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Home My WebLink AboutS-2871018 to a a I f1 IIi SEC. 5 ,TWP. 23 N ,RGE. 5 E W.M. SANITARY SEWER NOTES AND SPECIFICATIONS n 1 J THE 1. ALL IM1VRK MATERIALS STALL � IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON I�r -4TH - `, ! .7 m ; - - AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. I i . 1' •i. � i I l.+ 2 THE HOURS OF WTXBC O THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8: 30A.M. TO 3:30 P.M. ON WEEKDAYS L -,�\ ! ____ s:, •= 0 UNLESS OTHERWISE APROVEDIN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, - s APPROVED B TRANSPORTATION DIVISION I ADVANCED. THE POLICE 1; i• PARTIAL EN F RE SHALL AT. A Y THE THAN 24 HOURS N , DEPARTMENT. DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCED. SCALE: =40' - -- -- -' --- - -� 1 - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ( STANDARD SPECIFICATION FOR MUNICIPAL PUBLIC WORKS N 907'20 E 1 2' j 3' CONTOUR INTERVAL = 7 �- " I CONSTRUCTION) PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST ADDITION (APWA) AND CRY OF RENTON STANDARD SPECIFICATION. 40 0 40 80 1 6'PV(`, C I I I { /, } �{ 4. ALL LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 14 SS SVC. o bF TO VERIFY THE TRUE AND CORRECT OF THE LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. (TYP) Y 0$. I N s N I S. SPRE- CONSTRUCTION COALL BE E AND A 24 HWR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW 27 C - N - L� CONSTRUCTION. (INSPECTION MILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE DATUM: CITY OF RENTON k 1 . 1 to CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS ON ADVANCED OF BACKFILLING ALL 26 303.5 arS CONSTRUGTIO- BE NCH. HEREON ARE BASED ON CITY OF RENTON v GPS SURVEY CONTROL NETWORK MONUMENTS. . - 303.5 2 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE BENCHMARK #334 TOP OF BRASS NAIL SET IN � - '� ¢`� _ - SAFETY OF WORKERS AND OTHER'S ON THE CONSTRUCTION SITE. $ SSMH #2 -60� 4 - ! CONCRETE MONUMENT AT INTERSECTION OF JONES Z f '+ I N 8907'20" E %� 7- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED PERMITS PRIOR TO AVENUE N.E. AND N.E. 24TH' STREET, ELEVATION = 14 W NSIDE DROP I 244.34 NGVD 1988 US FOOT. STA. 11 +84.79. 6.6'1 ° I 1oz s3' 9 9 ANY caNSmucnaN. RIM =30261 -� N� ONCR ^Tt 41,411 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL 1 p 2 1 035' A'LL_ A' 4' OTHER PLANS. BASES OF BEARING: IE= 278.53 (OUT) \ r I 29. 5` ! h e yy�� I T y / I / 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHEN EVER CONSTRUCTION IS IN PROGRESS. BEARINGS HEREON ARE BASED ON CITY OF RENTON IE= 278.63 (IN) m '� 3`( \ GPS SURVEY CONTROL NETWORK MONUMENTS. IE= 293.48 IN X ( / 15\ SS ESM'T \ 4 / IE H "IN -SW 10. THE CONTRACTOR SHALL SUPPLY CITY OF RENTON WITH AN AS -BUILT DRAWINGS OF THE SANITARY SEWER SYSTEM ( ) I \ 7 \5' \ 1 1 '[77,77 WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Z SSMH 48� o I a \� - -\ -- 11 BACKFlLL SHALL tE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 M.4 SPA. 14+98.72, 14.1 R of `I��P 0.5(JcOJe INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE SURVEY & TOPOGRAPHY: 01 25 r � j \ COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. RIM = 295.62 ° 23 -' ' 2`F ' \ - -- - -- 17'�8'SS DIP MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. COMPLETED BY RCA /HUITT- ZOLLARS IE= 280.36 (OUT) - 00 4 :.l 12 I I ° 5 =0.50% 03 5 303.5 . 12. OPEN CUT ROAD CROSSINGS' FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH IE =280 46 �IN� I o CRUSHED ROCK AND MECHANICALLY COMPACTED. CUT INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT NTH A SAW 78 rWSS \DIP $ =O.50% I SSMH 1 -48 IN A CONTINUES UNE. A TEMPORARY MIXPATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A ';I T,1 , U (° ; ,r _ / / •t /I I I I O _ f RIM= 292,00 PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT 189.80' / = STANDARDS. &oIJ7 207 E - _. I _ _ -- -- = 13. DATUM SHALL BE CRY OF RENTON. U.S.C. AND G.S. . y � • ,� ,` 295.5 � y m IE- 277.86 (OUT) S � / IE 277.96 ( ) ..,. � I IN ! 1 I I S r g' _ � •I� rj wg °S5 PVC \ ' '1 14. ALL DISTRIBUTED AREAS SHALL BE SEARED AND MULCHED OR OTHER WISED STABILIZED TO THE SATISFACTION OF THE DEPARTYEM FOR THE PREVENTION ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 1 \ s1.do% v 3 v �- 22 I...\ �� N =O \ I I I 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 295.5 SECTION 7 -0 -3 (1) OF THE CURRENT STARE OF WASHINGTON STANDARD AND SPECIFICATION FOR ROAD AND BRIDGE ,/ (1 j 1 i 284 I \ -., ' /, \ \ I I CONSTRUCTION- THIS SHALL PICLUDE NECESSARY LEVELING OF THE WRENCH BOTTOM OR THE TOP NI THE FOUNDATION �J 1� MATERIAL AS Wfl1 AS THE PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT �1 ! I • 1 `,cYp THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL a ABOVE AND BELOW THE PIPE ' I I I1;� SIDE SEWER INVERT TABLE 1 �I ' I rl RIM EL. I ro I ' -i $ y " 300.72 E %,, , R• 5y J \ - \ \ < < _ 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE m ALTERNATIVE TO CT SHALL BE C900. IE b CONC' �W _ G9 !4 21 14 W /INSIDE a+ c 9 ROP �_ -\ G`Y �� \ I I 20'X25' ' ACCESS '. I IRON CLASS 50 (DIP). AN 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN 28918 I �� 284 8 � I I I I STA. 12+ 297.5 1, o RIM =301.5 .41, 31.98' 8 7 Q� eT ` `� ! `\ I I 5 I r EASEMENT I ¢ 1 ( PAVED AREA, COVER MU57 SLOPE IN ALL DIRECTIONS TO MATCH PAVING. j � - IE= 279.1 (OUT) (1J) �wc'.� 303.0 Q d 611 ' I 1 3011.5 I m 303.0 303.0 20 I 10 IE =291.0 (IN) 1 285.0 7 t II \ C N 89'13'58" E 252 8' /sSCO Ec I I 1 \ \ ��• _ 1 iJ 1 w . :, � . 11 14 RIM =301.2 t IE= 291.50 51:P AN ALTERNATIVE TO 'I ] �9 r I 0 STORM DRAINAGE CATCH BASIN I nip CHAR I RF C'9M IN' I1_ , ll 0 1 DI 18., \4 V 293.5 2$5.8 ' `1 I� - �- TAG# P PNT# R RIM EL. I INVERT EL 1 1 1001 3 300.72 E E 12 CONC W %99 01 IE b CONC' �W _ G9 IE ' E=299.04 2 2 1 1002 2 29502 I IE 1 ?" CMP E-291,27 3 3 1 1024 2 28918 I IE 12' PVC NE 285.53 5 5 .48 4 1 1582 2 285 -70 I IE 8' PVC ti '83 70 STORM DRAINAGE MANHOLE 13 W \ 29k.5 00 17 r' -- .261.5.9 1 1 \ c'_`y � EPS 28 Jr -_ G SANITARY SEWER MANHOLE ��o - V 14--- 16 F,3 y I 1 2 ; \ SSMH_ 5 -48" I v - I STORM -15 A \fT1�i A 2. 6 �1,17 +� 29 .10O, 71 EA E R 85 _ 287.26 -^ -- . I j � � 1 3281 96 �6 IN) j - 252:55' ' N 89'13'58 E °ee-- TAG RhIT�' RIM EL. INVERT EL 1 1000 30[.65 IE 1�' �Vl; N 293.05 _ IE 6' PVC W 293 -03 IE 12" CGh,r NE 796.45 1026 X86.33 IE 8 CONS N -281 33 IE 'I7 PAC W 28G 55 TAG# PIVT# RIM EL. INVERT EL. 1 1003 294.08 IF 8" PVC S 285'18 2 1017 301.96 IE 12" PVC W-291.45 3 7025 291.68 IE 12" PVC w=282.55 IE 17" PVC E-282.61 4 1350 284.70 IF 8' PVC N=277.77 IE 8' PVC t 277.03 ALL SIDE SEWERS SHALL BE 6 "' PVC 2% MINIMUM SLOPE CALL 48 HOURS 3EFORE YOU DIG 1 -800- 424 -5555 SIDE SEWER INVERT LOT AS-BUILT AT END OF PIPE 1 278.53 2 278.42 3 291.71 4 292.43 5 291.92 6 291.54 7 280.07 8 280.32 9 281.35 10 281.62 11 281.87 12 282.78 13 282.79 14 282.62 15 282.40 16 282.90 17 283.05 18 282.76 19 282.21 20 281.91 21 281.67 22 281.26 23 280.90 24 280.62 25 280.38 26 291.26 27 292.25 28 295.26 RECOMMENDED FOR APPROVAL BY: ,r-/' DATE: BY: , &[ 2� � DATE: BY. DATE: BY: DATE: �"�r^�r'� GROUP FOUR,Inc. .16030 JUANITA- WOODINVILLE WAY NE 31Z,µ BOTHELL, WASHINGTON 98011 Fclypc0 �G� (425)'775 -4581 w (206)362 -4244 • FAX(206)362 -3819 ONA�SURVEYING ENGINEERING PLANNING MANAGEMENT S 10 2s 2000 raeZ 1 n ooaol3 sv�P4o... -". "" JOB NO.: 00 -8015 UPO,1TE➢, gP 11 2000 12,14,E0 �loj /O7 '•ANNED OCT 4 LUUU ROLL # 168 :x 0 ° d C) W O O V) LLJ O Z a° �a o.. N L_ z `.� 00 3� z � lii LJ a'OL �E :o E ,E �fJ 411 2 1r o v a� a 4' � o i z Ln Zi v �I 90 Rio N ow y Cl N I ��o - V 14--- 16 F,3 y I 1 2 ; \ SSMH_ 5 -48" I v - I STORM -15 A \fT1�i A 2. 6 �1,17 +� 29 .10O, 71 EA E R 85 _ 287.26 -^ -- . I j � � 1 3281 96 �6 IN) j - 252:55' ' N 89'13'58 E °ee-- TAG RhIT�' RIM EL. INVERT EL 1 1000 30[.65 IE 1�' �Vl; N 293.05 _ IE 6' PVC W 293 -03 IE 12" CGh,r NE 796.45 1026 X86.33 IE 8 CONS N -281 33 IE 'I7 PAC W 28G 55 TAG# PIVT# RIM EL. INVERT EL. 1 1003 294.08 IF 8" PVC S 285'18 2 1017 301.96 IE 12" PVC W-291.45 3 7025 291.68 IE 12" PVC w=282.55 IE 17" PVC E-282.61 4 1350 284.70 IF 8' PVC N=277.77 IE 8' PVC t 277.03 ALL SIDE SEWERS SHALL BE 6 "' PVC 2% MINIMUM SLOPE CALL 48 HOURS 3EFORE YOU DIG 1 -800- 424 -5555 SIDE SEWER INVERT LOT AS-BUILT AT END OF PIPE 1 278.53 2 278.42 3 291.71 4 292.43 5 291.92 6 291.54 7 280.07 8 280.32 9 281.35 10 281.62 11 281.87 12 282.78 13 282.79 14 282.62 15 282.40 16 282.90 17 283.05 18 282.76 19 282.21 20 281.91 21 281.67 22 281.26 23 280.90 24 280.62 25 280.38 26 291.26 27 292.25 28 295.26 RECOMMENDED FOR APPROVAL BY: ,r-/' DATE: BY: , &[ 2� � DATE: BY. DATE: BY: DATE: �"�r^�r'� GROUP FOUR,Inc. .16030 JUANITA- WOODINVILLE WAY NE 31Z,µ BOTHELL, WASHINGTON 98011 Fclypc0 �G� (425)'775 -4581 w (206)362 -4244 • FAX(206)362 -3819 ONA�SURVEYING ENGINEERING PLANNING MANAGEMENT S 10 2s 2000 raeZ 1 n ooaol3 sv�P4o... -". "" JOB NO.: 00 -8015 UPO,1TE➢, gP 11 2000 12,14,E0 �loj /O7 '•ANNED OCT 4 LUUU ROLL # 168 :x 0 ° d C) W O O V) LLJ O Z a° �a o.. N L_ z `.� 00 3� z � lii LJ a'OL �E :o E ,E �fJ 411 2 1r o v a� a 4' � o i z Ln Zi v �I 90 Rio N ow y Cl N I TAG# PIVT# RIM EL. INVERT EL. 1 1003 294.08 IF 8" PVC S 285'18 2 1017 301.96 IE 12" PVC W-291.45 3 7025 291.68 IE 12" PVC w=282.55 IE 17" PVC E-282.61 4 1350 284.70 IF 8' PVC N=277.77 IE 8' PVC t 277.03 ALL SIDE SEWERS SHALL BE 6 "' PVC 2% MINIMUM SLOPE CALL 48 HOURS 3EFORE YOU DIG 1 -800- 424 -5555 SIDE SEWER INVERT LOT AS-BUILT AT END OF PIPE 1 278.53 2 278.42 3 291.71 4 292.43 5 291.92 6 291.54 7 280.07 8 280.32 9 281.35 10 281.62 11 281.87 12 282.78 13 282.79 14 282.62 15 282.40 16 282.90 17 283.05 18 282.76 19 282.21 20 281.91 21 281.67 22 281.26 23 280.90 24 280.62 25 280.38 26 291.26 27 292.25 28 295.26 RECOMMENDED FOR APPROVAL BY: ,r-/' DATE: BY: , &[ 2� � DATE: BY. DATE: BY: DATE: �"�r^�r'� GROUP FOUR,Inc. .16030 JUANITA- WOODINVILLE WAY NE 31Z,µ BOTHELL, WASHINGTON 98011 Fclypc0 �G� (425)'775 -4581 w (206)362 -4244 • FAX(206)362 -3819 ONA�SURVEYING ENGINEERING PLANNING MANAGEMENT S 10 2s 2000 raeZ 1 n ooaol3 sv�P4o... -". "" JOB NO.: 00 -8015 UPO,1TE➢, gP 11 2000 12,14,E0 �loj /O7 '•ANNED OCT 4 LUUU ROLL # 168 :x 0 ° d C) W O O V) LLJ O Z a° �a o.. N L_ z `.� 00 3� z � lii LJ a'OL �E :o E ,E �fJ 411 2 1r o v a� a 4' � o i z Ln Zi v �I 90 Rio N ow y Cl N I ALL SIDE SEWERS SHALL BE 6 "' PVC 2% MINIMUM SLOPE CALL 48 HOURS 3EFORE YOU DIG 1 -800- 424 -5555 SIDE SEWER INVERT LOT AS-BUILT AT END OF PIPE 1 278.53 2 278.42 3 291.71 4 292.43 5 291.92 6 291.54 7 280.07 8 280.32 9 281.35 10 281.62 11 281.87 12 282.78 13 282.79 14 282.62 15 282.40 16 282.90 17 283.05 18 282.76 19 282.21 20 281.91 21 281.67 22 281.26 23 280.90 24 280.62 25 280.38 26 291.26 27 292.25 28 295.26 RECOMMENDED FOR APPROVAL BY: ,r-/' DATE: BY: , &[ 2� � DATE: BY. DATE: BY: DATE: �"�r^�r'� GROUP FOUR,Inc. .16030 JUANITA- WOODINVILLE WAY NE 31Z,µ BOTHELL, WASHINGTON 98011 Fclypc0 �G� (425)'775 -4581 w (206)362 -4244 • FAX(206)362 -3819 ONA�SURVEYING ENGINEERING PLANNING MANAGEMENT S 10 2s 2000 raeZ 1 n ooaol3 sv�P4o... -". "" JOB NO.: 00 -8015 UPO,1TE➢, gP 11 2000 12,14,E0 �loj /O7 '•ANNED OCT 4 LUUU ROLL # 168 :x 0 ° d C) W O O V) LLJ O Z a° �a o.. N L_ z `.� 00 3� z � lii LJ a'OL �E :o E ,E �fJ 411 2 1r o v a� a 4' � o i z Ln Zi v �I 90 Rio N ow y Cl N I RECOMMENDED FOR APPROVAL BY: ,r-/' DATE: BY: , &[ 2� � DATE: BY. DATE: BY: DATE: �"�r^�r'� GROUP FOUR,Inc. .16030 JUANITA- WOODINVILLE WAY NE 31Z,µ BOTHELL, WASHINGTON 98011 Fclypc0 �G� (425)'775 -4581 w (206)362 -4244 • FAX(206)362 -3819 ONA�SURVEYING ENGINEERING PLANNING MANAGEMENT S 10 2s 2000 raeZ 1 n ooaol3 sv�P4o... -". "" JOB NO.: 00 -8015 UPO,1TE➢, gP 11 2000 12,14,E0 �loj /O7 '•ANNED OCT 4 LUUU ROLL # 168 :x 0 ° d C) W O O V) LLJ O Z a° �a o.. N L_ z `.� 00 3� z � lii LJ a'OL �E :o E ,E �fJ 411 2 1r o v a� a 4' � o i z Ln Zi v �I 90 Rio N ow y Cl N I