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HomeMy WebLinkAboutzW-3811 SetM 0 rn k CL 159k a a S a w ei W s °m N 0 N m V U 3 a 01 V __y al odc � I0 LO 3 �© N o� ,, ; �Q CUCU -21 a� .� W i 60M.4 101 a q h � Q Q a a o _ ••Z I _ . M �� VICINITY MAP 0 SCALE: ,•_z00 SW SEC. 20, TWP. 23N., RGE. OSE., I 1_� 'I,< ----------- � ,;. �� ------------- �� �1� W.M. '_�100 I � 1-1 ----------- '**��_. .1 1140 . 4 )�I N-11 ----__--- �--,- - -�% --- -------- -30--)NN�* � I . . I-. - - -, - '' - I --- �� � � - 0 SHEET INDEX ��1 ---------- --- -��, r ♦, TFC A \ . _ - ow--- ... � . ., FI�Q .�, - - _ _ w ....... � - P C1 FIRE SERVICE EXTEHS/�IVPLAH- - - -' -- .. `, ..--. .. /I� `� TF F CZ FIRE SERVICE EXTENSION (VOTES AAAV DETAILS �Q TFC �'�;� ) �" � � �. F. /-----_. o �,` TFC �' ` . . . . . 44'-4' D/ '/ / . / - . . . . . . \ �� PROJECT INFORMATION TFC ,., , / N.17257 .2291 - - �\ TFC E.1662 .802D /. BUILDING 25 OWNER. WE/DNER /NVESTWENT SERVICES `� - " - 4 rAP CONNECnoN " - \ ,.., 9757 JnJANI TA OR/YE NE, SUITE 300 �-f- TF - . . . . �! _ I : . . . . �, o < TO . 8 D/ WA TER PER KIRKLAND WA 98034 �'� ! . . . . ._ .DETAIL SHE£T C2 o` \ T � �\ 425-821-38" F! / / - �� TF CULVERT 7005 � �, ; ; � '� . _ _ - - - - 12" CONC !E 300.74 / \� BUILD/NG 25 ARCHITECT. WE/DNER INVESTMENT SERVICES ► CONTACT.- MICHAEL IVANCIC - . / - >3 A 4MENT PAC . _ _ . 425-250-2975 PER C: o: R. DETAIL, . - . - - . . �I sr� Er c2 AND � - � T . F �. 211" OTL-. 1NIS SHEET \ BUILDING 27 OWNER: EAGLE POINT ASSOCIA TES, LLC / >� ` / - 9757 �/ANITA DR/VLA NE SUITE 300 t �h7 1 /�� ,i Tin" / - -\ - - - - .���� / /� KIRKLAND, WA 98034 / / \ . - . . . . - . � CONTACT.• MICHAEL / VANCIC GRADE BANK AT 2H: 1 V xi:' / ,(,�{� \ �1 �, 425-250-2975 MAX SLOPE TO CREA 7F I I �%-A � - . . � . . / / "46��r / LEVEL PAD FOR VAULT. a i , / ' �, / .� - - . VAULT RIM - 305.75f It / - - . - n - - - - - - - �o P �' BUILDING 27 ARCHITECT. ROGER H. NEWELL, AIA , '� , ' 4'��L /. i \ - . - - 206-322-1192 11 > j �, ,o� % /.� ' / ...............F �� i EX. WW 7/ \� 4 DETECTOR DOUBLE CHECK -- -. i i . / / ,� CONTRACTOR. CaWPLETE CONSTRUCTION I VALVE ASSEMBLY IN VAULT >�'. / Ex. CONI. � % � � c� CONTACT. ROBERT JOHNSEINE PER C.O.R. DETAIL, SHEET C2 ��i } r / �' tiFs 425-821-3844 / - ? } \� ��� �� `/ EX. SIGN �'` / - \ ENGINEER SURVEYOR: TR/AD ASSOC/A TES .:, : �`, / ; `� 20300 WI?OIDINWLLE SNOHO�A�tIS'H RD NE r/ ► % �i �. CUL VERT 7004 SUITE A / NINWLLE, WA 98072 11 EX. / / // 12" CONIC !E 303.10 3fls : CONTACT.• RICHARD A. TOMKINS, PE DEC / �� / /� #$ /11 425- 415-2069 CLEARING UMl 1 S (TYP} / ` - 3 s j // / �� :: / ,/ .-. -----� /, �. } .. PERMIT NUMBERS: 73 =4" DI {} / Y� . !/%, ,/ "I ,I :: " } / , �Q /� J ,Y . - . :: :::::::::::::::�:::::::::�:i:�:!:�:iL . . . . . . /// 0. $} 4 - \ / U77L TY PERMI T 015000370 ASSOCIA TED W TH i # t, . 1' ,,q a 1 � V / BUILDING PERMITS 814005807 & 8)4005808 RESTORE cuReiNc : 7` 2 / ����. a/ / AND LANDSCAPING :ii{$ / �. / _ {} DISTURBED BY t: / , // EX 1-20'"M EX 1 WATER LINE }ti 1 / �3�$ _ - + / o� CONS%RUC%TON }} �` EX. 1- 30 "M i h%,. �. - _ - - _ ., (Typ)• ;� x / �� j // EX. 1- 34 "M EX. 24 F ,.-, V -, " �.; .,.. �' . // �o - - /i /. � ' � / . //- / /_ ,.......... - � . / 1. �\I iii �. / �, - - - - - - - - - - - - -/ /// _ . . - . . _ . / / . . . . . . . . / _// / SEE BUILDING FIRE SPRINKLER PLANS (BY OTHERS FOR / �i SUPPL Y/STANDPIPE CaVNEC7lON 70 BUILDING. G EX. \ ��- -- --i - - - - - - - v' /� _ _ - -� f o - - - -=__:._-__:7-: ---......I - - -- - - - - -- - - - - -- - -/-- ------ �� , 0 j %�' / 3` MINIMUM COVER REQUIRED OVER ALL PROPOSED1111 -- --.-.-.w.-. .w-.-. -w-� -./w-. - w --y-__/ WA 1ERWAIN AND SERVICES. UNLESS OTHERWISE %1 ---- - -.--------------------- -. ` / . -. Ex.1oM NO7FD,WA71ERMA/NTOBEINSTALLED SUCH 7HAT - . - . . - - N: -172468 1199 - - / . . . . . . - y ISCX.A TED HIGH AND LOW POIN7S ARE NOT CREATED /.. !0 }1. &,- - - - - - - - - - - E: 1662065.4617 - - - - /: i �� PAINTS OIF CONNECTION. }i 1-22 1/2` BEND- (MJ) - - - � / - - � - - - �� 312 v W/ GONG BLOCKING / i i,� t;• , / - ---- --- - - - --- - -- -- -- -- - - - - -- -- - - - -- - -- -- ---- -- - . -- -- -- -- - 3� �� . . - - - - - - - - . . . . . . . � - - - - - - - 1 _ 3 OIRDER Tiff CON1R0lL/�IL TER ANY UNUSUAL 1 I y EX. 10 "C Y CONCEN 1 RA 77ONS OF 7URB/D WA TER. KEEP OFFSITE 1. 16 \ - - - - - - - . I . � �. - /- - - - - - \ � - _ . . . . \ \ ........ .1 S`7REAM CLEAR O0 I'll, *::!:::::::::%:::8:F MUD AND DEBRIS AT A.......LL TIMES. i. PROPOSED� �11. I'�,�,.�,�,��m%l�ll,�%11411-111�k,�",-%�m%���IM.N��m I - I , I " I Mw �_ -mm , ;1: . .. ::.4:::%:! ., ` 18 MIN \ - `, BUILDING 27 M . - . I .43'-4 ". D.! _ \ M, CONCRETE BLOCK/NG FOR HOIR/ZOINTAL AHD DOWNWARD f7RE DEPARTMENT CONNEC77ON (TYP). INSTALL AS DIREC7F0 -� � I_ VER71CAL BENDS PER RENTON STANDARD PLAN 330.2, SEE LOCA 710N OF EXISTING U71LI77ES SHOWN IS APPROX/MA 7F (RENOVA TION) • BY FIRE DEPARTEMENT. i I l \� DETAIL SHEET C2. . AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT /S THE ,. .i I.....-._ \\ , �,1,,,, , , ,,, ,, ,,,,F .t._.,.., .., ,�.,���... ...... , M� t COWTRACT17iR'S REST'OINSIBIUTY Tn FIELD VEf?IFY LOCATION RISER Roots (SEE � - - I j 3�6 �\ OIF U77LI71ES PRIOR TO PROCEEDING WITH CONS7RUC770N, ARCHI7L�C7�5 PLANS) . .1Z 1 \\ EX. 12 "DEC PA VEWNT RESTORA 7ION SHALL BE AS PER Y�1 MUST CALL 1-800-424-5555 NOT LESS THAN TWC� . _ _ . .._. _.. _- . FFE A T DECK FFE EL. = 322.46 , - I 774F I'`JTY nF )?FNTtW 7PFAMW l?,FSTfWA 771W FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA TION VAL VE /i EL. 322.46 f I �' 1 SA bIREU �PA VEMENT \\0 ALONG IRE SERVICE \ 0- 4'-4" DI (_ _ _ /� 11 E / - - I , - �- - 'I - - - ALIGNMENT. INSTALL -4- \ Q - _ - ` �� -1' STq , / - I. Dl WA 7FRLINE (BEDCNNG \ , -/ _,, `, I 1, ,�,,j I- _______ 11 1, ­_ I - - , - �Iq� 11 I __�,�%_, � 1 -_ . \ I.""; / I � ­". "? - % I -_ '..­/_. I '' - _,�' '"' / , I .� / // 1'1� 101*1- --I %__ ' '�­"' ��11 1 "', __, // " __ I , "I"', I / � 10 .0 , � . I �­ cp �� P 11, lk / /1� ` UW/ CONC BLOCKING / / iii 'r / t J CA r __'_ a.�aoo / A-10.i'3�18� I. 1404 L=J41B - S .� __ Q11 1 5 �� ���a �_ 3 i �htSANl, S _ .. iV ARCEL ID _ y� '. -•.11 _-I , I 7 14. 3. Bb}4d 12.00001I/ G[ lk� ��, LQ? r ,j 1 { n Lk 44• 0. PU:JI -2 I 11 _.j -I Yom_........ a {.� z O s 5 If /I , L.. .. I oFrlr -- 13 , i. o" ;� /1, - 11, , ,; \, I ' fi 11 / 1.L A a C 3 . ' 3} 1 / +rte �) �` A ly ,. ,, i ,. ,�_.... , ,,, ., 1, .. p 10 11 It b cq / I11 . I IIIIIIIIIIIIII � r a 3 1. ' a h� a 1.0)-, �\ ...'7 t Z;' 0 so 100 - i ..1 ' 13 1i� �-' 4 Zp 12 i 4, L J f .t !-Sv r f !moi 91 I / 5 5 r S 5 / I "I �I (, 1303+ i11 "'r S �' O , . r I � i � r 24 S j$ � P .: sY c - ,_ 1 �/. �. r t 1 5 :,: s, �. ✓ - iS j .. _ PLAY , 23 S' 974RA 3F � FtR6A - - PARCkI, il) "- I _ 134)5 . 8644139000 _ �_ _ / I � g: , "". 7497I� 2ts r ~ 1. " " 1443..11 / �✓„i; 2S- Ste, 9 '; S Sfi i =;,:. //// / 36 /4Ii , 405 , � s . �; P ... % l /C. ,sl C.,j'.. /. - - 'It /� _� I k 14,1 ;' v IS .aI . i11 � 9t, , 30,_S� , V y ,; ,Y' IAsINURY n. ,, .,.. V f r 6.'. '.., F ..'' P / ^ - - P 3 , 9y.�. ,' glQ 37 _, '� �11 << 4, f . - 3i _ i C , i.. fi I, SITE ti R u ,� I IS,. y - U ,'� i._�, L' TENNS 0011 CbE7RT - ;t ,/S, ¢ I 2 36 . ,i P. i r ., `-- _ -- - I _. - _.._ _- Vf' S - ­=-­= �I i�� lI ...� ° P , �,� , �> VICINITY MAP 0 SCALE: ,•_z00 SW SEC. 20, TWP. 23N., RGE. OSE., I 1_� 'I,< ----------- � ,;. �� ------------- �� �1� W.M. '_�100 I � 1-1 ----------- '**��_. .1 1140 . 4 )�I N-11 ----__--- �--,- - -�% --- -------- -30--)NN�* � I . . I-. - - -, - '' - I --- �� � � - 0 SHEET INDEX ��1 ---------- --- -��, r ♦, TFC A \ . _ - ow--- ... � . ., FI�Q .�, - - _ _ w ....... � - P C1 FIRE SERVICE EXTEHS/�IVPLAH- - - -' -- .. `, ..--. .. /I� `� TF F CZ FIRE SERVICE EXTENSION (VOTES AAAV DETAILS �Q TFC �'�;� ) �" � � �. F. /-----_. o �,` TFC �' ` . . . . . 44'-4' D/ '/ / . / - . . . . . . \ �� PROJECT INFORMATION TFC ,., , / N.17257 .2291 - - �\ TFC E.1662 .802D /. BUILDING 25 OWNER. WE/DNER /NVESTWENT SERVICES `� - " - 4 rAP CONNECnoN " - \ ,.., 9757 JnJANI TA OR/YE NE, SUITE 300 �-f- TF - . . . . �! _ I : . . . . �, o < TO . 8 D/ WA TER PER KIRKLAND WA 98034 �'� ! . . . . ._ .DETAIL SHE£T C2 o` \ T � �\ 425-821-38" F! / / - �� TF CULVERT 7005 � �, ; ; � '� . _ _ - - - - 12" CONC !E 300.74 / \� BUILD/NG 25 ARCHITECT. WE/DNER INVESTMENT SERVICES ► CONTACT.- MICHAEL IVANCIC - . / - >3 A 4MENT PAC . _ _ . 425-250-2975 PER C: o: R. DETAIL, . - . - - . . �I sr� Er c2 AND � - � T . F �. 211" OTL-. 1NIS SHEET \ BUILDING 27 OWNER: EAGLE POINT ASSOCIA TES, LLC / >� ` / - 9757 �/ANITA DR/VLA NE SUITE 300 t �h7 1 /�� ,i Tin" / - -\ - - - - .���� / /� KIRKLAND, WA 98034 / / \ . - . . . . - . � CONTACT.• MICHAEL / VANCIC GRADE BANK AT 2H: 1 V xi:' / ,(,�{� \ �1 �, 425-250-2975 MAX SLOPE TO CREA 7F I I �%-A � - . . � . . / / "46��r / LEVEL PAD FOR VAULT. a i , / ' �, / .� - - . VAULT RIM - 305.75f It / - - . - n - - - - - - - �o P �' BUILDING 27 ARCHITECT. ROGER H. NEWELL, AIA , '� , ' 4'��L /. i \ - . - - 206-322-1192 11 > j �, ,o� % /.� ' / ...............F �� i EX. WW 7/ \� 4 DETECTOR DOUBLE CHECK -- -. i i . / / ,� CONTRACTOR. CaWPLETE CONSTRUCTION I VALVE ASSEMBLY IN VAULT >�'. / Ex. CONI. � % � � c� CONTACT. ROBERT JOHNSEINE PER C.O.R. DETAIL, SHEET C2 ��i } r / �' tiFs 425-821-3844 / - ? } \� ��� �� `/ EX. SIGN �'` / - \ ENGINEER SURVEYOR: TR/AD ASSOC/A TES .:, : �`, / ; `� 20300 WI?OIDINWLLE SNOHO�A�tIS'H RD NE r/ ► % �i �. CUL VERT 7004 SUITE A / NINWLLE, WA 98072 11 EX. / / // 12" CONIC !E 303.10 3fls : CONTACT.• RICHARD A. TOMKINS, PE DEC / �� / /� #$ /11 425- 415-2069 CLEARING UMl 1 S (TYP} / ` - 3 s j // / �� :: / ,/ .-. -----� /, �. } .. PERMIT NUMBERS: 73 =4" DI {} / Y� . !/%, ,/ "I ,I :: " } / , �Q /� J ,Y . - . :: :::::::::::::::�:::::::::�:i:�:!:�:iL . . . . . . /// 0. $} 4 - \ / U77L TY PERMI T 015000370 ASSOCIA TED W TH i # t, . 1' ,,q a 1 � V / BUILDING PERMITS 814005807 & 8)4005808 RESTORE cuReiNc : 7` 2 / ����. a/ / AND LANDSCAPING :ii{$ / �. / _ {} DISTURBED BY t: / , // EX 1-20'"M EX 1 WATER LINE }ti 1 / �3�$ _ - + / o� CONS%RUC%TON }} �` EX. 1- 30 "M i h%,. �. - _ - - _ ., (Typ)• ;� x / �� j // EX. 1- 34 "M EX. 24 F ,.-, V -, " �.; .,.. �' . // �o - - /i /. � ' � / . //- / /_ ,.......... - � . / 1. �\I iii �. / �, - - - - - - - - - - - - -/ /// _ . . - . . _ . / / . . . . . . . . / _// / SEE BUILDING FIRE SPRINKLER PLANS (BY OTHERS FOR / �i SUPPL Y/STANDPIPE CaVNEC7lON 70 BUILDING. G EX. \ ��- -- --i - - - - - - - v' /� _ _ - -� f o - - - -=__:._-__:7-: ---......I - - -- - - - - -- - - - - -- - -/-- ------ �� , 0 j %�' / 3` MINIMUM COVER REQUIRED OVER ALL PROPOSED1111 -- --.-.-.w.-. .w-.-. -w-� -./w-. - w --y-__/ WA 1ERWAIN AND SERVICES. UNLESS OTHERWISE %1 ---- - -.--------------------- -. ` / . -. Ex.1oM NO7FD,WA71ERMA/NTOBEINSTALLED SUCH 7HAT - . - . . - - N: -172468 1199 - - / . . . . . . - y ISCX.A TED HIGH AND LOW POIN7S ARE NOT CREATED /.. !0 }1. &,- - - - - - - - - - - E: 1662065.4617 - - - - /: i �� PAINTS OIF CONNECTION. }i 1-22 1/2` BEND- (MJ) - - - � / - - � - - - �� 312 v W/ GONG BLOCKING / i i,� t;• , / - ---- --- - - - --- - -- -- -- -- - - - - -- -- - - - -- - -- -- ---- -- - . -- -- -- -- - 3� �� . . - - - - - - - - . . . . . . . � - - - - - - - 1 _ 3 OIRDER Tiff CON1R0lL/�IL TER ANY UNUSUAL 1 I y EX. 10 "C Y CONCEN 1 RA 77ONS OF 7URB/D WA TER. KEEP OFFSITE 1. 16 \ - - - - - - - . I . � �. - /- - - - - - \ � - _ . . . . \ \ ........ .1 S`7REAM CLEAR O0 I'll, *::!:::::::::%:::8:F MUD AND DEBRIS AT A.......LL TIMES. i. PROPOSED� �11. I'�,�,.�,�,��m%l�ll,�%11411-111�k,�",-%�m%���IM.N��m I - I , I " I Mw �_ -mm , ;1: . .. ::.4:::%:! ., ` 18 MIN \ - `, BUILDING 27 M . - . I .43'-4 ". D.! _ \ M, CONCRETE BLOCK/NG FOR HOIR/ZOINTAL AHD DOWNWARD f7RE DEPARTMENT CONNEC77ON (TYP). INSTALL AS DIREC7F0 -� � I_ VER71CAL BENDS PER RENTON STANDARD PLAN 330.2, SEE LOCA 710N OF EXISTING U71LI77ES SHOWN IS APPROX/MA 7F (RENOVA TION) • BY FIRE DEPARTEMENT. i I l \� DETAIL SHEET C2. . AND MAY NOT BE ACCURATE OR ALL INCLUSIVE. IT /S THE ,. .i I.....-._ \\ , �,1,,,, , , ,,, ,, ,,,,F .t._.,.., .., ,�.,���... ...... , M� t COWTRACT17iR'S REST'OINSIBIUTY Tn FIELD VEf?IFY LOCATION RISER Roots (SEE � - - I j 3�6 �\ OIF U77LI71ES PRIOR TO PROCEEDING WITH CONS7RUC770N, ARCHI7L�C7�5 PLANS) . .1Z 1 \\ EX. 12 "DEC PA VEWNT RESTORA 7ION SHALL BE AS PER Y�1 MUST CALL 1-800-424-5555 NOT LESS THAN TWC� . _ _ . .._. _.. _- . FFE A T DECK FFE EL. = 322.46 , - I 774F I'`JTY nF )?FNTtW 7PFAMW l?,FSTfWA 771W FULL BUSINESS DAYS BEFORE BEGINNING EXCA VA TION VAL VE /i EL. 322.46 f I �' 1 SA bIREU �PA VEMENT \\0 ALONG IRE SERVICE \ 0- 4'-4" DI (_ _ _ /� 11 E / - - I , - �- - 'I - - - ALIGNMENT. INSTALL -4- \ Q - _ - ` �� -1' STq , / - I. Dl WA 7FRLINE (BEDCNNG \ �qNp� !,Q �F - AND BACKFILL PER C.O.R. \\ EX. 12"DEC - ------------- - - - - - -- -- -- - - -- --- -- - -- -- } Y a . x N ` „ , ,x„ , :,,,,,,,,,, T G / _I X WOOD � / STANDARDS) TYPICAL' \ . ...�..,.x , „.. � a.�. � ,, � , . ........... .r ....... ......... ...........�.. TA IRS _ _4 I- i _ F' �'0i4� / �: l / I - - - IZ SORE PAVEMENT.' �\ of ` ` _ _ c� 1 ` : : I (M,a Tcl?r ExisnriG�.0 - - _, THE FIRE SPRINKLER SERVICE SIZE AND LOCA 7rON SHOWN ,- � F . s = - , - J18 . . - - ON THIS PUN /S BASED UPON PRELIM/NARY INFORMA TION �� 1 _ u _ FFE A T BOTTOM ` - - _ ,qN T41) �. - � of STAIRS !� °wG, _ � r �,,, � - PROWDED BY 7HE PROECT ARCH17ECT AND UTILITYi. �.I 44N�Tq�R , EL.=314.29 �` �-_ ,�- .: -t=--`----.- 1.__ /'' ,.►'' ,�•'' '� N:_17242s.264s - - PURE. THE CLIENT/APPLICANT SHALL OBTAIN WRITTEN i` p - - ANG _, - _ i -- - _ / .! ,00 /. . . . . E• 1£62055.9345ii ACCEPTANCE OAF THE S'ERWCE SIZE AND LOCA 17ON FiROW } ii EX. WOOD ; _ - _ - ;XDNCR4� fE - iqq K - # / ,/' ✓ 1 45' BEND (MJ)F . R, STAIRS � � 7 i- _ - - - - - - - _ _ _ _ - = . _ i / . �'' . W/- CQNC BLOCK/NG - - - - - - - - - - - . 7HE PR04ECT MECHANICAL ENGINEER, FIRE SPRINKLER p _� __ - ,,• X11 - --------------------------- . x '11 DiESyGNER, PLUMBING DESIGNER AND/OR PLUMBING %46�, `� ��NFS f '� SrA,R ,�''` ,, •� �1 I CON7RACTOR PRIOIR TO CONS7RUC77ON. FINAL DESIGN MAY 1. f �1/D� N: 172399.6610 55 -4 Dl c • E•• 1661948.0010 " Nc /' , - . . . . - I. . . . . . . . . . . . . . . . . . . . d� 1-90 BEND MJ { ( ) 5 - 4 Dl � P ' ` - - _ E: 1662007.7067 .010 .►�' - ,,.� POST INDICA TOR � W/ CONC BLOCKING { 4'-4" Dl � `s¢ ` p 1-45' BEND (MJ) � . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - oD " VALVE 11 I ` �7 I W/ CONC BLOCKING I �I ---------- .00 aa { I%%ft 40, 1I . - EX.- ASPHALT . { ` I �+.. 5 / ' - . . . PARKING LOT - - - - - - - - - - - - - - - - - - - - - - . . . ,�, �• ` MIN �,► x I W< Z O1. - I .- I - , ,11 I I I .. .; - I , ,N � RISER RG ARCNlTEL I 040 4*# 1 rt N .b ft .040 i `'c � 3 '�m........................... ...... .. .. . p ��� 32� . . . _ . . W (SEE n PLANS) I I � : - - - - - - - - - . . . . . . . . . . . . . 4" D/ DRY STANDPIPE TO `tW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . EACH BUILDING'S RISER ED ROOM. PROVIDE D/ MJ p 25 FI T 17NGS AND 7NRUST BLOCKING AT ALL BENDS. ' l (EN T) �`�� ♦ EX. 22"CY ��- - - - - - - - - - - - - - - - - - - - - - . . _ 11---....--.p-- - - -. ...... 0 �� ----------­-- ----------------------- SCALE: 1" = 10' `-I W-____,_____,_ CONTINUES UNDER 11 - p - - - - - - - - - - - - - - - - - - - - - - - - - - DEBRIS--- - -- _ -- - .------------------------ - -- ^----- ! - - - - - - - - - - - - - - - - - - - - - - - - - - > 0 5 10 20 `: - . - - = EX. CfQIV.CR£TE -WALK - . . . . - . . 5 TRIAD ASSOCIATE -- ---- ------ '--------------------------� i. 1 X201 S 20300 Woodinville Snohomish Rd NE Suite A ■ Woodinville, WA 98072 p: 425.415.2000 f: 425.486.5059 w: triad associates. net k5CZ Ift 01�4_ J O � ze WF�ft� CC p � Q ftftft 2 ~ Q W y :t 0 W O � _00 O r%ft�i O y �3 W av zt PC !%� Z - t 14 1"% C9 vjift ki r N A N Q Q N y 2 O J m Z 0 0 2 3 R Z* 0 Z W QC 0 Is• V '1111111l����������������ill��������������� 111111 RIC14MW A. TSIOON% PE PROJECT MMAGBR ROBERT E WALM PLS PROJECT SURVEYOR AVIAlW A. 7M#GMS, PIE PROJECT RNGIlNl= PROM LANDSCAPE ARCMW FIRST SU11MMAL DATE: 118115 / /y5 SCALE: How» 1 =10' =i.:NIA I- g>- xf� STAW NOT VALID UNLESS SIGNED AND DATED JOB N0. 14� 192 S�6T N0. CloF2 OI N. 172417.4354 E•• 1661956.7158 �? Z � 1-4" TEE (MJ) .� W/ CONIC BLOCKING 7 aL] If00-- __, Q EX. SSMH N:172419.0811 '° ot m E: 1661951.9944 1-22 1/2' BEND (MJ) =, 1 , UW/ CONC BLOCKING z 161 4sp IN :�__,_� N. 172417.9359 --f { E• 1661932 0272 N• 172418 852111 z �qNp� !,Q �F - AND BACKFILL PER C.O.R. \\ EX. 12"DEC - ------------- - - - - - -- -- -- - - -- --- -- - -- -- } Y a . x N ` „ , ,x„ , :,,,,,,,,,, T G / _I X WOOD � / STANDARDS) TYPICAL' \ . ...�..,.x , „.. � a.�. � ,, � , . ........... .r ....... ......... ...........�.. TA IRS _ _4 I- i _ F' �'0i4� / �: l / I - - - IZ SORE PAVEMENT.' �\ of ` ` _ _ c� 1 ` : : I (M,a Tcl?r ExisnriG�.0 - - _, THE FIRE SPRINKLER SERVICE SIZE AND LOCA 7rON SHOWN ,- � F . s = - , - J18 . . - - ON THIS PUN /S BASED UPON PRELIM/NARY INFORMA TION �� 1 _ u _ FFE A T BOTTOM ` - - _ ,qN T41) �. - � of STAIRS !� °wG, _ � r �,,, � - PROWDED BY 7HE PROECT ARCH17ECT AND UTILITYi. �.I 44N�Tq�R , EL.=314.29 �` �-_ ,�- .: -t=--`----.- 1.__ /'' ,.►'' ,�•'' '� N:_17242s.264s - - PURE. THE CLIENT/APPLICANT SHALL OBTAIN WRITTEN i` p - - ANG _, - _ i -- - _ / .! ,00 /. . . . . E• 1£62055.9345ii ACCEPTANCE OAF THE S'ERWCE SIZE AND LOCA 17ON FiROW } ii EX. WOOD ; _ - _ - ;XDNCR4� fE - iqq K - # / ,/' ✓ 1 45' BEND (MJ)F . R, STAIRS � � 7 i- _ - - - - - - - _ _ _ _ - = . _ i / . �'' . W/- CQNC BLOCK/NG - - - - - - - - - - - . 7HE PR04ECT MECHANICAL ENGINEER, FIRE SPRINKLER p _� __ - ,,• X11 - --------------------------- . x '11 DiESyGNER, PLUMBING DESIGNER AND/OR PLUMBING %46�, `� ��NFS f '� SrA,R ,�''` ,, •� �1 I CON7RACTOR PRIOIR TO CONS7RUC77ON. FINAL DESIGN MAY 1. f �1/D� N: 172399.6610 55 -4 Dl c • E•• 1661948.0010 " Nc /' , - . . . . - I. . . . . . . . . . . . . . . . . . . . d� 1-90 BEND MJ { ( ) 5 - 4 Dl � P ' ` - - _ E: 1662007.7067 .010 .►�' - ,,.� POST INDICA TOR � W/ CONC BLOCKING { 4'-4" Dl � `s¢ ` p 1-45' BEND (MJ) � . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - oD " VALVE 11 I ` �7 I W/ CONC BLOCKING I �I ---------- .00 aa { I%%ft 40, 1I . - EX.- ASPHALT . { ` I �+.. 5 / ' - . . . PARKING LOT - - - - - - - - - - - - - - - - - - - - - - . . . ,�, �• ` MIN �,► x I W< Z O1. - I .- I - , ,11 I I I .. .; - I , ,N � RISER RG ARCNlTEL I 040 4*# 1 rt N .b ft .040 i `'c � 3 '�m........................... ...... .. .. . p ��� 32� . . . _ . . W (SEE n PLANS) I I � : - - - - - - - - - . . . . . . . . . . . . . 4" D/ DRY STANDPIPE TO `tW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . EACH BUILDING'S RISER ED ROOM. PROVIDE D/ MJ p 25 FI T 17NGS AND 7NRUST BLOCKING AT ALL BENDS. ' l (EN T) �`�� ♦ EX. 22"CY ��- - - - - - - - - - - - - - - - - - - - - - . . _ 11---....--.p-- - - -. ...... 0 �� ----------­-- ----------------------- SCALE: 1" = 10' `-I W-____,_____,_ CONTINUES UNDER 11 - p - - - - - - - - - - - - - - - - - - - - - - - - - - DEBRIS--- - -- _ -- - .------------------------ - -- ^----- ! - - - - - - - - - - - - - - - - - - - - - - - - - - > 0 5 10 20 `: - . - - = EX. CfQIV.CR£TE -WALK - . . . . - . . 5 TRIAD ASSOCIATE -- ---- ------ '--------------------------� i. 1 X201 S 20300 Woodinville Snohomish Rd NE Suite A ■ Woodinville, WA 98072 p: 425.415.2000 f: 425.486.5059 w: triad associates. net k5CZ Ift 01�4_ J O � ze WF�ft� CC p � Q ftftft 2 ~ Q W y :t 0 W O � _00 O r%ft�i O y �3 W av zt PC !%� Z - t 14 1"% C9 vjift ki r N A N Q Q N y 2 O J m Z 0 0 2 3 R Z* 0 Z W QC 0 Is• V '1111111l����������������ill��������������� 111111 RIC14MW A. TSIOON% PE PROJECT MMAGBR ROBERT E WALM PLS PROJECT SURVEYOR AVIAlW A. 7M#GMS, PIE PROJECT RNGIlNl= PROM LANDSCAPE ARCMW FIRST SU11MMAL DATE: 118115 / /y5 SCALE: How» 1 =10' =i.:NIA I- g>- xf� STAW NOT VALID UNLESS SIGNED AND DATED JOB N0. 14� 192 S�6T N0. CloF2 OI b a� 0 Z I z T 7 aL] If00-- CDIrm Q ,�I Imo ot 01 i 9�� =, 1 , w z M z ,w J CA r M i _-I ; 7, 7 rr D 1 b a� ....."IN .s, __- I I I i c)0 7 aL] If00-- g d Q ,�I Imo ot 01 i NI =, 1 , � z M j J CA r Co i _-I ; 7, 7 rr ,I � ?_,I n ,:I QI _.j -I Yom_........ a p C) Z n, I i c)0 g d Q ,--> < `0+'0-0 1 �~ �=> 1. oo � NI =M %%4 r 00z M ._� 7wJ J CA r Co C) D N ", g N rr Q o M � Co D rr :E� __� QI _< 002 WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WUKK ANU MA i EHIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT i APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-500-4245555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE.. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINE. D DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER AN 51 AWWA C 110 A21, 102, ALL DUCTILE IRON PIPE E AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 5. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT,/ BLOCKING FOR TESTING AND PURIM' ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGG ED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING G SERVICE LATERALS SHALL BE TESTEDT A ASTATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE E EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING S 1NG WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORER ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON Q 0 TO PERFORM THE CONNECTION TO THE EXISTING WATER TE SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ira 16,t' YSTD. PLAN - 300.0 (;! Ll WATER PLANC3ENE..C7T`E$ -- ------------------- - ----- -L?F�'�..RT MF� '��-1 1 2010 SW SEC. 20, TWP. 23N., RGE. OSE., W.M. _. zY, Z !"II.; o c x, n7-3 � m 7, z� w f , t_- 1 f � I m O*E M Cn 0 D - - -- 1 € 71 e A; HcT• .. E "h IE' J'<F k t -r -,.'i'f ! €�:�' T, `rr"�, 'v'F (FI YNk,!'��it._ a�. � I.�a��l � ._ hi .,, i1 Fr J i'I ... . , E �''._% ... 'i..'.; ElvIF' iR `Y F JC: (V1,;) "t!TF -1?ACF- T,^.F 7 moi_, JD FI, ~,.i;Pl }11th ! 1. AND�- frNC:, ESL„rd-.'JFr A” �UI I (Mj, IM T 1r � y �, fE_.. r I - 4,.1 F Ni Al CON NE T I C, H FETA I_ F, r!; - — - C t E V J.I. ,''AT' R il`.Z i IL --- -------_. P P D, L 1 l E i1J R IA TElV1P ) /r Y BLC)t, r & v`,n� Fl s d , CIDNNEC"i TCD VALvE MT --1 D LEE`,/E (M,J) D o BY i=ChC�` N I- E 1 FIr _ TEM, IA, rr_ Dar._r�:,,, , (-, _F gra OR F t.)k' CCA F -- ' h BF ^()r� < tr7 .F.; . ,AI i S At TFRTF< t RF TAP _. t I�E I �C E�P Jh�� -{H d '1y R !� �= �- L�',. LEAST v1s"_E�? D \4ETEf' TH,°, 1HE Erf ,T1 P✓ rd fU hE 1 .31N, nn r BtJ1�� CEMENT V J E OR S T LINE E�_ L ( E F 11 TiN(,'I--Y 'J( � h:T()1 rd.+ ?vIAI J., WI M- -. )ILL f !UR �FP i INC. C.�F_C Sup 5� P, 1H{31 F ! Nf) F-FRIF� !F, (:. ?t}"STA: ANr; V RTICAI T r - 1 c ,. C F` C F�.� - n - _,�NI�ti,11 •ui Tit ;�' �r' (� ., � __3�.F ..E JE AN -D l � AR It T I_ o ,,� HE JEev 1-1114F e THE Sr R1i= HE1Y'I 10yJT 1_ A",C 'JE, r ;I_ Gi,,ME.N1 OF 1E x �T1NG: �1 6, C1(Y F0RC'wS ,CiL_ FEHFCR ",l I H E FINAL CL) IVES -(II FRO%1 TH_ FEAT=F, UNE ;H- AI'P INC, VAI_°dE Nm' STD. PLAN — 300.1 1aI •,�I . CONNECTION TO WATER MAIN WITH �* + - -- ------ - - - -- - , . TAPPING TEE & VALVE I rHE k -Fh�� G h�E3l CHH s WLJI F J A PART )F -I"HE DE ILL, rJR AS k FBF THE 11 E'LL ( HE k d,�•LvE Fl., -P .. € LIP- M -E IRCI4 .;E_t L S 52 ,-EME '^ l L !vED i PIPEvJ'TP1 � C�LL4 � 1,9 '° r R:1�9 A:a ;L1PFe_iFD H Y TEAL 1 i IC, SEr TSL% P,Af 1F1:= ���_R ACRKS, +_:PFI INC. MOU ITFF) ON STr , F °sT,. , �•l f I' t RLIL_[) +__) LE I E_JG`FF r RIVME +TY"1 kiNK CRO.Ii ..� � II-3�-41Y ._. r; ,...•may , J, _ 1tLASS 53P F.xP F, PPF, CPVEnLFNC31H if F t^ __ VAiVF DFADV9AN P,_. ?RE- -------- - (F L !< Iy3,-J) 1, n " k � � "] ---------------------------------- ------- - <. '{ --------------- -- -, i; 4 I B , { i �; T_ _tJlLL1tNC; . f I I - J r f D,(1r ;F L t�C,I.IP.C.r ;t —,iL (Vh ) ilVlltf II,f c,Al }a a';, Al_ . AROUND � F 0,"T VAIV- `,AVI ;lZF_ �aC,Er LF 1� C� (,K VALVE, PAINT [) REO.. �f ' 4" ELAi� ED '_COUPUNv ADAP-FR F_QUAL TO F D -)C CK A.! VF A�;Sl K413 1F5 1" `HALL INC_I:L RE LtEW SEA -ED -1J FCF"F % FJ LS(3tI ( I1 ,s V,�,{ �I PY> M,1 VAJ:� .`= TbIC) AL' _-S AND TES"I CC�C"KS .4h D' CAPS Al,,L RESLI_-PvT `-__ATC3 �kI,.ITOFF VALVES n FiaRC ,/F :) C R SS-' NNEC _IICN CONTRC t - SS. aWB E!E , PER , /\TES r APPP,")VF1. ,i LIST 1 LIFT?' l A`i r:,)N(;i.l VAkI I Veil H1 - .',, x;r,' I IINGI it MCIUN .RE r,,N S E. _ PL TF1 h STIFF! PLATE, - OVFR- DIMENSION '1 �i x -C7" x '7'-0" ' COV FJ II iE' 7Jr I I �_ +. i 111 1-T'Y t(i�1 ;. '1 . ) i -i 7-7 € G t -Si, F r't€ i LI RH, 1 D HiN C1'7,'VF n' - - IVa TALL E ")5i ' NON-S-HPIL,K f.,,RC)T f11._lL� INE111C, INSTALL "hL•KANI1ZED _CC';~R F!, -)F At CESS ",F ER C L!" tr- S-A L :' {" N, fAAJi� D fl, AND DCVA MLJQl. BE T -ES SED A II`T AL R__!LY BY A UE P Cf Baal T1, ..F :TJFFF) Acs 1 CW,-,Fr�F1_Y T ,;E� _51, REPO) ' TC) ;E 5tj%r'i Tc.C) TO CITr OF REIN -01,,' INATER UTIL ( ENGIA- ERIN, E1E'T. PRE OR TIC AC, UI/,41 J)N OF NEVI LINL !NSTA_L Y4" CLARE Pi 11N Sr II_M - __ ..J^v",'AU LU ;IJNLaT1J'a v'FI._ 4" DDCV ASSEMBLY WITHOUT STD. PLAN -- 360.3 `ha` 1 J!'F R`l' 1EN T STANDPIPE OUTSIDE INSTALLATION V MARCH 2010 2" CLAS *2” TO 6" C OR CI , 4 BL i ji IEE E `N EL'_)CK BEARIN- AREA ". GIIARE ^EET (SEE NOTES) FOR HCRIZQNTr,'_ AND='UWP)VVA1K, VERTICAL FEND`- F RM SILT OR , E COMPACT ,aNc i r � c cUac r , SAN- � r IFlRrn TY SadD - ----- - -- -- 1 ?E�a 'r1� BEND 4;5EhG r , , - � F - ,. r Cf z • �U� I PG MC h t { 21 1 k 7 ti 9 _,.8I? 1 4 4, 3 �3 r ry 1,4C k, I 11..G.4 �.A ? b..5 E r 5 12 53 0 ?"5 i 7, U �L C �J 3 P AAi TCC: Of, ;00 ' T r JLr E°, .RES 1�- ; _O" MIN -OVEE? FOR 44A.TERMAIN LC„ '"H1,1`1 i!' 4 f., MIN. GOVFR FOS W,T ERMA(N 2 OR s,i?EATE�i. M X ESI fs ,`,f 1"(_1 7 CC 0LK (FT) _ = x T J.L€ ,j tF 1 r. KUST BL K HLAR N( \~ _ R F:t L! a SC: FE FACE OF BLOCK NEASUPLD ., 1 ',')CA" DN 4,f%D SIZE tf- 6LOCKINJ, FOR PIPE LARGER THAN 2 Dl MF.TER ANJ� FOP 1aIL TYPE' I IAN S'':1OWN t; IAL 1 t_ r,'FTi IWNIFD (;Y [_N#'JN 1 > A.:_L DLOCKIN3 '_41ALL BE POURED tN PLACE rGAINS" '_KCISJ^ETD 1`44 -`JE f - - J f- I *- d _ K_. -iA A' AFTER �, � 1... BE FP ChF1t .f.) 7E.� 11 1 :•�9F�.�- TH•; ALC AFTER _TF 1qa �FACFF_Ja„IJAL,a. 4_L ELOCKINO ;HAL_ BE -_DNCRE-'E CL 5 f1- %<"; r 1 FITTINGS' t3 T _ 3 � k�J, . � �AfP•1S FI THd ��- � A .� SHA -1 BEAR ;>;~i17F 1HF t �1 I F !'Ifvf. R F, E��:A. - r t .#E EE HJ ; SH.A3 I NO Q'VFR )JR ENC LC)S� EHEL1 P L�S, (W I r ,i I-, CIA 1 fi •a ) PEASONABL_ ACCESS TO 33 -TS APIC, GLANDS SHALL E'E RR DvIDEED CONCRETE BLOCKING FOR STD. PLAIN — 330.2 t _ _ t HORIZONTAL AND DOWNWARD- --___ _...-------------------.-----_-_-- VERTICAL BENDS ,N 1'1' 2.5' 1' 1' MIN VI M1' MIN MIN IN 2" CLASS `B' CRUSHED ROCK, FLOWAf�L_L_ I ILL OR AS REQUIRED BY ENGINEER - 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 2.5' 1' 1' MIN IMIN MIN MINIMIN * FOR MINIMUM STANDARDS, SEE DWG# HR -05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR "ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF R$NMN t � t STANDARD PI.AM ISP DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 W- 381 10 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: 02015 TRIAD ASSOCIATES r triad 20300 Woodinville Snohomish Rd NE Suite A - Woodinville, WA 98072 p: 425.415,2000 f: 425.486.5059 w: triad associates. net 33333 333 PROJECT ENGP= PROJECT LANDSCAPE ARCfltrECT MST SUMMAL DATE: 1/8/15 SCALE: RM.:1 =10' NU.: N/A 3Pi1P NOT VALID UNLESS SIGNED AND DATED JOB N0. 14� 192 SSP N0. C2oF2 f zY, Z z o c � I �O n7-3 � m 7, z� w dmCf) � I m 71 M Cn 0 D z V 71 f M n7-3 7, w dmCf) � C`'u rrz_ z V 71 71 e T -- I rrI I 1> M dmCf) _