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HomeMy WebLinkAboutzS-3243SetM .q. a thl O o N� M a W Cr I I E� a ova two k �f D CD c �c v N I I I I Ex STORM DRAIN MANHOLE Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, I > RIM 434.78 RIM 434.55 I I IIo eN PVC IE 419.56 W 12 ADS IE 423.39 W I I 8 PVC IE 419.54 E 12" ADS IE 422.90 E I O 8" PVC IE 419.50 N 0 12 ADS IE 422.67 N I ��? p r - I R� v Ives S Redmond Ave g 1- 1 1 90.0' 80.0' Northeast \ I 6 PVC SDR \ a 35 SIDE SEWER ♦_. I ( 1 I 0 MIN. 2% CONNECT NEW 6' SIDE 4! . _ SLOPE (TYP) SEWER TO EXIST MAIN 0 )k - n) STA 1 +25 STA 1 +25 MIN FE: ° o\ 6" SEWER STUB ®MIN. 2� 431 0 EX. PAVEMENT 3 6 IE: 426.0 0 PATCH PER CITY U I LO STANDARDS j \ I- I o CONNECT NEW 6' SIDE MIN FF .' SEWER TO EXIST MAIN I ♦ I I - --- - - _ -'� v 90.0' �- 428. C1 STA 1 +56 I II _� STA 1 +56 �} Q 6" SEWEI \ STUB ® MIN. 27. Power box IE: 426.0 a erl meter � � 60.0 Pdwe o I °Ile 0 V_ I olll I 13 II I III � I •- III .�.� I Water I in 3 0) I meter I �I .-4 I I a II v Water j`II IC? meter °III I7* 4� o 0) I IppI I � ® I I to I (Q I I o I Z Driveway) I v II II . Ex CATCH BASIN I o v l l RIM 433.55 I 6" "PVC IE 429.57 N I 1 3 a" I 12 ADS IE 429.39 W II a0 I 12" ADS IE 429.35 E I Q I X I I c III g Drivew y I 0 0�► - \ v, � I `10 Avenue +oo o rth � ~ I W W NEW 8 DATER IN a o I II P -- - I + 1.43 Water I a� I I Power I IEXIST. HOUSE a meter I III _ pole rte. 3 N TJB ( I STA 2+74.5 NE 19th ST 11 1 I ! CJB STA 0 +00 (SEWER MAIN) d � I b �_ -I I I I CONSTRUCT NEW MH 1 OVER EXIST 8 „ MAIN Water STD. MH, 48* DIA meter RIM: 434.1 (ADJUST RIM T9,-GR (( I Driveway °' I I IE: 420.4 (EXIST." 8 " , _E & w) IE: 420.5 (NEW 8 ", S) CONTRACTOR TO VERIFY ELEVATIONS Ex CATCH BASIN PRIOR TO CONSTRUCTION � I RIM 433.89 I I I Ex Hydrant 12 ADS IE 429.95 NW 12" ADS IE 4 29.90 E I J_ Edge of , asphalt Sign ;? +, Q- Sidewalk W Flow line of to Q vertical curb I -4 ° & gutter Water valve rl _ - - -__ w } Queen Avenue Mail boX Northeast I I �r. / 4 corner of 2' re t a i n i n W a l l I 4.Township g 23 . Range 5 L. � -- - = I found tack in lead. East 1 /4 corner of Flow line of c Visited August 7th. 2001. Section 4.Townshi extruded curb ° I -' - -' found ' monurr,ent. CD Incosed. COR #1325 Visited August 7th. 2( Ex SANITARY SEWER MANHOLE 5 . 19'28"E N 5190.24' amp RIM 435.33 78'18 1306.03' 653.02' 653.02' 8" PVC IE 421.19 N W Z 8" PVC IE 421.04 W 8 PVC IE 420.99 E p West 1/4 corner of 0i Section 4.7ownshi z n 23 N. FL 1* 5 . 3' > br+oss disk with o► W incosed. City of 326.93' S89' 14`4 1 t1307.72' cc Renton Control I o Point No.369. ' Visited August 7th, 2001. 0 326.93 0 65 . n � 3 .02 N si 1309.40' 327.3 � 3 654.70 ' 589'09 5S E 2618.81 z CONTROL DIA GRAM ca d4 SECTION 4, TOWNSHIP­23 -N., RANGE 5 E., W.M. N00'05'32 "E 639.88' / 50.0 50.0' I �• I , , I o � 0 MIN FFE: 427.0 a, I 06 �I / MIN FFE- STA ® MH 0.0' 6" SEWER STUB ® MIN. 2% IE: 423.5 / 0 STA ®MH/ 1 6" SEAR STUB / \ t3i RAIN 91 / MANHOLE FRAME AND COVER L- M z L a SEE DRAWING 8829 NOTES: V) 12" O 25" 1 ADJUSTMENT (4" MIN.) I. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY a 0 STEPS OR EQUAL. o L_ CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS Z ��" D CD c �c v N I I I I Ex STORM DRAIN MANHOLE Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, I > RIM 434.78 RIM 434.55 I I IIo eN PVC IE 419.56 W 12 ADS IE 423.39 W I I 8 PVC IE 419.54 E 12" ADS IE 422.90 E I O 8" PVC IE 419.50 N 0 12 ADS IE 422.67 N I ��? p r - I R� v Ives S Redmond Ave g 1- 1 1 90.0' 80.0' Northeast \ I 6 PVC SDR \ a 35 SIDE SEWER ♦_. I ( 1 I 0 MIN. 2% CONNECT NEW 6' SIDE 4! . _ SLOPE (TYP) SEWER TO EXIST MAIN 0 )k - n) STA 1 +25 STA 1 +25 MIN FE: ° o\ 6" SEWER STUB ®MIN. 2� 431 0 EX. PAVEMENT 3 6 IE: 426.0 0 PATCH PER CITY U I LO STANDARDS j \ I- I o CONNECT NEW 6' SIDE MIN FF .' SEWER TO EXIST MAIN I ♦ I I - --- - - _ -'� v 90.0' �- 428. C1 STA 1 +56 I II _� STA 1 +56 �} Q 6" SEWEI \ STUB ® MIN. 27. Power box IE: 426.0 a erl meter � � 60.0 Pdwe o I °Ile 0 V_ I olll I 13 II I III � I •- III .�.� I Water I in 3 0) I meter I �I .-4 I I a II v Water j`II IC? meter °III I7* 4� o 0) I IppI I � ® I I to I (Q I I o I Z Driveway) I v II II . Ex CATCH BASIN I o v l l RIM 433.55 I 6" "PVC IE 429.57 N I 1 3 a" I 12 ADS IE 429.39 W II a0 I 12" ADS IE 429.35 E I Q I X I I c III g Drivew y I 0 0�► - \ v, � I `10 Avenue +oo o rth � ~ I W W NEW 8 DATER IN a o I II P -- - I + 1.43 Water I a� I I Power I IEXIST. HOUSE a meter I III _ pole rte. 3 N TJB ( I STA 2+74.5 NE 19th ST 11 1 I ! CJB STA 0 +00 (SEWER MAIN) d � I b �_ -I I I I CONSTRUCT NEW MH 1 OVER EXIST 8 „ MAIN Water STD. MH, 48* DIA meter RIM: 434.1 (ADJUST RIM T9,-GR (( I Driveway °' I I IE: 420.4 (EXIST." 8 " , _E & w) IE: 420.5 (NEW 8 ", S) CONTRACTOR TO VERIFY ELEVATIONS Ex CATCH BASIN PRIOR TO CONSTRUCTION � I RIM 433.89 I I I Ex Hydrant 12 ADS IE 429.95 NW 12" ADS IE 4 29.90 E I J_ Edge of , asphalt Sign ;? +, Q- Sidewalk W Flow line of to Q vertical curb I -4 ° & gutter Water valve rl _ - - -__ w } Queen Avenue Mail boX Northeast I I �r. / 4 corner of 2' re t a i n i n W a l l I 4.Township g 23 . Range 5 L. � -- - = I found tack in lead. East 1 /4 corner of Flow line of c Visited August 7th. 2001. Section 4.Townshi extruded curb ° I -' - -' found ' monurr,ent. CD Incosed. COR #1325 Visited August 7th. 2( Ex SANITARY SEWER MANHOLE 5 . 19'28"E N 5190.24' amp RIM 435.33 78'18 1306.03' 653.02' 653.02' 8" PVC IE 421.19 N W Z 8" PVC IE 421.04 W 8 PVC IE 420.99 E p West 1/4 corner of 0i Section 4.7ownshi z n 23 N. FL 1* 5 . 3' > br+oss disk with o► W incosed. City of 326.93' S89' 14`4 1 t1307.72' cc Renton Control I o Point No.369. ' Visited August 7th, 2001. 0 326.93 0 65 . n � 3 .02 N si 1309.40' 327.3 � 3 654.70 ' 589'09 5S E 2618.81 z CONTROL DIA GRAM ca d4 SECTION 4, TOWNSHIP­23 -N., RANGE 5 E., W.M. N00'05'32 "E 639.88' / 50.0 50.0' I �• I , , I o � 0 MIN FFE: 427.0 a, I 06 �I / MIN FFE- STA ® MH 0.0' 6" SEWER STUB ® MIN. 2% IE: 423.5 / 0 STA ®MH/ 1 6" SEAR STUB / \ t3i RAIN 91 / MANHOLE FRAME AND COVER L- M °� SEE DRAWING 8829 NOTES: cri 12" MAX. 25" 1 D CD c �c v N I I I I Ex STORM DRAIN MANHOLE Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, I > RIM 434.78 RIM 434.55 I I IIo eN PVC IE 419.56 W 12 ADS IE 423.39 W I I 8 PVC IE 419.54 E 12" ADS IE 422.90 E I O 8" PVC IE 419.50 N 0 12 ADS IE 422.67 N I ��? p r - I R� v Ives S Redmond Ave g 1- 1 1 90.0' 80.0' Northeast \ I 6 PVC SDR \ a 35 SIDE SEWER ♦_. I ( 1 I 0 MIN. 2% CONNECT NEW 6' SIDE 4! . _ SLOPE (TYP) SEWER TO EXIST MAIN 0 )k - n) STA 1 +25 STA 1 +25 MIN FE: ° o\ 6" SEWER STUB ®MIN. 2� 431 0 EX. PAVEMENT 3 6 IE: 426.0 0 PATCH PER CITY U I LO STANDARDS j \ I- I o CONNECT NEW 6' SIDE MIN FF .' SEWER TO EXIST MAIN I ♦ I I - --- - - _ -'� v 90.0' �- 428. C1 STA 1 +56 I II _� STA 1 +56 �} Q 6" SEWEI \ STUB ® MIN. 27. Power box IE: 426.0 a erl meter � � 60.0 Pdwe o I °Ile 0 V_ I olll I 13 II I III � I •- III .�.� I Water I in 3 0) I meter I �I .-4 I I a II v Water j`II IC? meter °III I7* 4� o 0) I IppI I � ® I I to I (Q I I o I Z Driveway) I v II II . Ex CATCH BASIN I o v l l RIM 433.55 I 6" "PVC IE 429.57 N I 1 3 a" I 12 ADS IE 429.39 W II a0 I 12" ADS IE 429.35 E I Q I X I I c III g Drivew y I 0 0�► - \ v, � I `10 Avenue +oo o rth � ~ I W W NEW 8 DATER IN a o I II P -- - I + 1.43 Water I a� I I Power I IEXIST. HOUSE a meter I III _ pole rte. 3 N TJB ( I STA 2+74.5 NE 19th ST 11 1 I ! CJB STA 0 +00 (SEWER MAIN) d � I b �_ -I I I I CONSTRUCT NEW MH 1 OVER EXIST 8 „ MAIN Water STD. MH, 48* DIA meter RIM: 434.1 (ADJUST RIM T9,-GR (( I Driveway °' I I IE: 420.4 (EXIST." 8 " , _E & w) IE: 420.5 (NEW 8 ", S) CONTRACTOR TO VERIFY ELEVATIONS Ex CATCH BASIN PRIOR TO CONSTRUCTION � I RIM 433.89 I I I Ex Hydrant 12 ADS IE 429.95 NW 12" ADS IE 4 29.90 E I J_ Edge of , asphalt Sign ;? +, Q- Sidewalk W Flow line of to Q vertical curb I -4 ° & gutter Water valve rl _ - - -__ w } Queen Avenue Mail boX Northeast I I �r. / 4 corner of 2' re t a i n i n W a l l I 4.Township g 23 . Range 5 L. � -- - = I found tack in lead. East 1 /4 corner of Flow line of c Visited August 7th. 2001. Section 4.Townshi extruded curb ° I -' - -' found ' monurr,ent. CD Incosed. COR #1325 Visited August 7th. 2( Ex SANITARY SEWER MANHOLE 5 . 19'28"E N 5190.24' amp RIM 435.33 78'18 1306.03' 653.02' 653.02' 8" PVC IE 421.19 N W Z 8" PVC IE 421.04 W 8 PVC IE 420.99 E p West 1/4 corner of 0i Section 4.7ownshi z n 23 N. FL 1* 5 . 3' > br+oss disk with o► W incosed. City of 326.93' S89' 14`4 1 t1307.72' cc Renton Control I o Point No.369. ' Visited August 7th, 2001. 0 326.93 0 65 . n � 3 .02 N si 1309.40' 327.3 � 3 654.70 ' 589'09 5S E 2618.81 z CONTROL DIA GRAM ca d4 SECTION 4, TOWNSHIP­23 -N., RANGE 5 E., W.M. N00'05'32 "E 639.88' / 50.0 50.0' I �• I , , I o � 0 MIN FFE: 427.0 a, I 06 �I / MIN FFE- STA ® MH 0.0' 6" SEWER STUB ® MIN. 2% IE: 423.5 / 0 STA ®MH/ 1 6" SEAR STUB / \ t3i RAIN 91 / MANHOLE FRAME AND COVER 470 \\ \TRACE � SENS ' � _�✓ -` ~_ AREA . MIN FFE: -- CO `� 428.c I _ 420 / I R45. 0 96--Cr _ .� _ :,I ! 0.50 i _ ---- 8 , 2 C� S 4" 6 FIVC SDR -� O I--- .WER S?U6 / 35! S:D= SEWER c J. 2% ®MlN. 2% ma 24.0 SL �O= ITYP L1- -- \ \ �\ �`` ___ -Not. "%aft / STA -0 MH MIN FFE: '~~ -____ ftft , 1 6" SEWER STUB 426.0 ® MIN. 2% IE: 423.0 0.5% 2 +50 1 ----I 15 DRAINAGE EASEMENT - \ 1 1 , 1 NE " WATER MAIN TRACT B 1 W w w -- � r- ----- - DRAINGE POND -- - - soo o� 43 "w 315 .02 _ -rl - _ I In - I O� STA 2 +15 (SEWER MAIN) STA 2 +20, 5' LT (QUEEN A) AN SEWER MH #2 (STD H, 48 ") \ RI IE: 421.6 (8 PVC, N) --- n ON 0 -� O I o"a O O A V \. lisp Q0 . C'- I Ir _ r O � I O V7 ° s O W Srtks e r C-4 r C NOTE. CO-3 G' GO5 m V:)\__ -J 0 (D 00 Orker G _ rr' G -- ALL TRENCH RESTORATION SHALL BE PER . Z posts G c _ CURRENT CITY OF RENT ON O TRENCH G r . RESTORATION AND STREET OVERLAY _ G G REQUIREMENTS. G G _ .- _ _ g�i- o F 12. • t�w' G G G - " - r traosl�`iss�O 1 G powe " J • G _ r - G r + _ r r G _ _ G ....... ........ . . ........ N00'07'43 "E 324.41' Ggum _ _ .� ��5 �. J'4F GRAPHIC SCALE RFrnh1fA .4FA1n�n 9-nP A�A�nilA �P_�� �w ' "�c�� A 20 0 �0 20 40 so y`L 4 IN FEET ) '° BY.' DATE• 3 0 -r aer -� Q734 �4, 1 inch = 20' ft. / FSSRF Is Ot' . � E 3� By. DA ]E. �� OVAL ENGINEER: EXPIRES: Li L2006 BY.' DATE: BY. DATE.• NO. REVISION BY APPR. DATE ROLL2oo LUA 04 -119 JA EGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 CITY OF RH;NTON DEPARTMENT OF PUBLIC WORKS SAN. SEWER PLAN SUNSET CREST SHORT PLAT DESIGNED: JJJ DAIS: 2/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 10-20' nuo e+oou: PAGE: APPROVED: 0"Wel"" or Mift#C SHEET: 7 OF: 12 C'D, S -32y 3,-n/ • 0 SEE DRAWING 8829 NOTES: 12" MAX. 25" 1 ADJUSTMENT (4" MIN.) I. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ��" ARE INSTALLED. • RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. ' IN ACCORDANCE WITH ASTM C -443 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 4" MIN. 5. ALL JOINTS SHALL BE GROUTED. ' STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) MATH A HIGH SOLIDS URETHANE COATING; 7� CONCRETE RISER BY PIPE INC.. WASSER MC- CONSEAL OR APPROVED EQUAL; MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. --- 48" 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. (TYP) 12" TYP MAX. PIPE SIZE - 21' I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. T_ LADDER -STD. ALUMINUM OR GALVANIZED STEEL RTAR LET . CONCRETE SHELF 17f: PRECAST BASE SECTION .. OR CAST IN SHELF. 6" MIN. . 6" MIN. (TYP) &VffARY DUAM SANITARY MANHOLE TYPICAL DETAIL DUAM NOe RIM NOT TO SCALE 470 \\ \TRACE � SENS ' � _�✓ -` ~_ AREA . MIN FFE: -- CO `� 428.c I _ 420 / I R45. 0 96--Cr _ .� _ :,I ! 0.50 i _ ---- 8 , 2 C� S 4" 6 FIVC SDR -� O I--- .WER S?U6 / 35! S:D= SEWER c J. 2% ®MlN. 2% ma 24.0 SL �O= ITYP L1- -- \ \ �\ �`` ___ -Not. "%aft / STA -0 MH MIN FFE: '~~ -____ ftft , 1 6" SEWER STUB 426.0 ® MIN. 2% IE: 423.0 0.5% 2 +50 1 ----I 15 DRAINAGE EASEMENT - \ 1 1 , 1 NE " WATER MAIN TRACT B 1 W w w -- � r- ----- - DRAINGE POND -- - - soo o� 43 "w 315 .02 _ -rl - _ I In - I O� STA 2 +15 (SEWER MAIN) STA 2 +20, 5' LT (QUEEN A) AN SEWER MH #2 (STD H, 48 ") \ RI IE: 421.6 (8 PVC, N) --- n ON 0 -� O I o"a O O A V \. lisp Q0 . C'- I Ir _ r O � I O V7 ° s O W Srtks e r C-4 r C NOTE. CO-3 G' GO5 m V:)\__ -J 0 (D 00 Orker G _ rr' G -- ALL TRENCH RESTORATION SHALL BE PER . Z posts G c _ CURRENT CITY OF RENT ON O TRENCH G r . RESTORATION AND STREET OVERLAY _ G G REQUIREMENTS. G G _ .- _ _ g�i- o F 12. • t�w' G G G - " - r traosl�`iss�O 1 G powe " J • G _ r - G r + _ r r G _ _ G ....... ........ . . ........ N00'07'43 "E 324.41' Ggum _ _ .� ��5 �. J'4F GRAPHIC SCALE RFrnh1fA .4FA1n�n 9-nP A�A�nilA �P_�� �w ' "�c�� A 20 0 �0 20 40 so y`L 4 IN FEET ) '° BY.' DATE• 3 0 -r aer -� Q734 �4, 1 inch = 20' ft. / FSSRF Is Ot' . � E 3� By. DA ]E. �� OVAL ENGINEER: EXPIRES: Li L2006 BY.' DATE: BY. DATE.• NO. REVISION BY APPR. DATE ROLL2oo LUA 04 -119 JA EGER ENGINEERING 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850 -0934 Fax No. (253) 850 -0155 CITY OF RH;NTON DEPARTMENT OF PUBLIC WORKS SAN. SEWER PLAN SUNSET CREST SHORT PLAT DESIGNED: JJJ DAIS: 2/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 10-20' nuo e+oou: PAGE: APPROVED: 0"Wel"" or Mift#C SHEET: 7 OF: 12 C'D, S -32y 3,-n/ • 0 M N a F- Q N V) o CAI 1 v a w 0 N E� a � pq A ::q P4 .4 W_ EN" 8 r 2 � J T a O E" = Z (V � II E!�ou z a Q_ a w a) z 0 1) W Ih 0 z WATM LrMnY-CxENERAL NCM 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE KEPT ON SITE AT TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1800 -424 -5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 --77 STANDARDS. 5. CAST IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6 ) INCHES IN DIAMETER OR LARGER SHALL CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 10. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7-- 11.3(12)E OR 7-- 11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 12. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10(TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 16. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. 0 v WATER UMnY-G0qF11AL NOM CONIMI. 19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWn INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY Or INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT OP!OR WRITTEN APPROVAI_ OF THE INSPECTOR. 21, FOR CITY PROJECTS SUCH TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEM!CA!_ PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. &QUARY SEWER NOM AND REMCATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DI%1SION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT F'RE DEPARTMENT- AND 91" SHALL BE NOT!C'IED 24- HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL 8E IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHARTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST Er-Nl (APWA) AND THE CITY OF PE'NTON STANDARD SPECIFICAT'�NS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE .APPROXIMATE AND IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE ANN ."ORRECT LOCATION= SC AS TOT AVOID- DAMAGE OR DISTURBANCE. 5. A PREFCONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BF REQUIREC PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE 7W;7 CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFI! LING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THE THESE APPROVED PLANS MUST BE ON THE J09 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL_ BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED ANDIMPTD`6k OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES CONSTRUCTION. 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" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ROLL200 C,5 � • J'�F h :4 ��• s�onraL EXPIRES: 3/1 /2Q% 1 611 SIDE SEWER AND BUILDING ,S_ PROPERTY UNE WATER MAIN IF ADDITIONAL ADJUSTMENT IS 7 REQUIRED. INSTALL 2-2" CLOSE NIPPLE AND 2-20 90' SEND, SORE WED AT THIS 04V T F FIDT x COMPRESSION COUPLING FUTURE H z CL- "o 6" BUILDING SEWER PIPE I 0 0 DRILL 1 -3/4" DIA. HOLE FOR TOUCHREAD DEVICE r m c E CENTER OF THE HOLE 0 07 2° CLOSE NIPPLE �, i 2 "x 4" STUD SER VIC MARKER PAINT UPPER m 2' 90' EL90W " I TEE WITH 6" SIDE OUTLET �; PORTION WHITE ANS STENCIL "SEWER" ON SIDE ! '•• 2 GALVANIZED PIPE AS REQUIRED ____ _ 1r - AND FRONT EDGE OF PIT LID F z:a WORDING WITH AND 06 WRE WRAPPED 3" HIGH BLACK LETTERS. AROUND mE STUD AND CONCRETE BLOCKING f PLAN 8 r 2 � J T a O E" = Z (V � II E!�ou z a Q_ a w a) z 0 1) W Ih 0 z WATM LrMnY-CxENERAL NCM 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE KEPT ON SITE AT TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1800 -424 -5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 --77 STANDARDS. 5. CAST IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6 ) INCHES IN DIAMETER OR LARGER SHALL CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 10. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7-- 11.3(12)E OR 7-- 11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 12. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10(TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 16. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. 0 v WATER UMnY-G0qF11AL NOM CONIMI. 19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWn INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY Or INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT OP!OR WRITTEN APPROVAI_ OF THE INSPECTOR. 21, FOR CITY PROJECTS SUCH TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEM!CA!_ PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. &QUARY SEWER NOM AND REMCATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DI%1SION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT F'RE DEPARTMENT- AND 91" SHALL BE NOT!C'IED 24- HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL 8E IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHARTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST Er-Nl (APWA) AND THE CITY OF PE'NTON STANDARD SPECIFICAT'�NS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE .APPROXIMATE AND IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE ANN ."ORRECT LOCATION= SC AS TOT AVOID- DAMAGE OR DISTURBANCE. 5. A PREFCONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BF REQUIREC PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE 7W;7 CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFI! LING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THE THESE APPROVED PLANS MUST BE ON THE J09 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL_ BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED ANDIMPTD`6k OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES CONSTRUCTION. 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" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ROLL200 C,5 � • J'�F h :4 ��• s�onraL EXPIRES: 3/1 /2Q% 1 611 SIDE SEWER AND BUILDING ,S_ PROPERTY UNE WATER MAIN IF ADDITIONAL ADJUSTMENT IS 7 REQUIRED. INSTALL 2-2" CLOSE NIPPLE AND 2-20 90' SEND, SORE WED AT THIS 04V T F FIDT x COMPRESSION COUPLING FUTURE H � � 6" BUILDING SEWER PIPE I BUILDING SEWER DRILL 1 -3/4" DIA. HOLE FOR TOUCHREAD DEVICE r m c E CENTER OF THE HOLE v 2° CLOSE NIPPLE �, i 2 "x 4" STUD SER VIC MARKER PAINT UPPER m 2' 90' EL90W " I TEE WITH 6" SIDE OUTLET �; PORTION WHITE ANS STENCIL "SEWER" ON SIDE ! '•• 2 GALVANIZED PIPE AS REQUIRED ____ _ 1r - AND FRONT EDGE OF PIT LID F .0 WORDING WITH AND 06 WRE WRAPPED 3" HIGH BLACK LETTERS. AROUND mE STUD AND CONCRETE BLOCKING f PLAN i WATERMAIN SERVICE CLAMP c OF THE STUD. 5 -1/4" MAIN VALVE OPENING, TWO 2 -1/2" HOSE CONNECTIONS UNLESS OTHERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST ONE RIB. TWO PIECE CAST IRON VALVE VALVE NUT EXTENSION AS REQUIRED CONCRETE SIDEWALK (SEE DWG BR46 / PAGE 8090) D_ 8 r 2 � J T a O E" = Z (V � II E!�ou z a Q_ a w a) z 0 1) W Ih 0 z WATM LrMnY-CxENERAL NCM 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF RENTON. A SET OF THE APPROVED PLANS SHALL BE KEPT ON SITE AT TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEK DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48 -HOURS LOCATORS, 1800 -424 -5555. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105 --77 STANDARDS. 5. CAST IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. CEMENT SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA C110/A21.10 -82 OR ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10.82 OR A COMBINATION OF ANSI /AWWA C110/A21.10.82 AND ANSI /AWWA C153/A21.53 -84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI /AWWA C153/A21.53 -84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI /AWWA C110/A21.10 -82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI /AWWA C153/A21.53 -84 OR WITH SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C- 504 -80 WITH A 6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1 -3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 9. ALL WATER MAINS SIX (6 ) INCHES IN DIAMETER OR LARGER SHALL CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB /CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE OF THE "PIG" ONLY. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 10. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE /WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED /INJECTED IN ACCORDANCE WITH SECTION 7-- 11.3(12)E OR 7-- 11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE. 12. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10(TEN) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY -FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 14. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 16. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 17. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 18. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER UTILITY SECTION. 0 v WATER UMnY-G0qF11AL NOM CONIMI. 19. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWn INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 20. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY Or INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT OP!OR WRITTEN APPROVAI_ OF THE INSPECTOR. 21, FOR CITY PROJECTS SUCH TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEM!CA!_ PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. &QUARY SEWER NOM AND REMCATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DI%1SION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT F'RE DEPARTMENT- AND 91" SHALL BE NOT!C'IED 24- HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL 8E IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHARTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST Er-Nl (APWA) AND THE CITY OF PE'NTON STANDARD SPECIFICAT'�NS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE .APPROXIMATE AND IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE ANN ."ORRECT LOCATION= SC AS TOT AVOID- DAMAGE OR DISTURBANCE. 5. A PREFCONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BF REQUIREC PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE 7W;7 CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKFI! LING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THE THESE APPROVED PLANS MUST BE ON THE J09 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL_ BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED ANDIMPTD`6k OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES CONSTRUCTION. 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" ABOVE AND BELOW THE PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ROLL200 C,5 � • J'�F h :4 ��• s�onraL EXPIRES: 3/1 /2Q% 1 611 SIDE SEWER AND BUILDING ,S_ PROPERTY UNE WATER MAIN IF ADDITIONAL ADJUSTMENT IS 7 REQUIRED. INSTALL 2-2" CLOSE NIPPLE AND 2-20 90' SEND, SORE WED AT THIS 04V T F FOR CAST IRON PIPE 2 GATE VALVE. SCREWED OR DUCTILE IRON PIPE. 2" GALVANIZED 1:3:5 MIX �`� \HONG PIPE 12- LONG CONCRETE .�.' BLOCKING � 'L`� p,N �aG� 2" CLOSE NIPPLE - M� II,F GRE BETWEEN CAP OR PLUG 2% MIN SLOPE AND 2" 90' ELBOW HORIZONTAL INSTALL 4 MIL POLYETHYLENE 6" SIDE OUTLET TEE PLASTIC COVER OVER WASHED SEWER MAIN GRAVEL. CUT HOLE FOR PIPE 6" MIN. SEWER MAIN CONCRETE BLQCKINQ_AbIGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. rVQ3A M llt r y� r �r DWMJAnON I)ETA& NO* 7JDLPJ' LON JON LEVEL ALL GROUND MIN 3' RADIUS r r� BLOW -OFF HYDRANT EQUAL TO j178 KUPFERLE FOUNDRY 00. 2 "x2 "x2" TEE 2" CLOSE NIPPLE BE WTEEN TEE AND 90' ELBOW. 2" 906 EL13O W 2" GALVANIZED PIPE 1e" LONG 18" M AX. o roft o 10 00- 00 ab•o of �� O e � e� o• 0 10 CU. FT. WASHED GRAVEL PASSING 1-1/2- AND RETAINED ON 1/4- MESH LEVATlON FOR DR AIN -2- CAP WITH 1/8" TAP FOR DR AIN I ' 04v I :� •' ` • � `ti`s �! r A ' 12 "x 22" CONCRETE METER BOX WITH 3/16" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITS METER SEAL CO. B -10 METER BOX. ( oRILL 1 --3/4" DIA. HOLE SEE DETAIL A -A) 6" MIN FINISH GRADE 9" 'MAX 21" MIN 36" MIN COVER COVER ,OosLma� 2-1/2* j IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT i : PROPERTY LINE. I I � SIDEWALK I L ; TOUCHREAD WATER METER TO BE 12" MIN SUPPLIED BY THE CITY T 36" MIN COVER TYPE "K" SOFT --.�� COPPER TUBING T - ' -•FORD COPPERSETTER VH 72- 15W- 44 -33G (FOR 5/8" x 3/4" METER) ' VH 72- 15W- 44 -44G (FOR 1 METER) NEW DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. WATERMAIN OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE SLACK IN COPPER SERVICE ON OUTLET. 3/4" OR 1" LINE TO METER. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALVANIZED PLUG CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE THREAD (CC). PACK JOINT �3/4` F1000) INSTALLED IN THE FUTURE INSTALL (1 F1 000) FORD C14 -33 OR 44 ILL CUT FIDT x COMPRESSION COUPLING FUTURE 2' CLOSE NIPPLE WELD LOCATE -- CONCRETE METER BOX A - 6" BUILDING SEWER PIPE I BUILDING SEWER DRILL 1 -3/4" DIA. HOLE FOR TOUCHREAD DEVICE r E CENTER OF THE HOLE 2° CLOSE NIPPLE �, i 2 "x 4" STUD SER VIC MARKER PAINT UPPER 2" 90' ELBOW • . • • ' • • 2' 90' EL90W " I TEE WITH 6" SIDE OUTLET �; PORTION WHITE ANS STENCIL "SEWER" ON SIDE ! '•• 2 GALVANIZED PIPE AS REQUIRED ____ _ 1r - AND FRONT EDGE OF PIT LID F WORDING WITH AND 06 WRE WRAPPED 3" HIGH BLACK LETTERS. AROUND mE STUD AND CONCRETE BLOCKING f PLAN WATERMAIN SERVICE CLAMP EXTENDED TO THE TOP OF THE STUD. 5 -1/4" MAIN VALVE OPENING, TWO 2 -1/2" HOSE CONNECTIONS UNLESS OTHERWSE APPROVED BY THE CITY, MAKE TAP THROUGH CAST ONE RIB. TWO PIECE CAST IRON VALVE VALVE NUT EXTENSION AS REQUIRED CONCRETE SIDEWALK (SEE DWG BR46 / PAGE 8090) IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS ` or ER�NTON WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH GROUND LIN 6" MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE. DI PIPE AND C1 REGULAR BASE SECTION LENGTH SIAM nD PLANS PIPE SEWER MAINS ARE TO BE CORE DRILLED 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE TO FIT. • • -�- 60" ALLOWABLE MAX. N I.sT DATE 6/02 •. • '. „a „at as Km u ,o„ mpa.gm 2 -1/2" NST (HOSE) FOR CAST IRON PIPE 2 GATE VALVE. SCREWED OR DUCTILE IRON PIPE. 2" GALVANIZED 1:3:5 MIX �`� \HONG PIPE 12- LONG CONCRETE .�.' BLOCKING � 'L`� p,N �aG� 2" CLOSE NIPPLE - M� II,F GRE BETWEEN CAP OR PLUG 2% MIN SLOPE AND 2" 90' ELBOW HORIZONTAL INSTALL 4 MIL POLYETHYLENE 6" SIDE OUTLET TEE PLASTIC COVER OVER WASHED SEWER MAIN GRAVEL. CUT HOLE FOR PIPE 6" MIN. SEWER MAIN CONCRETE BLQCKINQ_AbIGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. rVQ3A M llt r y� r �r DWMJAnON I)ETA& NO* 7JDLPJ' LON JON LEVEL ALL GROUND MIN 3' RADIUS r r� BLOW -OFF HYDRANT EQUAL TO j178 KUPFERLE FOUNDRY 00. 2 "x2 "x2" TEE 2" CLOSE NIPPLE BE WTEEN TEE AND 90' ELBOW. 2" 906 EL13O W 2" GALVANIZED PIPE 1e" LONG 18" M AX. o roft o 10 00- 00 ab•o of �� O e � e� o• 0 10 CU. FT. WASHED GRAVEL PASSING 1-1/2- AND RETAINED ON 1/4- MESH LEVATlON FOR DR AIN -2- CAP WITH 1/8" TAP FOR DR AIN I ' 04v I :� •' ` • � `ti`s �! r A ' 12 "x 22" CONCRETE METER BOX WITH 3/16" STEEL DIAMOND PLATE COVER EQUAL TO FOG TITS METER SEAL CO. B -10 METER BOX. ( oRILL 1 --3/4" DIA. HOLE SEE DETAIL A -A) 6" MIN FINISH GRADE 9" 'MAX 21" MIN 36" MIN COVER COVER ,OosLma� 2-1/2* j IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT i : PROPERTY LINE. I I � SIDEWALK I L ; TOUCHREAD WATER METER TO BE 12" MIN SUPPLIED BY THE CITY T 36" MIN COVER TYPE "K" SOFT --.�� COPPER TUBING T - ' -•FORD COPPERSETTER VH 72- 15W- 44 -33G (FOR 5/8" x 3/4" METER) ' VH 72- 15W- 44 -44G (FOR 1 METER) NEW DUCTILE IRON LOOP DOWN TO CENTERLINE BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. WATERMAIN OF WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE SLACK IN COPPER SERVICE ON OUTLET. 3/4" OR 1" LINE TO METER. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALVANIZED PLUG CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS TO BE THREAD (CC). PACK JOINT �3/4` F1000) INSTALLED IN THE FUTURE INSTALL (1 F1 000) FORD C14 -33 OR 44 ILL CUT FIDT x COMPRESSION COUPLING 22 -1/2• - A - HYDRANT LOCATION IN CUT OR FILL NOTE: DRILL 1 -3/4" DIA. HOLE FOR TOUCHREAD DEVICE E CENTER OF THE HOLE FOR SERVICE F E ROM UST BE AT LEAST 1 II EXISTING STEEL *CEMENT FROM UNDERNEATH RIBS 2 -1/2" MIN. FROM NEAREST FIRE HYDRANT SHALL BE COREY -TYPE EOUAL TO IOWA F -5110 ASBESTOS OR EXISTING CAST IRON PVC WATER MAINS UNLESS THE RIB SPACING ____ _ 1r - AND FRONT EDGE OF PIT LID F OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M do H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT OR DUCTILE IRON INSTALL DOUBLE STRAP ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN 11 t - L 1i WATERMAIN SERVICE CLAMP SIDE OF MORE THAN " k I" WATER SERVICE 5 -1/4" MAIN VALVE OPENING, TWO 2 -1/2" HOSE CONNECTIONS EQUAL TO MUELLER CO. ONE RIB. NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF ` or ER�NTON SEATTLE THREADS W+1TH A STORTZ ADAPTOR. 4 SEATTLE THREAD ccrff . ILR • X 5" STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. SIAM nD PLANS 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT, PRESERVATIVE N I.sT DATE 6/02 .n. N „a „at as Km u ,o„ mpa.gm ILA L PAINT No. 43 --655 SAFETY YELLOW OR APPROVED EQUAL. • ae... w� �r, „� DWG. NAME: BR41 -TR A I N Y ppR PUMPER CONNECTION TO FACE ROAO'dYAY ASSEMBLY SP PACE: 9106 FIRE HYDRANT EXTENSION TO BE USED IF REOUIRED. -•- 1 B" TO 20" BEHIND BACK OF CURB 34C WAlM V11M OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB DLTAL NO. W41 TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION VATH ® ' REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION MAX 4' AS REQUIRED (SEE DWG BR46 / PACE 6090). MIN 2' RAISED PAVEMENT MARKER TYPE 88 A8 RECOMMENDED FOR APPROVAL -`- STIMSONITE TWO- WAY - BLUE. BY. T DATE: t -. 2 MIN CONCRETE BLOCKING BY- DATE. BURY •: CONCRETE BLOCKING ; -\ I CAST IRON TEE. IMTH 6" FLANGE SIDE OUTLET. 12" 6" GATE VALVE (FL X MJ) AWWA C -509, RESIDENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWMD 3/4" STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS. 16" x 6" x 4" MININUM CTE UDR HYDRANT 1/3 CU. YD. WASHED DRAIN ROCK (3" TO 3/8 ") LUA 04-119 FIRE HMRAW WBLY DETAIL N IN R• • EG EE. DUAL NO. BM JA EGER ENGINEERING ^ - - -- - - - -� - - - - 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850-0934 000. RE"" eY APPR. DATE Fox No. (253) 850-0155 DATE. DATE.• C�IT'Y OF REN'TC)N DEPARTMENT OF PUBLIC WORKS WATER & SEWER DETAILS SUNSET CREST SHORT PLAT OES04EO: JJJ DATE: 2/10 /05 FILE NAME: ORAIMI: JJJ CHECKED: JJJ SCALE. I4o m F fqLD DO(*; PAGE: APPRowo: .�,.. SHEE T: 9 of: 12 cz� . S • 32•✓3� -�2 C �. �Z�✓3 d i I' 0 en "V � a a En o n o 0 ba cis 1 a w 4 I C%" Eft; 0. F e LLJ R o a 0 0 Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, SECTION 4, TOWN SHIP �� . Ex STORM DRAIN MANHOLE I } RIM 434.78 RANGE 5 E*pMme RIM 434.55 'Ives I I I o 8" PVC IE 419.58\W „ MANHOLE FRAME AND COVER 12 ADS IE 423.39 W I 1 8 PVC IE 419.54 E 6 SEE DRAWING 8829 12" ADS IE 422.90 E �I � 8" PVC IE 419.50 N ``{ ~ 25" " NOTES: 12" ADS IE 422.67 N I I I p A 12 MAX ADJUSTMENT (4 MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY I I \ D � STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS r 21" ARE INSTALLED. I \ ✓ RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. vTI v e Redmond Ave 15. N o 0 0 5 3 2 E 6 3 9 . $ $ 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 CONCRETE. 90.0' \ 80.0 50.0 50.0' 4" MIN. 5. ALL JOINTS SHALL BE GROUTED. Northeast I 6 STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I " / STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) I 6 PVC SDR \ I 6_1/2" WITH A HIGH SOLIDS URETHANE COATING; SIDE SEWER � CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; I 1 I O MIN. 2% --- 4 3 0 ---� / MIN. " OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. •--4 � 1 � 48 CONNECT NEW fi' SIDE v W SLOPE (TYP) I 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE I WITH ASTM C --443. `� a _ I • 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE SEWER TO EXIST MAIN ® � -- TA 1 +25 DIAMETER OF THE LARGEST PIPE. STA 1 +25 I o 6" MIN F�FE: I I " -�--- _ 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK I o� SEWER STUB O MIN. 2� 431.0 a I 12 (TYP) MAX. PIPE SIZE 21 I.D. APT EX. PAVEMENT rn >� O IE: 426.0 o ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. PATCH PER CITY � `�' \ � ..-'i �- LADDER -STD. ALUMINUM STANDARDS � I I \ j I_ I .�---- -' I I MORTAR OR GALVANIZED STEEL I o ----� I CONCRETE SHELF ----- FILLET CONNECT NEW 6' SIDE I � ---- I „ r- SEWER TO EXIST MAIN O I 1 1 I _ _„ _,,,,, _ _ MIN FF I I ° 1 x PRECAST BASE SECTION STA 1+56 I ° TA 1 + 90.0 4 I OR CAST IN SHELF. L 6" SEWS STUB O MIN. 27* MIN FFE: I • A. Power box U u 1 IE: 426.0 j 427'0 -� II cn a e meter so.0 I s~ MIN. r ► . ,� , ,• . . I 3 Q I ,n _ .... Cb ---- -! 6" MIN. (lYP) &4NUARY MA?Qi= DEEAM I 4� I I I / � I $14 MIN FFE _ \� I II - I I I SANITARY MANHOLE TYPICAL, DETAIL M• R" e STA O M H a NOT TO SCALE -Y I o II I o 6" SEWER STUB I II I MIN FFE. to 20.0 O MIN. 2% � I II 431.0 STA 1+78 I IE: 423.5 (D z1 I ( 6 SEWER STUB I I N Water I �0) cn I I / I O MIN. 2% I I --' STA O MH� I l IE: 423.5 meter III r--I g I _ 90.0 .- » �, 6 SE,WR STUB ,N J O MIN. 27* I ) n / IE: 42Z_..,5 Water I II �'j s�,�° I r'� I r ✓ meter � \ TRA C5 cl:� U) rn : ' o --.- � . E I VE I a II �iy z I --..- MIN FFE. I \ _ • �. _ 4 i 2 - _ Q �'-- 4 8.0 \\ "� MINNFFE: R45. 0' 20 _r- --- ` d- 431.0 © I Z rr u� 0.50 1 `` -- ----- \, I� I d- � M �-- 8 2 S Driveway w ITA 0 +95 �, I STA 1 +43 6 C SDR �--- -_ (f� I- Y I I JI • 6" SEWER STS 6" SEWERS B J 3 SIDE SEWER 1 -___ �"- W Q Ex CATCH BASIN I I �'' , v I I O. MIN. 271a- O MIN. 2% J ,q.! O MIN. 2% I � � -�- RIM 433.55 v + IE. 425.0 I.... 424.0 �'Y SLOPE TYP -- I mss_ �,. C > r ..... 6" "PVC IE 429.57 N � a � � ._--- ._�___ I .�, �.. 1 1 � I � � STA-0 MH 2 ADS IE 429.39 W II � --' -le I ~--- 1 ,tf --'C* MIN FFE: ---- ``'`..... 1 12" ADS !E 429.35E i `'� N I ' - - _ - _ - - 6" SEWER STUB 426.0 / �-_. . 1 I W I O MIN. 2% o ,.., 1 0 to '�- 1 IE: o 423.0 (6 \ '' 1 I N n 1 LLSEWER MAIN O 4-Wo I .- Drivew r: a 1 y I + �4_ 5 0+50 2+50 11 ROW- ---I 15 DRAINAGE EASEMENT - 1 tn 00 'To � Queen Avenue o rth s t .. I I NE TRACT WATER MAIN B p 1 � I 1 8 " IN W W W W W W ..r -- ---- DRAINGE POND n II FH `3D-�`-- 1.43 SO0 07 43 W 315.02' I q Power . HOUSE ,� Water (� I I I X IST meter I 111 pole - - - - -- - - - TJ B 6 I I STA 2+ 4.5 NE 1 h p I ( 9t ST) _ _ -`~- gl ' I 1 STA 0 +0 (SEWER MAIN) / STA 2 +15 (SEWER MAIN) -- ( WE (��' CJB v l " STA 2 +20, 5 LT (QUEEN A) -41 0 1 ( I CONSTRUCT NEW MH 1 OVER E T 8 MAIN �.. _ - AN SEWER MH #2 (STD H, 48 I I _ STD. M H, 48 D I A \ RIM: Water �Z b . o I 0 I I 3 3•R RIM: #(AD 9. -GR meter TS T IE: 46 ( 8 PVC, N ) �2 o . 33 IE: 4� (EXIS. 8 " �E-& w) J Driveway 4 2o. 54- I E: 4z0-.b- (NEW 8 ", S) p CONTRACTOR TO VERIFY ELEVATIONS - PRIOR TO CONSTRUCTION L I I I I I - Ex CATCH BASIN �-V' RIM 433.89 I I Ex Hydrant 12 ADS IE 429.95 NW r 12" ADS IE 429.90 EG - 0 I - 0 U Gas � p Sign Edge Of sphalt N d- N G m Sts i o NOTE. GA 0 rn Gas j -� r - . .r `._.. tv o0 o rke G J - - - _- Q - ALL TRENCH RESTORATION SHALL BE PER co z G osts G o _ Sidewalk ��� I �- CURRENT CITY F � l.- o ,� a O RENTCJN TRENCH G G - - - -- Flow line of RESTORATION AND STREET OVERLAY G _ vertical curb a� - & utter G _ �' r 9 Water valve -- --- -- - ----'W REQUIREMENTS. G G _ - - - M :I - -- >- e n venue al a rn C Northeast 0 I box o m 0 Cn 2 C c .0 I 23 tion 5 E. Flow --- --- - l l n e of ; --�, _ o ( found took In lead. Visited August 7th, East 1/4 corner of 2001. fi n 4.Townshi .n e LLJ R o a 0 0 Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, SECTION 4, TOWN SHIP �� . Ex STORM DRAIN MANHOLE I } RIM 434.78 RANGE 5 E*pMme RIM 434.55 'Ives I I I o 8" PVC IE 419.58\W „ MANHOLE FRAME AND COVER 12 ADS IE 423.39 W I 1 8 PVC IE 419.54 E 6 SEE DRAWING 8829 12" ADS IE 422.90 E �I � 8" PVC IE 419.50 N ``{ ~ 25" " NOTES: 12" ADS IE 422.67 N I I I p A 12 MAX ADJUSTMENT (4 MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY I I \ D � STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS r 21" ARE INSTALLED. I \ ✓ RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. vTI v e Redmond Ave 15. N o 0 0 5 3 2 E 6 3 9 . $ $ 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 CONCRETE. 90.0' \ 80.0 50.0 50.0' 4" MIN. 5. ALL JOINTS SHALL BE GROUTED. Northeast I 6 STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I " / STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) I 6 PVC SDR \ I 6_1/2" WITH A HIGH SOLIDS URETHANE COATING; SIDE SEWER � CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; I 1 I O MIN. 2% --- 4 3 0 ---� / MIN. " OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. •--4 � 1 � 48 CONNECT NEW fi' SIDE v W SLOPE (TYP) I 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE I WITH ASTM C --443. `� a _ I • 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE SEWER TO EXIST MAIN ® � -- TA 1 +25 DIAMETER OF THE LARGEST PIPE. STA 1 +25 I o 6" MIN F�FE: I I " -�--- _ 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK I o� SEWER STUB O MIN. 2� 431.0 a I 12 (TYP) MAX. PIPE SIZE 21 I.D. APT EX. PAVEMENT rn >� O IE: 426.0 o ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. PATCH PER CITY � `�' \ � ..-'i �- LADDER -STD. ALUMINUM STANDARDS � I I \ j I_ I .�---- -' I I MORTAR OR GALVANIZED STEEL I o ----� I CONCRETE SHELF ----- FILLET CONNECT NEW 6' SIDE I � ---- I „ r- SEWER TO EXIST MAIN O I 1 1 I _ _„ _,,,,, _ _ MIN FF I I ° 1 x PRECAST BASE SECTION STA 1+56 I ° TA 1 + 90.0 4 I OR CAST IN SHELF. L 6" SEWS STUB O MIN. 27* MIN FFE: I • A. Power box U u 1 IE: 426.0 j 427'0 -� II cn a e meter so.0 I s~ MIN. r ► . ,� , ,• . . I 3 Q I ,n _ .... Cb ---- -! 6" MIN. (lYP) &4NUARY MA?Qi= DEEAM I 4� I I I / � I $14 MIN FFE _ \� I II - I I I SANITARY MANHOLE TYPICAL, DETAIL M• R" e STA O M H a NOT TO SCALE -Y I o II I o 6" SEWER STUB I II I MIN FFE. to 20.0 O MIN. 2% � I II 431.0 STA 1+78 I IE: 423.5 (D z1 I ( 6 SEWER STUB I I N Water I �0) cn I I / I O MIN. 2% I I --' STA O MH� I l IE: 423.5 meter III r--I g I _ 90.0 .- » �, 6 SE,WR STUB ,N J O MIN. 27* I ) n / IE: 42Z_..,5 Water I II �'j s�,�° I r'� I r ✓ meter � \ TRA C5 cl:� U) rn : ' o --.- � . E I VE I a II �iy z I --..- MIN FFE. I \ _ • �. _ 4 i 2 - _ Q �'-- 4 8.0 \\ "� MINNFFE: R45. 0' 20 _r- --- ` d- 431.0 © I Z rr u� 0.50 1 `` -- ----- \, I� I d- � M �-- 8 2 S Driveway w ITA 0 +95 �, I STA 1 +43 6 C SDR �--- -_ (f� I- Y I I JI • 6" SEWER STS 6" SEWERS B J 3 SIDE SEWER 1 -___ �"- W Q Ex CATCH BASIN I I �'' , v I I O. MIN. 271a- O MIN. 2% J ,q.! O MIN. 2% I � � -�- RIM 433.55 v + IE. 425.0 I.... 424.0 �'Y SLOPE TYP -- I mss_ �,. C > r ..... 6" "PVC IE 429.57 N � a � � ._--- ._�___ I .�, �.. 1 1 � I � � STA-0 MH 2 ADS IE 429.39 W II � --' -le I ~--- 1 ,tf --'C* MIN FFE: ---- ``'`..... 1 12" ADS !E 429.35E i `'� N I ' - - _ - _ - - 6" SEWER STUB 426.0 / �-_. . 1 I W I O MIN. 2% o ,.., 1 0 to '�- 1 IE: o 423.0 (6 \ '' 1 I N n 1 LLSEWER MAIN O 4-Wo I .- Drivew r: a 1 y I + �4_ 5 0+50 2+50 11 ROW- ---I 15 DRAINAGE EASEMENT - 1 tn 00 'To � Queen Avenue o rth s t .. I I NE TRACT WATER MAIN B p 1 � I 1 8 " IN W W W W W W ..r -- ---- DRAINGE POND n II FH `3D-�`-- 1.43 SO0 07 43 W 315.02' I q Power . HOUSE ,� Water (� I I I X IST meter I 111 pole - - - - -- - - - TJ B 6 I I STA 2+ 4.5 NE 1 h p I ( 9t ST) _ _ -`~- gl ' I 1 STA 0 +0 (SEWER MAIN) / STA 2 +15 (SEWER MAIN) -- ( WE (��' CJB v l " STA 2 +20, 5 LT (QUEEN A) -41 0 1 ( I CONSTRUCT NEW MH 1 OVER E T 8 MAIN �.. _ - AN SEWER MH #2 (STD H, 48 I I _ STD. M H, 48 D I A \ RIM: Water �Z b . o I 0 I I 3 3•R RIM: #(AD 9. -GR meter TS T IE: 46 ( 8 PVC, N ) �2 o . 33 IE: 4� (EXIS. 8 " �E-& w) J Driveway 4 2o. 54- I E: 4z0-.b- (NEW 8 ", S) p CONTRACTOR TO VERIFY ELEVATIONS - PRIOR TO CONSTRUCTION L I I I I I - Ex CATCH BASIN �-V' RIM 433.89 I I Ex Hydrant 12 ADS IE 429.95 NW r 12" ADS IE 429.90 EG - 0 I - 0 U Gas � p Sign Edge Of sphalt N d- N G m Sts i o NOTE. GA 0 rn Gas j -� r - . .r `._.. tv o0 o rke G J - - - _- Q - ALL TRENCH RESTORATION SHALL BE PER co z G osts G o _ Sidewalk ��� I �- CURRENT CITY F � l.- o ,� a O RENTCJN TRENCH G G - - - -- Flow line of RESTORATION AND STREET OVERLAY G _ vertical curb a� - & utter G _ �' r 9 Water valve -- --- -- - ----'W REQUIREMENTS. G G _ - - - M :I - -- >- e n venue al rn C Northeast I box m Cn 2 C c .0 I 23 tion 5 E. Flow --- --- - l l n e of ; --�, _ o ( found took In lead. Visited August 7th, e LLJ R o a 0 0 Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, SECTION 4, TOWN SHIP �� . Ex STORM DRAIN MANHOLE I } RIM 434.78 RANGE 5 E*pMme RIM 434.55 'Ives I I I o 8" PVC IE 419.58\W „ MANHOLE FRAME AND COVER 12 ADS IE 423.39 W I 1 8 PVC IE 419.54 E 6 SEE DRAWING 8829 12" ADS IE 422.90 E �I � 8" PVC IE 419.50 N ``{ ~ 25" " NOTES: 12" ADS IE 422.67 N I I I p A 12 MAX ADJUSTMENT (4 MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY I I \ D � STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS r 21" ARE INSTALLED. I \ ✓ RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. vTI v e Redmond Ave 15. N o 0 0 5 3 2 E 6 3 9 . $ $ 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 CONCRETE. 90.0' \ 80.0 50.0 50.0' 4" MIN. 5. ALL JOINTS SHALL BE GROUTED. Northeast I 6 STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I " / STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) I 6 PVC SDR \ I 6_1/2" WITH A HIGH SOLIDS URETHANE COATING; SIDE SEWER � CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; I 1 I O MIN. 2% --- 4 3 0 ---� / MIN. " OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. •--4 � 1 � 48 CONNECT NEW fi' SIDE v W SLOPE (TYP) I 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE I WITH ASTM C --443. `� a _ I • 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE SEWER TO EXIST MAIN ® � -- TA 1 +25 DIAMETER OF THE LARGEST PIPE. STA 1 +25 I o 6" MIN F�FE: I I " -�--- _ 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK I o� SEWER STUB O MIN. 2� 431.0 a I 12 (TYP) MAX. PIPE SIZE 21 I.D. APT EX. PAVEMENT rn >� O IE: 426.0 o ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. PATCH PER CITY � `�' \ � ..-'i �- LADDER -STD. ALUMINUM STANDARDS � I I \ j I_ I .�---- -' I I MORTAR OR GALVANIZED STEEL I o ----� I CONCRETE SHELF ----- FILLET CONNECT NEW 6' SIDE I � ---- I „ r- SEWER TO EXIST MAIN O I 1 1 I _ _„ _,,,,, _ _ MIN FF I I ° 1 x PRECAST BASE SECTION STA 1+56 I ° TA 1 + 90.0 4 I OR CAST IN SHELF. L 6" SEWS STUB O MIN. 27* MIN FFE: I • A. Power box U u 1 IE: 426.0 j 427'0 -� II cn a e meter so.0 I s~ MIN. r ► . ,� , ,• . . I 3 Q I ,n _ .... Cb ---- -! 6" MIN. (lYP) &4NUARY MA?Qi= DEEAM I 4� I I I / � I $14 MIN FFE _ \� I II - I I I SANITARY MANHOLE TYPICAL, DETAIL M• R" e STA O M H a NOT TO SCALE -Y I o II I o 6" SEWER STUB I II I MIN FFE. to 20.0 O MIN. 2% � I II 431.0 STA 1+78 I IE: 423.5 (D z1 I ( 6 SEWER STUB I I N Water I �0) cn I I / I O MIN. 2% I I --' STA O MH� I l IE: 423.5 meter III r--I g I _ 90.0 .- » �, 6 SE,WR STUB ,N J O MIN. 27* I ) n / IE: 42Z_..,5 Water I II �'j s�,�° I r'� I r ✓ meter � \ TRA C5 cl:� U) rn : ' o --.- � . E I VE I a II �iy z I --..- MIN FFE. I \ _ • �. _ 4 i 2 - _ Q �'-- 4 8.0 \\ "� MINNFFE: R45. 0' 20 _r- --- ` d- 431.0 © I Z rr u� 0.50 1 `` -- ----- \, I� I d- � M �-- 8 2 S Driveway w ITA 0 +95 �, I STA 1 +43 6 C SDR �--- -_ (f� I- Y I I JI • 6" SEWER STS 6" SEWERS B J 3 SIDE SEWER 1 -___ �"- W Q Ex CATCH BASIN I I �'' , v I I O. MIN. 271a- O MIN. 2% J ,q.! O MIN. 2% I � � -�- RIM 433.55 v + IE. 425.0 I.... 424.0 �'Y SLOPE TYP -- I mss_ �,. C > r ..... 6" "PVC IE 429.57 N � a � � ._--- ._�___ I .�, �.. 1 1 � I � � STA-0 MH 2 ADS IE 429.39 W II � --' -le I ~--- 1 ,tf --'C* MIN FFE: ---- ``'`..... 1 12" ADS !E 429.35E i `'� N I ' - - _ - _ - - 6" SEWER STUB 426.0 / �-_. . 1 I W I O MIN. 2% o ,.., 1 0 to '�- 1 IE: o 423.0 (6 \ '' 1 I N n 1 LLSEWER MAIN O 4-Wo I .- Drivew r: a 1 y I + �4_ 5 0+50 2+50 11 ROW- ---I 15 DRAINAGE EASEMENT - 1 tn 00 'To � Queen Avenue o rth s t .. I I NE TRACT WATER MAIN B p 1 � I 1 8 " IN W W W W W W ..r -- ---- DRAINGE POND n II FH `3D-�`-- 1.43 SO0 07 43 W 315.02' I q Power . HOUSE ,� Water (� I I I X IST meter I 111 pole - - - - -- - - - TJ B 6 I I STA 2+ 4.5 NE 1 h p I ( 9t ST) _ _ -`~- gl ' I 1 STA 0 +0 (SEWER MAIN) / STA 2 +15 (SEWER MAIN) -- ( WE (��' CJB v l " STA 2 +20, 5 LT (QUEEN A) -41 0 1 ( I CONSTRUCT NEW MH 1 OVER E T 8 MAIN �.. _ - AN SEWER MH #2 (STD H, 48 I I _ STD. M H, 48 D I A \ RIM: Water �Z b . o I 0 I I 3 3•R RIM: #(AD 9. -GR meter TS T IE: 46 ( 8 PVC, N ) �2 o . 33 IE: 4� (EXIS. 8 " �E-& w) J Driveway 4 2o. 54- I E: 4z0-.b- (NEW 8 ", S) p CONTRACTOR TO VERIFY ELEVATIONS - PRIOR TO CONSTRUCTION L I I I I I - Ex CATCH BASIN �-V' RIM 433.89 I I Ex Hydrant 12 ADS IE 429.95 NW r 12" ADS IE 429.90 EG - 0 I - 0 U Gas � p Sign Edge Of sphalt N d- N G m Sts i o NOTE. GA 0 rn Gas j -� r - . .r `._.. tv o0 o rke G J - - - _- Q - ALL TRENCH RESTORATION SHALL BE PER co z G osts G o _ Sidewalk ��� I �- CURRENT CITY F � l.- o ,� a O RENTCJN TRENCH G G - - - -- Flow line of RESTORATION AND STREET OVERLAY G _ vertical curb a� - & utter G _ �' r 9 Water valve -- --- -- - ----'W REQUIREMENTS. G G _ - - - M :I - -- >- e n venue al M Northeast I box I &fjh 1/4 comers of 2 retaining wall I 23 tion 5 E. Flow --- --- - l l n e of ; --�, _ o ( found took In lead. Visited August 7th, East 1/4 corner of 2001. fi n 4.Townshi extruded curb - found ►nanume t, Incosed. COR 1325 Vleite0 August 7th, 21 Ex SANITARY SEWER MANHOLE '19'28" 5190.24' RIM 435.33 1308.03' 653.02' 653.02' 8 PVC IE 421.19 N 8" PVC IE 421.04 W 0 8" PVC IE 420.99 E west t/4 comer of Section 4.Taw .. > " brass disk with '' 3 W Incased. C�'ty of i;+E 1 th ST. 326.93 SW Renton Control I 14 41 . 307.72' Point No.369. Visited August 7th. 2001. 326.93' o c . �(1 M 02 N 1309.0 3 7.3 654.70' sea' 2618.81 z CONTROL DIA GR" c-,t>.-5-- 3,z43C>/ 41 11 soF lZ mac¢ 5a►lcre.�y�Jrc+.�¢-.�r,� � - __ 6 G� _r G AS - BU II.�T m PER F ieLD suRVEY �y Cf.N`tit.E. P� i►�TE SuavEY i"G, �� Jo RECOMMENDED FOR APPROVAL s,rn;ssion I�ne . - OWe{ - - _ �. GRAPHIC SCALE 20 0 10 20 40 80 G7 8Y.• �.L„•.�h h--�- DATf• ilk oor "' � ' � (IN FEET ) , inch = zo• rt. LUA 04 -119 BY- 6wilngkilw�I. DATE: - �- l�F-'� , ASS /�1VAL 3�05 ENGINEER: EXPIRES: 312006 J EGER ENGINEERING IIII WE RQL� 2 Q DATE.• DATE.• NO. REVISION BY APPR. DATE MIRY 110 s. 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 SCAnMEO OCT 2 8 fi005 r � N00 *07243 "E 324.41 += I T"V C:) IF Ft E W T O W DEPARTMENT OF PUBLIC WORKS SAN. SEWER PLAN SUNSET CREST SHORT PLAT DESIGNED: JJJ DATE: 2/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 10=20' FIELD 11OM: PAGE. APPROVE: "CcToft CW ft,eu SHEET: 7 OF. 12 7z 8 6 4