL 4" PG 64-27. THE THICKNESS SHALL BE THAT OF THE.- EXISTING PAVEMENT' SECTION AND iN NO CASE LESS THAN 4'. 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE `,BOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, )HEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT- 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP. THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH SM. PLO - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR I')'R. ', l',11 DEPARTMENT RIGID PAVEMENT WITH OVERLAYAlk :r SPECIAL NOT IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REOUIRED FOR THE NEW CROSSING AND ANY SUBSEQUFNT PATCH EDGE WITHIN 10 FEET Of THE EDGE OF THE SECOND PATCH AND 50 ON UP TO A TOTAL OF 300 FEET 1' t' VARIES 1 1' MIN MIN MIN MIN i I 1RAFfIC FLOW / I 2- HMA - 2" TO B" HM 2' SAWCUL AND REMOVE - OR PLANE. SEAL. WITH AR - 4000 W (EACH SIDE) 2- HMA SAWCUT AFTER BACKFILL (EACH :IOE) I A {� i fit 1­.--- 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES. 6.5' MIN. 1 I V VARIES { 1 1 MIN MIN I I MIN MLN WIDTH OF TRENCH AS REQUIRED BY SIZE Of PROPOSED IMPROVEMENT (SEE WSDOT STANOARD SPECIFICATION 2-U9 4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION"-08 3(1)8 TRENCH WID IN FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE DR LANE LINE DEPTH OF EXISTING PAVEMENT \ __ 2" - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-039(3)) PER WSDOT STANDARD SPECIFICATIONS. COMPACTED TO 95% MODIFIED PROCTOR- CSTC. BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(t)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SFE STANDARD PLAN 110,1 0 TYPICAL. TRANSVERSE PATCH FOR STD. PLAN - 110 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID I'1t F.17 DEPARTMENT I" J10 PAVEMENT VV TM OVERLAY )'AS -BUILT" NOTE: "AS --BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. TOUMA 1 20' ffl Z01ITAL' W 19W/11f9T I Y CITY OF TOUMA RENTON CHECkW- HT f AT F„LLL SCALEPlanning/Building/Public Works Dept. F NOT ONE P CN BY DATE APPR Ammo- I SMI AG"" Y S-399904 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS 156th AVE SE SEWER EXTENSION SEWER NOTES PERMIT NUMBER C 18000328 00 0 0 MO W NNE 0 O 0 0 0 00 r-- 0 W i< W GATE r"' 10/17/2016 FI: IMME. 917003B SLEET: 4 OP 7 cv BOLTH0LES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (566r,n, INA R-C. (SFF UETAIt_) SEWER wiF ii r64 z COVER & FRAME PLAN VIEW 25' ])[A,__._ _ i 1> 3/4' ' L27ivnl Ct9rf•il i ,,__� ( I B 3/�L 1.22evr it C64eln) T Yl• COVER SECTION VIEW r6 1/2' DIA ,�- - 2L' 1/4' DIA --- I C641rtnl i 11/16' - l2i I/4' (6mn) L[A �rtrfl INEOPRENE GASKET C 152nm1 23 3/8' 01A CL OPEN %] 6nn7 (594f•im) 27 5/16' DIA C694mn) 34 1/8' VIA COVER BOTTOM VIEW (43) Bl T SOC:. (AI J EN H AI)) \ 5/8'--11 x 15 SS RU1BER WASHER EON BOLTING DETAIL d' A- GASKET11/16' JLR3mrtGROOVE DETAIL [ 86 /mn,1 NOTLS_ FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JCR[)A`1 IRON WORKS INC_ No. SI17(:' OR EQUAL. ?. USF FR.AMF .AND COVER FOR STORM (SPECIFY GRAIN" 4N :;OVER), SAN(IARI (SF'LCtF Y aStWtR"}, lYr� NIACLR (`.i!'t.Cih`/ "VvA1LR''}. rJ PUBLIC WORKS 1�- "ANtI1>n►tE FRAME AftV CO-VER DEPARTMENT SM. PI,AIII - 401 DECEMBER 2008 t SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, STATE OF WASHINGTON W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR � SANITARY SEWER PIPE (SEE NOTE 5) O.D. OF PIPE .- FOUNDATION LEVEL � : 6" BEDDING FOR SANITARY SEWER PIPE NOTES.: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT RE_0[11NG MATERIAL TO 95% MAX- DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE Z0NL MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECInCAT10NS. PI IRI IC OtORKS AIENT TOUMA ENGINEERS AND LAND SURVEYORS,PLLC 255 SW 41st STREET - RENTON, WA 98057 PHONE (425) 251-'0665 FAX (425) 251-0625 NO. STO. PIA- • 405 PIPE BEDDING FOR SANITARY SEWERS _ £x. SEVIER MAIN : -SPOOF. (LENGTH AS NEEDED) I T 6" SEVIER STUBS n i FUTURE 4' SIDE SEWER OC----------� /// � 2"x 4" STUD MARKING POST PANTED �SEWFR MAIN TEE X 6" IF 1 G' CAP J WHIrr WITH THE WORD 'SEWER' STENC"D IN 3" HIGH M ACK LETTERS AND #6 WIRE ty 1 WRAPPED AROUND THE STUD A310 Ta EXTE)JOEQ TO THE TOP OF THE STUD. COUPLING (TYP-) J t 1 6'X6'X6' SURFACE CLEANOUT WAIN CAST IRON RING AND COVER +� (EAST JORDAN IRON WOWS PRODUCT NO. 003675U2 OR c= APPROVED EQUAL. SPECIFY 'SEWER" ON LID), & t I (SEE STD. PLAN 403.1 FOR INSTALLATION) ------------------------•r--' JM EAGLE THREADED CLEAN -OUT ADAPTER HUB BEND AS B PLUG (OR APPROVED EQUAL) REOUIREO /'EXISTING SANITARY �{ SEWER MAIN t6.• go wFR STUB FUYUK 4' SIDE SEWER e1X61X6' WYE FUTURE Vitt4" REDUCER `SEWER MAIN SIZE X 6" TEE. AGCEATABLL.F3S�F.Qu9ES..`G):Ef�-1`C314n�10 EXLrny�S '(�.619I!Y A. "TRFIED CLAY MAIN - CUT IN A NEW PVC _TW USING 'STRO4G-'8ACK' F1EM&E COUPLMtGS (FFRHCO OR AF "WO EQUAL). B. CONCRETE MAIN - CUT 0 A NEW PVC 'TEE- USING -STRCNG-BAIK(' FLEX43E COUPLINGS (FERNCO OR APPROVED E(WAL) C. PVC of C900 PVC MAIN - CUT 94 NEW TEE USJYG RIGID C0t1PLlNM OR CORE-ORtLLEO WITH A RIWAC SADOLE (OR Au -PROVED EQUAL). 0. DUCTILE IRON MAW - CORE-DRa t E'D VAIN A ROMAC SAML (OR APPROVEO COUAL) E. MANHOLE _04NECT[ON - ALL CONNECTIONS TO MANHOLES 9JALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL. BE CORE-DR11111a. �1 3000 PS- MIX CONCRETE '�. /'� aft'0 BLOCKING / "�' �l �' ��'-1�� n MTN SLOPE Sit HORIZONTAL 6 TEE I -SEWER SEWER MAIN 6' HMI. MAW DTiCAL SIDE SEWER of 11 A MAYf WINEEN 25• AND 45- NOTE" UNLESS OTHOt"SE in"i ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2-5' COVER AT PROPERTY tINE OR 3 5' LOVER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. DEPARTMENT _ SCM OUMA .. 1.I=20' E TOLIMA DIbuA1. DAN ONE INI -- �- MHT Ir fW FINE INCH REVISION BY DATE APPR APPkOYED AGcaRDxacLY STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) AJL 9G THRNS `:HALL t3L ACCONPUSHEO --. dY MEANS OF A WYE WITH CL AN0U1 AND 47 raENt.; FWO 45- BfNOC SHALL NOT BE 4" BEND AS RC0URED (NO MORE -` A.i.".i_EPIATfL (SEE NOTE 11) TliM 4S' BCN131. EVERY 2NO \ 4•' C..fANOUT W;'E Wl'li CHANCE rN DIRECTION nR GRADE 45 BEND AND PLUC. Will F<EQUgRF A SURFACt I\ (STit NOW ',T) CI.FANOhf WYE. (SEf NOTE it) > i!4UJSF a I f rt0U5E iIoat H:`USE f al f iiLXiSC f o Ir O ! I4" SLWLR PIPE SIJ*ACE CLEA14OUr - ` � ; -4 SURFACE_ 'v (TYPICAL) 6". G­x6• WYE ,y h CLEANOUT a" SEWLR KC. SCE NOTES 2 (SQL STD 'LAN - 407 WYE 4" tLS1 TLC WITH AND 3. MtN!M(,LM LINE SIZE FOR PUJG FArF UP OTHFR THAN SINGLE FAMILY IS 6'_ 4'• WYE VKTH (TK+ICAI_i PROPH fY LINE (_ CLEANOUT I J PROP T21Y LINE i 411*a' •� a �- 5"x 4" RECAtCEFt u { . YNtc 'x x x r x -- --- -- NOTES; z - ll IHE OURDING SEWER SERVES ANY FIXTURE HAvii Prior to inst lkilion At n scirilwy sewer connection. a Side- .W ) x fiOOD UiVLL RIMS IOCATTD l3Etr;Yf T}lE ELEVA f9% permit must OP rurchasc4 from the City of Renloit Public :, :i•.s I 0 01 fH[ NLXT UP; EAU MANHOLE COVER (W (HI: f G-"f1ment 1 y ?UBLIC. SEWER <,Y SIEi, A BACKFLOW PREVEN 11CN b -7 DEW-- IICll A_ CLEAN CHECK F X IFNDARLE RACKWATER VA) VF OR APPROVEO EQUAL SHALL HF 2 Types of pifx end fillings thus •:an ce used far sonifrny sc-+�.• INSIAl shut: oc appro«ed Y.y the Orparunmt At Pohl"lverk s. Ruby. ,. neoprene gaskets os specifi. by the man" loclurp. Shall h- LS � - 4" FLEXIBLE COUPLING (FERNCO OR EQUAI) used on ir:+ni+t z � SURF Aft C7 f AN0U1 3. A minimum grade of 2% (1 /4 ' per foot) must be maintoine•" �^ with 4" pope. to the event a 21L grade cannot be mninm tde o; >o K 4•�x4' WYE t 4 • PIPING Own?f most sign a Gly (it 9en!an grrde rNeatse form find I { can instaft E pipe at a grade of IX. F'i Ajv UJti.i)InG DRAIN FOR 4 Fu meprrt;nrt At slue :ewer. cnli 24 hours it. oowrnce. The low FLEVATION H(:UV mupecui>n phone number is on the L.de Serer permit. Site trust be ready for irtspPciion .Ytd rapriIsentntitve no site want L ir+spectnr arrives at appointed time. Side sewer ur-o Riot) stt^d 1 be tested per City spectfications. Mnke the connection at Lh•r hou" Do riot baCktilf the ditch until opproval is lien by th. f MAIN TO fROPCRiY itNC S'-U" %-"O• r PROPERTY LINE fROM IHL HOUS- t _ BUILDING DRAINnspectar Find approval will he grontetl utter the exiR1 fig Sens SIDE 9"WR BUll.ttNK SFWFrr �_ [--fi' is^k has beta p.mpr. .•v.! aac. r8iet.• wish mni. I 'ASltdf t � i side Sewer •wdh 2' mmvnan, over 10" ravx is alla«::n l - `_ - or the housed eubet Is 9htNlow. I fi. It side Se wet stub is not awiloble. it),: awncr aflatl tie i responsible for its Installation per standard drnwinel 406.1 All 1 1 4T4j1 n i(i �i z VI mN z m �' %• = ryy K A i I work within street tfght-of-wny shali be done by o IiCMSea m v i+S it t7 i r+ Z m y v' t P. L �' U1 bonded contractor. 1 I C in V A Si c C o_ V % T j, ^ X �j 111 V 41 ", m ro a n A, rn U I z � m m 2. All -act* shnil he accompiisheo in nrcordanee with the Woshiny'..+ t a', r r3 j Ann [' t µr 2 ° ^ A' n Industrial Safety and linetllh Art. (M5HAj fIn 1 A i r ? .4 ,A •t' `.A. y C Y,. At! trench restCratior for side rxwers in the puW,c right-at-w:: i _>� ShCit cc.niarrt5 to the most cure:d trench festoratton a T a, um 0 o %.=O raquircmenfs as in the. Kenton StandGrd Drawings. 4 K ;n Z f It, m is J. All building sewer and side ScwCrs 4Ftd1 have bedding :n i c- ; = accordance with <tAndard drawing 405. I i%,U �' A n ''_ � z -n � rn 10,. There shn8 he a minimum TU fool hori>antaf seporoLon betwer^ , r•11n a sanitary side Sewer!; and water services and n minirrtam 5 fact'. i e no.'rdn!nl s.•poralian between �,:mlr✓y side Sewers and CI oih.+ c .n v � .t vtiiitirs. ,t tde .:icon ui at the Right-ol-way shah be tnstCvrd per CALL COR LOCATIONS DFFORL Y011 DIG Stondord Plat 407. The, cleanout at the building Shcil ba 4 Lf`JR [_0CAT0R3 I 8nr; 424 SJ.5 installed to Deduce grade. All athe, riccnour.s s'+dtl hr inita:•: to within 12' of tn.0 cvricc� PUBLIC WORKS e.? t. • .4. !i11 I DEPARTMENT "AS- BU I ILTT) N OTE: "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUVIA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. " w/1 I CITY OF Nt>Rlzo►frw IwiD ,�/,LEST RENTON N � Planning/Building/Public Works Dept. TYPICAL BUILDING SEWER SM. PLAN - 406.2 FROM PROPERTY LINE TO -- -- - - BUILDING CONNECTION I AUGUST 201:3 9470 L'.' t1� 1 10NAL " "it'd S-399905 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS 156th AVE SE SEWER EXTENSION 1 /17/2016 PEI-SEWER DETAILS AND NOTES P HM PERMIT NUMBER C 18000328 917003B SHM. 5 of i 00 N 0 co Co 00 r= an _O V) z w F-- X w w w w V) w �C co Ln m PORTION OF THE NE 1 /4 OF THE NW 1 /4 � SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. � CITY OF RENTON, STATE OF WASHINGTON N 156 th ACE SE SEUUER EXTENS ON � CITY OF RENTON, STATE OF WASHINGTON S00'29'11" 78.76' 0 W m K D m TLC 1423059092 CITY OF RENTON PERMIT NUMBER C 18000328 ka 156th AVE SE TL#142305— 9116 z o� S2 CITY OF RENTON MON # 2103 FOUND COPPER PLUG IN CONCRETE MON IN CASE. AT THE INTERSECTION OF SE 128th STREET & r6th AVE SE o N 180828.789 w E - 1319243,764 � EL - 547.94' RESTORE NOTE RESTORE EXISTING DITCHES TO PRE -PROJECT CONDITION I IF DISTURBED BY CONSTRUCTION ACTIVITIES. REPLACE ANY EXISTING CULVERTS REMOVED FIR SIDE SEWER 1 I CONSTRUCTION. REPLACE WITH 12" MINIMUM SIZE I J�. I t, I 536 r�gti TL#142305-9071 / I #142305— 9072 o- ff3 TL#142305— 0' o -Q- GAS LINE i GAS LINE xv -2 O1 -------- -�,�Zw - -- _------- CENTERLINECROWN -- -- -- 22f00 CENTERLINE ROWN--------------------2300--------- -- - - F U- -= -- - - - -- -- -- - -_------=----25f00 /w i w/ — iW -- — ,-.-- iri7�-„�-,�-,`.w-,---��' w w w ` w ---I w- c w i i w— / / / �.. ST — — — ST T 524 �- l 2� S _ ® CYCLONE FENCE j_ o� RENTON — tL� 2=1— = K T ---� 156th AVE SE ��� CYCLONE FENCE `32 KING COU TL# 366450-0185 CITY OF f ENTON MON # 1909 J 1 EROSION CONTROL MEASURES FOUND BRASS PLUG IN CONCRETE � INSTALL STRAW WATTLES PER CITY OF MON IN CI TL# 366450-0200 ° SE. AT THE INTERSECTION RENTON STD PLAN #213.40 AND KING C UNTY OF SE 14Pnd STREET & 156th FF � 366/��D_01 1 TL# 366450-0205 STD PLAN D.2.1.2 E PLACE WATTLES I N — 176990.035 TL# ALONG THE WEST SIDE OF DITCH AND/OR PER E — 1311 223.17 THE DISCRETION OF THE CITY OF RENT N EL — 371,59' I INSPECTOR AT THE PRE CONSTRUCTION MEETING I I 1 I I EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE —CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS, 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 6. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. /-/'�---- --- -------------' --------------------------------------------- i GAS u l - -274 00 - RLINECROWN------------26+0(✓ �t� AVE e J�-----------------------------'--_ CENTE� 28+F00 w w w w w w w w -- GCNG��N�P CYCLONE FENCE RENTON p0; -7 KING COUNTY w h 41- TL# 366450-0181 ( TL# 366450-0165 Cn CD 00 I 1 -P_ "AS —BUILT" NOTE: "AS —BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. STRAW WATTLES 7,. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE SEWER STUB NOTE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. NO EXISTING TREE SHALL BE REMOVED FRO SEWER STUB 8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS INSTALLATION WITHOUT PRIOR APPROVAL FORM THE CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S CITY OF RENTON. EROSION AND SEDIMENT CONTROL STANDARDS. 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS, 11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 12. UPON COMPLETION OF THE PROJECT, ALL DISTURBER AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 19TOUMA ENGINEERS AND LAND SURIVEYORS,PLLC 4 255 SW 41st STREET — RENTON, WA 98057 5 PHONE (425) 251-0665 FAX (425) 251-0625 11 NO. PER THE CITY OF RENTON REVIEW DAN T 8/24/181 SURVEY'- TOUMA DEWNED: TOUMA CHANGED 486LF TO 511LF PER BOUNDARY ADJUSTMENT DAN T 3/04/19 DIMM' DAN REMOVED 5 SS STUBS DAN T 3 19 19 CHECKED: M HT REVISION BY DATE APPR I APPROVED: SCALE 1 "=20' ONE I MJCH AT FULL SCALE IF NOT ONE INCH SCALE AcWRDINGLY PAVEMENT NOTE ANY PAVEMENT AND/OR ROW I RESTORATION IN KING COUNT`( ROW SHALL PE AS PER KING COUNTY ROW PERMIT CONDITIONS. RESTORATION IN THE CITY OF RENTON RIGHT OF WAY TO BE PER CITY OF RENTON STANDARD TRENCH AND STREET OVERLAY REQUIREMENTS. 156th AVE SE WILL BE A GRIND AND FULL OVERLAY VICINITY MAP SE 128TH ST SITE SE 132ND ST LLJ LLl C SE 133RD ST E 1ST ST Q LO Q o Ln hE 2ND T SE 2-ND PL \40MCAL: MAW lase HORIZONTAL NAD 1963/1991 o CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) I inch = 30 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 300OW TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: AUGUST 2014 BASIS OF BEARING: NE 2nd STREET BENCHMARK: CITY OF RENTON MON # 2103 N 1 /4 OF SECTION 14— 23— 5 PLUG IN CONC IN CASE AT THE INTERSECTION OF SE 128th STREET AND 156th AVE SE ELEVATION = 547.94' (NAVD 88) LEGEND Fol CB (TYPE 1) FT TELEPHONE VAULT O STMH (TYPE 11) ° TELEPHONE CABINET OS SANITARY SEWER MH SIGN CONIFER TREE WATER VALVE 91 WATER METER/SERVICE O DECIDUOUS TREE -b- FIRE HYDRANT ® MONITORING WELL -c� UTILITY POLE o MAIL BOX &--GUY WIRE � SIGNAL CABINET PK NAIL POWER JUNCTION BOX ® MON IN CASE/ 3 LIGHT POLE O EX RF_BAR / PIPE GAS VALVE AS NOTED 0 POWER VAULT • SET 1 /2" REBAR AND CAP LS#38992 ❑� POWER PEDESTAL • PROPOSED SSMH 9� PROPOSED PAVEMENT PROPOSED SSCO RESTORATION 120 KING COUNTY/RENTON ROW SEWER NOTE THE PROJECT WILL EXTEND 511 TOTAL LINEAR FEET OF 8" DIAMETER SEWER MAIN. THERE IS 166 LINEAR FEET IN THE CITY OF RENTON RIGHT OF WAY AND 345 LINEAR FEET IN KING COUNTY RIGHT OF WAY. THE SEWER SYSTEM ADDITION IS 1 SEWER MANHOLE AND 3 SIDE SEWER STUBS. OWNER H. To I VA R M o� of WA& 1A, K J S A L A � r�,��, 10906 144th AVE SE � x RENTON, WA 98059 206-- 3.53— 3168 ��S �9470 ,� ENGINEER/SURVEYOR `sIONAL TOM TOUMA (ENGINEER) TOUMA ENGINEERS AND LAND SURVEYORS, PI_LC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET SITE ADDRESS A 0 TAX PARCEL#366450--0184 13010 156th AVE SE RENTON, WA 98059 992 tsT� DNR MONUMENT NOTE ` NALLAl� DNR REPORT WILL BE REQUIRED IF ANY REMOVAL OF ANY SURVEY MONUMENT LOCATED WITHIN THE RIGHT OF WAY S-399901_ APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS 156th AVE SE SEWER EXTENSION EROSION CONTROL PLAN PERMIT NUMBER C 18000328 GATE 10/17/2016 RELDBOOK: PAGE: DRAWING NO. 917003B SHEET: 6 OF: 7 • • :f an KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL EROSION AND SEDIMENTATION CONTROL NOTES (1) Approval of this erosion and sedimentation control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g. size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.) (2) The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESe facilities is the responsibility of the applicant/ESC supervisor until all construction is approved. (3) The boundaries of the clearing limits shown on this plan shall be clearly flagged by survey tape or fencing, if required, prior to construction (King County SWDM Appendix D). During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant/ESC supervisor for the duration of construction. (4) Stabilized construction entrances shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as constructed wheel wash systems or wash pads, may be required to ensure that all paved areas are kept clean and track out to road right of way does not occur for the duration of the project. (5) The ESC facilities shown on this pion must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, flow control BMP locations (existing and proposed), and adjacent properties is minimized. (6) The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g. additional cover measures, additional sump pumps, relocation of ditches and silt fences, perimeter protection etc.). (7) The ESC facilities shall be inspected daily by the applicant/ESC supervisor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities. (8) Any areas of exposed soils, including roadway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC cover methods (e.g., seeding, mulching, plastic covering, etc.). (9) Any area needing ESC measures, not requiring immediate attention, shall be addressed within seven (7) days. (10) The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month (more frequently as required by the DPER site inspector) or within 24 hours following a storm event. (11) At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment —laden water into the downstream system. (12) Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration system, the temporary facility must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. Flow controlBMP facility areas (existing or proposed) shall not be used as temporary facilities and shall be protected from sedimentation and intrusion. (13) Cover measures will be applied in conformance with Appendix 0 of the King County Surface Water Design Manual. (14) Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the DPER inspector for review. CONSTRUCTION STORMWATER POLLUTION PREVENTION RECOMMENDED CONSTRUCTION SEQUENCE (1) Pre —construction meeting. (2) Post sign with name and phone number of CSWPP/ESC supervisor (may be consolidated with the required notice of construction sign). (3) Flag or fence clearing limits. (4) Install catch basin protection and flow control BMP area protection as required. (5) Grade and install construction entrance(s). (6) Install perimeter protection (silt fence, brush barrier, etc.). (7) Construct sediment ponds and traps. (8) Grade and stabilize construction roads. (9) Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. Construct SWPPS controls in anticipation of scheduled construction activity (e.g., concrete —related pH measures for utility, vault or roadway construction) (10) Maintain erosion control and SWPPS measures in accordance with King County standards and manufacturer's recommendations. (11) Relocate erosion control and SWPPS measures or install new measures so that as site conditions change the erosion and sediment control and pollutant protection is always in accordance with the King County Construction Stormwater Pollution Prevention Standards. (12) Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, or equivalent. (13) Stabilize oil areas that reach final grade within seven days. (14) Seed or sad any areas to remain unworked for more than 30 days. (15) Upon completion of the project, all disturbed areas must be stabilized and BMPs removed if appropriate. TOUMA ENGINEERS AND LAND SURVEYQRS,PLLC 255 SW 41st STREET N RENTON, WA 98057 PHONE (425) 251-0665 FAX (425) 251-0625 NO. PORTION OF THE NE 1 /4 OF THE NW 1 /4 SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RENTON, STATE OF WASHINGTON STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS '— 10 25' (3-8m) ROLL SPACING DEPENDS ON SOIL' TYPE AND SLOPE STEEPNESS LIVE (1.2m7"1 ADJACENT ROLLS SHALL TIGHTLY ABUT SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS 8"-10" DIA. (200-250mm) :AW WATTLES 1" x 1" STA E NTS NOTES: 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3" x 5" (75-125mm) DEEP, DUG ON CONTOUR. 2. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. REVISION BY I DATE I APPR SURVEYM. TOUMA ° ouMA DINO: DAN CHEMM M HT W.M. s�. BUIIT" NOTE: "AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOUMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. 1 "= 20' F NM ()HE 04(;H SCALE Xf00MLY ►aPOzoK: ww M�,i0, CITY OF RENTON Planning/Building/Public Works Dept. 847D �tl TONAL S-- 3C)9901 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS 156th AVE SE SEWER EXTENSION 1n7/201E KING COUNTY EROSION CONTROL NOTES PERMIT NUMBER C 18000328 917003B 00 Cal 0 CD 0 00 `_ 0 O 0 Q 0 00 No III V) QO In It—