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HomeMy WebLinkAboutzS-3962SetNE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON N co m co 0 W W rr U Q U n Cn z 0 z W rr 00 0 00 0 m 0 N U N 0 n 3 J n I Q !n 7 m I N Q N IT C 3 0 0 E E 0 C) 0 0 U Q co 0 ry Q0 i 0 N 0 i s= .3 0 0 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center ........V. ......... ° a - - -- --- -- — c--------- ........ ° SCALE: 1" — 20' `\I I ............. --�-- I 0---------- —------- ------ -- mow— w -�---- _15' WATER_ -- ---- ���"� -DNWVEA— ' �— _; -----ESMTjc 20' 0 20' 40' I - - ... ....4+00 wW '- ---- - - - -- -- -- -- i— �- 00w NM I. . - LEGEND w c� fi x 12� ; ° 1 . POWER------- / ---- -- I � o 7r\�� Fr\r�r LE I I - - - - ESMT. STORM PIPE — r ,,/ , \ ' _— � \ � �------ - - - - -- DRAIN PIPE N r \ T \ SEWER PIPE I\ � ,TBR a \ — — — _ — \ .. — — WATER PIPE 10' LANDSCAPE J I — _ _ _ BUFFER I i o o o o E� 0 0 0 o i .. ® DOWNSPOUT o -- I ° O GAS LINE I _ — i-----=�__ - -- II ------------ s---- — --L--\ \h , . . . . . . . I . . . . . . . . . . . . . . . . . I ❑®G STORM DRAIN CLEAN OUT L ® ...... ......... .... 1 STREET LIGHT CABINET d� 15.5' R/W DEDICATIONI ... ......... .... TYPE I JUNCTION BOX CABINET W/ CONCRETE PAD I I I _ I I I E]ELECTRICAL SERVICE I 30 141 II III od tI II i iI I I E W PP UNDERGROUND POWER LINE 96 0 DETENTION PIPE COTTAGEA l � POWER VAULTPER STD. 235.00 o PVMT PVMT POST INDICATOR VALVE C I® + I I I I -- I N / 0 SIDE SEWER CLEAN OUT // Q STORM DETENTION 8p' ,--- �-- ----- I I a T ... � ° ,.I� ----- ROOFLINE - - - ----------------- FENCE - - -�- --- \ — — — — — — —� --------------� , .......... ... ... cn1 11,,.. --- W - - - - - - NEW ROADWAY LIGHT POLE I- I _ \ \ 1 +CO 2+001, _ _ �, a l /i NEW PEDESTRIAN LIGHT POLE ® 20' CITY - J ® - _ - - _ ------------ T - - - 3+00 EMERGENCY 110 - 6'x10' MODULAR WETLAND / ACCESS ESMT I _ _ _ _ r- - - - - _-_- -�_ _- - / NOTE / I I r------- ---------- ----- --�- ------ d _ 1. EXISTING 108TH AVE SE FRONTAGE OVERHEAD POWER TO BE REMOVED AND L - - �' �... . ° RELOCATED UNDERGROUND PER REQUIREMENTS SET FORTH BY PUGET SOUND / I - - - - - - I \� I S .......f ................. ENERGY AND CITY OF RENTON. .. s. S 2. MAINTAIN AND REUSE EXISTING STREETLIGHT ON EXISTING UTILITY POLE BEING I I I I I RELOCATED 22 FEET NORTHWEST 20' i i , �_ I I :. _. /. 3. REFER TO ELECTRICAL PLAN FOR LOCATION OF ONSITE ELECTRICAL ROUTING. 11 i I i II l� i 10' LANDSCAPE I I LIES 3.3' E. OF BUFFER PROPERTY LINE L� I i I I I I1Li 10 LANDSCAPE I I f BUFFER s =�-_ -- POWER POLE I — �� —-------------------- ----- J--�---- � — — — — ------ � I--i li TBIR °.d I- -------—_---- --- �— / LIES 4.2' E. AND I I -------------------------- ---Q-- -------------_ -� I .�..... ------------------ ---- 5.2' N. OF9 �. ........ / 110 — �- ................... °�2 ° PROPERTY LINE SD I 4 \ 1 \ — — — ESMT 4.5' R/W DEDICATION ------------ _ ��: - - - .............................. ° �L _-- .... --- — \ W ° 1 'N — c �y ....... ° o — I I� d 1 thANNIVEPCAQV Surveying Engineering Planning 20210 142nd Avenue NE Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.com 0 1 AS -BUILT DRAWINGS NO. REVISION MEV 12-13-18 SURVEYED LDC DESIGNED: MEV DRAWN: NC CHECKED MEV BY DATE APPR wPRm:MEV SCALE: TOPOGRAPHIC DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. 1 " = 20' HOMMAL: HAD t9es/tssl ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CITY OF PRI RENTON Planning/Building/Public Works Dept. AS-BUILT DRAWINGS N COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON SPECIAL CARE COMMUNITY, LLC RENTON SPECIAL CARE COMMUNITY 17033 108TH AVE SE, RENTON, WA 98055 COMPOSITE UTILITY PLAN R-396218 04-08-17 FIEUMM: ME DRAWING W: UT- 01 18 23 co 00 co N O O r W, u T n S-396201 W-396201 Ln 0 0 3 i 3 i Q r i m I a 3 0 0 i E E 0 v 0 0 a 0 c i 0 N i U i n 6) 0 0 PROJECT INFORMATION SITE ADDRESS: 17033 108TH AVE SE, RENTON, WA 98055 TAX PARCELS: 0087000285, 0087000293 GROSS SITE AREA: 65,715 SF (1.51 AC) ROW DEDICATION AREA: 4,565 SF (0.10 AC) NET SITE AREA 61,150 SF (1.40 AC) EXISTING USE: SINGLE-FAMILY RESIDENTIAL PROPOSED USE: CONVALESCENT CENTER - CONDITIONAL USE CURRENT ZONING: R-14 CURRENT COMP PLAN: R-14 WATER: SOOS CREEK WATER & SEWER DISTRICT SEWER: SOOS CREEK WATER & SEWER DISTRICT POWER: PSE GAS: PSE TELEPHONE: CENTURYLINK CABLE: COMCAST SCHOOL DISTRICT: RENTON #403 FIRE DISTRICT: RENTON RFA SEISMIC DESIGN CATEGORY: D IBC DESIGNATION OF OCCUPANCY: 4-1 STRUCTURAL DESIGN CRITERIA: LOAD OF 30 TON VEHICLE, 75 PSI, AND 26%26" OUTRIGGER PER RENTON RFA MAXIMUM BUILDING HEIGHT: 35' SETBACKS: FRONT: 15' REAR: 10, SIDE: 4' SIDE (ALONG STREET): 15' OPEN SPACE REQUIREMENTS MINIMUM OPEN SPACE REQUIRED: 0 SF IF THREE OR FEWER DWELLING UNITS 350 SF PER UNIT IF 4 OR MORE DWELLING UNITS IMPERVIOUS REQUIREMENTS MAXIMUM IMPERVIOUS: 80% MAXIMUM LOT COVERAGE: 65% NEW IMPERVIOUS: 43,072 SF (70.40%) NEW PERVIOUS: 18,078 SF LOT COVERAGE: 17,306 SF (28.30%) REFUSE AND RECYCLING AREA REQUIRED RECYCLE: 51 SF REQUIRED GARBAGE: 102 SF PROVIDED: 180 SF PARKING REQUIRED: REQUIRED= 34 STALLS 25% REDUCTION= 26 STALLS COMPACT STALLS ALLOWABLE: 8 STALLS ADA STALLS REQUIRED: 2 STALLS PARKING PROVIDED: 26 STALLS COMPACT STALLS PROVIDED: 7 STALLS ADA STALLS PROVIDED: 2 STALLS LEGEND AND ABBREVIATIONS EXISTING SYMBOLS ABBREVIATIONS SYMBOL DESCRIPTION CB CATCH BASIN O FOUND CASED MONUMENT, AS NOTED CENTERLINE FOUND REBAR & CAP, AS NOTED CMP CORRUGATED METAL PIPE O SET REBAR AND CAP CID CONCRETE PIPE `E1' STORM DRAIN MANHOLE EL ELEVATION STORM DRAIN CATCH BASIN EXIST. EXISTING O SANITARY SEWER MANHOLE 0NATURAL GAS VALVE FLOWLINE FIRE HYDRANT IE INVERT ELEVATION WATER VALVE LCPE LINED CORRUGATED POLYETHYLENE PIPE ® WATER METER PROPERTY LINE BOLLARD O PP POWER POLE POWER POLE W/LIGHT PVC POLYVINYL CHLORIDE PIPE POWER POLE R/W RIGHT-OF-WAY O TELEPHONE MANHOLE STA STATION MAPLE TREE SD STORM DRAIN CEDAR TREE SS SANITARY SEWER PROPOSED STORM SYMBOLS SSMH SANITARY SEWER MANHOLE SYMBOL DESCRIPTION SWPE SOLID WALL POLYETHYLENE PIPE C SO CAP TYP TYPICAL TYPE 1 CATCH BASIN, GRATED LID TBR TO BE REMOVED © TYPE 1 CATCH BASIN, SOLID LID TYPE 2 CATCH BASIN, GRATED LID PROPOSED WATER SYMBOLS Q TYPE 2 CATCH BASIN, SOLID LID SYMBOL DESCRIPTION E WATER CAP ® BEEHIVE MANHOLE COVER CONCRETE BLOCKING C3 SQUARE YARD DRAIN W BUTTERFLY VALVE ® ROUND YARD DRAIN 11' BEND O STORM CLEAN OUT 45' BEND STORM PIPE PROPOSED SEWER SYMBOLS 90' BEND SYMBOL DESCRIPTION 22' BEND E SEWER CAP 0 SEWER CLEANOUT SEWER MANHOLE SEWER PIPE PROPOSED SURVEY SYMBOLS SYMBOL DESCRIPTION SURVEY MONUMENT IN PROPOSED ROAD ►� VALVE } HYDRANT ASSEMBLY '- BLOW -OFF VALVE ow- mi REDUCER AIR -VAC ASSEMBLY WATER METER WATER PIPE NE 114 OF THE SW 114 AND SE 114 OF THE NW 114, SEC 29, TWN 23, RGE 5 E. KING COUNTY, WASHINGTON RENTON SPECIAL CARE COMMUNITY SANITARY SEWER PLANS CITY OF RENTON MON 1640 (D, HORZ & ELEV) 3' BRASS DISC STAM ED 'KING COUNTY SURVEY MONUMENT', IN CASE, DOWN 1.0'. PUBLISHED CO-ORDS: N=170648.98 E=1305835.75 ELEV=466.09 FOUND CO-OORDS: N=170649.17 E=1305835.94 ELEV=465.87 FOUND CASED MONUMENT W/LEAD TACK ........... T-\.Y P '1RG r L • h #DDT 70002J BENCHMARK FOUND REBAR AND CAP CRONES -l!/ i i �t SET REBAR AND CAP EMW 44651 CORNER LIES 2' N17W OF PROPERTY N8873'13'W 299.81'(C ............ � .... ,. .....'.'.'.'.'.'.',•, DR/VEA Tr1:C Pr1F�C�L i�\� TAXPr1f�C�1 #DD:37OD0276 0DDc`31DDD20 3 FOUND 1.5' PIPE 0.85' N11'W OF I �' -- PROPERTY CORNER SET REBAR AND CAP {- :... I `.. EMW LS1446515�� M • REBAR AND CAP r EMW LS144651 � r•r COTTAGE B COTTAGEA r TAX PAjF?CE:L r #DD870CJD2-31 3' I 10 r LQ CITY OF RENTON MON 1862 (C, HORZ ONLY) `r COPPER PLUG WITH PUNCH ON A 4'X4' i r `� ' ' ' ' ' ' CONCRETE POST IN CASE, DOWN 0,45'. �'. - COTTAGE C PUBLISHED CO-ORDS. N=168056.01 i TAX FARC L E=1300198.93 r: COTTAGED 40007D0D235 FOUND CO-ORDS r_ �r I N=168056.34 I r i �--_ ---�_.�.r -- -- -�------- r--------1-- � I � E=1300199.16 ----- ..... . :. SET REBAR AND CAP EMW LS144651 ...- .............. ._ ago 7C... ... ........ �05MO624)- . i SET REM, AND EAp .. ! ......... . ass 9�s� .............. .:.:. 'r,' .. E�w ts�4 �i.............:.:............................ *sy . �.�1.... . . ...... �.... 58.68!(R2)... _ --- - - - N880T55-E i.........:...' .... . 661.35'(P) ....... .... _ FOUND ............ .. FOUND CASED _; - - - MONUMENT �...... . W ACK .. ................ I .............I........... I .....'.'..'.'.'..'.'.'.'.' .'.' .. / CITY OF RENTON MON11915 (B, ELEV ONLY) COPPER PLUG IN A J CONCRETE FILLED PIPE IN A WSOOT CASE. DOWN 0.30'. PUBLISHED CO-ORDS: ELEV=380.86 FOUND CO-OORDS: ELEV=380.70 TABLE OF CONTENTS GENERAL NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT". 2. THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED. 4. FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE. 5. RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT. 6. NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR. 8. PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR. 9. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE -CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK. 10. THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT 11. REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. 12. CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 13. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 14. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. 15. EXISTING MANHOLE NO.33-7 SHALL BE CORE -DRILLED AND RE -CHANNELED AS REQUIRED TO RECEIVE INCOMING FLOW FROM THE NEW SEWER. 1 COVER SHEET 2-3 SEWER PLAN AND PROFILE 4 CONSTRUCTION PROVISIONS A MATERIALS 5 SURFACE RESTORATION A DETAILS 6 SEWER DETAILS S=396202 i 1 SCALE: 1" = 40' 40' 0 40' 80' SURVEY INFORMATION V/C/NITYMAP SCALE: 1" =2000' LEGAL DESCRIPTION LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. TOGETHER WITH: THE SOUTH HALF OF LOT 15, BLOCK 4, AKER S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM - NAVW8 NORTH AMERICAN VERTICAL DATUM-1988 BENCHMARK PROJECT BENCHMARK - FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP) ELEVATION = 409.72 FEET PROJECT BENCHMARK.' CITY OF RENTON MON11640 J" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE FOUND CO-ORDS: N=170649.17 E= I J058J5. 94 ELEVATION = 465.87 FEET BASIS OF BEARING THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N 01.4J J2" E EQUIPMENT & PROCEDURES METHOD OF SURVEY - SURVEY PERFORMED BY FIELD TRAVERSE ::.. I NSTRUMENTA nON.• LEICA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION :. ... PRECISION. f-I�G MEETS OR EXCEEDS STATE STANDARDS WAC JJ2- I JO-090 BASIS OF BEARING: THE MONUMENTED CENTERLINE OF 1087H AVE. S.E., AS THE BEARING OF N 01 '4J J2" E. CONTACT LIST ONNER/APPLICANT SURVEYOR: RENTON SPECIAL CARE COMMUNITY, LLC LDC, INC. 27J1 77TH AVE SE, SUITE 20J 20210 142ND AVE NE MERCER ISLAND, WASHINGTON 98040 WOODINVILLE, WASHINGTON 98072 CONTACT.' KEVIN CARL CONTACT- MICHAEL MERRITT, PLS, CFedS PHONE: (206) 778-4725 PHONE: (425) 806-1869 kevin®magnet-dd.com FAX: (425) 482-289J EMAIL: michoelmOldccorp. com CIVIL ENgNEER.• LDC, INC. ARCH17ECT 20210 142ND AVE NE JENSEN FEY ARCHITECTURE AND WOODINVILLE, WASHINGTON 98072 PLANNING P. S. CONTACT- MARK OLLWOCK, PE 77JO LEARY WAY PHONE: (425) 8C5-1869 REDMOND, WASHINGTON 98052 FAX- (425) 482-289J CONTACT: REUBEN RIOS EMAIL: mvillock®ldccorp. com PHONE.- (425) 216-OJ 18 EMAIL: rrios®jensenfey.com LANDSCAPE ARCH17ECT ELM ENVIROMENTS GEOTECH.' 1925 POST ALLEY, SUITE JB PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI) SEATTLE, WASHINGTON 98101 20508 56TH AVENUE WEST, SUITE A CONTACT- GREG MURPHY LYNNWOOD, WASHINGTON 98OJ6 PHONE. (206) J9J-826J GEOTECH CONTACT MICHAEL S PLACE, PE EMAIL: gmurphy@elmenv.com PHONE: (425) 409-2504 FAX: (425) 582-819J CESCL- EMAIL: michael.place®psiuso.com INTERTEK-PSI 20508 56TH AVE W, SUITE A L YNWOOD, WA 9804J CONTACT.' MICHAEL S. PLACE, PE PHONE.- (425) 409-2505 EMAIL: michael.p/ace®psiuso.com PLAN REVIEW # 04-1346 TOPOGRAPHIC DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE Call 2 Business Days Before You Dig FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE 811 or 1-800-424-5555 ENGINEER. Utilities Underground Location Center r 2�j' �j Eli �j �>, 2�j Eu> CD a Q i cO to CV i r- I C4- CD I OO O I - IV N V) o (n z Cn z Ln Z V) z V) z Z CD ME M O o 0 0 U W Y w Of Y w 0C U Y w 0C Y w � cV W Z U (n U Ln W a- U in U cn Z Q = O cn O cn m U-jN O Ln O cn U a W CLfl- W W aa_, > W W a_ W a- J w U_ r- _ 2 w 2 Q N cO _ Ln CI I Q] C-4 N N ZN rn -.4' Ln c0 I- ' � •C C a, T CO N o w CJ Ln U) > �n 6w G. E u " ,: a `o U J w N y c y Q >� <y c = 7 c 000 N U Z Z 02 C0 0Cl) 2 Zo W W L) W W C0 W Ots W Q CU W J W Q O - v 1 �W W W W v WZ 0 Cl)O O z � W E • vIL WAS/77L�Q� Q pp •2 40908 /�� JOB NUMBER: 16-137 DRAWING NAME: 16137A-WS-CS DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: 1"=40' JURISDICTION: SOOS CREEK 84SE MAP C2 DRAWING: COVER SHEET 1 OF 6 420 E 0 I m 0 N d5 0 O 0 3 rc m I Q r r� m I Q i 3 0 0 T E E 0 Q) 0 a U a a a) rr i 0 N i a_ 0 0 NE 114 OF THE SW 114 AND SE 114 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON A CROSSING #1 STA. 0+17.74, 7.94' RT. 12" SD IE=391.64 8" SS CROWN=389.11 SEPARATION=2.53' CROSSING #2 STA. 0+24.98, 7.94' RT. 10" DI WA IE=394.21 8" SS CROWN=389.67 SEPARATION=4.54' I � - ...-.._... --• SS S_0.07T1 6g EASEMENT CROSSING #3 STA. 1 +23.31, 21.98' RT 8" SD IE=400.88 8" SS CROWN=399.01 SEPARATION=1.87' FINISHED GRADE AT SEWER ALIGNMENT CL EXISTING GRADE ATE I SSMH-1346-03, STA. 1 +09.29, 7.97' RT. R►M= 403.31 CROSSING #4 STA. 1 +23.24, 30.40' RT. 8" SS IE=403.75 8" SD CROWN=402.25 SEPARATION=1.50' EX-SSMH IE= 395.41 (T 1 IN (NE) VERIFY INVERT ELEV IE= 395.31 (TO OUT S) ;- PRIOR TO CONSTRUCTION) IE=395.41 STA. 15+36.42, 6.21' RT. (172ND ST) SSMH-1346-02, RIM=390.63 STA. 0+64.29, 7.95' RT. IE=379.28 IN (E) RIM=400.38 IE=379.18 �8"O� 8"�OUT (W) IE= 392.16 0 15 IE= 392.0680 _ 161 -LF: _Ir PVC 29 LF. 8' SS S=0.1000 SSMH-1346-01, CUT IN j STA, 16+89.36, 4.56' LT. ' RIM=397.92 SSMH-1346-04, IE= 386.70 IN (N STA. 1 +29.49, 28.29' RT. IE=386.60 �8::O� 8"0OUT �S) - RIM=405.64 85 LF. 8" PVC IE= 398.41 TO IN (N IE= 398.31 �ErO� OUT �SW) E(-SSMH SEWER ALIGNMENT VERIFY INVERT ELEV SCALE: HOR: 1"=20' 34 LF. Er SS S=0.0100 _. _. PRIOR TO CONSTRUCTION) �- VER: 1"=10' STA. 17+82.23, 3.56' RT. (72ND ST) RIM=400.75 IE= 391.23 PVC IN (S) IE=391.13 �6::O 8"0 PVC) OUT (N) O rn J Z \\ PARCEL � O rnm #JJc3 fUJ�2c3-J z � s o -10' SD ESMT pq 0' CITY EMERGENCY --- ACCESS ESMT 111 `7­7 L---------- _ _- - - _ SSMH-1346-03 --- 1+00 M 6', SEE C1-3, PG. 51- 16 WATER & - - ROPOSED SEWER ESMT WATER SSMH-1346-02 I 4.5' R/W DEDICATION I 6" MIN ®2% MIN - i C.O. IE=404.00 COTTAGE D FF ELEV=410.50 SSMH-1346-04 15 LF. 8" SS GREASE INTERCEPTOR INTAKE STA. 1 +77.87, 28.48' RT. RIM=408.00 IE= 399.73 (8"0) IN (N) GREASE INTERCEPTOR OUTFALL STA. 1 +68.87, 28.47' RT. RIM=408.00 IE= 399.40 (8" 0) OUT (S) 5 LF. 8r SS S=0.1100 SSMH-1346-05, STA. 1 +64.04, 28,38' RT. RIM=407.11 IE=398 85 TO IN (N) IE= 398.75 8"O OUT ((S) IE=39885 6"0 IN (E) TAIX PARCEL 420 400 380 ITA STORM DETENTION PIPE, TYP --------------------------------------------------, I --__ �- �----- O SSMH-1346-05 PRIVATE GREASE- ._ ti ------ 60 w I o w l 3 I I� 3 w - -._I -- - ----- 1 L --- r 6" MIN 2% MIN C.O. IE=404.00 GREASE INTERCEPTOR OUTLET COTTAGEA FF ELEV=410.50 6" MIN ® 2% MIN C.0 IE=404.00 GREASE INTERCEPTOR INTAKE I I I I I I 1 I I r_ I 1 I 1 I 1 1 1 I 1 I I I 1 I I SURVEY INFORMATION LEGAL DESCRIPTION LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. TOGS HER WITH: THE SOUTH HALF OF LOT 15, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM - NAVD-W NORTH AMERICAN VERTICAL DATUM-1988 BENCHMARK PRWECT BENCHMARK.• FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP) ELEVATION = 409.72 FEET PROJECT BENCHMARK.• CITY OF RENTON MON11640 3" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE FOUND CO-ORDS: N=170649.17 E=1305835.94 ELEVATION = 465.87 FEET BASIS OF BEARING THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N O1'4332" E EQUIPMENT & PROCEDURES METHOD OF SURVEY.' SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION.• LDCA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION PRECISION.• MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 BASIS OF BWING.• THE MONUMENTED CENTERLINE OF 108TH AVE. S.E., AS THE BEARING OF N 01'4332" E. SIDE SEWER SERVICE TABLE DIST. TO SERVICE COTTAGE (FROM DOWNSTREAM SERVICE LENGTH TO IE AT MAIN FINISHED STUB DEPTH AT SLOPE MANHOLE) STUB CONNECTION FLOOR ELEVATION STUB A-1 0+ 20 399.73 410.50 404.00 6.50' 21.3X A-2 0+ 1 20 398.85 410.50 j 404.00 6 50' 25 7x 8 0+ 61 401.60 410.50- -404.5 i 6.' 4.87i % - -. - 0+ C 46 401.60 410.50 ; 404 6 5' S 27i D 0+ - 27 395.41 410.50 404 6.5' 31.8x 0 w > w 60 SCALE: 1" = 20' MINI 20' 0 20' 40' LEGEND STORM PIPE DRAIN PIPE ------ SEWER PIPE WATER PIPE P POWER PIPE G-- GAS PIPE S EX -SEWER O CLEAN OUT m396203 TOPOGRAPHIC DISCLAIMER TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATEL Y TO THE ATTENTION OF THE ENGINEER. PLAN REVIEW # 04-1346 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center -a-, mmmmmmmm i-, i>' �'- � � a,- Q o cr_ r-� _�� CN a Q I cD c0 CV I 1- I "I- T N Z Z C) N o E3� I 00 (n z O C/) z m� N Z I Cn z m I N V) z m 0 o=� L 0 0 m 0 M o m 0 m 0 f WQ w Y L'-'JiJ u Y W U U Y LLIJ U Y W U N U Z QQ cn O cn O w a- V) O V) O= a W = O V)cn CD � L-jN O cn O cn U o W a W a W a-a� > a W a- W a- J W u- ^ 00 Q N "' 1 "' 'n ^ a' N cal c 0000 > c on cn ua d E 0 2. 0 v 0 �2s z N vs S 3 vQ <� o �3 U Z Z 02 0 ZO J W W O W Uj V) w w C) Z W _J Q 3: W W a v WZ 0 � O o � Z �o / Ujv � E. VILl�A wasg��c O� 0�)� p �' 40908 •, ISTI;RFO SSf0NAL JOB NUMBER: 16-137 DRAWING NAME: 16137A-SS-PP DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: 1 " = 20' JURISDICTION: SOOS CREEK LASE MAP C2 DRAWING: C-136 SHEET 2 OF 8 NE 114 OF THE SW 114 AND SE 114 OF THE NW 114, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHINGTON MIEIEEEIEIE E 0 i m 0 N L6 0 0 N 0 n a, 3 a- a- Cn Q r` r7 .7 m Cn Q i 3 0 0 T E E 0 v 0 0 U 0- V) C 0 0 Cr r` r7 i i 0 N i i 3 a 0 If w w w cn Q w C) aZ 440 co o CD v -- tn Cr Z CN � � z 'r, o 0 - N O W N+ rri O O CN �`n w o0 0 ZI�� IJ w N - W .. _ ;2S J ----- ._.._ N. V) 4J LLJ (V Q 420 EXISTING GRADE -__---____-- - EXISTING GLADE APPROXIMATE w AT SAWCUT LINE AT ROAD ? FINISHED GRADE w 1.19% AT ROAD FLOWLINE � ----_ 0.97% --- --- 1.57% --- --- ��__ 1.81% / --�2'--PAV,* 0 2% (PRIVATE) — — — 72 LF. 1 f SD 0 29 LF. 12� SD 0 n 07M /nonIATr\ i STA 11 +71.49, 41.77' LT RIM=413.23 t=407.60 (12 0_ S,NW EXISTING GRADE FINISHED GRADE AT ROAD AT SAWCUT LINE ^o 0 STA 11+43. EX4I�A�iFAT7, 48"0 RIM=411.62 ISTA. 10+88.84, 25.67' LT. IE=407.84 (1 A5.48 IE= 401.60 6-0 IN W 108THAVESE IE=401.60 �8"O� IN �N SCALE: HOR: 1" =20' IE= 401.50 TO OUT E) VER: 1" =10' `t a - STA 10+43.59, 21.23' LT RIM=411.21 IE=408.68 (fro) W 25 LF. l f PVC 0 1.28% NOTE* TO BE CORE DRILLED AND RE -CHANNELLED FOR NEW S.S. STUB 8" CONNECTION STA 10+46.85, 46.12' LT WITH 8" x6" WYE RIM=410.63 IE=408.36 �ltO� E IE=408.34 l tO N EXST. SSMH 33-2 NOTE: CONTRACTOR TO VERIFY EXISTING AND PROPOSED OTHER j ��4J8 (CALL) UTILITIES 0 PROPERTY S.S. t" , STUB(S) LOCATION PRIOR TO -rr�i� �AF�r r CONSTRUCTION (S.S. STUBS= REQUIRE LINE &�. tf 4P c3 70 0 2E375 GRADE 2% MIN INSTALLATION). EX SEWER m , v • f. Gym •' v Y v9- :f 5►—. +�"' -- — �( , d f F t a o __� m] ° o • v • m a a v ~ — $ — , ro - S — _L — r �y 7 , f EX SEWER - - In --- - M-----M-----M-- --M- ._ M M �-- Y -- - M -- M - -- - - M - = - M- - -- I M N CL EX WATER MAIN I SEE DETAIL S-2 I j 13+00 ON PAGE C2.140, — — + 1 12o0 1 108THAVE SE ' 010+00 _, � , 1 1 +00 � SHEET 6 OF 6 ► ONSITE ESMT I I + + + + 29-23-5 EX SEWER SERVICE o TO BE REMOVED Ftco RAISE TO FINISHED GRADEIRAISE TO FINISH GRADE.89 ~ SEE NOTE 1 I SUBJECT TO SCWSD STD I -EX WATER3 FROM SERVICE EX SEWER N M - EX SEWER SERVICE DETAIL AND REGULATIONS MAIN ------------------- '+ FROM SERVICE ---_�. ---o--------------------------------- - TO BE REMOVED •- ---- i----- -_�--- n ----------------------T - - - -- v -- _ i- a _ ,. - - -----s---- s-- -s--- _- —-s - -- s ----s----s--�--s-----s— _ ---- dam GOP AL 'Main -- - , EXST. SSMH 33-7 8" x6_ WYE F -t 15.5' R W DEDICATION I d 15 ' I 6" MIN SS r 6" MIN SS o o i 54 110' A WATER i i _ cn cn i 1� _ ®2� MIN 0 2% MIN '- C' _ I GAS I' ESMT r I — — — w \ TAX 1— r1 TS.� � I I r ESMT �I �> -o -- �T: 4.5' R W DEDICATION W 4PUJc370C0 2--1 i i ii W �� 15 xf12' �[77;--^,7.7L.��_ ��_0_ -- ri ^�.�.� / POWER ESMT. --i SIDE SEWER CLEANOUI T b: _ I I I I #�9�170i=.000T"I COTTAGEB fi FF=410.50 COTTAGE C j FF=410.50 20' CITY EMERGENCY SIDE SEWER CLEANOUT ACCESS ESMT IE=404.50 3'X6' WATER ESMT—/ NOTE: VERTICAL SEPARATION MAINTAIN 12" MIN SURVEY INFORMATION LEGAL DESCRIPTION LOT 14, BLOCK 4, AKER'S FARM NO. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. 440 TOGETHER WITH. - THE SOUTH HALF OF LOT 15, BLOCK 4, AKER'S FARM N0. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 40 OF PLATS, PAGE 27, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM - NAVD-W NORTH AMERICAN VERTICAL DATUM-1988 420 --- --- -- - - — - PROJECT BENCHMARK - FOUND REBAR AND CAP EMW LS144651(AS SHOWN ON MAP) ELEVATION = 409.72 FEET PROJECT BENCHMARK• CITY OF RENTON MON11640 3" BRASS DISC STAMPED "KING COUNTY SURVEY MONUMENT" IN CASE FOUND CO-ORDS.- N=170649.17 400 E= I J05835.94 ELEVATION = 465.87 FEET BASIS OF BEARING THE MONUMENTED CENTERLI.V/E OF 108TH AVE. S.E., AS THE BEARING OF N 01'43'32" E EQUIPMENT & PROCEDURES METHOD OF SURVEY SURVEY PERFORMED BY FIELD TRAVERSE INSTRUMENTATION.• LEICA TCRA 1105 ROBOTIC ELECTRONIC TOTAL STATION 380 PRECISION - MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090 84S/S OF BEARING. THE MONUMENTED CENTERLINE OF 108TH AVE. SE., AS THE BEARING OF N 01 '4332" E. SCALE: 1" = 20' 20' 0 20' 40' LEGEND STORM PIPE DRAIN PIPE - - - - - - - SEWER PIPE WATER PIPE P­ POWER PIPE -- '° GAS PIPE S EX -SEWER o CLEAN OUT NOTE 1. EXISTING MH-33-7 TO BE RE -CONSTRUCTED TO PROVIDE FOR NEW SIDE SEWER STUBS. CORE DRILLING AND RE -CHANNEL AS REQUIRED. SET RIM ELEVATION PER STD DETAIL S.2. TOPOGRAPHIC DISCLAIMER S=396204 TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER. PLAN REVIEW # 04-1346 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center Q o Of�T �� Q (0 N r_ st w N O t o I op - cI V) cn <n cn cn cn (n O_ z Z z z Z Z Z~ m O M M m m O Z m m m m m 0 0 0 0 0 0 N E U U U U U U Y Y Y Y N w ww w w w k w w U w w cr_ (If Of CC w Z U U w E (n V)m cn cn a 0 0 0 0 0 U = cn cn w cn cn Ln Of w w a w w Uj a a Cl- Qf a a_[Z -00� Q N c0 Lo r N O ' T ZN rn � Ln c0 r-- U Z � Z:D pCO Z 0 L4-j o � � WV o �s W Q C. Q w ZJz Y �w� v WZ Cl) �O C0' w 40908 .ISTER_1�1G1 JOB NUMBER: 16-137 DRAWING NAME: 161J7A-SS-PP DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: 1"=20' JURISDICTION: SOOS CREEK 84SE MAP C2 ,RAWING: C-137 SHEET 3 OF 6 F 0 0 N Ln 0 0 0 d- 0) 3 0 i 3 i Q i m Q / 0) 3 0 0 / 2 E E E 0 U 0 U _o U N a V) CD r i i 0 N U / n 3 0 0 CONSTRUCTA 1. STANDARD SPECIFICATIONS PROVISIONS rised 05-16-11 ALL WORK, MATERIALS AND TESTING SHALL CONFORM TO THE STANDARDS OF SOOS CREEK WATER & SEWER DISTRICT AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", CURRENT EDITION, AS PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS," EXCEPT AS HEREIN MODIFIED. 2. TRENCH EXCAVATION, BEDDING AND BACKFILL ALL WORK WITHIN THE RIGHT-OF-WAY SHALL COMPLY WITH ALL PERTINENT PERMITS, THE GOVERNING AGENCY'S CURRENT ROAD STANDARDS, AND THE STANDARD SPECIFICATIONS. ALL MATERIAL FROM CLEARING AND GRUBBING SHALL BE HAULED TO AN APPROVED WASTE DISPOSAL SITE PROVIDED BY THE DEVELOPER/CONTRACTOR. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ON A NEAT -LINE BY SAW CUTTING. TRENCH SIDES SHALL BE KEPT AS VERTICAL AS POSSIBLE GIVEN THE SOIL CONDITIONS. COMPACTION AND RESTORATION SHALL BE DONE AS DETAILED BELOW AND IMMEDIATELY AFTER THE TRENCH BACKFILL IS PLACED, SO AS TO CAUSE THE LEAST DISRUPTION TO TRAFFIC. ALL PAVEMENT SHALL BE CUT 1 FOOT OUTSIDE THE EDGE OF THE TRENCH ON EACH SIDE. ANY TRENCH EXCEEDING FOUR FEET IN DEPTH SHALL BE PROVIDED WITH ADEQUATE SAFETY SYSTEMS MEETING THE REQUIREMENTS OF THE WASHINGTON STATE INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), CHAPTER 49.17 RCW, AND ALL REGULATIONS ADOPTED PURSUANT THERETO. THE DEVELOPER/CONTRACTOR SHALL HAVE A STRUCTURAL ENGINEER REVIEW AND STAMP ANY AND ALL SHORING PLANS AND CALCULATIONS. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR WORKER SAFETY AND THE DISTRICT AND THE DISTRICT'S ENGINEER ASSUME NO RESPONSIBILITY. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS SUITABLE FOR PIPE BEDDING, THE BOTTOM SHALL BE HAND FINISHED TO GRADE SO THAT THE PIPE WILL HAVE UNIFORM SUPPORT ALONG THE BARREL AND BELL. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. WHEN NATIVE MATERIAL AT THE TRENCH BOTTOM IS STONY OR OTHERWISE NON -UNIFORM, THE TRENCH SHALL BE OVER -EXCAVATED A MINIMUM OF 6 INCHES BELOW THE SPECIFIED GRADE AND A LAYER OF PIPE BEDDING MATERIAL SHALL BE FURNISHED AND PLACED TO THE SPECIFIED GRADE. AFTER THE PIPE IS IN PLACE, ADDITIONAL HAND SELECTED NATIVE MATERIAL MEETING THE REQUIREMENTS FOR BEDDING MATERIAL SHALL BE PLACED AND TAMPED AROUND THE PIPE FOR A MINIMUM OF 4 INCHES ABOVE THE CROWN OF THE PIPE. IF THE NATIVE MATERIAL AT THE TRENCH BOTTOM IS UNSUITABLE FOR FOUNDATION PURPOSES OR WILL HAVE DIFFICULTY PROVIDING UNIFORM BEARING FOR THE PIPE, SUCH MATERIAL SHALL BE REMOVED AND REPLACED WITH A MINIMUM OF 6 INCHES OF COMPACTED FOUNDATION MATERIAL. THE BEDDING MATERIAL SHALL BE CARRIED UP EVENLY ON BOTH SIDES OF THE PIPE SIMULTANEOUSLY IN APPROXIMATELY 6-INCH LAYERS AND EACH LAYER THOROUGHLY COMPACTED WITH APPROPRIATE TOOLS IN SUCH MANNER AS TO AVOID INJURING OR DISTURBING THE COMPLETED PIPELINE. ALL BEDDING AND NATIVE MATERIAL SHALL BE STORED AWAY FROM THE EDGES OF EXCAVATION AND OFF THE PAVED ROADWAY AND SHOULDER, ALL TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY WITHIN THE RIGHT-OF-WAY AND IN ALL AREAS (PAVED AND UNPAVED) WHERE STREETS, ROADWAY SHOULDERS, DRIVEWAYS, SIDEWALKS, OR PARKING LOTS WILL BE CONSTRUCTED OR RECONSTRUCTED OVER THE TRENCH EXCEPT FOR TRENCHES OVER 8 FEET IN DEPTH. WHEN THE TRENCH DEPTH EXCEEDS 8 FEET, TRENCH BACKFILL UP TO 4 FEET FROM THE TOP OF THE TRENCH SHALL BE MECHANICALLY COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE REMAINING TOP 4 FEET OF THE TRENCH SHALL THEN BE MECHANICALLY COMPACTED TO 95% OF THE MAXIMUM DENSITY. IN UNPAVED AREAS AND OTHER AREAS NOT SUBJECT TO VEHICULAR TRAFFIC, TRENCH BACKFILL FROM THE PIPE TO WITHIN 3 FEET OF THE SURFACE SHALL BE COMPACTED TO 90% OF THE MAXIMUM DENSITY. THE UPPER 3 FEET SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY TESTING PER THE MODIFIED PROCTOR METHOD, ASTM D1557. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. A MINIMUM OF ONE TEST SHALL BE TAKEN WITHIN EVERY 500 FEET OF TRENCH LENGTH AND AT DEPTHS UP TO 50% OF TRENCH DEPTH, OR AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. COMPACTION OF LATERALS OR SERVICE LINE TRENCHES SHALL BE TESTED WHERE DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE OR THE GOVERNING ROAD AGENCY. TESTING OF CDF, WHEN USED AS REQUIRED BY THE GOVERNING ROAD AGENCY, SHALL BE IN ACCORDANCE WITH ASTM 04832. TRENCH BACKFILL SHALL BE PLACED IN UNIFORM LOOSE LAYERS NO MORE THAN 12 INCHES THICK AND MECHANICALLY COMPACTED AS SPECIFIED. IN ANY TRENCH WHERE THE SPECIFIED COMPACTION CANNOT BE ACHIEVED WITH NATIVE BACKFILL, THE TOP 4 FEET SHALL BE REPLACED AND COMPACTED TO 95% OF THE MAXIMUM DENSITY WITH IMPORTED BANK RUN GRAVEL. THE DISTRICT'S FIELD REPRESENTATIVE RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AT ANY TIME ON THE BACKFILL MATERIAL. IN CUTS TRANSVERSE TO THE ROAD ALIGNMENT AND AT ALL UTILITY CROSSINGS, THE ENTIRE TRENCH SHALL BE BACKFILLED WITH CRUSHED SURFACING. BACKFILL SHALL BE PLACED AND MECHANICALLY COMPACTED IN 12-INCH MAXIMUM LIFTS. AFTER BACKFILL AND COMPACTION, AN IMMEDIATE COLD MIX PATCH SHALL BE PLACED AND MAINTAINED IN A MANNER ACCEPTABLE TO THE GOVERNING ROAD AGENCY UNTIL REPLACED WITH PERMANENT SURFACING. ALL PIPE AND FITTINGS SHALL BE LAID "IN THE DRY UNLESS OTHERWISE APPROVED BY ENGINEER. TRENCH EXCAVATIONS SHALL BED AT EW ERED BY USING WELL POINT SYSTEMS, SUMPS WITH PUMPS OR OTHER METHODS APPROVED BY THE DISTRICT. DEWATERING SYSTEMS SHALL BE USED IN ACCORDANCE WITH GOOD STANDARD PRACTICE AND SHALL BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF THE EXCAVATION AND MAINTAIN IT CONTINUOUSLY TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. DEVELOPER/CONTRACTOR SHALL SUBMIT THE DEWATERING PLAN TO THE DISTRICT FOR REVIEW AT LEAST 10 DAYS PRIOR TO COMMENCING ANY DEWATERING WORK. ALL DEWATERING EFFLUENT SHALL BE ROUTED THROUGH A DEWATERING POND PRIOR TO RELEASE. GROUNDWATER SHALL BE CONTROLLED SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS OR FORMATION OF 'QUICK` CONDITIONS OR "BOILS" DURING EXCAVATION SHALL BE PREVENTED AND NO SOIL SHALL BE ERODED INTO THE EXCAVATION FROM THE SIDES OF EXCAVATION. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. THE DEVELOPER/CONTRACTOR SHALL AT ALL TIMES HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES, INCLUDING POWER OUTAGES, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKERS FOR THE OPERATION OF SAID EQUIPMENT. DEVELOPER/CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS AND SHALL MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY BACKFILL TO THE REQUIRED DENSITY. THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS AND PROVISIONS FOR MONITORING AND MANAGING WATER DISCHARGED FROM THE EXCAVATION. 3. CONNECTION TO EXISTING SEWER SYSTEM CONNECTIONS TO EXISTING LINES SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF SOOS CREEK WATER & SEWER DISTRICT. THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AND OTHER UTILITIES AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION AND MAKE THE NECESSARY ARRANGEMENTS WITH THE DISTRICT'S FIELD REPRESENTATIVE FOR THE CONNECTION TO THE EXISTING SEWER SYSTEM. THE DEVELOPER/CONTRACTOR SHALL FURNISH ALL MATERIAL, EQUIPMENT AND LABOR NECESSARY FOR MAKING THE CONNECTION UNDER THE SUPERVISION OF THE DISTRICT. THE 48-HOUR NOTICE REQUIREMENT SHALL NOT COUNT SATURDAYS, SUNDAYS, AND HOLIDAYS. WORK SHALL NOT BE STARTED UNTIL ALL OF THE MATERIAL, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE WORK IS ASSEMBLED ON THE SITE. ONCE WORK IS STARTED ON A CONNECTION, IT SHALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION AND AS RAPIDLY AS POSSIBLE UNTIL THE CONNECTION IS COMPLETED. BEFORE ORDERING MATERIALS FOR ANY CONNECTION TO AN EXISTING MANHOLE, DEVELOPER/CONTRACTOR SHALL EXCAVATE THE MANHOLE AND VERIFY OUTSIDE DIAMETER OF ALL PIPES FOR DETERMINING TYPES OF FITTINGS TO BE USED. ALL WORK SHALL BE COORDINATED WITH THE DISTRICT'S FIELD REPRESENTATIVE. THE EXISTING SEWERS SHALL REMAIN IN SERVICE AT ALL TIMES. CONNECTIONS TO SANITARY SEWER MANHOLES SHALL BE MADE USING A SAND COLLAR, A CONCRETE COUPLING OR A KOR-N-SEAL BOOT. THE PIPE TO MANHOLE CONNECTION SHALL BE WATERTIGHT. ANY LEAKS IN THE COUPLINGS OR OTHER AREAS CREATED WHILE CONNECTING TO THE EXISTING MANHOLE SHALL BE SEALED WITH STRATA TECH ST-520 INJECTION RESIN OR APPROVED EQUAL. DEVELOPER/CONTRACTOR SHALL RE -CHANNEL EXISTING MANHOLES AS NECESSARY TO SMOOTHLY DIRECT THE FLOW INTO THE EXISTING SYSTEM. ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND NOT BE PERMITTED TO ENTER THE EXISTING SYSTEM. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR FLUSHING OUT AND CLEANING ANY EXISTING SEWERS INTO WHICH GRAVEL, ROCKS OR OTHER DEBRIS HAS ENTERED AS A RESULT OF THE DEVELOPER'S/CONTRACTOR'S OPERATIONS, AND SHALL PAY FOR REPAIR TO LIFT STATIONS OR OTHER FACILITIES DAMAGED BY SUCH DEBRIS. ALL FLUSHING WATER SHALL BE PUMPED FROM UPSTREAM MANHOLES OR SEWER LINES AND SHALL NOT BE ALLOWED TO ENTER THE EXISTING SEWER. 4. SEPARATION OF UTILITIES MINIMUM SEPARATION BETWEEN SEWER AND WATER MAINS SHALL CONFORM TO SECTIONCI-9.1 OF THE 'CRITERIA FOR SEWAGE WORKS DESIGN", CURRENT EDITION, AS PUBLISHED BY THE DEPARTMENT OF ECOLOGY. MINIMUM SEPARATION BETWEEN OTHER UTILITIES SHALL BE 6 INCHES WITH A SAND CUSHION. PUGET SOUND ENERGY VAULTS, HAND HOLES AND LIGHT STANDARDS SHALL BE LOCATED NO CLOSER THAN 10 FEET FROM ANY SEWER MAINS AND STUB SERVICES. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF VAULTS, HAND HOLES, AND LIGHT STANDARDS WITH THE SEWER STUB SERVICES. NO CONSTRUCTION SHALL START UNTIL THE DEVELOPER/CONTRACTOR HAS FURNISHED THE DISTRICT WITH A WORK SKETCH FROM PUGET SOUND ENERGY OR A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT) IS PROVIDED., 5. THRUST BLOCKING WHEN DIGGING NEAR FITTINGS ON EXISTING PIPELINES, TEMPORARY BLOCKING SHALL BE INSTALLED TO PREVENT BLOWOUTS. BLOCKING SHALL ALLOW FOR ANY CONNECTIONS TO THE FITTING TO BE REMOVED WITHOUT DAMAGING THE FITTING. THRUST BLOCKING SHALL CONFORM TO THE STANDARD DETAILS. WHERE UNFAVORABLE GROUND CONDITIONS ARE ENCOUNTERED, SPECIAL BLOCKING MAY BE REQUIRED AS DIRECTED BY THE DISTRICT IN THE FIELD. 6. SEWER MAIN TESTING GRAVITY SEWERS AND APPURTENANCES SHALL BE TESTED AFTER BACKFILLING BY THE LOW-PRESSURE AIR METHOD IN ACCORDANCE WITH SECTION 7-17.3(2) OF THE STANDARD SPECIFICATIONS, EXCEPT WHERE THE GROUND WATER TABLE IS SUCH THAT THE DISTRICT MAY REQUIRE THE INFILTRATION TEST. FINAL ACCEPTANCE OF THE SEWER MAIN INSTALLATION WILL BE SUBJECT TO THE DISTRICT'S RESOLUTION NO. 1904-S, WHICH ALLOWS A MAXIMUM PONDING DEPTH OF 3/4-INCH. IN THE EVENT OF CONFLICTS BETWEEN THE STANDARDS ESTABLISHED IN RESOLUTION NO. 1904-S AND THE STANDARDS SPECIFIED IN SECTION 7-17.3(2) OF THE STANDARD SPECIFICATIONS, THE STANDARDS OF THE RESOLUTION WILL TAKE PRECEDENCE. 7. REPAIR OF PIPELINE FAILURES BROKEN OR OTHERWISE DEFECTIVE PIPE SHALL BE REMOVED AND REPLACED. REPAIR BANDS OR CLAMPS SHALL NOT BE USED TO REPAIR BROKEN PIPE. 8. JACKED CROSSING AT LOCATIONS AS REQUIRED BY THE DISTRICT OR GOVERNING ROAD AGENCY, OR AS PROPOSED BY THE DEVELOPER/CONTRACTOR, SEWER MAIN CROSSINGS OF ARTERIAL STREETS SHALL BE MADE BY JACKING, DRIVING, OR AUGURING A STEEL CASING PIPE BENEATH THE SURFACE. ALIGNMENT AND GRADE OF CASINGS FURNISHED SHALL BE SUCH THAT NO ADDITIONAL FITTINGS ARE NECESSARY TO MAKE THE CONNECTION. IF THE CASING DOES NOT MEET THIS REQUIREMENT, IT SHALL BE ABANDONED BY FILLING THE CASING WITH MOIST SAND AND A NEW CASING INSTALLED TO MEET THE LINE AND GRADE REQUIREMENTS. NO OPEN EXCAVATION SHALL BE MADE CLOSER THAN 6 FEET FROM THE EDGE OF PAVEMENT. DIAMETER OF CASING PIPE SHALL BE SUFFICIENT TO ALLOW INSTALLATION OF THE SEWER. WALL THICKNESS SHALL BE SUFFICIENT TO WITHSTAND INSTALLATION FORCE AND HIGHWAY LOADING WITH A MINIMUM THICKNESS OF '%-INCH. AFTER THE SEWER MAIN HAS BEEN ADJUSTED TO GRADE, MOIST SAND SHALL BE TAMPED INTO THE CASING PIPE SO THAT ALL VOIDS WILL BE FILLED. MANUFACTURED CASING SPACERS THAT PROHIBIT MOVEMENT OF THE PIPE IN ANY DIRECTION WITHIN THE CASING MAY BE USED IN LIEU OF FILLING THE VOID BETWEEN THE SEWER MAIN AND THE CASING WALL WITH SAND. 10. EXISTING UTILITIES EXISTING UTILITIES SHOWN ON ANY REFERENCE DRAWINGS PROVIDED BY THE DISTRICT HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE DISTRICT. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES WELL ENOUGH IN ADVANCE OF THE EXCAVATION TO PREVENT DAMAGE DURING CONSTRUCTION. THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS ON THE PROJECT. 11. WARRANTY PERIOD THE DEVELOPER MAKING THE APPLICATION FOR A LINE EXTENSION SHALL BE RESPONSIBLE FOR THE MATERIALS AND FOR SATISFACTORY OPERATION OF THE FACILITY FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE COMPLETED PROJECT AND THE BILL OF SALE TO THE DISTRICT. MA TER/AL S (Revised 05-16-11 1. PIPE GRAVITY SEWERS AND SERVICES SHALL BE CONSTRUCTED OF PVC PIPE CONFORMING TO SECTION 9-05.12 OF THE STANDARD SPECIFICATIONS UNLESS REQUIRED OTHERWISE BY THE DISTRICT. PVC GRAVITY SEWER MAIN AND PVC GRAVITY SEWER SERVICE PIPE SHALL BE CONSIDERED FLEXIBLE CONDUIT. PVC COMPOUND SHALL MEET THE REQUIREMENTS OF ASTM D 1784 FOR CLASS 12454-B PVC. DUCTILE IRON PIPE (CLASS 52) MAY BE USED IN LIEU OF PVC PIPE PROVIDED THE DUCTILE IRON PIPE IS LINED WITH EPDXY, POLYURETHANE, OR SEWPERCOAT AS MANUFACTURED BY KERNEOS ALUMINATE TECHNOLOGIES OR APPROVED EQUAL. ALL LININGS SHALL BE APPLIED PER THE MANUFACTURER'S RECOMMENDATIONS. A. LINED DUCTILE IRON PIPE SHALL HAVE THE LINING APPLIED TO ALL EXPOSED INTERIOR SURFACES PER THE MANUFACTURER'S RECOMMENDATIONS. B. POLYURETHANE LININGS SHALL CONSIST OF POLYISOCYANATE RESIN AND POLYOL RESIN MIXED AT A 1:1 RATIO AT THE TIME OF THE APPLICATION AND APPLIED TO A DRY FILM THICKNESS OF 40 MILS (0.040 INCHES). COATING THICKNESS WITHIN THE BELL SOCKET INTERIOR AND ON THE SPIGOT END OF THE PIPE EXTERIOR SHALL BE 8 MILS (0.008 INCHES) NOMINAL WITH A MAXIMUM THICKNESS OF 10 MILS (0.010 INCHES) IN ORDER TO MINIMIZE POTENTIAL DIMENSIONAL ASSEMBLY PROBLEMS. THICKER COATS MAY BE ALLOWED PROVIDED FINAL DIMENSIONS ARE WITHIN ALLOWABLE TOLERANCES AFTER THE COATING. THE LINING SHALL PROVIDE AN ASTM D16 TYPE V SYSTEM. C. SEWPERCOAT IS A CALCIUM ALUMINATE MORTAR MADE OF FUSED CALCIUM ALUMINATE AND CALCIUM ALUMINATE AGGREGATES. THE LINING SHALL BE APPLIED TO A THICKNESS OF 125 MILS (0.125 INCHES) FOR 12-INCH AND SMALLER DIAMETER PIPES AND 3/16 INCHES FOR PIPES LARGER THAN 12 INCHES IN DIAMETER. CRACKS IN THE LINING, OTHER THAN CLOSED HAIRLINE CRACKS AND/OR FINE CRAZING ARE NOT ACCEPTABLE. A SEAL COAT SHALL BE APPLIED TO ANY SEWPERCOAT LINING. D. THE EXTERIOR OF ALL DUCTILE IRON PIPES SHALL BE COATED WITH 1 MIL (0.001 INCHES) OF BITUMINOUS PAINT ACCORDING TO ANSI/AWWA C 151 /A21.51. 2. SIDE SEWER SERVICES ALL SIDE SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SECTION 7-18 OF THE STANDARD SPECIFICATIONS AND THE RESOLUTIONS OF THE DISTRICT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. SIDE SERVICE CONSTRUCTION SHALL FOLLOW THE INSTALLATION OF MAIN LINES AS CLOSELY AS PRACTICAL IN THE OPINION OF THE DISTRICT. CONTRACTOR SHALL INSTALL THE PIPE TO A MINIMUM DEPTH AT THE PROPERTY LINE OF 5 FEET BELOW THE FLOOR TO BE SERVED OR 5 FEET BELOW THE STREET CENTERLINE WHICHEVER IS DEEPER. IN CASES OF VACANT PROPERTIES OR PROPERTIES VACANT BEYOND 150 FEET FROM SEWER MAIN, THE SIDE SEWER SHALL BE CONSTRUCTED WITH A MINIMUM SLOPE OF 2% FROM THE TEE, UNLESS OTHERWISE APPROVED BY THE DISTRICT IN WRITING. ALL STUB SERVICES SHALL TERMINATE WITH A 6-INCH WATERTIGHT CAP AT THE PROPERTY AND/OR EASEMENT LINE, OR 10 FEET PAST AT THE OPTION OF THE DEVELOPER. ALL ENDS OF STUB SERVICES SHALL BE MARKED BY A 12-GAUGE GALVANIZED WIRE AND A 2-INCH BY 4_INCH TIMBER. THE WIRE SHALL EXTEND VERTICALLY FROM THE CAPPED END TO THE GROUND SURFACE AND SHALL BE ATTACHED TO THE TIMBER FROM END TO END. THE TIMBER SHALL EXTEND FROM THE CAPPED END TO A MINIMUM OF 12 INCHES ABOVE THE GROUND AND SHALL BE PAINTED TRAFFIC WHITE WITH THE WORD "SEWER" STENCILED ON WITH BLACK PAINT. THE END OF THE TIMBER SHALL BE MARKED IN PERMANENT INDELIBLE INK WITH THE LENGTH OF THE TIMBER INSTALLED. NEITHER THE WIRE NOR 2" X 4" TIMBER SHALL BE SECURED OR ATTACHED TO THE SEWER PIPE. ALL SIDE SERVICES SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN LINE SEWER IS TESTED FOR ACCEPTANCE. ALL 6-INCH STUBS INTO MANHOLES TO MATCH CROWNS. 3. MANHOLES MANHOLES SHALL BE PRECAST CONCRETE UNLESS REQUIRED OTHERWISE BY THE DISTRICT AND SHALL CONFORM TO STANDARD PLAN B-23A EXCEPT WITH ECCENTRIC REDUCING CONES. POURED IN PLACE BASES SHALL NOT BE ALLOWED. MAXIMUM ALLOWABLE DIMENSION FROM THE BREAK OF CONE TO TOP OF CASTING SHALL BE 20 INCHES. INTERNAL CONCRETE CHANNELS, BENCHES AND FILLETS SHALL BE FORMED USING LOW SHRINKAGE CLASS 4000D 5 SACK MIX WITH PEA GRAVEL TO 5/8-INCH (MAX SIZE) AGGREGATE CONFORMING TO SECTION 6-02.3 OF THE STANDARD SPECIFICATIONS. THE WATER -CEMENT RATIO SHALL NOT EXCEED 0.38. A WATER -REDUCING ADMIXTURE SHALL BE INCLUDED IN THE MIX. LADDER RUNGS SHALL BE 1-INCH DIAMETER DEFORMED BAR, GALVANIZED OR POLYPROPYLENE SAFETY -TYPE STEPS MEETING THE REQUIREMENTS OF ASTM C478, AASHTO M-199, AND ALL WISHA AND OSHA SPECIFICATIONS. POLYPROPYLENE STEPS, CONFORMING TO ASTM D 4101, SHALL BE INJECTION MOLDED AROUND A 1/2-INCH ASTM A 615 GRADE 60 STEEL REINFORCING BAR. COVERS SHALL BE OLYMPIC FOUNDRY MODEL NO. MH30A D/T OR APPROVED EQUAL AND SHALL BE 24-INCH DIAMETER CAST IRON OR DUCTILE IRON WITH THREE 5/8-INCH DIAMETER X 1 1/2-INCH LONG COUNTERSUNK N.C. STAINLESS STEEL SOCKET HEAD CAP SCREWS AND SINGLE 1-INCH DIAMETER LIFT HOLE LOCATED APPROXIMATELY 3 INCHES FROM THE OUTSIDE EDGE OF THE COVER. PROVIDE 5/8-INCH X 2 1/2-INCH STAINLESS STEEL CARRIAGE BOLT INSTALLED IN MANHOLE LIFT HOLE. LIDS SHALL HAVE A NON-SKID PATTERN CAST INTEGRALLY ON TOP WITH THE WORD "SEWER" CAST IN 3-INCH RAISED LETTERS. RING AND COVER SHALL HAVE ONE OF THE LOCK DOWN BOLTS CENTERED DIRECTLY OVER THE ACCESS LADDER. ALL MANHOLE COVERS LOCATED IN SIDEWALKS OR DRIVEWAYS SHALL BE OLYMPIC FOUNDRY NO. MH30A D/T SMOOTH DESIGN OR APPROVED EQUAL WITH LOCKING LID AND 6-INCH CASTING RING AND THE WORD "SEWER" CAST INTEGRALLY ON TOP IN 3-INCH RAISED LETTERS. MANHOLE SECTIONS SHALL HAVE RUBBER GASKET JOINTS CONFORMING TO ASTM C 443. ALL MANHOLE JOINTS AND PICK HOLES SHALL BE SEALED FROM THE INSIDE AND THE OUTSIDE WITH A SAND AND PORTLAND CEMENT CONCRETE MIX. CONTRACTOR SHALL PROVIDE AN 8-INCH THICK BY 6-FOOT WIDE ASPHALT OR CONCRETE COLLAR AROUND THE RIMS OF ALL MANHOLES LOCATED IN UNIMPROVED AREAS, LANDSCAPED AREAS, EASEMENTS, AND ALL OTHER UNPAVED AREAS. THE ASPHALT OR CONCRETE COLLAR SHALL SLOPE AWAY FROM THE MANHOLE RIM. 4. IMPORTED GRAVEL MATERIAL PIPE BEDDING SHALL CONFORM TO SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS. FOUNDATION GRAVEL SHALL CONFORM TO SECTION 9-03.17 OF THE STANDARD SPECIFICATIONS. BANKRUN GRAVEL FOR TRENCH BACKFILL SHALL CONFORM TO SECTION 9-03.19 OF THE STANDARD SPECIFICATIONS, EXCEPT AT TRANSVERSE CUTS TO THE ROAD ALIGNMENT OR AT UTILITY CROSSINGS, WHICH SHALL BE BACKFILLED WITH CRUSHED GRAVEL SURFACING OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND DISPOSING OF ANY EXCESS EXCAVATED SOIL MATERIAL AT AN APPROVED DISPOSAL SITE. 5. CRUSHED GRAVEL SURFACING CRUSHED GRAVEL SURFACING SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) OF THE STANDARD S=396205 SPECIFICATIONS. 6. ASPHALT CONCRETE PATCH AND OVERLAY PLAN REVIEW 04-1346 ASPHALT CONCRETE SURFACING FOR PATCHING AND OVERLAY SHALL CONFORM TO SECTION 5-04.2 AND 5-04.3 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACING SHALL MEET CLASS 1/2-INCH, P.G, 58-22 GRADING REQUIREMENTS, OR AS REQUIRED BY THE GOVERNING ROAD AGENCY. Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center >- M W m W M E� m m m M:m Q O Ofr a_I I� �co cV Q CO cD CV O Il- I sf N Z Z� o o o M z W m z W m Z W m � z LIJ m V2 z W m N a Fr Z:7 0 U 0 U m 0 U M 0 U m 0 U m 0 U U W o W U Y W of `1 W of U Y W � Y W Ol- cV W ¢�¢ U (n U Ln w LLI a U V) U ul CD Q w = O cn O cr, D N 0 Lf) 0 V) 0 CD w W Of W Of LAJ >> W W W J W a000� Q N c0 iCD In l C) i N N C d Z•- N P7 d' Ln C0 1_ ago �•c 10 C, c a`, � a+ c °'° c c o co ` •� c cn u� d E 0 a o V 0 w vo �cc N a vQ Q� v N '] � C 00 N O o� U Z Z�� 0 o_ Q Z O W W3: V LLJ ♦♦W^^ v, �/ W 06 w ZV� W _J Uo_ W � a W 3: C0 IRE U WZo 0 O W V F 0 Z C0 w c3 WA 40908 +� ISTERF��1 Q) SSIDNAL �� ,� JOB NUMBER: 16-137 DRAWING NAME: 16137A-WS-DT DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: AS NOTED JURISDICTION: SOOS CREEK NSE MAP C2 DRAWING: SHEET 4 OF 6 E 0 N v rn 0 N Ln 0 0 y 0 n SURFACE Ri 1. OFFSITE SURFACE RESTORATION TION (Revi; 16-11 ALL PAVED OR UNPAVED SURFACES OR EASEMENTS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION. ALL TREES, SHRUBS AND OR OTHER IMPROVEMENTS SHALL BE SAVED, RELOCATED, OR REPLACED BY DEVELOPER/CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE EASEMENT STIPULATIONS. RESTORATION SHALL BE TO THE SATISFACTION OF THE DISTRICT, PROPERTY OWNER, OR GOVERNING ROAD AGENCY. PRECONSTRUCTION PHOTOGRAPHS SHALL BE USED TO APPROVE RESTORATION. 2. ROAD SHOULDER RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING SURFACING OF DISTURBED ASPHALT SHOULDERS SHALL BE REMOVED TO A MINIMUM DEPTH OF 6 INCHES BELOW ORIGINAL STREET GRADE TO PROVIDE FOR PLACEMENT OF THE NEW SUBGRADE AND PAVING. THE SUBGRADE SHALL BE CONSTRUCTED OF 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE PLACED TO A COMPACTED THICKNESS OF 2-1/21NCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 1-1/2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS UP TO A MAXIMUM 4-INCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS. MINIMUM THICKNESS SHALL BE 2 INCHES. THE SHOULDER SHALL BE REPLACED TO THE EXISTING FOG LINE IN AREAS WHERE THE EXISTING ASPHALT SHOULDER IS SERIOUSLY DISTURBED, OR AT THE DISCRETION OF THE DISTRICT OR THE GOVERNING ROAD AGENCY. RESTORATION OF GRAVEL SHOULDERS SHALL INCLUDE A MINIMUM OF 1-1/2 INCHES OF CRUSHED SURFACING TOP COURSE AND 2-1/2 INCHES OF CRUSHED SURFACING BASE COURSE. 3. ASPHALT SURFACE RESTORATION WITHIN RIGHT-OF-WAY THE EXISTING ASPHALT SURFACE SHALL BE CUT ON A NEAT LINE BY SAWCUTTING PRIOR TO EXCAVATION TO PROVIDE A CONTINUOUS LINE. FOLLOWING PROPER BACKFILL AND COMPACTION OF THE TRENCH, THE EDGES OF THE SURFACING SHALL BE RE -TRIMMED 12 INCHES WIDER THAN THE EXCAVATION WITH STRAIGHT VERTICAL EDGES FREE FROM IRREGULARITIES. A 1-1/4-INCH MINUS CRUSHED SURFACING BASE COURSE SHALL BE PLACED TO A COMPACTED THICKNESS OF 4-1/2 INCHES, FOLLOWED BY 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE PLACED TO A COMPACTED THICKNESS OF 2 INCHES. ASPHALT CONCRETE PAVING SHALL THEN BE PLACED AND COMPACTED IN 2-INCH LIFTS TO MATCH THE EXISTING THICKNESS AND GRADE OF THE ORIGINAL SURFACE. ASPHALT PATCH SHALL HAVE A MINIMUM THICKNESS OF 2 INCHES AND A MAXIMUM THICKNESS OF 41NCHES. THE ASPHALT PATCH SHALL THEN BE OVERLAID WITH A MINIMUM OF 1-1/2 INCHES COMPACTED ASPHALT CONCRETE. ASPHALT OVERLAY SHALL BE PRE -LEVELED AS DETERMINED BY THE DISTRICT'S FIELD REPRESENTATIVE. NO OVERLAY SHALL BE REQUIRED IF THE FINAL TRIMMED EDGE OF THE ASPHALT PATCH DOES NOT ENCROACH INSIDE THE FOG LINE OR, IN LIEU OF A FOG LINE, WITHIN 12 FEET FROM THE EXISTING CENTERLINE OF THE ROAD. THE DISTRICT OR GOVERNING ROAD AGENCY RESERVES THE RIGHT TO REQUIRE AN OVERLAY ON ANY SECTION. IF THE EDGE OF THE ROAD IS CURB AND GUTTER, THEN THE ASPHALT PATCH SHALL EXTEND TO THE EDGE OF THE CURB UNLESS INDICATED OTHERWISE BY THE DISTRICT OR GOVERNING ROAD AGENCY, ALL ASPHALT JOINTS SHALL BE SEALED WITH APPROVED SEALER. DEVELOPER/CONTRACTOR SHALL REPLACE EXISTING STRIPING AND PAVEMENT MARKINGS AS REQUIRED BY THE GOVERNING ROAD AGENCY. DEVELOPER/CONTRACTOR SHALL MAINTAIN TEMPORARY COLD OR HOT MIX ASPHALT PATCHES DAILY DURING CONSTRUCTION TO THE SATISFACTION OF THE GOVERNING ROAD AGENCY AND THE DISTRICT'S FIELD REPRESENTATIVE UNTIL SAID PATCH IS REPLACED WITH A PERMANENT HOT PATCH. THE PERMANENT PATCH SHALL BE PLACED AND SEALED WITH PAVING GRADE ASPHALT WITHIN 30 CALENDAR DAYS. CONCRETE PAVEMENT SHALL BE RESTORED CONSISTENT WITH SECTION 5-01 OF THE STANDARD SPECIFICATIONS. ANY CONCRETE PAVEMENT TRAFFIC LANE AFFECTED BY THE TRENCHING SHALL HAVE ALL AFFECTED PANELS REPLACED. CEMENT CONCRETE PAVEMENT SHALL BE RESTORED WITH AN 8-SACK MIX, USING EITHER TYPE II OR TYPE III CEMENT WITHIN 30 CALENDAR DAYS. 4. CURBS, GUTTERS, AND SIDEWALKS EXISTING CURBS, GUTTERS, AND SIDEWALKS DAMAGED BY CONSTRUCTION OF THE PROJECT OR THE DEVELOPER'S/CONTRACTOR'S USE AND ACTIVITY, SHALL BE REPAIRED TO THE SATISFACTION OF THE PROPERTY OWNER, THE DISTRICT, OR THE GOVERNING ROAD AGENCY, AND TO ITS ORIGINAL CONDITION OR BETTER. 5. NON -PAVEMENT RESTORATION WITHIN RIGHT-OF-WAY CULTIVATED LAWNS SHALL BE RESTORED WITH SOD. RESEEDING OF CULTIVATED LAWNS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF PROPERTY OWNER AND DISTRICT. UNCULTIVATED LAWNS, PASTURE AND VACANT LAND SHALL BE RESTORED WITH A PASTURE GRASS MEETING THE FOLLOWING REQUIREMENTS. SEED MIX: 40% PERENNIAL RYEGRASS 10% WHITE CLOVER 30% FESCUE 20% RED CREEPING FESCUE APPLY AT THE RATE OF 100 POUNDS PER ACRE MULCH: SILVA FIBER MULCH APPLIED AT 1500 TO 2000 POUNDS PER ACRE. FERTILIZER: COMMERCIAL MIX 10/20/20 OF NITRATE, PHOSPHATE AND POTASH APPLIED AT RATE OF 450 POUNDS PER ACRE. 6. FINAL UTILITY ADJUSTMENT TO FINISH GRADE ALL UTILITY COVERS, WHICH ARE LOCATED ON PROPOSED ASPHALT ROADWAYS, SHALL BE TEMPORARILY PLACED AT SUB -GRADE ELEVATION PRIOR TO PLACING CRUSHED SURFACING MATERIAL. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE MADE FOLLOWING FINAL PAVING BY SAWCUTTING OF THE PAVEMENT AROUND LIDS AND COVERS. OPENING SHOULD NOT BE LARGER THAN 12 INCHES BEYOND THE RADIUS OF THE COVER. DEVELOPER/CONTRACTOR SHALL THEN REMOVE BASE MATERIAL, SURFACING COURSE, AND FRAME; ADD RAISING BRICKS; AND REPLACE FRAME AND COVER TO FINISH GRADE. FILL AND MECHANICALLY COMPACT AROUND THE STRUCTURE AND FRAME WITH CRUSHED SURFACING MATERIAL. FINISHED SURFACING SHALL BE TWO, 2-INCH COURSES OF ASPHALT CONCRETE SURFACING, COMPACTED AND SEALED TO PROVIDE A DENSE, UNIFORM SURFACE. FINAL ADJUSTMENT OF ALL COVERS AND ACCESS ENTRIES SHALL BE COMPLETED WITHIN 30 DAYS OF FINAL PAVING. 7. FINAL CLEANUP THE DEVELOPER/CONTRACTOR SHALL CLEANUP ALL ADJACENT AREAS IN COMPLIANCE WITH SECTION 1.11 OF THE STANDARD SPECIFICATIONS. STREETS AND ROADWAYS SHALL BE CLEANED AND SWEPT BOTH DURING AND AFTER THE INSTALLATION WORK. DISTURBED SOILS SHALL BE FINAL GRADED, SEEDED, AND MULCHED AFTER INSTALLATION OF THE SEWER MAIN. IN LIMITED AREAS SEEDING AND MULCHING BY HAND, USING APPROVED METHODS, WILL BE ACCEPTABLE. DITCH LINES WITH ERODIBLE SOIL OR SUBJECT TO RAPID FLOWS MAY REQUIRE SEEDING, JUTE MATTING, NETTING, OR ROCK LINING TO CONTROL EROSION. ANY SILTING OF DOWNSTREAM DRAINAGE FACILITIES, WHETHER DITCHES OR PIPE AND CATCH BASINS, WHICH RESULTS FROM THE SEWER MAIN INSTALLATION SHALL BE CLEANED OUT AND THE WORK SITE RESTORED TO A STABLE CONDITION AS PART OF SITE CLEANUP. 8. TRAFFIC CONTROL THE DEVELOPER/CONTRACTOR SHALL BE RESPONSIBLE FOR INTERIM TRAFFIC CONTROL DURING CONSTRUCTION ON OR ALONG TRAVELED COUNTY ROADWAYS. TRAFFIC CONTROL SHALL FOLLOW THE GUIDELINES OF SECTION 1-07.23 OF THE STANDARD SPECIFICATIONS. ALL BARRICADES, SIGNS, AND FLAGGING SHALL CONFORM TO THE REQUIREMENTS OF THE MUTCD MANUAL. SIGNS SHALL BE LEGIBLE AND VISIBLE AND SHOULD BE REMOVED AT THE END OF EACH WORKDAY IF NOT APPLICABLE AFTER CONSTRUCTION HOURS. WHEN ROAD CLOSURES CANNOT BE AVOIDED, THE DEVELOPER/CONTRACTOR SHALL POST "TO BE CLOSED - SIGNS A MINIMUM OF FIVE DAYS PRIOR TO THE CLOSING. THE TYPES AND LOCATIONS OF THE SIGNS SHALL BE SHOWN ON A DETOUR PLAN. A DETOUR PLAN MUST BE PREPARED AND SUBMITTED TO THE DISTRICT'S FIELD REPRESENTATIVE AND APPROVED BY THE GOVERNING ROAD AGENCY PRIOR TO CLOSING ANY ROADWAYS. IN ADDITION, THE DEVELOPER/CONTRACTOR MUST NOTIFY IN WRITING ALL LOCAL FIRE, SCHOOL, LAW ENFORCEMENT AUTHORITIES, METRO TRANSIT, AND ANY OTHER AFFECTED PERSONS AS DIRECTED BY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST FIVE DAYS PRIOR TO THE ROAD CLOSURE. 2-TON LIFTING BURKE (4) PLACES IN CENTER i T = i 5 FEET. MINIMUM FIGURE C1,3 REQUIRED SEPARATION BETWEEN WATER LINES AND SANITARY SEWERS UNUSUAL CONDITIONS PARALLEL CONSTRUCTION G'-n' rNFRAII IJSNE CLEAR 5'-7' 2'-9' (35 INSIDE CLEAR) p5 INSIDE CLEAR) GROUT ALL AROUND 4484 GA BAFFLE BOTTOM h BOTH SIDES lip Il I 4 LIFTING INSERT A (4) PLACES IN TOP 3'-0' 3'-0' 1'-6' PLAN VIEW WO PULLING IRON USED FOR LIFTING (4) PLACES IN BASE 24'0 ACCESS OPENING 0 n V-0' 1' KNOCKOUT DETAIL VENT PIPES ADJUST TO GRADE 24's LOCKABLE FRAME k COVER 6' (OPTIONAL) RISERS AS NEEDED AIR k GAS TIGHT (3) PLACES EL-40&00 KOR-N-SEAL—�_--—_L--- B00T 00 O O SEE KNOCKOUT DETAIL ! t — — KOR-N-SEAL TV BOTH ENDS 1 4 NSPECf10N PIPE INLET kL[�i I EL M9.73 o�.1;d OUTLET F------------ ----- LJ �w IiIt I Illii - i I igi N zS Iles ; ; Igli 4 LJ N LJ LJ GROUT AL AROUND 6' BOTTOM & BOTH SIDES VIEW B VIEW A 4484 GA TOP 4484 CA BASE STRUCTURAL NOTES 1. CONCRETE: 28 DAY COMPF435K STRENGTH rc - 700D psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH. ASTM A-185 GRADE 65 4. DESIGN: AD-318-05 BUILDING CODE 5. LOADS: AASHTO HS-20 TRICK WHEEL P-16 kip ASTM C-890 'MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECnOkk PRECAST CONCRETE WATER AN WASTEWATER STRUCTURES' Sox IMPACT FOR LESS THAN 2'-0' SOIL COVER SOIL DENSITY 120 pcf 40 pcf E.F.P. LATERAL SOIL PRESSURE ABOVE WATERTABLE 80 pcf E.F.P. LATERAL SOIL PRESSURE BELOW WATERTABLE 80 W LIVE LOAD SURCHARGE NO LIVE LOAD SURCf41RCE FOR SOIL COVER > 8'-O' TOP OF VALET 5'-0' BELOW MISHED GRADE (MAX) WATERTABLE 5-0' BELOW FINISHED GRADE (ASSUMED) 1. WATER DEPTH: 3'-10' 2. CUSTOMER TO: VERIFY ALL VAULT FEATURES DO ALL GROUTING $ EPDXY OF VAULTS, HOLES & SEAMS (USING NON -SHRINK GROUT) SUPPLY & INSTALL ALL PIPING DO ALL PANflNG FILL WITH CLEW WATER PRIOR TO START UP OF SYSTEM 3. GRAY WATER ONLY. BLACK WATER CARRIED BY SEPARATE SIDE SEINER 20DO UNIFORM PLUMBING CODE NUMBER OF WAS WASTE FLOW RETENTION STORAGE CAPACITY PER PEAK HOUR X RATE X TIME X FACTOR " IN GALLON 24'0 LOCKABLE FRAME do COVER: 900 Ibs 4484 GA TOP: 4,635 Ibs 4484 GA BAFfl.E 1,21D Ebs 4484 GA CENTER: 6,065 Ibs 4484 GA BASE 3,195 Ibs TOTAL: 16,065 Ibs S=396206 PLAN REVIEW # 04-1346 Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center Ej> �Nzw' EZwN LzwL r0a - �o 0 tzw\1� I V) I`40NI Ln nCD 0 L Z 0 m 0 m m 0 0 m m 0 m m 0 � W Y LW ]C W U Y LWLI Y W N Z CrLnV)a-V)�Q Q U 0 U 0 w U 0 U 0= Z LLJ =cncn�cnfno O O M O O U fY L.I CLa- fY LL.I of LN au�IZcl- > W 0� W 0::-J w w E: r`^00co0 Q c3 i Lo l Ln i Ln T L ID ^ l am i � CDN N N 'ef 0 cV ro Ln 110 N1_ c oND � M o aN c 'c ` c (A W d. E Ie�xe EL o _ v Z y o vQ Q3 N o� F U Z Zt Cl) 02(n C,) 2 zz� ZOE W w C) O W Ad ULJ W Z 06 uj< 0 H J o Q QQ W VW w a W Cl) 3: j v W Zcf) C)O 0 0 �. Cl)O♦VJ WA 40908 GISTERF� JOB NUMBER: 16-137 DRAWING NAME: 16137A-WS-DT DESIGNER: MEV DRAFTING BY: NC DATE: 5-25-17 SCALE: AS NOTED JURISDICTION: SOOS CREEK NSE U4P C2 DRAWING: SHEET 5 OF 6 0 N I 0 N di CD 0 a� O rn 3 I I Q r` m I Q / m c 3 0 / E E E O U 0 U 0 U N a In 0 C, at �1 I i 0 N / U d 3 0 0 NEW PRECAST MANHOLE BASE `SECTION 24" fYP. '.. 14 I 7ZI 1— all=llf=!11=III--iii��i�T f NEW COUFLING f'TYP°CAL) I 4"-6- COMPACTED J BEDDING MATERIAL INSTALLATION PROCEDURES M I NEW PRECAST MANHOLE SECTION 24" TYP. 36" MIN EXISTING SEWER MAIN CONCRETE OR SAND COLLAR MH ADAPTER FOR PVC PIPE ONLY (TYP,) 1. T-IE CONTRACTOR SHALL TEMPORARILY PLUG LINE AT UPSTREAM MANHOLE UNDER DISTRICT SUPERVISION, THE CONTRACTOR IS RESPONSIBLE TO PROVIDE BY-PASS SEWAGE PUMPING AS REQUIRED. 2. EXPOSE AND REMOVE EXISTING PIPE, 3. PLACE EXISTING PIPE WITH NEW CONCRETE OR SAND COLLARS THROUGH NEW MANHOLE SASE SECTION. IF CUT PIPE SECTION CONTAINS A PIPE BELL, REPLACE PIPE WITH A NEW STRAIGHT SECTION OF PIPE, OR AS DIRECTED BY THE DISTRICT. 4 SET MANHOLE AND PIPE IN PLACE TO PROPER ALIGNMENT AND GRADE 5 RECONNECT PIPE WITH COUPLINGS (ROMAC, MJ SLEEVE, OR PVC SLIP COUPLING). 5 CHANNEL MANHOLE PER DISTRICT STANDARDS. 7 REMOVE PIPE INSIDE MANHOLE. !°5 SPECIAL MANHOLE I CUT -IN INSTALLATION REVISION DATE SCALE D4THICT APPRGVAL DATE APP .MAY 77. 2011 NTS � RDVED `E Sj/y7pR �` EILE NAME —'- I K. VLJUNE 02, 2 -11 M:\SODS CREEK W&S\DESIGN STANDARDS\SWR DTLS\S-1 I DWG. NO. ! S_j B" MIN. ORGAN C TOPSOILI PER KCC 16.82-100 TOPSOIL ,4 I i1 3' MIN. 95% COMPACTON + PIT RUN 3" MINUS CRUSHED ROCK l ! NATIVE MATERIAL IF i APPROVED BY PIT RUN 3" MINUS DISTRICT AND 30% COMPACTION +� CRUSHED ROCK PERMITTING AGENCY I r ti, 11 I '2" MIN. 1 907. COMPACTION I SAND-9GL ENGINEER APPROVAL ! & MUPAC71ON TEST REQUIRED PEA GRAVEL 1 \ 5/8 MINUS CRUSHED 5 MIN. SOILS ENGINEERING-- 9D% COMPACTION I 2"-4" ROCK OR / OTHER MATERIAL DETAIL NEEDED 1 LISTED ABOVE NOTES: BEDDING REQUIRED IN RIGHT-CF-WAYS, DRIVEWAYS, PARKING LOTS, PAVED AREAS, AND NON -PAVED AREAS. 2 BEDDING FOR RIGID PIPE SHALL BE NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND PERMITTING AGENCY. 3. TRENCH BACKFILL, 3EDDING AND !,AATERIAL TO CONFORV TO PERMITTING AGENCY SPECIFICATIONS ANC DISTRICT STANDARDS. TRENCH WIDTHS (iN NOMINALPI PE JIAMEIER MINIMUM EARTH MINIMUMT ROCK MAXIMUM 2 18 24 36 1 3 18 24 36 4 18 24 36 6 21 24 36 24 1 24 36 �8 12 28 28 40 TYPICAL TRENCH DETAIL (�"(OUTSIDE ROADWAY) SCALE 7STMrT APPROVAL DATE APPROVED WAY 17, 201tNTS' K.V. DUNE 02, 2011 FILE NAME — M: SOOS CREEK W&S\DESIGN STANDARDS\S'WR DTLS\S-29 DWG. NO. S-29 w PLAN VIEW w MANHOLE DETAIL r � REVISION DAi-L .KALE -_. DISTRICT APPRL+VAt OA- APPi'OVEO _ MAY 17, 2011NTS K.'V, .iU NE U4 2011 SpptgEl c�c NAuE ____ - M:\SODS CREEK W&S\DESIGN STANDARDS\5WR DTLS\S-2 DVIG.No S-2 RECESSED UFT POCKET 44'-17 N.C. SOCKET HD CAST IRON RING & LOCKING COVER, "OLYMPIC FOUNDARY C%:)ANY' NO. M-'025 w{ > SCREW IA' LONG (S.S.) H-20 RATING MARKED "SEWER" ��! Wx 2" RAISED DADS ` I---CONCREE PAD, 24"x24"4' (OR 'NS"ALL IN PAVEMENT) SLOPE AWAY w/ BRUSH FINISH I 8 24" — PLAN 11 "x8" LOCKING CLEANOUT CAST fRON RING &LOCKING --� COVER, "01_YMP!C FOUNCAR" COMPANY NO. M-1025 \ �— CONCRETE PAD, 24%24"x8' f (OR INSTALL IN PAVEMENT) A N�- 6" RISER -�_ I 6" WYE ELEVATION i -BOTTOM OF FRAME MUST BE 0" MIN. _. 4' MAX. ABOVE TOP OF C.U. RISER -MEJiANICAL COMPRESSION TYPE PLUG NA1}+ LIP 10' PVC PIPE 6" 45' BEND - --PLUG, UNLESS OTHERWISE NOTEC j `R . SURFACE CLEAN OUT (SIDE SEWER STUB) i Rf'A9(% i1A E �} SC 4lC D!5. CI .+=7RCV3.. 4.[ n Pi: V_0 FEB 21. 2.. ;17 IV i5 ¢ SEt1ER ° .'LE NAM- : `8 ?lit i R `,C:AO D=IAI_\AUTOCAO \SOOSCRK\SCWCR\S- 3C DWG. NO. S-30 tIGK — 17�ndD 000 Ay 1, Fjm !� f THICK BE BRUSHED USED IT MUST BE COMPACTED. S°p5 G' MANHOLE RIM AND COVER 1 OFF PAVEMENT RV$10N DATE S.A_E dS AP?ROVAL DATE APPRDWD ---- `,� _ tAAY 2011 VTS K-V. .,TINE 02, 2Q1^ spwrw FfLE NAM[ ' ---'- ---' .M: SODS CREEK W&S\DESIGN STANDARDS\SWR DTLS\S-23 DWG. NO. i S-23 STD. 24"m MANHOLE FRAME-1 w/ LOCKING L10 i ECCEN SECTIONS .AS NEEDED BASE SECTI01 NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE INSTALLED BETWEEN THE BREAK OF THE CONE AND THE MANHOLE COVER. Sp°S cRg STANDARD MANHOLE DETAIL 9 /} REVISION Al D E ISCALE --DISTRICT APPROVAL DATE APPRDV[p MAY 17• 2011 NTS K.Y. JUNE 02, 2011 SCR FItE nAME M:\SODS CREEK W&S\DESIGN STANDARDS\S'WR DTLS\S-27 DWG•NO. S-27 soeGRADE � � I PII PUN 3" MENUS t 3' MIN 957 COMPACTON ! CRUSHED ROCK 5/8•_1 1/2• NATIVE MATERIAL IF 4 1 � I APPROVED BY DISTRICT PIT RUN 3" MINUS GOVERNING ROAD gOg; COMPACTIONAND CRUSHED ROCK AGENCY ` ti T yl1 5/8"-1 ,/2" ` 11 72" MIN. '1 907. COMPACTION '1r SAND -SOIL ENGINEER APPROVAL j \ & COMPACTION TEST REQUIRED PEA. GRAVEL I 5/8° MINUS CRUSHED � I 4 5" VIN. I 'I j ! I 2"-4" ROCK OR SOILS ,^dGINEERIP:G 907. COMPACTION C7HER MATERIAL X'-AIL NEED�-D �LISTED A80VE NOTES: BEDDING REOUIRED IN RIGHT-OF-WAYS, DRIVEWAYS, PARKING LOTS, PAVED AREAS, AND NON -PAVED AREAS. 2, BEDDING FOR RIGID PIPE SHALL BE NATIVE MATERIAL UNLESS JUDGED UNSUITABLE BY THE DISTRICT AND GOVERNING ROAD AGENCY 3. TRENCH BACK' ILL, BEDDING AND MATERIAL TO CO\fFORM TO GOVERNING ROAD AGENCY SPECIFICATONS AND DISTRICT STANDARDS, TRENCH WIDTHS (IN INCHES) NOMINAL MINIMUM PIPE EARTH DIAMETER MINIMUM ROCK MAXIMUM 2 18 1 24 36 3 16 24 36 4 118 24 36 6 1 21 24 36 8 24 24 36 12 28 28 40 J SQOSF� TYPICAL TRENCH DETAIL REVIS'CN ,A7E SCALE DISTRICT APPROVAL DATE APPR MA" 17. 20t1 j Seim ALE NTS K.V. JUKE 02, 2011 VANE -- v: \SOUS CREEK w&S\DESIGN STANDARDS\SWIR DTLS\S-29 DWG. NO. S-28 S=396207 PLAN REVIEW # 04-1346 1� Call 2 Business Days Before You Dig 811 or 1-800-424-5555 Utilities Underground Location Center �i �i �AJ �i EL.I il> �7 m m m m m m m CD r\ Of I` o0 00 T Q co N L- LI CD I o I 00 N Z N N N Z In F- N H- (n 0 Z Z w w Z� w w w L 0 0 0 0 0 0 V) EUUUUUU W W Y Y Y Y N W W U Lwil w a Cr- CD U U w U U U 00 0 O CD_ LQ 0 fn O CDU (/7 N (w Of 0:� Of EC O w w w w LLJ w_ 0— CIL CL_ w (� ~Q N T t\ C7] C 4 N N O N rr'1 I- Z 10 rn C, � �.0 co v °ID 6 Cl G! .0 Co v C � •� � s X 7 C 2 cn W G. Lw Z^ y o c cc y Q Q � � y c o N 0 o� JOB NUMBER: 16-dNC DRAWING NAME: 16137A-WS DESIGNER: M DRAFTING BY: DATE: 5-25- SCALE: AS NOTED JURISDICTION: SOOS CREEK MSE MAP C2 DRAWING: SHEET 6 OF 6