The URL can be used to link to this page

Home My WebLink AboutS-361901I • ■ ■ STA. 3 +22 101 SSMH/ 2 - 48' TYPE • ' : RIM = 499.7.+ (MATCH PANNE -. INV =48&00 (,' 162 LF 8' PVC O 3J8X STA. 1 +6q 101T SSMH /1 - 48' TYPE It RIM= 496.31 (MATCH PAWNG INV = 48262 (N&E) INV -48$52 (S) I I I I 159 LF-B' PVC O Q.$DX I wp 0.00115 's 002W S'!H t IA- 3.57_ � V_ \\ IV 49275 m, 1v r8843 "7 HOPE WS`. S SSMH / RIM= 496.3.+ IN �iJ9r�lr1 475 PORTION OF THE SE 1/45 OF THE NE 1/4 OF SEC. 14, TWN.23 N., RNG CITY OF RENTON, WASHINGTON .7_ OOOSNHED CAP b r3 FOUND REBAR AND WASHINGTON 0.10'N FOUND �B 1 ONG. ( 0.06 W AND CARRPPII IFb LS11 1021p ` _ Iv1 4958' �- 2 .OrIC, I� I� /o .oG. Ftn(. _ 0.01'5 ff I . w o EX. 6 _ .L .,ATEP - _% \ - - -- ... _cam �_ a L i- _ 011 n'l.. w/ :.: _.._ v: _ _ c-`u I o, ox`___ J / II. 01� - -- r 1818 T�ATED `_. -- '_ �t1,-_ -.' �. ��. _ .,.' .i, a� 1 8 53 W S.E 1355TH STRE " - °90 y T CITY OF RENTON- N 88 °4 .- - E 59b.79' �<_ _ _ Gu Tb ro .. � ...? -+-- *480) E 11 T°� �,,.� \ �i \ 'T ` •r <\ °��. \,. i' r �_�.. �...b- MIN._._ = MIN. � MIN. FFE- i MIN. FIE= MIN. FFE= MI I= MIN. FFE =i1 •\� .: 488.7 }__, 489 Q I 489.1 ..I , k89.4 / N FF 490.9. \ 1 , .: .,,;:;,r I I xl 490.0 / . 0.1 ab _.. MI c 74� I I r 44so.i A'I 1 I 13 I ssZ 11 / / 9 8 15 I 10 - �. LI.#I' d 1I I � Z T_ S . 2 +89, 5RT � II )__ -../ I � % SSMH =�4B' TYPE 11 ,TO i RIM- 49 2 10_,C1TYOF�'? I 10' PUBLIC I i �,�„zr..� - RENTON s93 i+ + o UTILITY INt� -21 SEWER I jl 6 NV= 484.11 ASEMENT \ ;R M EASEMENT / I y z =' / = = 1 I 'y +�J 3a) x 1 ea I v VG + I I I I t' l r II II - I I i. r I. I 1 I I I / I I I I \ CD i 6' PVC l SEVERS m"� "'444 "� I :`. ✓ / /.. 'I!III III; II 29 MIN TP. , 'I o �.• hz 1 y� 1\ \z_ n v . • \ ', / 1 STA. 60. 10' PUBLIC \ m Z j / m SSMH # / TRACT ITr ' CT E �• I J u _ e -s EAS ENT d IN.. "5.20 (6'SE) : a-'SENSITIVE AREA M � I 1 I 1 I I � � '_ ' � NV =40� 7 8'W = r! �✓ i l� I,r, I I � I ' �., it ° 3 . 4 1 51 2 jp2e / 1 p I 1 I I MIN. FFE= / - e -,z MIN. FFE= MIN. FFE= \:-.- ._ MIN MIN. .9 `MIN. 'FFE= 490.9 _ 489.4 � �.. -. -.. /• „ ENO" .' I 488.8 S 489.7 489.9 1 490.3 00 I'n I\ 15' PUBLIC WATER s`-' = �c '✓ /' - --1- - �- - -1 - - - a ; ?�- EASEMENT /1. 1 a N 88 W 55 42 92.8'5 o, - -__ \;� 2 +0 . - -+00_1. 0 3 _ / I 4 +0 V � -1 TH _TREET / /' Do WOCID . : l cpk- _ -.__•o ,_ _� \ rz " -__ /> L _cx' ,_.: . -T_ J ;� I -_.. _1=.. '__ -- % � ',JIT �l'�� 11 Y I ( 0 +00 1 +00 2 +00 Elicom,pass 1 165 NE Juniper Street, Suite 201 Issacuah, WA 98027 Phone: (42S) 392 -0250 Fax: (425) 391 -3055 3+00 NO. I REVISION 4 +00 500 m �o �m � LL np io n w 5 +00 :e 480 470 ., WM x 100.00' VC 200.00' VC x oLOW POINT El.EV = 496.20 00 ? HIGH POINT E EV = 496.90 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 0 10 20 40 SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED LOW POINT STA = 0 +60 a HIGH POINT S A= 1 +65.31 0 0 DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. y' w PM STA = 0 +50 N PM STA = 2 +00 ++ Iri 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 PIA ELEV = 495.80 ; PM ELEV = 497.80 "� < 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. m m A.D. 3.33 m m A.D. _ -4.08 r^ tii 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE > �M 500 ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. K = 0 AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF a INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. - II.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE SAWCUT BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. I2.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. ' AND MATCH I3.ALL AN AREAS SHALL BE SEEDED ISTURBED MULCHED OR OTHERWISE STABILIZED TO THE D D - -- ° "- COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN PLANNING/BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA EXISTIN_GROUND STANDARDS AN SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE E RENTON STANDARD PLANS &SPECIFICATIONS. 'THIS SHALL INCLUDE NECESSARY LEVELING OF THE -\`_ 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. _ /-2'0 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDP �� 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. 07 EX. GROUND n4 ',, PROPO E N Y rn 490 I' 171 LF8' PVC O 0.50X ! 298 LF -B" PVC _I O Q50X •. D STA. 4 +60, 51T S A. 2 +89, 51T SSMH 14 - 5s. H 62 - 48" TYPE I RIM= 490.81 P W_ 480 M. 1 +6 IOILT IMV 484.21 (E&N) INV= 485.07 (8 ! - 48" TYPE 11 SE. 135TH PLACE III V =484.11 (110 MATCH AWNG) j /=4826 (N&E) HORZ. 1" = 40' INV= 52 (S) VERT. 1" = 5' ELEV 20 Q, MO LaqN Oaa' 1m M V W VQ . ,O � MN N(O O m a w a m m m aa m am a �' am a a a aO sri m a a a rn aOC a a a a 0 +00 1 +00 2 +00 Elicom,pass 1 165 NE Juniper Street, Suite 201 Issacuah, WA 98027 Phone: (42S) 392 -0250 Fax: (425) 391 -3055 3+00 NO. I REVISION 4 +00 500 m �o �m � LL np io n w 5 +00 :e 480 470 ., WM x x p SANITARY SEWER NOTES AND SPECIFICATIONS z THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. . 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 0 10 20 40 SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED SCALE 1" = 40' 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 OCATION SO AS To AVOID T D DAMAGE OR DISTURBANCE. - 4.A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF .CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BO ON EQUALLY SHALL BE PLACED BAC FILL E SIDES OF THE PIPE IN LAYERS WITH A LOOSE K Q BOTH AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF a INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY, THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. - II.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. I2.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. ' I3.ALL AN AREAS SHALL BE SEEDED ISTURBED MULCHED OR OTHERWISE STABILIZED TO THE D D 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 AN SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE E RENTON STANDARD PLANS &SPECIFICATIONS. 'THIS SHALL INCLUDE NECESSARY LEVELING OF THE 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, SDP 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. RECOMMENDED FOR-APPROVAL By By BY CHECKED FOR COMPLIANCE TO CITY STANDARDS DATE DATE 2. G 2e/L DATE Call NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. before YOU IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE S=36 19 0 I EXACT VERTICAL AND HORIZONTAL LOCAT ON OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION.. S �9• REPRESENTATION GI MADE THAT ALL EXISTING UTILITIES ARE SHOWN 1 -800- 424 -5555 NOT SHOWN OR UTILITIES NOT SHOWN INE THEIR SPRO ER FOR LOCATION. UNDERGROUND SERVICE (USA) .CALL BEFORE YOU DIG: 1- 800 -424 -5555. AVOID CUTTING UNDERGROUND UTILITY LINES. IS COSTLY DAM WISH xowzoNrw wn ie'aiect - 9/26/1 1 °moNTJR 1 ° =40' Arlin CITY OF HARMONY GROVE BOOK iIEmWOp IEF - 1 23.12 TJR u- ' JEF �"� �� RENTON SANITARY SEINER PLAN AND `TX PAGE oNE INCN DATUM IEF " 12 29 11 TJR CHECKED. TJR .,NI- I,sr,�E Planning /Building /Public Works Dept. PROFILE AND NOTES 1 1517 IF NOT ONE INCH BY DATE APPR +P"+N`A^ scut .ADccxuBOLY - TJR 6 9