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Home My WebLink AboutS-335601mi ® ,. o W. M. -� H 02 -5'LT ea STA: 2 +1 26 CORE DRILL CONNECT z�j ca f h ORZ ADAPTER TO BE TO EXISTING MANHOLE q _4t AATA�EDQ ar 0A is, i } TRE.,"'. LEGEIND: y� CONIFER, TREE DEC OUOUS TREE• Ti: 2 ALDERS 12; 14' T2: 10° ALDER T3: a' 94PLE T4: a" wPLE T5• �R 0 ROSY CL - 0 a j � e kD PER ro •.��TO _ S�E'NI�"`�ERVIC 3423 ._..�® � �' °h - _cc� Iry ; ° FIE LGGA m-_ .,L 78. 2 arm it; 10' o° '� � :.;<;•: � 7$: 20* ALDER h iii SD` ` }... 2' PREV�1r I RESS 710: 12' MAPLE � � L _ �'�� R=25 ;;;.. >` & Ui11HY EASE ENT' Tr 1: 16" ALDER i STS 2 i '� I T12. 18' AU1iit �:d I STA 7,1 ;;.,, SMu I a o aim aN L 12 T13, to° ALDER Lei --60' RIGHT OF WAY � � .�..�. -�- TRENCH, T24. 22" FIR `i 8" 015 1t3° ALDER APPROX. F �' i T18: 14' ALDER ACC' 017. 14' Atl?Efl R -o - � 1 ' :::,° ::< EL. 2721 �� I ABANDON/REMOVE SEPTIC SYSTEM M, 10' A1A 4E SEIV R SE ••C ".';:° H REQUIREMENTS J Tts: 36' AMPLE _ TA. 2 +47 '„�' ": <,': � _ m � V t` � 1 � T2D: 12 Al - pp T ' T !� ::� .;. �;. '7 EV = 27 -� 1 4 k � 0"21; 14" ALDER UNE�- DELTA ,'fJt� , i T22: 22' HAPLE G1 37`5t'38" IN 023: 20° ALDER T24: 20" ALDER C2 9'26'15° a 025: 14 ° ALDER C3 2831'22 -T 44NSTALc9 726, 0' ALDER H AND f ° , :::• ...,.... y a' �o.,' N —SEAL s 11 t ESSARY ELEV = 272.00 i "w DE SEWER.' ;. RE7xAt c t LL I I's" 727 13" ALDER 728: 24" ALDER '2x ut<i fia cv O � APPROX. r3a � 4 + m °�`, .. 20^ R rte a °° CCE L 272* tit 033: 1M 3 044S &" 10; f2" + t R g- . 3423. c I `� � R Ce i PPROX. F.F. EL. 265* 0:L4 ca NOTE.- SEWER EASEMENT TO BE OBTAINED PRIOR TO S UCTIO 89 ALLS _' c AM 15113W ,140,000 • !-- _ w 2 CLAE *2" TO 6" C OR C 1' 1' 2.5' 1' 1' MIN 1' 1 M1' r MIN � MIN MIN 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT .AND REMOVE 6.5' MIN. _ 1' it 2.5' 1'i it MIN IMIN MIN MINI MIN 2" CLASS 'B' CRUSHED ROCK, FLOWABLE FILL' OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE - ACP CLASS* f" CRUSHED SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIDLE PAVEMENT ADOPTED Oti CITY of RENTON STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032 -1 SP PAGE: H032,1 MN . . . . . . . . . . . . . a $ CAUTION: ., . . 34' 1 e CMP 6" SIDE SEWERA° „ FIELD LOCATE LOCATION. N, D MENSION, AND DEPTH OF ALL EXISTING UTILITIES } TRE.,"'. LEGEIND: y� CONIFER, TREE DEC OUOUS TREE• Ti: 2 ALDERS 12; 14' T2: 10° ALDER T3: a' 94PLE T4: a" wPLE T5• �R 0 ROSY CL - 0 a j � e kD PER ro •.��TO _ S�E'NI�"`�ERVIC 3423 ._..�® � �' °h - _cc� Iry ; ° FIE LGGA m-_ .,L 78. 2 arm it; 10' o° '� � :.;<;•: � 7$: 20* ALDER h iii SD` ` }... 2' PREV�1r I RESS 710: 12' MAPLE � � L _ �'�� R=25 ;;;.. >` & Ui11HY EASE ENT' Tr 1: 16" ALDER i STS 2 i '� I T12. 18' AU1iit �:d I STA 7,1 ;;.,, SMu I a o aim aN L 12 T13, to° ALDER Lei --60' RIGHT OF WAY � � .�..�. -�- TRENCH, T24. 22" FIR `i 8" 015 1t3° ALDER APPROX. F �' i T18: 14' ALDER ACC' 017. 14' Atl?Efl R -o - � 1 ' :::,° ::< EL. 2721 �� I ABANDON/REMOVE SEPTIC SYSTEM M, 10' A1A 4E SEIV R SE ••C ".';:° H REQUIREMENTS J Tts: 36' AMPLE _ TA. 2 +47 '„�' ": <,': � _ m � V t` � 1 � T2D: 12 Al - pp T ' T !� ::� .;. �;. '7 EV = 27 -� 1 4 k � 0"21; 14" ALDER UNE�- DELTA ,'fJt� , i T22: 22' HAPLE G1 37`5t'38" IN 023: 20° ALDER T24: 20" ALDER C2 9'26'15° a 025: 14 ° ALDER C3 2831'22 -T 44NSTALc9 726, 0' ALDER H AND f ° , :::• ...,.... y a' �o.,' N —SEAL s 11 t ESSARY ELEV = 272.00 i "w DE SEWER.' ;. RE7xAt c t LL I I's" 727 13" ALDER 728: 24" ALDER '2x ut<i fia cv O � APPROX. r3a � 4 + m °�`, .. 20^ R rte a °° CCE L 272* tit 033: 1M 3 044S &" 10; f2" + t R g- . 3423. c I `� � R Ce i PPROX. F.F. EL. 265* 0:L4 ca NOTE.- SEWER EASEMENT TO BE OBTAINED PRIOR TO S UCTIO 89 ALLS _' c AM 15113W ,140,000 • !-- _ w 2 CLAE *2" TO 6" C OR C 1' 1' 2.5' 1' 1' MIN 1' 1 M1' r MIN � MIN MIN 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT .AND REMOVE 6.5' MIN. _ 1' it 2.5' 1'i it MIN IMIN MIN MINI MIN 2" CLASS 'B' CRUSHED ROCK, FLOWABLE FILL' OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ENTER LINE OR ANE LINE - ACP CLASS* f" CRUSHED SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIDLE PAVEMENT ADOPTED Oti CITY of RENTON STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032 -1 SP PAGE: H032,1 An Engineering Services 1; MN . . . . . . . . . . . . . a $ CAUTION: ., . . . . . . . . , .. . . . it:NA o tiiN S~ SE 77TH PL m SE 75TH PL 7 LOCATION. N, D MENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER S, SHOWN ON THE E PLANS 0 S R NOT BY POTHOLING THE 4=4 '. a T s 5 8H Vh p P � CA — LUNG UTILITY LOCATE 1 -800 424 -5555 AND THEN N 1 j SE SE 80TH 79tH Sr S( 9SS��b,, �'., /77. NOT CONFLICTS FLI TS EXIST.. IF CONFLICTS SHOULD OCCUR, THE ........ CONTRACTOR SHALL CONSULT PACE ENGINEERS TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PL ¢ 11200 1600 is } g cry s s �y € Approved T ti� o ....... ~ Z f•Vb M N PL 8?dID , ra ......... ........ •........ 82ND ...... G SE 40TH ST 40 "� NE 40TH E z 84TH m ST 5t 7 r84 o 1300 x NE 39TH . z ......... ......... ......... ST ST PARK NE 3M o PL , 89H PL Z SE 85TH ...... ..... : ......... ::: : . ..... :: : :: ' 'ir 86 . . . : .. . :: : : .. : : : :: ::::::::: `� NE PL ST 5E 87tH TH S i �, A� ..... ......... :EXIST.: CRC NE ST ... ......... ......... :. . { :........ S 90TH ST W r o. o � NE 3 L� oNO S �'2 � PV SE 91ST ST !FE : T/ii :v 2LINE ti FL 92N4 ST! y NI .,q ,,,.... ........ .. : : :: :: ....... : : :: a... ,..... . ......... 6 : :. ::::::::: NE 31ST ST N 3 0 T MAY CREEK ....... ........ ... ... ......... .... .... ::::::::: ......... ::::::::: t zP Y 12700 SE 95tH N RIOT u INNEKe 28TH P( 28TH �P ST SE 24 1'L q� 8 5 Thomas Bros. Maps > Ix ......... . , ....... ....... :�:.......:.M : : ... Z. ....... ......... r r r► :... g. "........ . . . . ... A ' mc I.�2 ,......... .... ......,. 7 .c�1�-'z r% .... ,,, -�' �-.... ......... .... ,, .. ,,,.,.,. ........ ,,,,.... ........ ......... ......... .. .... ........ 1... ®p.OUT - .27.2900 ......... ......... ......... .... ...... ... ..... ...... .. ....... .... :....: :......: : : : ::::: ::::::::. ......::: :: APPROX ;•L ... C OF: ......... ...... I..... ......... °� . ...... ......... .... ......... ..... , ... .. EXIST' :8 TE1fi �...... ......... :........ :::::: :::: . .... ...... ... . .... 8' ®i ::::::: ::::: ::::: ::: :: ; : '': :: : " ' ........ ...... .... ......... ..... ... . : : :: : : : .......:.. ....... 7 7; :0450: . ......... ... ........ :: : :... : :.. ........ :.. :; .... . ......: X. 1 ...... X9:5 (VERi i.: _ 1:1'0 F SE : ; : :' : :: :. :; : : : ; :: ; : : : : : :: : :: ; ;: . :: : :.... : ;.: ::. :: . , : : :. : :... :1 : ::• _ X61.10 IN ' SEE ' .... I OUT Y E.: —, 261.52 ....... ......... ...... . ..... .. ......... ......... ....... ......... .. .... ......... ......... I:. — 260.0 IN (.�.... :: ' : :: : : : :: ::: :: : : : :::::: : : : : : : : :: :.:: : :: :. : :: :: :.. :: ::::::: :: ... ;...:: ::.:...:. ::: :::::: ::::::::: :::::::: : :.:: ; : :: : ;::::::. ::: ::::: ::..:::: : :::::::: ........ ...... ::.: ;:: ;: :::::: ::: 13 " ::::: An Engineering Services 1; r V D VKIM MM NTS L �TE�e 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH COAL CREEK UTILITY DISTRICT STANDARD SPECIFICATIONS. 2. WHERE THE WATER MAIN CROSSES OVER SANITARY SEWER, THE MINIMUM VERTICAL SEPARATION SHALL BE 18 INCHS; OR CONSTRUCTION SHALL BE IN ACCORDANCE' WITH ' D.O, E. CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED 4. SECURE SIDE SEWER PERMITS FROM DISTRICT PRIOR t) INSTALLING SIDE SEWERS. 5. MANHOLE RING AND COVERS SHALL BE SLOPED TO MATCH THE GRADE OF THE STREET IN WHICH THEY ARE PLACED, 6. STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIO1 TO INSTALLING THE SANITARY SEWERS. 7. SIDE SEWERS TO BE EXTENDED 10 FEET INTO THE LOI S. 8. ALL PIPE TO CONCRETE MH CONNECTIONS. SHALL HAVI KOR —N —SEAL BOOTS. 9. BASE MAP RECEIVED ON 4/3/07 FROM CRAMER NW, 114C.. Cal I Before yoi COMMENT & � FOR REVIEW Z g .., COMMENT 1- 800 -424 -555: UNDEt ;GROUND SERVICE {US+ NOV 11 2001 MN iZSUN 76TH PL s 5£ Fti" ?yo T►i a $ CAUTION: n SE 7 PL ?��SN CT it:NA o tiiN S~ SE 77TH PL m SE 75TH PL 7 LOCATION. N, D MENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER S, SHOWN ON THE E PLANS 0 S R NOT BY POTHOLING THE 4=4 '. a T s 5 8H Vh p P � CA — LUNG UTILITY LOCATE 1 -800 424 -5555 AND THEN N 1 j SE SE 80TH 79tH Sr S( 9SS��b,, �'., /77. NOT CONFLICTS FLI TS EXIST.. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PACE ENGINEERS TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. PL ¢ 11200 1600 is } g cry s s �y Approved T ti� o Coal Creek Utility District ~ Z f•Vb M N PL 8?dID , ra � ® 82ND uj a G SE 40TH ST 40 "� NE 40TH E z 84TH m ST 5t 7 r84 o 1300 x NE 39TH . z ST a SE z E 85 m ST ST PARK NE 3M o PL , 89H PL Z SE 85TH P 1 o M �a nE 3ttTx ST LN 1 SE. 86TH .5E 80 SE 8. SE sT 'ir 86 ST `� NE PL ST 5E 87tH TH S i �, A� NE ST { P g S 90TH ST W r o. o � NE 3 L� oNO S �'2 � PV SE 91ST ST !FE %12200 ti FL 92N4 ST! y NI .,q ST 6 32Ny SEA is NE 31ST ST N 3 0 T fly MAY CREEK $E= g31t4 51 PAW 6 PARK t zP Y 12700 SE 95tH N RIOT u INNEKe 28TH P( 28TH �P ST SE 24 1'L q� 8 5 Thomas Bros. Maps r V D VKIM MM NTS L �TE�e 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH COAL CREEK UTILITY DISTRICT STANDARD SPECIFICATIONS. 2. WHERE THE WATER MAIN CROSSES OVER SANITARY SEWER, THE MINIMUM VERTICAL SEPARATION SHALL BE 18 INCHS; OR CONSTRUCTION SHALL BE IN ACCORDANCE' WITH ' D.O, E. CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS). 3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED 4. SECURE SIDE SEWER PERMITS FROM DISTRICT PRIOR t) INSTALLING SIDE SEWERS. 5. MANHOLE RING AND COVERS SHALL BE SLOPED TO MATCH THE GRADE OF THE STREET IN WHICH THEY ARE PLACED, 6. STREETS SHALL BE CONSTRUCTED TO SUBGRADE PRIO1 TO INSTALLING THE SANITARY SEWERS. 7. SIDE SEWERS TO BE EXTENDED 10 FEET INTO THE LOI S. 8. ALL PIPE TO CONCRETE MH CONNECTIONS. SHALL HAVI KOR —N —SEAL BOOTS. 9. BASE MAP RECEIVED ON 4/3/07 FROM CRAMER NW, 114C.. Cal I Before yoi COMMENT & � FOR REVIEW Z g .., COMMENT 1- 800 -424 -555: UNDEt ;GROUND SERVICE {US+ NOV 11 2001 iZSUN UTILITY o FLI T NOTE. CAUTION: oa THE CONTRACTOR SHALL BE RESPONSIBLE FOR R VE IFYING THE LOCATION. N, D MENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER S, SHOWN ON THE E PLANS 0 S R NOT BY POTHOLING THE 4=4 UTILITIES AND SURVEYI NG E HORIZONTAL ZONTAL AND VERTICAL xsr' LOCATION PRIOR TO CONSTRUCTION.. THIS SHALL: INCLUDE CA — LUNG UTILITY LOCATE 1 -800 424 -5555 AND THEN —. —� POTHOLING ALL OF THE ES EXISTING UTILITIES A T LOCATIONS F 0 07/07/ NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS FLI TS EXIST.. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT PACE ENGINEERS TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. b?► ,Og >Nr Approved ti� o Coal Creek Utility District SHEET, )SS :dwg