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HomeMy WebLinkAboutzR-3883setLegal Description LOT A OF LOT LINE ADJUSTMENT NO. LUA-11-049-LLA, RECORDED SEPTEMBER 13, 2013 UNDER RECORDING NO. 20130913900001 IN KING COUNTY, WASHINGTON. EXCEPT THAT PORTION THEREOF CONVEYED TO BNSF RAILWAY COMPANY BY DEED RECORDED UNDER RECORDING NO. 20131206001379. TOGETHER WITH LOTS 10, 15, 16, 17, 18, 19 AND TRACT C OF BOEING LONGACRES PROPERTY, BINDING SITE PLAN NO. LUA-02-022-BSP, RECORDED IN VOLUME 212 OF PLATS AT PAGES 63 THROUGH 69 AND AMENDED IN VOLUME 219, PAGES 67 THROUGH 73 AND VOLUME 228, PAGES 22 THROUGH 27, IN KING COUNTY, WASHINGTON. LONGACRES PHASE 2 1200 AND 1300 SW 27TH RENTON, WASHINGTON BUILDING PERMIT RESUBMITTAL Horizontal Datum NAD 83/91 Vertical Datum NAVD 88 - CITY OF RENTON DATUM Utilitv Providers: SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-7200 POWER AND NATURAL GAS PUGET SOUND ENERGY MUNICIPAL LAND PLANNING 815 MERCER STREET SEATTLE, WA 98109 1-800-CALLPSE (206) 224-2120 TELEPHONE U.S. WEST LDA GROUP PO BOX 625001 LITTLETON, CO 80162 Site Information TOTAL SITE AREA = 17.38 AC TOTAL WORK AREA = 15.43 AC MARCH 09, 2016 Vicinity Map NOT TO SCALE a p�nw 4P ..MY F Site Go SUBMITTED AND APPROVED UNDER SEPARATE PERMIT (NOT INCLUDED) Owner Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: Date: Date: Date: ;d�I��l:�iL�1[il7:l�iIil:��7�I 715'II<Ir; This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. The public and private storm drainage, sewer, water, and roadway improvements were installed in accordance with the approved plans and the documented field revisions, and function as intended. Sheet Index LONGACRES RENTON, LLC CO.00 CIVIL COVER SHEET - 3900 E. CAMELBACK, SUITE 100 GM u, PHOENIX, AZ 85018 (602) 322-6126 CONTACT: DAVE WILLIAMS C1.00 DEMOLITION OVERALL PLAN C 1.01 DEMOLITION PLAN Architect C1.02 DEMOLITION PLAN C1.03 DEMOLITION PLAN COLLINS WOERMAN C1.04 DEMOLITION PLAN 710 SECOND AVENUE, SUITE 1400 C1.05 DEMOLITION PLAN SEATTLE, WA 98104 C1.06 DEMOLITION PLAN (206) 245-2100 CONTACT: NICHOLAS FUNARO C1.07 DEMOLITION PLAN C 1.08 DEMOLITION PLAN Engineer C2.00 TEMPORARY EROSION CONTROL OVERALL PLAN COUGHLIN PORTER LUNDEEN C2.01 TEMPORARY EROSION CONTROL PLAN 801 SECOND AVENUE, SUITE 900 C2.02 TEMPORARY EROSION CONTROL PLAN SEATTLE, WA 98104 C2.03 TEMPORARY EROSION CONTROL PLAN (206) 343-0460 CONTACT: TIM BROCKWAY, PE C2.04 TEMPORARY EROSION CONTROL PLAN C2.05 TEMPORARY EROSION CONTROL PLAN C2.06 TEMPORARY EROSION CONTROL PLAN Surveyor C2.07 TEMPORARY EROSION CONTROL PLAN C2.08 TEMPORARY EROSION CONTROL PLAN WHPACIFIC C2.10 TEMPORARY EROSION CONTROL DETAILS 12100 NE 195TH STREET, SUITE 300 C2.11 TEMPORARY EROSION CONTROL DETAILS BOTHELL, WA 98011 (425) 951-4800 C3.00 PAVING OVERALL PLAN C3.01 PAVING PLAN Index Of Sheets By Others C3.02 PAVING PLAN C3.03 PAVING PLAN C3.04 PAVING PLAN Y C3.05 PAVING PLAN 1 OF 6 ALTA / ACSM LAND TITLE SURVEY C3.07 PAVING PLAN 2 OF 6 ALTA / ACSM LAND TITLE SURVEY C3.08 PAVING PLAN 3 OF 6 ALTA / ACSM LAND TITLE SURVEY C3.10 PAVING DETAILS 4 OF 6 ALTA / ACSM LAND TITLE SURVEY C3.11 PAVING DETAILS 5 OF 6 ALTA / ACSM LAND TITLE SURVEY C3.12 PAVING DETAILS 6 OF 6 ALTA / ACSM LAND TITLE SURVEY C3.13 ROW PAVING DETAILS AND DRIVEWAY PROFII C4.00 GRADING AND DRAINAGE OVERALL PLAN LANDSCAPE C4.01 GRADING AND DRAINAGE PLAN LTREE RETENTION LAND CLEARING PLAN C4.02 GRADING AND DRAINAGE PLAN1.01 L1.02 TREE RETENTION /LAND CLEARING PLAN C4.03 GRADING AND DRAINAGE PLAN L1.03 TREE RETENTION /LAND CLEARING PLAN C4.04 GRADING AND DRAINAGE PLAN L1.04 TREE RETENTION / LAND CLEARING PLAN - TRACT B C4.05 GRADING AND DRAINAGE PLAN DETENTION / WQ POND C4.0 GRADING AND DRAINAGE PLAN C4.07 GRADING AND DRAINAGE PLAN C4.08 GRADING AND DRAINAGE PLAN L5.01 LANDSCAPE PLAN - CANOPY AND GROUND COVER C4.10 DRAINAGE DETAILS L5.02 LANDSCAPE PLAN - CANOPY AND GROUND COVER C4.11 DRAINAGE DETAILS L5.03 LANDSCAPE PLAN - CANOPY AND GROUND COVER C4.12 DRAINAGE DETAILSC4.20 L5.04 LANDSCAPE PLAN - TRACT B DETENTION / WQ POND STORM DRAINAGE PROFILES AND LANDSCAPE ENLARGEMENTS - CANOPY AND C4.21 STORM DRAINAGE PROFILES GROUND COVER C4.22 STORM DRAINAGE PROFILESC4.30 L5.20 LANDSCAPE SCHEDULE AND NOTES DETENTION POND PLAN AND PROFILE C4.31 DETENTION POND PROFILE L8.01 PLANTING DETAILS L8.02 SITE DETAILS C5.00 UTILITY OVERALL PLAN C5.01 UTILITY PLAN TRAFFIC SIGNAL AND BUS STOP ^5.02 UTILITY PLAN PM-01 PAVEMENT MARKING, SIGNAGE AND TRAFFIC SIGNAL PLAN 5.03 UTILITY PLAN PM-02 TRAFFIC SIGNAL POLE CHART C5.04 UTILITY PLAN PM-03 PAVEMENT MARKING, SIGNAGE AND TRAFFIC SIGNAL DETAILS ,5.05 UTILITY PLAN PM-04 PAVEMENT MARKING, SIGNAGE AND TRAFFIC SIGNAL DETAILS 5.07 UTILITY PLAN TS-01 TRAFFIC SIGNAL PLAN C5.08 UTILITY PLAN TS-02 TRAFFIC SIGNAL PLAN C5.10 UTILITY DETAILS TS-03 TRAFFIC SIGNAL WIRING DETAIL C5.11 UTILITY DETAILS TS-04 TRAFFIC SIGNAL POLE SCHEDULE C5.12 UTILITY DETAILS TS-05 TRAFFIC SIGNAL DETAIL C5.20 UTILITY PROFILES TS-06 TRAFFIC SIGNAL DETAIL C5.21 WATER PLAN AND PROFILES TS-07 TRAFFIC SIGNAL DETAIL C5.22 COMM PLAN AND PROFILES C5.25 WATER PROFILES PEDESTRIAN LIGHTING P C5.26 WATER PROFILES IL-01 ILLUMINATION PLANS IL-02 ILLUMINATION PLANS IL-03 ILLUMINATION DETAILS SUBMITTED AND APPROVED UNDER SEPARATE PERMIT 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 KEY MAP: 11''NONE PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, z 36936 GIsTEg�yti ONAL SHEET TITLE / NUMBER Cover Sheet C0000 R-388301 v � ----- r 4 °\ ° _ _ ❑ II E °w ��_ • tt I e o III 1 I -C I\ d306 L u o g s � I ol I P„•Li _ TRACT B tt tt� � � /� � � I � r � �� ❑tt IoY tt / tt 0I;I'� tttt o tt tt O tt , ol P", , Zj - ----m � - - PE umpster Right-Of-WaSEr Enclosure — UC L — �-V b-� V-µme. .. — b-� L xL — — WCL L 1 _ — — — — �1 • VWs — ALT I Marx I IAAIT 1 14"T — 1 AAA— —1 h.""� — — — — I AA C CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared -by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the sto , _switw"ewe"nd—wate verifie vert and rim elevatio — re ne by OMPANIES US, INC in July 2017. COUG�LIN PORTER LUNDEEN, INC does not provide _anFarrgntee as to the cu compl�e§�FoT such information provided by others. �o 0 I I I ❑ JII I I I v� 20 �O L---------- Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Call before you D g, 8 - I - I • - • :• 160 or : 11 . UNDERGROUND SCALE 1w=80' SERVICE (USA) 1 7 >— Ex Right -Of -Way .Am PE .hmow 1b 11 \ 1 , 1 I I I I Plalnte ''slancl t I � yP) See L's pe Plans I , III I I 1 i i' Entrance kxit I , J. I I II I , I i 5 II, 1 1 , � ::.. • LIMIID T11W�1 1/ � � i Ex Parcel Line - - ® v � _ g LOr _27 n0. 0886]0-02]0 I I I I 0 C3008 \® Ex Rlgl�- f-ay s I I I � m ;�v ❑� v � � I -- -- -- — I I of — o I �° I — I I �L— r — o — I I I� TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUG 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL xo ti z Q 36936 � GISTER�j1 1�1 ANAL SHEET TITLE / NUMBER Paving And Horizontal Control Overall Plan C3000 R-388302 7 >— Ex Right -Of -Way .Am PE .hmow 1b 11 \ 1 , 1 I I I I Plalnte ''slancl t I � yP) See L's pe Plans I , III I I 1 i i' Entrance kxit I , J. I I II I , I i 5 II, 1 1 , � ::.. • LIMIID T11W�1 1/ � � i Ex Parcel Line - - ® v � _ g LOr _27 n0. 0886]0-02]0 I I I I 0 C3008 \® Ex Rlgl�- f-ay s I I I � m ;�v ❑� v � � I -- -- -- — I I of — o I �° I — I I �L— r — o — I I I� TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUG 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL xo ti z Q 36936 � GISTER�j1 1�1 ANAL SHEET TITLE / NUMBER Paving And Horizontal Control Overall Plan C3000 R-388302 o� zo co J - I . l `�p I N:170020.54 E:1292492.33 I R=5.0' I J Iti\`y I 4.0' ' IT - LIMIT - llWll llWl-I I "< Burlington Northern Railroad Tract l As Recorded Under KC Recording No. 20151224900008 PERIMETER TRAIL SEE L'SCAPE PLANS LIGHT DUTY CONC VERT CURB ASPHALT PAVEMENT SEE DETAIL SEE DETAIL R=5.0' c�_Do � c3.Do , R=5.0 R=5.0 R=5.0 R=3.0' R=3.0' R=3.0' R=3.0' R=3.0'� 24.0' 20.0' 1 24.0' 20.0' 20.0' c'; O LIGHT DUTY ASPHALT PAVEMENT SEE DETAIL 1 1 C�0 24.0' R-3.0'J N-170063.29- E:1292519.41 O il: O PERIMETER TRAIL SEE L'SCAPE PLANS CONC VERT CURB SEE DETAIL C-O 0 PROPERTY LINE CONSTRUCTION RECORD DRAWING This construction record is, a copy of a CAD file prepared by COUGHLIN PORTER Approved By: II LUNDEEN and has been entitled to reflect field verified invert and rim elevations Approved By: of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the Approved By: accuracy or completeness of such information provided by others. -- - Approved By: � I I I II II�II ICI I I I , I I I I I ti I I I I I II I I I I I I I I I I III I Irl I I I I I � I II III ICI II I I I� I I I Ilo II I�I I I r CONC VERT CURB SEE DETAIL R=5.0' �3. o o :170318.99- R=3.0' E:1292531.68 4.0 R=3.0' �1 I I 20.0' 20.0' 24.0' 'A RIGHT- F4AY 30.0' SP WATER LANE �n O - I I LIGHT DUTYIr ASPHALT PAVEMENT SEE DETAIL < ,' C3.DO �- I I � I II II R=3.0 R=3.0 R=3.0 R=3.0 R=3.0 R=3.0 R=3.0 R=3.0 R=3.0 R=3.0 R=3.0' R=3.0' R=3.0' R=3.0' R=3.0' R=3.0' R=3.0' R=3.0' R=3.0' R=3.0x 4.0� � ICI I CONC VERT CURB r SEE DETAIL I Cho PERIMETER TRAIL SEE L SCAPE PLANS I Match Line - See Sheet C3.02 24.0' 0 N R=5.0' C R=3.0' 20.0' of 20.0' R=5.0' =3.0' 24.0' In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: _ Date: _ Call before you D;go & I m I or 1-800-424-5555 UNDERGROUND SERVICE (USA) ��o���0000000000000�� Legend EXISTING REMOVE PROPOSED 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: RIGHT OF WAY - - PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING ISSUE DATE CONCRETE PAVING BUILDINGS ® SEAL GRAVEL L ROCKERY C Q99 CURBING CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE WATER METER/FH Ell Eq STORM CB/MH L_J SEWER MH/CO o OO o GAS VALVE/METER 9 0 Itt) 0 STREET LIGHT ¢- 0-0 C152268-03 SAS 05/04/2017 SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3001 R-388303 Match Line - See Sheet C3.01 I � I I I I I I I I I I. 24.0' 20.0' CD PERIMETER TRAIL SEE L'SCAPE PLANS CONC VERT CURB SEE DETAIL c`0 N:170050.39 R=3.0 '--� E:1292788.10 oo Qi rn ai of 20.0' 24.0' 20.0' 20.0' 24.0' 20.0' 20.0' 24.0' 20.0' 20.0' LIGHT DUTY ASPHALT PAVEMENT SEE DETAIL 7 r-R=3.0' R=3.0'--� r-R=3.0' R=3.0'--\ r-R=3.0' R=3.0'--\ 24.0' LIGHT DUTY ASPHALT PAVEMENT SEE DETAIL 20.0' o� CONST UC 0 RECORD RAWING I o I In Compliance W/ City Of Renton Standards Approved By: Date: _ This construction record is a opy of a CAD fil prepared y CQUGHLIN ORTER LUNDEEN and has been entitl to re lect field erified inv rt and rim el ations ,approved By: Date: of t torm, sanitary sewer nd at r main s terns. F* Id verified inve and 04 �n _ rir ; IZuations were obtained N US, INC July 2017. COU LIN PORTER LUNDEEN, I C d es of prov' a any warrantee as to the Approved By: Date: _ 2A.Vuracy or comp_*.Vess of uch i fo ation rovided by lothers. Approved By: Date: _ N:170306.10 R=3.0' R=3.0 '--� E:1292800.371 0" 3o 0`1 0 A F_ Call before you D g., 8- 1 -1 I or 1-800-424-5555 I UNDERGROUND I SERVICE (USA) R-5.0V_.R�5.0 R-5.0 .. o . R=5.0 R-5A .. R .5.Q R. 5,0 R .5.0 . R-5.0 . 14+00 T4-+50' . `W -'h) ' 15+0 ' . 5+88 70 • ' . - - = - HEW_ -DUTY ASPHALT PAVfM Ni. o - f I CONC .VERT. CURD - . N .2'45'5' E . -EEG. ET N T C VERT CURB' • . I � -SEE DETAIL (4) Et€GTRLC CAR SPACES .." g o , SSE' DEVIL SEE L"SCAPE" PLANS. C o 3.10 Q C3.t0 R=5.0-R=5:0" . k�,o R=3.0 ' . R=3.0 . ' . R=3.0 . R.' 3.0 _ (4) WHEEL STOPS WATER METER 9.0 " SEE DETAIL PIV (TYP) FDC R.. METER . 10 CONC VERT CURB o so• 0 1 ,' • ' A D .DDCVA' SEE DETAIL g N h HYDRANT R=3.0' 17=3:0 'R.�2So, c� N:170297.90 a o f E:1292853.04 1 c� s I i� - _I �N _ I T -W vo R.=�.O N:170111.45 LIGHT DUTY O 0 a PIV R.=3,0' 1 • L E:1292851.10 CONCRETE SIDEWALK ASPHALT PAVEMENT N:170303.22 I. M I -� - I 1 (4) EV PARKING SIGNS SEE DETAIL 6 SEE DETAIL 1 E:1292860.30 SEE DETAIL LIGHT DUTY I _ C3.10 c3.10 U I ASPHALT PAVEMENT EAVY DUTY GRID INT D 12 C - _ o SEE DETAIL 1 . ASPHALT - PAVEMENT .1 N:170158.64 - 1 1 C3.10 I' .SEA AIL" 2. E:1292870.43 c o'. LIGHT DUTY I I l= I S ASPHALT PAVEMENT N:170283.4� I .HEAVY DU I. • l ' . SEE DETAIL E:1292876.44 l ASPHALT AVEMENT • m I - C� SEE.'DETAI LIGHT DUTY �i M 24.0 20.0 20.0 1 24.0 .- l 20.0 6.5 41.4 o a I . c3.10 . \ m .�A� ASPHALT PAVE T _ . V) SEE DETAIL rn 1. ° \ 1 m , i I o ,' •' .l o a (5) WHEEL STOPS C310 l I l C36I' . I SEE DETAIL 10 Fi2.6' 6.5' 20.0' I ' . 24.0' _ C3.11 CON CRETE SIDEI�1ALTt� C \ PERIMETER TRAIL • � `-' SEE DETAIL(a:) "'• � " ADA RAMP l" SEE L'SCAPE PLANS J I I h SEE DETAIL 5 c 10 S PERIMETER TRAIL CONC VERT CURB SEE L'SCAPE PLANS o "� c� I (LIMIT LIMIT � � I +' . SEE DETAIL .' 1 �. (5) ADA SPACES C 1 1 I CONC VERT CURB - SEE DETAIL o Iwn Ilwn SEE DETAIL o ,; c ADA RAMP PERIMETER TRAIL 0 c�_10 (5) ADA SIGNS SEE DETAIL l •'- SEE L'SCAPE PLANS DETAIL c 1.. 1 C� (8) WHEEL STOPS J R=3.0 I R=3. ' .'• a, DEPR S CURB W/ SEE DETAIL 10 L- TRUNCA D OMES c �. N:169998.48 i . o SEE DETA 0 a' I ` I E:1292952.06 • � " , •� ." • •� .', ." � �' � � c3. o (8) ADA SPACES .. ,. .. R- 0 R=3.0 . SEE DETAIL f 4 l p R=3.0' I �1 o ADA RA c3�12 RYDRANT 'll � LIMIT _ _ I ,�, CONC VERT CURB 1 SEE DET 5 AdA ACCESS RAM LIMIT SEE DETAIL I . CD-1 c3.1 SE E ADETAIL DA NSA 1 1 SERE DETAIL 2 N:170021.30 c�_10 I N:1�'05$.26. f 1 E:1292977.18 'E:1-29297.8.95.' ONCRETE SIDEWALK C 3.12 4.0 - 0 N:170105 8 4. 0' .lp",0 ��� . ADA CES RAMP E:1292 4.9 EE DETAIL DEPRESSED CURB TRUNCATED DOMES r SEE DETAIL 2 C3_10 l M C. 1 SEE DETAIL o NEW SIGN 1 /. ADA RAMP11 4J�'Building SEE DETAIL o :' .... _ � BEGIN CONCRETE C3.11 a \t! PAVEMENT TAPER ONCRETE ASPHALT TRANSITION • '? - f, l I I S a�� �! • . ' R=1.5' BEGIN \SEE -DETAIL FF= 23.00 ; o l 1 cn ADA ACCESS RAluIP rn R=.3:0 . 0 ��. N:170036,86. C3.10 SEE DETAIL 2 N:169945.14. w .CURB \ . ��. E:12930Q�9;3]."� E:1293008,7'1.� .. CD. "' REVEAL C N 4 GONG -CURB. �- ENTRY ��.: (6) WHEEL ST.. i o�� 4 2'45`55"• 11+ .. .. . • 1+ 2.�4 I SEE DETAIL --EE�_DETAIL - - ; . _ - . Q DROP OFF`1 LANE C3.11. HEAVY 'DUTY; C3. 1 ALi7.AVEM T _ ADA'SZ4WRAMP DETAIL- SEE DETAIL 2. J o .. I �I. 5 o S HYDRANT . I. N:170031.01 . . C3.1 I 2 BEGIN c3. I l 1 I s - - _ _E:1 293044.47 . , • �0, CURB 1 1 V - - - - - - - - LIGHT DUTY REVEAL o R=3:0' . l RETE PAVEMENT ASPHALT PAVEMENT l I I cJ N:169954.83 �'� I � h \ R-1.:5' BEGIN CONCRETE \SEE DETAIL SEE DETAIL 1 o �. _ i o � �. PAVEMENT TAPER �25, - C� o C L NEW CROSSWALK STRIPING !" LUSH CURB AT CENTER OF DROP OFF S E ADETAI DA PACES •� ADA ACCESS RAMP � r; S�E DETAIL NC VERT CURB �i�,�0 ,� - . .. SEE DETAIL 10 � - • . � , - - I C3.1 . ' . SE DETAIL `? c�_10 " . R=7A R=3.0'. DEPRESSED CURB TRUNCATED DOMES l SEE DETAIL 17.25 ,r N:170024.76 N_ 1.70053.7 10 PERIMETER TRAIL - E:1293071.98 1E:1293073.3Z ' C o (RAILING PE �� '� ` LLANDSCAPE � 11 I, SEE L'SCAPE PLANS -'Mm,; ,P` ADA AC ESS .RAMP (6) ADA SIGNS I _ _ 36-INCH DOWN-TUR ED =no2s.0' R=3.0 SEE DE�AIL . o EDGEAT SLAB SEE DETAIL CONCRETE PAD 1 �. �( ONCRETE/ASPHALT TRANSITION •I ai I FOR.- GENE ATOR . c311• - 1 c312 1 PER STRUCTURAL R_3•fl- .1 SEE DETAIL 7 8. -UNREIN ORCED" . J 82 , . N:170099. N:169999.64 C3.10 ADA RAMP o CONCRETE.4,000 PSI 1►Wll E:1293094.81 R=5.0 I E:1293093.34 SEE •DETAI 3.0' f I ONCRETE VERT CURB SEE DETAIL L o M EE DETAIL g c3.11 0 c� o L-- J -I �- R=3.0' I.l C3.1 0 SEE ENTRY DRIVE PROFILE SHEET C3.13 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT C O U 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET 03/15/2016 CSK-001 (change layer and color) KEY MAP: 6 EXISTING REMOVE PROPOSED RIGHT OF WAY - - PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING ISSUE DATE CONCRETE PAVING BUILDINGS SEAL GRAVEL ROCKERY Cl= 099 CURBING CONSTRUCTION LIMITSIIIIIIIIIIIIIIIIIIIIIIII LIMITIIIIIIIIIIIIIIIIIII WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE C152268-03 SAS 05/04/2017 SHEET TITLE / NUMBER POWER TELEPHONE LINE Paving And Horizontal GAS LINE Control Plan TREE WATER METER/FH ® E9 STORM CB/MH L J SEWER MH/CO � ) o ® o GAS VALVE/METER Intl 0 92 STREET LIGHT ¢- 0-0 C3002 Match Line -See Sheet C3.03 R-388304 :51 p,- N- I l _t 4\ r' r 0' PROPERTY LINE J�b BACK CURB J _ 1 Match Line - See Sheet C3.02 o CONC VERT CURB11111RIIIIIIIIIIII - 11"qj h-T 1 ' . a CONC VERT CUR ^{ .• ' . 1 SEE DETAIL�10 < . - AP p:.. SEE DETAIL �9 C� q. � 1• •i I c� °° vl 2.6 5 20.0 24�0. I AP 24.016.0' 16.0' 24. '' . 20.0' 1 CONCRETE SIDEWALK AP 1 SEE DETAIL Coo` I c�_10 ICI Ap r PERIMETER TRAIL I SEE L'SCAPE PUNS �." HEAVY D TY . Building LIGHT DUTY ASPHALT .PAVEMENT ASPHALT PAVE2Th SEE DETAIL 1. �\ LU } C3. 0 �� �. HEAVY ATc3.1 of ASPNALT� VEMENT ri LIGHT DUTY I FF= 23.00 - 1 SEE- DEN . 2 LIGHT DUTY "`�� C ASPHALT PAVEMENT I. ADA ACCESS RA c3.10. ASPHALT PAVEMENT- I . - ac SEE DETAIL L SEE DETAIL CONCRETE SIDEWALK SEE DETAIL c�_,g I I \ \SEE DETAIL g c. 1 C3.10 N:170287.01 E:1293198.34 R- • GRID INT D-1 al4 -v R=3.0 R=3.0 . �. CO C SIDEWALK E:1293195.06 ' i . - �. - o .,. \ • SE DETAIL o R,�5p:0' . c3.10 ESCAPE PLANTER 26,0, `� 'SCAPE PLANS R=3.0' Y RANT a • e .p i ,. . .. .. , - _ ° � � LIMIT � � �'. =3.0' U 06 16.0' 16.0' 24:�'. . U U U U R=3.0' R=3.0' U U U U U U 24.0' �, 16.0' a U R=3.0' C R=3.0' U U U U LIGHT DUTY ASPHALT PAVEMENT SEE DETAIL\ c3� PERIMETER TRAIL SEE L'SCAPE PLANS CONC VERT CURB SEE DETAIL 1 ' ' �1 j ili a, C3. (6) WHEEL STOPS SEE DETAIL 10 C3111 (6) ADA SPACES - SEE DETAIL 20 ' 28. c3. •: \ DEPRESSED CURB TRUNCATED DOME SEE DETAIL 10 s ` C31 6 ADA SIGNS - L UTY SEE DETAIL L PAVEMENT cl DETAIL ADA RAMP SEE DETAIL 5 WHEEL STOPS CONC VERT URB . 1 DETAIL 10 S EEBuilding ACCESS RAMP ADA RAMP DETAILI J 1 SEE DETAIL! l FF= 24.00 (9) WHEEL STOPS • ADA SIGNS o SEE DETAIL(a) a, �.. DETAIL �• (9) ADA SPACES- 6 ADA SPACES SEE DETAIL • ' .• ' " • ' .• '� � �• DETAIL 4 c3'3 I �. ., DEPRESSED CURB j .HEAVY' CRETE SIDEWALK TRUNCATED DOME ASPHALT.'PAVEMENT DETAIL� "h SEE DETAIL1 � 1 SEE DETAIL 10 \. C� C� " C310 - `� . PRESSED CURB W/ (9) ADA SIGNS - �'. UNCATED DOMES SEE DETAIL 4 ' . DETAIL 10 c\ coo \ ADA RAMP ESS RAMP SEE DETAIL\ AIL c3.11 ACONCRETE SI E o \`� \ SEE DETAIL Match Line - See Sheet C3.04 N ;R-3.0'. V CURB c3 0 1z=3.o.' J R=3.O ® 1 R=3.0'. 06 I 16.0'�, 1 R=3:0' ' R=3:0'�I R= 3.0' .' ;n 9r~ N:170323.56 oO :Y _ E:1293367. � 7 1 U, ` `-N:170326.66 _ 1 I r I aO Y E:1293372.82 i 1 13.5 6. P � 1S 24.0' ~ DUMPSTER EN L�SURE 1 i SEE CSCAP� LANS :ZD.I Y ',,� 1 N CONCRETE �A NEW SEE DETAIL I R=3.0 ' c .101 i e-% / . ' '•r: 1 �°°N < 1 00 N:1'�`EI322.27 '•4 � 1 I 1 E:12J3463.88 = 1 1 - - - 00 00 N ° i - E: 293469.21 C .0 1 J 6. "' .4.0' • " • ' .' 1 16.0' 00 - - I I� ,.x - PERIMETER T IL I i T. 'HEAVY OTY 1 = SEE L'SCAP LAMS / ru, ASPHALTi PAVEMENT O° I -SEED AIL- . �� CONC VERT I C R SEE DETAIL o LIGHT DUTY 1 " 1" r ASPHALT PAVE ENT R=3.0'�• ' I SEE DETAIL I R=3.0. 1 I c� 1 In Compliance W/ City Of Renton Standards proved By: Date: proved By: Date: proved By: Date: proved By: Date: CONSTRUCTION RECORD DRAWING is construction record is a copy of a CAD file prepared by COUGHLIN PORTER NDEEN and has been entitled to reflect field verified invert and rim elevations the storm, sanitary sewer and water main systems. Field verified invert and m elevations were obtained by RYAN COMPANIES US, INC in July 2017. OUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the curacy or completeness of such information provided by others. Call before you D g., 8 -1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) 0 10 20 40 SCALE 11n=20' Legend EXISTING REMOVE PROPOSED TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW 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: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET 03/15/2016 CSK-002 04/19/2016 CSK-005 CMU Footing Storm Conflict KEY MAP: RIGHT OF WAY - - PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING ISSUE DATE CONCRETE PAVING BUILDINGS SEAL GRAVEL -_ 71 ROCKERY C = Q99 CURBING CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE \ WATER METER/FH ® \ 63 STORM CB/MH L-J SEWER MH/CO \ ) o OO o GAS VALVE/METER (? tl 0 Itt) 0 STREET LIGHT 0-0 C152268-03 SAS 05/04/2017 SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3.03 R-388305 Match Line - See Sheet C3.03 I ADA ACCESS RAMP SEE DETAIL(aETE SIDEWALK - r } C� ETAIL - z- A I ADA ACCESS R=3.0 .I , ' � .-:• SEE DETAIL 4.0 R=3.0 PERIMETER TRAIL CONC VERT CLlR6 . R=3.0 ' ' 'CD cl SEE L'SCAPE PLANS SEE DETAIL g 4 + ADA RAMP N 1" 17.25 fdYDRANT �_"O, cit.lo SEE DETAILL CONC VERT CURBCON D SEE DETAIL g Ar"CESS RAr ' .•� A DETAILS RAMP c �' I" -� FOR GEN 0 SEE DETAIL (6) WHEEL STOPS � . � 7 � 8" UNREIhF R ED C3.19' •. •�•i •.'. o C3.11 . C3.1 SEE DETAIL �0O �' . ' 10 _ CONCRETE V 0 PSI I ADA SPACES c ,�; '' ,� g SEE DETAIL� E DETAIL �3:0' 4 6 ADA SPACES o o c' s.ho ' • . \ �3 SEE DETAIL 6. 16.0 4 O ---- LIGHT DUTY I, J ETE SIDEWALK c HEAVY •DUTIY . ASPHALT PAVEMENT h � SEE DETAIL 1 I 'ASPHALT .PAVEMENT• p � � � ETAIL cI V 1 DEPRESSED CURB = � �% `� .• .• '• • • .. .• '• •'I _ � :-" I I "� SET' DETAI . 1. •: TRUNCATED DOME d I c3.10 . SEE DETAIL 1 �. R SSED CURB W/ c30io r a T ATED DOMES � r 06 o 30o (6) ADA SIGNS C _ �i SEE DETAIL 4 _ ;r, 06 I-- . ' •. A ACCESS RAMP c3.11� E DETAIL ADA RAMP > I �Y' S^ 'A .0' f. -U ; s` m Jn. C / - -1 v 1 7.0' OM BACK ',F CURB T •'� fV 4.0 o PERIMETER TRAIL SEE L'SCAPE PLANS i PROPERTY LINE ' z I�J'a L QNC VERTMURPB.. HYDRANT.' IEE DETAILc SEE DETAIL y'" 1 C3.11 ° ADA SIGNS c� ' .•••'.'•'•. ,' I ....: E DETAIL� o - � �.f7=3:0�-.'.- '.•- 'I _ PERIMETER L I R=3.0' R=3:0' . f? .3'� cI SEE L'SCAP LA� S Buil i CONCRETE SIDEWA -'SEE DETAIL �WHEEL STOPS 6 CONC VERT ICU BI E DETAIL(a) 10 1� SEE DETAIL I �R=3 p c CONC VERT CURB c3. o l I ,o R=3.0 R=3:0 . L HT DUTY SEE DETAIL N FF= 24.00 ^� - o a PHALT PAVEMENT c3_10 I o LIGHT DUTY n \ �n f _ E DETAIL 1 LIGHT DUTY I ASPHALT PAVEMENT ( n O°!.' • c� ASPHALT PAVEMEN I 'HEAVY UTY. • ' . . , SEE DETAIL 1 24.0' 16.0 16.0'.1)' ' 1 20.0' SEE DETAIL 1 1 ASPHAL PAVEMENT-1 t Ica. o c� I -SEE -DETAIL 2- I c5�? _ \ r ELECTRIC CAR SPACES o "y=. EL'SCAPE PLANS LO .' • • EV PARKING SIGNS - I - I E DETAIL 13.5' `6:5' 16.0' �I.4.0'. 1� 16.0' 00 cEoaR - �+ �I :o'�'' • I c�? TER I HEEL STOPS ETAIL I . .� TER I c� �. o' ' . • 1Q o 1 • . I DINT D-1 N:170249.41 1 D 70 0 13 \ E:129374` 1-2-6 • ' ; . IA o 2 R.3.0' N:170068.67 ' I m • E:1293742.61 r If?R. METER O y ` z AND IDDCVA^�""w� \ HYD efDG - GRID INT A-1FFj_I� CONCRETE SIDEWALK 0 ADA ACCESS RAMP N:170228.99 ' I SEE DETAIL PIV PIV SEE DETAIL� 6 I N.�70304.14 I ( L 1 C\ ° ° E:1293751.86 \ ' R=3.0'. E: L'93771.03 C3.11 � 9- { - Un 17 +� WATER METER ' 14:17U239:31 E:1293771.35 . ' :x ' . ' N' CONC VERT. CURB \ \ I5:0 . ' ' N:170072.45 . HEAVY' DUTY ASPHALT 'PAVEMENT o . SEE .DETAIL . F \ \ R=5.0'� SEE DETAIL.' :1-2937'71,42 . 2 ' . \ CdNC-VERT CUR6 .. C3.10 • , R-3.0 c3.1o' - N:170306.71 \\ \ WATER SE DETAIL.--'- '< �j\MARKE E:1293782.96 s , \ c3.10' R=5.0% _ 9.01\ \ y 0 LIG T DUTY \ 0 ASPHALT PA MENTCD a4,`I +iL ' . SEE DETAIL o 0' 0o fi' . f 1 9. \ CONC V RT CURB / 24.0' 16.0' 16.0' 24:0'.- . ' .' . EE D IL g 10 (1YP) "4r-R=5.0' R= . ' \ .01 R73.0' R=5.0' v �.' - R=3.0' R=3.0' l�LIGHT DUTY o K� LIGHT DUTY ' . /1'HALT PAVEMENT \ \ ASPHALT PAVEMENT R=5.0. 9.0' SEA DETAIL 1 \ \ SEE DETAIL 1 (nP) N I \ C�_10 o \ \ C3 o \ HfA DUTY' ' \ \ PERIMETER TRAIL v �I.' AS LT. PAVEMENT \ SEE L'SCAPE PLANS .SEE.'DETAIL o LIG T DUTY o \ 9•0' ASP ALT PA EMENT \ v \ UI. SEE DETAIL 1 "r--R=5.0' ` \ fA CONC VERT CURB 1. I I (TYP) c�_10 \ SEE DETAIL �g r . CONC VERT CURB R-3.0 / '== c' mod" "I• SEE DETAIL _ \ \ R=3.0 R-3.0 CONC VE T CURB o v ' C3.10 LIGHT DUTY `4 SEE DETAIL(a) ' R-5 O ASPHALT PAVEMENT oc�_10 -3.0' R-5.0' s R=3.0 I' R= _0 - .0 SEE DETAIL 1 _ _ 'Cq - RT CURB � R-3.0 R-3.0 - 1 AIL 0.10 �60 r o\ R=3.0' R=3.0' �0_ b• , C3.10 9.0' 0 R=3.0' . R43:0' 2h� (TYP) N o v S Match Line - See Sheet C3.05 In Compliance W/ City Of Renton Standards Approved By: Date: Approved By: Date: Approved By: Date: Approved By: Date: CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. Call before you D g .8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) 0 10 20 40 CONSULTANT SCALE 1"=20' TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW ISSUED: 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: C2 EXISTING REMOVE PROPOSED RIGHT OF WAY - - PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING \� ISSUE DATE CONCRETE PAVING BUILDINGS SEAL GRAVEL ROCKERY Cl= Q99 ti L CURBING CONSTRUCTION LIMITS LIMIT WATER LINE ' STORM DRAINAGE LINE SANITARY SEWER LINE C152268-03 SAS 05/04/2017 SHEET TITLE / NUMBER POWER TELEPHONE LINE Paving And Horizontal GAS LINE Control Plan TREE IV WATER METER/FH ® \ 63 STORM CB/MH L_J SEWER MH/CO \ ) o OO o GAS VALVE/METER (? tl 0 Itt) 0 C3004 STREET LIGHT 0-0 R-388306 Match Line - See Sheet C3.04 ----or P.m I o' PROPERTY LINE I 7. F M BAC F URB PERIMETER TRAIL SEE L'SCAPE PLANS PERIMETER TRAIL SEE L'SCAPE PLANS - CONC VERT CURB SEE DETAIL LIGHT DUTY .7. ASPHALT PAVEMENT SEE DETAIL I•. • ... .. . I'. HEAVY . DUTY ASPHALT PAVEMENT 1-8EE DETAf .4I L I .- C3,10 R=3.0' I 7=3:0'a y5.0,.I CON.C.'VERT C RB < SEE .DET4IL•'�g 'h R=3.0' R=3.0' .1=5:0'.- Ln �I. I'. 24.0 16.0 16.0 24.0. N :169951.92 E :1294089.25 CONC VERT CURB SEE DETAIL C3.10 r UIL 1\-J.V -CONC VERT CURB SEE DETAIL C3.10 r- R= 0' , R=3.0' VERT 'CONC SEE DI ?�:� R=3.0' R=3.0' -R=5.fl'-� \ - LIGHT DUTY p R=5.0'.' \ R=8.0' \ ASPHALT PAVEMENT N:169976.9 R--�'2 1 0 SEE DETAIL(a:) E:1294115. 44 � N :170054.66 c CORNER.ACCESS RAMP .\ E :1294115.43 c c c c c N-169978.Y 1 'SEE.IDETAIL� \ I c c c c c E:1294111.44 C3.1.t N-170057.67 N:17003925. E:129411)1.42 o �p • E-1294139:2.1. 0' N:170064.22 (' ' o PERIMETER TRAIL ; 'C .' N:170003.09 ° N:169978.12 E;12941a .65 E:1294140.44 6.0' 15.6' 12:0'• ' 12.0" 12.0'- IDENTIFIER SIGN 6.0' SEE L'SCAPE PLAN -5:0' -RIGHT. OF' WAY ❑ I EASEME14T t ' N: 170002.07 E: 1294162.65 D o . �- L _ d T� 11Wn mom� 11vin llWl� - - - - - COORDINATE W/ PSE 25.0' TYPE 2 CONCRETE DRIVEWAY SEE DETAIL N o �� 7 (TYP) LIGHT DUTY ASPHALT PAVEMENT R=3.0' SEE DETAIL c .10 0 R=3.0' R=3.0' 9.0' (TYP) N 0 b o I o 9.0, (TYP R=3.0' R=3.0' N 0 K 17003.1 _--------- 1294162. - - C__� 4�:� SEE L'SCAPE PLANS ter'- ,;a- „- _ •, , \ \ TITLE CONCC SEE DETAIL� a y\o LONGACRES c3.10 R=5.0\_3.0' \ \ R=3.01j R=3.0 \ \-- ------- BUSINESS \R=3.0' / PERIMETER TRAIL SEE L'SC PE\ PLANS R=3.0' R=5.0' `� ° V A\` WATER \j MARKE CENTER N. \ \ \ SW 27TH ST & NACHES AVE SW � V A V A \ � v �R=5.0'v R=3.0 CONC V RT CURB / \ \ RYAN SEE DETAA L \ v \ \ \ C�10 V A R=3.0' R=5.0'� \ \ \ R=3.0' R=3.0' v ` \BUILDING LASTING RELATIONSHIPS y \ LIGHT Duly. G \ \\ \ CONSULTANT COUGHLIN R,2S.0' ASPHALT7EMENTSEE VERT CURB SEE DETA,1 \ PORTER SEE DETAIL \ \ c�_10 o N:170402.33 N\ \ LUNDEEN E:1294091.48 R=3.0' \ \\\ 801 SECOND AVENUE - SUITE 900 R=3.0 \ SEATTLE, WA 98104 R=3.0' R=3.0' LIGHT DUTY \ S o \ \\ P: 206/343-0460 R=3.0' R=3.0' c c c c c c c c c c c o (TYP) CONC SEE DETAIL 9 ' 10 ASPHALT PAVEMENT SEE DETAIL; 1 R=3.0' c`_10 I c v i \ \ F:206/343-5691 \ A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION N:170372.17 0---\ E:1294131.29 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET \nu ��✓���� i �• ' WALK _--------- ------ KEY MAP: ----- - PROJECT NUMBER Avenue SW r - - - - DRAWN BY oakesdale� _ _ - f,� --------- ISSUE DATE WALK SEAL ___ ----------- WNLK -- Call before you. • • . 8-1-1 or :11 UNDERGROUND In Compliance W/ City Of Renton Standards CONSTRUCTION RECORD DRAWING Approved By: Date: This construction record is a copy of a CAD file prepared by COUGHLIN PORTER ,approved By: Date: LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. Approved By: Date: COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. Approved By: Date: -.; C152268-03 SAS 05/04/2017 SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3.05 R-388307 i n i r I I Call before ,��♦ , — / o ♦ ��� / i D . 8- I ♦ , \ or 1-800--424-5555 UNDERGROUND SE VICE USA = _ _ 40 xg SCALE 1=20' HEAVY DUTY �;�;` ASPHALT PAVEMENT �; s; ri,;, r // i I SEE DETAIL(a), " �, •" // \ / ?J - ? / ,,,--36-INdH N-TUR ED EDGE AT PER ST L 10 mow* ORO- Ode ;1 -V r< -i, �'Ci �-'•�\'i,?'�' r£ ,r� \S'r. � ,,� i' ;r � .� ..1+u>; art IT LIMIT '��— ' ,<, ! A_ �" y�1 i _ T — CIS — ��� — — — ` woo:�. ,` �� woo — LAM tf� �' yh �i r . r•'i. -x `r •'` i y'1` woo a cal PAD II I I 1 ��o<"AIL \ \ o000000b 00 C� \ \ 0 � I / RIP RAP PAD I I I LI Icy I imil I I� I � I I C to I� IT\ I IM I � Im r z Im HEAVY DUT% ASPHALT PAV M SEE DETAILI 2 LIGHT DUTYI ASPHALT PAVE SEE DETAIL 1 c .1 - CONCRETE tO Al TRANSITION I SEE DETAIL c .10 N:170323.56 N E:1293367. 0 I I � I1 1 I 1 I I� ICI LIMIT �o O� c 0 o�000Q� 0 / ��ooa01 lWll �— 2 P� I I SEE DETAIL — I I C� POoT ��Detention Pond —{ Legend TEL LIN OC 5(7Vo, 13 EXISTING REMOVE PROPOSED I I Do oToo��� lawn =416, I I �� / / RIGHT OF WAY — — o / 1 1 j W o // // ' PARCEL LINE ASPHALT PAVING — T T T _ — — — �' / / CONCRETE PAVING / i / \ o , / I I I I I l— T T BUILDINGS / t / I I I I I p �/ �y� ------ T— ROCKERY CD= _ _ 111— �_ — — / V p o po p — — \ \ ���\ / \ ♦ CURBING — o p T — / GRAVEL ACCESS ROAD _ 1�W�� _ _ — y�� 0CONSTRUCTION LIMITS LIMIT \ / / SEE DETAIL 11 � W1IWIl — _ — — — _ — — WATER LINE _' p p I / / C3.11waft 11WI"1 / llWl� STORM DRAINAGE LINE T I � po po P9PcaR I \ j � � y � ' 1 ♦ \� SANITARY SEWER LINE POWER T I ' p© CON ELC ACCESS NI-EX ROADEIING momwoo ��w�� TELEPHONE LINE GRAc GAS LINE HALT TREE CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. The public and private storm drainage, sewer, water, and roadway improvements were installed in accordance with the approved plans and the documented field revisions, and function as intended. Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: WATER METER/FH EEI STORM CB/MH � -1 j SEWER MH/CO � � o GAS VALVE/METER 9 101 STREET LIGHT FIRE LANE STRIPING 0 14 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: . . 1i 1;Mr.M00 PROJECT NUMBER DRAWN BY ISSUE DATE SEAL SHEET TITLE / NUMBER C152268-03 SAS 05/04/2017 Paving And Horizontal � Control Plan °� C3006 R-388308 Match Line See SheetC301 _L Match Line See SheetC302 CONSTRUCTION RECORD DRAWING I In Compliance W/ City Of Renton Standards I I This construction record is a copy of a CAD file prepared by COUGHLIN PORTER Approved By:� Date: _ LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and Approved By:i rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the Approved By: accuracy or completeness of such information provided by others. Approved By: I I � J I �I Tract I As Recorded Under KC Recording No. 20151224900008 I — r _ � — — �— — EX SIDEWALK TO REMAIN II _ — � — — I� CONCRETE SIDEWALK SEE DETAIL 00 I ♦ IM _ avow LIMIT goo:•;r.'.'r;•{.'. 98+50 r 98+0097+50 .� :...: ..:�•:-: .. •• 97+00 Lny _ L •'.�: ' t "fie•' � •'� � F-- IL swim - '. 95+50 mom cI +0 G 95 — ���':�-':•.� � :' .�-' � :::'•� ':> INSTALL BUS SIGN AFTER CONSTRUCTION Tj a L —� T--T• 0 STANDARD 'P .:. :.' :..:':-°`::•.::'-' :.: _ — — PER KING COUNTY METRO I i 94+00 .. — — - Street �' Sw /. I t------. :'`' :"�:, " ` . � ` ..PLANS DETAIL 9/D109 -- - - ------ - -------- -- ----- --- ®------ _------------ _ ------ EXISTING CURB TOIREMAIN I J - ---- - V ASPHALT — RESTORE EX PAVEMENT_ _J_ _ � — TO COR STD' -- _ _ — — — — ------ SEE - -- - — — — DETAIL J C9NC P ly -----_ r� LIMI � LIMIT �woo I I ------------ LIMIT � LIMIT � 11WI�� - --- � LIMIT LIMIT MM � 11WI� � � � llWll � — LIMIT /C r 11WI-I llwn COMM VAULT PER G.H. PHASE 1 36798 _ Iwn � • � 11W1, CONTRACT DOCUMENTS I COMM VAULT PER G.H. PHASE 1 CONTRACT DOCUMENTS I I i I r-- I I I I I I I I I I I I I II I— —,I I I I I � II II I I I L �I II I � I I LOT e, - � TAX LOT 0- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I R /c I iA 36798 I I I I I I I I II I I I I I I I I I I I I I I I I I Date: Date: Date: Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) SCALEummom , AWN Legend EXISTING REMOVE PROPOSED RIGHT OF WAY PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL ROCKERY CURBING L C CONSTRUCTION LIMITS LIMIT � � WATER LINE STORM DRAINAGE 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: 1 1''1;Mr.M00 PROJECT NUMBER DRAWN BY ISSUE DATE SEAL C152268-03 SAS 05/04/2017 SANITARY SEWER LINE SHEET TITLE / NUMBER POWER TELEPHONE LINE Paving And Horizontal GAS LINE Control Plan TREE IV WATER METER/FH Ell Eq STORM CB/MH L_J SEWER MH/CO � ) o OO o GAS VALVE/METER 9 0 Itt) 0 C3007 STREET LIGHT ¢— 0-0 R-388309 Match Line - See Sheet C3.02 Match Line - See Sheet C3.03 I . 1 CONSTRUCTION RECORD DRAWING CONIC CURB AND GUTTER W I SEE DETAIL(a) This construc ion record is a copy of a CAD file prepared by COUGHLIN PORTER r INSTALL PEDESTRIAN SIGNAL PO C3.11 LUNDEEN and has been entitled to reflect field verified invert and rim elevations PER SIGNAL PLANS I _• ADA ACCESS RAMP of the storm, sanitary sewer and water main systems. Field verified invert and NEW ADA RAMP I SEE DETAIL 2 rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. SEE DETAIL COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the 2 - - c INSTALL TRAFF C SIGNAL POLE accuracy or co�rlpleteness of such information provided by others. INSTALL TRAFFIC SIGNAL PO `> PER SIGNAL PLANS PER SIGNAL PLANS MATCH EX SIDEWALK .. �.. .. �- .°• - . '-,,°.'y.�..._'..>. r.'Jb PROTM'CT 11IGHT Q \, ARRICAD .�� — EX SIDEWALK I P R ST LANS f ' a ItST 1�LL PEDESTRIAN SIGNAL N A RAM — — _ j. — OtEER SIGNAL -PLANS EX PAVEMENT I E DEf R=35 O ° NEW ADA RAMP _ _ _ _ _ _ SEE DETAIL 2 LOCATE EX STOP SIGN 3"D EX CURBING r.� �--- c�3�11 CONC. CURB AID. GUTTER r c3.11 /AND STREET SIGNS TALL P STRIAN SIGNAL SEE DETAIL 11 EDGE OF NEW HEAVY DUTY SALVAGE EX SIGN POSTS , I� POD R SIGNAL PLANS c3.1.1 . ASPHALT PAVEMENT c O I k P ~' SEE DETAIL 'I STOP BAR CONCRETE SIDEWALK C3.10 3 D SEE DETAIL 12 L. ioo.+ a . ' + o o p\ 101f00 Q i� . -- - o _ _ ,4ti59.5'� NEW 'C' CURBING o -.' AFFIC DELINEATORS SET- ELIZA 0 RR - ;MATCH ALONG AN R=59.0' RADIUS — PER COR STD DTL CHANN TI N A OWS GUTTER - HEAVY ASPHALT PAVEMENT C�M1T ` 7p7+so ��P� \ got SEE DETAIL 2/C3.10 ---- — --- - ��=448.5'� ��� "D coti NEW CROSS WALK STRIPING �\ � � � � � � LANE MARKINGS � WEDG€VARIABLEOASPPHHALT — J AND STLIZ BA SEE MARKIN�� IL _ SEE DETAIL�� R=437.5'� q S \ CURB &RADIUS � � NEW ADA RAMP '02�0o c� � � I �_�—� • .-. 5 6 7 8 � SEE DETAIL \ \C3.13 C3..C� RESTORE• � �13 �C3.13 �C313 � _ ' � s s T�0 D s •� SEE DETAIL 5 :::o,.,a \ REMOVE fX STREET LIGHT _ \ a. \ J 4 c 3 L \ �.. ' AND INSTALL TRAFFIC SIGNAL POLE S \i0�� DOTTED EXTE ON _ .. PER IG L PLANS 3"D i so PER WSDOT M2(% 1 fEC�EX STREET LIGHT > : 1 ' — T �� ( Ci U r � . �. . • . � � •. � � Mir �j INSTALL PEDESTRIAN SIGNAL (d POLE PER SIGNAL PLANS I N✓em\ �` 1 IV�1� 1 13.5 \ CONCRETE SIDEWALK T \ O r� SEE DETAIL 12 'ck \ ADA RAMP IN PHASE �■ I INSTALL EDESTRIAN SIGNAL POLE liW�� \T l' 1 SCOPE IPERISIGNAL PLANS IEl I I NEW DA RAMP MV/7 r wq I SE ETAIL4a:) BIKE INSTALL TRAFFIC SIGNAL POLE I I c PER SIGNAL PLANS II N C NC CURB AND GUTTER 1iWi� I NEW ADA RAMP I � �' �' I E DETAIL(a)� SEE DETAIL (a:) C3.11 I CONIC CURB AND GUTTER I o� I STOP BAR SEE DETAIL(a)I \ N. HEAVY ASPHALT PAVEMENT SEE DETAIL I I I � I I I I I I I I I � I I I I I Q I I GENERAL PAVING NOTES: Qj 1. ALL ASPHALT IN THE CITY RIGHT-OF-WAY TO BE HEAVY DUTY PER DETAIL c 3.1 OR MATCH EX PAVEMENT SECTION WHICHEVER HAS GREATER THICKNESS. Fri d, \ 0 2. CONCRETE IN SIDEWALKS, CURB RAMPS AND DRIVEWAYS SHALL BE CLASS 4000 PSI. Oq TRAFFIC LIGHT 3. UTILITY COVER ADJUSTMENT SHALL HAVE 1 FOOT PATCHED AREA OUTSIDE OF COVER. I I o 0 4. ANY PRE -CAST CURB SHALL USE EPDXY ADHESIVE. I Q 0 SSW o I m 0 ssco's I Y Q ssco° o GUARD I SHACK o PJB I0 o CONC sscoo 0 MECHANICAL BOLLARDS, o GATE, ARM SOUTH ssco 0 I ssco 0 9 0 / CONC WALK I I I II I �I I � II I ►I I I I II � II I I I II I I I I "BLOCK OUT" STRIPING SEE DETAIL �a1 \ 3"D \ \ Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: Date: _ Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) • 10 20 4• womm SCALE 1"=20' Lege n d EXISTING REMOVE PROPOSED 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: RIGHT OF WAY — — PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING ISSUE DATE CONCRETE PAVING BUILDINGS ® SEAL GRAVEL L ROCKERY C Q99 CURBING CONSTRUCTION LIMITS LIMIT WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GAS LINE TREE IV WATER METER/FH Ell Eq STORM CB/MH LJ SEWER MH/CO \ ) 0 OO o GAS VALVE/METER 9 0 Itt) 0 STREET LIGHT ¢— 0-0 C152268-03 SAS 05/04/2017 SHEET TITLE / NUMBER Paving And Horizontal Control Plan C3008 R-38831 0 PREMOLDED CONTINUOUS In Compliance W/ City Of Renton Standards TITLE MASTIC JOINT STRIP OR DISCONTINUE REINFORCING Approved By: Date: JOINT MAY BE SAWCUT, AT CONTROL JOINT, SEE LONGACRES a 2" ATB PAVEMENT 2" ATB PAVEMENT SEE DETAIL A BELOW. SPACING TABLE BELOW �' a I I Approved By: Date: 2" HMA PAVEMENT 3" HMA PAVEMENT ° a ° FINAL FINISHED GRADE FINAL FINISHED GRADE a° a0 as . 0 a° 0 Approved By: Date: a °. a a BUSINESS a Approved By: Date: go�0000�0000�0000 oogo�000go�000go�000go�000go�000go�000go�000go�000go�000go�oo �go00o�go00o�go00o�g 000�g0000�g0000��0000�g0000�a0000�aoo0 oo�a0000�a0000�a0000�g000 CENTER 0000 0000 0000 0 0 0000 0000 0000 0000 0000 0000000 0000 0000 0000 �O �O �O �O �O � � oo�o�0000�o�0000roo�000 �oog��oog��oog��oogo��oogo��oogo��oogo��oogo��oogo��0000��o FINAL FINISHED N - - - - - - -__ p CONCRETE PAVING GRADE 8 HMA PAVEMENT � 1=I I-� 1=I I=I 1- I-� 1=I I=I 1=� I=1 = � I=1 �_� 1=I I=� I I I=I I I I=1 �_� 1=I I=� 1=I I � o SEE DETAIL � NOTE: - - - - -1= - - - - - - - - - - - - - - - - - - - Q PROVIDE CONSTRUCTION OR CONTROL = = = == 1 1-1=11-1=11=11= -I 1-1=11=11=11=11=1 =I 1=� =1=� 1= = =I =1=� 1=I 13 Z JOINTS IN SLABS ON GRADE TO BREAK 111111II1111 II=11 11=11=II=11=11 DETAIL A SAWCUT CONCRETE, SLAB INTO RECTANGULAR AREAS, SEE SW 27TH ST &NACRES 14 1=1l51=1l5 l-l1- =1-I -I I-11-I I-I1- /j��j��j��j��j�� //j \�/j�/j�/j/ - USE BACKER ROD AND JOINT SPACING TABLE BELOW. AREAS TO W FILL W/ SEALANT, SEE BE APPROXIMATELY SQUARE AND HAVE AVE SW RESERVOIR TABLE. NO ACUTE ANGLES. JOINT LOCATIONS j TO BE APPROVED BY THE ARCHITECT. OOO�OO OO�OoOo COMPACTED SUBGRADE SD SEE ARCHITECTURAL PLANS FOR STAMP 4 1 1/4 PATTERN, COLOR AND FINISH. -I I-1 O= COMPACTED SUBGRADE E =I __1 __I I-- 2" THICK CRUSHED SURFACING BASE COURSE 2" THICK CRUSHED SURFACING BASE COURSE === 1_1== BUTYL OR a JOINT SPACING TABLE 8" LAYER OF COMPACTED PIT RUN GRAVEL 12" LAYER OF COMPACTED PIT RUN GRAVEL POLYPROPYLENE ROPE OR NOTES: NOTES: BACKER ROD SEALANT RESERVOIR TABLE 1. ALL ASPHALT PAVING TO CONFORM TO WSDOT STANDARDS FOR HMA, SIZE 1/2" PRIVATE ON -SITE 1. ALL ASPHALT PAVING TO CONFORM TO WSDOT STANDARDS FOR HMA, SIZE 1/2" PRIVATE ON -SITE 2. TRENCHES OR EXCAVATIONS THROUGH THE ATB SURFACE SHALL BE ONLY 2. TRENCHES OR EXCAVATIONS THROUGH THE ATB SURFACE SHALL BE ONLY BACKFILLED TO MATCH THE CONSTRUCTION SURFACE PRIOR TO PLACING BACKFILLED TO MATCH THE CONSTRUCTION SURFACE PRIOR TO PLACING FINAL LIFT OF ASPHALT. DAMAGED PORTIONS FINAL LIFT OF ASPHALT. DAMAGED PORTIONS OF CONSTRUCTION SURFACE SHALL BE REPAIRED NTS OF CONSTRUCTION SURFACE SHALL BE REPAIRED NTS PRIOR TO PLACING FINAL LIFT OF ASPHALT. Light Asphalt Pavement PRIOR TO PLACING FINAL LIFT OF ASPHALT. Heavy Asphalt Pavement 2 BUILDING LASTING RELATIONSHIPS SUBGRADE 6" THICK 5/8" TOP COURSE CONSULTANT COUG H LI N COMPACTED TO 95% MAX DENSITY NTS PORTER STRUCTURAL FILL AS REQUIRED (FILL AREAS) Contraction Joint 3 OR EX 12" (MIN) SUB -GRADE (CUT AREAS) LU N D E E N COMPACTED TO 95% MAX DENSITY PER ASTM:D 1557 801 SECOND AVENUE - SUITE 900 JOINT W/ 1/4" CHAMFERED EDGES AND POURABLE n NOTES: SEATTLE, WA 98104 FLEXABLE JOINT FILLER W/ BACKER ROD AT 16'-0" CSK-003 As r8 Right Of Wa MAXIMUM DIMENSION EACH WAY 1. SEE CITY DETAIL 5 ON SHEET C3.12 g y Asphalt Paving g P: 206/343-0460 F: 206/343-5691 CONCRETE SLAB A CONSULTING ° a a STRUCTURAL AND CIVIL ao a °a a as ,a THICKENED ASPHALT EDGE ENGINEERING CORPORATION ° SEE DETAIL THIS SHEET LIGHT BROOM FINISH 4" CONCRETE SIDEWALK 1/8" R ISSUED: 000 OooO OooO Oo OooO OooO OooO OooO OooO OooO OooO OooO OooO OooO (4000 PSI) �oOooO�oOooO�o0oo0� ooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOoo ° a d 000� 0°00� 0°00� o° 0°00� 0°00� 0°00� 0°00� 0°00� 0°00� 0°00� 0°00� 0°00� 0°00�0 w ° a aI I DATE DESCRIPTION 0 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 00 0 >,,, a a o 000 00000�0000 �00000 03/09/2016 BUILDING PERMIT RESUBMITTAL a ° 0 0 II-11=11=II=11=11 =11=11 II-11=11=II-11=11=II-11=11=II-11=11=II-11=11=II-11=11=II-11=11=II-11=11=II=11=1-' ° o000 80�0 03/15/2016 CSK-003 o 0 0 0 0 0 0 F I I -I I -I I -I I-11-11 I I-11- I -I I -I I -I I -I I -I I -I I -I I -I I-11-I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I -I I-11-11 00� 000 000 000 oo� 000 000 000 000 � N ,�ooaoo�ooaoo�ooaoo�ooa o�ooaoo�ooaoo�o a o0 0 00 4� � Q� Q 11=11=11=II=11=11 =11=11 11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=11=II=11=1 �O Oo0 Oo0 Oo0 O Oo0 Oo0 Oo0 Oo0 � ,� 000 000 000 � � �� � �� � �� � � � �"� �"� �� �� --------------------------------- ��000�80°00�80°00�80°00 11--11-11-11---------11---1------11---11------11--11-----11-1 NTS-1-I-- ASPHALT PAVING Not Used 8 4" 5/8" MINUS CRUSHED ROCK \\\O,�\\/�O/, r0\i/\\j �j` PER PLAN \ STRUCTURAL FILL AS REQ'D OR NATIVE COMPACTED CONCRETE PAVEMENT SEE DETAILS PER PLAN GEOTEXTILE FABRIC TO 95% MAX DENSITY PER ASTM: D-1557 SEE DETAIL THIS SHEET 12" THIS SHEET KEY MAP: CRUSHED SURFACING BASE -COURSE MIRAFI 50OX OR COMPACT TO 95% MAX DENSITY APPROVED EQUAL 19" COMPACTED STRIJCTIJRAI FIII JOINT SPACING WIDTH (W) DEPTH (SD) 9-11, 1/8" 1/4" MIN. 11-14' 1/8" 1/4" MIN. 15-17' 1/4" 3/8" MIN. 15-18' 1/4" 3/8" MIN. 20-25' 1/2" 1/2" MIN. 25-28' 1 2" 3 4" MIN. PAVEMENT DEPTH JOINT SPACING 5" 9-11' 6" 11-13' 7" 13-15' 8" 15-17' 10" 18-2V 12" 20-25' 14$$ 1 25-28' PER PROJECT SPECIFICATIONS 18" LAYER OF COMPACTED STRUCTURAL FILL NOTES: 'SEE COMRACn ,'D' I •D" ROU DING I C. 1, ,? PNI R IT'rP 1 15�' CW BNDT WC. UDEOINBIOInA- t i 1 i SOILS PER GEOTECH REPORT. USE A COMBINATION PRIVATE ON -SITE PRIVATE ON -SITE PRIVATE ON -SITE t OF Gu I enln /nR nvGR wreverinnl TO GcreRl Icu n►o v n►o v 1. SEE SPECIFICATIONS FOR GENERAL ASPHALT PAVING NOTES nw v ,-d-L- suatwAAK_ DE7El�i6]si�Ei "° "MAggfTFILLER-- ---- __-- "� ,M.�� IT Lr. ,T.,TII 1 I,TL�LII VIILI VIILI VI\LI ALL COT p, ISSECONTMCn SUB -GRADE PER GRADING PLANS `LOPES a0N1 R. (TYP,1 WITH RAISED EDGE NOTE: 2. IN AREAS WHERE NEW CONCRETE IS INSTALLED ADJACENT TO _i_ dy / �;i >. , s, B Nor INCLUDED W Bw rTEM - ATB PAVING, INSTALL ATB RAMP TO CONCRETE AT 12:1 SLOPE. NTS SIDEWALK IN RIGHT-OF-WAY TO BE PER CITY NTS NTS 12-.IN PREMOLDED ' ' FWISHEOGRAOES (N'BELOW Concrete Pavement 5 Concrete Sidewalk 6 Concrete / Asphalt Transition SOT TO CURB TOP OF CONCRETE SURFACE OF RENTON DETAIL THIS SHEET 7 ADJACENT To cuRB � SEE CONTMCT, ROU NG V!' IM11 R. fTYPJ • � CURB NOT INCLUDED W BIOITEM - ' PROJECT NUMBER C152268-03 L an- INI ;3,+.; WALL Oft BARRIER SRIOOE OR PEOESTRM PgElAILI.R RARING JOIM FLLER ADJACENT TO CURB DRAWN BY SAS BARRIER - SEE SIDEWALK (STEEP FI.L SLOT I CONTRACT PUNS ME COMRACT? WALL OR BARRIE I. ON'R IT . ISSUE DATE 05/04/2017 rLUSy I 1ST• CURB NOT INCLUDED IN BIO ITEM- SKIEWALII — I/TI R TRUNCATED DOMES VERTICAL ALL YB'IIN, PREMDLDED SLOPE VARIES " sE=_DEUL .01M FLLER jTVP.I 1T SEAL 6 CONCRETE SIDEWALK OR ADJACENT TO CURB AND RAILING OR WALL 1a DM PRErgLDED 5-1 2 JOIM FLLER SEE DETAIL L pE 1 R � C311 HEAVY DUTY PAVING ASPHALT THICKENED EDGE BIFFERS'RIP ASPHALT PAVEMENT SEE DETAIL SEE CONTRACT (SEEAC1TE,nI SEE DETAIL 1 2 c SEE L'SCAPE PLANS FOR 1 IINIR SIDEWALK ADJACENT TO WALL DETAIL 1; IrYP.I CURB NOT INUUOEDMBID REM- l t B%Y I Sk MIN � V c- o c- 0 24" MIN FLOW DISPERSAL SURFACES �' t In LEVEL I? PAVEMENT FLUSH CURB ° ADJACENT TO RAIN GARDENS FINLSHED GRADE I"IW) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED >r IF a a a a a a a FINISHED GRADE ADJACENT TO BUFFER STRIP FINISHED GRADE BNDGrEOFINI.H �y ( ) �- ' a' w'DE SMOOTH RAISED EDGE DETAIL CI J Q� 36936 ` TROWELED PERIMETER I 1 4 CONT. www EXTEND SIDEWALK tRANIVERSE JO7W75 TO INCLUDE RAiBEJ EDGE ONA7 I 2 MIN .�: ,Lul'REeA oo�RSHO NOT INCIUDED W BIO ITEM For NOTES see STD PLAN 104.2. \ Paved surfaces must comply Wlth o o o o o o o o o o o o o o o o o / �, STD PLAN 102.1 as applicable / a BTU TA SHEET TITLE /NUMBER SIDEWALK Q Q Q Q Q O\ / / / / \%�\/�\\/\�\/\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ SIDEWALK ONLY /\ CAST -IN -PLACE CONCRETE / /\ \OO\O\�/%///////////////////////////////////////-'' 2 - #4 CONT. \ o o , o o o 4" MIN CRUSHED SURFACING /\/\\\\\/ x' U"'�a IDEWALKISUSTDRANa �;'�., • �, ;�D Paving Details `"f' JOINT AND FINISH,°D,"E,,n�pRy� CAST -IN -PLACE CONCRETE /� �V/�V/�V/�V/� TOP COURSE �-3 4 DETAIL E EXPANSION JOINT c CONTRACTION JOINT 4" MIN CRUSHED SURFACING ASPHALT PAVEMENT SECTION SUBGRADE TOP COURSE 7-3/4 SEE DETAIL THIS SHEET PUBLIC WORKS CEMENT CONCRETE STD. PLAN — 102 PPRO 'F.D DEPARTMENT SIDEWALK NOTE: FOR FLUSH CURB, ELIMINATE TOP REBAR NOTE: F PRIVATE ON -SITE PRIVATE ON -SITE NOTES: PRIVATE ON -SITE Gregg Zimmerman, Public Works Administrator ONLY 1. IN AREAS OF INTERIM ATB FINISH CONDITION, THE CURB TO ONLY ONLY BE INSTALLED IS TO PROVIDE A 6" CURB FACE FOLLOWING 1. SEE SPECIFICATIONS FOR GENERAL ASPHALT PAVING NOTES FUTURE ASPHALT PAVING. THE INTERIM DIMENSION IS TO BE NTS 9" ON CURB FACE. NTS 2. STERILIZE ALL AREAS TO BE PAVED WITH SOIL NTS City Of Renton Std Plan 102 STERILANT, PRAMITOL 25E OR EQUAL AS I C301 0 Concrete Vertical Curb 2. TRUNCATED DOMES TO BE HIGH CONTRAST COLOR, NOT YELLOW Depressed Curb RECOMMENDED BY THE MANUFACTURER. Thickened As p h a It Edge Cement Concrete Sidewalk R-38831 1 10 CURB RAMP (MOTH 1'- D• MIN. TRADING TO MATCH (A \ NOTES ��v CURB RAMP MOTH -SEE CONTRACT PLANS \T' / CURB RAMP WIDTH f - T MIN. 1 Provide a separate Curb Ramp for each marked or unmarked Uosswalk LANDING TO MATCH CURB RAMP MOTH - SEE CONTRACT PLANS Curo Ramp location Shall be placed within the width of the associated LANDING - GRADE BREAK LANDINGD I I vOsewalk or Be shown In the Contract Plans. GRADE BRFAK \ SEE CONTRACT PLANS - CURB RAMP - GRADE BREAK 2 Where "GRADE BREAK"is Called oul, the entire length of the grade 4' - T MIN. CEMENT CONCRETE SIDEWALK I break between the two adjacent Surface planes shall be flush. SEE CONTRACT4 PLANS - SEE NOTE 5 p • - 7 MIN. , I PROVIDE $MOOTN 3. Do not place Gratings, Junction Boxes, AcceorDI Access Covers, Of other appuf's- CEMENT CONCRETE TRANSITION TO �,-o, nancee in front of the Cum Ramp or on any part of Dte Curb Ramp or SMEWALK SIDEWALK- SEE NOTE 5 1 OlN (tYP.1 SEE CONTRACT PLANS - I MIK SEE CONTRACT PLANS - Landing. Z MAX 4'-PAW RS1 MAX 4'.PMIN. FLARE (TYP.) SIT ExPANSION 4. See Me Contract Plants for the curb design specified. Sea Standard Plan JOINT (TYP I SUPFE0. WDTN--H TO F-10.12 for Curb. Cu'b and Gutter, Depressed Curb and Gutter. aid 1B-FXPANS10N I CURB RAMP lmmaw PUNF-70.10 CURB RAMP DEPTH (TYP.) Pedestrian Curb details . JOM (Tor .) -SEE I ,� I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details. STANDARD PLAN F411.10 BREAK Jam" See Contract Plane for width and placement of sidewalk. GMOE BREAK IWFAK TRANSITION TO SIDEWALK Bl1FFER, IF w ' PRESENT, OR TO BACK OF CURB (TYP.) - 6- SEE CONTRACT PLANS B. The Bid Item "Cement Concrete Curb Ramp Type _" does not include '40%A1{k=«;z))`i` tom - the actacerlt Curb, Cum and Gutter, Depressed Curb and Gutter, .. ....... ... :::, ..L:.i: a •:.._._ ..:- •..:•1`..::: Pedestrian Curb or Sidewalk. CAND, UT CURB CEMENT CONCRETE AND GUTTER - _-- - CURB, OR CURB PEDESTRIAN CURB - 7. The Curb Ram maximum running Slope shell not require the ram length SEE NOTE 4 . _ _ - _ `f AND GUTTER - - SEE NOTE 4 P 9P ng 1 DETECTABLE WARNING SURFACE - SEE NOTE 4 D I to exceed 15-feel to avoid chasing the cope Ihde(Im:ely when Connecting SEE aTANDARD PUN F416.10 _ DELECTABLE NYIRNHG 5URFACE- to steep grades. When applying the 15-foot maximum length. the running FACE OF CURB 1 _ _ _ FACE OF CURB I SEE STANDARD PUN P• 5.10 slope Of the Curb Ramp shall as flat as feasible. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - E DEPRESSED CURB AND GUTTER S_ Curb Ramp, Landing, and Flares shall receive broom finish See TO CURB (TYP.) CRDB6imiu, SEE NOTE a CROSSWALK Standard SpeClOeadons 8-14. I• L_ LEGEND SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERAFJOIgJLARA TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWM WITH BUFFER) CEMENT CONCRETE OFTFCTABLE WARNING SURFACE - SEE STANDARD PLAN F-4&10 - PEDESTRIAN CURB - SEr STANDARD PLAIN F46.10 ' GRADE BREAK SEE PMIK_ -`�.0' MAX. :'.:::� t,.'. •: SlDPE 7RFATIENT- BIi NOT CONORACTPTRNS SEE COUNTER SLOPE - SEE STANDARD I Fd0.10 -GRADE BREAK /r 5.0% IAAX r R. TYP. - .• •• DEPRESSED CURB AND GUTTER - 2.D%YAX. d3%" \ T.1 OF ROADWRY `1 •••• . SEE NOTE 4 CEIACNT LONG ETE CURB pATRI(.a. LANDING- CURB RAMP - ND DUTTER - SEF NOTE A LANDING �O OT a DEPRESSED CUM AND GUTTER - SEE STANDARD PLAN P40.12 CLUB RADIUS DETAIL SECTION O m CEMENT S' PA CURB RAMP RYPE PERPENDICULAR�-A q4o +56sAA0 2Q' PPPERPENDICULARULAR UTAR B' PAY LINT - 8tF fKYfE B e I STb 10 AL eNG S•30 (3 PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 0= 1 SHEET APPR OF R BLIGATION auo ISOMETRIC VIEW ISOMETRIC VIEW '•rco "r,:c.Aw ,a TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT w.Mk,.s" sra. 0..."i.-..r ----- NOTES: 1. TRUNCATED DOMES TO BE HIGH CONTRAST, NOT YELLOW 5tt utlAll 10 3/6" PREMOLDED c JOINT MATERIAL FLUSH WITH PAVEMENT LIT. PERP. 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 TO THE EXPANSION JOINT AS SHOWN. VERTICAL CONCRETE CURB OR EXTRUDED CURB I F O PRIVATE ON -SIZE ONLY NTS In -Line Access Ramp 5 1' TAnrn .LT PAVEMENT GRADE PRIVATE ON -SIZE ONLY NTS Tapered Curb End 9 City Of Renton Std Dtl F-40.15-02 Standard Access Ramp CONCRETE SIDEWALK SEE DETAIL �1 3/8" PREMOLDED DEPRESSED CURB FLUSH W/ PAVEMENT SEE DETAIL c CONCRETE VERTICAL CURB SEE DETAIL \ CC3.1100 DRIVEWAY APPROACH OR ASPHALT PAVING SEE DETAIL (a)OR ; ' 1 C3.1-2 C NOTES: 1. RAMP AND APPROACHES SHALL BE KEPT CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES AND INLETS. z PRIVATE ON -SITE ONLY NTS Corner Access Ramp CONCRETE WHEEL STOP W/ (1) NO. 4 BAR (EACH END) APPLY EPDXY RESIN TO CONTACT SURFACES ASPHALT PAVING a a a EMBED DOWEL 0 00 00 0 6" MIN. )oo a000a000aoo NTS I 0 Wheel Stop W 0 2 z cc a 0 Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: VARIES (SEE CONTRACT) BROOMED (SEE NOTE 1) 1 VARIES (SEE CONTRACT) FINISH (TYP.) GROOMED CEMENT CONIC PEDESTRIAN CURB (TYP.) 3/8" (IN) EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (SEE NOTE 1) FINISH (TYP,) DRIVEWAY ENTRANCE (WHEN SPECIFIED IN CONTRACT) - SIDEWALK SEE STANDARD PLAN F-10.12 (TYP ) 318" (IN) EXPANSION JOINT (TYP.) -SEE STANDARD - CEMENT CONC SIDEWALK CEMENT CONCRETE 3" (IN) R. (TYP-) PLI AN F-30.10 SIDEWALK MATCH SIDEWALK WIDTH (SEE CONTRACT) *� *� A (SEE CONTRACT) I I I PLAN VIEW CEMENT CONCRETE CURB B CEMENT CONCRETE AND GUTTER (SEE NOTE 3) 5' - 0 2' - 6" DRIVEWAY TAPER (TYP) C DRIVEWAY ENTRANCE TYPE 1 CURB AND GUTTER NOTES (SEE NOTE 3) (TYP•) (TVP) PLAN VIEW SIDE SLOPE (TYP) TYPE 2 1. When the driveway width exceeds 15' (ft), construct a full depth 15' MAX. (SEE NOTE 8) VARIES 15' MAX. (SEE NOTE 6) expansion joint with 318" (in) joint filler along the driveway centerline. 112" (IN) UP BETWEEN GRADE (TYP) (SEE CONTRACT) (TYP) > See Standard Plan F-30.10. Construct expansion joints parallel ROADWAY GUTTER BREAK GRADE GRADE BREAK with the centerline as required at 15' (ft) maximum spatting when (SEE CONTRACT) AND CURB,OR SEE BREAK NOT STEEPER THAN * * - (SEE CONTRACT) e driveway widths exceed 30' (ft). CONTRACT PLANS ROAD GRADE �^ ,.-,•::...•'-. 2. See Standard Plan F-30.10 for sidewalk details. 112" (IN) R- (TYPO * ra DEPRESSED CURB AND •' 3. Curb and Gutter shown: see the Contract Plans for the GUTTER (SEE NOTE 3) PEDESTRIAN RAMP a 4 1 PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 forto - CEMENT CONCRETE �� Curb Details. 3/8" (IN) EXPANSION JOINT (TYP.) - DRIVEWAY SIDEWALK (TYP-) SECTION L N 1 SEE STANDARD PLAN F-30.10 4. Avoid placing drainage structures, junction boxes (SEE NOTE 7) SIDEWALK DRIVEWAY RAMP or other obstructions in front of driveway entrances. 318" (IN) EXPANSION JOINT MP) - 112" (IN) LIP BETWEEN SEE STANDARD PLAN F-30.10 ROADWAY GUTTER 5. Where "GRADE BREAK" is called out, the entire length of the SECTION C (SEE CONTRACT) (SEE CONTRACT) AND CURB (OR SEE line between the two adjacent surface planes shall be flush. 1l2" (IN) R CONTRACT) LEGEND 6, The Pedestrian Ramp length is not required to exceed15 feet (TYP.) (SEE CONTRACT) a rrAND DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying SLOPE IN EITHER DIRECTION ON GUTTER the 15-foot max. length (measured from back of sidewalk) the •. ,.... ,.. -y : . • * fD C (SEEN E 3) p 1.5% OR FLATTER RECOMMENDED FOR running slope of the pedestrian ramp is allowed to exceed 8.3 /o. * DESIGNIFORMWORK MAX.) • • `'' ' (2% Use a single constant slope from bottom of ramp to top of 7 5% OR FLATTER RECOMMENDED FOR OTT 2� c�G L DRIVEWAY RAMP ramp to match into the sidewalk over a horizontal distance * * DESIGNIFORMWORK (8.3% MAX.) A, O1 USg! DRIVEWAY 3/8" (IN) EXPANSION JOINT (TYP) - of 15 feet. (SEE NOTE 6) 4 yAti� (SEE NOTE 7) SEE STANDARD PLAN F•30.10 7. Beyond limits shown. Pay item does not include driveway. All, SECTION O See Contract Plans - "CEMENT CONCRETE DRIVEWAY C ENTRANCE TYPE 2" PAY LIMITS "CEMENT CONCRETE DRIVEWAY 1� CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 ENTRANCE TYPE 1" PAY LIMITS FOR RAMP LENGTHS GREATER THAN 8' - 0" PROVIDE S T BV t� CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. sSIONAL g�G DRIVEWAY (SEE NOTE 7) �/ u DRIVEWAv ;}.} 1.-I -I .�.T.Zn i'V CL 4000 CONCRETE PER STANDARD SPEC. 5-06.3 ISOMETRIC VIEW TYPE 1 - PAY LIMITS o n' MIN _ -- �LXISIING A5PHA PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6.. CRUSHED ROCK RESIDENTIAL STREET MINIMUM I 4" HMA (or ACP Class B) (SEE NOTE 1). OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER, 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS - PUBLIC WORKS ?E�1• DEPARTMENT Fc14s7m;if;`: tli;! CURB AND GUTTER REPLACEMENT DETAIL (SEE N CL 40DO CONCRE PER STANDARD SPEC. 84 City Of Renton Std Plan 103 I I Curb And Gutter Replacement CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1, 2, 3, & 4 STANDARD PLAN F-80.10-04 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION �q�cra:,. kIT _ . �a �,IL.�L ]J,'ll STATE DESIGN ENGINEER Alllllllh Washington State D•portmenl of Tronsporlalion 170 City of Renton Std Dtl F-80.10-04 Cement Concrete Driveway :3 Not UseNd 12 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: 206/343-569 I A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL SHEET TITLE / NUMBER Paving Details C30 R-388312 METAL SIGN; BOLT TO — PIPE COLUMN — SEE DETAIL THIS SHEET FOR ADA AND VAN SIGNS 2" x 2" SQUARE TUBE GALVANIZED METAL SIGN SUPPORT POST PER WSDOT 9-28.14(2) GALV. SQ. TUBING 4"x4"=12.02#/FT. CAST IN CONC. — PROJECT 2" ABOVE FINISH GRADE CROWN 12" CONC. ENCASEMENT (3000 P.S.I.) 4" PAINT STRIPE PRIVATE ON -SITE ONLY NTS Blockout Striping C I CV GRADE ADA PARKING SIGN - PER PLAN SEE DETAILS THIS SHEET =L� ADA SYMBOL SEE DETAIL THIS SHEET Uj W Z W J ADA STALL ACCESS STRIPING WIDTH PER PLANS WIDTH PER PLANS NTS 3 ADA Stall � o I CV F CV 76 -o°C �ji n- n� PRIVATE ON -SITE 4" MIN GRAVEL BORROW ONLY NTS On -Site Sign 7 PRIVATE ON -SIZE ONLY NTS ADA Sy mbol 9 PAINTED BLUE BACKGROUND PAINTED WHITE — LOGO :, N z S-0" O Z �o z INTERNATIONAL ACCESS SYMBOL PAINTED ON PAVING RESERVED PARKING 81ATE DIBABL®P wXw PENT FEDLIMM RESERVED PARKING BrATE OIBABL®PAIXM P9ilT FECUMM VaN ACCESBBLE DISABLED ACCESSIBILITY SIGNAGE MOUNT PER ON -SITE SIGN DETAIL THIS SHEET EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE CENTERED BETWEEN 3 AND 5 FEET AT THE HEAD OF THE PARKING SPACE. FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF—STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ____________ OR --- OR BY TELEPHONING ____________." NTS ADA Parking Stall Sign TS Not UseNd 0 MIN MINI MIN MIN MIN 2" CLAS *2" TO 6" C OR CI I- 6.5' MIN. �1 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MINIM,N 2" CLASS 'B' CRUSHED ROCK, FLOWAE,­ OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 OF CURB OR OF PAVEMENT :ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 ALSO SEE DETAIL a/c3.10 City Of Renton Std Plan H-032.1 Transversible Patch For Flexible Pavement 5 Not UseNd "BAND -IT BF OR APPROVE[ Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ I MOUNTING ON METAL POLE 2' MIN. EDGE OF 4"x4" PRESSURE TREATED POST 12' 7' MIN TYPICAL TO BOTTOM OR AS OF SIGN REQUIRED I Date: Date: Date: EDGE OF TRAVELED ROADWAY 30 =-I 90. FOR REFLECTORIZED SIGNS: MOUNT FACING 3' OUTWARD IF SIGN IS WITHIN 30 FEET OF ROADWAY SIGN FACE ORIENTATION 5/16"x2-1/2" GALVANIZED LAG SCREWS WITH GALVANIZED WASHERS. 30" IMIN. REPLACE TO MATCH EXISTING ADJACENT MATERIAL COMPACTED SELECT FILL MATERIAL MOUNTING ON WOOD POST SIGN MOUNTING ON SINGLE WOOD OR METAL POST ADOPTED CITY OF RENTON �I.'1• STANDARD PLANS _- - I= DATES April 2004 DWG. NAME: GR01 SP PAGE: GOI O City Of Renton Std Plan G-010 Sign Mounting Not UseNd 12 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 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, z 36936 GISTEgCy� ONAL A I� SHEET TITLE / NUMBER Paving Details C3012 R-388313 APPROACH LINE 588888a laIIIIIII UT8" 1 4" WHITE TYPE 'I' LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) NUMBER AND LOCATIONS OF ARROWS APPROACH LINE LENGTH ARROW LOCATIONS rOR 20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR) 50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE) 125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS OVER 300' AT 100' INTERVALS '�I WHITE 12" TO 24" 01 m a 10 STOP LINE WHITE I . WHITE EDGE OF ROAD LINE TURN MARKINGS 10'-0" 6' TO 8" AS WHITE OR YELLOW TRAFFIC FLOW ~-- 6" TO 8" ISLAND W/CROSSHATCHING 15,-0" 9'-0 3: 5 RATIO WHITE LANE LINES o44 r Pavement Marking Details II ADOPTED RAILROAD CROSSING MARKING �; .� CITY OF RENTON SKIP APPROACH LINE STANDARD PLANS LST DATE:L-Aug-90 City Of Renton Std Plan H-008 a s a a a s DWG NAME:HR-03 SPPAGE: 11008 Pavement Markings I— 9' 15' 3' MITE Y 4 WH E TYPE I LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) LANE LINE •9'• — 15' --� 13'� •� 4" WHITE TYPE 'I' • `} LINE MARKERS 4" WHITE TYPE 'Ile' LINE MARKERS (REFL.) CHANNELIZATION MAKERS DETAIL p ADOPTED `0 CITY OF RENTON ♦I,� � STANDARD PLANS LSf DATE.04/04 DWG. NAME: H002 SP PAGE: HOC_ NTS Channelization Markings 5 EDGE Leaf l PAYED SHOULDER HALF MARKER "I IALE INTERVAL) 810E 04 r4i � b t j PA L, StK)ULDER - FULL MARKER (1 WE INTERVAL) AERIAL SURVEILLANCE MARKERS CENTERLINE OF 1 GROSS CULVERT E;wE LLHE ANGLE y T CROSS CULVERT t � PA VEn SHOUL(ER CROSS CULVERT - EDGE LINE I. GENERAL NOTE See GOn"a for L0 tlon and matenal requirements r TYP SEE NOTE 1 r I ROADVAY LANE , CROSS1NlalL�__ r MAX i I t FOR f &IOIA.DERS _ —1 'I 1 FOR VADER SHMDEAS - — - SEE NOTE 2 IE NOTES �\MWAM T For skewed QD1lwalks positron Ina Ines parallel to the traffic lane 2. Instafl Crosswalk Line in 11,000er area any wtN3n etlj—t to sioe—P, or separate walkway STANDARD PATTERN PAVED SHOULDER CATCH BASIN OR GRATE INLET 5 MA% T\ ROAOV.4 F Ir f TYP FSCD)TTE ZE'C( �• qc�j 2 �,P DRAINAGE MARKING IIIjjIjjIIII jjIjjII IIIj1I 4 b� l l l l I oPJ 'O •/57� "4�U\�� JEO N,AL U U U U U'U __ U U U I EAMFS YA' 5, 2003 1 USE TYPICAL SEI FOR I - 1 USE LINE FOR SHOULDERS SHOULDERS VADER THAN f - - -- I -. A'-- .-I �.. C TYP. A' NOW ER LIMN A' SEE NOTE 2 SEE NOTE2 PAVEMENT MARKINGS iE LANE STANDARD PLAN H"5c LOCAL AGENCY OPTIONAL PATTERN SFLFr2OFJ SHEETS CROSSWALK LINES ADOPTED -�<Y �j CITY OF RENTON STANDARD PLANS LAST DATE: 06/24/2002 SP PAGE H009.1 27th Ave C/L 25 .-_- - -. 20 OR Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: Date: _ Date: Date: _ CURS' i LANE LANE CURB LANE CENTER CENTER IN IN LANE LANE i 10' At�(TYP.) 86"MIN.(TYP.) 24" "(TYP.)—STRIPE "(TYP.)—OPEN LANE (NP') LANE —STRIPE CONCRETE LINE LINE 1 GUTTER __!� TIRE TIRE TIRE TIRE TRACKS TRACKS TRACKS TRACKS * TYPICAL 4—LANE ROADWAY CONFIGURATION * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PRINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. CY 0, PUBLIC WORKS THERMOPLASTIC/PAINTED ROLL PLAN — 127 DEPARTMENT CROSSWALK � N r D E City Of Renton Std Plan H-009.1 NTS g Pavement Markings PROPERTY LINE 1.0% __�-----� `_.. 20' I VC--� i 1 1 Cq Oo Lq Lfi LO L(7 CV CT) N N J w I II 'y' W � w U � U ...............: — Cl- Cl- U CL PROPOSED DRIVEWAY SURFACE 25 .............................................................................. i_11 . Ex Surface - - - - - - - - - --- 20 Driveway Profile Scale: III=O' V. 111= I' H 1+00 2+00 2+20 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 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: I I'' I ;M rm 0 0 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, z 36936 GISTEgCy� ONAL SHEET TITLE / NUMBER Paving Details NTS Not Used 6 Not UseNdTS 0 R-388314 CONSTRUCTION RECORD DRAWING In Compliance W/ City Of Renton Standards Approved By: Date: \ \ \ \\\ \ \ \ \ \ \ I This construction record is a coyy of a CAD Jile prepared -by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations \ \ \ \ of the storm, sanitary sewer and water main systems. Field verifiecarvert and Approved By: Date: _ /II ry Y rim elevations were obtained by RYAOMPANIES US INC in Jay 2017. I COUGHLIN PORTER LUNDEEN INC does not provide any warrantee as to the Approved By: Date: _ accuracy or completeness of such information provided by others. X Approved By:Date:24 Conve ance P - - A----- To Pond TITLE LONGACRES BUSINESS CENTER w„ v i I_ Call beforeyou Pond Connection Itch v Total Site Area 757, 076 sf Detention Pond O-uAccess Road v v / I / Graded Site Area 696,963 sf v<� D �- - -' /9 SW 27TH ST & NACHES I/ �� y \ \ \� // / �.. � 0 40 80 160 _ \� \ \ i ,/, tt/ Pond Graded Area 68,895 sf I or 1-800 424-5555 AVE SW 14 UNDERGROUND QC \ 0 Site Earthwork Volumes--- r �-I 0 SCALE 1"- ' 8 SERVICE (USA) Cut I �- �7---_ , /I I — I�rl I I I I \ — .•. I 1 J tt g \ tt �v _ I I ' / ,' / r Fill 399800 Cy I - Pond earthwork Volume I =�-,�BUILDING LASTING RELATIONSHIPS - ° tt Cut 12,356 c 1 I a® m Gr GA' - CONSULTANT COUGHLIN g Ex Right -Of -Way y CPORTER RTER -P onve ance Pipe l \ LUNDEEN I ( To The Detention Pond I \°/ 1 ..► 801 SECOND - D AVENUE SUITE 900 \k I Ex Right-Of-Wayrz �\ Do Not Disturb Ex Utllltle$ s 1 j �� � �� SEATTLE, WA 98104 / -- .. - , - - 1 �' / I � — � P• 206/343-0460 F: 206/343-569 I WCL--- _—iVL� ----� _/L — -- — —_ -- — •�®. �.....• WCL WCL WOE WCL WCL L - �^'�•^� - - - - - VV-� - - - - - I W ""'�'°e"` — � _ —�� , - — e — � —I I � I , A CONSULTING r� — TT,T _ T O I• I STRUCTURAL AND CIVIL a- Building gloom OMNI IL 111 ,1\ ii I � ■ I I I ® AN_ i a — I I , ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION "' 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE Ullfn D ,/ / rm I �'� , 07/17/2017 AS -BUILT SET y tern KEY MAP: a s a s I r r r l�,,I,.:�..I..�:,a V -------------- J v v \ - - E IMMka►- 1� ,r ULL _ FUEL F L FUEL —---IE� PROJECT NUMBER C152268-03 M miu_ M —M —M 401111 _M M/ DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �I .LL n� � 11W --� �/j ,•— — , I l A�u'��s � \ \\ � � � �'/ I �I ���� w ��� IIII I�I I_—_ _ v _ — — — —W— — IIIIIIIIII�! u — / �' O I j 1 I E ., v v vv v .. w ,,� —W � c�sTEg ti 1 \ \ IlllllllljjI Ir /� l l l �� v v �. oNaly / I 1 tI , v s°a �v v.�i.. / r IIIIIIgII .��' � 1"-j/ _ �IIIIIIIIIII �I \ I I -a I I I I I� Ill• 6 ' ae �I IIII II I I I yl I I� �V —L6A 2 17 \ a \ I I SHEET TITLE / NUMBER II \ 7 \ I III h►� I I I , I \ _I► / / IFS \� I I I Grading and Drainage I I Ex vRi - f-V ay Overall Plan IllI � � I -- - IIIII IIl'I � I —_--- — C4 IllljI �1 Ij III 1 ■ Idv R-388315 Burlington Northern Railroad 0 c s� >� 0 r 7 rT� 7u m -- Ul m r / Y �^ r F11m — ,'1 N � / C, U) II m w l m c/ \ m � r �I3L / I IC I� C I I w 1 / cn 0 / C m N �z z m / r w I I I N I c Cn Cn w z r CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER Approved By: LUNDEEN and has been entitled to reflect field verified invert and rim elevations ,approved By: of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the Approved By: accuracy or completeness of such information provided by others. Approved By: I , . I I II II�II Ir—I __-----' \76"CEDAR I N C\ r I II II J� I I ICI Tract l As Recorded Under KC Recording No. 20151224900008 I I I � Il C l o r D m v M z m f- r- II III I I I I I I I I I ICI In Compliance W/ City Of Renton Standards Date: Date: Date: Date: Call before you D g., 8- 1 -1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) • 10 20 40 SCALE 1 In =20' NOTE: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. ALL CURBS ARE TO BE 6° CURBS UNLESS OTHERWISE SPECIFIED. Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL ROCKERY CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P P— TELEPHONE LINE T T— GAS LINE —0— TREE WATER METER/FH ® t STORM CB/MH L _J SEWER MH/CO � ) o OO GAS VALVE/METER 9 0 b � STREET LIGHT 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: 1 1''1;Mr.M00 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL PETS 36936 GIS'r V SHEET TITLE / NUMBER Grading and Drainage Plan C4001 Match Line -See Sheet C4.02 R-388316 Match Line - See Sheet C4.01 17 ""'17 77 23.25 / 22.48 CONST UC � �, Ridge Ridge nr- - - - - - -y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 \ 22.76 0 23.25 I 22.33 ^ 2285 This cons uction record 2!sl�a opy LUNDEEN 4 has been en11 tc of the st rr6 sanitary sewer (Ind I 3 o N N SD#A7 CB TYPE I SD#A6 CB TYPE II - 48" o rim eleva oe§ were obta* ed R' M \ p w 23. 4 23.25 c z N:170072.76 E.129 757.92 01 N:170200.54 E:1292763.03 I COUGHLIN F-�RTER LU EN, INC c \ EM17.42C14212"(IN)W RIM I accuracy rgompleteness of uch �, I J - IE=15.75 12 (IN)W /� I o SEE .42 12 (OUT) IE=15.75 12"(IN)S o SD#A5 CB TYPE II 48 N:170327.44 E:1292769.75 I (�,P) c� I IE=15.75 12 (IN)SE I RIM=21.63 SEE15.25 DETAILS (OUT)N N I IE_14.38 12 (►N)W o I 23.25 I (�P) c4.1 I IE=13.88 18 (IN)S IE=13.88 18"(OUT)E / I mI 28 LF 12"1 SD ® 1.3% 127 LF 18" ISD @1.1% J F- / 22.05 Cn 0 �1I 22.69 22.0 22.2s 2 g i 22.28 22.07 F 2.8 j / 22.41 22.72 23.17 23.25 n Or 1 22.84 c w P / I / W c // cri /, F- 23.25 N / I 1 o I I o � Joy / zr / � I , m� � � I Iw N 2.1 I / C M I / I I 1 I W I I I C I I 2 .25 N I I I I I I 1 I kWIT LIMI / w«i yr "03 o0 I T / � I llwllc 2.14 \ I� \ 23 09 \ \� �m X I 071 / W z 111 1 .0 23.25 7.671 1 1 � r II / SENSE LIMI1 man �a. F- r_..II 1 � I � I 10 \ 23.00 23 +7ii 26.OR •. - � I t rip M I Ex 0 1AIrl, ter'IT, I a / Ex SMH iE= 96 m Fr, �2 25.67 4.15 25. 12 /. 26 26.1 4 2 .54 - w a 6 5.4 , S o ;' I IME* > 11 Il D N _ 0 22.7 25. 1 -rj c m m/ < c.� 11W1'I I � f I m I '2"z REqbRD RAWING 1 In Compliance W/ City Of Renton Standards o Approved By: Date: _ a AD fil prepared y COUGHLIN ORTER ec field erified inv rt and rim el ations Approved By: Date: _ r ain s tems. Fieldverilfied inve and PANT US, INC �n July 2017. Orov a any warrantee as to tie Approved By: Date: _ at'on ri rovided by lothers. Approved By: Date: _ A F- O r 0 F- 1 m J I I irk ICI / 97 22.54 21.61 --- --�� -----�-- -- - -� �( / • 22.24 22 28 N:170296.70 2852.06 21.46 I 0 / 22.31 �\ - - 2219 RIM=21. 6" IN SE 21.40 , �� 21.38 / ( ) 21.56 oa �o� I I IE=18.5012°(OUT)E -1 � 1 22 2 .92 22.30 ( I I SEE DETAIL / t O - All \ I (TYP) C SD#E2 CB TYPE I // 22.0 L - 21.67 )p N:170090.84 E:129 47.25 0 ❑ I 2 .77 1.69 RIM=21.19 LF 12' SD @ 0-5 ,� IE=17.1512n(IN)E �ti I - 1 l IE=17.15 12n(OU N 21.24 21.58 ® �� - 21.75 30 SEE DETAIL 5 a (TYP) c4. - N I v 23.0 3.00 o _I I nCp � --FTG FTG----FTG----FTG ---FTG-- -F G----FT - - TCr---FTG---- TG----FTf� I l O 1 FTG ---FTG---FTG----FTG---I TG-, :.:. Cry W w HI PNT 1.44 ® 21.58 I ' S E 702 0 12284.8 `a A C RIM=22.49 ® D 7 7 E: 2 28 1.0 IE=20.51 6n OUT NW \� ✓ \ I m E=16.85 12"(IN)S SEE DETAIL 12 CONNECT �TI G o y� m 1 I =17.35 6(IN)SE (TYP) c4_10 DRAIN T�STOR I I l r 1 :., r L--� =16.85 12°(OUT)NW SYSTEM -FTG I I S F' SD#E3 CB YPE I I o IA AREA DRAIN SEE DETAIL c� ® b' 22.os N:170087 72 E:1292908. 0 Z 0137.84 E:1292876.81 5 LF 6n SD (� 2.0 I I RIM=21.1 i I b � IM=22.461 IE=17.77 12"(IN)E I =18.46 6"(IN)E / 6n STORM POC�''� 34 F 6n D @2'0% IE=17.77 12 (OUT)W I =18.46 6 (OUT)NW IE=17 88 / SEE MECHT PLANS I N' FOR CONTINUATION I 11 / 6" SDCO 22.09 WE I B AREA DRAIN / RIM TO GRADE I 2230 _-170136.90 E:1292923.75 IE=17.65 OX 1).86 IM=22.44 / IE=17.65 121.42 ^r =19.76 4"(IN)E SD#A4 CB TYPE II - 48 I N `� I 67 21.93 I . p I =19.76 6 (OUT)W N:170320.58 E:129 17 R EE DETAIL 12 RIM=21.15 nP) c IE=12.43 18"(IN)W \ CD ?r IE=17.62 12" IN W - . 22.65 2 •8I L 57 I IE=16.96 6"(IN)S 22 SD#E4 CB TY 1 21.15 HIGH PNT/ N:170084.74 E:1292985.01 O IE=12.43 18"(OUT)E T RIM=21.10 4" PERIMETER IE=18.57 1 OUT)W FOOTING DRAIN 22.53 �1.84 I ; SEE DETAIL 4" SDCO n c� � � 22. 4 SDCO � rn I 1 RIM TO GRADE / RIM TO GRADE IE_21.16 \ IE=20.40 I I r- L I 1 U 22.28 IE=21.16 SEE DETAIL 10 I I 4J IE=21.16 (TYP) cI I 1 / 0 SEE DETAIL 10 / .83 1 (TYP) c4.10 5 LF 4 SD @ 2.1 ° 22.7EI 0 2 BC 21.053 4 5 LF 4" 21.50 23.00 I I I I 1 i 1 SD ®1.9% 4n STORM POC 2 91 I N� I 21.66 TC 22 22.55 4" STORM POC IE=20.50 BC .18 IE=21.25 22. SD# G2B CB TYPE I L - 21.75 SEE MECH L P / 1 o c 22.29 SEE MECH'L PLANS=--" �; N:170034.42 E:1293 9.60 BC 22.29 FOR CONTINUAT 2 .83 I I I ® RIM=22.35 . 12 LF 3 FOR CONTINUATION SEE DETAIL N n 21.95 21. 9 SD, @.2.0% Building i�i (TYP) C4. '� .`..' w'. 21.44 22. 0 22. III 1 IE=20.18 8 (UT)E 1:96% TC 22.35 23.00 - - - °O BC 22.35 n - 23.00 I I C I J SD# G2A C TYPE I 10 LF 3° 3 -STORM POC F F- 23.00 22.3 I I 1 J \ N:170032. 8 E:1293043.59 IE-21.60 c 22.30 SD (� 2.0% SEE MECH L PLANS 2.91 0 1 l I i 1 S RIM=22.3 21.50 21.73 22.30 22.55 ' -FTGi 1 - - - - - - _ IE=19.5 8"(IN)W 21.s5 TC 2 . o n FOR CONTINUATION SD#A3 CB TYP%��4 22 1� l I U =19. 8"(OUT)N 21.55 BC 22. 3 SDCO N:170315.33 E:1\2>9� . I III 1 S AIL TC 22.07 RIM TO GRADE RIM=21.38 I III BC 21.57 2 . (TYP \ c` o SD#G3 CB TYPE I IE=21.40 IE=11.28 18"(IN)W I I 1 1:170080.62 E:1293 2IE . -21.40 IE=19.74 0 4" INOS I 1 I 22.32 SEE DETAIL 10 � I RIM=21.14 � IE=10.78 24"(OUT)E p� IE=18.90 8" )S �4_1 0 SEE DETAIL \ 10 (TYP) _1 0 `P 21 4" PERIMETER c�� I , 22.23 ® 21.6 0� 1 FOOTING DRAIN 5 LF 6 SD @ 1.3 ° SEE DETAIL 6" STORM POC I I 2280VL l 1 22.2o i C4.11 IE=8.13 SEE 1 MECH L PLANS22.21 1 n.41 2 s IC 22.80 FOR CONTINUATION I BC 22.30 F - - 2:1 MAX S OPE I I 22.0 O S #HD AREA DRAIN 22.02 21.05 ,� SD#G2 CB TYPE I N 70125.60 E:1293108.31 • I 1 M 1 23.221 N:170056.38 E:129310 .34. 6 SDCO 22.13 RIM=22.59 RIM TO GRADE I TC 22.80 RIM=20.91 22.85 I IE=20.22 6"(OUT)E IE=17.69 ' BC 22.30 1 1 22.80 1 22.02 21.10 IE=18.38 8 (IN)NW ...� 22.69 IE=17.69 l /1 _ IE=18.38 8 (IN)S 22.19 I 2:1 MAX S40 E I MENEM Match Line - See Sheet C4.03 - 22.96 22.60 - - - - - - 22.60 222 - - - - - - 2 . - - 22-7 - 22.17 22.0 / ® SD#A5A CB TYPE I 21.8 i er N 21 N TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT C O U 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET 03/15/2016 CSK-001 (change layer and color) NOTE: SEE SHEET C3.13 FOR DRIVEWAY PROFILE NOTE: KEY MAP: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. ALL CURBS ARE TO BE 6° CURBS UNLESS OTHERWISE SPECIFIED. Legend EXISTING REMOVE PROPOSED RIGHT OF WAY - - PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING ISSUE DATE CONCRETE PAVING BUILDINGS ® SEAL GRAVEL PE �p�L of ROCKERY W CURBING ti �O� CONSTRUCTION LIMITS LIMIT 36936 GIST1✓g WATER LINE W ONAL S C152268-03 SAS 05/04/2017 STORM DRAINAGE LINE --SD SANITARY SEWER LINE--SS- POWER P -P- TELEPHONE LINE T T_ Grading and Drainage GAS LINE G G Plan TREE V ° WATER METER/FH ® AIR - STORM CB/MH L -J ® • SEWER MH/CO � ) o OO GAS VALVE/METER 9 0 C4002 STREET LIGHT o ❑ R-388317 C m C Cn Match Line - See Sheet C4.02 \ I I 21.58 _ ` 2266F \ 4" PERIMETER \ \\ I I 4" PERIMETER FOOTING DRAIN FOOTING DRAIN SEE DETAILCIO \ I o I SEE DETAIL C4.1� 22.60 T • C4.11 \ U U 1I" \ 6 fie° Building"C' 1 \ \ I - 2292 C 6" SDCO 2170 CONNECT FOOTING DRAIN FF= 23.00 RIM TO GRADE \ i TO STORM SYSTEM IE=17.23 \ \ U U SEE DETAIL IE=17.24 \ I 23 -s1�1 C4.11 SD#F2B AREA DRAIN 5 LF 6" SD @ 10.3% '�3.30 N:170180.87 E:1293209.44 6" STORM POC U 2C AREA DRAIN /IRIM=22.50 1 138.47 E:1293192.45 IE=18.25 6"(IN)S IE=17.60 23.86 0 - SEE MECH'L PLANS SD#G I CB TYPE 1 v 22.35 UI - 1 6" I W IE=19.98 6 (IN)SEPVC FOR CONTINUATION- N:170051.52 E:1293202. 7 IE=18.25 6 (OUT)E SD#F2E RIM=20.71 0 3. 7 _ - \ 23.94 � R IE=17.16 12 (IN)W � � 9 \ ...: -----91j ---- 01 01 o - IE=17.16 12„ (OUT)E 24os1 23.86 2 4S (F 22.02 I 2 SEE DETAIL 6" 5 --- --- 1T----�1�-- �- :<l ---. -- 1�-- -���- = - 1 NEP 0.93 (TYP) I o�-10 �` w 3.97 S� Q2•�� AREA DRAIN 22 N 2 22/4 23.13 11.18 # 219 AREA DRAI i 22.9 O 12.80 5 22.90 2214 21.58 23.25 23.25 N:17 99 E:12 235. 0 i 23.0 2.90 22.90 i 1 22. 8 SD#F3 CB TYPE I 48" __rr N:170093.58 E:12 3238.65 RIM=22.68 0 IE=12.99 18"(IN)SE IE=17.63 6"(IN)E IE=12.99 18"(OUT N 21.75 SEE DETAIL 6 J \ I I I I U U U \ U \ \ U \\U U \ w 22.46 I C 22.66 I 22.47 U I U I " I I I I I " I U I U II HIGH PNT 22.20 I'i N I p � N 22.21 I p I I I � ` 5 #F 1 C N. 7026 . 2 E:1 27. RI =22. IE 11.4 18"(IN)S .2 3.00 22.90 RIM=22.96 I -17. 6"(IN)S r _ 21.07 .08 2.4 .25 23.17 IE=20.95 6 (0 - T' 1. % DS 2 .ss ,�, =19 4-(IN 21.13 22.48 2 23.17 AREA DRAIN 23.2 23.1 22. 7 5�9� IE = 7 4"(I S V 22.11 • 23.17 23.25 23.16 3. 23. „ D IE 1. 2 18 (0 )NE 21.65 1.0% __ ._ 1. 18 2 . 6 22.5 23.1723.17 21.25 21.86 23.25 23.250 23.17; 22.9 23.17 21.77 89 LF 18"SD 00.9% 23.17 ­7, 23 D-17 23 1 D# 2 CB T E 48" 1 :1 0189 99 1 40.55 ` ` 23.25 1 K, IM 23. 2. 23.25 -17 23.35 ' `� = 2 18' S 6 3 2 .30 1 2 42 "(IN)E ?6 2. ® IE T 6 W 23. 23, 4> 23 .63 IE 1 1 U -� T S 2 2 802 30 2¢ C�_ 0z 11 IE=21. N 23.2 i 0 N �j\8 LF 4 - No zssi I_�r� L _ ® 4 4 2 21.35 1 23.2 23.76 \I_ i SD#F4 CB TYPE II.48A 2 14 •39 23:65 11 I .170045.68 E:1293 04.0 RIM=21.17 . - 23.24 1 FTG---- FTG ---- FTG---- FTG- IE=16.4012"(IN)W 23.14 �- IE=14.23 12"(IN)E J i-FTG ---FTG-=--FTC - IE=13.73 18MOUT)N 23.22 SEE DETAIL 23.' 23_62 i 23.70IV i R( 23.80 i C( i 23.65 N 3.87 23.90 3O I 24.00 24.00'4 ---FTG-- TG- - FTG�Sr (nP) C4.1 0 23.14 OVERHEAD PEDESTRIAN CANOPY- 22.50 .'girtSEE ARCH L PLANS FOR DETAILS 23.12 SD#F3A AREA DRAIN TG-1 N:170112.69 E:12933 2.80 3.11 RIM=22.90 IE=19.55 6"(IN)E I 01E=19.55 6"(OUT)W ° CONNECT FOOTING DRAIN TO STORM SYSTEM T I _ SEE DETAIL 22.50 - C4.11 I I 4" PERIMETER I 3.12 T FOOTING DRAIN CID i I SEE DETAIL SD#F5 CB TYPE II 48" 82 23.25 Sp O6 �O��o 0 90 ®4 69 93 16 229 23.00 i 2.84 y�23.24 2.92 21.9 �5D#FIACBTYPE I 111:170204.08 E:1293 58.62 I_4IM=22.90 ' I�-19.93 4"(IN)E + i g SD#Z CB YPE II - 54" -/ I�-21.08 4"(IN)S , N:170 13. 9 E:1293249.5 23.39 IF=21.64 4"(IN)E 23.30 RIM= 2.0 0 „ N I IE=8. 0 2 "(IN)E 2 I IE=8. 0 1 "(IN)SW IE=19.12 6"(OUT)NW W I IE-8. 0 2 "(IN)W Q I - o " ��o I IE=8. 0 2 "(OUT)N ANTI SEEP COLLAR i_ _ (TYP ON PERF END) AF filiIIIIIIIIIIIIIIIII HIGH PNT 23.56 DOWNSPOUT ® 23.56 - _65 CTION - SEE ARCH?o 1.I 2 .45 TYP 4 CONNECTIONS 19LF4"SD@2.0% 4' SE CO .90 4" SDCO RIVTD GRA E IE=21.67RIM TO GRADE. ��► IE=21.67 L23.71 23.52 G---- FTG ---- FTG----F J 22.62 22.67 23.91 --- FTG----FT SD#H I CB TYPE 11- 48" N:170307.33 E:1293366. 1 \ -4 IM=21.36 1 =9.25 24"(IIN I I Tc 22.80 22.80 In Compliance W/ City Of Renton Standards BC 22.3o II Approved By: Date: /I I Approved By: Date: 1 I I Approved By: Date: I �I Approved By: Date: 2 30 2.I CONSTRUCTION RECORD DRAWING 1 0 . This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations SD#J I CB YP II 48' of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. N:17 306. 6 :1 93 0 68 1 COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the RIIM9 1 2 "(I )W I accuracy or completeness of such information provided by others. IE=IE=1 i.03 "(1 )S I I -14.50 6 (I )S I, IE=9.25T)W 5 LF 6" SD @ 2.07022.84 3 o I S ®l• � \ � y 6" STORM POC IE=18.75 I� SEE MECHT PLANS FOR CONTINUATION I 6" SDCO I 1 G4. RIM TO GRADE < ' N:170040.80 E:1293406. RIM-21.43 IE=18.65 02 LF 24" D ® 0.8% 1 =15.25 12 (IN)E IE=18.65 I SEE DETAIL 10 I -15.25 12 (OUT)W (TYP) �4. 10 1 #L84 9 /"�.5s 22.16 22.50 0 a I 23.12 C7 SD#F3B AREA DRAIN HIGH PNT N:170102.74 E:1293404.62 5 22.49 23.12 L RIM=22.75 IE=20.15 6"(IN)E 22 s4 2.5s j IE=20.15 6"(OUT)W 4" PERIMETER SEE DETAIL 12 FOOTING DRAIN y (TYP) c 10 SEE DETAIL L I C4.11 f2*14 2313 Building 'D' / \ 0 2 620 FF= 24.00 ji b 2 62 I L 6" SDCO \ ®h� RIM TO GRADE `' p SD#F3C AREA DRAIN IE=18.65 IE=18.65 N:170096.16 E:1293516.75 2.84 RIM=22.92 6 STORM POC IE=21.00 3„ ( IE=18.75 jL J IE=21.00 6"(OUTOUT)W SEE MECHT PLANS FOR CONTINUATION 662 23 LF 3" STORM POC 23.12 SD @ 24 07« IE=21.46 SEE MECH'L PLANS 5 LF 6" SD @ 22.58 o CID FOR CONTINUATION w 22.49 Match Line - See Sheet C4.04 9 5 2 "( UT) __ 2280 3 CONTRACTOR TO 0NTAC SPU I Call before you 22 TRANSMISSION CREW CHIEF ROGER I COX: (206) 399-2496 W TH A MIN I 72 HOURS INOTI E PRIOR TO D 8- I -1 BORING COfvSTR CTION. 4N SPU • REPRESENTAINE SHALL ON SITE I DURING ALIT WORK WITHITSPU U Or I-800-424-5555 PROPERTY. I 4-J UNDERGROUND �218 N SERVICE (USA) r �I LIMIT o I V) 0 10 20 40 Cn 1�1 I LF 24" SD1l- 0 % c%i SCALE 1"-20' 1 I lowin lI W II-1, 11 J I I � �s 20.75 V U CD _ I�III I I I I I I I MI I11 Frl 1 r- Z O m I I o r l I I 21 4 TITLE LONGACRES BUSINESS CENTER SW 27TH SIT & 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET 03/15/2016 CSK-002 1 I NOTE: 04/19/2016 CSK-005 CMU Footing Storm Conflict F- I I SET ALL DRAINAGE GRATES 0.1 FT BELOW FINISH II i I LANDSCAPE GRADE wu .o _ I KEY MAP: NOTE: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 1 I I I (IF GREATER THAN 3'). ALL STORM PIPE TO 221 (I CONFORM WITH CITY OF RENTON STDS I c��II II I NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. li ALL CURBS ARE TO BE 6" CURBS UNLESS OTHERWISE SPECIFIED. I I ( 1 1 Legend 1 1 m 1 1 I 1 EXISTING REMOVE PROPOSED RIGHT OF WAY - - - PROJECT NUMBER 2 .55 \ I I PARCEL LINE DRAWN BY \ III ASPHALT PAVING ISSUE DATE CULVERT, 11F bI I CONCRETE PAVING / IE E END 2 1 ® E w END 1 .TQ \ / BUILDINGS SEAL GRAVEL DAL PE m of ROCKERY Q99 ti CURBING C� I 1 CONSTRUCTION LIMITS LIMIT SD#H2 CB TYPE III .48" I r0 �O� 36936 GIS-F N:170302.5p E:1 M468. 3 WATER LINE W ONAL S RIM=21.36 IE10 57 1 " IN C152268-03 SAS 05/04/2017 = • � ( )L I STORM DRAINAGE LINE --SD 01 IE=14.50 61(IN)SF �I I IE=10.07 2� (OUT)W I SANITARY SEWER LINE --SS SHEET TITLE /NUMBER OI I I r- I i POWER P P- TELEPHONE LINE T T_ Grading and Drainage I I 1\ o GAS LINE G G Plan o 22.42 TREE WATER METER/FH Ell t /I M STORM CB/MH L _J ® • �,% 0 SEWER MH/CO 0 OO / r/ / / GAS VALVE/METER 9 0 b � u' i X I C4003 STREET LIGHT � o-❑ R-388318 1 r FI' 23.6 4.01 c m C m C m .60, C Nz0 o I�� C m ° I c C rm I ( I DI C m I m C \ I 23.5 \ I I m �1 I ITi C m I � r M M II II I I I I I L C C r m 0° o 0 � C Cr z Im m' 2.86 I I I I I C m m r r 4 C m m i 23.4 , c c r \ Ali 7777- E �z0 C NM :�E m r- 7 r ° m 72 23.94 - COM COM Match Line - See Sheet C4.03 2159 1.75 I o 221 I In Compliance W/ Clty Of Renton Standards TITLE 24.00 22.5 zz.o I - - - Approved By: Date: .\A I J ­J:` SD#F7C AREA DRAIN 24.00 Ifi - o N:170093.34 E:1293555.53 I � LONGACRES `' ': SD#H3 CB fl'P II.48" RIM=22.76 Approved By: Date: 22.49 21.53 22.1 N:170299.1 E:1 ?93541. 9 IE=20.76 3 (IN)NPVC 4, RIM=21.37 2� 2 78 4 LF » IE=20.76 6"(OUT)E - `�-- �; 2 122.58 , IE=11.20 4'(IN)� I m Approved By: Date: BUSINESS 20 2.07 22.5o SD (� 3" STORM POC I IE=11.20 18"�UT)W I /� IE=21.24 Approved By: Date: SEE MECHT PLANS TC 22.60 22.60 \ i C ENTER SD#F6 CB TYPE I - FOR CONTINUATION „ BC 22.10 N \ CONSTRUCTION RECORD DRAWING T \ N:170035.36 E:1293536. ` I T / I \ This construction record is a copy of a CAD file prepared by COUGHLIN PORTER \ RIM=21.57�� • - \ T _ _ I ` LUNDEEN and has been entitled to reflect field verified invert and rim elevations IE=16.57 12»(IN E 4" PERIMETER L 2.1 MAX SL¢P I m \ of the storm sanitarysewer and water mains stems. Field verified invert and IE=16.57 12 (OUT)W b FOOTING DRAIN ` "' BC 2260 I 22.60 I ` rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. SEE DETAIL - SEE DETAIL 3 \ °' J I / \ (np) 4 PERIMETER I / Low I COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the I D c`4�o b c FOOTING DRAIN I TEL accuracyor completeness of such information provided b others. - _ �� _ _ \ 1 2:1 MAX SL P I 141.31 p p y SW 27TH ST & NACHES SEE DETAIL � � � � I 22.55 C4 i �I TC 22.60 22.60 �\ AVE SW - - BC 22.10 I \� ��` �j D =:. ` e�l I 1 DI c> c> \ HIGH PNT 2. 0 \ I I 6" SDCO . a. _ I Call before you D I ' I RIM TO GRADE F I A b Building D o I F- \ �I ➢1 I 122.50 IE_18.65 r \ I \ I I D . 8-1-1SD#F7 B PE I FF= 24.00IE=18.65�:`gi N:170030.13 E:129 8.91 I SEE DETAIL 10 2.10 I `WIA E \I® RIM=21.57 I (TYP) C�10 2 _ 258 °° A K m I I or 1800 424 5555 F - IE=17.65 12 (IN)E - - J J I UNDERGROUND RELATIONSHIPSBUILDING LASTING 5LF6 IE=18.15 6"(IN)N » SD®21% .1' - - - - - ; � _ �� I SERVICE (USA) � IE=17.65 12„ OUT W I 2.84 22.58 6" STORM • II I 0- I III I POC f2.16 2.75 E=18.75 � ,. �i II-y/ 0 10 20 40 CONSULTANT MECHL PLANS COUGHLIN 22. 7 SD#F1A AREA DRAIN FOR CONTINUATION ra "` SD#H4 CB TYPE II.48N:170094.80 E:1293664.94 SCALE 1PORTER 2.16 2CONNECT FOOTING 48 N:170292.91E:1 �9368_� RIM=22.75 "*.[ 75 67 F TO STORM RIM=21.40 1 LUNDEEN Sp®1'.nEf 13q I IE=14.51 6 (IN)SIE=19.00 6(IN)W r C4.11 1(IN)E, .8 801 SECOND AVENUE - SUITE 900 I / SEE DETAIL 12 6 SDCO I ( ) I r IE=12.37 18" OUT W � ,' � � / RIM TO GRADE `" Y " I SEE DETAIL ; I ; SEATTLE, WA 98104 • (TYP) c4.10 IE=17.75 ® I 0 (TYP) 2F1 I I \ IE=17.75 \ // � - F:206/343-056901 I IE=17.75 I I Cleanout J I I 1 6" SDCO UI I i A CONSULTING RIM TO GRADE ® m STRUCTURAL AND CIVIL 4.50 M IE-18.65 ;k. �I 2210 ENGINEERING CORPORATION IE=18.65- ® o SEE DETAIL 10 --:f.� _---- --- \»cEoaR �- / I� 2.5 I ISSUED: `D 6" STORM POC DATE DESCRIPTION �. _ - - � � _1 TER � \ i J I I u, JL - SD#F1B AREA DRAIN , _ - - - IE=18.75 - - I HIGH PNT 2. 0 - 0 �RKER m \ SEE MECH L PLANS 1 - I 03/09/2016 BUILDING PERMIT RESUBMITTAL N:170089.73 E:1293750.17 _ , FOR CONTINUATION COM COM ao I C I COM COM `CGS RIM=22.75 I I I O I \ �� \\ 05/04/2017 NW CORNER UPDATE I I IE=21.00 6"(OUT)W 5 R0� � \ �- 07/17/2017 AS -BUILT SET f SEE DETAIL 12 84 " ^I \ M A cc> I I I 2.48 \ 22.76 22.50 22.16 ' 1.I II v I zi m \ �� 1�---�J 1�----C lj-i i I E:I 22.07 - m I w1I - 0 p❑ - e 24-- I 24I ` 4.00_01AI ---- g' I ' SD#H5 CB TYPE I1•48" \ UKEY MAP: NOTE:N:170288.3�1 E:1 9377792J It RIM=21.39 I ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 I L J I e zz.s7 II 22.1 IE-13.39 1$"(IN) E \ (IF GREATER THAN 3 ). ALL STORM PIPE TO 2.5 - LOW TEL CONFORM WITH CITY OF RENTON STDS I 22.53 1 \ n 91 RR/ I I � r- - - - �� � - - - - � IE=13.39 18� (U W LINE 22.94 1 / - _ �` (72°) NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. W 1.99 ALL CURBS ARE TO BE 6" CURBS UNLESS L - - - - - - - - - - - - - - - - .45 \ OTHERWISE SPECIFIED. \ 21.59- 22.64 W 22.70 \ WATER II p \ v \\ �j\ MARKE Legend SD#H6 CB TYPE II - 48 N:170252.94 E:1293834.58 c�4' 2219 EXISTING REMOVE PROPOSED RIM1RIGHT OF WAY - - PROJECT NUMBER C152268-03 IE=14.60 12"(IN)4.60 22.54 \ � � IE=14.10 12'(IN)E 1 PARCEL LINE DRAWN BY SAS 22.64 1 21. o I \% � IE=14.60 12 - - - 22. \ / \ `\ ASPHALT PAVING SD#F9 CB TYPE I S I /\ IE=14.1 "(OUT)N N:170022.80 E:1293801. lc���3 22.72 / I SE AIL 22.39 \\ / \\ \ ISSUE DATE 05/04/2017 RIM=21.69 I Sp I SD#J I CB TYPE I P) c4. 11 - \ I \ �= \ CONCRETE PAVING IE=19.18 12"(IN)NE `'' ®� / \ N:170152.21 E:129 36.35 O 71 LF 12" SD SEAL IE=19.18 12"(OUT)W ® 5.2% �� og RIM=22.67 10 LF 12' SD @ 4.0% 22 5` \ �` BUILDINGS ® I 1 \ s \ \ D#K3 CB TYPE 1 170017.62 E:1293910.7 M=21.77 =19.27 12"(OUT)E - I SD#F8 CB TYPE I N:170024.48 E:1293766.61 RIM=21.75 1.92 N IE=18.8312"(IN)E N N IE=18.83 12"(OUT)W t. 34 LF 12" SD ® 1.0% IE=18.65 12 (OUT)N I 23.21 i - 7 \ L PE 22.75 / 2 \� SD#H6A CB TYPE \ \ GRAVEL ��� T�, 23.30 \ N:170323.26 E:1293839.99 \ 1 A 1 = A ROCKERY RIM-22.49 � A � \ � ,-,W 1 D#FIO CB T PE I I 22 s4 IE=18.25 12"(OUT)S \ � �1 :170057. E:1293836.55 \ ` \ `� \ � CURBING ti Z I SEE DETAIL � \ \ � I M192.6 12"(OUT)SW 23.17 23.23 P c� \ " \ `\ \ CONSTRUCTION LIMITS LIMIT O� 36936 22.77 2 • I 23.01 \ \ \ 22.00 \ \\ WATER LINE W ONAL I 1 22.75 I II \' STORM DRAINAGE LIN�SD I I I \ \ ` SANITARY SEWER LINE ---SS SHEET TITLE /NUMBER 4, . \ / POWER P P- \ 23.62 y 0 Grading and Drainage / 23.82 `� I I \ TELEPHONE LINE T T- I/ 1 23.74 - Ri ge - - - - - - j Ridge -�� 23.7 .82 23.81 \ I \\ 23.00 `"' \ R dge - - - - 23.74 - 23 s2 - - - - - N 1 \ \ GAS LINE G G Plan / 2.5 - - --- cn I / 23.s2 EMI I \ TREEe ° I IL I ,22.87 t / L,, 23.50 WATER METER/FH Ellt _ i r , \ \ -E 23.56_ - / - 23.54 - Y23.42 \ v Q ®• �,l _ - I I STORM CB/MH L _J � \ / / I 70 LF 112 SD ® 9% 23.57 - - � _ I I _ 23_.51 23.51 SEWER MH/CO o • 22.82 23.56 23.55 1 /23.25 22.9 I -C �/ GAS VALVE/METER 9 0 b � C4004 22.76 1 23.34 �\ :1111 _ = �� STREET LIGHT o-❑ Match Line - See Sheet C4.05 R-388319 Match Line - See Sheet C4.04 7AI 2106 � � \ I TITLE Fq M 723.23 23.50 70 LF 12» SD % 23.09 \ 1 23.24 \L0NGACRES SD#K2 CB TYPE I 23.08 _`" - 23.00 - -23.02s" D 4"WW - 23.10 .... -_ W 23.1923.09 I - \ - NIM=22.3.03 E:1293975.8W BUSINESS IM=22.66 23.27 23.15 3.50 \ m N U / U I 22.75 IE=18.65 12»(IN)SE 23.12 _ 23.49 I » L- - 23.24 \ \ \ C w _ _ L - - 22.7s \ IE=18.65 12»(IN)W �, 97 LF 12 SD @ 1.8% O `" 70 LF 12» SD @ 5.4% IE=18.65 12° OUT N 23.59 22.99 3.00109 LF 12» SD ® 0.9% /WATE \` CENTER SD#H1A CB TYPE 1 23.09 MARKS 23.46 N:170319.40 E:1293974.82 I / 23.43 23.54 r - ��I I RIM=22.74 » 23.05 J ® 2.77 I IE=19.73 12 (OUT)S ) ,, (RIM=21.90 #K2A CB TYPE I p 2 , I SD#H7 CB TYPE II - 48" 70013.06 E:1294004.16 SD I CB TYPE I ,, �`l 2.75 N:17 152.09 E:1293 75.38 ( I I N:170249.12 E:1293973.93 / M »RIM=.71RIM=22.75»23.3, \ \ \\ / SW 27TH ST &NACRES o19.39 12 (OUT)NW �o'` IE=1 .71 12' IN)SIE=15.97 12»(IN)S » IE=15.97 12 (IN)E 23.19 � IE=1 .71 � 23.49 \ c� � `\ \ \ / AVE SW / 232 SEE ETAIL 5 / \ IE=15.97 12» (IN)N \ \ (TYP) .10 IE=14.80 12»(OUT)W � � I 23.88 23.89 \ I �SEE - (TYP) Ridge e ' C4.1 p ' - � 23.52 23.50 23.50 \ \ C 23.91 Ride - � \ -P yr m I -g-------- v o � 23.91 Ri e -------- --- � 23.91 ° m rCi c> 22.75 g 23.91 F \ / i \ \ \ \\ / \ ,`\ \ r" \ •1• ' JM r J I I - - - - - - - - - - - - - - N v I 22.8 Fri I I / 22. 22.38 1.48 I 23.27 _ ,h� � 23.19 23.30 l \\ � � \\ \ � a� I 23.42 \ / \ BUILDINGRELATIONSHIPS 12.80 . I I 23.49 23.37 23.37 22.41 v \ I \ \\ \ c I / 23.06 22.49 I 23.44 23.44 \l ' \ 1.65 c / I 22.88 2.9 23.23 / U 22.75 �\ \ \\ \\�\ \ CONSULTANT COUGHLIN m PORTER -� N SD#L3 CB TYP I � \\ I \\ D � \ \ � N W N:170009.09 :1294087.33 SD#L2 CB TYPE 1 2.94 I \ I\ \ LUNDEEN N i RIM=22.01 N:170040.56 E:1294092.46 22.57 \ �/24.00 \ _ =19.51 12» UT N RIM=22.67 - \ 21.79 I ) IE=19.20 12»(IN)S / - - _ 22.s3 22.so 23.10 23.82 \ \ 801 SECOND AVENUE - SUITE 900 N - 23.44 SD#H CB TYPE I 2o.7s �, \ SEATTLE WA 98104 C I 22.50'' 22.07 =19.20 6»(IN)E I \ ' r 22.75 22.82 1 19.20 12»(OUT)N 22.7s 22.78 \ 23.49 89 L 12 SD 2•8 � N 1703 1.61 E:1294091.83 23.77 \ 23.00 99 LF 12» SD @ 1.0% RIM=22 6 \ \ P: 206/343-0460 103 LF 12" SD ®1.0% 1•0q IE=19. 12 (OUT)S \ , F: 206/343-5691 32 LF 12" SD ® 22.30 22.04 ` \ I SEE AIL � 23.48 � \ A CONSULTING SD# CB TYPE II.48" l 22.90 C� , I � N:1702 9 E:1294092.19 I 22.99 22.9s c c c c c \ > STRUCTURAL AND CIVIL C I T N:170143.14 E:1294092.48 22.90 RIM-22.45 c c cl - ` I c c 23.42 \ ENGINEERING CORPORATION 6 TRENC RAIN a, = RIM=22.64 22.99 23.00� - 22 2 _ RIM TO GRAD N 21.98 \ - - _ c c IE=17.13 12 (IN)S 2 3 IE=18.15 12"(IN)S c -c- c c / » IE=17.13 12 (IN)N 23.25 SLOPE TO DRAIN %MIN o AI 22.85 \c c C � IE=18.15 12 (OUT)N / 23.25 23.25 _ m I CONTRACTOR PRO IE=17.13 12"(OUT)W 6 ADAPTOR TO REDIRECT 22.9 \ �3.25 23 25 23.25 00 WATER TO STORM SYSTEM \ 23.25 23 o / SEE DETAIL 11 23.25 23.14 o /VI 0 20.48 i , o `\ ISSUED: \ _ DATE I DESCRIPTION ` 03/09/2016 BUILDING PERMIT RESUBMITTAL C > F C4.10 22.95 21.83 F7 � C ��� 22.31 21.22 - 21.31 2 20.95 05/04/2017 NW CORNER UPDATE U) 22so Ci3 �� o - - 07/17/2017 AS -BUILT SET r o 36 LF 6" SD @ 0.5% � , _ _ _ - - a 12/12/2016 ASI #7 - 20.91 it 5.0' RIGHT-OF-WAY I3 �P CD T 0 GA I 0 1 ry---�.�I ��� �T TGAS �G- EASEMENTy DEC v�I �,�,�a� 3 P wALK T T G- GAS - - - - KEY MAP: m -- ---- - 1Z3--1n -I - -� �}}WI 3`i P °' GAS / -GAS ----- SD- N11-1� _ 21.3 - -�- - _ - - - - - - - - - - - - V m 2 GV - o _I 1.25 �} - T GAS T G�-GAS O-� �` � GAS -- - - vvv�� vm L - - 3 - MATCH EX wA6as GA�s, , - - - - - - - - - - r,, 3 P GRADE _ ----- --o� o 0 0-0) � r- n ` _ _ - v iv_ v_ rl, of P U o CA GAS - GAS - - I ?rr �!� Ivin o o No z � r o s o cn �111 -Uv 000 ono MATCH EX GRADE 6 ° 25.0- m ��� -M W M ��DQ0 cn MATCH EX GRADE co- � W W �- - p - � � _-- SSSS ------------ SS - ��--- -- - SS SS SS SS „SS SS 3- _ - - D ss _ 72�-` _ PROJECT NUMBER m �2 s - ss ��- o z o J,m(-] 0 Oakesdale AvenueW- D _ - DRAWN BY -- - - - ISSUE DATE iv /D SS 1Q$°°----�5 O � �- Ss SS --SS--- - - E M�'� / SS - SS --.� S�---------- --- WALK m E P� E _--� SEAL SS SS SS 108"SS SS ��� ---- ------ -- E P E---�-�- E E E _ - booms pz ti I'Tl N m CO - r n L / - (1 F' ��i. � 36936 V - I Call before you D 8-1-1 SHEET TITLE / NUMBER 0 10 20 40 Of 1-800-424-5555 Grading and Drainage I ROOM UNDERGROUND Plan SCALE 1ff=20' SERVICE (USA) NOTE: In Compliance W/ City Of Renton Standards ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 CONSTRUCTION RECORD DRAWING Approved By: Date: (IF GREATER THAN 3'). ALL STORM PIPE TO This construction record is a copy of a CAD file prepared by COUGHLIN PORTER CONFORM WITH CITY OF RENTON STDS LUNDEEN and has been entitled to reflect field verified invert and rim elevations Approved By: Date: of the storm, sanitary sewer and water main systems. Field verified invert and NOTE: rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. Approved By: Date: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the ALL CURBS ARE TO BE 6» CURBS UNLESS accuracy or completeness of such information provided by others. Approved By: Date: OTHERWISE SPECIFIED. C152268-03 SAS 05/04/2017 R-388320 //// APPROXIMATE 40 LF OF KING COUNTY o / NEW OiJTFAk T6 P AID / / / I STYLE SENSITIVE AREA WOODEN SPLIT / IE, 1.8 OR BELOW / I I Call before y ,/ / / / / / / I 0\ RAIL FENCE ALONG TRAIL ADJACENT / / I IIT TO 2:1 SCO O //�RES I I I I � / „ POPLAR / / �/ g., 8 , / / / 75 L 4 ® 0.5t Or 1-800---424-5555 SEE SHEET 4.06A FOR POND / UNDERGROUND / CONNECTION DETAILS / SE VICE (USA) I I � / 0 10 20 40 / / / / ";``„ / /i NEW PIPE INLirf IE=12.17 III // I / SCALE 1 20 I / 6 INCH CRUSHED SURFACING BASE COURSE ACCESS DRIVE REVISION FOR O / / DITCH. COMPACT SUB -GRADE AND 22.80 I / / 70 / I 1 / m SURFACING MATERIAL TO 95% MDD 38" kAR / i I SEE SHEET C4.31 FOR POND SECTIONS. I ' 2:1 MAX S� I I dONT CTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MIN / 22.80 II I 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ON -SITE DURING I 2:1 MAX S40 E AL WORK WITHIN SPU PROPERTY. I I I 33 LF 24" SD ® 0.5% 12 LF 24" SD @ 6.4% / I SD#Z3 CB TYPE 11- 72" 100 YR FLOOD PLAIN LINE I I N:170674.55 E:1293184.74 SD#Z4 TYPE 11- 72" I I 1 RIM=20.44 II I I N:170 3.51, E:1293250.97 i I\ I I 1 IE=14.00 24"(IN)SE RIM 59 I I 1 IE=14.00 24 (OUT)N I/I I I CIE=7 5 24j(IN)S I �� \�l 1 W/ 24" FLOW CONTROL RISER i IE� .65 2� (OUT)N \ I I I 000 I 0 / I I I _ 37 LF 24" SD ® 0.0% I / / I LIMIT J. =own LIMIT" noun II I �I o / I I I I 24 S ��M�T TOP OF 5' WIDE BERM - , I /� / I � I IE=7.0� OUTFALL I `=14.90 _ L�Mii �j I II SEE RIP RAP PAD � I I / 20_ C4_._11 I / 19, I I/ 118� 68 I I 7--_ I r II 16 CONTRACTOR tO1 ONTAC1 SPU TRANSMISSION C W CHIEF ROGER • COX: (206) 399 496 WTH A MIN 72 HOURS NOTI PRIOR TO [ BORING CONSTR TIONAN SPU REPRESENIVE HALL ON` SI DURING AL4 ORI WITHI SPU \ PROPERTY. I , I � III � L IT � �J � r LF 24" SDI@ 0. % O CD r I I I I I.� II I I r I� r FI B L I0 I• h\ I Ld I I I I c I \ \� I I I I I �J 0II I I Irr � 1 I I I I 1 1! -1 . I J. L I JJ fI 10*d'Tk')1q �s BOTTOM OF �OND EL=5.00 14 7 I 1 RE�TORE IASPHALT\TRAIL W/ 2" HMA OW 61 C$BC OR MATCH EX PAVEMENT m = I I I I SltCTION.�WHIC EVER IS, THICKER. MATCH s / /� �h �`� �1 ` I I m ➢ D I FLUS►i ANfTU1 SM OTH AND\ SEAL EACH EDGE. I ,,.' '_' /� ► SPREAD CUT MAiERI� B O�ID D TCH \ \ \ AS NEEDED. COMPAC T 95�% \ o REMOVE AND REPLACE OR RELOCATE I l \ \ , \ - ''°'' APPROXIMATE 187 L�F 24" BOTTOM EXISTING IRRIGATION BLOWOFF AND MA�id� 01 AS REQUIRED. ESTIMATED DEPTH OF 8" W/ TRAPEZOIDAL�DITPK AT S=0.50% IRRIGATION IS 24" TO 36" COVE . AND 2:1S�E SLOPES :�x Mae* 1 \ \ `= t QWQE,fROOK , OR,,�OGTFbL ;•. T<k ,_- v�, '- h - �;;//_�E�� DET�dL', , Ti __�_., _ ?. _ - _ \ 000 ` y NOTE: CONTRACTOR"'TO ENSURE POND IS CLEANED AT O NEW OUTFALL TO DITCH! � THE END OF CONSTRUCTION FOR THE CONTRACT IE=13.09 DOCUMENTS. NOTE: SD#Z2 CB TYPE 11- 72" ` ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 N:170685.87 E:1293187.94 (IF GREATER THAN 3'). ALL STORM PIPE TO RIM=20.51 ` CONFORM WITH CITY OF RENTON STDS o / IE=13 25 24"(IN)S / IE=13.25 24"(IN)SE ` NOTE: IE=13.25 24"(OUT)W ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. ` ALL CURBS ARE/ TO BE 6" CURBS UNLESS \ 24 LOTHERWISE SP CIFIED. F 24 SD � 1.0% � SD #Z2A CB TYPE II-54" \ RIM=17.77 IE=13.50 24 (OUT)NW W/ BIRD CAGE TOP I SEE DETAIL IC4�12 � I BOTTOM OF POND EL=5.00 M 21 " SD INLET �' Legend IE= 14.0 PROVIDE ROCK ARMOR OUTFALL PADS SEE DETAIL EXISTING REMOVE PROPOSED 1 0D' ' - - RIGHT OF WAY / PARCEL LINE 11- -12 \ -13 -14 / INNW 0" 11WI � -20 ' \ ` �.IWI�' I / � 11 \ \ I wli � \ \ I I Iowa 0000 \ \ I I \ \I I \ \ 00 ` PROTECT EX TR E \ DE \ o % MATCH SMOOTH AND FLUSH Z \ W/ EX GRAVEL ACCESS DRIVE \\ \ o uo \ \ \ \ o C: \\ CONSTRUCTION RECORD DRAWING Approved By: jc2i GRAVEL ACCESS ROAD I \\ \ wow E \ This construction record is a copy of a CAD file prepared by COUGHLIN PORTER Approved By: E DETAIL LUNDEEN and has been entitled to reflect field verified invert and rim elevations C1.1 1 of th \ storm, sanitary sewer and water main systems. Field verified invert and \ \ rim e� ations were obtained by RYAN COMPANIES US, INC in July 2017. Approved By: \ \ COUGHN PORTER LUNDEEN, INC does not provide any warrantee as to the \ \\ \\ \accuracy`�r completeness of such information provided by others. Approved By: TITLE tfLE 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: / PROJECT NUMBER ASPHALT PAVING � � i / CONCRETE PAVING DRAWN BY / BUILDINGS ISSUE DATE - GRAVEL - ---------- L---1 SEAL e / ROCKERY 11 Q / CURBING y\�\� CONSTRUCTION LIMITS JIIIIIIIIIIIIIII LIMIT WATER LINE W "woo 1\wl� STORM DRAINAGE LINE --SD / SANITARY SEWER LINE SS C152268-03 SAS 05/04/2017 POWER P P- TELEPHONE LINE T T SHEET TITLE / NUMBER GAS LINE G Grading and Drainage / TREE % 0 c Plan WATER METER/FH r -1 ® • O STORM CB/ MH L -1 In Compliance W CityOf Renton Stand6ds p / SEWER MH/CO � �0 Date: O� Date: GAS VALVE/METER 9 0 b O STREET LIGHT o-0 Date: C4006 Date: I\'A R-388321 o , Call before you D; g. 8- 1 -1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) o 39 POPLAR / / / 'No 7$"ACACIA / SD SD // / <� / m7D� 10"ACACIA SD �70 W �D 8"IRR — �n—� cn r / / c I W ACACIA Fri/ LIMIT // z 1 / / -Sp ��� oM� / // / ///�/ /// AM >F- o z SD �/ / / /1f'D / ^�� ��� // // / // / �,���� / ` // / /tea'/ `�� / / / / %OUT17i TO POND / APPROXIMATE 40 LF OF KING COUNTY 5� PROVIDE ROCK ARMOR OUTFALL PAD STYLE SENSITIVE AREA WOODEN SPLIT I/ 11j8 OR BELOW / // SEE DETAIL RAIL FENCE ALONG TRAIL ADJACENT 1000, TO 2:1 SLOPES 75 L 4° s6 ®/0 / I � . % o o' SEE SHEET 4.06A; �00 FOR POND CONNECTION DETAILS �_T / NEW PIPE INLET IE=12.17 RESTORE ASPHALT TRAIL W/ 2" HMA / I �1 I I ON 6 C1 BC OR MATCH EX PAVEMENT F_�� �� S CT� N. WHICHEVER IS THICKER. MATCH T I I F USH A* J SMOOTH AND SEAL EACH EDGE.40 SPREAD CUT MATERIAL BEYOND DITCH \ �\ / / / � / - 'Y /j \�� AS NEEDED! COMPACT TO 95% / / / / /o /6 INCH CRUSHED SURFACING BASE � _�=�'--�-�'_'�� / COURSE ACCESS DRIVE REVISION FOR DITCH. COMPACT SUB -GRADE AND =- SEE SHEET C4.31 FOR POND SECTIONS. I STORMWATER DETENTION POND BOTTOM OF POND = 5.0 BOTTOM OF DEAD STORAGE = 6.00 SURFACING MATERIAL TO 95% MDD BOTTOM OF LIVE STORAGE = 14.00 33 LF 24" SD @ 0.5% TOP OF LIVE STORAGE = 17.00 I MAX POND ELEVATION = 18.50 12 LF 24" SD ® 6.47o BOTTOM LIVE SURFACE AREA = 21,340 SF I SD#Z3 CB TYPE II.12" I N:170674.55 E:1293184.74 1 RIM=20.44 I IE=14.00 24"(IN)SE I IE=14.00 24"(OUT)N II W/ 24" FLOW CONTROL RISER I 37 LF 24" SD ® 0.0% 41M1r TOP OF 15' WIDE BERM // w EL=14.90 _ LIMIT / 0000 I / 19 I I 18� I 17� � 1 I 1� 12- 11- -10- BOTTOM OF POND IIEL=5.00 N -8 ►] LO REMOVE AND REPLACE OR RELO ATE 16,/ EXISTING IRRIGATION BLOWOFF AND MAIN APPROXIMATE 187 LF OF 24 BOTTOM AS REQUIRED. ESTIMATED DEPTH OF 8 W/ TRAPEZOIDAL DITCH AT S=0.50% IRRIGATION IS 24" TO 36" COVER. AND 2:1 SIDE SLOPES AA \ \ / Q E {R00K ,A!*Ri,gITTFRL�'`PQ I-- ' 7 `1 \ / NEW OUTFALL TO DITCH IE=13.09 �I SD#Z2 CB TYPE II - 72" N:170685.87 E:1293187.94\ RIM=20.51 IE=13.25 24"(IN)S IE=13.25 I 24„O(IN)SE ) / I IE=13.25 24 OUT W ` / ` / I 24 LF 24" SD C, 1 0% I SD #Z2A CB TYPE II-54" / RIM=17.77 IE=13.50 24"(OUT)NW W/ BIRD CAGE TOP I SEE DETAIL C4.1 I I / In Compliance W/ City Of Renton Standards - IE= 14.0 21" SD INLET ' / CONSTRUCTION RECORD DRAWING Approved By: Date: / PROVIDE ROCK ARMOR OUTFALL PAq This construction recis copy of a CAD file prepared by COUGHLIN PORTER SEE DETAIL( '' LUNDEEN and has been entitled to reflect field verified invert and rim elevations Approved By: Date: C4.1-1 ' of the storm, sanitary sewer and water main systems. Field verified invert and ' rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. Approved By: Date: COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. Approved By: Date: NOTE: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 IF GREATER THAN 3). ALL STORM PIPE TO / FORM WITH CITY OF RENTON STDS NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. !41- CURBS ARE TO BE 6' CURB$_UNLESS OTHERWISE SPECIFIED. - CONTRACTOR TO CONTACT SPU TRANSMISSION CREW jOHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSTTE DURING ALL WORK WITHIN SPU PROPERTY. Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET 07/17/2016 ASI #3 KEY MAP: ASPHALT PAVING I PROJECT NUMBER CONCRETE PAVING DRAWN BY BUILDINGS ISSUE DATE GRAVEL F L -1 SEAL ROCKERY Cl= QQQ CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD 0 C152268-03 SAS 05/04/2017 I\1 SANITARY SEWER LINE SS -W rrm V, U� I J POWER P P— ' TELEPHONE LINE T T SHEET TITLE / NUMBER GAS LINE GG Grading And Drainage TREE 111V0 t WATER METER/FH ® � 0# Plan STORM CB/MH F-� �\ SEWER MH/CO � � 0 OO GAS VALVE/METER M 0 b O STREET LIGHT 0_0 C4.06a R-388322 Match Line - See Sheet C4.01 L Match Line - See Sheet C4.02 CONSTRUCTION RECORD DRAWING In Compliance W/ City Of Renton Standards FUEL 1 FUEL F'UE� \ FUEL / /�121 F El FUEL This construction r co ��cop�-o�-0FQW W prepared byF-,CpUGHLIN PP�TERF[ F! Date: _ / I LUNDEEN and has been entitled ta- eflect field verified invert and rim elevations Approved By: of the storm, sanitary sewer and water main systems. Field verified invert and aim elevations were obtained by RYAN COMPANIES US, INC J„�„ pmed -COUGHLIN PORTER -LUNDEEN,—INC-ooes not provide any warrantee as to the 3 3 3 — PL E C g0� POWE 0' PSP&L PO ER EASEMENT, A 8602140883 accuracy or colpleteness pf su �normation provided y others. S SS SS SS SS 7 SS SS 30" SS SS SS SS = SS ti DITCH Q ; w,L ry0 S�1 RY SEWER EASEMENT, AF 6 5262 \V _ I SLOPE EASEMENT � I AE 20131121000020 i —�- _____--; I I - - —t__ J I ,I -- _- __-_-_----- _--_ _—// t00 ------------- W W I _W _ •... . W W / / — — _ _ — / W W _ woo LIMIT / �::••..: .:t. — — — — — — — _ / / W W / �' CULVERT, 12" PLASTIC _ —— IE N END 24.93 / C 7Ey ----------- --- / / S. END NOT FD ::.•.',•. `•/li�;l.. fir;::• ;.: ----------- __-----__-------- _�_ / /—� :a::;:—:.'.:^;...::�;':i;:::•:,.j s;; ::.., r•:••:: s — ------ ---- / / // O - - / :.�G.'.�:.. '..ems. 1�Y•::?/�F': :.;. --__ =J _ T — \—_ --- —� _ C TYP 1 1 \ \ ~ ------- — — SLID LID 20.78 \ \ \ -- ------ \ — W /�7th Street�— CPP W 17.80 \SI I L� I •— —— 8"CP7-�4_2� ---- mn _ ------ ---------- — —------------ ---- SD�� _ --- ----------------- 8„ �pP/W 12.55 / SD — — — — — — \ — \ I _ — SD _ _ _ — — \ \ \ \ _ —�——-------- ASPHALT So --- SD -- T. I = _----_---- — \3�R FBR \-I V g — _ V A ASPHALT _ — — V GE 18.1 \ V A A — — — — — — \ 12" CPP'\15.08 \ \ BR FBR `n FBR — —m= — — — — — _ — — —FBR R FBR 2" CPP W 14.88 CONCH r 2 \\ \� \ \ SD FBR // FBA / m/ \— — — --- — _— =_s — — - = \ \�---------�I �— SD FBR / P B, T E 1 / 7 \ �� D "FBR / CB, TYPE/1 FBR / CONC E 24 0 —_— / / — SD _� ' SDF� CB TYPE 1 �� _� CO CN �R / —/// �\ 8" C9P W 17.65 _ _ 2' \\ / APPROX S. END �' / SOyIDLt3 15.00 �,, —(NOT FD) /— �" CPP �1�4� �= P — — — —\— \ \ // SLOPE EASEMENT / / 8„ I _ �— ^— � � � LIMI \ \ AF 201 31121000020 FBR ��� f�� \ _� � LIMITi \ / — _ — I � � LIMIT �wo3�'no' PC— �r— fM LIMIT � � woo-�-0000 woo � LIMIT woo woo woo -Llwll - - LIMIT woo woo woo woo � imn �� LIMIT y� \ \ / _ woo 11WI� /C woo woo MOM 11WI� � 36798 11w14 0 I I �— > LOT B, LUA-11—049—LLA I � / TAX LOT N0. 088670-0270 Q / I I / IIII 1 II I II I / II / 4 / I I I I I 1A 3678I ---------- I IIII— I Date: Date: Date: Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) • 10 20 40 womm SCALE 1"=20' AWN NOTE: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. ALL CURBS ARE TO BE 6" CURBS UNLESS OTHERWISE SPECIFIED. Legend EXISTING REMOVE PROPOSED RIGHT OF WAY PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL ROCKERY CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: PROJECT NUMBER DRAWN BY ISSUE DATE SEAL QM C152268-03 SAS 05/04/2017 SANITARY SEWER LINE --SS SHEET TITLE / NUMBER POWER P P— TELEPHONE LINE T T Grading and Drainage GAS LINE G G Plan TREE IV WATER METER/FH ® t STORM CB/MH LJ SEWER MH/CO () o no • GAS VALVE/METER 9 0 b 13 C4007 STREET LIGHT o-❑ R-388323 Match Line - See Sheet C4.02 IN MENEM MENEM MENEM WOMEN MEMEN MENEM MMME:"5 ME MENEM MENEM MENEM MENEM 07 - MENEM r o FUL - 17 - - - FUEL _ _ -L - . _ h2" E4--� � ` T _ r SEE NW RAMP LION 4076' 2')7. m DETAIL BELOW I ID "_ __ S �o - .74- -5 2 . 70 4 ' . i26., / I �/ 25.7 5 O� �-� / / N = O 27 92 - - \ Match Line - See Sheet C4.03 E � \7 I �i A�41 MEMMI � � � � � � � � � � � � � � � � � � ' CONSTRUCTION RECORD DRAWING \ 7- - 1-1 - - - 7LUNDEEN r�,.�•is a co �o a eoared v7COUGW SORTER Approved -By: FUEL FUEL FUEL FUEL 12" FUEL FUEL F L RY rVL"Cpr rvLFUE and has been entitled to reflect field verified invert and rim elevations30' YMPIC PIPE LINE\CO. GAS EASEMENT, AF 5927062 / Approved By: (i2� Y AF 62559�2 FOR 2ND PIPELINE) -ow orm, sanitary sewer and water main systems. Field verified invert and _ _ uNE 4;: tion e -0btained-by RYAN COMPANES- US, INC an -July.-X17. I - -7 DMHLiN--PORTff LUNHE", C -does p rovider arly--warrontee-as-to-ft -*row&By: \ 3 OPL 3 3 3 3 accuracy or comp a enss of such informati n provided by others. E roved : \ Low POINT \ \ S DETAIL��BELONV2') s SS ss ss SS s SS SS Ss ,� - - - SS MH Il a� 25:54-- - - - EASEMENT RIM 22.63 L .17 O 12" WTR M 12" WTR O 28.38/ / a \ \ MATCH EX O / NV 27.58 \ 0 I cn L 27.71 O _ _ z U 4••) \ . MATCH EX 25.54 s . •='� _ MATC Ex / MA CH EXtWEA _ U� II _ MATCH EX 26.73 r / / 27.03 _ ' SD SD � � � � `�' LSD SD a 23.73/23.68 / M CH EX - < 6.85 _ / 6.02 23.84 24.19 23.95 24.3 , N - 2.7 \ I� - _ = 6.87 MAR. EX ' \ 01 • _ M H EX 1 26.6 _j 26.95 M TCH It 25.47 ATCH-Tow - - - o ow 20060 17000699 30" RCP E-W 4.2 Lj .° •... PJB �-� C� Q \ 25.47 24.82 3„1) OON S MATCH EX GRADE \ M y 9TCH EX \ GRIND OR - \ \ \ 1 .31 � IN \ \� \ \ Sp \\ THIS A E�1 S'vO \ \ \ \ \ \ P _F_1VEEDI2D _- - _ - _ \ \ G \\ \ \ 3 D \ \ 24.68 24.4. -LEND AS SD \ \ \ \ F BR �4.4u 3"D / 26.0 5. 24. 24.57 SLOPES \ P T V FBR- 9 4 25 33 2hv32..'. G 1 S 0 / 2" CP E 23.22 D MH T qS 51 P 26.75 ,, .'.. ATCH EX / / P TI RIM E \ \ 'LI \ \ \ \ P I 24.86 4.66 78„ 23 P \ pis \ \ \ S \ \ \ \ \ \ / 2 26 AT ( IINII 24.94 `�F 12» CP P W 20 08 T m / \ \ HEX "18„ CPP E 20.06 72„ Cg TypF CqS 2 - / 20. CP/1 E 7 \ \ \ \ / I M TCH EI( GRADE SE_ SE RA10ffL 5 sE 7g2 88 T i \ \ \ \ \ _ / I k I / DETAIL BELOW �sPyq g8 e T c 3 D \ \ \ \ \ \ \ \ \ a WTI <aIK 72 , LP I N cE 3"DJ SEE SW RAMP DETAIL BELOW 9 v v Vv A v \ \ \ \ I I / / / \ 26.26 \ / C I U I I 3 ,B 7D ' I �' I / I I I 3D 3D / CULVERT, 6" PVC IE E END 20.90 I I I Iso II I I I izz,� / I ' I I I I % I / /GEE 13 83 1 I I I Su I I I / 8" � VC E 21.43 I I Im (cuLVERT, 6" PVC :.r \ R_ - °-. p / sue- 6 7 / F SS u. 7 F sp\ -2974 _ - - _ - 2 45 _ _ p - - - 27.14 / - - LIM126 I - °.Y _ / ° o 26.0 ° too 27.26 .. 27A 8 D p . D 8.46 / 27.N ° . 9726 27.85- D 27.92 - - - - - - 27.07 / / O - D 27.51 27.17 / o MATCH EX / \ 28.38 / O ' O \ I IE N END 21.14 CB, TYPES- _ 6" PVC N 21.33 NW Ramp Detail TRAFFIC LIGHT I � 1 " = 10' I I I \ 0o Y I I ssOCo I I I m I I \ m 0 ssco's I �- I I I ssco 0 GUARD I I I \� SHACK I I I I I 0 PJB I I I I o\ CONC �\ 0- ssco0 o I I I `I GATE, MECHANICAL ARM � SSW ssco 0 0 ml 1 CONC WALK 0 I I I I I�23 38 6" PVC E 21.99 N I Imo, I / / wo I I I Icn / _, o I I SS MH RIM 24.11 / Q I 8" PVC E 14.41 / I 8" PVC S 14.20 S 12" ,PVC W 14.01 S T �I PVC N 13.91 SW Ramp Detail 1 " = 10' �> 2f?:(14- .. p\ \ \ �\ 3 3 25.9 � \ \ ° ° 26.2 \ \ - \ \ SS 26.13 \`��_ \ e 1 25.54 ' LIMI 25.71� 79610 °.. ` - - 25.47_ MATCH EX GRADE /777 2_� \ 26.02 p. ' o . P 5 5 - ° 25.68 - °p. D \ P,Jg -+ ' s 25.37 .� fl ,25.45 � 25.38= MATCH EX \� D 25.47 C: MATCH EX GRADE A M M NE Ramp Detail 1 " = 10' 3�`♦=� 10111 _ s M - , / SDLU - 23.73 / 23.68 MATCH EX GRADE 23.84 / 24.19 - - - 23.95 24.3 / ° _ MH EX p. \ S V9 s Vo oVLD4:31 OVERLAY FBR FBRT / / p.. °p �S EA 24.01 p' I DJ27� ' TO BLEND R€SSy� b� v op Dp 24 ° D T s D.24.40 ° J / D. - D °p D 4.40 24.68 24.45 D: 24.10 ° ° 14:3 ° °D ° 24.41 24.57 2 A. D MATCH EX GRADE MATS p - ° 24..86 ° I / a 24.94 24.66/�/' SE Ramp Detail 1 " = 10' In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: Date: _ Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUG 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: NOTE: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS NOTE: ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV. ALL CURBS ARE TO BE 6° CURBS UNLESS OTHERWISE SPECIFIED. Legend EXISTING REMOVE PROPOSED RIGHT OF WAY i PROJECT NUMBER PARCEL LINE DRAWN BY ASPHALT PAVING ISSUE DATE CONCRETE PAVING SEAL BUILDINGS GRAVEL ROCKERY - - - Q99 CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P _P_ TELEPHONE LINE T T GAS LINE G G TREE �ve 0 WATER METER/FH ® t STORM CB/MH -1 • /1 Q® L_J SEWER MH/CO � ) 0 no e GAS VALVE/METER 9 0 b 13 STREET LIGHT o-❑ C152268-03 SAS 05/04/2017 SHEET TITLE / NUMBER Grading and Drainage Plan C4008 R-388324 1 #3 BAR HOOP 2 #3 BAR HOOPS 5 s•• 30,. 3A �0„ 2� s•• 5 5 s•• 30„ 3a' 20„ 2A s•• 5 12" FRAME AND GRATE SEE SEC. 7.05 AND APPLICABLE DWGS. SEE DETAILS 6" RISER SECTION 12" REDUCING SECTION Lij4, 26 R Mi PRECAST BASE SECTION #3 BAR (MEASUREMENT EACH CORNER AT THE TOP OF THE BASE) N #3 BAR EACH SIDE<a #3 BAR EACH WAY NOTES 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE Used. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUsed KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIA PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIA OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 4'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM RTI AL NTS EDGE OF CATCH BASIN WALL. hatch Basin Type N u c� w Q M FOR SEPARATE CAST -IN -PLACE MORTAR FILL 20"x24" OR 24" DIA FRAME & GRATE OR COVER. SEE SEC. 7.05 ADJUSTMENT SECTION (LEVELING BRICKS OR GRADE M RINGS OPTIONAL) 48",54",60",72",OR 96" . z B � F CV RING PRECAST BASE JOINT SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST BASE. REINFORCING STEEL (FOR SEPARATE BASES ONLY) 0 SIZE 48" 54" 60" 72" 196" SQ.IN.FT. IN EACH DIRECTION 0.23 1 0.19 1 0.25 0.35 0.39 (2) HANDHOLDS (2) STEPS OR LADDER, ORIENT WITH INLET SO STEPS WILL CLEAR PIPES SEE DWG. NO. 2-006 IN PRECAST BASE & INTEGRAL RISER 1'-0" FOR 48", 54", & 60" DIA 2'-0" FOR 72" & 96" DIA GRAVEL BACKFILL FOR FOUNDATIONS ,o o00O 6" MIN COMPACTED DEPTH FOR PRECAST BASE ONLY "-48"0 - 6" 54"0, 60"0, 72"0 - 8" 96"0 - 12" REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) 0 SIZE 48" 54" 60" 72" 96" SQ.IN.FT. IN EACH DIRECTION 0.15 0.19 0.25 0.24 0.29 LEVEL PAD 16 - 3/4" X 2 1/4" i I 25" 7 7/8" r2 1/2' X 1/8" I A �M1 SEE NOTE 1 z: IM NOTES 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. NOTES: FOUNDARY NAME 1/2" LETTERS RECESSED 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M199) TO BE FLUSH AND ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA 30 nog STANDARD SPECIFICATIONS. 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH O o 1;) BASIN SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO. 2-006, CATCH BASIN DETAILS. 1 1 /8" TYP. BAR HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HANDHOLD BETWEEN THE LAST STEP AND TOP OF THE MANHOLE. 7/8" TYP. SLOT SEE r 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ALL DETAIL PRECAST CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS cc SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED su"'°"oa ON d °1 '"'"'° `1' IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. _� L 1 1/4" 1 7/8" 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAM. PLUS CATCH BASIN TOP VIEW WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36 FOR 48 CATCH BASIN, 42 FOR 54" C.B., 48" FOR 60" C.B. , 60" FOR 72" C.B., 84" FOR 96" C.B. MIN. DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" C.B.; 12" FOR 72" AND 96" C.B. 2 to 6. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 23 3/4" M AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MIN. CLEARANCE. I.. R=7 1/4" 1 3/4"� 7/8"� 3/4" 8. MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT. 9. FOR DETAILS SHOWING LADDER, STEPS, HANDRAILS AND TOP SLABS, SEE DWG. NO. 2-006. 23 1 2" 5 10. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS NTS SIDE 1AEWCatch Bas i n T e I I SEC. 7 05.3 FOR JOINT REQUIREMENTS. yp 00 a� Approved By: Approved By: SECTION A -A Approved By: 18" X 24" 9/16" Approved By: 16" X 22" OPENING 17 3/4" X 23 3/4" M (+1/32", -0" TYP.) 25" CEMENT CONCRETE CURB GUTTER CATCH BASIN W In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: Date: _ TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW vE MAC aff EXTRUDED CURB CONSULTANT C O U G H L I N NTS PORTER Standard Frame Installation 4 Lu NDEEN I:i6)ICC! MIG NOTES 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC x 2" SOCKET HEAD (ALLEN HEAD) BOLT. 7 1/4" FOR MACHINING 2. GRATE SHALL BE DUCTILE IRON. CLEARANCE THIS BAR 1" THICK 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD (TYP. 4 PLACES) SPECIFICATIONS. BARS 1 5/8" THICK 4. USE VANED GRATE IN CURB LINE. THIS AREA 5. USE FRAME SHOWN IN STANDARD DETAIL D-9. BARS 1 3/8" THICK 6. ALL GRATES SHALL HAVE LOCKING BOLTS. THIS AREA LEVELING PADS ROUND ELLIPTICAL TANGENT 8 - 3/4" X 1 3/4" X 1/8" BETWEEN TWO RADII OPTIONAL DESIGN FOR GRATE OPENINGS ENDS 17 3/4" CN CV C" it 3/4" 1 1/4" 17 1 3/4" 17 1 2" 12" BUILDING WALL 6.1" m � DOWNSPOUT PER DUCTILE IRON ARCH'L PLANS 2' SQUARE INLAY GRATE -o �o CONCRETE FLOOR SLAB RING MARKED "SD" BEDDING F o 0 CAST IRON COVER AND LOCK DOWN CONCRETE o+� GASKETED HUB AND 6" CLEANOUT OR 8" CLEANOUT OR PAVEMENT BOLT o 0 SPIGOT ADAPTER (AS NOTED ON PLAN) REMOVABLE TEST PLUG AS REQUIRED SEE DETAIL(FINISH GRADE m m 6" SD FINISHED GRADE \\ \\ \\ 9• d . N Z p COVER PLAN 12"0 D.I. PIPE - 6" 45° BEND I I = CONCRETE N \�\ j\\ j\\� RED DOT BUILT / FIBER JOINT FILLER\\/�\\ \/ IN BLOCK FOR GRATE LOCKDOWN 45° BEND = 12" DIAMETER Cl- POLYDRAIN JP� SEE PLAN FOR I.E. LOCK TOGGLE NOMINAL AND PIPE SIZE Z /jam --�- - - - - - - - - - FLOW \\ POLYDRAIN CHANNEL RIBS SOIL SUBRADE 6" SD N SLOT DETAIL I� SEE NOTE 1 NTS Parking Lot / Area Grate 8 NOTES: 1. 12" PVC DRAIN BY ARSON, ADS OR EQUIVALENT. 2. IN PLANTER BEDS: COVERS TO BE NYLOPLAST DUCTILE IRON 12" DOME GRATE (MODEL 1299CGD) W/ LOCKING MECHANISM (PART # 1230DOMELOCK) OR APPROVED EQUIVALENT. 3. IN LAWN OR PEDESTRIAN PAVEMENT: COVERS TO BE NYLOPLAST DUCTILE IRON 12" PEDESTRIAN GRATE ASSEMBLY W/ LOCKING MECHANISM (MODEL 1299CGPL) OR APPROVED EQUIVALENT. MIN 12"x12" SQUARE GRATE W/PEDESTRIAN SPACED GRID SIMILAR TO ADS H-10 HINGED. DUCTILE OR CAST IRON FRAME ADAPTS TO VARIOUS PIPE SIZE AND MATERIAL SEE PLAN FOR INVERT Li MIN 6" CAT H 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 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: I I'' I ;M rm 0 0 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, 1O z 36936 GISTEg�Cy�� ��� oNaL SHEET TITLE / NUMBER Storm Drainage Details NTS Downspout Connection 9 NTS 10 Clean Out NTS Trench Drain ELIEVATKA R-388325 6" MIN ,I LA DIRECTION OF FLOW (4) PIPE CLAMPS rzn r - IPE li SOLID PIPE L RUBBER BOOT NTS Dis-Similar Pipe Connection PoGID PIPE BEDDING 30" MAXIMUM FOR PIPE UP TO AND INCLUDING 12" FOR PIPE LARGER THAN 12", O.D. OF PIPE PLUS 16". HAND COMPACTED BACKFILL SPRING LINE COMPACTED BEDDING GRAVEL PER SECTION 9-03.12(3), "GRAVEL BACKFILL FOR PIPE ZONE BEDDING", OF THE STANDARD SPECIFICATIONS, OR CONCRETE IF SPECIFIED. FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) FLEXIBLE PIPE BEDDING SEE ABOVE FOR TRENCH WIDTH HAND COMPACT BACKFILL 0 COMPACTED BEDDING GRAVEL PER SECTION 9-03.12(3), ° "BEDDING MATERIAL FOR THERMOPLASTIC PIPE" OF STANDARD SPECIFICATIONS, OR CONCRETE IF SPECIFIED. PVC PIPE FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) CONCRETE ENCASEMENT SEE ABOVE FOR TRENCH WIDTH CONCRETE, 2000 PSI (SEE NOTE 3.) FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) DETENTION PIPES WITH UNDERDRAINS (SEE NOTE 4.) RIGID OR FLEXIBLE PIPE BEDDING (PER ABOVE). FILTER FABRIC ABOVE GRAVEL BACKFILL FOR DRAINS. PROVIDE 12" MIN OVERLAP AT SEAMS. GRAVEL BACKFILL FOR DRAINS SHALL CONSIST OF 1" WASHED ROCK FROM BOTTOM OF UNDERDRAIN PIPE TO SPRINGLINE OF DETENTION PIPE. UNDERDRAIN PIPE (TYP.) 6" MIN PERF. PER STANDARDS (SEE NOTE 5.). FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) NOTES 1. COMPACTED CRUSHED SURFACING TOP COURSE SECTION 9-03.9(3), "CRUSHED SURFACING", OF THE STANDARD SPECIFICATIONS CAN ALSO BE USED AS BEDDING GRAVEL. 2. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION GRAVEL PER SECTION 9-03.9(1), "BALLAST", OF THE STANDARD SPECIFICATIONS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING PIPE TO PREVENT FLOTATION DURING CONCRETE PLACEMENT. 4. PROVIDE CLEANOUTS ON UNDERDRAIN PIPE, EVERY 100 FEET, AND AT BENDS OR JUNCTIONS. NTS Pipe Bedding FRAME AND GRATE FINISHED GROUND Z 4„ 12" MAX 4" MAX 2-12 RISERS (MIN) _ OUTLET PIPE MAX DESIGN WSE 12" cfl TYPE 2-48" CB BASE UNIT SEE APPLICABLE STANDARD DETAILS. CONFORMS TO WASHINGTON STATE APWA/WSDOT STANDARD SPECIFICATIONS & STANDARD PLAN. T-SECTION STRAP TO WALL. 2 STRAPS MIN REQUIRED. a p 48" r i NOTES: I 1. ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIAL OR GALVANIZED. 20" 1 Cn 48". 54" & 60" TOP '-I AR BUILDING WALL SEE STRUCT'L PLANS �no^�ono^�ono^�ono^�ono�oo �\ I 00 DO C) \Oo GRAVEL BACKFILL FOR DRAINS o c� oo o0o'0 030 BUILDING FOOTING SEE STRUCT'L PLANS 6" SDR 35 PVC PERF PIPE 6" SURROUNDED BY 6" OF GRAVEL ON ALL SIDES. �� 6 CONNECT TO STORM CONVEYANCE SYSTEM. NTS Spill Control Device 2 #4 BARS @ 6" CENTERS ACCESS RISERS, CORRUGATED METAL BOTTOM FACE WITH MANHOLE PER STANDARDS, WITH LADDERS 1" MIN COVER (MIN 2 PER PARALLEL PIPE) R=3/4"x #5 BARS @ 6" CENTERS BOTTOM FACE WITH 1" MIN COVER 6" #8 GALV. DEFORMED REBAR #7 GALV. SMOOTH STEEL 3/4" PREFABRICATED LADDER 112" MIN I� x � _j x � Z HANDHOLD *ALL STEPS & RUNGS #8 CATCH BASIN STEP GALV. DEFORMED REBAR OR COPOLYMER PROPYLENE. 12" MIN N 12" MIN \ Z N Z #6 BARS @ 7" CENTERS BOTTOM FACE WITH °' J 1" MIN COVER ELEVATION PLAN DROP RUNG CATCH BASIN STEP NOTES~ 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, ASTM C478, AASHTO M199 AND MEET ALL WISHA REQUIREMENTS. 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. 3. HANDHOLDS AND STEPS SHALL HAVE "DROP" RUNGS AS SHOWN ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. 4. SLAB OPENING MAY BE 24" X 20" OR 24" DIA 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE Used. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497. 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN. 7. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. 8. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP TYPICAL ORIENTATION OR UNUSUAL STRUCTURES. FOR ACCESS AND STEPS 5" 24" 5" �n n 6" OR 1 QZ i i. 1-#3 BAR FOR 6" NTS 2-#3 BAR FOR 12" CB Ladder Ste and Slab To10 RISER � P P 20" n � 72" TOP SLAB n 20" n 96" TOP SLAB SEE NOTE 1 0 COMPACTED BACKFILL SLOPE r MEETING GRADATION REQ'TS FOR STRUCT'L FILL (SEE NOTE 2) SLOPE TO DRAIN AWAY FROM STRUCTURE /\x VAA 6 WRAP IN NON -WOVEN FILTER FABRIC 6" SUBDRAIN PIPE 1. 6" MINIMUM DIAMETER PERFORATED OR SLOTTED PIPE; TIGHT JOINTS; SLOPED TO DRAIN (6"/100' MIN SLOPE). 2. PERFORATED PIPE HOLES (3/16" TO 1/4" 0) TO BE IN LOWER HALF OF THE PIPE WITH LOWER QUARTER SEGMENT UNPERFORATED FOR WATER FLOW. 3. SLOTTED PIPE TO HAVE 1/8" MAXIMUM WIDTH SLOTS. -NON-SKID INTEGRAL PATTERN TO BE CAST ON TOP OF COVER COVER PLAN INSERT BOLTS DRILL & TAP: u - 120 DEGREES (TYP. 3PL.) NTS Footing Drain 3 MG PLAN 1/2 MICK 3/8" 1° 2" 1" 25" 26 3/8" SECTION A -A 1 " 25 1 /4" 6 F 1 1/4" 23 3/4" 5" 3/4" 33 3/4" SECTION B-B COVER NOTES RING NOTE 1. USE WITH THREE LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 1. DRILL AND TAP THREE 5/8"-11 NC HOLES THROUGH STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. DRILL HOLES RING AT 120'. SPACED 120', TO MATCH HOLES IN RING. 2. RING MATERIAL IS GREY IRON, ASTM A-48 CLASS 30. 2. COVER MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06. 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD SPECIFICATIONS, SPECIFICATIONS, AS MODIFIED HEREIN. AS MODIFIED HEREIN. 4. APPROXIMATE WEIGHT OF RING IS 215 LBS. 4. APPROXIMATE WEIGHT OF COVER IS 150 LBS. 5. RATING - H2O. 5. RATING - H2O. OLYMPIC FOUNDRY MH30AD/T , OR EQUAL NTS 24" Bolt Locking Manhole Ring and Cover Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: Date: _ Date: Date: _ PER PLAN 4' TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW OR APPROVED SUBSTITUTE CONSULTANT COUG H LI N NTS PORTER Rip Rap LU Pad 4 NDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 INSTALL PRECAST GRADE FRAME & COVER/GRATE RINGS, RISERS OR A CONSULTING LEVELING BRICKS AS LIMIT OF EXCAVATION (TYP.) STRUCTURAL AND CIVIL NECESSARY TO MATCH 12 12 PROPOSED PAVEMENT ENGINEERING CORPORATION FINAL GRADE. F SURFACE ° ISSUED: 4" MIN ° ° ° ° SEE NOTE 1. ° ° ° ° EXISTING PAVEMENT DATE DESCRIPTION ° ° 03/09/2016 BUILDING PERMIT RESUBMITTAL ASPHALT CONICL. 'B' PAVEMENT CL. FIRST STEP MAXIMUM 18" PLACE & COMPACT BELOW COVER CRUSHED SURFACING TOP COURSE v 12" EXIST. MANHOLE OR KEY MAP: CATCH BASIN PAVED AREAS LIMITS OF 12" EXCAVATION CONCRETE PERIMETER SEAL SHALL EXTEND 2" BELOW GRADE RINGS OR BRICKS FRAME & COVER/GRATE 12" 3000 P.S.I. CEMENT CONCRETE PERIMETER SEAL 0 0 ° 0 � ` a INSTALL PRECAST GRADE RINGS, RISERS OR LEVELING BRICKS AS NECESSARY TO FINAL GRADE 0 UNPAVED AREAS EXISTING MANHOLE OR CATCH BASIN NOTES" 1. WHERE DEPTH OF NECK EXCEEDS 24 INCHES, ADJUST MANHOLE/CATCH BASIN TO GRADE BY INSERTING NEW BARREL SECTION BETWEEN THE CONE/SLAB AND EXISTING BARREL. 2. GRADE RINGS, RISERS AND BRICK SHALL BE SET IN 3/4" NON -SHRINK GROUT, PLASTER SMOOTH INSIDE AND OUT. 3. STEPS OR HAND HOLDS SHALL BE ADDED AS NEEDED. 4. PRECAST GRADE RINGS AND RISERS MUST BE CAST WITH GROOVE TO ALLOW FIELD INSTALLATION OF SAFETY STEP. 5. REPLACE EXISTING FRAME AND COVER/GRATE IF NON-STANDARD. PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, z 36936 GISTEgCy� ONAL SHEET TITLE / NUMBER Storm Drainage Details C401 1 R-388326 STRUCTURE SD#Z3 CB TYPE II - 72" RIM = 20.44 IE=14.00 24" (IN/OUT) SE,N STANDARD GALVANIZED STEEL - STEPS. SEE AUSTIN CO SPECS. ROUND SOLID COVER MARKED 'DRAIN' W/ LOCKING BOLTS 4-. PLAN OUT 8" MIN L DETAIL H N.T.S. ROUND SOLID COVER MARKED 'DRAIN' W/ LOCKING BOLTS 4" MIN 1'-6" MAX RIM=20.44 LIFT GATE CONTROL ROD a SEE DETAIL 'D' MAX W.S. IE=16.60 EL=17.10 SEE DETAIL 'C' IE=15.80 18" MIN STANDARD GALVANIZED STEEL STEPS. SEE AUSTIN CO SPECS. INLET PIPE 24" OUTLET PIPE 4 424" - IE=14.00 6" THK GROUT ALL AROUND IE=14.00 0 N LIFT GATE - SEE DETAIL 'B' d' PIPE SUPPORT 3"X.09 GAGE BOLTED OR EMBEDDED 2" IN o WALL AT MAX 3' SPACING. : �e—MH SERIES 200 MIN ONE SUPPORT `v TYPE B 72"0 RESTRICTOR PLATE WITH 6.0625"0 ORIFICE TYPE 9 MINERAL AGGREGATE 'I W/ PORTLAND CEMENT 4 MIN ��;! STRUCTURE SD#Z3 CB TYPE II - 72" RIM = 20.44 IE=14.00 24" (IN/OUT) SE,N NOTES: 1. USE A MINIMUM OF A 72" DIAMETER TYPE 2 CATCH BASIN 2. OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW 3. METAL PARTS: CORROSION RESISTANT NON -GALVANIZED PARTS PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB 5. IF METAL OUTLET PIPE CONNECT TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4" 6. PROVIDE AT LEAST ONE 3" x 0.090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXIMUM 3'-0" VERTICAL SPACING) 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN NTS 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS Storm Control Structure 5 OR VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER NTS Not Used 9 NEOPRENE GASKET LIFT GATE CONTROL ROD PRESSURE RELEASE ASSEMBLY CSK 004 REMOVABLE WATER TIGHT COUPLING 12" ELBOW 6" MIN DRILLED CAP PLATE 6" MAX WITH 7.4375 0 ORIFICE DETAIL G N.T.S. REMOVABLE WATER TIGHT COUPLING 12" ELBOW 6" MIN DRILLED CAP PLATE 6" MAX WITH 7.50 0 ORIFICE DETAIL 'D' N.T.S. SEWER SADDLE SEWER SADDLE 7" MAX 3/4" DIA SMOOTH ROUND BARS EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS. UPPEP onKin LOWER BAND PLAN 24$$ ELEVATION 3/4" DIA SMOOTH ROUND BARS EQUALLY SPACED (4" O.C. MAX) 3/4" BAR A CB INNER DI 48 58" 54" 65" 60" 72" 72" 86" 96" 114" UPPER BAND 3/4" DIA BAR 1/2" PLATE DRILL HOLES -9/16" HOLES FOR LOCK )UALLY SPACED CV U") T T LOWER BAND 1 /2"�I ENTRY GATE DETAIL NOTES: 1. ALL STEEL IN PLATES, BARS AND BANDS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36. 2. DEBRIS CAGE SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 (AASHTO M111). NTS Bird Cage Style Debris Cage PLAN VIEW STRUCTURE SD#Z4 NTS CB TYPE II - 72" Not Used 6 HORIZONTAL CONTROL POINT HORIZONTAL CONTROL POINT HORIZONTAL CONTROL POINT ASPHALT PAVEMENT CONCRETE CURBING ASPHALT PAVEMENT ASPHALT PAVEMENT J� I I I 11 LI I =1 r it I y 1 o � H (~ U L� O z STRUCTURES W/ NO CURBING W U 24" INLET 24" TOP VIEW NOTES: 1. HED-FLEX DUCKBILL CHECK VALVE SERIES 9900 OR EQUAL HORIZONTAL CONTROL POINT CONCRETE CURBING ASPHALT PAVEMENT-1 PIP' ® i J z U O I N p U L� L� O Z W STRUCTURES ALONG CURBING Z Uj W W U Cn Approved By: Approved By: Approved By: Approved By: J N In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: Date: _ SIDE VIEW NTS 'Duck Bill' Check Valve HORIZONTAL CONTROL POINT CONCRETE CURBING /-ASPHALT PAVEMENT-\ I =1Q `i o w N O U L� O Z W STRUCTURES IN CURBING CORNERS 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 04/19/2016 CSK-004 Storm Control Riser KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL -ILL pET� 1� z 36936 ONAL SHEET TITLE / NUMBER Storm Drainage Details VLn NTS 4.12 Horizontal Control For Drainage Structure 12 R-388327 25 20 R 10 1 30 25 15 67 LF 18" SD ® 1.1 % ........................................:........................:....... 10 ................IN.146,01Y.PE III. 48" RIM=22.52 IE=14.60 12"(IN)S IE=14.10 12"(IN)E IE=14.60 12"(IN)N 5 I E=14.10 18"(0 UT) NW 30 15 ............ 5 LSD#H I CB TYPE 11.48" .............................. .................... RIM=21.36 IE=9.25 24"(IN)E IE=14.50 6"(IN)S 0 IE=9.25 24"(OUT)W 1+00 L SD#HS, C9 TYPE II - 48" RIM=21.30 IE=13.39 :18"(IN)SE IE=13.39 18"(OUT)W GRADE 2*00 1�1 .5D#H4, CB TYPE 11- 48" RIM=21.40 It=14.51 6"(IN)S : IE=12.37 18"(IN)E : 111-12.37 "18"(OUT)w 127 LF 18" SD @ 0.9% STORM PROFILE: SD#H6 t : SD#H I SCALE: I "=S' V. 1 "=20': H 3*00 74 LF 18" SD ® 0.8% SD#H3, CB TYPE 11.48" RIM=21.37 IE=11.20 18"(IN)E IE=11.20 1.8"�OUT)IN 000 102 LF 24" SD ® 0.8% SD#H2, CB TYPE II.48" RIM=21.36 .........................:....................... IE=10.57 18"(IN)E IE=14.50 6"(IN)SE IE=10.07 24"(OUT)W .:........................:....................... In Compliance W/ City Of Renton Standards Approved By: Date: Approved By: Date: ....................................................................................................................... Approved: By: Date: Approved: By: Date: 5+00 SP#H•I•, CB TYPE II -.48" RIM=21.36 IE=9.25 24"(IN)E IE=14.50 6'(IN)S: IE=9.25 24"(OUT)W .......................:...... _ AS: B LT ELEV _------- _ 4 ELF-1 .93 TOP OF LIVE STORAGE=17.00' / 1. 51 ...................:........................:........................:......................J. ..........:................ ..... :.......... ..... ......:..... .......... .......:....................... ..... .... ..................... ..................... ..................... ..................... ..................... ... ............ ..................... ..................... ..................... ..................... ............. .... ..................... ...../. .......... .................. , I I� \ BOTTOM OF LIVE STORAGE=14.00' _ .. W JUTE FABRIC BETWEEN a I� : JUTE FABRIC BETWEEN / ^ PROPOSED SEWER ,',� � \ DETENTION POND % \\ - % ELEV's :14' AND 17' IE=12.23 ' ' �' 4 a ELEVs 14 AND 77 1\ U� ' ' °° I :SEE L'SCAPE PLANS 4: \ / : / SEE L SCAPE PLANS 73.5 PIPE ,� DETENTION POND / :........................:.....................:.......................:....................:.......................:........................:......................./............:.......................:..... ........ ..................... ..................... ..................... ..................... .. ..................... .................. 117 LF 24D ®0.7% N OUTFALL T 'POND I : Lam\ / 70 LF 24" SD 0 6.9q, IE=7 00 / j / 4 4 \ /- 1 BOTTOM OF DEAD STORAGE=6.00' /: \ BOTTOM OF DEAD STORAGE=6.00' / \ _ BOTTOM OF POND=5.00 BOTTOM OF POND 5.010 B M ......... 2' FROM FACE OF CB : D Z B TYPE II 54" : 80 FOOT FUSE WELD STEEL SD#Z4, CB TYPE II - �2" RIP RAP :PAD S # S, C RIM=20.59 SEE DETAIL�� AIM-22.08 qni in wni i PIPF (al n Q% n' ri • uini 1E=8.40 24"(IN)E ........................ 1E=$,90 ..18"0N)5.W ......... IE=8.40 24"(IN)W 1E=8.40 24"(OUT)N jcr►LL: i -j T. i -Avon ........................................................................ NOTE: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS 20 iR 10 61 30 5+b 25 20 10 30 5+6 25 20 ik 10 TITLE tfLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT C O U 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 KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL PETS L ZOZ 36936 OISTE��Cy1� NAL V� SHEET TITLE / NUMBER 5 Storm Drainage Profiles 0 CONTRACTOR TO CONTACT: SPU TRANSMISSION CREW.. CHIEF. ROGER..COX..(206)..399.-.2.49.6. WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. C4020 R-388328 00 25 -- - - - - - - - - - - - - - - --- - - - 50 LF:12" SD @ 1.0% 20 34 LF 12 SD @ i.o%' ..................... ........................ ........ ; ................ .......... .. . .. ............................. fl8--LF12»--SD--@--j-j0% El TSD#FIO,CBTYP 15 SD#F9, CB TYPE I ..................... RIM=22-.65 ........ ........................ ............... ..... ... LSD#F8, CB TYPE I ................... ........................ .................... ............... IE=19.68 12"(OUT)SW RIM=21.75 IE=19.18 12"(IN)NE IE=18.83 12"(IN)E IE=19.18 12"(OUT)W IE=18.83 12"(OUT)W 10 EXISTING GRADE ........................ ........................ .. .................. .................. --------------------- 113 LF 12" SD @ 1.07. "LSD"#"F'7','C'B" TYPE I RIM=21.57 IE=17.65 12"(!N)E IE=18.15 6"(IN)N [E=.! 7-.55.12"(00T)W STORM PROFILEf SD#F 10 to SD#F5 SCALE: 1"=5'V. I"=20'H LSD#FS, CB TYPE 11 - 48" EROP068DSSEWER RIM=21 w 10 -,-=0.43 ................... ..................... ........................ ........................ ........................ .......... .................. ...................... ............. ... .... ................... ........ ...... I E= 15.25 12"(OUT)W SD#F3, CB TYPE 11 - 48" -SD#F4, CB TYPE 11 - 48" RIM=22.68 RIM=21.17 IE=12.99 18'(IN)SE IE=16.40 12"(IN)W IE=17.63 6"(IN)E 5 IE=14.23 12"(IN)E IE=12.99 187(OUT)N ................... ........................ ........................ ........................ ........................ ............ ........................ ........................ ...................... ........ ........................ ........ ...... E ... 1'3.73 ''1 8'(OUT)NW" 0 ................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........................ ........ STORM PROFILE: SD#F5 to SD#Z5 SCALE: I "=5' V. 1 "=20':: H ................... ........................ ........................ ........................ ........................ ........................ ........................ ........................ .......... ........ .............. ........ 000 1+00 240 AT...................... SD#P 2, CB TYPE 11 .48" RIM=.23.88 IE=12.21 18"(IN)S IE=20.42 6"(IN)E 'IE=47.'63 -6"'(1N)W ...... IE=12.21 18"(OUT)N 3-00 ....................... SD#F6, CB TYPE I RIM=21.57 IE :16.57 12"(IN)E ...... I.E;::;1-6.57--12"(OUT)W 1-PROPOSED: GRADE .............. : ......... 130 LF 12": SD @ 1.0% 55 LF 18,, Sp p 4.67. D#F 1, CB TYPE 11 - 481i RIM=22.50 IE 11.42 18"(IN)S ....... IE-7;17:6-5-V'(II4)SE.... IE=19.69 4"(IN)E IE--:*18.77 4"(IN)SWPVC IE *1142 18"(OUT)NE: In Compliance W/ City Of Renton Standards Approved By: Date: - Approved By: Date: - Approved By: Date: - Approved By: Date: - ..rSD#FS, CB TYPE 11 .48" RIM=21.43 IE=15.25 12"'(OUT)W 20 i �1 10 5 ............. ........................ ........................ .................. SD#Z5, CBTYPE 11 - 54" RIM=22.08 IE=8.40: 24"(IN)E IE=8.90:: 18(IN)SW IE=8.40:: 24 (IN)W 0 ... I1E----8.-40::-24"(OUT).N- ................................ SAME STRUCTURE - SEE:SHEET C4.20 000 4+40 .. Oft: ............................................................ ..... ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS 25 20 i R 10 5+00 CONTRACTOR TO CONTACT:: SPU TRANSMISSION CREW.. CHIEF. ROGER..COX.:.(206)..399.-.2496.: WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. 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: 206/343-569 1 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: I I DATE DESCRIPTION KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL SHEET TITLE / NUMBER Storm Drainage Profiles C4.21 R-388329 25 20 15 10 25 20 15 SD#D2, CB TYPE 1 RIM=22:06........ IE=19.53 12"(OUT)E 'LSU#DI; CB'TYPE'1... RIM=21.90 IE=18.47 12"(IN)W IE=18.47 12"(OUT)E STORM PROFILE; SD#D2 to SD#A7 SCALE: 1 "=5' V. I "=20' H 0+00 1 +00 2+{00 - SAME STRUCTURE - - - - - - - SAME STRUCTURE - - - - - j........................ :........................ ........................ ........................ .......... r-PROPOSED--GRADE............ :........................ :........................ :........................ :........................ ............ O 128 LF 12" SD @ 1.3% �SD#A7 CB TYPE I RIM=21.82 IE=17.42 12"(IN)W IE=17.42 12"(OUT)N 25 20 R 10 ......................................................................... - - .-.�. _. EXISTING GRADE LSD#A7, CB TYPE I RIM=21.82 IE=17.42 12"(IN)W 10 IE=17.42 12"(OUT)N SD#A6, CB TYPE 11.4 J .......... .................RIM=21.3g..............................:........................ ......... IE=15.75 12"(IN)W IE=15.75 12"(N)S IE=15.75 12"(IN)SE STORM PROFILE: SD#A7 to SD#A5 IE=15.25 18"(OUT)N SCALE: I "=5' V. 1 "=20' H 000 1 +00 SAME STRUCTURE: 25 ........................ =........................ -........................ 20 41 -SD#A5; CB TYPE 1I 48"- RIM=21.63 IE=14.38 12"(IN)W IE=13.88 18"(IN)S IE=13.88 18"(OUT)E 000 1+00 SD#A4, CB TYPE II - 48" RIM=21.15 IE=12.43 18"(IN)W IE=17.62: 12"(IN)W -IE=1-6.9& - 6"(I N)S ....... IE=12.43 18"(OUT)E 127 LF 18" SD @ 1.1 % 2+00 109 LF 18" SD @ 1.1 % 200 :SAME STRUCTURE 2+.60 ........ rSD#AS,-CB TYPE II.48''... RIM=21.63 IE=14.38 12"(IN)W IE=13.88 18"(IN)S IE=13.88 18"(OUT)E ................................. SD#A3, CB TYPE II =48" RIM=21.38 ............ 1E=1'1'2�8--1.8�. (IN)W. 1E=19.74 4"(IN)S 1E=10.78 24"(OUT)E ........................ .................. a -4. STORM PROFILE: SD#A5 to SD#Z5 SCALE: I "=5' V. 1 "=20': H 3+00 3+.00 25 20 15 10 3+20 In Compliance W/ City Of Renton Standards Approved By: Date: Approved By: Date: ....................................................................................................................... Approved: By: Date: Approved: By: Date: 25 20 :_.._._._.._.._._ ._.._._ .-. _ . _ .,.-. _ :�..-.-.-......-.....-..-. r.-1.-.-..-..-.-.-..-.-.-..-F-...L. 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 KEY MAP: I I'' I ;M rm 0 0 0:15 ........................ :........................ :........................ :........................ :................... .... :............. .......... :...................... .:... ..................... :........................ : PROJECT NUMBER C152268-03 DRAWN BY SAS 181 IF 24" SD @ 1.0% ISSUE DATE 05/04/2017 42 LF 24" SD @ 1.5% 10 �.. .......................... ................ ........................ ........................ ................... .... : . SEAL ............... ........................:...................... SD#A1, CB.TYPE 11:..48..................... :....................... ......................... RIM=21.50 SD#Z5, CB TYPE: 11. 54" :IE=9.05 24"(IN)W: RIM=22.08 IE=16.03 6"(IN)SW IE=8.40 24"(IN)E IE=9.05 24"(OUT)E IE=8.90 18"(IN)SW IE=8.40 24"(IN)W ........................ ................................................. :...................... J IE-8 .............. SAME STRUCTURE - SEE SHEET C4.20 - .40' 24 OI T N 4*00 - - _ 5+00 5+, NOTE: ALL STORM PIPE (SD) TO BE LOPE, RCP, SDR35 (IF GREATER THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS CONTRACTOR TO CONTACT SPU TRANSMISSION 'CREW.. CHIEr''ROGER''COX' :''(206) 599-2496.. WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. �otiL pET�, z 36936 GISTEgCy� ONAL SHEET TITLE / NUMBER Storm Drainage Profiles C4022 R-388330 30 25 20 15 RECEIVING PIT 30.0' CITY OF SEATTLE 10' WATER LINE R.O.W. ......... ............. ....... MIN ........................ ........................ ........................ ........................ ........................ ........................ j........................ ................... ... :................. ....^........................ .................. ..................... ............. 1\L\ EXISTING GRADE AS -BUILT ELEV = 4 EL= 17.93 \ \ a1 \ a = JUTE FABRIC BETWEEN 73.5" PIPE ELEV's 14' AND 17' ' \ IL / SEE L'SCAPE PLANS 1 / 10 80 4 \\ /�1 LF 4:SDC�0.9% 4. ................---------.----- ............... :... \....:............................/........:.... 70 Lf 24 So- ®0.9% \ : DETENTION OUTFALL TO POND.... / IE=7.00 / BOTTOM OF DEAD STORAGE=6.00' / 5 :BOTTOM OF PON©=5.00' ................ 2' FROM :FACE OF CB..........................:...................TSD#Z*4, .............................................. ---.-.-.-. ..................... .. :.. J .:..SD#Z5, CB TYPE 11- 54" RIM=22.08 80 FOOT FUSE WELD STEEL CB TYPE 31- 72" RIP RAP PAD IE=8.40 24"(IN) E = RIM=20.59 CL MIN SEE DETAIL IE=7.65 24SOLID WALL PIPE Q 0.9% " IE-8 90 18"(IN)SW (IN)S 0 30 25 20 IE=8.40 24"(IN)W -1E=6.40-24"(OUT)N------ 0+00 CONTRACTOR TO CONTACT SPU TRANSMISSION CREW- -CHIEF -ROGER--COX. -{�06).3992496--- WITH A MINIMUM 72 HOURS::NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. IE=7.65 24"(OUT)N C\11 �+00 ........................ :........................ :........................ :........................ :.................... � . EXISTING GRADE .. --: ..:........................ : TOP OF POND OVERFLOW=18.50' TOP OF LIVE STORAGE=17.00' : 77 15 ' / .......................................................................................... /....... . BOTTOM OF LIVE STORAGE=14.00' N7/ DETENTION POND-- 10 ' LI 1 ................. / 4 :.................... ...................:........................ / / SD#Z2A, CB TYPE II - 54" BOTTOM OF DEAD STORAGE=�( 0'' RIM=17.75 5 IE=136.50 24" OUT NW BOTTOM OF POND=5.00� �' ( ) 0+00 XI 31 LF 24" 0 24" SD @ 1.0% 0.5% -• ------------------------ ----- -POND "INLET, -- -- SD#Z2, CB TYPE 11- 72" ELEV= 13.09 RIM=20.51 IE=13.25 24"(IN)S IE=13.25 24"(IN)SE: IE=13.25 24"(OUT)W 1+00 2+{00 JUTE FABRIC BETWEEN ELEV's 14' AND 17' - - - SEE L'SCAPE PLANS _ - - TOP OF POND OVERFLOW =18.50' 7 1 :4 TOP OF LIVE STORAGE=17.00' ..5,........ ......................... ......................... ........................ :.... ......................fit .............. BOTTOM OF LIVE STORAGE-14.00° 1 L\ / /37 LF 24" SD ® 0.0%- 4 / a uri ...................\...................DTENTfON POND....:. ................. 1 :.. \ / 4 SD#Z3, CB:TYPE 11- 72" RIM=20.44 IE=14.00 :24"(IN)SE \ BOTTOM OF DEAD STORAGE=6.00' / IE=14.00 24"(OUT)N BOTTOM OF POND=5.0W is ..................:..................\._-.-.-.-.-.-.-.-.-....-.--.-..................................................... :........................ :.................... STORM PROFILE: DETENTION POND CUT SCALE: 1 "=5' V. I "=20' H ---- - �� Ex fRR Line ° (Assumed Depth STORM PROFILE: DETENTION POND to SD#ZI SCALE: 1 "=5' V. I "=20': H 200 SAME STRUCTURE - - 3+.00 3+{00 EX 48" SD 1..PIPE ........ ..... DOWNSTREAM- POC 30 25 20 10 3+{60 4+-00 In Compliance W/ City Of Renton Standards Approved By: Date: Approved By: Date: ....................................................................................................................... Approved: By: Date: Approved: By: Date: 12 LF: 24" SD ® 6.4% .................... SD#Z2, CB TYPE 11- 72" RIM=20.51 IE=13.25 24"(IN)S IE=13.25:24"(IN)SE IE=13.25 24"(OUT)W ...........................................:..... NOTE: ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35 (IF GREATER :THAN 3'). ALL STORM PIPE TO CONFORM WITH CITY OF RENTON STDS 25 20 15 10 TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUGHLIN PORTER 5 LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 O P: 206/343-0460 .........:........................ F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 5+:00 ISSUED: DATE DESCRIPTION CONTRACTOR- TO- -CONTACT- -SPU- -TRANSMISSION- CREW CHIEF ROGER COX: (206)399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, z 36936 GI S f V, SHEET TITLE / NUMBER Detention Pond Profiles C4031 R-388331 --------- — ; 0w r CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared('_ . i LUNDEEN and has been entitled to reflect field verified in,er �\\ — — — I — of the storm,snnitaq"ewer--end-wzte —terns. -i \ — — rim elevations t IES US, INC m �� --_ 0 \ — — — — — COUG� LIN PORTER LUNDEEN, INC does not provide -aan - - - - - - _ ccu comple such information provided by \µ \ _C5 06\ _ T oL LIMIT , I I I IE: D : ,-L.4. r-1.0 \ A I... , - I� I tt tt tt 0 _ � a SSM H, o Ur s xpansion71 I o o — g i n I�Int liicti irh w I Itilitiec o .T COUGHLIN PORTER and rim elevations ert and 017. lee to the Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: _ Date: _ Date: _ Call before you D g, 8-1-1 • - • :• 160 or : 11 UNDERGROUND SCALE 1=80' SERVICE (USA) - Ex Right -Of -Way TITLE LONGACRES BUSINESS CENTER SW 27TH ST & NACHES AVE SW CONSULTANT COUG 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL xo ti z Q 36936 � GISTER�j1 1�1 ANAL E � I SHEET TITLE / NUMBER Utility Overall Plan C5000 S-388301 W-388301 R-388332 Burlington Northern Railroad o W 5 v r 7 n 77� m w - N o � m cn r c 7u z m � V ALd -f-- cr, F, r_ F_ F m � � w r N _ N rci— _� w� co D� n _Ti w is r Cn n w zo o _c77 w c m r w co N�o w Cn N F m r Cn Cn w C w C L U) Q L w Cn Cn w C m r ,I C F1, F, F-i m IT Mn— I 1-1 - IMIT r �, o hoo INO°m FT�w TOP OF COMM C BOTTOM OF FUEL LINES 6' DEEP T OF COMM = 9' OR LOWER - SE GROUP HEALTH COMM VAULT (4) SEE 00M Jb * 6" CEDA ASPHALT Tract l As Recorded Under KC Recording No. 20151224900008 CONSTRUCTION RECORD DRAWING This construction7been rd '7anwate f AD file repared by COUGHLIN P Approved By: LU DEEN and has a teflec field evvrified invert and rim elevat ons Approved B of the storm, son sewer main systems. Field verified invert a d pp y rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide— any —warrantee- as tot Approved By: ac�uracy or completeness Lof such information provided by others; — Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) CONTRACTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE PVC SDR 26 OR APPROVED EQUAL WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING ,;:::.::.••', BUILDINGS GRAVEL ROCKERY — — CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P p TELEPHONE LINE T T GAS LINE 0 G TREE Ave WATER METER/FH ® t STORM CB/MH L _J SEWER MH/CO � ) o OO • GAS VALVE/METER 9 0 b � STREET LIGHT 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL ti z Q 36936 "IS TV`,�,�1 I\\ ONAL E SHEET TITLE / NUMBER Utility Plan C5001 Match Line -See Sheet C5.02 W-388302 S-388302 R-388333 IFm 17 E7 IIIIIIIII'm c c � m W o C F_ IF- 0 m C C F_ T>I W Cn i �W IF- _- CCn I W C C r r N � o cco J o -0 o N �� m c �l c N I� - r I� I w N I c c M � cn I m r I I I W C I r I� I I�1MIT mmmIir LIMI'�Z.. r Match Line - See Sheet C5.01 - - - - - - - - - - - - - - - - - - - - - 1 12"x6" TEE �"16 "GATE V W/ THRUST BLOCKING SEE DETAIL 1 STA 14+87.5 (.0' - - - - - - - - (FL) FLxMdy VE (FLxMJ) Rt.) - - - - - - - - FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 31]4SEWNT 19 LF 6" DI CL52 SPOOL :::::. .:::CON This cons tion :record is: 'a LUNDEEN r�d .has :been: entit of the st ;:sanitary sewer. rim elevatio�is:were :obtaineda GOUGHLIN PbRtk LUUNDEEN- I accuracy rl_completeness ofl :;. COMBINED / WATER I I' : :I UC 0 RECORD DRAWING I opy of a CAD fileprepared y CQUGHLIN ORTER Approved By: 'a re lect field Verified inv rt a d rim el ations Approved By: Ind at r main stems. Fiel �erilfied inve and R N COMPANI US, INC �n ully 2017. C d es of provi e any wanaige as to tie Approved By. uch i fo ation rovided by lo� . f Approved By: (1) 12" 4 ° BEND (MJ + / HRU BLOCKING SEE DETAI 2/C5.10 STA 1 +8 7 (0.0' Rt. ,•a;r SEE DETAIL 5 C5.10 19.0 Rt� I:::::::::::::::I OI: : : 21 LF 1 " I L52 r I (1) 12" 45° BEND (MJ) 4" COMM CONDUITS ��,,_<S'EEDETAIL 12 c (1) 12°x6" TEE (FL)(ty 12 ADAPTOR (FLxMJ) 1 12" GATE VALVE FLxMJ I/ I I::::: ::: :::::I (1 1 "x (1� 6 G W/ T RUS SEE ETA TEE (MJxFL VALVE (FyxM BLOCKING 1/C5.10 )I W/ THRUST BLOCKING 1 6 GATE VALVE (FLxMJ)) W THRUST BLOCKING I:::: :;::::::: I I. • . ; :� STA 1 +1 0 (0.0 Rt. -�� STA 15+16.5 (0.0' Rt.) 15' WATER EAS ENT 15 LF 12" DI 1JL52 26 LF 12" DI CL52 -- ------ -- ----------- -- -- -:"- -- ---------- - i :':' ;:;: :':; .... 1:19 :Lf '12 ' :DI: CL52' : ' : Dt CL52: 72. LF 12 : DI 'CL5 .::::: ::: ::: ::: : ; :X:14+QO_. ... 14+5:0 :;:;:;:;.;.'. :::1:5;+00 . 1.5+.59 . . 15+. .0 (1) 12 4 BEND (MJ) (1) 12 4) BEND (MJ) W TH US BLOCKING N' 2 :45.55. ' E ' : 20.77' : ' : : W THRUST BLOCKING �. � _ 2 y ::: :::: ; :: :. :1 / 1 o. S AIL 2 C5 0 0 Q S AI 2 5.10 - : .� ��:�:���� SEE DETAIL /C o. ... ; : � . +2�.4 5.0 Lt. STA 13+41.9 0.0 Rt- /::::�� : a s ( ) CONDUITS TO BE 12" CLEAR BELOW 3 WATER METER I 1 16 LF 4 �, FDC �� oh PE COR STD N CL52 "' __J4 2" STA 1 17 LF TOP OF COMM CONDUIT TO BE BELC BOTTOM OF FUEL LINES. ASSUME FU LINES 6' DEEP TO TOP OF PIPE. TO OF COMM = 9' BELOW FINIS GRADE OR LOWER - SEE PROFILE c GROUP HEALTH UV-444 COMM VAULT (4) 4" COMM CONDUITS SEE DETAIL C5.11. LINE. pEPTH= 6.5'+ BELOW s I 0 LF 6 DI CLJ2 SE DETAIL - / FINISGRADE11 0 o „ 13 LF 4 1 6 90° BEND (RJ) �o . ' . . . . . . . 2 D CVA SEE ESCAPE PLANS O DI CL52 W RESTRAINED JOINT OR BACK LOW PREVENTION DETAIL / - - - - SE DETAIL 2/C5.10 L-: 'J �o 4„ I: ICI E L'SCAP -- - - - SE E PLANS 36 LF 4 DI CL52 W THRUST BLOCK FOR C - - - - SEE DETAIL 0 TAPPING TEE � - •T� :I - r. ... f€ SALVE 'IV� �� TRANSFORMER .. R P R COR STD's J ; VAUL I::: SEE DETAI 4 �o o TYPE K COPPER �� a C � r (4) 4 COMM CONDUITS 4 DOMESTIC �' SEE MECHL PLA CN 1 4" 90° BEND MJ FOR CONTINUATIO I::: ::: : �� m THRUST BLOCKING 6" FIRE DEPT CON I ; I m _ _ J „ 6 SSCO SEE DETAIL 2/C5.10 SE POINT OF CONNECT SEE MECHL PLANS : : , 5 FIR M EASE E C.L. � � - 5� RIM TO GRADE IE �6 99 FOR CONTINUATION PRECISE BUILDING 1::::::::: I:::::::: I 6' 0 FACE OF CURB nout DRAWN WATER CONNECTIONS ARE EXAGGERATED FOR CLARITY CONNECTION LOCATIONS : ; : w ::: o : ' : , 6" SANITARY SEWER POC SEE MECHL PLANS FOR PRECISE 6" FIRE SERVICE o' I:. :: q A ca I 33 LF 6" SS @ 2.0% - BLDG CONNECTION LOCATIONS IE=17.75 SEE MECH L PLANS b I D SEE MECHL PLANS FOR CONTINUATION FOR CONTINUATION llWll �I■ 6" SSCO o: o K I:::;:'•::':� L 0 UAIL ' b o RIM TO GRADE IN I::: ::I N IE 17.65 w :I �, RPBA AND DDCVA TO BE LOCATED I:. ::i. .. k WITHIN THE BUILDINGS SPRINKLER ROOM - SEE MECHL PLANS Y.11 ANDco DELE ATIONOOF EX (; : : '.:..: I SEE DDCVA DETAIL 12" WATE STUB F ND I : t I BLOW Of ASSEMLY RI D PROVIDE 2" HOLE DRILLED THROUGH WALL I. IE 15. OF FIRE SPRINKLER ROOM FOR CITY S + . LI r Cleano 6 INSTALLATION OF RADIO READ UNIT FOR L7IMI I : : I E-17.75ARY SEWER POC .� .� THE DETECTOR METER ON THE FIRE `- l7SEE MECHL PLANS SPRINKLER DDCVA r - ' - 6" 5.1 % FOR CONTINUATION �o I::: i ICI IF- 20' COMBINED SEW I O � c c �.:.: � 6 SSCO WATER EASEMENT Cf)I J m - :.I RIM TO GRADE co 1 6 GATE VALVE FLxMJ r� ��� �.�� IE 17.50 I•.•.•;•.::w:,.:• I � I � I I U THRUST BLOCKING ) :: I / I::N :::: 1 Cleanout I :: :: r 4J 114-1 0 FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 310.1 � - _ - - - - - - - - - : - -J::: :::I �, PER CITY OF RENTON STD 310.1 22 LF 6 DI CL52 SPOOL N .T' : 20 LF 6 DI CL52 SPOOL ::::::: .: '; . . -. : : SEE DETAIL 5/C5.10 -8 LF :12 'DI: CL52 r SEE DETAIL 5 C5.10 STA 18+26.9 16.7 Rt. Dk ;CLS� ::.:::.:::::::::: : ; . STA 12+01.6 (20.0 Rt.) 1 12 EE FL I ... . .. . „ ( ) r (PU BLIC).:. .1} 8 3 12 TE VALVES FLxMJ I 1140 " I :- ::}#F=8 .8 : ; o ... W THRU T BLOCKING W / Buildin C * I STA 11 + .1 (0.0 Rt.) S °45'55"w: 5:18' ■ - • ■ CONDUITS TO BE 12" CL R �: : :: I # SSMH - 54" + : I r J BELOW WATER LINE. DEPT = I::: .: :: :I - : ' : ; : ' : ' 'i°::I II M=21.88 CS 001 I s vc E RctP E-w 6.5'+ BELOW FINISH GRADE N - - - - - - - - _ I . IE=9.44 8"(IN)E 1 V H ONNECT EX SS H . ' IE=14.46 6"(IN)NW 1 12"x6" TEE FL r :. IE=9.24 8"(OUT)S ( ) I:::: : r :::::I i T EX 12 TUB V EX O.P.L. 1 12 FLxMJ ADAPTOR :. " AND 14" PETROLEUM LINES I _� m SEE CITY STD P 40 2 „ W = 1 12 GATE VALVE (FLxMJ) UST E RIM TO GRAD PROVIDE JOINT BONDING, TEST STATION I : : SEE DETAIL 11 1 6" GATE VALVE (FLxMJ) E=6.70 AND ANODES (DETAIL AND PROFILE ON \ I:N C5.10 ) SHEET C5.21 W/ THRUST BLOCKING CI ) p ::: : SEE DETAIL 1 /C5.10 rat m .:.: o n.. Cflr r I STA 18+26.9 (5.0 Lt.) I:::::: I *CONNEC `�' (1 COUPLING r o S DETAIL 1 /C5.10 I `` w o E CATHODIC PROTECTION o ::: r.:::: T > DETAIL ON SHT C5.21 '" N � STA 10+21.9 (13.2' Lt.) 2 ED S R/ NOTE: F-- r �� 71 C o WATER EASEMENT INSTALL NEW 12" WATER FROM EX 4 VALVE CLUSTER �� l m �m o ' °J IF EX STUB IS NOT INSTALLED AT CORRECT ELEV AS '" T r � �.5';.: 1 ;0' I;:;:::: ::::' 1►WI� > �' qLR : . L� : I SHOWN ON PROFILE SHEET C5.21 Ld 6-= FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 310.1 18 LF 6" DI CL52 SPOOL SEE DETA C5.10 STA 11+15.1 1�12"x6" TEE (MJxFL) „ In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Call before you D;g.8-I-I or I-800-424-5555 UNDERGROUND SERVICE (USA) NOTE: SEE DETAILS FOR PIPE BEDDING, �� 10 UTILITY NOTES AND SPECIFICATIONS, AND ccc WATER GENERAL NOTES CONTRACTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE PVC SDR 26 OR APPROVED EQUAL NOTES: 1. MARK LAMPARD AT KING COUNTY WTD MUST BE CONTACTED AT 206-477-5414 THREE (3) WORKING DAYS IN ADVANCE OF CONSTRUCTION ACTIVITY ON KING COUNTY PIPELINE/MH. 2. NO DEBRIS SHALL BE ALLOWED TO ENTER THE KING COUNTY SEWER SYSTEM DURING CONSTRUCTION OF THE CONNECTION TO KC MH R18-12. 3. KC MH R18-12 SHALL BE UNLOADED ALL AROUND OR STRUCTURALLY SUPPORTED DURING CONSTRUCTION TO AVOID UNBALANCED SOILS LOADING. 4. ALL WORK ON THE KING COUNTY PIPELINES AND FACILITIES SHALL NOT BE BACKFILLED UNTIL THE WORK HAS BEEN INSPECTED AND APPROVED BY A KING COUNTY REPRESENTATIVE. 5. THE PROPOSED CONNECTION TO KC MH R18-12 SHALL BE PLUGGED AND NOT PUT INTO SERVICE UNTIL THE TRIBUTARY SYSTEM HAS BEEN CLEANED, INSPECTED, TESTED, AND APPROVED BY THE CITY OF RENTO WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY - - PARCEL LINE ASPHALT PAVING � CONCRETE PAVING ��,:.`_.:�'::,••'', BUILDINGS � ®_ GRAVEL ROCKERY - _ CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P p TELEPHONE LINE T T GAS LINE G G TREE �� WATER METER/FH ® STORM CB/MH L J � � I� SEWER MH/CO � � o OO • GAS VALVE/METER 9 0 kl 13 STREET LIGHT � o-❑ TITLE LONGACRES BUSINESS CENTER SW 27TH ST &NACRES AVE sw CONSULTANT COUG H LI N PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE � DESCRIPTION � 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET 03/15/2016 CSK-001 (change layer and color) KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL x 0 36936 GrsT>✓��Gti 10 W A� I�1 ANAL E � SHEET TITLE /NUMBER Utility Plan C5002 (1) 12"x6" TEE (MJxFL) W/ THRUST BLOCKING STA 12+01.6 0' Rt. Match Line -See Sheet C5.03 S-388303 W-388303 R-388334 7 -11 7�0-, 1 -T, o D F— �O fir:: J �z mz 9 III J r --i Z1 cD J C 6' C N m m F— L � W I I C C F- �I IWI N C C J m m M r W m W F � J z O n C -D M C 6 O r F11 N — T1 m co m r I I M I i I Ij m I � C- m rl m co co m CL 0co II � o 0,0 N Nrzo F- M �Iz Im m� -11 m oM I r N I m C cn m M T m m Cn m I� - - - M -II;� Match Line - See Sheet C5.02 —11111111 11111111 11111111 11111111 IMF Iwpm —11111111, — T — — — — — — — — — — — — — — 6" SANITARY SEWER POC 6" SSCO _ _ IE=17.75 I RIM TO GRADE ® SEE MECH'L PLANS J FOR CONTINUATION .5' _� :0'. I „ , IE 17.72 20' COMBINED SO P All" 8 x6 WYE 6 SSCO WATER EASEMENT IE= , RIM TO GRADEIE 17.65 154 LF 6" SS @ 2.0% MIN N (PRIVATE) 6" SANITARY SEWER POC Building ' C' .1 IE=17.75 FF= 23.00 SEE MECH'L PLANS FOR CONTINUATION \ fN U U U 1 12"x6" TEE (FL) 2 12 GATE VALVES (FLxMJ) 1 �,° GATE VALVE (FLxMJ) W/ THRUST BLOCKING STA 41 +91.2 (5.0' Rt.) U U (1) 12" 22.5° BEND (MJ) I ' FROM ESMT (4) 4" COMM CONDUITS W/ THRUST BLOCKING '" FROM FACE o SEE DETAIL 2/C5.10 F CURB I:` I STA 19+78.3 (5.0' Lt.) Io:_ 4 4 C C T I ' :: : : I FIRE H RANT ASSEMBL _ PER Cl.OF RENTON S D 10.1 PO »� '. �II � I Approved By: Approved By: I�I _ Approved By: * I I Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Irl CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. I I III II II O ILn U 4J III Ian LIMIT o Cn ICI IV) I JIVII? r 1. I J I I I III � I U M � I I CD ICI II 0 I I IM I z I o 'ml r I I I o III ICI I m - I I I I III �I �I I m I I I I II m ICI I I II II i I III I I I I CULVERT, 1 I IE E END 266 IE W END 1 .7Q I I I I �I r r �II � I Approved By: Approved By: I�I _ Approved By: * I I Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: Irl CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. I I III II II O ILn U 4J III Ian LIMIT o Cn ICI IV) I JIVII? r 1. I J I I I III � I U M � I I CD ICI II 0 I I IM I z I o 'ml r I I I o III ICI I m - I I I I III �I �I I m I I I I II m ICI I I II II i I III I I I I CULVERT, 1 I IE E END 266 IE W END 1 .7Q I I I I �I r r rl r Ir o F- Call before you � DO g.8- 1 -1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) 0 10 20 40 SCALE 171=20' NOTE: SEE DETAILS 2 4 10 FOR PIPE BEDDING, c5.11 c5.11 c5.11 UTILITY NOTES AND SPECIFICATIONS, AND WATER GENERAL NOTES CONTRACTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE PVC SDR 26 OR APPROVED EQUAL WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING ,;:::.::.••', BUILDINGS GRAVEL ROCKERY -- CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P P TELEPHONE LINE T T GAS LINE G G TREE A�'(D 0 IV WATER METER/FH ® t STORM CB/MH L J SEWER MH/CO � ) o OO • GAS VALVE/METER 9 0 b � STREET LIGHT 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET 03/15/2016 CSK-002 04/19/2016 CSK-005 CMU Footing Storm Conflict KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL °g, rE�� ti z Q 36936 � GrsTE�Gti 1�1 ANAL E � I SHEET TITLE / NUMBER Utility Plan C5003 Match Line - See Sheet C5.04 S-388304 W-388304 R-388335 NI � m I I C fTl 71 c M FTl m r Match Line - See Sheet C5.03 7 I I r : \ I u � 1 is I FIRE HYDRANT ASSEMBLY X\ PER CITY OF RENTON STD 310.1 19 LF 6" DI CL52 SPOOL SEE DETAIL 5/C5.10 bx STA 45+36.5 (13.5' Lt.) w 7 i \ (1) 12„ x6 TEE (FL) Building SDI (1) 12" FLxMJ ADAPTOR L - - J 1 12 GATE VALVE (FLxMJ) S C M b F F= 24.00 11 6 GATE VALVE (FLxMJ) W/ THRUST BLOCKING p STA 24+20.5 (7.0' Lt.) �... N I IF FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD 310.1 A K\ j p - : m 20 LF 6" DI CL52 SPOOL SEE DETAIL 5/C5.10 W STA 24+20.5 (15.0' Rt.) :I 7, 6 SANITARY SEWER POC 52 LF " SS @ 2.8% IE=18.754 :: F 8"x6" 'WYE' RIVA E) SEE MECH'L PLANS FOR CONTINUATION ...�. .I IE=16.55 ::_I I 52 LF FOR 2" IRR SEE DI t- 15' WATER E E 6" SSCO 20' COMBINED SEWER/ RIM TO GRADE WATER EASEMENT IE 18.65 :;::: Cleanout (2) 4" PVC POWER CONDUIT I r o RPBA AND DDCVA TO BE LOCATED W •'�''N. I I I I I WITHIN THE BUILDINGS SPRINKLER ROOM 6 SSCO SEE MECH'L PLANS SEE DDCVA DETAIL c5.� RIM TO GRADE IE 18.65 is PROVIDE 2 HOLE DRILLED THROUGH WALL I : � : � : � : • :,,- I � Cleanout m I OF FIRE SPRINKLER ROOM FOR CITY S _ 6" SANITARY SEWER POC INSTALLATION OF RADIO READ UNIT FOR SS (� 1.7% IE=18.75 THE DETECTOR METER ON THE FIRE ; ::�::: i» cEoaR IVAT SEE MECH'L PLANS SPRINKLER DDCVA :: ' . ' I FOR CONTINUATION W cy b 4" DOMESTIC WATER �I:.:::: : ITER I SEE MECH'L PLANS : I �RKER I (4) 4" COMM CONDUITS I :: l \ m - � FOR CONTINUATION :I IRE HYDRANT ASSEMBLY 6" FIRE SERVICE W -s} 7 FROM EASEMENT C.L. o TRANSFORM :R :VAULT I: b ER CITY OF RENTON STD 310.1 SEE MECH'L PLANS .:::.:•. . " I 5�SPOOL FOR CONTINUATION I T 1 .0 Rt. WA L O NT D FD W )CVA SEE L SCAPE PLANS 5 m BACK LOW PREVENTION DETAIL 24 LF 6" DI C 52 - LF 4 DI CL52 (::::. . : R \ 3 PIV I: II SEE L SCAPE PLANS I ::::: I p FOR CONTINUATION .: I �-. - -- L- -- = - J I I 1 -LO:N .LL " - : --: nx LINE 49. Z y y EL. . L VAULT: UV=SZ : ::: ►A QW nHII :':'. i, ::3t:LF 10: D( :CL52: ::: ::: 86 :LF 1- DI.. CL52::: \ \ 1 \ ER COR STDs I : "' .0 (1) 10%6" TEE (FL) 1 10;;x6" TEE (FL) 3" WATER METER 1 12x10" TEE (FL) : •.\\ J \\ \ �' PER CITY OF 6GATE VALVE (FLxMJ) 1 10 ADAPTER (FLxMJ) W 2 12" GAT LVES (FLxMJ) ::': : :\ \ \ WATER �11) 10" CAP AND PLUG MJ 1 10" GATE VALVE FLxMJ SEE DE STDs L \ MARKE ( ) ( SEE DETAIL 11 1 10 G E VALV J) � �: � : � : � :\ \ W/ THRUST BLOCKING 1 6" GATE VALVE (FLxMJ) W THRUS BLOCKING W HRUST BLOCKI \ / c5. � ST 25+61 7 (4.0' Lt.) 1 10"x4 TEE I \ \ \ 1 10" GTE VAL E (FLxy..: 1 10" A PTER (FLxMJ) 1 5 LF 0 SPO L I : :.::I :: : :::\ : \ \ \ \ W THRUS BLOCK NG : :\ I. :;:.:.I A:::.:�.:..::A J A �v (4) 4" PVC POWER CONDUITS I \ ; : : : • :: \ \ \ \ SEE DETAIL 12 I ::::: I : I ::: •\ ` \ Z� \ I V:::::X� : • ::\ � \ \ �: \:::::::.:Z•::.\ J \ \ • ,U A, 00.I M INED SEWER/ \ WATER EASEMENT \ (4) 4" PVC POWER CONDUITS SEE DETAIL I:.:..:. :1 \••.. .'.'.\ � \ c / 15 WATER EASEMENT I Match Line - See Sheet C5.05 S-388305 Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. Call before you r .8-1-1 g or 1-800-424-5555 UNDERGROUND SERVICE (USA) 0 10 20 40 SCALE 177=20' NOTE: SEE DETAILS 2 4 10 FOR PIPE BEDDING, c5.11 c5.11 c5.11 UTILITY NOTES AND SPECIFICATIONS, AND WATER GENERAL NOTES CONTRACTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE PVC SDR 26 OR APPROVED EQUAL WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY - - PARCEL LINE ASPHALT PAVING CONCRETE PAVING ,;:::.::.••', BUILDINGS GRAVEL ROCKERY -- CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE --SS POWER P p TELEPHONE LINE T T GAS LINE G G TREE IV WATER METER/FH ® t STORM CB/MH L J SEWER MH/CO \ ) o OO • GAS VALVE/METER 9 0 b 13 STREET LIGHT \ o-❑ W-388305 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL ti z Q 36936 O GISTIt 1�1 ONAL E SHEET TITLE / NUMBER Utility Plan C5004 R-388336 m F, c Rl I E U U 1 S :I L- - J REPLACE EX FITTINGS ANY PIPES 2 COUPLINGS-(MJ-) 1 10 LF 12" SPOOL U CONTRACTOR TO PROVIDE ALL EXCAVATION, MATERIALS AND SITE RESTORATION U U U U U U U U U U U C) C) - z m � 4 Match Line - See Sheet C5.04 — — — — — — — — — — — — — — — - C NNECT TO EX 12" T E (FL) — — — — VALVES (FLx J W THRUST BLOCKING SEE DETAI 1 /C5.10 STA 49+4 . (0.0' Rt.) 2 " w w C I C I C I C I C I C I C I C I C I C I C I C I C M 2 GV - L__ 3 P 3 T G S GA T W GAS - - - - 1 1 G�T GAS -- --- --- GA MOM 0�imn llWl� —M w m7 M L 0 J J W W 0 DEC -�- vm� � �TT GRS S t-U� 3 ----P zcnM �OnG o moo Cn GATS REPLACE EX FITTINGS AND PIPES �2� COUPLINGS (MJ) 1 10 LF 12" SPOOL CONTRACTOR TO PROVIDE ALL EXCAVATION, MATERIALS AND SITE RESTORATION I TITLE I: 1:. \ oc. *.*. '.'. ONGACRS _: . .. .. .. . I..N.. .. Kk — w w--- ' — 6 . BUSINESS CONNECT TO EX 12 WATER \ \ N � \ A \ wATE CENTER �1 12;; TEE (FL) \ \ \ MARK E 3� 12 GATE VALVES (FLxMJ) \' . .:. . \ o, W/ THRUST BLOCKING \ 0-' : : \ coo SEE DETAIL 1 /C5.10 :::::: :\ 066 \ STA 27+35.0 (61.0' R .) \ \ p \ r \ \ SW 27TH ST & NACHES AVE SW \ \ \0 \ CONSULTANT \ COUGHLIN ` PORTER 6 \ \ LUNDEEN \Q0-D \ Cn z ° \ \ 801 SECOND AVENUE - SUITE 900 \ \ \ SEATTLE, WA 98 104 g \ \ P:206/343-0460 \M CjF: 206/343-5691 74' W M \ \ A CONSULTING c c cC c c c c \� STRUCTURAL AND CIVIL c c c ` \ ENGINEERING CORPORATION �.. C C C C c o' C I C C C C \: \ J \ _ \JA` ISSUED: DATE DESCRIPTION V. \ 03/09/2016 BUILDING PERMIT RESUBMITTAL D o yX _ . o < : 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET �m \ 12/12/2016 ASI #7 a - o DEC -�•f4WR T 0 I �3 T 3 P T GAS TGAS G GAS - - - -GA W 3 _ WALK - T G - KEY MAP: GAS S-D - - - SD- GA T G �G GAS N M Uj -G vj M Uj v P-, - + SS SS U U o- (_)� . w z n(5o 0 V) SS SS SS SS SS 72"SS T SS 72„SS PROJECT NUMBER 0 51 72 0 o > � o0 Oakesdale Avenue cn F _ - DRAWN BY N � � c c o m m - SS r F_ SS SS SS - SS SS 108"SS - - - - - _ - - - - WALK --- J - E �P_ E — E----- w E - w D W E- E - - SS --- —SS---- o E ISSUE DATE Ss ----------- -----SS W PEE E E _ - SEAL E F P_ ------�—�� - 3 E E — P - - E E --------- _ CONTRACTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE CITY OF RENTON (425) 430-7210 PVC SDR 26 OR APPROVED EQUAL N�CD � rn Call before you g � D .8-1-1 0 10 20 40 or 1-800-424-5555 UNDERGROUND SCALE 1=20' SERVICE (USA) In Compliance W/ City Of Renton Standards CONSTRUCTION RECORD DRAWING Approved By: Date: This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been entitled to reflect field verified invert and rim elevations Approved By: Date: of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. Approved By: Date: COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the accuracy or completeness of such information provided by others. Approved By: Date: SHEET TITLE / NUMBER Utility Plan C152268-03 SAS 05/04/2017 C5.05 S-388306 W-388306 R-388337 II I II I II I �I II I II I LIMIT 01 ♦ � � � o0000 0 CD o ♦ / D ♦ //i/ F11 2„PW/ / I 8"IRR T � M M — - Oo�j ' �� Qa // / I I 'L pP / I � go o 0 0CC) ' LIMITp\S 0 I / UI I / �I m �CU� IT Ei6077jt EiND 19.46 IE 12" W END 18.84 On fig° �Q gcR'("�DOOoC7nQ 11AP =I** I � �I r I I r� i m i I I i woo 1\w\, ` ` � LIMIT � woo y i o 000�°o 0 000�00 og 0�0 0- 0% 00�0� Detention Pond ► Legend EXISTING REMOVE PROPOSED ' RIGHT OF WAY — — PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS - GRAVEL L — — — — — — — — — — — — — ROCKERY C = — CURBING 1iwi1 _ CONSTRUCTION LIMITS LIMIT own aftft 0000 � 11WI1 � ' WATER LINE W _ ♦ �W�� �.. STORM DRAINAGE LINE --SD SANITARY SEWER LINE SS 01 CONSTRUCTION RECORD DRAWING This construction record is a copy of a CAD file prepared by COUGHLIN PORTER LUNDEEN and has been edited to reflect field verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by RYAN COMPANIES US, INC in July 2017. The public and private storm drainage, sewer, water, and roadway improvements were installed in accordance with the approved plans and the documented field revisions, and function as intended. Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: POWER P TELEPHONE LINE T GAS LINE G TREE * 0 WATER METER/FH EEI STORM CB/MH � -1 \�L j SEWER MH/CO � � o GAS VALVE/METER 9 101 P T WATER PLANS STREET LIGHT 0_0 REVIEWED BY: ABDOUL GAFOUR 12/9/15 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 S-388307 W-388307 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: 1 1''1;Mr.M00 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL oL pET� 1O z 36936 O GISTVY- �I SHEET TITLE / NUMBER Utility Plan C5006 R-388338 _____ NONE NONE ______ Match Lne See SheetC501 ___________ _L Match Line See SheetC502 OIL JPELINE _ CONSTRUCTION RECORD DRAWING In Compliance W/ City Of Renton Standards MAR�ER� FUEL 121 F El FUEL This construction relcord �co y_"F�/�p f4w prepared byF-,Ck)UGHLIN PORTERF1 F1 Droved Date: _ LUNDEEN and has been entitled to reflect field verified invert and rim elevations ' of the storm, sanitary sewer and water main systems. Field verified invert and Approved By:J aim elevations were obtained by RYAN COMPANIES US, INC-in July--201. A —-COUGHLIN PORTER 1UNDEEI�INC�oes not provide any warrantee as otaie p� B B S S PO WE B 0' PSP&L PO ER EASEMENT, A�8602140883 B accuracy of CO pletene�S of„$UC �,informatlon, proVlded f�y others. E �— — �th-_-44� — — — —— prwgd 7 39.4' 30"ISS SS SS SS SS SS 30" SS SS SS SS s SS RI MH I� DITCH J I RIM 2248 — 30" RCP E-� a ���� SLOPE EASEMENT — AF 20131121000020 _ 00 II �m 10 Lr) W I W W IU W W - W zoom LIMIT ! ..:.. ••: . W Ir... W 98+50 : `;t':'•''.e NUMEN�I :-) (4) 4 COMM CONDUITS CULVER SEE PROFILE SHEET C5.21 Ir97+50 SEE DETAIL97+00 Ln Slow 96+50 96+00 — — - - - - T 95+50 _ — - - — - - - - mom 11W1� agow 95+00 - - 94+50 - - - 94+00 — - — - - - - - W 7th Street ID 15.71 SI ► Z_ 8" CPP E 12 59 8" CPP W 12.55 SD — — I -- SD SD --------- — -��— — �-- SD—SD------___------ — — —ASPHALT ------------ --rr J T'o�- I _ _ — -- — — — — — F-I V ASPHALT — — — — _3[-R FBR = — G E 18.18 — FBR 4"� 2" CPP E 15.08 FBR J _ mP FBR R FBR BR FL FBR _ ___L-_ 2" CPP W 14.88 �P FBR � CONC � 7 FBR IL �� FBR II 2 SD FBR SD mp ,7 �� SD FBR CB, TYPE 1 FBR CONC B. c�ni ID E %4 — SID SI FB� CONC FBR FBR 8" CPP W 17.65 2' �=� APPROX S. END GROUP HEALTH UV II _ � _ — — — K GROUP HEALTH UV-444 SLOPE EASEMENT (NOT FD) c, - --- � � uMl� � COMM VAULT 8 c� COMM VAULT - P � ,F 20131121000020 — FBA 000 moo � LIMIT w m � 3 � � LIMIT � � LIMIT ��w0° =� �T= � 0�no � � 11WI� LIMIT � � 11WI1 LIMIT � - -a _ _ �"""��^' � 11WI� � � � now llWll ►a� rao am11WI� momI IN-1 won am DEC. 0 I / 10" DEC. 16" DEC. / I / / II / I I / Q I II I I II I I I II I II I II II i R/C I iA 36798 I II I I I II I I II I I I II I II I II II Date: Date: Date: Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) womm SCALE 1"=20' AWN CONTRACTOR TO CONTACT SPU TRANSMISSION CREW CHIEF ROGER COX: (206) 399-2496 WITH A MINIMUM 72 HOURS NOTICE PRIOR TO BORING CONSTRUCTION. AN SPU REPRESENTATIVE SHALL BE ONSITE DURING ALL WORK WITHIN SPU PROPERTY. NOTE: ALL SANITARY STORM PIPE (SS) SHALL BE PVC SDR 26 OR APPROVED EQUAL WATER PLANS REVIEWED BY: ABDOUL GAFOUR 1/29/16 WATER UTILITY SUPERVISOR CITY OF RENTON (425) 430-7210 Legend EXISTING REMOVE PROPOSED RIGHT OF WAY PARCEL LINE ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL ROCKERY CURBING CONSTRUCTION LIMITS LIMIT WATER LINE W STORM DRAINAGE LINE --SD SANITARY SEWER LINE ---SS 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE 07/17/2017 AS -BUILT SET KEY MAP: PROJECT NUMBER DRAWN BY ISSUE DATE SEAL QM POWER P p TELEPHONE LINE T T GAS LINE 0 G TREE IV WATER METER/FH ® fa t STORM CB/MH L J SEWER MH/CO � ) o OO • GAS VALVE/METER 9 0 b 13 STREET LIGHT o-❑ SHEET TITLE / NUMBER Utility Plan C152268-03 SAS 05/04/2017 C5007 S-388308 W-388308 R-388339 Match Line - See Sheet C5.02 Match Line - See Sheet C5.03 ...... .. F L FUEL i... I FU L FUEL FUEL FUEL r LOW POWER I ::' _..I 30' YMPIC PIPE LINE CO. GAS EASEMENT, AT 592/062 (AMEDED BY AF 6255972 FOR 2ND PIPELINE) - *CONNECT i6-€X " WATER _ — 1 12 C UPLI _ I 3 - � OPL E DETAI +::.. EE CATH Tl _ 7— I ' LOW POINT lo" - DETAIL _S ... �.. .� .. �1 :::: ::: • :.� .. \ �,,, 40.9 2' (72)75S FgR I I� I � � Q _kk I 4" COMiLrG "ITS C I SEE PROFILE SHEET .21 SEE DETAIL `n I C 511 U 22'E 4-J +00 t-A(X� L Z: �r �I ■ Q w� � FBR � tR �Z � P SS MH RIM 22.63 30" RCP E—W 4.2 � I .I 3D \ 41 _ 3"D 44 \ 101+�0 41 \ 3„D co C, \ .. 41 \ 0' POWE EASEMENT, Ay/ 20060 17000699 I �\ N. 3" D Call before you D;g.8-I-I or 1-800-424-5555 UNDERGROUND SERVICE (USA) ■ -Wft -,-' "p - CREW CHIEF ROGER COX: 206 399-2496 \ �*1 1, Opp S 26 0g ce T\ c v \' \ WITH A MINIMUM 72 HOURS NOTICE PRIOR P: 206/343-0460 �� I ��1W77 78., cpp SE20 20 06� 2„ cPp cc �ypE �s TO BORING CONSTRUCTION. AN SPU F: 206/343-5691 S,lipE � 8,5 T \ \ REPRESENTATIVE SHALL BE ONSITE DURING r I I �sP 288 3"D \ °? \ \ ALL WORK WITHIN SPU PROPERTY. A CONSULTING ��GROUP HEALTH UV-444 I I ��1W17 Hq�r%� ��s" cp e �qs �� v STRUCTURAL AND CIVIL I COMM VAULT I !SlkE 2" p E 2 E \ v RO/ Cpp Nw sa \ 3"D NOTE: ENGINEERING CORPORATION 1/W�NF 9 62 SO M y A ALL SANITARY STORM PIPE (SS) SHALL BE 7 2 PVC SDR 26 OR APPROVED EQUAL II II �� ��� ►1 i 8 .,cpAR� \\ ISSUED: �101 59 v v DATE DESCRIPTION 3"D SID �o �e \ \ 03/09/2016 BUILDING PERMIT RESUBMITTAL 05/04/2017 NW CORNER UPDATE �I I CIOo vo��os�17 v v 07/17/2017 AS -BUILT SET X \ \ 3„D c \ \ \ A�0 \ c I 3'D \ \ \ � � \�o \ I I C�_ � �F c v v v v �c ors v KEY MAP: Cj I i 9A \ o�Xoo \ . S �•o I '2� L ° \ \ p \ V \ 6'�s I , 2 c --- I��cco�o A,A 3"D \ V A WATER PLANS =_ ----- ---- I CULVERT, 6" PVC v °/s � � IE E END 20.90 \ \ � REVIEWED BY: ABDOUL GAFOUR 1/29/16 I I SID S 9 0��� s \ \ \ \ \ WATER UTILITY SUPERVISOR I F �d 8� I CB, TYPE 1 F V �s V A CITY OF RENTON (425) 430-7210 a I CCn n I GE 23.83 \ V A I 8" PVC E 21.43 \ \ \ I i I cgs a g\ Legend I�m I \ \ \ \ EXISTING REMOVE PROPOSED I \ \ — — I CULVERT, 6" PVC RIGHT OF WAY PROJECT NUMBER C152268-03 V �, � � = IE N END 21.14 U3„D \ I CB, TYPE 1 c9 \ PARCEL LINE DRAWN BY SAS GE 23.18 S cn I 0 6" PVC N 21.33 I TRAFFIC uGHT ASPHALT PAVING ISSUE DATE 05/04/2017 iI q \ I ,� \ CONCRETE PAVING S � oL r•,. I SEAL I I o ssco 06 BUILDINGS n o I `" O ssco's m o �� ° GRAVEL �L PE� CD' I I Q ssco°° GUARD I SHACK �7 ROCKERY Qom' �--� I o Pie� �� F W� O II 0 o CONC ���� �y ��s CURBING ti Z ssco° o MECHANICAL BOLLARDS, ���' C), SSW Ki o GATE, ARM SOUTH o� �� CONSTRUCTION LIMITS LIMIT �'O ss93s \o O s� ,`� GrsTE�� ssco o SSW � �'- I o o s 'p ��' WATER LINE W ONAL � ; V CL� o I � I m coI CONC WALK STORM DRAINAGE LINE --SD— I I I GB' 23 P8 1 SANITARY SEWER LINE ---SS I ' I SHEET TITLE /NUMBER I I 6" PVC E 21.99 I POWER P p I TELEPHONE LINE T T Utility Plan I I I GAS LINE 0 G i TREE0 I I WATER METER/FH ® t PSI I� y i STORM CB/MH L _J l f I SS MH J I f l I SEWER MH/CO o • RIM 24.1 8 PVC E 14.411 J J � � � OO GAS VALVE/METER 9kl13 I g" PVC S 14.20 L S S 12" PVC W 14.01 C5008 I I 12" PVC N 13.91 STREET LIGHT o-❑ vv S-388309 W-388309 R-388340 E%ISTING VATER LINE PLAN VIEW TESTING DETAL 18 FT O NEW VATER LINE VERTICAL CROSS(NJKFL) FOR POLYPIGGING ONE BLIND FLANGE Ohl TOP WITH 2-TAP b 2-PLUG ONE BLIND FLANGE ON BOTTOM ONE N-0 PLUG WITH 2' TO b 2TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE ATE V) V/ CG`L BLOCK 3- HATE VALVES (NJ) 2- MUG SLEEVES MA OR RO-MAC COWLINGS 1- PLUG (CK V/2'TAP b TEMP, BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING. CLEANING BY POLYPIG. AND DISINFECTION. REMOVE TEMP. BLOCK b BLOW -OF b CONNECT WITH SLEEVE (NJ, L U.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING VATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.4 4 :{ DEPARTMENT CUT IN -LINE TEE & THREE VALVES MARCH 2O10 Renton Std Dtl 300.4 I Water Meter Connection FIRE HYDRANT SMALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALUON: M & H 929. MUELLER SUPER CENTURION 2DO, AND WATEROUS PACER WITH 6' MECHANICAL JOINT INLET WTH LUGS. 5-1/4- MAIN VALVE OPENING. TWO 2-1/2' HOSE CONNECTIONS NATIONAL STANDARD THREADS, 4•' PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875' SEATTLE THREAD X 5' STORZ. ATTACHED WITH 1/a. STAINLESS STEEL CABLE. 1-1/4• PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DIM ACRYLIC GLOSS. SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REWIRED. MIN. IS- TO 20" BEHIND BACK OF CURB OR 12' BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB {.875 x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5•%5'%6' THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B" TOP SECTION WITH REGULAR BASE EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION 2•� ® BACK OF SIDEWALK AS REQUIRED. CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE N-A ,_CONCRETE PLANTING STRIP J� STIMSONITE TWO-WAY BLUE REFLECTIVE 36' MIN COVER CONCRETE BLOCKING O CONCRETE THRUST BLOCK . - •P5 MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. „5 6" GATE VALVE (FL X MI) AWIVA C-509, RESILIENT SEAT 6CEMENT DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4' CDR -TEN STEEL TIE RODS. 16' x ' x " 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 84MINIMUM CONCRETE BEARING ,' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3• RADIUS I ONE MAN ROCK r 6' CONCRETE PAD r L 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 4 4 DEPARTMENT MARCH 2O10 Renton Std Dtl 310.1 Fire Hydrant Assembly i PROPERTY LINE 3'-O' _ NTURE fi" BUILDING SEWER PIPE 1 BUIIDINC SEWER \2 \ `TEE 3 It 6' STUD MARKING POST PAINTED 6'%8"X6" WYE WITH 8" SOE OUTLET SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER' STENCILED CAST IRON RING &COVER (WRAPPED AROUND THE STUDURND WIRE (EAST WORKS EXTENDED TO THE TOP OF THE STUD. CTNO. 0IRON OR PRODUAPPROVED EQUAL, SPECIFY SEWER" ON OD)' 6�OE SEWER BUILDING AND BUILDING SEAR (SEE SID. PUN 403.1 FOR INSTALLATION ONLY) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING ROD COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60' ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRI 3000 PSI MIX py CONCRETE BLOCKING �! 15 kVN SLOPE 6' SIDE OUTLET TEE SEWER 6" MIN, MAIN SEWERMAIN CONCRETE BLOCKING ANGLE F EE MAIN TW N NO 45' TYPICAL SIDE SEINER UNES LE USS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. -"&,,. 11-1/4' BEND 22-1/2' BEND 45' BEND -EAn IV CAP TEE �IBEND S \I t1 ) ! `4 RUai BLOGK O ME= IFACE OF a�dJO&rtEO ME RED NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER MAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY ME ENGINEER. 2. ALL 8LOCIONG SHALL BE POURED IN PUCE AGNNST UNOISTURBED NATIvE GRWND- 3. ALL POURED THRUST BLOCKS SMALL BE BACKFALED AFTER MIN, I DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRDhFN. 4. ALL BLOIXING SHALL BE CONCRETE CL 5 (1-tyY)- 5. BLOCKING AGAINST FITTINGS SMALL BEAR AGAINST ME GREATEST FITTING SURFACE AREA PGSSBLE. BUT SHALL Not COVER OR ENCLOSE BELL ENDS. "NT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 4®{ DEPARTMENT HORIZONTAL AND DOWNWARD - VERTICAL BENDS MARCH 2O10 MRUST BLOCK BEARING AREA W SQUARE FEET (SEE NOTES) FOR HORIZONTAL SANG CpWACT SAND k GRAVEL AND DOWNWARD VERTICAL BOLUS Sol. FlRsf SILT OR COMPACT Renton Std Dtl 330.2 Concrete Blocking For Bends NISHED GRADE ELEVATION 3 FT MIN. COVER (TO -INCH DIAMETER AND l/NDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: TEMPORARY 2" GALVANIZED PIPE AND 2' GATE VALVE FI INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 512E OF VERTICAL CR055 SHALL BE THE SAME A5 SUE OF MAIN TINE VEFDCAL CRESS (MJ % FL) ONE BUNG FLANGE ON TOP OF CROSS WITH 2' TO & 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFT ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG) ONE BLINp FLANGE ON BOTiOJ OF CROSS ONE PLUG (W) ON ENO OF CROSS CONCRETE BLOCKING NL DEBRIS AND PoLYPIGS SMALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER WIN PUBLIC WORKS � POLY PIG STATION FOR CLEANING OF `9N � N DEPARTMENT WATER MAINS MARCH 2O10 Renton Std Dtl 330.3 Concrete Blocking For Fittings ALL 90' TURNS SMALL BE ACCOMPLISHED BY MEANS OF A WYE MM CLEANWT AND 45' BEND. TWO 45' BENDS SHALL NOT BE 4" BEND AS REWIRED (NO MORE ACCEPTABLE. (SEE NOTE 11) MAN 45' BEND). EVERY 2N0 4" f1EANWi WYE MM CHANGE IN DIRECTION ON GRADE 46' BEND AND PLVG- WILL REQUIRE A SURFACE I (SEE NOTE 11) CLEANWT WYE. (SEE NOTE 11) � HOUSE p�5 SI HOUSE gl MOOSE g WWSE i4C 3-D" MIN_ SURFACE CIEANWT 4•• SURFACE a {" SEINER PIPE (TYPICAL) 6"x 8"x8" WYE (SEE S1p PLAN - apT) IXEANOUT + - WYE I4„ 4" ZEST TEE WM rPLUG 4" SEWER PIPE, SEE NOTES 2 AND 3, MINMUM LANE 512E FOR WYE WIN FACE UP DINER MAN SINGLE FAMILY 15 6" PROPERTY LANE L CLEANWT (TYPICAL) LANE ]' MIN. 1e '0 1e 8"x 4" REDUCER u -PROPERTY jfi E' ('TYPICAL) c MAN SEVER LANE NOTES: _ c If ME BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prbr to Inaldldtion of o awllpry sewer tmnwtlon, o aide -sew« a ROW LEVEL RWS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKROW PREVENTION permit moat be WrMased I- the City of Renton Public WOM1e DepwMmt. OENCE SUCH AS CLEAR CHECK EXTENDABLE BACKWATER VALVE W APPROVED EQUAL SHALL BE INSTALLED. 2. Typaa of pTe and Rtinga fool ten IN, ueM Ili, wnllmy rowers Mdl be approved by the Department of PuDlk Wwva MDb« w m necprene 9pak<la 11 apeciflM DY Ins mono/acturw. Mdl be (, 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used m 1oMta . � j9 SURFACE ttEANOUT 3. A mn'vnum grade IT 2% (1/4" Pw fwl) must he maMlaed c'. . •. WYE with 4• pip.. m it. . ant a zX Vol. a rrot D. mpbmb.a, IN. x moat algn a City of IT -grade relsaae tam vne tow 4' PIPING can Inatdl 8' Dq)e of a gage IT 1X. BUILDING DRAIN FOR 4. Far kspectiy al WHe sewer, call 21 nwre n a0wnca The LOW ELEVATION HOUSE Nspwtlw pnme numbw la on the aWa awx Dermlt Slte mast be reaar 1w inweD6on one 1aprsaenla6w w «Is wow N,apecty1 m apt wvomlea mn<. sloe sew wa ales Mall be tsetse p« City ape<igca[bna, Make the cwnwNw at the MAIN TO PROPERTY LINE 5'-B' 5'-0'• house. Oo not hockfla the tlitcM1 ontl Opprorol k given by the PROPERTY LINE FROM ME HOUSE BUILDING DRAIN ngDwlor. Foal opprorol wW be granted Oltx the exiallnq aeptk SIDE SEWER BUILDING SEWED 3'-0"YIN. 7_6" tank nog Dean Dumpw at one Nletl with gene. er ova. over ' 5. Instal vas sew wim 2' minimum c 18" c N allowed p[ ma naW se If wtlet is andlov. �A wn 6. I/ abe stub is not arolable. Theo x Mall De regponalDle Iw it, kaldldlion ps alandmd tlraalnq 406.1. All wimp glt-or-war Mal be acne by p Raengee mta ngno-pccm. .� Dpnaea cpn.eet c4 c Q•� �m� nq A�o„r � T. al work Mall accwn ba pivhad in ccartlan<v owith W'aa Ins ninglw �� $ A� 11-hidSalelY and Hedlh Alt.(MSHA) B. All o-wcn ..atmptkn II, :M. aawen b the PuDfrc ngnt-pt-ropy Mdl canlwm he the mat current Irencn rwmrolbn m rpulremenle os n the Renlw Stondwtl Drawngg. 9. AR Dup4Mq Sawa and side aewen MdI Haw Dedalnq In accordenca wim alandard roving d405. A� lo. row Mal be p min mom to rat nwiawla aeParotill between wnitary sloe gewwe ana water gwvicss ana a mNlmam s Tool nwizontd awwtkn between gennpry gigs xweng ana WL otnx ulllltbc n. me demwt It the Riytl-of-ropy anon be matdlea - CALL FOR LOCATIONS BEFORE YOU DIG stmame elan 407. Ins dwnaut al me Du-9 MINI be 48HR LOCATORS 1-800-424-5555 Inatalee m wnace 9rme. All omen dem,pata Mau be n.mnea to wimn 12- of the wAace. PUBLIC WORKS e®e TYPICAL BUILDING SEWER FROM PROPERTY LINE TO STD. PLAN - 408.2 DEPARTMENT BUILDING CONNECTION AUGUST 2013 7 Renton Std Dtl 300.6 Poly Pig Station r yvAT PPMc PPNp 1-1/2" AND 2" WATER SERVICE DETAIL w � N UNIMPROVED � CAUTION: VALVE BOX SHOULD NOT REST ON TO 11 1 RIGHT-Q-WAY INSTALL METER rc PIPE. LATER COMPACTION IN AREA Of VAIIE BOX 80% AT PROPERTY LINE WITH COULD CAUSE IRE BREAKAGE OF ME SERVICE. 2" LONG COPPER TAILPIECE g ;• 2 YA%. 5 4 � � IFAVE EfIP(IYD awl 9,$ 12' SEE O' REIRVICE "MR LOCATED IN SETWEEW F III- ... "' V `BASE�TO SUPPORT A - A VAULT. DRILL Y DIA. XOIE FOR 1WCHPEAD DEVICE WICK -JOINT CWPUNC a MAT CASs IRON OR DUCTILE IRON WATERMAIN T-,/T' MIN. FROM NEAREST NOW: AND FRONT EDGE OF AT UD ME LIMIER OF THE HOLE MUST BE AT LEAST 1• FRgI UNDERNEAM RIBS UNLESS THE RIB SPACING ALLOWS ME NUT TO IIGHIEN AGAINST THE OPEN Renton Std Dtl 320.2 1- 1/2" And 2" Water Services I- W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) -\ I FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 959. MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-Oa OF THE STANDARD SPECIFCATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL WITH A SAND CONTENT EQUAL TO SECTION 9-03.12(3). 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LANE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS PIPE BEDDING I STD' PLAN - 405 e � e DEPARTMENT FOR SANITARY SEWERS oc'roHEa 2012 I* 7' I Renton Std Dtl 405.0 Pipe Bedding MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS -POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE 312E - 'E' CONCRETE SHELF .v-'•n - PRECAST BASE SECTION OR CAST IN SHELF. ll' } NOT TO SCALE 4B" MH 54 MH 60" MH NOTES I. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WTIN A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY- BRICKS SHALL BE STAGGERED TO CREATE A RUNNING HOND OR 1/2 BOND. THE USE OF SHINS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NTH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL, 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6- AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRACE IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ) STD. PLAN - 400.1 e PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 'A• 'B' 'D' •E' 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" 8" MIN. 5.5" MIN. 24- MIN. 24" I.D. 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: Date: _ Date: Date: _ *5- (1/8) RECESSED LIFT POCKET Not to ScDle FRAME � �• - 11 N.C. SOCKET HD SCREW 1 Y{" LONG 2'-0" DIAMETER 2'-0" (BRONZE OR 5.5.) YJ" x 2' RAISED PADS 8" CLASS "B• SAND OR ASPHALT EXPANDABLE FOAM 12 Yi 14' WATER TIGHT �• PLUG 45' (1/8) BEND 2• %• �1x 6w 2• � 11 • �'P 12 Y," 14• CAST IRON RING AND COVER p• PIPE MATERIAL AS SPECIFIED G� BY THE ENGINEER BEND MOTIFS: 1. 6' AND 6' CLEANWTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3696 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-O' THICK, 2'-0• SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 409.1 � DURING WORKS 8 OR 6 INCH CLEAN -OUT a e � { DEPARTMENT FOR SANITARY SEWER MAINS 8 Renton Std Dtl 403.1 6" And 8" Sanitary Sewer Clean Outs RENTON SEWER BOLTHDLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mM) OIA H.C. (SEE DETAIL) COVER &FRAME PLAN VIEW 25' DIA. - C635nn]- I' 3/4' � r �25nm] [19mm] �1 lL I� H 3/4' 2 I/2' 1222nn7 164mN7 TYP COVER SECTION VIEW COVER BOTTOM VIEW (F 3) BLT SOC. (ALLEN HEAD) 5/1-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA [673nn1 DIA [641-1 1 1/16' lie 1 1/16' V4• ,6nN DIA C27mM] [271nn] NEOPRENE GASKET 1 6, s' E152mm1 (3Hn1 R3nn] C156-3 23 3/8' DIACS94 L3L OPEN GASKET GROOVE DETAIL 27 5/16' DIA [694Nn1 34 1/8' DIA 1867-1 NOTES' FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). 0 PUBLIC WORKS MANHOLE FRAME AND COVER STD PLAN - 401 (+ + DEPARTMENT DECEMBER 2008 TITLE LONGACRES BUSINESS CENTER SW 27TH ST &NACRES AVE sw CONSULTANT COIJGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: I ice' 1 1­1;Mr.M00 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, z �Q 36936 � � GIs Eg ���� •/�'�/{f/�, � �� Ol SHEET TITLE /NUMBER Utility Details Renton Std Dtl 406.1 Side Sewer Installations Renton Std Dtl 406.2 10 Building Sewer Connection S-388310 W-38831 0 R-388341 UPPER UTILITY PIPE LESS THAN 12" CLEI PACK GAP BETWEEN W/ 6" THICK ETHAF( LOWER UTILITY PIPE EX SURFACE N// NEAT LINE-J NEAT LINESr� J Y U w m Q ACTUAL SIDE --' ID SLOPE BY o o� CONTRACTOR oono oono MINERAL AGGREGATE PERK SEATTLE STD SPEC 4-01 TYPE 9 FOR RIGID PIPE 3'-4" TYPE 22 FOR FLEXIBLE PIPE 1'-3"ID & SMALLER o 1.51D+1'-6" Q o '-6"ID & LARGER U CC 1 x= UJ w� NOTES: TYPICAL TRENCH SECTION X N 1. A= 4" WHEN ID IS LESS THAN 2'-6" (SEWER & DRAIN) A= 6" WHEN ID IS 2'-6"OR MORE 2. FOR CLASS D BEDDING EXCAVATE FOR BELL NTS NTS Ethafoam Pad I Pipe Bedding 2 WATER PLAN GENERAL NOM Standard Plan No. 300 I. ALL WORE[ AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDMON OF THE {31Y OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPEOFICATION5 LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION 15 IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CDNSTRUCTIGN. 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 4Z4-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, ARID "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SrrE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS S2 PER AWWA C 151 AND C 1134. PIPE JOINTS SHALL. BE PUSH -ON OR MECHANICAL, JOINT. CAST IRON OR DUCTILE IRON PIPE FrMNGS SHALL BE CLASS 2W AS PER ANSI/AWWA CI10/A21AM2. ALL DUCTILE IRON PIPE AND FITTINGSSHALL BE WRAPPED WITH &MILBLACK, TUBE-TYP€, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS, 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAM ETER OF 30-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 6D INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CTTY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTIUTY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE AWUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVEPL PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SI2E OF PIPE USED. ALL TRENCH 9ACKFILL 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, AND85 PERCELVTMDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTIONSKALL BE 95 MDD. S. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITYOF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS TOR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADRNTION TO ODNCRETE 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 PURITY 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 BEER FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8, NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR = MINUTES WITH A MAXIMUM OF S PSI PRESSURE DROP DURING, THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PREMURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAM PLES SHALL BE TAKEN FOR PUR ITY TESTI NG 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 EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE 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 AENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. S'ITL. PLAN - 300.0 a PUBLIC WORKS WATER PLAN GENERAL NOTE$ DEPARTMENT k9AliC][ OiI� NTS 10Water General Notes Water Utility Notes And Speckations 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M&H. REGISTER SHALL DE TOUCH READ PIT uD d" POST INDICATOR VALVE (TR-PL) AND BE INTELLIGENT COMMUNICAT10N (MJxMd) PAINTM BLUE ENCODER TYPE (ICE). METER MUST READ IN 2-3/4' SHACKLE ROCS PER CITY CI1- FT. OF RENTON SPECIFICATIONS 4" 90' PENO (MJ) 4- 90' BEND (MP) INSTALL IN TEST 13 LF A" D.I. PORT A 2'•x2" TEE (MJNFL) 12 f BRASS NIPPLE VATH w GATE VALVE (FL%M J) ti 7'-D" J A 2- RESILIENT z SEATED BRASS GATE MK LADDER *Ta VALVE AND 2" PLUG. #" FLxMJ ADAPTOR PE OSH:2 T BARS 111 4' FLxMJ ADAPTOR -4 4" or 6' 0, To 6UiLNNC' FLOW - EPOxY NON -SHRINK ti`,.• GROUT 2'-7P�%7NNG,, ;;`ti_.: d- TEE (M,h,FL) WELDED STEEL COLLAR PRHVAIE TOUCH READ PIT LID SENSOR MOUNTED ON PHPING STEEL PLATE COVER 7HROU014 2" ❑IA.DRILLED HOLE IN COVER_ LOCATE HOLE 2W MAN BLOCK FROM CDGE OF PIT LJD AHD RIBS. 4" TEEUIRED WTH (FL) SHACKLING TO TEE PRECAST CONCRETE VAULT WITH 2 S"x3" HINGED STEEL PLATE CODER. W75rDE DIMENSIONS 4'-8"xT-0" (EOUAL TO PIPE INC., OR UTILITY VAULT MTN sfmus maDU 520M RADIO 57-7L-B, 2 3'xS OIAUCND PLATE DOORS) REAG PIT SCT SENSOR MOUNTED ON STEEL PLATE TWO PIECE n�CAST IRON VALVE 1�X10 6-,4L OR 3- GATT: VALVE (FLxFL] COVER THROUCN 2- 01A. EQUAL TO yyYMPIC FM14DRY CO. NON -RISING STEM VATH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8' TOP SDCTI€]N, VATH EQUAL TO MUELLER CO-A-2360-6. REGULAR BASE SECTION LENGTH TO Fl- 6" OR 4- MxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 1-6' LONG VATH COLLAR 20" FROM P-E. ECUAt TO THOSE SUPPLIED BY PACIFIC 3 4. VALVE NUT EXTEWSION IF REQUIRED WATER WORKS CO. INC. (DWG BR46/PAGE BOW) ,. 6% #" OR 3" "TE VALVE x 3 v + MuELLEER0. A 2300-20. I , WAI_ TO I ;ti r • TO 9uIwING � HYBW 12" AROUND CITY PRIVATE• I M PIPING PIPING 6` OR 4- PCxPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. V.4' OR 3' COMPOONO WATER METER (FL) EDUAL TO OMNI C2 COMPOUND METER FOR 3. METER. REDUCE AT METER WITH 4"K3' FLxFL CONCENTRIC REDUCER. ZADJUSTABLE STEEL 6' OR 4' FLEMBLE FLANGED PIPE SUPPORT COUPLING ADAPTOR, ROMP -- STANCHION BOLTED OR APPROaED EQUAL. TO FLOOR GENERAL NOTES ALL METERS AND BACKFLOW PREVENTION IDEVICE COMeINATIONS ARE NOT SHOVN OR INCLUDED IN TkE STANDARD DETAIL DRAwTNGS. IF YOUR PARTICULAR COMBINATION 15 NCT SHOWN, AN APPROVED DRAwTNG WILL RE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION, THE PRINCIPAL REQUIREMENTS REGARDING VAULT SATING MM THE LENGTH OP PITTlNGS 0TR THOR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE V,WICUS STANDARD DETAILS) NOTE: DEAUMAN BLOCK SHALL BE DESIGNED AND INSTALLED SD IT SEARS AGAINST SUFFICIENT UNDISTURBED EARTH 50 AS TO SUPPORT THE DESIGNED THRUST. Y PUBLIC WORKS 3", 4" & 6" C0MP0L.IND DOMESTIC STD. PLAN - 320.4 DEPARTMENT WATER METER ASSEMBLY MARCH 2010 Approved By: Approved By: Approved By: Approved By: (Note Cont.) In Compliance W/ City Of Renton Standards Date: _ Date: Date: Date: 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD x 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATER MAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS' PRIOR TO DISINFECTION. THE 'POLY PIGS' SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG' ONLY. 17. 'PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED INTHE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. NTS Utility Notes And Specifications 4 SAND FILL ITS (4) 4" Communications Duct Bank 12 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 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL 1 O z 36936 GISTEgCy� OVAL SHEET TITLE / NUMBER Utility Details C50 S-388311 W-388311 R-388342 PIPELINE WIRE CONNECTION, F SEE DETAIL THIS SHEET ANODE WIRE C° I GALVANIC ANODE PLAN ONE PIPE DIAMETER (MIN) 2'-0" MAXIMUM THERMITE WELD CAP SEE NOTE 4 (TYP) WIRE SIZE VARIES, TWO WIRES REQD FOR TEST STA INSTALLATIONS ONLY TI IrF1111Tr Illrl n /�AF1 �T\/F1W Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: Date: _ Date: Date: _ ION, TYP IS SHEET TITLE LONGACRES BUSINESS CENTER PIPELINE WIRE CONNECTION, FILE OR GRIND WELD AREA SW 27TH ST & NACHES SEE DETAIL THIS SHEET TO BRIGHT METAL I I AVE sw ANODE WIRE GALVANIC ANODE ELEVATION NOTES: 1. ALTERNATE ANODE PLACEMENT ON OPPOSITE SIDES OF PIPE 2. LOCATE ANODES 2' MINIMUM FROM OTHER UNPROTECTED PIPES. 3. INSTALL ONE ANODE ON EACH LENGTH OF PIPE AND ON EACH FITTING. NTS Galvanic Anode Installation NTS Not Used 5 THERMITE WELD WIRE CONNECTION STEEL OR DUCTILE IRON PIPELINE NOTES: 1. COPPER SLEEVE REQUIRED FOR THERMITE WELDING OF #10 AWG AND SMALLER WIRE. 2. USE COPPER SLEEVE ON #2 AWG JOINT BONDING WIRES. 3. WELDER AND CARTRIDGE SIZE VARIES ACCORDING TO WIRE SIZE AND PIPE MATERIAL, CONSULT WELDER MANUFACTURER FOR RECOMMENDED WELDER AND CARTRIDGE. 4. COAT WELD AREA AND FILL RECESS ON THERMITE WELD CAP WITH COLD APPLIED COAL TAR MASTIC AND APPLY CAP TO WELD. NTS Wire Connection For Steel And Ductile Iron Pipe NTS Not Used z 1* I I ILI\IVII I L TYLLU TTII\L I.VIIIILI.I IVIV `I I F J SEE DETAIL THIS SHEET NOTE: 1. TWO BOND WIRE ASSEMBLES REQUIRED AT EACH 16" PIPE JOINT AND ONE ASSEMBLY ON SMALLER PIPE JOINTS. 2. PUSH —ON JOINT SHOWN. BOND SIMILAR FOR FLANGED JOINT. NTS Push -On And Flanged Joint Bond CITY GINNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED 1 MA%PIPE LENGTH FROM PROPERTY LINE To D TO DDCVA MUST NOT EXCEED SO FEET ® © •©�4 CONCRETE BOLLARDS 1 FT MAX. 13 12 11 DDCVA MUST BE INSTALLED IMMEDIATELY AFTERt- PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROOM W WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40- F MIN. TEMP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DDCVA 0. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVS. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR RENEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND FITTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETE THRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH 5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6, 18- LONG SPOOL (FL x PE) T FLANGE COUPLING ADAPTOR S. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. ADD WIRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. STING TYPE GRAVITY CHECK VALVE, FLANGE NTH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS. LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS V FLARE TEST COCKS WITH Y4" FLARE CAPS. BU DSIG WALL - • M Me)© O �,1 i i PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY 'DO NOT BLOCK ACCESS" STANCHIONS BOLTED TO FLOOR. ~ PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 + DEPARTMENT LARGER DETECTOR DOUBLE CHECK VALVE ASSEMBLY MARCH 2O10 iED 3 NTS NTS City Of Renton Std Plan 360.5 I Not Used 9 Not Used 10 3" And Larger Detector Double Check Valve I #12 AWG STRANDED COOPER WIRE W/THR INSULATION PROTECTE UNPROTECTED PIPE UI\LJJLI\ JIILL JJ VI\ I\OMAC STYLE IC 501 INSULATED NYLON SLEEVE COUPLING FOR D.I. PIPES NTS Insulated Flexible Coupling FINISH GRADE 1'-6" SQUARE CONCRETE SLAB 6" THICK NEW OR PROTECTED PIPELINE TERMINALS 1—#8 AND 1—#12 AWG COPPER WIRES WITH BLUE INSULATION #12 AWG COPPER WIRE W/ BLACK INSULATION NEW OR PROTECTED PIPELINE 0 EXISTING OR UNPROTECTED PIPELINE TERMINALS CONSULTANT COUGHLIN PORTER 4 Lu NDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: 1—#8 AND 1—#12 AWG COPPER WIRES DATE DESCRIPTION WITH GREEN INSULATION 03/09/2016 BUILDING PERMIT RESUBMITTAL EXISTING OR UNPROTECTED PIPELINE WIRE CONNECTION (TYP) SEE DETAIL THIS SHEET O INSULATING JOINT — SEE DETAIL THIS SHEET NOTES: 1. INSTALL ALL TEST WIRES IN 1" PVC CONDUIT WITH GALVANIC ANODE 24" MINIMUM BURIAL DEPTH 2. INSTALL GALVANIC ANODE 1'-0" BELOW PIPE INVERT AND 1'-6" FROM EDGE OF PIPE NTS Type FI - Flush Mounted Test Station 8 Not UseNd 12 KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL pE v z 36936 GISTEg�Cy�� ��� SHEET TITLE / NUMBER Utility Details C5012 S-388312 W-388312 R-388343 ASI 7 0.188 SMALL BRACKET ALLIM. ALLOY 6M3-T6 - BNC LQGCeCLT td2- I8-$ S.S. FLUSH - TARMED ALUM. POLE G.1S9 We' IJ- ALLOY §053- Tf- SATIN GROUPIn FINISH 97L A5 Rf4UIREQ 4--1 /22' SLIPF;7EM 5'-9" RADJUS t S. 2 Y- 3- ,yril-�R C303._ �• S14AFT 35'-Q 40'-,Y "'-5' H7lFFQHC7L� 4"xfia aPLNIPV,' W/COVER 'AND SS. SCREWS a' 0-0, RASA it ANCE ALLOr 356-75 mvI l GROLIN11 Liju HOST COVERS de 5,5. S�2E15 I--,1 TQ 12' # CIA. 8GLT -- CIRCLE # 1 /z" or T]i�,L! MOVE 4' CONCRETE PArj FINISHED GRQE 4 fl- ANCHOR 13OCTS PATH NU75 �. AN' WA KE S sq£D. PLAN - 115 * # )?QBLLC N RKS STANDARD 2F - d0' DAVJT POLE - rain DEPARTMENT � 11 { e�'F 44OU N TIN G NE:6H i 15 F-tF-T INSTALL IDECAL RUME3ER5 VERTic.ki-LY. 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F4 R5 ,'17C• 121 9 09C 0511 2M 25351- 11j t195 11y11 -1 Dob T6C 274 lUC 295ri1 400 4.05 C',99 23799-- 122 ago UT-1, 0Uri 05D WI 2705F 1,14 a long 2ya Mai 118 995 09U NeLi Infant r scum vravr Ls hneadof ndmirallyetrmeatp. irdvdualfLyure parhr-unm mrr*arrSPKT1I;L*ft1UNeCL ID t Nngo wrlllUd roan To ndculito Oet1D It, a Ldmookaiv d Spr Jin M MUmirly Md LLFQ 51C Whar rnrwpwfarnanr•.epa[kogp lahlol nr rho- L10 �uhrplorFar-N sploolod tr'rrrp"Wre 1lmerl electric PLC I ASI 7 V"jLrnty F4rparinrWdmrrprtr carudete wrrrol(y'rKnskC91YU et rx>,v[uil,�irV,tsYbnri,xi96�rgi F9rCUlidi'Ta�lra rm GOPMMI.NL'7a 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 03/09/2016 BUILDING PERMIT RESUBMITTAL 12/12/2016 ASI #7 KEY MAP: PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �� oL pET� i� 1O z 36936 GISTV'y- IV'A ONAL A I� SHEET TITLE / NUMBER Utility Details C5013 S-388313 W-388313 R-388344