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Home My WebLink AboutR-412814SEWER MAIN EXTENSION CHERIE LANE S.E. 114 OF SECTION 30, T. 23 N., R. 5 E., W.M CITY OF RENTON, STATE OF WASHINGTON FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS I I I II I I II1 1( _— ME NORTH LINE OF ME SCUM 1/2 OF ME PARCEL# W23059031 X SOUTH 1/2 OF ME IE 1/4 OF THE BE 1/4 / \ III SEC, 30-23-05 30-23-5 I 1/ PARCEL# 3023059022 \ \ SSMH 668-1 .83 51039 III 2RIM ,23 IS 8•PVC N:92.23 30 SEWER EASEMENT IS' EASEMENT PARCEL# 3023059071 \ IS 8•PVC E: 92.03 15' SEWER EASEMENT REC. N0. 96121914fi5 NO. REC. N0. 96t2200370 / I \ III I I IF 8'PVC S.92 03 REC NO 9612191465 30 ROADWAY EASEMENT68-2 I \\ RIM 2 3 E9RYCS REC NO 7703250226 II II LAA� 11001 IE SPEW W: 110,73 �II 1 \ SEWER SERVICE I r. -- i ` � �" G \ ( ? i J _� 1 __.. /DOWNSTREAM FiHN ( �J` __. /� ' / /' 1 _—=�T=-` /..� F�--� — � t A £RDPO RETAiNI(JG \ \ \ \ SSMH 668-3 9RIM.10 9.40 I \ I wAtc �� v v \ v p � IE a"�c e149.m A\\ IE 8"PyC W 148.70 PARC�L# 302305�108 y I I s{A tz�E V�1\\ PARCEL# 3023059041 �n32� iROM I IF` / / / / / / \ / I I 1 I , OOWNSIRFAAIIN /�%/// ,/ // \/ I 1 I / EDGE otwETURD ITRACTA I i 30-23-5 I / / / / / I / , / /1 I I 1 / A -CATEGORY Iv FpAATE CRI CAL I ' I'll, ACT S1002RR // / / / /// \` I I j 11 II / I I A6J9REA 5iRBE I I I vOD v �I I I v I I 52UM 4F RAC � /40.�72 Il ti(\I)I I /(11 \ I I I \ y 30-23-5 II 1111 � 11 \\\ PROJECT TEAM OWNER: RAM SINGH 10616 BE 26UH ST KENT, WA 980M 253-332-5692 SURVEYOR: STEVE MCCASKEY, PLS p ENCOMPASS ENGINEERING & SURVEYING ' 165 N.E. JUNIPER STREET, SUITE 201 m ISSAQUAH. WASHINGTON 98027 Q 425-392-0250 w m ENGINEER: EDWARD MECUM, PE LU ENCOMPASS ENGINEERING & SURVEYING R N.E. JUNIPER STREET, SUITE 201 ISS WASHINGTON 98027 425-3922 425-392-0250 GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 1805 136TH PLACE NE, SUITE 201 F BELLEVUE, WA 98005 ¢ 425-449-4704 COAL MINE ICICLE CREEK ENGINEERS q GEOTECHNICAL ENGINEER: 29335 HE 20H STREET CARNATION, WA 98014 Z 425-333-0093 ARBORIST: ARBORISTS NW, LLC 17105 SW 31UH PLACE, SUITE 440 FEDERAL WAY, WA 98023 206-779-2579 LANDSCAPE: LANE & ASSOCIATES 13802 26TH AVE NW TULM P, WA 98271 425-885-2319 UTILITY PURVEYORS: EX. OFFS IE EW I WATER: CITY OF RENTON REC $ 9612200593 SEWER: BOOS CREEK WATER D. glp'RD WA 29-23-5 & SEWER DISTRICT O 47 S1030 (253) 630-9900 iw SSMH 668-4 RIM 1E STORM. CRY OF RENTON _ 5 IE 8•PVC E: O2.9fi CABLE: COMCAST IE 8"PVC W O2]6 (800) 934-6489 � �3937 TELEPHONE: OWEST TONAL \ \ GAS/POWER: PUGET SOUND ENERGY 07/30/20 s\ — ICI (888) 321-7779 / SITE DATA: PROJECT SITE ADDRESS: XXX TALBOT RD S �1 ( RENTON, WA MOSS r - 7 1 I• PROPERTY AREA: 114,813 SE. (2.64 M.) / ( TOTAL PROPOSED LOTS 2 \ ` LOTT1 S 34TH PL TAX PARCEL NO. 302305-9108 \ g665Y \ PROPOSED NET DENSITY 1,32 DU/GA \ \ \ MAX. ALLOWABLE DENSITY \ 6 DU/GA CRITICAL ARM 1.46 AC T LAND USE DESIGNATION: RESIDENTIAL MEDIUM DENSITY (MD) \ ZONING: RESIDENTIAL - 8 (R-8) 71J �I PROPOSED USE: SINGLE FAMILY RESIDENTIAL / I I II \ N \ \ ( \ \ \PARCEL# 3023059021 A K� � A V A A V \ \ \ \ SEWER GENERAL NOTES: J \ I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ME SPECIFICATIONS OF 5005 CREEK WATER AND SEWER DISTRICT, ALSO REFERRED i0 HEREINAFTER AS 'DISTRICT'. \ I 2, THE DEVELOPER SHALL FURNISH ME DISTRICT A COPY OF ME COMMERCIAL AND/OR SUBDIVISION i PUNS APPROVED BY ME GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION. / \ I 3 PRIOR TO CONSTRUCTING ANY SEWER MANS THE APPROPRIATE STREETS AND LOTS SHP11 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 i0 BE RECONSTRUCTED SHALL BE MADE AT ME 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 ME DEVELOPER IN ADDITION TO THE STANDARD CHARGES. AND SHALL BE PAID BEFORE ACCEPTANCE BY ME DISTRICT. 6. NO S1DE SEWER CONNECTIONS SHALL BE MADE TO ME EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER 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 ME DISTRICT). 7. ALL COSTS OF SEWER MAIN RE -STAKING SHALL BE PAID BY ME DEVELOPER/CONTRACTOR. S. PROPERTY CORNERS SHALL BE PINNED WIN REFERENCE TACK ON CURBS BY THE DEVELOPER/CONMMTOR. 9, THE DEVELOPER/CONTRACTOR SHALL NATTY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRE -CONSTRUCTION MEETING AT ME DISTRICT OFFICE. AFTER ME PRE -CONSTRUCTION MEETING, THE DEVELOPER/ CONTRACTOR SHALL NOTIFY ME 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 REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE. IL CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE. 12. EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES. 13, ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMIIIED TO ENTER ME EXISTING SYSTEM. 14, EXISTING SSMH 1307-2 AND SSMH 1OW-3 SHALL BE CORE DRILLED AND RE-CHMNEIED TO RECEIVE INCOMING SOME ROW. NOTE: I. SANITARY SEWER MANHOLES IN PROFILE PRE A GRAPHICAL REPRESENTATION OF THE STRUCTURES AND ARE NOT INTENDED TO DEPICT A SUMP AT THE BOTTOM OF EACH STRUCTURE. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS MD SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF ME CONTRACTOR TO INDEPENDENTLY VERITY THE ACCURACY OF ALL UTILM LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PUN. DISCREPANCIES: IF THERE ARE ANY DISCREPANCIES BETWEEN DIMENSIONS IN DRAWINGS AND EXISTING CONDITIONS WHICH WILL AFFECT ME WORK, THE CONTRACTOR SHALL BRING SUCH DISCREPANCIES i0 ME ATTENTION OF THE ENGINEER FOR ADJUSTMENT BEFORE PROCEEDING WITH ME WORK. ME CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FUND OF ALL WORK AND FOR THE COORDINATION OF ALL TRADES, SUBCONTRACTORS, AND PERSONS ENGAGED UPON THIS CONTRACT. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD ME OWNER AND ME ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION AN THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ME OWNER OR THE ENGINEER. I PARCEL NO. 2 OF KING COUNTY SHORT PLAT NO. 1177127, AS RECORDED UNDER RECORDING NUMBER 7803301125, AND BEING A SHORT PLAT OF THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNBHIP 23 NORTH, RANGE 5 EAST, WM., IN KING COUNTY, WASHINGTON, DATUM RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: RAW 88 ME NORM HALF OF ME SOUTH HALF OF ME NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, LYING EAST OF ME KENT-RENTON ROAD (ALSO KNOWN AS SPRINGBROOK ROAD); TOGETHER ON ME NORM 17 FEET MEASURED ALONG ME EAST MARGIN OF ME KENT-RENTON ROAD OF THE WEST 170 FEET, MEASURED ALONG THE NORTH UNE OF ME SOUTH HALF OF ME SOUTH HALF OF ME SOUTH HALF OF ME NORTHEAST QUARTER OF ME SOUTHEAST QUARTER, 2F LANG EASTERLY OF THE KENT-RENTON ROAD; C O BINAIE IN ME CITY OF RENTON, COUNTY OF KING STALE OF WASHINGTON. Z BENCHMARK: 0 15 30 60 CITY OF RENTON HELD CITY OF RENTON DESIGNATION 1494 I� ELEVATION:99J05 SCALE 1 = 60 HORIZONTAL DATUM: HAD 83/91 CITY OF RENTON DESIGNATION 1494 , FOUND 1 3/4" BRASS DISK IN CONCRETE MONUMENT IN CASE. LOCATED IN THE CENTERLINE OF TALBOT ROAD, OPPOSITE HOUSE N0. 3023, 55' NORM OF THE CENTERLINE OF S. I6UH STREET • CRY OF DESIGNATION 1RENTON3/4' 1 3/4• BRASS DISK SET IN CONCRETE MONUMENT IN CASE LOCATED IN ME CENTERLINE TOP EI L OF TALBOT ROAD OPPOSITE DRIVEWAY TO HOUSE N0. 2819. Know what's below. Call before you dig. SHEETINDEX SH.NO. DESCRIPTION 1 COVER SHEET AND NOTES 2 PLAN - WEST ACCESS 3 PROFILE -WEST ACCESS 4 PLAN AND PROFILE - EAST ACCESS 5 CONSTRUCTION PROVISIONS 6 MATERIALS & SURFACE RESTORATION 7 SEWER DETAILS Y ❑ -¢i 0 o no w z 6 a 3a F OQ O ¢ O w V 0 aQ m /�D o V JZ 2> SDI O o N = E�£ m D Nm O C OWP aW 3i oia ^U^i v ¢ Q WK cIf WU o �L_Ll Q rn 0 Z W UJ Q Y Ll�LLJ o LU < Z LU h �w guJ= U) LLLJ UJ O O () LU 55 o � U BASE MAP SHEET 1 OF 7