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HomeMy WebLinkAboutzS-2734SetB ag n 3 I � P NE 1/4, SW 1/4, SECA TWP.23N., RGE.H., � W.M. TRACT "A" RENTON SP 020 -91 9303.039001 400.7 cn r� JD REBAR R: CAP ~ LL � to53 35' S. x 0.25' E. ( 1 1 9 4 r l l r j I i r / / j'N 01'10"2+0" E J `_ _ j _ _ � � IT 01'10' 20" E - - - - S I rr/ 7 fL f -/ /.1 -SS 9i _\ - - - / I - � 557.1 -$5 MI � OA.dO .393.48 , J r f / / �{/ Id 397.14 Al � a -�� <o n r m m m T o Q �: �h d c'� �'i1l l �{f d` ^ ,/f r ' ~�� `i Ii<�c 385 ^� 96 0 -� I - ( ) RIM 396.77 / RIM 39572 N N N N N :I, ", �, „ ,� M ^� �.' F.F. 396.0 i -J 7 4 RI RI 72 " M ` 6 STA +6790, pFf 61,f9L FC 1 N t' "I 396.0 \ I / /j / F.F. 3 . I F.F. 396.0 I / ,� �'; I II ¢MIN. \ MN..' �j I -S�N �\ MN. HEnNI� DIED MN. O I 1 ) / i / / / / / / / 16 I �' `1 cJ 1 I RIM 3 5 6fi 1 O WM f E; . � RIM 1390 O F- 1 1 t 1 �t 7 J ( fr 11 l�r� i r _ ` /.'' \\ I I �� I/ IE 38107! �•giUgCONIEIRO TAF g7Ug // A 1• IE STUB IE STUB 12 ° -3r ddl . t 385.7 385.72 / /T7.t6 16 / �FF 0I G�, SO l7- 826063 t MH Z / ! ,t t f, ! I 1 rj J ) / ,r : y� I a 1 \ \ 1 ap= 1/ IF F.�96 0456101 -CB E 1 1 1 \ vC �v" F / 8 N .55 Ei +d€rER / I r ! 1 / r j )I F . 396.0 ) IE SRJB w / / r r f 1 1! / / ¢ I I F.F. 396.0 MIN. I MN. / NErw o N Posr- I / t + /',,o __ IE STUB 1 r (D. 2" BLOW -S%-SS MH Y r / ; / 1 ` 1 j i f r I I f MIN. IE STUB E STUB IE 3 3.28 30 STOP GE i:l V syg - Itav f / �j'1!�' - STA 3 +64.09 s383.19 1 SHED re N 1 1 !' / 1 / it !' f ; , ! J / ¢ 385.64 385.82 L _ � IE 379.9 Y O i 1 �' ,' r ! f 1 ,% ! / f f ! �� • 19 I - - - - - 24.71L FC - - - - - - - - - STA. 11 +4. CL �� % ;' 1 / / / F.F. 395.0 - - - - - - / / / / ' ! / �I / I / / / l j /Q °� MN. I f - j I � - J 49LAWN // wx S ^Iflr(8.27L / / / / \END- EB F.F. j95.8 25 8' 1 F.F. 396.0 I / / R NEVER SH / r % e F.F. 395.40.92' N ;2 I MN. I LFO f 03 ELEC. O /� f ` % r 1 �d f 9, M, PVC 0 RIM 39 .80 IE F. ,J , I I I IE STU8 0.131/ft IE 353.0 X583.00 Q MIL I a h END. REBAR & C. MIN. I IE STUB I 1 3 STA 5 15.341 2 ft/ft 1 ,�_ �.R v ,uNC. LS 7953E STUB I O6 80% 0.33' E. 197160 1 $ 4 I� L SOS -QB 0 ( i 384.32 SD10rC81 y8i0FF. 393L (FC) 26 LF 8 3 f 3NS300 t \ ( }' o RIM 0 =w W -2030 SENIOR PROJECT RIM 3 6' ! / IM 397.15 " a IE 387.41 � a" IE�90.32 1839 $S 1'�8 2 � / /,� G � x STA 347368 0.007 -- p1f STA 11 +41.30 w 4.53- E aao i 39s�: O.27R ft/k aft /n o - gesso 9C+ t77� j m 'El / ,+ - z 30'x 165° 5UMNTD. ERGR OUND 2. LF 12' 0. REC. N0. gptg CRESS. EGRESS 4LF8 PVC 85a 7R 19LF84 VC O0. 7kR et' 'LE HOME �! LSD Nbi / �, 4i .39E.35 4 LF 00 PA t O H= 3� /SD12- TYPFl1/ �� / / / \ tee- a FH. 9e9 IE STUB IE STUB IE STUB SD O E PA hl I �R /R a RI 93.80` j i/ ti1 �,,,, LOT T 9' HAIN Y - E 391.80' j % J ssMH �I 385000 38500 I�B - - CSP 10850 7 83 PR'�li6Jfi z 2a �S 391.ao, 7 /x -3 RIM =394.2 f IS59 _SS NH I LAY3woOD�ED 5.00 SO 00.056 E-1 �a / /O• , j BENCHMARK -I �'4 I / 29 LF 8' oB10FATER SW IE 387.26 U 0 10.Jd'L ( #C}l� , h / V NV =397. TRIM 396.31 (MATCH) Cr ' W/M ANY SCATTERED ft� C O Y II �� ft� SET RAILROAD SPIKE ,E 382.96 / Cp OUS TREES V rna I ¢ SS10-SS MH IN POWER POLE �O F.F. l -10 DIA, AVG. FF R SD9-CB fi'x 6- WDOo _( / qr, o STA. 3 +41.03 / I I 4° J° I I I %R 1 M •- E : j r5 ...y RIM 395.11 (MATCH) ELEV = 396.33 399.83 39✓.Ot C f6,,j X97• fi -9 RET W0J =E i r Is z 0 E IE 33.70 ' I I OFF 13S1R � I I I I B 1F. I I I (SS8 -$11 I I I I i I � 3 8594 r 9STA. 2 +38 E (E) 39. 9 I STA 5+n OFF 16. 3F81 I E .0 I ' I I c R_ 18 I 5681 G' RID / `a� ACK OF 5+57 O ) �.. f I LAwN - L -cAR�I S fE L�CXiWN� I0� Offi (� f L- i2 � MF�96. OFF OIR STA-'k+57.1 AT,SURFACE ( ,j OFF. 23.'84L S9L 89 LF 12' h LAWN _ _ ,4 / - 300 O' _ - E SS STUB 383. \/ ,cb - - - - - - - .. -- N 01'04'53" E 11 \ SEE N v LAWN SSMH / ACCEPTED POSITION ! N �1 - RIM =3 °5.28 � qq. � �\\ y�� I I .'•fJ,y�' 3 W \ \ 39710 V \�x \ \\ f 2 CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES GRAPHIC SCALE (IN F') 1 inch - 40 fL W rR -27 -j ?B1 wwp- i7 -a7tit 4l 1 COMPOSITE UTILITIES PLAN Z SCALE: 1'4=40' iWAN Q SET RAILROAD SPIKE IN POWER POLE ELEV - 387.56 h.az RIM 386.13 (MATCH) SD3-CB TYPE 1 378.42 4 5 RIM 103 (NATCFI E 3.42 I (� i STA. 504p1.41 Off. 4.1 +� RENTON HIGHLANDS NO. `+ 2 IE 377.63 VOL.57, PGS.92 -98 STA 51 +75.88 LA I CORRECTION PLAT v -->F---41 SD2-CB TYPE 2 -46' v\ eL �+ BLOCK 4. 3�0t.00 y STA. 51 +9177 i OFF. 4.50L 37 LF 8' W PVC SS O KIRKLAND AVE. NE.14" � � v HYD i E 376.76 WATERLINE SWALE -6. / - 8" C N, G o P, NA IN PAf COMPOSITE UTILITIES PLAN Z SCALE: 1'4=40' iWAN Q SET RAILROAD SPIKE IN POWER POLE ELEV - 387.56 h.az RIM 386.13 (MATCH) ON 378.42 b; 4T A. 50 +63.32 35.00 1 12DOL U a SS2 -SS MH 5.04 ys� RIM 3804.53 (MATCH) BLOW -OFF IE 377.63 \ STA 51 +75.88 6' OFF. 112.00L v -->F---41 SD2-CB TYPE 2 -46' v\ eL �+ RIM 364.04 E 380.04 3�0t.00 y STA. 51 +9177 a OFF. 4.50L 37 LF 8' W PVC SS O ROCKERY FACING WALL 0.023 ft/ft 8 y SS1- CONNECT TO EXHSnNG SS MH .I E 376.76 WATERLINE INV =378.65 INV =376.78 SHEET NOTES 1. SANITARY SEWER BUILDING CONNECTION LIES SHALL BE 6' DIAMETER PVC EXTENDED TO 6' BEYOND BACK OF SIDEWALK AT 0.020 ft/ft MINIMUM SLOPE AND CAPPED FOR FUTURE EXT04SION. STAKE SURFACE AT EACH STUB END. 2. SEE SHEET 9 FOR PROFILES AND TYPICAL DETAILS. 3. SANITARY SEWER PIPE SHALL BE DUCTILE RON (DI) OR PVC C 900 4. CONSTRUCT ALL SANITARY SEWER MANHOLES NTH 0.010 FOOT FALL THROUGH THE STRUCTURE S. STORM DRAIN PIPE SHALL BE DUCTILE IRON (01), CLASS 52, OR REINFORCED is CONCRETE PIPE (RCP), CLASS IV, OR HIM DENSITY POLYETHYLENE (HOPE) DOUBLE WALL SMOOTH INTERIOR BY 'ADS', 'HANCOR' OR APPROVED EQUAL RCP SHAW. BE USED AT ALL LOCATIONS WITH LESS THAN 36' COVER. DI SHALL BE USED AT ALL LOCATIONS WERE THE HORIZONTAL SEPARATION BETWEEN STORM AND WATER LINES IS LESS THAN 10'. SEE PROFILES ON SHEET 9 FOR MATERIAL CALLOUTS. LEGEND 0 CLEAN OUT 0 SANITARY SEWER MANHOLE ♦ CATCH BASIN TYPE 1 J) CATCH BASIN TYPE 2 OR SD MH J BLOW -OFF Is WATER METER \INV3 =. FIRE HYDRANT x REDUCER IV THRUST BLOC( WATERLINE FITTING j( WATER VALVE ROCKERY FACING WALL SANITARY SEWER PIPE STORM DRANK PIPE WATERLINE SWALE Sk..o.# 18.T � CONNECT TO EXISTING SO IE 373.83 (FIELD VERIFY) 1m 9 , & T - �S m, - sa SSMH RIM = 380.42 INV =369.57 'x'.•`04 Taylor Englneering Consultants :�;: 24224 S.E. 28th Street, Issaquah, WA 98029 I a/1o/o0 tel. 425 - 391 -1415, fox 425- 391 -1551 RECOMMENDED FOR APPROVAL BY 'q7'w /90 BY sY 91.y 1 177% 24X�� RO�' COMPOSITE UTILITIES PLAN sate r..v 5 y\ Csrn \INV3 =. C8' TOP -380.2 INV= 375.54 18.T � CONNECT TO EXISTING SO IE 373.83 (FIELD VERIFY) 1m 9 , & T - �S m, - sa SSMH RIM = 380.42 INV =369.57 'x'.•`04 Taylor Englneering Consultants :�;: 24224 S.E. 28th Street, Issaquah, WA 98029 I a/1o/o0 tel. 425 - 391 -1415, fox 425- 391 -1551 RECOMMENDED FOR APPROVAL BY 'q7'w /90 BY sY 91.y 1 177% 24X�� RO�' COMPOSITE UTILITIES PLAN sate r..v 5 8 in a g� d ga d I (n (f) n n I C/) J � p O U p o z Z¢ W Y Lr J SE LL_ O Ci n� oy wz q `;c ® E 3�E H Z =a ► -1 W a CI` 'E c c °y I Ic"I'l 420...... -- ...................................................... <.. ......................... . . .... u ^qJ, epp .......... mG �COp rn ..........---------- fA CW PROFILE NOTES: 89LF12 "DISD0 K - 3:66 PM EIEV = 389.50 ' 0.010 ft /ft, SEE - ADJUSTED- EMERG. ACCESS FINISH. GRADE N a v EXISTING AND o 1. VALVES AND BENDS NOT SHOWN ON WAIERUNE PROFILE FOR PROFILE FOR CONTINUATION �. I , .FINISH CONN. NEW III I• o $S g w m �' CLARITY, SEE PLAN. 2. INVERTS: FOR SANITARY SEWER MANHOLES ARE LISTED FOR : i : : n 0 18 ft ft _ - m - - '9 CENTER OF STRUCTURE CONTRACTOR. SHALL CONSTRUCT...... I II ... ..... ..FINISH GRADE- CL..... IE 378.42 I IE 37b.63 > - - .. °- n - - - ... > . x MANHOLES _WITH 0.01 F00T-DROP THROUGH STRUCTURE I IE 376.78 37 LF 8'9 PVC < n R 'FIELD VERIFY CLEARANCE BETWEEN EX. WATER AND NEW x W CONIC; NEW 8 °4 DI ; x To DI WATER m -STORM. IF LESS THAN 18' PROTECT EX. WATER LINE AS X -H WATER TO EX. 8' DI WATER W/36' MIN. COVER 0.005 ft/ft ;FOLLOWS: MAINTAIN 6' MIN. CLEAR (IF LESS THAN 9' MIN. 'RUBITEX° �Irn ; EXISTING m Co. i (TYP) PIPE OUTLET lE X87.26 ..... ....... FINISH GRADE CL WATER W/36' MIN. COVER 400: :CLEAR PROVIDE- PAD BETWEEN PIPES, AT CROSSING).:...... b EXISTING GRADE GRADE CL ... .. ..... .... .. . _ _ . . CL ' PROVIDE DUCTILE IRON SO PIPE WITH NO JOINTS FOR 5' MIN. ON EITHER SIDE OF CROSSING. - �Io ,- I. . I 1 _ RIT aDc STREET PROFILE �• � _w: - -- —��' 111 � .. ��riiis iiiiiiiiiiiii����iiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiii ii ✓ill viiiiiiiiiiiiiii�iiiiiiiiiiriiifi�iisiie�i�eiioiiss� io� I nriis��' A , 0 +00 1 +00 2 +00 KIRKLAND COURT PROFILE HSCALE: 1' =40'; VCCALE: 1' =10' 400: ...... ... <.. ..... 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING u ^qJ, epp S.E. Street, 98029 mG �COp rn bill fA CW ................... 89LF12 "DISD0 K - 3:66 PM EIEV = 389.50 ' 0.010 ft /ft, SEE - ADJUSTED- EMERG. ACCESS FINISH. GRADE N a v EXISTING AND o TYPICAL PIPE TRENCH � PROFILE FOR CONTINUATION �. I , .FINISH CONN. NEW III I• o BYRR9JaT BY WATER TO EX. 40.00' VC i 132LF 1 '4 PVC' 0 0 18 ft ft 380 222 LF.8'0 PVC S 1 0 PVC,.-SS 0'0:00 it ft I II 0 +00 1 +00 2 +00 KIRKLAND COURT PROFILE HSCALE: 1' =40'; VCCALE: 1' =10' 400: ...... ... <.. ..... 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING u ^qJ, epp S.E. Street, 98029 mG �COp rn fA CW ................... 89LF12 "DISD0 K - 3:66 PM EIEV = 389.50 ' 0.010 ft /ft, SEE - ADJUSTED- EMERG. ACCESS FINISH. GRADE N a v EXISTING AND o TYPICAL PIPE TRENCH � PROFILE FOR CONTINUATION �. I , .FINISH CONN. NEW III I• o BYRR9JaT 386.17 BY WATER TO EX. 40.00' VC i 132LF 1 '4 PVC' 0 0 18 ft ft 380 222 LF.8'0 PVC S 1 0 PVC,.-SS 0'0:00 it ft I II . .: SEE EMERG. 0 0.007 ft/ft '� . .: of IE 378.42 I IE 37b.63 ....... .................. ACCESS PROFILE _ _ 'a� I IE 376.78 37 LF 8'9 PVC SS 0 0.023 ft/ft 400 . ....................... ............................... . . . . . .. . • - - - - - -- - - - • - - - -- - - - - .. . W o ... - - ........... ...... FINISH GRAS W I I r2Z��"...... - 380 - I -- V O 1i r+ M n n n 50 +00 51 +00 52 +00 60 +00 61 +00 NE 18th STREET PROFILE STORM DRAIN EXTENSION PROFILE HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE 1' =40'; VSCALE: 1' =10 FINISH WEDGE GRADE MONOLITHIC BEHIND W/ SURFACING S� d ~ 0<8 _O 00 w < o 4' ASPHALT CLASS a p OVER 6' CRUSHED ROCK BASE HIGH WATER - PREPARED SUBGRADE _YR STORM l *NOTE: WEDGE SHALL BE V 2't HIGH EXCEPT 3' AT DRIVEWAYS ASPHALT WEDGE CURB N.M FINISH GRADE 1 3 (TIP ASPHALT CLASS B AT PAVEMENT EDGE �\ *BIDSWALE SHALL BE HYDROSEEDED 'WTH THE FOLLOWING SEED MIX (OR o APPROVED EQUAL.. e .. c ; �•�` '•• +;R..' - ::Y •ii:"'?e�:•}l'� • !'' = \` �i� �.P5161IY x GERMINATION - 6' Perennial rye blend 70 98 90 (Lolium perenne) CRUSHED AGGREGATE CheNings and red fescue blend 7 98 90 c BASE COURSE (Festuca rubro wr. commutate gCOMPACTED SUBGRADE or Festuca rubra) PAVEMENT SECTIONS BIOFILTER SWALE N.T.S. 2 SCALE: 1' -5' v z 7TD- "-2776 I w o-" -j ;p 01 * u1 ROCK FACING NG DR PROPOSED GRADE ELEVATION MAX. SLOPE LINE OF ROCK FACING UNDISTURBED SOIL ROCK FACING 4 HEIGHT (H) BACKFlLL MINERAL -EXISTING OR PROPOSED AGGREGATE - GRADE BECKON ,••. (D)_ 2g(BASE)9fffTOP) 3 INCHES 2 -MAN 1 -MAN 4 FEET 6 INCHES 3 -MAN 2 -MAN 6 FEET 9 INCHES 4 -MAN 2 -MAN 8 FEET 12 INCHES 5 -MAN 2 -MAN TYPICAL ROCK FACING NITS I _r A TYPICAL FINISH FINISH ACTUAL SIDE SLOPE BY CONTRACTOR - a1 N Englneering yj 91 � Consultants c I� g 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING u ^qJ, epp S.E. Street, 98029 mG �COp rn fA CW ................... NrS�W 400 . ....................... ............................... . . . . . .. . • - - - - - -- - - - • - - - -- - - - - .. . W o ... - - ........... ...... FINISH GRAS W I I r2Z��"...... - 380 - I -- V O 1i r+ M n n n 50 +00 51 +00 52 +00 60 +00 61 +00 NE 18th STREET PROFILE STORM DRAIN EXTENSION PROFILE HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE 1' =40'; VSCALE: 1' =10 FINISH WEDGE GRADE MONOLITHIC BEHIND W/ SURFACING S� d ~ 0<8 _O 00 w < o 4' ASPHALT CLASS a p OVER 6' CRUSHED ROCK BASE HIGH WATER - PREPARED SUBGRADE _YR STORM l *NOTE: WEDGE SHALL BE V 2't HIGH EXCEPT 3' AT DRIVEWAYS ASPHALT WEDGE CURB N.M FINISH GRADE 1 3 (TIP ASPHALT CLASS B AT PAVEMENT EDGE �\ *BIDSWALE SHALL BE HYDROSEEDED 'WTH THE FOLLOWING SEED MIX (OR o APPROVED EQUAL.. e .. c ; �•�` '•• +;R..' - ::Y •ii:"'?e�:•}l'� • !'' = \` �i� �.P5161IY x GERMINATION - 6' Perennial rye blend 70 98 90 (Lolium perenne) CRUSHED AGGREGATE CheNings and red fescue blend 7 98 90 c BASE COURSE (Festuca rubro wr. commutate gCOMPACTED SUBGRADE or Festuca rubra) PAVEMENT SECTIONS BIOFILTER SWALE N.T.S. 2 SCALE: 1' -5' v z 7TD- "-2776 I w o-" -j ;p 01 * u1 ROCK FACING NG DR PROPOSED GRADE ELEVATION MAX. SLOPE LINE OF ROCK FACING UNDISTURBED SOIL ROCK FACING 4 HEIGHT (H) BACKFlLL MINERAL -EXISTING OR PROPOSED AGGREGATE - GRADE BECKON ,••. (D)_ 2g(BASE)9fffTOP) 3 INCHES 2 -MAN 1 -MAN 4 FEET 6 INCHES 3 -MAN 2 -MAN 6 FEET 9 INCHES 4 -MAN 2 -MAN 8 FEET 12 INCHES 5 -MAN 2 -MAN TYPICAL ROCK FACING NITS I _r A TYPICAL FINISH FINISH ACTUAL SIDE SLOPE BY CONTRACTOR 10 +00 11 +00 12 +00 EMERGENCY ACCESS PROFILE HSCALE 1' =40'; VSCALE: 1' =10' NNi ................0 . ' .� ..................... x 400 I ...... ..... ' i GRADE iQ .. .. ElIS1ING GRADE .....y1� LSE : 26 LF 8'4 PVC I PROPOSED 0 SS 0 0.007. WATER WATER I I PROPOSED STORM SEE 18TH STREET PROFILE ........I.. PROPOSE STORM 88 LF 8 *0 PVC SS I0 O.OES ft I DETAIL REFERENCE 114 LF ed : I DETAIL SPECIFICATION REFERENCE: 1E 385.20 IE 381.27 FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED IN ACCORDANCE WITH CITY OF RENTO N STANDARD PLANS. IN u ug ADDITION TO THIS UST, THERE MAY BE ITEMS REQUIRED TO M 82 ° COMPLETE TER: WORK WHICH ARE NOT SPECIFICALLY IE 3 IE 381.45 DETAILED OR REFERENCED. THESE ITEMS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY STANDARD PLAN O +CO 1 +00 0 +00 1 +00 WHERE AVAILABLE CONTACT THE ENGINEER FOR DIRECTION M THE EVENT OF DISCREPANCIES. UNTIL DISCREPANCIES N. ACCESS DRIVE S. ACCESS DRIVE ccoomy opnaN WRITING, BASE BIDS ON THE MOST HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE: 1' =40; VSCALE 1' =10' ITEM CITY STD. PLAN ASPHALT PAVEMENT PATCH H032 BEDDING FOR SANITARY SEWER PIPE B077 BLOW OFF B CATCH N BASIN IN (CB) TYPE 1 8012 012 Sm2734402 . 014 CATCH BASIN (CB) TYPE 2 CLEANOUT ra CRETE F001 TYPICAL CONCRETE CURB AND GUTTER F005.1 LEAS PAVED AREAS CURB RAMP F005.2 DRIVEWAY APPROACH 8102 SURMATCH SURFACE TO SURROUNDING FIRE HYDRANT ASSMY B029 E SHORING BY CONTRACTOR DESIGN ROW CONTROL 08 8023 CRATE INLET 8072 I= SANITARY SEWER 'SHALLOW MANHOLE' TYPE B B089 E) SHACKLE RO DING VIED TIE BOLTS B078 % SIDE SEWER INSTALLATION 8085 II =� THRUST BLOCK Cy 8090 VALVE OPERATING NUT EXTENSION 11 ' v2 NOTE: a PROVIDE 14' WOE DRIVEWAY APPROACH, CENTERED ON LOT x FRONTAGE FOR LOTS 1 THRU G. PROVIDE 20' WIDE APPROACH AT FIRE LANE THE LOTS t' ACCESSED OVER ASPHALT WEDGE CURB REMAINING FLUSH ALL BE 0,0y 0 —_01-J. ASPHALT PAVEMENT DEPENDING ON LOCATION. 0 0 0 0 0 1I,lC...* • .Tai 00 0 o r Taylor 12• MAX. 6' MIN. TRENCH WIDTH NOTE:ICAI) AS REQUIRED PM STA = 10 +75 Englneering yj 91 � Consultants 53 ro 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING PM ELEV = 398.50 S.E. Street, 98029 AD : i,'-10.92 : i,'-10.92 PM STA = 11 +40 ................... p� e/+oioR K - 3:66 PM EIEV = 389.50 ' 420: ...... . 40.00' -.VC . r ... ; AD.' 8.64 . ...... ...... ..... . . TYPICAL PIPE TRENCH � 8 K =4.63 ; BYRR9JaT N.T.S. BY 40.00' VC i . .: .� '� . .: of „'�• . ....... .................. . ® BM,: ^ m n ,$ 0 29 LF ;12' RCP SD 0 : 8' DI WATER : 0.005 ft/ft W /36' MIN. 400: COVER (TYP) 0.16x ; m Co. i PIPE OUTLET lE X87.26 ..... ....... FINISH GRADE CL WATER W/36' MIN. COVER EXISTING GRADE 12' DI SO 0 0.010 S CL OSWALE ft /ft, SEE 18TH 72 LF 8' PVC SS I RIT aDc STREET PROFILE 0 0.007 R /ft - 82 LF 12'' P ... ... FOR CONTINUATION SEE KIRKLAND COURT PROFILE I I I I I 366.17 I I ...... 84 LF 8' P SS 0.0.007 ' 123 222 IE LF B'# &C SS 0 0.007 ft 379.98 I - IE 81.45 ; I ca � e _• m + I t l 1 10 +00 11 +00 12 +00 EMERGENCY ACCESS PROFILE HSCALE 1' =40'; VSCALE: 1' =10' NNi ................0 . ' .� ..................... x 400 I ...... ..... ' i GRADE iQ .. .. ElIS1ING GRADE .....y1� LSE : 26 LF 8'4 PVC I PROPOSED 0 SS 0 0.007. WATER WATER I I PROPOSED STORM SEE 18TH STREET PROFILE ........I.. PROPOSE STORM 88 LF 8 *0 PVC SS I0 O.OES ft I DETAIL REFERENCE 114 LF ed : I DETAIL SPECIFICATION REFERENCE: 1E 385.20 IE 381.27 FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED IN ACCORDANCE WITH CITY OF RENTO N STANDARD PLANS. IN u ug ADDITION TO THIS UST, THERE MAY BE ITEMS REQUIRED TO M 82 ° COMPLETE TER: WORK WHICH ARE NOT SPECIFICALLY IE 3 IE 381.45 DETAILED OR REFERENCED. THESE ITEMS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY STANDARD PLAN O +CO 1 +00 0 +00 1 +00 WHERE AVAILABLE CONTACT THE ENGINEER FOR DIRECTION M THE EVENT OF DISCREPANCIES. UNTIL DISCREPANCIES N. ACCESS DRIVE S. ACCESS DRIVE ccoomy opnaN WRITING, BASE BIDS ON THE MOST HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE: 1' =40; VSCALE 1' =10' ITEM CITY STD. PLAN ASPHALT PAVEMENT PATCH H032 BEDDING FOR SANITARY SEWER PIPE B077 BLOW OFF B CATCH N BASIN IN (CB) TYPE 1 8012 012 Sm2734402 . 014 CATCH BASIN (CB) TYPE 2 CLEANOUT ra CRETE F001 TYPICAL CONCRETE CURB AND GUTTER F005.1 LEAS PAVED AREAS CURB RAMP F005.2 DRIVEWAY APPROACH 8102 SURMATCH SURFACE TO SURROUNDING FIRE HYDRANT ASSMY B029 E SHORING BY CONTRACTOR DESIGN ROW CONTROL 08 8023 CRATE INLET 8072 I= SANITARY SEWER 'SHALLOW MANHOLE' TYPE B B089 E) SHACKLE RO DING VIED TIE BOLTS B078 % SIDE SEWER INSTALLATION 8085 II =� THRUST BLOCK Cy 8090 VALVE OPERATING NUT EXTENSION 11 ' v2 NOTE: a PROVIDE 14' WOE DRIVEWAY APPROACH, CENTERED ON LOT x FRONTAGE FOR LOTS 1 THRU G. PROVIDE 20' WIDE APPROACH AT FIRE LANE THE LOTS t' ACCESSED OVER ASPHALT WEDGE CURB REMAINING FLUSH ALL BE 0,0y 0 —_01-J. ASPHALT PAVEMENT DEPENDING ON LOCATION. 0 0 0 0 0 1I,lC...* • .Tai 00 0 o r Taylor 12• MAX. 6' MIN. TRENCH WIDTH NOTE:ICAI) AS REQUIRED Englneering yj 91 � Consultants 53 ro 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING S.E. Street, 98029 10 +00 11 +00 12 +00 EMERGENCY ACCESS PROFILE HSCALE 1' =40'; VSCALE: 1' =10' NNi ................0 . ' .� ..................... x 400 I ...... ..... ' i GRADE iQ .. .. ElIS1ING GRADE .....y1� LSE : 26 LF 8'4 PVC I PROPOSED 0 SS 0 0.007. WATER WATER I I PROPOSED STORM SEE 18TH STREET PROFILE ........I.. PROPOSE STORM 88 LF 8 *0 PVC SS I0 O.OES ft I DETAIL REFERENCE 114 LF ed : I DETAIL SPECIFICATION REFERENCE: 1E 385.20 IE 381.27 FOLLOWING IS A LIST OF ITEMS TO BE PROVIDED IN ACCORDANCE WITH CITY OF RENTO N STANDARD PLANS. IN u ug ADDITION TO THIS UST, THERE MAY BE ITEMS REQUIRED TO M 82 ° COMPLETE TER: WORK WHICH ARE NOT SPECIFICALLY IE 3 IE 381.45 DETAILED OR REFERENCED. THESE ITEMS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY STANDARD PLAN O +CO 1 +00 0 +00 1 +00 WHERE AVAILABLE CONTACT THE ENGINEER FOR DIRECTION M THE EVENT OF DISCREPANCIES. UNTIL DISCREPANCIES N. ACCESS DRIVE S. ACCESS DRIVE ccoomy opnaN WRITING, BASE BIDS ON THE MOST HSCALE: 1' =40'; VSCALE: 1' =10' HSCALE: 1' =40; VSCALE 1' =10' ITEM CITY STD. PLAN ASPHALT PAVEMENT PATCH H032 BEDDING FOR SANITARY SEWER PIPE B077 BLOW OFF B CATCH N BASIN IN (CB) TYPE 1 8012 012 Sm2734402 . 014 CATCH BASIN (CB) TYPE 2 CLEANOUT ra CRETE F001 TYPICAL CONCRETE CURB AND GUTTER F005.1 LEAS PAVED AREAS CURB RAMP F005.2 DRIVEWAY APPROACH 8102 SURMATCH SURFACE TO SURROUNDING FIRE HYDRANT ASSMY B029 E SHORING BY CONTRACTOR DESIGN ROW CONTROL 08 8023 CRATE INLET 8072 I= SANITARY SEWER 'SHALLOW MANHOLE' TYPE B B089 E) SHACKLE RO DING VIED TIE BOLTS B078 % SIDE SEWER INSTALLATION 8085 II =� THRUST BLOCK Cy 8090 VALVE OPERATING NUT EXTENSION 11 ' v2 NOTE: a PROVIDE 14' WOE DRIVEWAY APPROACH, CENTERED ON LOT x FRONTAGE FOR LOTS 1 THRU G. PROVIDE 20' WIDE APPROACH AT FIRE LANE THE LOTS t' ACCESSED OVER ASPHALT WEDGE CURB REMAINING FLUSH ALL BE 0,0y 0 —_01-J. ASPHALT PAVEMENT DEPENDING ON LOCATION. 0 0 0 0 0 1I,lC...* • .Tai 00 0 o r Taylor 12• MAX. 6' MIN. TRENCH WIDTH NOTE:ICAI) AS REQUIRED Englneering yj 91 � Consultants 1• CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING S.E. Street, 98029 ,tbNii > INCLUDING STABLE SIDE SLOPE AND /OR SHORING REQUIREMENTS. 1-th 25-391 55 tel. 425- 391 -1415, fox 425- 391 -1551 tel. 4 p� e/+oioR 2. BACKFILL WITH STRUCTURAL FILL IN ALL AREAS UNDER PAVEMENT VEHICLE AREAS, AND STRUCTURES. COMPACT TO 95% MAX. DRY DENSITY. RECOMMENDED PROFILES AND DETAILS TYPICAL PIPE TRENCH � 8 BYRR9JaT N.T.S. BY BY �� A- NNNNAA 273k 02 JC�47 �)ic %) 'pSJ C C1 r ' ROLL 10-6 g 6 s3 d NE 1/4, SW 1/4, SECA TWP.23N., RGE.5E., � W.M. °D -PACT ".A" RENTON SP 020 -91 930 3039001 V' - dD REBHP & CAP ��ji �S g - 39 i.• _ 3 I > � � :9H 5 32 Id 5 . , v n l I 0_25' .d © � =' A I I E. I T i I h o ` + h M c( I M � r ' n b .ti „.w ,, ` i c ,, ✓ f,,�` ' ' : ?, . r f r;o '%?: ' Jf 3a� "1►�0 2D 0 ' / E 110'E �€1 6 A _ z -=--7 SS7.; -SS NF 39?i# 3 bb IE 382;60 39. IE FF 96.0 xzw E 98. SFI - � H °_ I I - - -- I IN. �MIN. MIN. H JL DED MI N. O W 1 6 5 RIM 590 O J IE S 77 I"TU6 I F.F. 0 G �r ss 50/7- 826063 p F_ Ir i rlf %';i J i t j( 1 �. I • i �\ _ i o 1 ��SSS- NH 1 I ,17 _ 1 t 1 i 81 z I ; ;' ,' , 1 i' J „- A' I qb. \ �' _ �F F. - 01 -c6 ..1 g W l ' / ` r /% / f •` ! '' f ! l Ll 2� I i I T.F. 396.0 MIN. F.F. X6.0 ) IE SIT16 7t. t3 } �'I Y 4 IE STUB., \ / _ i r � to I I MIN. 1 E STUB IE 3 _M1N. IE STUB i r s e2 463 B€o ' SS MH ' j RIM' - 353155/' /,` /` I/, ST � �3o I • � \I �'>E:YR 3F- V) i J l r' /' / Et 3'9/� r , /' , . ,,.e 365 s4 3� g2 s±ED �� of . - - E Y O �/ ' !I .e� E, ; Icy 9 1 �` 3 _ _24.71L - - - - - - - �. / ± J F.F. 395.0 _ - _ - PDX ff+4� 4 // = . �i / r', / re r�,/f F JI j � � � � / ; r jc MIN. � � - -/ I Y 9A I FND. }zEBg - 1 F.F. 396.0 9i lb i z9+ F.F. 5.8 395.4D-92• N. 1 RMi 39 86.96 NIN. E i LF W1 F.�. 396 f Ts'1- MIN. I I I, IE S711B �♦ IE 3939 390.000 NINV t L gi c: - ..v j J t Ls tss STUB I IE SNB I 13 Sik 21G 3�t. ft/ft E S7Ug L I c 3843?- 197160' 1 8 I 39 10 P.B _48lOFF 93L3L (fC) 3wu \ sox SD5 -G13 lYl C O.OIS FT/Fr 76 L.F. & O.609 Fr /FT W -2030 SENIOR PROJECT A. 314}:93 40.2 r� ' ' 7 DIA ' 7 WO�Xi SET RAILROAD SPIKE E (NAT{ i cV = 396.33 OFF. 16._• N � % 399.3 SrA. +ao.v pp�� 5 �g REL Xti� a IN POWER POLE q4 PL I 4 1 I_ �` 62 \ Z F.F� 1 I I 8 I� e F. ( ISSg -$S NH 1� I f 39ff8� i� 9• F 6'ven ELcv = 3a7.5s ENE J) �NEw[ zYF6 2 c 6 \ / I ' 398.03 I RIN MAN. E ( 9154 x T 398.03 Ibm . 39.03 I 1 6 ' $S STUB1 ' CLER A 1 I J396.4&. 1 _ I SrA. 1 +61.7 _ _J I BACK OF W �AT_fL020 ft /ftl SI T/y 5+5318 g 4 EL � �/` {/ / 436 oFf. 15.2 Q t I--C sv�ict LaCA1LQN3 IOEE' �9& 1� •--3�• OF. Lt+ _ •'' LD C7 / ! / LAWN C 7.3 L I c -- 1 ! III AT SURFACE ( \ LAWN - - - - - !- - - I 3� j - - 300 0' - - Z E SS STUB - -2 PS LF tY -- f cl - ■� \ toa:-F 8'- SEE t Qcit � � .�{{ \U � N 01'0,'53' E 9 = \ ,}, @ 0.006 Fr /FT r FF 3 !��' /%l END. i" IRON PI vet ty� LAWN SSPdFI / ACCEPTED POSiTI N X39 �' ' RIN= 395.28 b 8\ �� NEW 5 Y{le 3. YJC t i V- 369.88 \ A., `rym = C�. \ RIM c 3 . 19 Yrr L NN.1 Y8' rfPE 12 'Alm a 396.60 : 36 29 R,M [3". 4e a 390.30 IL.E. / S.f 3aF8.Y + So r.f /2.. A• Si 36.8 � � . i STA. 3 +"73.� ' @ o.olr FT /Fr F, ro.2 R - p \ or-F. 13.0 R oFF. 19.8 t , 87]3 -1$ TYPE 1 i Lift" (NATCN 4 L@ D. f[9 Fri( -r• cr _ •. 7 X k M7 OF \ \: . o 1 F . - t L a .O RENTON HIGHLANDS NO. 2 coo4Fr/Fr VOL .57, �PGS.92 -98 CORRECTION PLAT }) \0 \ \` \ 2 '` BLOCK 4. I KI KLAND AVE. NE /-§O HYD a /\ 1 ., / \ / /HV-A � -- PY, NA Q e G' W _ IN PM. Q ° CALL BEFORE You DIG COMPOSITE UTILITIES PLAN 1 -800- 424 -5555 SCALE: 1 " -40' FOR FIELD LOCATION OF UNDERGROUND UTILITIES GRAPHIC SCALE (wi'am') Z 1 imh - 40 ft 0 tE L.F E' (v 0.023 R {i 4 A1ZmJm 2 l a- n s�,nt i ssNtt RIM = 3215.25 P.IM= 383.98 IN V= 37,36'5 IN V- 376.78 -TYPE= c® RIM = 395.39 6012 Pr /Fr SSMN 0415 7T CONSTR0c76D RIM - 385. 39 ------- [•E. r 38L. Y9 SHEET NOTES 1. SANITARY SEWER BUILDING CONNECTION LINES SHALL BE 6' DIAMETER PVC EXTENDED TO 6' BEYOND BACK OF SIDEWALK AT 0.020 ft/ft MINIMUM SLOPE AND CAPPED FOR FUTURE EXTENSION. STAKE SURFACE AT EACH STUB END. 2 SEE SHEET 9 FOR PROFILES AND TYPICAL DETAILS. 3. SANITARY SEWER PIPE SHALL BE DUCTILE IRON (DI) OR PVC C 900. d 4. CONSTRUCT ALL SANTARY SEWER MANHOLES WITH 0.010 FOOT FALL THROUGH THE STRUCTURE 5. STORM DRAIN PIPE SHALL BE DUCTILE IRON (DI), CLASS 52, OR REINFORCED CONCRETE PIPE (RCP), CLASS IV, OR HIGH DENSITY POLYETHYLENE (HOPE) DOUBLE WALL SMOOTH INTERIOR BY *ADS, 'HANCO ' OR APPROVED EQUAL RCP SHALL BE USED AT ALL LOCATIONS NTH IaSS THAN 36' COVER. DI SHALL BE USED AT ALL LOCATIONS WHERE THE HORIZONTAL SEPARATION BETWEEN STORM AND WATER LINES IS LESS THAN 10'. SEE PROFILES ON SHEET 9 FOR MATERIAL CALLOUTS. LEGEND 0 CLEAN OUT ."_��m 81 I. SANITARY SEWER MANHOLE ��� t- / i�I _ f BLOW -OF 0 `►'vi- ' , •: FIRE HYDRANT vvv �j El - .�.a .y �Ti 19 ' 1 WATERLINE FITTING i¢ WATER VALVE 2� ROCKERY FACING WALL SANITARY SEWER PIPE 156 UNDERGPOUNT ' , ` STORM DRAIN PIPE c % + rrffzt7.�,:rri �Tr�. �!+rs���r - . -�'. �errae. ear•\ �{� '�Yf �4 �� ♦ A .I■<_�►�il `. A� a `1� it �t E.j 1R e-, It Iwo E SS MH A. 314}:93 40.2 r� ' ' 7 DIA ' 7 WO�Xi SET RAILROAD SPIKE E (NAT{ i cV = 396.33 OFF. 16._• N � % 399.3 SrA. +ao.v pp�� 5 �g REL Xti� a IN POWER POLE q4 PL I 4 1 I_ �` 62 \ Z F.F� 1 I I 8 I� e F. ( ISSg -$S NH 1� I f 39ff8� i� 9• F 6'ven ELcv = 3a7.5s ENE J) �NEw[ zYF6 2 c 6 \ / I ' 398.03 I RIN MAN. E ( 9154 x T 398.03 Ibm . 39.03 I 1 6 ' $S STUB1 ' CLER A 1 I J396.4&. 1 _ I SrA. 1 +61.7 _ _J I BACK OF W �AT_fL020 ft /ftl SI T/y 5+5318 g 4 EL � �/` {/ / 436 oFf. 15.2 Q t I--C sv�ict LaCA1LQN3 IOEE' �9& 1� •--3�• OF. Lt+ _ •'' LD C7 / ! / LAWN C 7.3 L I c -- 1 ! III AT SURFACE ( \ LAWN - - - - - !- - - I 3� j - - 300 0' - - Z E SS STUB - -2 PS LF tY -- f cl - ■� \ toa:-F 8'- SEE t Qcit � � .�{{ \U � N 01'0,'53' E 9 = \ ,}, @ 0.006 Fr /FT r FF 3 !��' /%l END. i" IRON PI vet ty� LAWN SSPdFI / ACCEPTED POSiTI N X39 �' ' RIN= 395.28 b 8\ �� NEW 5 Y{le 3. YJC t i V- 369.88 \ A., `rym = C�. \ RIM c 3 . 19 Yrr L NN.1 Y8' rfPE 12 'Alm a 396.60 : 36 29 R,M [3". 4e a 390.30 IL.E. / S.f 3aF8.Y + So r.f /2.. A• Si 36.8 � � . i STA. 3 +"73.� ' @ o.olr FT /Fr F, ro.2 R - p \ or-F. 13.0 R oFF. 19.8 t , 87]3 -1$ TYPE 1 i Lift" (NATCN 4 L@ D. f[9 Fri( -r• cr _ •. 7 X k M7 OF \ \: . o 1 F . - t L a .O RENTON HIGHLANDS NO. 2 coo4Fr/Fr VOL .57, �PGS.92 -98 CORRECTION PLAT }) \0 \ \` \ 2 '` BLOCK 4. I KI KLAND AVE. NE /-§O HYD a /\ 1 ., / \ / /HV-A � -- PY, NA Q e G' W _ IN PM. Q ° CALL BEFORE You DIG COMPOSITE UTILITIES PLAN 1 -800- 424 -5555 SCALE: 1 " -40' FOR FIELD LOCATION OF UNDERGROUND UTILITIES GRAPHIC SCALE (wi'am') Z 1 imh - 40 ft 0 tE L.F E' (v 0.023 R {i 4 A1ZmJm 2 l a- n s�,nt i ssNtt RIM = 3215.25 P.IM= 383.98 IN V= 37,36'5 IN V- 376.78 -TYPE= c® RIM = 395.39 6012 Pr /Fr SSMN 0415 7T CONSTR0c76D RIM - 385. 39 ------- [•E. r 38L. Y9 SHEET NOTES 1. SANITARY SEWER BUILDING CONNECTION LINES SHALL BE 6' DIAMETER PVC EXTENDED TO 6' BEYOND BACK OF SIDEWALK AT 0.020 ft/ft MINIMUM SLOPE AND CAPPED FOR FUTURE EXTENSION. STAKE SURFACE AT EACH STUB END. 2 SEE SHEET 9 FOR PROFILES AND TYPICAL DETAILS. 3. SANITARY SEWER PIPE SHALL BE DUCTILE IRON (DI) OR PVC C 900. d 4. CONSTRUCT ALL SANTARY SEWER MANHOLES WITH 0.010 FOOT FALL THROUGH THE STRUCTURE 5. STORM DRAIN PIPE SHALL BE DUCTILE IRON (DI), CLASS 52, OR REINFORCED CONCRETE PIPE (RCP), CLASS IV, OR HIGH DENSITY POLYETHYLENE (HOPE) DOUBLE WALL SMOOTH INTERIOR BY *ADS, 'HANCO ' OR APPROVED EQUAL RCP SHALL BE USED AT ALL LOCATIONS NTH IaSS THAN 36' COVER. DI SHALL BE USED AT ALL LOCATIONS WHERE THE HORIZONTAL SEPARATION BETWEEN STORM AND WATER LINES IS LESS THAN 10'. SEE PROFILES ON SHEET 9 FOR MATERIAL CALLOUTS. LEGEND 0 CLEAN OUT O SANITARY SEWER MANHOLE CATCH BASIN TYPE i ® CATCH BASIN TYPE 2 OR SO MH f BLOW -OF 0 WATER METER X FIRE HYDRANT X REDUCER 19 THRUST BLOC( WATERLINE FITTING i¢ WATER VALVE 2� ROCKERY FACING WALL SANITARY SEWER PIPE STORM DRAIN PIPE WATERLINE .-- �- SWALE • AS- %i La Se -MF STV6 1200L\ �w 39 RIM . 31aY. Q- • SS2-SS MH I•E b "Co)-383.j5 �38k5t (MATCH)913Y•2.'I IE 39;L@; -1576.71-1 STA. 51+75..827 OFF. +2:9136 10.21 L SD2 -CB TYPE 2 -487 �\ i RIM 380405 E - So STA. 511 9&99 9AL t4 TOP�38 3 OFF.1..5AL6.95 1 Nv -374. Itd V- 374.21 37 LF 8' 0 PVC SS 0 iL \ =372.3 ft/ft TOP -380.2 SS1- CONNECT TO INV= 375.54 ` EXISTING SS MH _ Eg37d�889 - - bb Oil y �- �'ry .... �tibd oa CONC. WALK � 3E3.3i 5 W 1G$- I&T n CONNECT TO EXISTING SD u" IE 373.63 (FIELD VERIFY) r.: 1 CB TYPE II TOP- 380.39 INV= 374.24 NE)i2" INV = 375.69 .W INV - 376.29 NW)8" MV= 373.59 N)24" STM- 373.09 2 -CONC. PLUGGED _ S t9� a s� SSMH RIM= 380.42 !NV= 369.57 Taylor„ Enginsering �,MM Conaultan�a 24224 S.E. 28th Street, Issoquoh, WA 98029 s e/IOM tel. 425 - 391 -1415, fax 425- 391 -1551 g - - -° REC0 ED COMPOSITE UTILITIES PLAN a FOR 9 PRO VA BY z wr#9 -.rp BY '••rf -'►e o BY 9/�, A VvwP -27 - 2 7Nt SCANNED OCT - 81999 1H/- 27ikoi (.4 27i>r•j st,ft., C) _ 2 7>'<b / % y .% 5 C. l/) SCANNED NO'1 - S 1959 FX LL #160 # _09-7%p a Vv /I n n IZ 1 H Q O p U p z Q Z Y Lil � J Y L'- O i I a_ ao ar r� q ®p pE E..4 3 �z 73 w CL o 9E °1N c ®71 crn o� 0.c-, Ealpr 420......._ ....... .... .. -------------- .._......._......._.....................------ = n r �� W :....... . ....... .... .- � � rc � W PROFILE NOTES CLEANOUT DETAIL SPECIFICATION REFERENCE ya � FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN V VALVE OPERATING NUT EXTENSION B090 NOTE 3 1. VALVES AND BENDS NOT SHOWN ON WATERLINE PROFIE FOR It DI SO 0 O.Aft/ft v' n :y i SS 8997 I WATER COMPLETE THE WORK 1,1110 ARE NOT SPECIFICALLY o ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i SEE EMEERG. ACCESS ADJUSTED- N F1l8SH. GRADE Z CLARITY, SEE PLAN 2. INVFRTS:FOR SANITARY SEWER MANHOLES ARE LISTED FOR ACCORDANCE WITH THE APPLICABLE MY STANDARD PLAN r� ro - N P alaaYe D3J91 /DffIQ �vy. ......... .........9 PROFILE FOR CONTINUATION °ai .. CONN.:NEW DI n N m .... CPjIP. OF -. STRUCTURE, CONTRACTOR SHW CONSIRUCT . .........:...... " FINISH GRADE_ CL °. P . MANHOLES 'WITH 0.01 FOOT ' DROP THROUGH STRUCTURE � ft ft I . .. ...: 8'f- RYC " ft I t .FIELD VERIFY aEARANCE BET EEN EX WATER AND NEW x CONN.: NEW 8'0 DI WA71R TO EX x . a 8'f DI WATER 65 ACCESS PROFILE I 1 I STORM. E LESS THAN 18' PRGicCT EX WATER LINE AS TCIOW15: MAINTAIN 6' MN. CLEAR (IF LESS THAN V MIN. E 376.78, W/36' MlN. COVER 37 LF 8'0 PVC "' 400......: .......:CLEAR PROV E-. *I?UWV. PAD: BP .vJRN.PIPES.AT.CRQSSMG),. �. EIOSTING GRADE CL ...S SS 0 0.023 ft/ft (TYP) 4�_'5 - PROVIDE DUCTILE ICON SD PIPE WITH NO MNIS FOR 5' MN. �I� .ON EITHER SIDE OF CiOSSFNG- - •I 1 41--A LF 12'0 RCP SD O e.em ' 195 - I . 0. do -4+ LF 12' HOPE ft ft ......... T ... t ...1 ...... } E .....:... T ...:.. : SD O EX 81 W I : cewa�tE lI I : t a g 9vG. nal �Tpy I I I 1 I W I i Z 1��wi 383.70 I 11E38296 3801 ...... ......... I s 1 .... ..... I � .... . t .... I 3ggo3 r e ......... f . . .. E i;; LF 8'f: PVC 1 0 007 ft/ft - S7 15-1F 1270 HOPE SO a o m3 ft/ft j I i ups c - `PIPE OUTLET, E 38744 ♦ Boob ( 8'f PVC SS 086 ft/ft SEE EMERGENCY ACCESS PROFILE 0+00 1 +00 2 +00 3 +00 t +00 5 +00 - 6+00 KIRKLAND COURT PROFILE p„A HSCALE: 1' =40'; VCCALE: 1' =10' r si 400: = n r �� W :....... . BLOW -OFF (2') 3 � � rc � W In CLEANOUT DETAIL SPECIFICATION REFERENCE ya � FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN V VALVE OPERATING NUT EXTENSION B090 NOTE 3 L'3 , It DI SO 0 O.Aft/ft v' n :y i SS 8997 I WATER COMPLETE THE WORK 1,1110 ARE NOT SPECIFICALLY o ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i SEE EMEERG. ACCESS ADJUSTED- N F1l8SH. GRADE Z EXISTING AND FNI91 GRADE ACCORDANCE WITH THE APPLICABLE MY STANDARD PLAN r� ro - N P alaaYe D3J91 /DffIQ �vy. ......... .........9 PROFILE FOR CONTINUATION • I .. CONN.:NEW DI cd 0+00 1 +00 2 +00 3 +00 t +00 5 +00 - 6+00 KIRKLAND COURT PROFILE p„A HSCALE: 1' =40'; VCCALE: 1' =10' r si 400: = n r �� W :....... . BLOW -OFF (2') 3 � � rc CATCH BASIN (CB) TYPE 2 In CLEANOUT DETAIL SPECIFICATION REFERENCE ya W F FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN V VALVE OPERATING NUT EXTENSION B090 NOTE 3 L'3 , It DI SO 0 O.Aft/ft v' n :y i SS 8997 I WATER COMPLETE THE WORK 1,1110 ARE NOT SPECIFICALLY o ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i SEE EMEERG. ACCESS ADJUSTED- N F1l8SH. GRADE Z EXISTING AND FNI91 GRADE ACCORDANCE WITH THE APPLICABLE MY STANDARD PLAN r� ro - N P alaaYe D3J91 /DffIQ �vy. ......... .........9 PROFILE FOR CONTINUATION • I .. CONN.:NEW DI 386.17 tY WATER TO EX aff 12'0 PVc.SD 6 ft ft I 8'f- RYC 162 B P = o ft I t SEE EMERG. 0 &007 ft/fk I E 37 . 65 ACCESS PROFILE I 1 I 37$.7E I E 376.78, 37 LF 8'0 PVC "' W I^ n SS 0 0.023 ft/ft ill.j mm wl� o UI to N .n rn 3 N 7 M �i & SaI 32 +00 50 +00 51 +00 NE 18th STREET PROFILE HSCALE V-40'; VSCALE: 1' =10' - V -6' 1'-0' FINISH WEDGE GRADE W FA CI :�` r °o � 00 q•o 1° 4' ASPHALT CLASS '8' 400 . ...� ......... ............. ............ . ........... - ....................... . m .t" cn �Q : ...... ------ w - 2 EXISTING AND r� FINISH GRADE PVI STA - 10 +75 PIA ELEV - 396.50 AD: 46'-19.92 ..... _ .....1. .. ........................ PN STA = 11 +40 y K = 3.66 PTA ELEV = 389.50 a 420: .. , .40.00' :.VC . ..... AD.'= 8 64 ............................ K = 4.63 ' 4000' VIC $ �.... w ... ....... 8' DI WATER , ' �' b ± a° r'29 LF:12' RCP SD 0 . &,PAS k /ff W/36' MIN. &' 5 3 PIPE OUTLET 400: COVER 11P .: m m .. x m .. ( lE 38�. 8- DI WATER W /36' O.16X "' FINISH GRADE CL NIN. COVER * EXISTING OR 127 OI SO 0$619 to8 : �S CL IOSWALE, [ft/ft, SEE 18TH 34• LF 8' PVC SS : 76 p RT SI[� STREET PROFILE Aae 6 0 9:0p ft /ft, I " . .. E •82 U:12'' P - FOR CONTINUATION SEE KmtLAND - COURT PROFILE 9eat.c. 1 386.17 3YZ .... I .... 358tH 127 PVC SD Oa.M - III f I -- O cv r- � C M cV N M M I 60+00 61 +00 STORM DRAIN EXTENSION PROFILE HSCALE 1' =40'; VSCALE: 1' =10' o OVER 6 CRUSHED ROCK BASE HIGH WATER - PREPARED SUBGRADE _YR STORM *NOTE WEDGE SHALL BE 4' 2'1 1' 2'f HIGH EXCEPT 3' AT DRIVEWAYS ASPHALT WEDGE CURE errs 1 1 FINISH GRADE 3 (TYP ASPHALT CLASS B �_ AT PAVEMENT EDGE *BIOSWALE SHALL BE HYDROSEEDED WTH THE FOLLOWING SEED MIX (OR Z 0 OVED EQUAL: X yf! lam X GERNINATION 0 6' Perennial rye blend 70 98 90 (LoIMm perenne) CRUSHED AGGREGATE Chewings and red fame bleed 7 98 90 BASE COURSE (Festuca rubra w. =nmutata COMPACTED SUBGRADE or Festuca rubra) PAVEMENT SECTIONS fy BIOFILTER SWALE !� ILLS SCALE' SCALE: 1' =5' v ww ,9®27 -s' Ip* UNDISTUR BACKFILL AGGREGA �►�M -rte �r 61 r• I I 1 I 162 ' 240 IF 8'4 1 SS 0$68% I ...... ..''18 �ggg I I cv I IE yam• yT�( IW IE 38N•'Jb I I a: IN 39i 7. iQf�... SEE 18TH STREED PROFILE "',7S 10 +00 11+00 12 +00 EMERGENCY ACCESS PROFILE HSCN_E: 1' =40; VSCALE: 1' =10' BLOW -OFF (2') 3 � � rc CATCH BASIN (CB) TYPE 2 In CLEANOUT DETAIL SPECIFICATION REFERENCE 4001 ...... No- FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN V VALVE OPERATING NUT EXTENSION B090 NOTE EXISTING Lil¢ .26}FF 8'µ pVC PROPO n :y i SS 8997 I WATER 1~SATER I N18 I QWb LF 8'f Aw 3�a9B o IE 369 3 0 +00 1t00 N. ACCESS DRIVE 4SCALE: 1' =40'; VSCALE: 1` =10' TYPICAL TYPICAL PAVED AREAS PAVED ARE ImoM I _ STORNv" BEDDING FOR SANITARY SEWER PIPE Q °3� - I BLOW -OFF (2') DETAIL REFERENCE SS 0 ft. 8012 CATCH BASIN (CB) TYPE 2 B027 CLEANOUT DETAIL SPECIFICATION REFERENCE CONCRETE CURB AND GUTTER F001 FOLLOWING IS A UST OF ITEMS TO BE PROVIDED IN FOO5.1 VALVE OPERATING NUT EXTENSION B090 NOTE ACCORDANCE WITH CITY OF RENTON STANDARD PLANS. IN o x ADDITION TO THIS UST, THERE MAY BE ITEMS REQUIRED TO n :y v COMPLETE THE WORK 1,1110 ARE NOT SPECIFICALLY IE 38F.45 ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i DETAILED OR REFERENCED. THESE ITEMS SHALL BE IN 3&7. if ASPHALT PAVEMENT DEPENDING ON LOCATION. ACCORDANCE WITH THE APPLICABLE MY STANDARD PLAN r� D +00 1+00 MERE AVAILABLE. CONTACT THE ENGINEER FOR DIRECTION IN THE EVENT OF DISCREPANCIES. UNTIL DISCREPANCIES S . ACCESS DRIVE ME CLARIFIED OPTION. IN WRITING, BAS BIDS ON THE MOST HSCALE: 1'=40; VSCALE: 1' =10' L. „= t <■ ITEM CITY STD. PLAN ASPHALT PAVEMENT PATCH H032 BEDDING FOR SANITARY SEWER PIPE 8077 BLOW -OFF (2') 8104 CATCH BASIN (CB) TYPE 1 8012 CATCH BASIN (CB) TYPE 2 B027 CLEANOUT CEANOUT CONCRETE CURB AND GUTTER F001 CURB RAMP FOO5.1 FINISH GRAEE MATCH SURFACE FINISH SAUJFWJACE SHORING I I - TO BY CONTRACTOR DRIVEWAY APPROACH 1005.2 FIRE HYDRANT ASSEMBLY 8102 DESIGN FLOW CONTROL CB 8029 GRATE INLET 8023 a• SANITARY SEVER "SHALLOW MANHOLE' TYPE B 8072 _ 24224 S.E. 28th Street, Issaquah, WA 98029 epG _ B RECONRviENDED PROFILES AND DETAILS FOR APPROVAL ac 8089 ` ®(,� LT SHACKLE RODDING AND TIE BOLTS 8078 I 11= o SIDE SEWER INSTALLATION ^ �^� - a THRUST BLOCK B085 11- 8 VALVE OPERATING NUT EXTENSION B090 NOTE o x PROVIDE 14' WIDE DRIVEWAY APPROACH, CENTERED ON LOT FRONTAGE FOR LOTS 1 THRU 6. PROVIDE 20' WDE v a_ APPROACH AT FIRE LANE THE REMAINING LOTS SHALL BE d ACCESSED OVER ASPHALT WEDGE CURB OR FLUSH ACTUAL SIDE IN SLOPE BY 0 °0 0 0 o io i " ASPHALT PAVEMENT DEPENDING ON LOCATION. CONTRACTOR ° 1R o °o O a° m o° °o o ° :r - N P alaaYe D3J91 /DffIQ �vy. ......... .........9 SEC11C+1 0) §g(B ) 21F� /f 3 INCHES 2 -MAN 1 -MAN 4 FEET 6 INCHES 3-NAN 2 -MAN 6 FEET 9 INCHES 4 -MAN 2 -MAN 8 FEET 12 INCHES 5-MAN 2 -MAN TYPICAL ROCK FACING 4 NTS 12' MAX. 6' NIN. ITRENCH WIDTH NOTE AS QUIRED 1. CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING INCLUDING STABLE SIDE SLOPE AND /OR SHORING REQUIREMENTS. 2, BACKFILL WITH STRUCTURAL FILL IN ALL AREAS UNDER PAVEMENT VEHICLE AREAS, AND STRUCTURES. COMPACT TO 95% MAX. DRY DENSITY. TYPICAL PIPE TRENCH a.T.& Taylor Engineering �- 91 Coneuitanta _ 24224 S.E. 28th Street, Issaquah, WA 98029 epG tel. 425 -391 -1415, fax 425 - 391 -1551 Buie 6/10/08 RECONRviENDED PROFILES AND DETAILS FOR APPROVAL /iY / 9J BY a. r W -a6 -tr BY A- NNNNAIA _ SCANNED OC. $933 z 3♦te (S� $k o1A ,5'Ca.LiS SCANNED NU'I - 1 1998 �; +`?' % 8 % '�� v 2 7:� ? _ IF F%w_LL ff-mmml60 0 -9 1, o .24 ® .o