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Home My WebLink AboutLongacres Phase II_Transportation v.211 v v ��, v vv I� t,� Call before ou �,vvvv� � ,-vvv� �� - gg� , _ � y \v v ` 1A o . I—� r `�_ - _ _ - - g \ ' . 1 I + s 0 40 80 160 or 1-800-424-5555 vvvv v —-- - �1 jj UNDERGROUND AWN — v" i w ��i �� - - _--- = SERVICE (USA) SCALE 1" 80' sE E 0 Ilk 4 I0v , i 26 14 • I _TRACT 8 w — — AXII - I f II a f AIIII \ /eF �� ✓ice/ / nl �.�I �� . t� Ex Line a i — 476 Q w'aW v�0A G�tCa Do Not Disturb Ex Utilities i — i i _ I U n — .wWw 7:77 _T tYAI'r� - �r LiKNIl — '� _ �� a� ' I Nj eve ncrt Fads 7I \, Ex Right -Of -Way v - o _v _-_��:•." /Exl Parce ne , 1 4. a, Remove Esc-lydran 1 l 1 II L Parcel Line Ex � Parcel Line all! b l I \ ¢� - - A_ �I�- I' gal I ��c :Right Of -Way I I �° I i r I Ili � •_ -. L� I - I Do Not Disturb CJ —,k b -Ex—Utilities - Ex Parcel,Li X X 3 0. -- -_.- -. - — —fi=11I w v / Ex f' arc`"eft n\e A ' - rpaw — I in \ � -- :A,�. r it I � i 07 C I III III�I 1 ( ;;I �I 1 �'�� I `--, ��I � � � � �� I ail ' I --• III III I I i / b w 1, I � � i i Ex� Ri - f ay I MIS _ I IIIIII I II \Vf — II''�� TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 01;msmum L_7 PROJECT NUMBER P15TBB-004 I I DRAWN BY SAS i L II ISSUE DATE 1/18/2016 i /1I I�II1 {II SEAL IYI 3�� I I I I' SHEET TITLE / NUMBER Demolition Overall Plan I' 'I I bl L C1 L�4 �., wrn _S�GYAS O '�, it s y, I • � _��.,.�. _ �,.... 1rCEIVED r, CITY OF RENTON PLANNING aNi51°JN TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RELATIONSHIPSRYAN BUILD1116 LASTING CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL z0 ti �Q 36936 ��AL E� i118I16 SHEET TITLE I NUMBER Demolition Overall Plan C1 A 0 e Sheet C 1.02 Match Line e _i FIEL�VERIFY C Q� D EV — FUELFUEL - r JEL 2' FUE \OF EX 12" WA 11�! BLOW "w LOW ADWER __;QFF- ASSEMBLY i LINE fi' (72') , �5 00 3---�—�— It 6� R E4(�(D ALK n r rSUT AND REMO '"L PAVEMENT FOR Lr .�� WORK ■T/I r — — —' ' l ` w pp ipf-- w'c�' `�w �., M �i w --- -`, 12" WTR / I y I� I N N � ! f U 3` N88'58'22"E Q _ 000, - i _ yjlW� N W SAWCUT AND, zi MENT _ b _C / FB R / U FBR P '94 h I '1 1 II I I I / I I I I I 1' r 1 / I I I � I I ; I I I i I I / I I I r I r //r / t_ z / 0 �o wo N / W l � a I / TMIFF 9"9111 fLtFu" tArJ4 i FUEL—`��FUEL FUEL 30 YMPIC IPE LIN'�CO. G,GAS EASEMENT, AF 5927062 { iB (AM JD BYPAF 6255A% FOR 2ND PIPELINE) 3�3--_�- O' \ Low R PLNT REMovE � II--"pp(7WEL-tNE — 140.9' 72') SS i I 3D 3D 7 I \r ULVER 6" PVC END 20,90 a L-- 'i - c6 YPE 1 GE 23.83 ' 8" pvc E 21.43 � 1 i I OULVERT, 6" PVC II y! r 14 11E N END E -I- CB, TYPE GE 23.118 _ PVC N 21.33 TRAFFIC LIGHT 00 D ¢ ° soco V+ J SCo's _ sGGUARD sco 0 SHACK 0 i Fie 0 CONC \ ssco° MECHANICAL BOLLARDS, GATE, ARM SOUTH I I SSW U' ° ssco °- 0 ' CONC WALK —sa— ca—T,pf-1 -GE-2138 / '! 6" PVC E 21.99 SS MH RIM 24,11 81, PVC E 14.41 8" PVC S 14.20 12"PVC W 14.01 r12 PVC N 13.91 Match Line - See Sheet C 1.03 -.__ FUEL FUEL FUEL - J.L -- r FUEL 12' FUEL �UEL I JI_L -- - r fit_. ...... LOW POWER / LINE 46.7— .i — 3 1-3 — -- E 3 E— E -- E — — — SS s SS — SS SS SS U -- SS SS 30" SS SS SS MH RIM 22.63 F_ 10' PO ER EASEMENT, 30" RCP E—w 4.2 _ AF 20 0817000699 y PROTECT EX UTILITIES AND OVERHEAD — — — — — — — - - --POWER-AT UTILITIES — -------- --- — 10' METRO SANITARY SEWER EASEMENT, AF 62 AA M -----24- 1 \ 3 \ \ \ \ \ Gqs A A 41 \ \ \ 72, Cpp GE, 22. se 19 88 3"D A V A Av V V A Bg 1lT WALK T? CRp G£Trpf \ \\ \ ` \ \ \ 3"D a \ \ T9.62T g- � ., cps° SW 23oz A o� A 7 S19 ST F CAS .33"DD SG \ �,CA Call before you Djg.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) sSCALE 1 " =207 \�\��\\\-1 Legend TITLE LONGACRES EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE - - ASPHALT PAVING CONCRETE PAVING �f BUILDINGS L GRAVEL ROCKERY c- CURBING - CONSTRUCTION LIMITS LIMIT WATER LINE w '�W°- - STORM DRAINAGE LINE --SD - { SD' SANITARY SEWER LINES` + �SS" POWER — TELEPHONE LINE T ' T — GAS LINE X X TREE WATER METER/VALVE/FW M Q If X STORM CB/MH L J j x \ i SANITARY SEWER MH/CO' c X GAS VALVE/METER NI STREET LIGHT ASSEMBL OBE BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE I DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11/09/2015 BID PACKAGE 42 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 1-1 ;il• �r r■ri PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER Demolition Plan P15TBB-004 SAS 1/18/2016 C1.08 RECEIVED 3A,N 01)0" CIiN pF REMON PLANNING DlVI510N TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE I DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING V PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF RENTON REC'IVED JAN 2 0 mom PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL O� � Zo ti Z 36936 GISTEVL ONALE� i1i8116 SHEET TITLE / NUMBER Demolition Plan C1.08 w R W I r.0 r 7 A T m ym 0)m D�Dy fnr w 0 I Y i I � =4 02,22� D� n N=O n OWi N CID m° t io m m 3 � i �0 nP z m I 4.' I — LIMIT — — LIMIT O � I I 4.0'. I. I N A N:170020.15 E.1292500.32 Burlington Northern Railroad GONG VERT CURB SEE DETAIL c o C. PERIMETER CONCRETE SIDEWALK SEE L'SCAPE PLANS TLa .1. �. y DUTY HA PAVE PAVE SEED 1 R=5.0' R 5.0' R=5.0' i n D_Z n' NEW PROPERTY LINE �fMl �——tIMFF+ LLJ ------------------- u 0 N Call before you Djg.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) I II _ 0 10 20 40 I I SCALE 1r=20' I I I I 11 I ICI I I II I II I lil I I r I I I .ba` U�►�rs� 1 'I _ I a (tot I I I II II -tNe4F� I T m i ti i ml rr « IzI �I 4.0' ,I �. R-3.0' 24.0' It . lJ Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — _ I PARCEL LINE I ASPHALT PAVING r' z CONCRETE PAVING BUILDINGS GRAVEL - -`- ROCKERY r I �, I x.. a „� CURBINGGON SEE TAIL CURB _ CONSTRUCTION LIMITS LIMIT DETAIL LIGHT DUTY ,T,�, LIGHT DUTY ASPHALT PAVEMENT—_ _ --- - ASPHALT PAVEMENT.___ WATER LINE SEE � ., . 5EE DETAILL I I C3.10 _C3.1Q— - STORM DRAINAGE LINE PERIMETER CONCRETE SIDE VALK i i r SANITARY SEWER LINE SEE L'SCAPE PLANS.. s y POWER uw" � ICI -- I TELEPHONE LINE GAS LINE TREE tr. P RIMETER CONCRETE SIDEWALK 4.0 N r I WATER METER/VALVE/FHH D4 B3 1C r I STORM CB/MH i S DETAIL .> 5 3r SANITARY SEWER MH/C0�_' o F. I VE/M GAS VALVE/METER ETER In] 7 04 I STREET LIGHT ASSEMBLE 0-0 Match Line - See Sheet C3.02 24.0' I I , 24.0' .mot.. 24.0' 24.0' GONG VERT CURB SEE DETAIL R=5.0' L3 o :170318.61 R=3.0' E:1292539.67 0 m TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 I ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: L PROJECT NUMBER DRAWN BY ISSUE DATE SEAL P15TBB-004 SAS 1/18/2016 SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3001 RECEIVED CITY OF RV17"3N PLANNING DIVISION TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT C OU G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11 /09/2015 BID PACKAGE #2 I ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITYO -i0C art JAN 2 0 70' PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL P o�L ET �w Dy �Q 36936 cis3e��G1� UNAL � IIIQII6 SHEET TITLE I NUMBER Paving And Horizontal Control Plan C3001 I I I L. ,I J I I J- I I I i orN ANs 0, W J LIMIT LIMIT° ' J I I o\- 1 ♦ ♦ I I PERIMETER CON SIDEWALK SEE L'SCAPE PLANS GONG CURB AND GUTTER SEE DETAIL 10 m,iYlwn -1 Ex SSMH Rim=25.94 1E=12,54 12' 1E=6.84 12- PC (drop Pipe In H) m Match Line - See Sheet C3.01 Match Line - See Sheet C3.03 7 ICI r ICI II Call before you Djg.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) SCALE lw=20' III j II I W I _ i I � III I >I 4 I I I I Legend PERIMETER CONCRETE SIDEWALK (I EXISTING REMOVE PROPOSED SEE L'SCAPE;PLANS I � RIGHT OF WAY — — I IM r 1 PARCEL LINE ASPHALT PAVING CONCRETE PAVING NBUILDINGS GONG VERIT CURB SEE DETAIN I I GRAVEL;._ J a. I V) ROCKERY CD:XD� s CURBING - 5 ( I .0 CONSTRUCTION LIMITS LIMIT J WATER LINE s U STORM DRAINAGE LINE SANITARY SEWER LINE POWER fi11 I TELEPHONE LINE r/ I I I I GAS LINE TREE WATER METER/VALVE/Fw D4 Q 63 IC CONCRETE PAD i I STORM CB/MH L J FOR GENE�ATOR' 8° UNREINFORCD I I SANITARY SEWER MH/C0 a CONCRETE 4,p0 PSI SEE DETAIq .h I — GAS VALVE/METER a492 3'1 STREET LIGHT ASSEMBLI^� O-❑ .__� _j TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'U PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: N�r.mmm, PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER P15TBB-004 Paving And Horizontal Control Plan SAS 1/18/2016 C3002 RECEIVED CITY OF RENTON PLANNING DIVISION TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW DVAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CIT'. R: JAN 2 3 LI IL L� ` PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL aA, PETS 36936 O� C STONAIL t I � I8116 SHEET TITLE I NUMBER Paving And Horizontal Control Plan C3002 -o- o 3:0 PERIMETER CONC SI SEE L'SCAPE PLANS NEW PROPERTY LINE Match Line - See Sheet C3.03 Match Line - See Sheet C3.05 �17--I — — Call before you Djg.8-1-1 I or1-800-424-5555 UNDERGROUND SERVICE (USA) N0 10 20 40 CONCRETE PAD �. FOR GENE 8" UNREINRATO E� I SCALE 1n=20' CONCRETE 1,060IPSJ I SEE DETAIL I � I PERIMETER �ONC SIDEWAi�K SEE L'SCAP PLANS CONC VERT IOURBI SEE DETAIL 1 D LIGHT DUTY ASPHALT PAVEMENT SEE DETAIL�1I cC i l I �I t<" CcDtI(1 �— �� I I I 4�j/;ATER I QVIARKER I - I �I c. I 'I I�I I I I I 4.0' i V \�-WATER �p\ MARKEF 0 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL ROCKERY X -2 099 CURBING CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE �, r WATER METER/VALVE/FFF N Q 63 IC STORM CB MH LA SANITARY SEWER MH/COS_ GAS VALVE/METER k4 STREET LIGHT ASSEMBL� 0-0 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT C OU G H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 I ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: ml;mr.mmm PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER P15TBB-004 SAS 1/18/2016 Paving And Horizontal Control Plan C104 RECEIVED C9TY-CiE RENTO PLANN'€uG DIVISIOD TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW OVA0 N AMN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D'PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF RFNTON R EC'- !''�"- " JAN 2 0 Z016 BLJ€LDl;d:a E�I� <<EC; PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL P kT�' � Zz ti 0 0� 36936 'Cl y7�Rti G� ONAL E� Q IIISII6 SHEET TITLE / NUMBER Paving And Horizontal Control Plan r C3004 Match Line -_See Sheet C3.04TITLE Ymmo� - - _ LONGACRES Li 4 o 9.0 �� R=5.0' R=3.0' I (TYP) r R=3.D' BUSINESS { IGHT DWTY 1' = R=3.0 _ ASPHALT PAVEMENT. R-3.0 R-3.0' SEE DETAIL R=3.0' '' ERIMETER CONC SIDEWALK R 5.0'. J R 3.0 - c o R-3.0' R 5.0' E L'SCAPE PLANS CENTER . I R=310' R=3.0' y A , \R\\\\ F 4 (I \ LIGHT DUTY �� f � : I � ��`� ii � I 5i � { I � I i I II (lYF ! o � � � I � ! I � '!-tiA� '- co ASPHALT PAVEME 'I 1 SW 27TH ST & NACHES SEE DETAIL- I� J AVE SW _ - \ � HEAVY=DUTY c of ASPHALT PAVEMENT -I o SEE `DETAIL f ( I 1 1 R=5.0' J I t � i ' I \ 3-^ti, - ,,, t II III (•-1--� '. ( j , OVA R=3.0'CONC SEE DETAIL CURB R=3.0' � R=3.0' � c3�tD, NEW PROPERTY LINE-, R=5.0' o R=3.0 BUILDING LASTING RELATIONSHIP R=3.0' t R=3.0 Rz5.0' 4 �CONC VERT C RE ` N R-3.0' � R-3.0' � ��SEE DETAIL 1D }{{,`��` 4'� A R=3.0' R-3:0' � I � I R=5.0'. �. R=30' R (TYP) �i Si R_ LIGHT DUTY _,. A CONSULTANT COUGHLIN 7. ' ... - -_ 3.0 '25.0' j ASPHALT PAVEMENT \ } ` PORTER f URB I t - SEE DETAIL U I _ f M B�.CK c ( 4 � � � _ - � I r LU c` o r 24.0' 16.0' 16.0' cr .24 0 NO 7D402. A N D E E N LQ E:1294091.48 _ 801 SECOND AVENUE -SUITE 900 ;n �I EWA9810 SEATTL , _ ,�-►1 I �, �(TYP) h R-3.0' R-15.5' _Y J .' P: 206/343-0460 ,:. R-3.0 R-3.0� . y -i R=3.0 R=3.0 LIGHT DUTYF: 206/343 5691 i \ I ASPHALT PAVEMENT N :169951.92 I' �� R=3.0' R=3.0' - SEE DETAIL R-3.0' A CONSULTING E .1294089.25 -- LIGHT DUTY R=3.0' R=3.0'� c G STRUCTURAL AND CIVIL ASPHALT PAVEMENT 4 R 8.0' `T _ - _ ' � y 5 � "� ' ENGINEERING CORPORATION ' SEE DETAIL(T) R-3.0' R-3.0' c{ x c (, £ I 031 17 PERIMETER CONC SIDEWALK 4 17} ISSUED: N :170054.66 1 :1294131.29 ca.1D }} I { U---------- J SEE L'SCAPE PLANS I \ N :169972.72 E .1294115:4,3 i c l E :1294115.09 R`3.f 5 I J -- J - DATE DESCRIPTION y } hilt oQ' x - 10I2712015 BID PACKAGE #21 ADDENDUM # N:1�0057.6 y _ 7 o x ti a,,.:^.' t --- --- y \ r / L : - 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 ico E:1$94131.2 1 \� /7 - D N -170029.70 R, _ - _ CONC CURB AND GUTTER { x: �� f 11/12/2015 BUILDING'D' PERMIT A E :1294139.23 / 2.0' m� PERIMETER CONC SIDEWALK SEE DETAIL 1p ` "� jl� PERMIT C$10 N ° --�. �' -'L ' � N :.1&9993.5T SEE L'SCAPE PLANS �+ �S, 12/11/2015 CLEAR AND GRADING PE m !I o E ;129414D.9.5f ��-- 1/08/2016 BUILDING PERMIT RESUBMITTAL < -. 12.0 12,0' .12 0' o .., •`. .«H•»r..- r KEY ' � ._ ..� - �-� MAP. ''''x , N,;; ` - lr� _ate-•�-��11WN .�r�..r _. -. __-------- 4--•'"_--'"_WALK - - .-. - , . ., �/� _ I� 1 _ K ' iv- f --- --- - - - - - - E :129'41 �-••-s wrr �� -, - - -- _ - �AI _ WALK 14 -T�--- -E : 4169.20 RELOCATE EX STREETa LIGHT CONCRETE DRIVEWAY APRON SEE DETAIL D PROJECT NUMBER P15TBB-004 \\ SAS J DRAWN BY - ---- - - - - - - - pA*CA st Oakesdale Avenue SW - - - -- -- k - ISSUE DATE 11181201E Ln Ar ��_ �"� �'i ��,,y•�� _ __ ------ - - _ _- WALK_ �m _--�-- SEAL Z,s 1C�i� -- m __ - ------ -- WALK _ Call before you SHEET TITLE /NUMBER Paving And Horizontal 0 10 20 40 or 1-800-424-5555 UNDERGROUND Control Plan SCALE 1"=20' SERVICE (USA) C3005 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE I DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM 41 11 /09/2015 BID PACKAGE #2 l ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF RENTON RFGC!VFr) JAN 2 0 201E PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL w��O oL PE ti 10 36936 O =c�sT�R�G1� SHEET TITLE / NUMBER Paving And Horizontal DIVE® Control Plan CUy QF' F14701 pip NNING DIVISION C3005 1 /C 36798 I R/C 4A 36798 b& . r 4i \yT. Now r� mom LIMIT CONC Lc �r .� LIMIT mom � LIMIT 6YYrwC _ � �r.11wf1 LIMIT}two1�a_a�a._�- P 1,_J_C 1�Iwn •� "' �3 -- TOP 10" DEC. 10" DEC. 0 16" DEC. i I — II I 1 I I LOT B, UUA-11-049—LLA F� TAX LOT NO, 088670-0270 I I I I } 1 II I i I L I n n n ij iU i0 -1 U o r 77 Call before you Dgr8-1-1 or1-800-424-5555 UNDERGROUND SERVICE (USA) 0 10 0 •0 ��SCALE 1"=20' �0000��000��o�o� Legend EXISTING REMOVE PROPOSED RIGHT OF WAY PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL ROCKERY CURBING CFI' CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER DRAWN BY ISSUE DATE F SEAL 099 GAS LINE TREE WATER METER/VALVE/FW A ¢ 83 IC -¢ STORM CB/MH SANITARY SEWER MH/CO(T c GAS VALVE/METER 101 EJ V4 0 STREET LIGHT ASSEMBL`,'—i-C O-cl SHEET TITLE / NUMBER P15TBB-004 Paving And Horizontal Control Plan SAS 1/18/2016 C3007 CF-IVED CITY Of REN TON PLANNING DIVItION TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW RYAN RELATIONSHIPSBUILDING LASTING CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF RENTON REC1_' 11 'E L? JAN 2 0 2016 PU'L PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PIE 2zW 36936 c18T��Gt ONAL E I�I8�16 SHEET TITLE I NUMBER Paving And Horizontal Control Plan C3007 k 7 � ca iq atch Ume - See"Sheet C3.02 J r I n h �5 LIM) NEW ADA RAMP SEE DETAIL R.=600' CONIC SIDEWALK � 1 v _ —I MATCH EX C — —✓-' _� wool - —N woosAND GUTTER 3A, ODETMAIL Ip moo^ NLWf 4 , %RIPING - -- 7 e W " b m- 1 Bu NEW ADA RAMP J CONIC 0 SEE DETAIL -C --- -J NEW ADA RAMP jr jar m - SEE DETAIL I -- CONCRETE SIDEWALK SEE DETAIL c`10 9L I II ' I I i I ' t l A S Iry ej Match Line - See Sheet C3.03 K i f� -Al ! Veto }p f*11�`W SS RIM 22.MH 63 000 30" RCP E— N 4.2 �3,.D � G s ° —__ A,,VEMENT \ _�-- -.. "`. ""`-.'.'--_... 1 i ~ ` � Pie `�-^--- 1• ,„�^"!�" '", NEW R=435.0' !C \ \ ;y� Q EX PAVEMENT 30 RDS� >-MECHANICAL BOLLARDS, GATE, ARM SOUTH ssco 0 s% �, N I ap / Iti 7, OP 02 � r�F Call before you Djg.8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) \\�OEM \\\\\\\-1SCALE 1"=20' Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL ROCKERY =)--Do 999 CURBING _ CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE 4h T5 a WATER METER/VALVE/Fl& X ® I STORM CB/MH L � SANITARY SEWER MH/CO' GAS VALVE/METER f�l 0 04 STREET LIGHT ASSEMBLt } o ❑ TITLE LONGACRES BUSINESS CENTER SW 27TH SIT & NACHES AVE SW RYAN BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: 11[m1;msmmmA1 PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3mO8 I ZECEIVED CIT`! OF RENTON PLANNING DIVISION TITLE LONGACRES BUSINESS CENTER SW 27TH SIT & NACHES AVE SW RYAHC3 BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 I ADDENDUM #1 11 /09/2015 BID PACKAGE #2 I ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PETS W �Q 36936 'CI ST0` oil ONAL �� II IOI16 SHEET TITLE / NUMBER Paving And Horizontal Control Plan C108 0 TITLE LONGACRES 2" HMA PAVEMENT 3" HMA PAVEMENT FINAL FINISHED BUSINESS FINAL FINISHED GRADE 8" HMA PAVEMENT GRADE FINAL FINISHED GRADE CENTER 11=11=II=11=11 II=11 11=11=11=11=II=11= O ` O ,Cr �Oj GEOTEXTILE FABRIC: _ GEOTEXTILE FABRIC: MIRAFI 50OX OR = =� =� =� = = = = =� = ========== 11=II 11=I1=11=11 II=II 11-II_11 II=II11 II=II-II=11= A====�==� =-�==� -II-II-II-II- II-II--II-II-III-II-� SW 27TH ST & NACHESMIRAFI 500X OR PPROVED EQUAL APPROVED EQUAL AVE SW // // r /� ,r // �/ �/vi/ vv v� vv vv v` v� v� vv vv // //y/✓i�i !i��/i v� yi //iw/�< �/i v/i /ivwv��vv; i�w vvvivv� v/ //�✓i.i // av,yv,, COMPACTED SUBGRADE SUBGRADE 2" THICK 5 8" TOP COURSE SUBGRADE 2" THICK 5/8" TOP COURSE COMPACTED TO 95% MAX DENSITY COMPACTED TO 95% MAX DENSITY 4" THICK 1 1/4" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MAX DENSITY 4" THICK 1/4" CRUSHED SURFACING BASE 4" THICK 1/4" CRUSHED SURFACING BASE COURSE COMPACTED TO 95% MAX DENSITY COURSE COMPACTED TO 95% MAX DENSITY STRUCTURAL FILL AS REQUIRED (FILL AREAS) STRUCTURAL FILL AS REQUIRED (FILL AREAS) BUILDINGO OR EX 12" (MIN) SUB -GRADE (CUT AREAS) STRUCTURAL FILL AS REQUIRED (FILL AREAS) OR EX 12" (MIN) SUB -GRADE (CUT AREAS) COMPACTED TO 95% MAX DENSITY OR EX 12" (MIN) SUB -GRADE (CUT AREAS) PER ASTM:D 1557 COMPACTED TO 95% MAX DENSITY COMPACTED TO 95% MAX DENSITY PER ASTM:D 1557 PER ASTM:D 1557 CONSULTANT C OU G H LI N NOTES: PORTER NOTES: NOTES: NTS 1. SEE SPECIFICATIONS FOR GENERAL NTS � LU N D E E N 1. SEE SPECIFICATIONS FOR GENERAL NTS 1. SEE SPECIFICATIONS FOR GENERAL NTS Not Used 3 ASPHALT PAVING NOTES Right Of Way Asphalt Paving ASPHALT PAVING NOTES Light Asphalt Pavement I ASPHALT PAVING NOTES Heavy Asphalt Pavement 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 CONCRETE SLAB A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION THICKENED ASPHALT EDGE 2% (MIN.) UNLESS SEE DETAILOTHERWISE NOTED ON PLANS a WWF: 6x6 W1.4xW1.4 ISSUED: LIGHT BROOM FINISH 4" CONCRETE SIDEWALK 1/8 R (4000 PSI) DATE DESCRIPTION 2L ¢ a K / / /r ; i r \/ \i\ 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 --- - >w _ _ _ _ _ �' ,�\•\\ �\ •\ �\�\\`�\\\\�.\ \✓\\ �\/\� \\�\� \� \��\\ \� \� \\ \�.�\ \\ \��\\ \ a\,�\,� 11109/2015 BID PACKAGE #21 ADDENDUM #4 1111=I I=11=11 11=II=11=II II II=11=11=11=II=11=11 MIN II_1_II II -I I III _ - - _ _ � >_ \ � \ \ \ , , - - - - - - - - - - - o 0 0, r �, - - ii>i/ ,r i`r /i;/i i11/12/2015 BUILDING D PERMIT _ = - II=_II=11-11 11=11=II=_II II II-11-1 II_II II=11=11 II 11=II=II=II 11=II=11=II 11=II=11=1 0 0 0 ooQo o 0o Oo oo�o o o o a c , p,: I II II_II II II u u_il-il II II II.11-1i II I I-it=_II II_I_11 III u1_II II II_il-il II II Il-il-11 II it-il g0��°g0��g0��g0 g0��g0'9696, 0��uc,< _==11=11 II-11=11=11=II-II-II-II=11 II-II=11=1 /\ \,\ y \j 12/11I2015 CLEAR AND GRADING PERMIT 11=11=11=11 II_I1=11=11_II-11=1I_II-II-II_II_I-I I III _ _ _ _ _ _ _ _ _. _ _ _ _ _ \, / /, ,/ j, /\i i / i\/ i\ , /\i i / / / // i i i i\i i i\i i\ i\/\/ /\ \ \\,>. 3" HMA PAVEMENT (ROW) 1108/2016 BUILDING PERMIT RESUBMITTAL 1=II-II-II-11=11=II-II-II-II-II-II-II-II-II-11-11=11=1 11=11=11=II-11=11=11=11=11=11=II=11=II=11=11 A,i i,i,iA /A.,A,/A,/A, ,,✓ ✓1✓, ✓,/i i/%i/i. %i ;\ ,a\,\, ,\ \ \ \ \ 4" 5/8° MINUS CRUSHED ROCK A` \ i//\i/ii A //i/ ASPHALT PAVING w;> v�Ai�y w �A 2" HMA PAVEMENT ON -SITE) OR CU SOIL PER LANDSCAPE WITHIN 10' OF STREET TREES A, A PER PLAN CONCRETE PAVEMENT SEE DETAILS 2" GRAVEL BASE COURSE STRUCTURAL FILL AS REQ'D OR NATIVE COMPACTED PER PLAN 12" KEY MAP' TO 95% MAX DENSITY PER ASTM: D-1557 SEE DETAILS k0# dlfd COMPACT SUBGRADE TO 95% CRUSHED SURFACING BASE -COURSE PER ASTM: D (MOD. PROCTOR) COMPACT TO 95% MAX DENSITY AND INSTALL STRUCTURAL FILL AS RED �12" COMPACTED STRUCTURAL FILL PER PROJECT SPECIFICATIONS SCARIFY AND RECOMPACT TOP 6" OF NOTES: EXISTING SOIL TO 95% MAX DENSITY 1. SEE SPECIFICATIONS FOR GENERAL ASPHALT PAVING NOTES (SOILS ENGINEER TO APPROVE EX SUB - GRADE PRIOR TO PLACEMENT OF CONC) 2. IN AREAS WHERE NEW CONCRETE IS INSTALLED ADJACENT TO NTS NTS NTS 7`/� ATE PAVING, INSTALL ATE RAMP TO CONCRETE AT 12:1 SLOPE. NOTES: NTS 8 r Concrete Pavement J Concrete Sidewalk 6 Concrete / Asphalt Transition 1. SEE PROJECT SPECIFICATIONS FOR INSTALLATION. Asphalt SldeWalk PROJECT NUMBER P15TB6-004 DRAWN BY SAS ISSUE DATE 1/18/2016 *,ear TRUNCATED DOMES SEAL [� SEE DETAIL 2 6" CONCRETE SIDEWALK OR 5-1/2" SLOPE VARIES / ,J� ' 44 c I�—�jI SEE DETAIL HEAVY DUTY PAVING 1 R �L � SEEH HDETAILASPALT )(4 C3.1 PAVEMENT FLUSH CURB �U J (1) #4 CONT. _o UMBER SHEET TITLE I N CAST -IN -PLACE CONCRETE Paving Details 2 - #4 CONT. 4" MIN CRUSHED SURFACING 7-3/4" CAST -IN -PLACE CONCRETE / ��:V�/�AA��A�/' TOP COURSE 4" MIN CRUSHED SURFACING 7-3/4" TOP COURSE NOTE: FOR FLUSH CURB, ELIMINATE TOP REBAR NOTE: IN AREAS OF INTERIM ATB FINISH CONDITION, THE CURB TO BE INSTALLED IS TO PROVIDE A 6" CURB FACE FOLLOWING NTS C301 NTS NTS NTS FUTURE ASPHALT PAVING. THE INTERIM DIMENSION IS TO BE Concrete Vertical Curb 9 Not Used Not Used 9" ON CURB FACE. Depressed Curb 12 RECEIVED CPLANNING D1VIS O TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW BUILDING LASTING RELATIONSHIPS CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITY OF P: 7'1 RE.0 _!'v'E r JAN 2 0 2016 PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL 0 PE7� ti z P 36936 Q C' =ci S T E��G1` OVAL E I I N 16 SHEET TITLE / NUMBER Paving Details N C301 0 NOTES 1. TRANSITION RAMP SHALL BE TEXTURED BY DUMMY JOINTS IMPRINT OF METAL GRID WITH 1/2" SPACING. )pE 121 L.. DUMMY JOINTS DETECTABLE WARNING PATTERN 6'-0" MIN, MATCH EXISTING MIN. MAX. 5" CEMENT CONCRETE SIDEWALK AND RAMP SURFACE A 1 5/8" 2 3/8" 12:1 EXISTING ASPHALT 5/8" 1 1/2" CONCRETE LC -7/16" - 3/4" D 7/8" 1 7/1C SECTION A —A 3/8" PREMOLDED JOINT MATERIAL CONCRETE VERTICAL CURB SEE DETAIL f a c DETECTABLE WARNING STRIP- s " SEE DETAIL g 10 t FLUSH WITH PAVEMENT 3/6" PREMOLDED JOINT MATERIAL JT. PERE. OR RADIAL TO CURB (TYP) NOTES: 1. RAMP AND APPROACHES SHALL BE KEPT CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. 2. DETERMINATION OF RAMPING OF SIDEWALKS SHALL BE AS DIRECTED BY THE ENGINEER. 3. 24" WIDE WARNING STRIP SHALL BE PROVIDED ADJACENT NTS r TO THE EXPANSION JOINT AS SHOWN. In -Line Access Ramp J VERTICAL CONCRETE CURB OR EXTRUDED CURB `o I ' T"nrn rTRUNCATED DOMES DOMES A II LD k, ELEVATION B RAMP Imo--'1 1 PLAN DETECTABLE WARNING PATTERN DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH STD. SPEC. 8-14.3(3) 13 NOTES 1. RAMP AND APPROACHES SHALL BE KEPT CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. 2. DETERMINATION OF RAMPING OF SIDEWALKS SHALL BE AS DIRECTED BY THE ENGINEER. NTS 3. 24" WIDE WARNING STRIP SHALL BE PROVIDED ADJACENT NTS Standard Access Ramp 2 TO THE EXPANSION JOINT AS SHOWN. Curbed Access Ramp DECTABLE WARNING STRIP SEE DETAIL VERTICAL CURB c, SEE DETAIL L G 5or 24 Ala 3/C PREMOLDED !? �� JOINT MATERIAL a` FLUSH WITH rAW'Drrr a JOINT PERP OR RADIAL TO CURB (TYP) CONCRETE SIDEWALK SEE DETAIL/ V I 3/8" PREMOLDED JOINT MATERIAL < DETECTABLE WARNING STRIP SEE DETAIL 10 c CONCRETE VERTICAL CURB SEE DETAIL c N� e DEPRESSED CURB FLUSH W/ PAVEMENT'I�� SEE DETAIL " DRIVING APPROACH OR ASPHALT PAVING SEE DETAIL LOR NOTES � DA c 1. RAMP AND APPROACHES SHALL BE KEPT CLEAR OF NTS OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS, Corner Access Ramp RIGHT-OF-WAY LINE MATCH EXISTING VAR. 8 6' DRIVEWAY GRADE o.oz _6r./rT. �. ��. CEMENT CONCRETE DRIVE 5" THICK DUMMY JOINT '+ SECTION A -A CURB TAPER Q- 41-4- CURB TAPER DUMMY JOIN RESIDENTIAL wed �� . �: � SIDEWALK 10'-0" MIN, 20'-0" MAX. 6 s COMM. INDUSTR. 25'-0 MIN. 35'-0" MAX. ��y� � ��PLANTING STRIP IF ANY NOTES: JOINTS: WHERE DRIVEWAY EXCEEDS 16' WIDTH A 2" DUMMY JOINT SHALL BE PLACED LONGITUDINALLY ALONG CENTERLINE. CLEAN AND EDGE ALL JOINTS. TRANSVERSE DRIVEWAY JOINTS, AS SHOWN OR DIRECTED BY ENGINEER. FLARES: MUST BE OF EQUAL WIDTH. BASE COURSE: 4" OF 5/8" MINUS GRAVEL OR AS DIRECTED BY ENGINEER. CONCRETE: HIGH EARLY STRENGTH, 4,000 PSI MIN., 5-3/4" SACK. PROCEDURES: FORMS, PLACING, FINISHING AND FORMS, PLACING, FINISHING AND CURING PER SPECS. NTS THICKNESS: SIDEWALK TRANSITION, FLARES, AND DRIVEWAY SHALL BE 5" THICK MINIMUM. NTS 10 Tapered Curb End 9 Concrete Driveway Apron LT PAVEMENT GRADE CURB END TAPER SEE DETAIL c DEPRESSED CURB SEE DETAIL c FINISH' 6Y 1 ie]:L117� CURB END TAPER SEE DETAIL c CONCRETE PAVEMENT 24' SEE DETAIL 'C311 DETECTABLE WARNING PATTERN SEE DETAIL 10 CONCRETE VERTICAL CURB SEE DETAIL C3.12 NTS Curb Access N 1CRUSHED SURFACE TOP COURSE COMPACT TO 95% MAX. DENSITY 2'fi" AGGREGATE BASE COURSE COMPACT TO 95% MAX. DENSITY STRUCTURAL FILL SUB -BASE (OR EXISTING SUBGRADE) COMPACT TO 95% MAX. DENSITY NTS Gravel Access Road CAST IN PLACE CONCRETE W/ MIN 4" CRUSHED SURFACING - TOP COURSE AS BASE �atioscn�ruc MATCH FLUSH TO CUR AND GU GUTTER TYP DEPRESSED CURB FLUSH W/ AC PAVING ��F,YSUrPFgCF�i7 6" CONC VERT CURB SEE DETAIL �NDSCAPiNG 6" CONC VERTICAL CURB SEE DETAIL TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN NTS PORTER Directional Access Ramp 4 LUNDEEN CEMENT CONCRETE CONCRETE CURB AND GUTTER SEE DETAIL 12:1 TAPER TO MATCH EX SURFACE CLASS 'B' ASPHALT RAMP MATCH NEW CONC CURB NTS Temporary Asphalt Ramp 8 Not UsIS eNd 12 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11 /09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE / NUMBER Paving Details C3,1 1 rbt& � CITY Of RENTON PLANNING DIV15I0N TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW L4 • CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11 /2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITYOFR, fdTON R E C F IV=0 JAN 2 0 2016 PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL Q 36936 qc' `GISTEV' O AL E III$I16 SHEET TITLE / NUMBER Paving Details C3011 l -' �� y '� rv1 �� ,� -� �v Ali ,' /1 �If _ g Call before you I � \\ � s$ I - } , .� =' 1 i , E .. A. �. � �� I .,, A t -\ �^^. A. f `:� - " •� - - i - .... - Im 0 40 80 160 or 1-800-424-5555 UNDERGROUND RVSCALE 1n=80'sf ICE (USA) bl Total Site a _ t • E - _ _ :� ' __� ' ' " � �� . Graded Site Area 696,963 sf Pond Grae� Ares ..,r J oil i Ry j �Ei - ,jtto _ '—;—,_=- h 1 I - - Sire fa hwork Vdmes _ i y ��, �` I^�aqi / - I 13,400 c __. � -�\ � � �� VV 1. „ Fill _ _ 4- P earthwork dl,e - - � I� ____ and ea rl� V � � � - v t I Sb \i f -o • 8 `` I i - - tir- 4 { � II{yy x 1 \ I r y - IT I Ers}Line y _ t, _ 24 co ve c I f � .� Y� 1 - 11, . {k: IN - To The,�eten _ a� Pond I) ° !_ 1 / -- a —1--_r Do Not Mttirb-Ex'Utilities - f1J t Of� .r � -" ,, ,__ =�_.. - >~ � �;�,=-.' —`'.-- v I --- �� -� 1 r' .:�,.-i r•�� ;�I�'- . n ,v \.,w Illy�7 r:!s� 1 'jw_ $Kim is - TV P z I _ . 1. • • �� k I I -4 ti \ 1- il s. I + }_ I I I _11 1 vl �I 1 .., : _ _ - - - - s. '. �.•_-{ - . , �. \.� � ® i¢c � � �_ __ ._._.-- ;" .— it _ _..__ __. ) i T�to IS I - :x f � _ I ,il I - FT 0 of Di tur 77— I r_ J. --;, -_ .ti ...c. ,.,.is. a -_at .a �-° _ . 1� '® ,•.y. -- .. . - - -. - - _ .w,wna TITLE EONGACRES SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2l ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12111/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: ml;�smmm PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE ( NUMBER Grading And Drainage Overall Plan RECEIVED C!l" 0,- i511Ured:ia DIVISION TITLE EONGACRES BUSINESS CENTS SW 27TH ST & NACHES AVE SW ►i1 � SUfLOING LASTING RELATIONSHIPS CONSULTANT C OUG H LI N PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK I DATE DESCRIPTION 10/27/2015 BID PACKAGE #21 ADDENDUM #1 11/09/2015 BID PACKAGE #21 ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11 /2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITYOF R;":iAl ON IlEi'=I'Y'LD JAN 2 0 2016 BUILD1NCi DIVISION PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL Of, 1 �0 w /j 38936 G'1STb�� (ti1 ANAL �� III$lI6 SHEET TITLE / NUMBER Grading And Drainage Overall Plan C4000 9 , III co 1 c C c rim„ I 1 NII II I 1 Ia� mI C \\NI II ICI IoILOIII v III �I >I CI ICI 1 �. IN m N/I 111 I I I. ICI D E m / I Nmf m � z I�I�orl mi r I I I ➢ l I � I I U I V V V I U I I I V U I I o U "CJ I U V J U W U V U V U z2.7a ' RIM=21.69 IEQ-19.18 12' U 0 U V U C3 QPPE I 0017.62 E:1292 21.77 9.27" 12"(OUT)E I I I I I I Yl" S N: 700 .13 E:1293 8.4 RI�1= IL IE,11:18.15 60(IN)N IE 17.65 U2" OUT W LFj 0 F SOB CB TYPE 1 ry N:170024.48 E:1293761 RIi N IE418.83 12"(IN)E iiN IE418.83 12"(OUT)W I 341 LF 12" SO D ,11.0% I ` I i I I I -I 1 ' I I 0 I �I I I I I "I I awl " I �I of I _1 ( �I I I � I o it .87 E.. I �I \ 70 L 112" SD I I I I a R �ot,0.0 I I I UI I : I 1 I I SD!#W CB T)(P IG 48t y 48 LF .07 N:170292.91 1293668. 8 °n^ "` RIM=21.40 I�IE=16.81 6 (I _ r IE=12.37 1 )F IE=12.37 1 "(OUT)W 1 V I I \ 1 I 'II UI I --� • I I A � I I 1 C �I fi-- _ tvgTER�I� \ � HIGH PNT .1 `y - RKER I ! c o m, I IoI I I 11k 1 I F.; A I l SD#HSCvr�Wll 48' I �i p6Rp� � N:170287.85I E,1 3773. - {=l dot* RIM=21.36 i I fr4r�� f I IE=13 E ! wl 22 =13.39 18((dur�w , 4 22.94 1 - z -, -,, NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB 199 ELEVATIONS. ALL CURBS ARE TO BE 6" 2145 0 CURBS UNLESS OTHERWISE SPECIFIED. OTIT 21. 9 FO WATER MARKE Legend \= _ - - EXISTING REMOVE PROPOSED \ \ \ RIGHT OF WAY - \° ry r \ 264 I \ \ \ PARCEL LINE V A 14.1 "(D ) I � ,39 \V 1 V ASPHALT PAVING W ( f SDNII B P I I 1 a: A CONCRETE PAVING N:170 52. :1 29386.35 !vv 12" SD D 6.2%\ RIM=2 .67 10 LF 12 SD ® V BUILDINGS IE=18. 5 12" T)N 23. j A - F A I SD#H6A CB TYPE 1 V GRAVEL N-170323.26 E:12M99.99 - - IM=22.49 \ ROCKERYi El W E43836.55 12"(OUT)SW 41 W I -RJ 9e--- -� ge ------ - --------- 23,82 \ //c E E E E 23.56 23.5 IIIt .z 3 I,•gym .,., � � s I Match Line - See Sheet C4.05 Match Line - See Sheet C4.03 1C AREA DRAIN - N= al :t70093.314-E:1293555.53 / I "' "" 1 22.76 = 0.76 6"(OUT)E 12 t _ _ -24- �. C -�� Building'D' j RIM FF= 24.00 6" SDCO 0 GRADE I -- - - 4E=18.65 �. �6", STORM POC--► IE=1&75 SEE MECH'I PLANS SD#F7A AREA DRAIN FOR CONTINUATION N:170094.80 E:1293664.94 - v �IF> 22.75 #33 311 IE=19.00 6"(IN)E N:170244.84 E:129. IE=19.00 6"(RIM=18.29 \ IE=19.00 3 (IN)W IN)W IE=17.75 6"(IN)E IE=17.75 6"(IN)W IE=17.75 6"(OUT)N Ct \ Null Structure l6- som 6 RIM TO GRADE IE=18.65 �� rnlnnln IE=18.65 b' Cleanout 6" STORM POC-> I IE=18.75 SEE MECH'L-PLANS FOR CONTINUATION / SD#F1B AREA DItAIR / , ' � � � 6"-SD� 2.0; �.:. N:170089.73 E:1293750.11 LI RIM=22.75 I --� IE1 \ W 7 .. 1 24.00 r q#H6 TYPE 1 -48" 17025 .94 E:1 938 9=22. 2 i =14.60 12"(IN) -14.10 18"(IN) i Call before you 5o�i;�8RL�., I D g. 8-1-1 t r�.f7o2s8s9 :1 93544.I 6 or 1-800-424-5555 RIM=21.35 1 I m IE-11.20 1s" )� UNDERGROUND IE=�l 1.20 18" u.)w SERVICE (USA) 2 „ N I 1\ I / J 0 10 20 40 h_ 1 SCALE T=20' I A K Rom` >> �� • -`ry � m I C ! ( I -18.94 12"(OUT)S l u \ 4 \ \ CURBING - \ CONSTRUCTION LIMITS LIMIT I V A I� WATER LINE 'eV STORM DRAINAGE LINE -SD SANITARY SEWER LINE POWER - -P- LID TELEPHONE LINE -T ; Ridge i GAS LINE G -G \ s �r TREE WATER MET ER/VALVE/FHH DQ Q ®D4 / 4 \\ /� STORM CB/MH L J J ® ® • Ci I I I - - - SANITARY SEWER III� O • i51 I I I , GAS VALVE/METER f>~'7 01 b O STREET LIGHT ASSEMBL rY� o ❑ TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/2015 BUILDING'D' PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: i PROJECT NUMBER P15TB6-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL SHEET TITLE I NUMBER Grading And Drainage Plan C4004 RECEIVLD CITY OFF REZ470N PLANNING DIVISI DN TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW V4 1 CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: MARK DATE DESCRIPTION 10/27/2015 BID PACKAGE #2 / ADDENDUM #1 11/09/2015 BID PACKAGE #2 / ADDENDUM #4 11/12/05 BU 2 1 ILDING D PERMIT 12/11/2015 CLEAR AND GRADING PERMIT 1/08/2016 BUILDING PERMIT RESUBMITTAL CITYQFF iJl^'a RECE' 'JAN 2 0 9" PROJECT NUMBER P15TBB-004 DRAWN BY SAS ISSUE DATE 1/18/2016 SEAL PE o 'PQ 36936 9 ONAL �� 118116 SHEET TITLE I NUMBER Grading And Drainage Plan C4004