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HomeMy WebLinkAboutzR-3987SetT 0 Ira SEC 32, TWP 24N, R 5E7 W.M. FIRE STATION 15 1404 N 30TH STREET, RENTON, WA 98056 LEGAL DESCRIPTION PERMIT # C17-005833 TRACT 38 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE EAST 100 FEET THEREOF, SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. BENCHMARK CONTACT INFORMATION BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83(91), AS PRESCRIBED BY THE CITY OF RENTON. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) AS EXTENDED FROM CITY OF RENTON BENCHMARK COR -341 VIA CONVENTIONAL TRAVERSE TECHNIQUES. BM #1 - CITY OF RENTON COR341 TOP 5/8" STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3' EAST OF CENTERLINE OF INTERSECTION PARK AVENUE NORTH AND NORTH 30TH STREET. ELEVATION = 201.26' BM 2 - CITY OF RENTON COR 526 TOP HARD NAIL 2' EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLACE ELEVATION = 182.09' SITE DATA PARCEL NUMBER: 334210-3245 PROJECT ADDRESS: 1404 N 30TH STREET RENTON, WA 98056 SITE AREA: 47,538.4 SF (1.09 ACRES) DISTURBED AREA: 32,045 SF (0.74 ACRES) EXISTING IMPERVIOUS AREA: 0 SF (0 ACRES) GROSS IMPERVIOUS AREA: 23,145 SF (0.53 ACRES) NET NEW IMPERVIOUS AREA: 23,145 SF (0.53 ACRES) IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%): 48.69% BUILDING COVERAGE: 7,039 SF (0.16 ACRES, 15% LOT COVERAGE OF BUILDINGS) BUILDING SIZE: 7,497 SF VEHICLE PARKING COUNT: 12 STALLS BICYCLE PARKING COUNT: 2 STALLS (EXTERIOR) 1 STALL (INTERIOR) ZONING: COMMERCIAL CV, MAX LOT COVERAGE FOR BUILDINGS 19.9% OF TOTAL LOT AREA SEPA MITIGATION THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE KENNYDALE FIRE STATION 15 GEOTECHNICAL ENGINEERING REPORT, PREPARED BY HWA GEOSCIENCES, INC. DATED DECEMBER 21,2017 AND SUPPLEMENTAL GEOTECHNICAL MEMORANDUM PERMEABLE PAVEMENT RECOMMENDATIONS, DATED JANUARY 30, 2018. ENGINEER LPD ENGINEERING, PLLC 1932 FIRST AVENUE, SUITE 201 SEATTLE, WA 98101 CONTACT: LAURIE PFARR PHONE: (206) 725-1211 EMAIL: LAURIEP@LPDENCINEERING.COM WEBSITE: WWW.LPDENCINEERING.COM APPLICANT/OWNER CITY OF RENTON COMMUNITY SERVICES DEPT 1055 SOUTH GRADY WAY RENTON, WA 98057 CONTACT: ROBERT EBERT PHONE: (425) 430-6602 In 7�9C1R�]RiIKKU]1RN'� RENTON REGIONAL FIRE AUTHORITY 1055 SOUTH GRADY WAY RENTON, WA 98057 CONTACT: WILL AHO PHONE: (425) 430-7000 UTILITY SERVICE PROVIDERS WATER, SEWER, AND STORMWATER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 PHONE: (425) 430-6400 SURVEYOR DUANE HARTMAN & ASSOCIATES, INC. 6928 WOODINVILLE- REDMOND ROAD, B-107 WOODINVILLE, WA 98072 CONTACT: DOUGLAS HARTMAN PHONE: (425) 483-5355 CONDITIONS OF APPROVAL VICINITY MAP 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS NOT TO SCALE PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED OCTOBER 30, 2017. 2. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. THE APPLICANT SHALL PROVIDE A REVISED ARCHITECTURAL SITE PLAN IDENTIFYING ALL UTILITY EQUIPMENT AND SCREENING. THE ARCHITECTURAL SITE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 4. THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. PEDESTRIAN SCALE AND DOWN -LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 1932 First Ave Call r Working Das o Suite 201 N a ,•=ZO' "� "°"°,�"^", CITY OF Seattle, WA 98101 Before u DIG! `z / / `�'°' LIP PERMIT RESUBMITTAL 2 12 18 RENTON Sp. eatti 26.1211 9 k a 66 0 PERMIT RESUBMITTAL 1/29/18 wNN. SMN If. 206.9]3.5344IN msrsv-v' �y`�' tg p BID ADDENDUM NO. 2 I 16 18 „m. DATUM t2� ess/OVAL ` O A7 FU Planning/Building/Public Works Dept. engineering Alit www.lp4engine ngmm 7-800-424-5555 NO. REVISION BY DATE APPIR SHEET INDEX SURVFY SHFFT TITI F SHFFT ,No 1 N 4v�o 0 xc .aTM Y 6r N PHASE 2 SITE DEMO AND TESC C1.02 TESC NOTES C1.03 TESC DETAILS C1.04 GRADING PROJECT DRAINAGE C3.00 DRAINAGE NOTES AND DETAILS SITE o ST „ C3.02 DRAINAGE DETAILS C3.03 i4 a` C3.04 °3 e STORMTECH DETAILS C3.06 UTILITIES AND PAVING C4.00 UTILITY AND PAVING DETAILS C4.01 6c eem C4.02 UTILITY AND PAVING DETAILS C4.03 UTILITY NOTES AND DETAILS Coleman l� 4 y Creek Point N oTM ST 5 G �1!9 RENTON Ne r li } 2M s, e s � a 16 e IE I61N ST IR ENT N 4U5 a VICINITY MAP 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS NOT TO SCALE PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED OCTOBER 30, 2017. 2. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. THE APPLICANT SHALL PROVIDE A REVISED ARCHITECTURAL SITE PLAN IDENTIFYING ALL UTILITY EQUIPMENT AND SCREENING. THE ARCHITECTURAL SITE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 4. THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. PEDESTRIAN SCALE AND DOWN -LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 1932 First Ave Call r Working Das o Suite 201 N a ,•=ZO' "� "°"°,�"^", CITY OF Seattle, WA 98101 Before u DIG! `z / / `�'°' LIP PERMIT RESUBMITTAL 2 12 18 RENTON Sp. eatti 26.1211 9 k a 66 0 PERMIT RESUBMITTAL 1/29/18 wNN. SMN If. 206.9]3.5344IN msrsv-v' �y`�' tg p BID ADDENDUM NO. 2 I 16 18 „m. DATUM t2� ess/OVAL ` O A7 FU Planning/Building/Public Works Dept. engineering Alit www.lp4engine ngmm 7-800-424-5555 NO. REVISION BY DATE APPIR SHEET INDEX SURVFY SHFFT TITI F SHFFT WATER UTILITY Abdoul Gafour 02/15/2018 01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY IFilrJames 02/15/2018 dchristen 02/15/2018 C REGIONAL FIRE AUNIORITY APPROVED SURFACE WATER UTILITY cthomas 02/15/2018 ® rstraka 02/15/2018 FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 T U T Q J On H Z W O 0 H U Q ir H Z O U Z O F a H W A.L.T.A SURVEY 1 COVER SHEET CO.00 PHASE 1 SITE DEMO AND TESC C1.01 PHASE 2 SITE DEMO AND TESC C1.02 TESC NOTES C1.03 TESC DETAILS C1.04 GRADING C2.00 DRAINAGE C3.00 DRAINAGE NOTES AND DETAILS C3.01 DRAINAGE DETAILS C3.02 DRAINAGE DETAILS C3.03 DRAINAGE DETAILS C3.04 STORMTECH DETAILS C3.05 STORMTECH DETAILS C3.06 UTILITIES AND PAVING C4.00 UTILITY AND PAVING DETAILS C4.01 UTILITY AND PAVING DETAILS C4.02 UTILITY AND PAVING DETAILS C4.03 UTILITY NOTES AND DETAILS C4.04 WATER UTILITY Abdoul Gafour 02/15/2018 01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY IFilrJames 02/15/2018 dchristen 02/15/2018 C REGIONAL FIRE AUNIORITY APPROVED SURFACE WATER UTILITY cthomas 02/15/2018 ® rstraka 02/15/2018 FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 T U T Q J On H Z W O 0 H U Q ir H Z O U Z O F a H W L%! O Q co III fr IL ?15 DHA 2596-77 �� 13'x„00 (CALC�� Nasns'z2'w Y'Ja6N PIPE IS % REBAR/ CONTROL CAPna0:6'E OF PROP LINE N 192409.364' \ �� E 1302594.966' \\ \------- / --225_—� EL 220.73' STEEL FENCE POST �r zzz _---- 2.0'E OF PROP LINE \��� \\----az4-� WOOD FENCE POSTI-z21-_---- I�--�__ 2.0'E OF PROP LINE I � — � _ _ —_�\ ---_ \Zza. 1� � v� 5' BWF IN DISREPAI 7.7253 /,n-------__ I \ "221,\ \\ 218n\ \ \ 29-----_� � \ CHECK DAM al.0"4 (TYR) FENCE IS 1.51E OF PROP LINE I DHA 2596-76� REBAR/ CONTROL CAP N 192252.456' E 1302633.016' EL 211.80' I I SILT FENCE kO PROVIDE SUMP AND CEL #3q,10 v1PUMP AS NECESSARY TO ROUTE SEDIMENT LADEN TO PROPOSED SEDIMENT TANK IF W W)4 Wn PROVIDE MIN 6000 GAL STORAGE TANK AS NECESSARY FOR SEDIMENT SETT\NG INSTALL SD SYSTEM AS NECESSARY TO PROVIDE OUTLET FOR SEDIMENT CONTROL FACILITY (SEE C3.00 FOR DESIGN INFORMATION) FENCE IS OF PROP 1212'CONr CATCH BASIN FILTER I(TYP) SS---- SO— ---S 215 T 38 — I I 1 I I \ --- --------- PARCEL PARCEL #334210-3245 \ \k Goa �Zz3 I i I m I I \ I � J o \ \ \ I II/ la 4 \d° \ PROPOSED I I I V BUILDING LIMITS VITO I 12w e ( I REMOVE EX TREE Jr " IA (TYR) \ I I A�TR,AP DIMENTLI \\REMOVE EXSNP) ATIONS I `.CE IS 0 I ]-..PROP IN I In,I ii z __ I SAVE AND PROTECT EX \J \\ CB TO REMAIN2° \ W_ n, w---- w---- \ , 3 ASPHALT T^^ ^DRIVE WV/ ryp0 / REMOVE EX -- SST --FENCE (TYR) N 307H 6 19" jgp--- W CUAND --_ EX EX CURB, B, GUT 0 I - �, \ ELYY _SD-_- 12 c6k lati E---�s _ —, _ d I(SOLID LID) DRIVE no CHANNELED BOTTOM SAVE AND PROTECT EX SEWER LINE S. END OF FENCE IS 0.4'E OF PROP LINE PARCEL #334210-3237 224.04 LT END OF FENCE IS — N. END OF FENCE IS 0.6'E OF PROP LINE UTILITY NOTES: STABILIZED CONSTRUCTION 1. REMOVE ALL EX UTILITY PIPING WITHIN 3 FEET OF FINISHED ENTRANCE PER STD PLAN TI GRADE AND COMPLETELY REMOVE ALL UTILITY STRUCTURES WITHIN 215.10 LIMITS OF WORK. UNLESS OTHERWISE NOTED COMPLETELY REMOVE PROPOSED RESERVOIR ALL UTILITY PIPING AND APPURTENANCES WITHIN PROPOSED LIMITS (NOT PART OF BUILDING FOOTPRINT, BIORETENTION AREAS, BELOW DRAINAGE THIS CONTRACT) STRUCTURES & FACILITIES, AND WHERE IN CONFLICT WITH W 210.34 PROPOSED IMPROVEMENTS UNLESS OTHERWISE NOTED. E 210.39 2. PROVIDE CATCH BASIN PROTECTION AT ALL INLETS & CATCH -FUTURE BOT 209.44 BASIN WITHIN 300 LF OF CONSTRUCTION. RIGHT-OF-WAY RIM PHASING NOTES: SETBACK IF NE AREA 1: THE FIRE STATION CONTRACTOR WILL START THE WORK, IF W AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE ASPHALT IF E FIRE STATION AND SITE, INCLUDING ALL WORK SHOWN IN AREA 1. PROPOSED RESERVOIR TOWER 214.92 AREA 2 (SHARED): ^ CONSTRUCTION FENCE . . . . cry THE FIRE STATION CONTRACTOR SHALL BE RESPONSIBLE FOR: PARCEL #334210-3240 RN a PHASE 1 SITE DEMO AND TESC, INCLUDING G. PROPOSED b. PHASE 2 SITE DEMO AND TESC, INCLUDING ROUGH GRADING OF PROPERTY THE ACCESS ROAD, AND PARKING AREA, STABILIZATION AND SEPARATION LINE HYDROSEEDING OF EXPOSED AREAS, EXCAVATION AND INSTALLATION OF PERVIOUS PAVEMENT SUBBASE, PROTECTION OF THE PERVIOUS PAVEMENT SUBBASE, TEMP PROTECTION ALONG PAVED EDGE AND ECOLOGY BLOCK WALL. c. INFILTRATION TESTING OF PERVIOUS PAVEMENT AREA. d. INSTALL THE STORM DRAIN LINE AND CONNECT TO EX CB IN N. 30TH ST. e. INSTALL THE TEMP CONC SIDEWALK, CURB AND GUTTER f. PROVIDE FOR FUTURE CONNECTIONS OF ALL WORK TO BE COMPLETED 'BY OTHERS'AS SHOWN ON THE PLANS. FENCE IS 0.3•W THE RESERVOIR CONTRACTOR (AS INDICATED 'BY OTHERS") SHALL BE OF PROP LINE RESPONSIBLE FOR: a. COMPLETION OF ALL IMPROVEMENTS WITHIN AREA 2, INCLUDING UPSTREAM STRUCTURE FINAL PAVING, PERMEABLE PAVING, FINAL GRADING, CURB ON NOT LOCATED / WEST SIDE OF ACCESS ROAD, CURB WALL, PARKING STRIPING, WATER MAIN LINE AND STORM DRAIN OVERFLOW LINE IN THE ACCESS ROAD, FRONTAGE FINAL WALKWAY AND DRIVEWAY IMPROVEMENTS b. TESTING OF PERVIOUS PAVEMENT AREA AREA 3: THE RESERVOIR CONTRACTOR WILL START AND COMPLETE THE WORK, AND WILL BE RESPONSIBLE FOR COMPLETE — — — — — — — —CONSTRUCTION OF THE RESERVOIR AND SITE, INCLUDING ALL WORK SHOWN IN AREA 3. -MH (48"DIA) RIM 215.28 IE NE 209.28 1 IE S 209.18 CHANNELED BOTTOM SAVE AND PROTECT EX SEWER LINE S. END OF FENCE IS 0.4'E OF PROP LINE PARCEL #334210-3237 REMOVE EX FENCE (TYR) — N. END OF FENCE IS 0.27W OF PROP LINE STABILIZED CONSTRUCTION ENTRANCE PER STD PLAN TI / 215.10 `— — — BI �� E IM 212.39 SILT FENNE 210.49 AE W 210.34 E 210.39 -FUTURE BOT 209.44 CB RIGHT-OF-WAY RIM 218.02 SETBACK IF NE 216.42 IF W 215.97 ASPHALT IF E 215.97 __- DRIVE BOT 214.92 i H 6"CONC / CUT AND CAP EX WATER SERVICE LINE MV AT MAIN PER CITY OF RENTON \ \ TOP CASE 217.38 STANDARDS �- w-}-- REMOVE METER BOX AND SALVAGE TOP, NUT 215.09 \ METER TO CITY M'�,i� X313 \ € I — 'AGO "r MP 16+00 -- SD— CONCII;ETE WALK .47 W, \ PVT e ASPHALT p \o W, nRIVF CB \q0 w,- 20 0 10 20 40 Scale 1"=20' LEGEND — — — PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR / EX BUILDING `— — — PROPOSED BUILDING OUTLINE �� E SAWCUT LINE ASPHALT REMOVAL CONCRETE REMOVAL ENTRANCED CONSTRUCTION CONSTRUCTION FENCING SILT FENCE EX CURB TO BE REMOVED EX UTILITY TO BE REMOVED CATCH BASIN FILTER . . . . LIMITS OF WORK FOR TREE REMOVAL AND PROTECTION, SEE LANDSCAPE SHEET LO.01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING®I I I SURFACE WATER UTILITY (Fitz -James 02/15/2018 rstraka 02/15/2018 1932 201 Ave WSSIONATL Call 3 Working Dayye °'"' CITY OF z zzz°77 Seae201Before You DIGI ONEDUP 1"=zo' FIRE STATION E / /mmm Seattle, WA 98101 PERMIT RESUBMITTAL 2/12/18 1404 N 30TH STREET p. 206.725.1211 •a - PERMIT RESUBMITTAL 1/28/18 SMN1VTO1V RENTON, WA 98056 f. 206.973.5344 o D�p 2 BID ADDENDUM NO. 2 1 16 18a mxoE Planning/Building/Public Works Dept.C�,O� engineering pllcx .Ipdenglneedng.mm 1-800-424-5555 N0, REVISION BY DATE APPR Pm ` " N° PHASE I9MDEMO ANDTESC � 7 �1A 00 10 O T J P�a T IL T 0 it IL LO O a co III fr M ?15 DHA 2596-77 \ 13',,.00 (CALCI Y rvasns'z2"w -' - - - - 551+02.39 v--- 1"IRON PIPE IS - 1 �� �� 2260:6'E OF PROP LINE I 224.04 LT REBAR/ CONTROL CAP I \ 1 \ �� END OF FENCE IS N 192409.364' \ / 0.6'E OF PROP LINE UTILITY NOTES EL 220.7 : E 1302594.966' \ --- _q25-- 1. REMOVE ALL EX UTILITY PIPING WITHIN 3 FEET OF FINISHED 3' �� GRADE AND COMPLETELY REMOVE ALL UTILITY STRUCTURES WITHIN STEEL FENCE POST�r 22 - - _ LIMITS OF WORK. UNLESS OTHERWISE NOTED COMPLETELY REMOVE \ - - ---_ PROPOSED RESERVOIR LIMITS (NOT ALL UTILITY PIPING AND APPURTENANCES WITHIN PROPOSED 2.0'E OF PROP LINE I .2 PART OF THIS RESERVOIR LI \ -� BUILDING FOOTPRINT, BIORETND WH AREAS, BELOW DRAINAGE STRUCTURES &FACILITIES, AND WHERE IN CONFLICT WITH -- - -_z PROPOSED IMPROVEMENTS UNLESS OTHERWISE NOTED. \ TEMPORARY ECOLOGY BLOCK WALL INSTALLED BY CONTRACTOR REMOVED BY OTHERS 2. PROVIDE CATCH BASIN PROTECTION AT ALL INLETS & CATCH p� 3 WALL TO PROVIDE TEMP EXCAVATION SUPPORT BASIN WITHIN 300 LF OF CONSTRUCTION. /22 \ AREA 3' z�` -AT 1H:6V INSTALLATION (TYR) _ _ _ � C PHASING NOTES: �p�� ----� R�Ro rV�1R \ INSTALL PERVIOUS PVMT / FF 2.2Q.0 0 SUBBASE TO RECEPTOR AREA 1: THE FIRE STATION CONTRACTOR WILL START THE WORK, / ��4 \\ \ AND PROTECT AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE FIRE STATION AND SITE, INCLUDING ALL WORK SHOWN IN AREA 1. ��- _ AREA 2 (SHARED): CONSTRUCTION FENCE THE FIRE STATION CONTRACTOR SHALL BE RESPONSIBLE FOR: PROPOSED PARa. PHASE 1 SITE DEMO AND TESC, INCLUDING CLEAEL #33421 0-3 2 40 b. PHASE 2 SITE DEMO AND TESC, INCLUDING ROUGHNG. GRADING OF PROPERTY THE ACCESS ROAD AND PARKING AREA STABILIZATION AND ziar r 13 2 �2 ROUGH GRADING FOR IMPROVEMENT MPROVEMENT -y FUTUREHYDROSEED PER J' LANDSCAPE REBAR/ CONTROL CAP L N 192252.456' E 1302633.016' EL 211.80' I- I _- 217- 216- v II21� _ ----- r < PROVIDE TEMPORARY ¢ `J c�a EDGE PROTECTION 211_ y \ (TYP ALL EDGES) � \ TN ,..JTx ...1 CATCH BASIN FILTER -(TYP)(a) --55--�3-SS---- H- \� INSTALL TEMP 5.5' C -- W_� SIDEWALK PER COR PLAN 102 WITH CURT 1932 Ant Ave Suite 201 Seattle, m m m101 engineering pllc w~ �.I,dengln..dng.mm _ V ASPHALT u DRIVE WV Call 3 Working Days BeforeYou luu DIGI a a 1-800-424-5555 CHANNELED BOTTOM S. END OF FENCE IS 0.4'E OF PROP LINE PARCEL #334210-3237 BI RIM 212.39 IE NE 210.49 11 E W 210.34 11 E E 210.39 FUTURE BOT 209.44 CB h RIGHT-OF-WAY RIM 218.02 SETBACK IF NE 216.42 IF W 215.97 ASPHALT IF E 215.97 __- DRIVE BOT 214.92 12 "CONE/ SST ---SS--- S S � \ M 8/E�NC "CONE / -- i $$ 896.844OALC�/ '1 \\ N. 307H ST \I pS A AV PROTECT EX SIDEWALK V 78.83 Y\CALC) I \ ✓_ v _ 1_2" V I "' V A TO REMAIN \11178.84 (R1) 1I w- L - W2"ADS w--- - W_ \ W _�_ W->__ \ w \ SD--- D4-- \ \ W-T_----\�- \ D-�__Sp--- 72'COivIC s11s2'C NC 313 V PP/pc 12"CMP 50 - --__ - E--.-�_- - - a dJ _�_CONCIkETE WALK RASS PP7UG A HA z I� 8 e r-- B I(SOLID LID) ASPHALT DRIVE &,B nRIVF CB N I I I/ / I I I I I Lvl z B'T 1219 - &01sT - - SD- )NC916 M 16+00 TOP CASE 217.38 TOP NUT 215.09 W-- "CMP c `SD - a W b \t4 w, 0 90 H 1"=20' aha, O CITY OF PERMIT RESUBMITTAL 2/12/18 mxEoUP FENTON PERMIT RESUBMITTAL 1/28/18 `' SMN 1\L 1 2 BID ADDENDUM NO. 2 1 16 18 auo. DATUM Planning/Building/Public Works Dept. N0, REVISION BY DATE APPR �r�.------------ `�"W' N 20 0 10 20 40 Scale 1"=20' LEGEND - - - SEPARATION LINE m HYDROSEEDING OF EXPOSED AREAS, EXCAVATION AND -230� SILT EBY INSTALLATION OF PERVIOUS PAVEMENT SUBBASE, PROTECTION OF INSTALLED CONTRACTOR TO Ll O�4 THE PERVIOUS PAVEMENT SUBBASE, TEMP PROTECTION ALONG \ BE TRANSFERRED TO RESERVOIR PAVED EDGE AND ECOLOGY BLOCK WALL. e CONTRACTOR PROPOSED BUILDING OUTLINE c. INFILTRATION TESTING OF PERVIOUS PAVEMENT AREA. CONSTRUCTION FENCING d. INSTALL THE STORM DRAIN LINE AND CONNECT TO EX CB IN N. \ CATCH BASIN FILTER 30TH ST.. \� WORK SEPARATION e. INSTALL THE TEMP CONC SIDEWALK, CURB AND GUTTER \ \\ LINE E PROVIDE FOR FUTURE CONNECTIONS OF ALL WORK TO BE COMPLETED 'BY OTHERS'AS SHOWN ON THE PLANS. \ FENCE IS 0.3'W THE RESERVOIR CONTRACTOR (AS INDICATED "BY OTHERS") SHALL BE FIRES .TION nF PPnP iINF RESPONSIBLE FOR: I PROVIDE TEMPORARY a. COMPLETION OF ALL IMPROVEMENTS WITHIN AREA 2, INCLUDING EDGE PROTECTION STRUCTURE FINAL PAVING, PERMEABLE PAVING, FINAL GRADING, CURB ON \ (TYR ALL EDGES) WED WEST SIDE OF ACCESS ROAD, CURB WALL, PARKING STRIPING, \ \ / WATER MAIN LINE AND STORM DRAIN OVERFLOW LINE IN THE ACCESS ROAD, FRONTAGE FINAL WALKWAY AND DRIVEWAY IMPROVEMENTS \FF ID b. TESTING OF PERVIOUS PAVEMENT AREA k�V I AREA 3: THE RESERVOIR CONTRACTOR WILL START AND COMPLETE THE WORK, AND WILL BE RESPONSIBLE FOR COMPLETE - - - - -CONSTRUCTION OF THE RESERVOIR AND SITE, INCLUDING ALL WORK h I SHOWN IN AREA 3. RIM 215.28 Gg IE NE 209.28 v EN 2 IE S 209.18 TN ,..JTx ...1 CATCH BASIN FILTER -(TYP)(a) --55--�3-SS---- H- \� INSTALL TEMP 5.5' C -- W_� SIDEWALK PER COR PLAN 102 WITH CURT 1932 Ant Ave Suite 201 Seattle, m m m101 engineering pllc w~ �.I,dengln..dng.mm _ V ASPHALT u DRIVE WV Call 3 Working Days BeforeYou luu DIGI a a 1-800-424-5555 CHANNELED BOTTOM S. END OF FENCE IS 0.4'E OF PROP LINE PARCEL #334210-3237 BI RIM 212.39 IE NE 210.49 11 E W 210.34 11 E E 210.39 FUTURE BOT 209.44 CB h RIGHT-OF-WAY RIM 218.02 SETBACK IF NE 216.42 IF W 215.97 ASPHALT IF E 215.97 __- DRIVE BOT 214.92 12 "CONE/ SST ---SS--- S S � \ M 8/E�NC "CONE / -- i $$ 896.844OALC�/ '1 \\ N. 307H ST \I pS A AV PROTECT EX SIDEWALK V 78.83 Y\CALC) I \ ✓_ v _ 1_2" V I "' V A TO REMAIN \11178.84 (R1) 1I w- L - W2"ADS w--- - W_ \ W _�_ W->__ \ w \ SD--- D4-- \ \ W-T_----\�- \ D-�__Sp--- 72'COivIC s11s2'C NC 313 V PP/pc 12"CMP 50 - --__ - E--.-�_- - - a dJ _�_CONCIkETE WALK RASS PP7UG A HA z I� 8 e r-- B I(SOLID LID) ASPHALT DRIVE &,B nRIVF CB N I I I/ / I I I I I Lvl z B'T 1219 - &01sT - - SD- )NC916 M 16+00 TOP CASE 217.38 TOP NUT 215.09 W-- "CMP c `SD - a W b \t4 w, 0 90 H 1"=20' aha, O CITY OF PERMIT RESUBMITTAL 2/12/18 mxEoUP FENTON PERMIT RESUBMITTAL 1/28/18 `' SMN 1\L 1 2 BID ADDENDUM NO. 2 1 16 18 auo. DATUM Planning/Building/Public Works Dept. N0, REVISION BY DATE APPR �r�.------------ `�"W' N 20 0 10 20 40 Scale 1"=20' LEGEND - - - - PROPERTY LINE m - ROUGH GRADE -230� EX CONTOUR (INDEX) DS EX CONTOUR EX BUILDING PROPOSED BUILDING OUTLINE CONSTRUCTION FENCING SILT FENCE CATCH BASIN FILTER vv, AREA 1: CONCRETE PAVEMENT HEAVY DUTY CONCRETE FIRES .TION #15 f L 2L� 212.01 N V \FF ID I v EN 2 I� A SILT FENCER CEL #334210-3248 1 B CI sD SDC _ L S l RIM 206.40 IF W 204.20 o """' _ e. '. IF S 204.20 ISD IE E 204.15 I _ BOT 204.00 I I \ _. �____ __ \ ASPHAL I VI\ / I...............1.: r .L) TN ,..JTx ...1 CATCH BASIN FILTER -(TYP)(a) --55--�3-SS---- H- \� INSTALL TEMP 5.5' C -- W_� SIDEWALK PER COR PLAN 102 WITH CURT 1932 Ant Ave Suite 201 Seattle, m m m101 engineering pllc w~ �.I,dengln..dng.mm _ V ASPHALT u DRIVE WV Call 3 Working Days BeforeYou luu DIGI a a 1-800-424-5555 CHANNELED BOTTOM S. 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N0, REVISION BY DATE APPR �r�.------------ `�"W' N 20 0 10 20 40 Scale 1"=20' LEGEND - - - - PROPERTY LINE - - - - ROUGH GRADE -230� EX CONTOUR (INDEX) EX CONTOUR EX BUILDING PROPOSED BUILDING OUTLINE CONSTRUCTION FENCING SILT FENCE CATCH BASIN FILTER PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE FOR TREE REMOVAL AND PROTECTION, SEE LANDSCAPE SHEET LO.01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY (Fitz -James 02/15/2018 O rstraka 02/15/2018 ' FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 PHASE 2 SITE DEMO AND TESC 12/22/2017 C1.02 00 10 O jo W T J F�a co H T 0 LL GRADING NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE "GEOTECHNICAL ENGINEERING STUDY, RENTON FIRE STATION 15, 1404 NORTH 30TH STREET", HWA GEOSCIENCES, INC. AUG 31, 2017. 2. THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT THE SOIL CUTS PRIOR TO CONSTRUCTION OF WALLS AND INSPECT THE COMPACTION IN FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE CITY INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 3. THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE -CONSTRUCTION MEETING(S). IN ADDITION, THE FOLLOWING CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD: A. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS. B. CUT SLOPES OVER FOUR FEET HIGH. C. BENCHING FOR FILL TO BE PLACED ON SLOPES. D. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT. E. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. E SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF ROCKERIES. G. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES. H. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. I. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE STABILIZATION. J. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD. 4. AT THE END OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT. CONSTRUCTION NOISE NOTES 1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES, CONSTRUCTION -RELATED NOISE IS ALLOWED: 7 AM TO 8 PM MON-FRI 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY NO WORK SHALL BE PERMITTED ON SUNDAY. NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6:00 PM. 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. MOBILIZATION/STOCKPILE AREA NOTES 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 - 3:30 UNLESS OTHERWISE REQUESTED AND APPROVED BY CED. STREET SWEEPING NOTES 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. DUST SUPPRESSION 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE CITY OF RENTON. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. BIORETENTION AREA PROTECTION NOTES 1. LIMIT CONSTRUCTION VEHICLE TRAFFIC WITHIN FOOTPRINT OF BIORETENTION AREAS TO MAXIMUM EXTENT FEASIBLE DURING CONSTRUCTION. 2. DO NOT EXCAVATE BIORETENTION AREAS TO SUB -GRADE UNTIL SITE HAS BEEN STABILIZED AND JUST PRIOR TO INSTALLATION OF BIORETENTION SOIL AND PLANTING. 3. GEOTECHNICAL ENGINEER TO REVIEW BIORETENTION SUBGRADE PRIOR TO INSTALLATION OF SOIL AND PLANTING. 4. DO NOT ALLOW CONSTRUCTION STORMWATER RUNOFF TO ENTER EXCAVATED BIORETENTION AREAS. B. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. C. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE OF THAT PORTION OF THE SITE. D. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. E. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. F. COMMON FILL MATERIAL SHALL CONSIST OF ON-SITE EXCAVATED SOILS FREE OF ORGANIC AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. G. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT. H. STRUCTURAL FILL SHALL BE NON-ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, PLACED IN MAXIMUM 8 -INCH LOOSE UFTS, WITH EACH LIFT BEING COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTMD 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 10.COMPACTION: REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557). LOCATIONS REQUIRED MINIMUM RELATIVE COMPACTION UTILITY TRENCHES: 95% UNDER WALKS AND PAVING: 95% AGAINST WALLS: 90% PLANTING AND LANDSCAPE AREAS: 85% PERMEABLE PAVEMENT SUBGRADE: 90-92% OTHER: 95% 11.FIELD QUALITY CONTROL: A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. SWPPS PLAN NOTES 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS SHALL BE STORED ON-SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PIAN AND WILL PROVIDE A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PIAN FOR FUELING AREA SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OWN EXPENSE. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON-SITE MAINTENANCE. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE TRUCK WASHOUT OFF-SITE AT AN APPROVED AND LEGAL LOCATION. B. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 10.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS ATTENTION, INCLUDING RECORD KEEPING. 11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT, INCLUDING RECORD KEEPING. CITY OF RENTON TESC NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. a 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10, COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 17. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE FOLLOWING PHASE III CONSTRUCTION. WET SEASON SPECIAL PROVISIONS 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.2.1.2, 2017 RSWDM). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.2.1.2, 2017 RSWDM). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.2.1.2, 2017 RSWDM). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.2.1.2.6, 2017 RSWOM). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D2.1.2.2, 2017 RSWOM). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.2.1.3.1, 2017 RSWDM). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.2.1.4.2, 2017 RSWDM). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5, 2017 RSWDM). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.6, 2017 RSWDM). 1OPHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.2.4.3, 2017 RSWDM). 11.ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D.2.2, 2017 RSWDM). r1 AAA /A A 1932 HIM Ave Call 3 Working Days WSSIONAlt " "°w' """' CITY OF Suite 201 Before You DIG! DEEWLIP1"=20' Seattle, WA 98101 PERMIT RESUBMITTAL 2/12/18 RENTON p. 206.85.1211 9 PERMIT RESUBMITTAL 1/29/18 °Rµ" SMNT. 206.973.5344 Imm�g p BID ADDENDUM N0. 2 I 16 18 . 1 Planning/Building/Public Works Dept. engineering pllc www.lp4engine ngmm 7-800-424-5555 NO. REVISION BY DATE APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY (Fitz -James 02/15/2018 O 1 rstraka 02/15/2018 f FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 .03 U T Q J LO T Z O Q ILLI ILL GENERAL NOTES 1. EXISTING CONDITIONS: 6. REGULATORY REQUIREMENTS: I A. CONTACT ALL NECESSARY UTILITY PURVEYORS TOCOORDINATE UTILITY CUTOFFS AND A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED. REGULATIONS. IFTHERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL. B. OBTAIN ALL NECESSARY PERMITS. C. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: 7. SAFETY SYSTEMS: 2 ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT FACILITIES. A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR -FEET IN DEPTH WITH A SAFETY SYSTEM CONFORMING TO THE REFERENCED REQUIREMENTS. 3. 00 NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. B. THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED PERSON AND MEET THE REFERENCED REQUIREMENTS. 4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA r SAFETY STANDARDS AND CIN OF RENTON REQUIREMENTS. A. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR Z TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING 8. EXCAVATION: O UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT F VARIANCE WITH PLANS. A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE a B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE CONSTRUCTION TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT DOWN TIME. VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN IL11 5. DIMENSIONS AND LAYOUTS: THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. (L A. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING. B. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE B. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY FLOODING, CONTAMINATED RUNOFF, OR ICING. RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE DOCUMENTS ARE ENCOUNTERED. NOTIFIED. C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE 9. FILL MATERIALS: LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE A. IF ANY FILL IS ANTICIPATED TO BE BROUGHT TO THE SITE THE APPLICANT SHALL SUBMIT AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST LICENSED ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER PROVIDE DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING DEPARTMENT OF TRANSPORTATION (WSDOT) APPROVED SOURCE AS ALLOWED BY RMC THE ACCURACY OF WORK ON THE SITE. 4-4-060N.4.G. GRADING NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE "GEOTECHNICAL ENGINEERING STUDY, RENTON FIRE STATION 15, 1404 NORTH 30TH STREET", HWA GEOSCIENCES, INC. AUG 31, 2017. 2. THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT THE SOIL CUTS PRIOR TO CONSTRUCTION OF WALLS AND INSPECT THE COMPACTION IN FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE CITY INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 3. THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE -CONSTRUCTION MEETING(S). IN ADDITION, THE FOLLOWING CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD: A. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS. B. CUT SLOPES OVER FOUR FEET HIGH. C. BENCHING FOR FILL TO BE PLACED ON SLOPES. D. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT. E. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. E SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF ROCKERIES. G. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES. H. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. I. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE STABILIZATION. J. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD. 4. AT THE END OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT. CONSTRUCTION NOISE NOTES 1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES, CONSTRUCTION -RELATED NOISE IS ALLOWED: 7 AM TO 8 PM MON-FRI 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY NO WORK SHALL BE PERMITTED ON SUNDAY. NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6:00 PM. 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. MOBILIZATION/STOCKPILE AREA NOTES 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 - 3:30 UNLESS OTHERWISE REQUESTED AND APPROVED BY CED. STREET SWEEPING NOTES 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. DUST SUPPRESSION 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE CITY OF RENTON. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. BIORETENTION AREA PROTECTION NOTES 1. LIMIT CONSTRUCTION VEHICLE TRAFFIC WITHIN FOOTPRINT OF BIORETENTION AREAS TO MAXIMUM EXTENT FEASIBLE DURING CONSTRUCTION. 2. DO NOT EXCAVATE BIORETENTION AREAS TO SUB -GRADE UNTIL SITE HAS BEEN STABILIZED AND JUST PRIOR TO INSTALLATION OF BIORETENTION SOIL AND PLANTING. 3. GEOTECHNICAL ENGINEER TO REVIEW BIORETENTION SUBGRADE PRIOR TO INSTALLATION OF SOIL AND PLANTING. 4. DO NOT ALLOW CONSTRUCTION STORMWATER RUNOFF TO ENTER EXCAVATED BIORETENTION AREAS. B. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. C. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE OF THAT PORTION OF THE SITE. D. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. E. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. F. COMMON FILL MATERIAL SHALL CONSIST OF ON-SITE EXCAVATED SOILS FREE OF ORGANIC AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. G. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT. H. STRUCTURAL FILL SHALL BE NON-ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, PLACED IN MAXIMUM 8 -INCH LOOSE UFTS, WITH EACH LIFT BEING COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTMD 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 10.COMPACTION: REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557). LOCATIONS REQUIRED MINIMUM RELATIVE COMPACTION UTILITY TRENCHES: 95% UNDER WALKS AND PAVING: 95% AGAINST WALLS: 90% PLANTING AND LANDSCAPE AREAS: 85% PERMEABLE PAVEMENT SUBGRADE: 90-92% OTHER: 95% 11.FIELD QUALITY CONTROL: A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. SWPPS PLAN NOTES 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS SHALL BE STORED ON-SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PIAN AND WILL PROVIDE A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PIAN FOR FUELING AREA SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OWN EXPENSE. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON-SITE MAINTENANCE. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE TRUCK WASHOUT OFF-SITE AT AN APPROVED AND LEGAL LOCATION. B. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 10.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS ATTENTION, INCLUDING RECORD KEEPING. 11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT, INCLUDING RECORD KEEPING. CITY OF RENTON TESC NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. a 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10, COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 17. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE FOLLOWING PHASE III CONSTRUCTION. WET SEASON SPECIAL PROVISIONS 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.2.1.2, 2017 RSWDM). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.2.1.2, 2017 RSWDM). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.2.1.2, 2017 RSWDM). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.2.1.2.6, 2017 RSWOM). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D2.1.2.2, 2017 RSWOM). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.2.1.3.1, 2017 RSWDM). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL (SECTION D.2.1.4.2, 2017 RSWDM). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5, 2017 RSWDM). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.6, 2017 RSWDM). 1OPHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.2.4.3, 2017 RSWDM). 11.ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D.2.2, 2017 RSWDM). r1 AAA /A A 1932 HIM Ave Call 3 Working Days WSSIONAlt " "°w' """' CITY OF Suite 201 Before You DIG! DEEWLIP1"=20' Seattle, WA 98101 PERMIT RESUBMITTAL 2/12/18 RENTON p. 206.85.1211 9 PERMIT RESUBMITTAL 1/29/18 °Rµ" SMNT. 206.973.5344 Imm�g p BID ADDENDUM N0. 2 I 16 18 . 1 Planning/Building/Public Works Dept. engineering pllc www.lp4engine ngmm 7-800-424-5555 NO. 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AFNINFINIEFFASIN PROTECTION O 3" GSBC i �T[ tN¢aNl �i}Pa =�Ao y'ig�[ urteatevrtaeum ��_�� �F, �[ tnrzaGVTtaaalnLL L 7 p CITY OF RENTON STD 217.00 - INTERCEPTOR CITY OF RENTON STD 217.10 -INTERCEPTOR 217.40 -CHECK DAMS SPACING AND CROSS SECTION DIKE 5 WAN"V CITY OF RENTON STD / TEMPORARY EDGE PROTECTION O EX GRADE PROVIDE 12" 6"-12" PERFORATED PIPE AS NECESSARY OVERLAP OF FABRIC TO TOP OF PIPE SHALL BE 6" MIN ABOVE GRADE PROTECT PERMEABLE LAYERS O�OO O�OO O�OO oa PROVIDE SOLID COVER RUNOFF WITH SEDIMENT MP STRETCHER BAR z"Nmu BOO C DISCHARGE TO STORAGE TANK VIA TEMP FORCE p 00 O 00 00 O 00 00 00 ASSUME MAIN 00000 0000 000 00000000000 EXCAVATED 5% 1 1' 00000 0000 0 000 000 QO000 00000 00000 00000 12DO 00000 00000 OON �000000000�000�000�0 BELOW SUB -BASE OOOO OOOO FOR 00000 0000 000 00000000000000 GRADE QOOOo�O000 O00o� OpOQa�O p0O00o�O00o�O00 QO00000000 PERVIOUS 00000 OOOO 0000000 PROVIDE 12" MIN WASHED ROCK PVMT OOOO OOOO p000000000 PROVIDE AROUND PERIMETER OF PIPE po00o Oo00 OOo po00o0000 0000 FABRIC TYP i oO000 oO000 OOOOo OOO oOO oO000 oO000 oO0D0o OOoO00 000 00 0 00 00 00 00 00 00 00 ALL EDGES WRAP WITH PERMEABLE FILTER FABRIC � N �� �� z 24"-38" PVC OR HOPE PIPE �/ i� 6.�/l. v FILTERED ,� RUNOFF W/ 2" DIA WEEP HOLES OR SUBGRADE RECEPTOR 12" QUARRY SPALLS GEOTECHNICAL o APPROVED EQUAL _7.5' BELOW EXISTING TEMP SEPARATION FABRICTO ENGINEER TO REVIEW.. GRADE. PROTECT SUBBASEAND APPROVE SUBGRADE TO BE RECHARGED BED i , , , WIRE TIESR-398705 L. u_ NON WOVEN GEOSYNTHETIC FABRIC MATERIAL CONFIRMED BY PER WSDOT 9-33.2(1) REPLACE As IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2'p x 2" MESH, 11 GAUGE MIN PROVIDE SECURE GEOTECHNICAL NECESSARY WHERE RECOMMENDATIONS 36 MIN RECHARGE BED FOWLED BY SILT OR ATTACHMENT AROUND ENTIRE FENCE PANEL EX SUBGRADE MATERIAL OTHER DELETERIOUS RECEPTOR SOIL GEOTECHNICAL ENGINEER }I00 < I WATER LEVEL DEVELOPMENT ENGINEERING 07 SURFACE WATER UTILITY CONCRETE BLOCK TO REVIEW INSTALLATION MATERIAL (BY -❑ SUMP PUMP AND MOTOR IFitz-James 02/15/2018 rstraka 02/15/2018 '� MIN 80 LBS NOTES OTHERS) 1. REFER TO DETAIL 12 SHEET C4.2 FOR HEAVY DUN PERMEABLE PAVEMENT MSSEC n TION FOR ADDITIONAL INFORMATION. NTS CONCRETE BLOCKS NTS CONSTRUCTION FENCING 9 SUB -BASE FOR PERMEABLE PAVEMENT O SEDIMENT SUMP & PUMP tti J n ate. 1 "=2Q' "'� "°w'�//'"' CITY OF RENTON FIRE STATION 15 1404 N 30TH .STREET SEE 12/22/2017 1932 First Ave Call 3 Working Days Suil201 Before You DIG! Seattle, WA 98101 n Imm e ape N'�9''tp " z PERMIT RESUBMITTAL 2/12/18 ur BEDDOW ANNE °R` SMN p. 206.725.1211 9�' il q R p N o PERMIT RESUBMITTAL 1/29/18 cp RENTON, WA 98056 f. 206.973.5344 msrsTv' �y`�' �g p BID ADDENDUM NO. 2 I O DATUM Planning/Building/Public Works Dept. C1.04 16 18 „m. Ar s� esS70NAL ` GATE APPR engineering pllc wNN.lp4engine ngmm 7-800-424-5555 NO. REVISION BY ""E"COfvF"L' TESC DETAILS H H H T Q J Z W 0 U Z 0 LO O Q co III IL -------- ��x DHA 2596-77 c\ 13'7.00 (CALCI Ns9ns22"W - - - - - 3-10" DEG v_ 1"Ja6N PIPE IS \ \\ 2-1zLEL- 2460:6'E OF PROP LINE REBAR/ CONTROL CAP ( \ _ I \ \ END OF FENCE IS N 192409.364' \\ \\ 3-a�� GRASS 00.6'E OF PROP LINE E 1302594.966' 8'DEC-A \ - ---_ --225--��T EL 220.73' QO\DEC �\ r __ STEEL FENCE POST -22 _ - s reE \� - - --- PROPOSED RESERVOIR LIMITS (NOT 2.0'E OF PROP LINE C`�\ tz .pec -.z -\ PART OF THIS CONTRACT) -21------ o o \ _ li 1"DECD ----- --Z \ 215 26•DEC 'AREA 3: ---- --- RESERVOIR M FF 2200 2-12" DEC /DEC 3D" DFC PROPOSED PARCEL #334210-3240 ,. 21 -- - SEPARATION PROPERTY - SEPARATION LINE e" DEC '1 /\• /. 15-- - / 1TIC� 21266 1 iC 21288 13 S- TP 21238 233- \ y \P 212 38 �\\�\\ I / 274 -Iii Isy ✓ si:i Isy I is -i =� WORK SEPARATION l i I�`�i M �✓ Y%'�0 7027`= I,i I,i r �i `I, �`I 7�i� M 213 LINE 1U 1-1i i �i �-i '\1�� ',r;1ry\.1 \_'ry; \_i i \_i \_�_\ i\-� \Y�rl�-- zt3.56 m �� _ \I \ FENCE IS 0.3'W / 'i?7 1�s,TM 2133; 1; 1'\1i\?i-1�1'�, �' -1_ �i �i �iU l' _ OF PROP LINE DHA 2596-7 } 1=� _ 116 1 1=�,1=11 1 1:zu sa '� 1 121199 ra REBAR/ CONTROL CAP l- vvsm zl22z is I��I_'z z z-�-1 21.56 rx UPSTREAM STRUCTURE _ zlvs 1P 213 56 Fc NOT LOCATED N 192252.456' - 1269 TC' aJ TP I�I% 2nssm lit lit lit E 1302633.016' - I '- - ! -• '� / vz.31 EL 211.80' I- 21za1 re 7z1162 m'.c. 21163 T' 1.2 211.91 R V'" _ _ 3 211 61 TC F{`�J 211.63 RIM 211.60 R 212.31 1P T- - -214M 2.30 Pit C 211TC 211.50 I U 211.60 R 66iP TW �21196 TP I 1 S 'v a6�MH (48"DIA) -� a 21 I i v v196m RI y( RIM 215.28 21166 211 96 TC211967 211961P i1R E NE 209.28 116.11 TP 1� LI/ \ \ IE S 209.18 dz \ 1 D I CHANNELED BOTTOM 210.46 TP OO SV A i M AREA 1: �\ ,,, FIRESTATION #15 S. END OF FENCE IS -- � ' 0.4F OF PROP LINE \, - FF 212.0 D6 1 z1os6 rc � 11. rW \ / I III�III PARCEL #334210-3237 209.60 R \ 209.091P 211,96209.03 CEL #334210-3248 �� � D i b til vv I Ds I I CB 1 209.07 iP 0 Ski TP 209.19 V 1. 21196 RIM 206.40 CO IF W 204.20 266.99 - IF S 204.201 1� IF E 204.15 �..�� IL a 9001 5. * RIM 1212.39 BOT 204.00 z69 z6re I I 209.19 11.7 \ IE BE 210.49 206.70 m X209. i z 'ry` IE W 210.34 7 i T i. 1 .-c` . `�"I" I II IE E 210.39 0667 TP \ z66.76 m i1-zto.7s 21603 \ = FUTURE BOT 209.44 m zw_D7 �/1 1�' CB ASPHAIz aim \ 'D z59.9s 21529 V RIGHT-OF-WAY RIM 218.02 IVE 1 _zu7 cY, I SETBACK IF NE 216.42 z - - - 212.1 ,�� IF W 215.97 215 s9 1 ,� ASPHALT IF E 215.97 _ MATCH EX - •2m 21 m 5 n .. v6 zzT 1 - WnA <z1o62:; • _ vn2 1 • DRIVE BOT 214.92 127 1;?'CONO, 1 mfi 33 ( DS� 25693 +o - F zm 15Tr 1225 T ..:.i N 1 �.. X98 \-`CCONCRRTF WGI k- t ETD -r- - ry 20635 R o 06. 7 P 20689 E_ �7'� CITY OF PENTON 1\L 1 Planning/Building/Public Works Dept. aNEoUP 1 20 - i SS- " ___6g---_55_ �„ 20017'eJR `' SMN �-�� �- \ NOTE: 1.5% MAX CROSS 1 16 18 auo. SLOPE PER COR STD 102 REVISION \ DATE `\N.30TH �r�. _- w-­T�_ W---- W--_-_\_ m �W36o--- 12 W-- W-, r 1932 Ant Ave Suite 201 Seattle, 6 m m m101 engineering pllc WWN.Ieaengineei ASPHALT DRIVE WV Call 3 Working Days BeforeYou luu DIGI a a 7-800-424-5555 X2090rL �o ., I 209.39 FL 21068 R S 4NC20828 R _-rSY--_ -S �_-_ssy�s0a- s C W \ ADS ___ __ W_�__ 12"COKSD 111111111116 QEN - PP/UG A HA B I(SOLID LID) DRIVE r0 MATCH EX /12 CONC/ / 1 ti /� 6"CONC j co / ---ss�--TsS 896.845I00Lc3� vT 1V A V178.83Y\CALC)I \ V V A V178.84 (R1) 1I \ 2"CONC 1113 T F -Pi 12"CMP / - ASPHALT nRIVF CB I I I I I I I/ I I I I I Lvl 2 B'i 1219 IIQPM r--SD- )NC916 M Scale 19=20' 16+00 TOP CASE 217.38 TOP NUT 215.09 W'v1"CMP -- SD- � .a7 b \ PVT '-- w- 0 90 - H LEGEND PROPERTY LINE zjo EX CONTOUR (INDEX) - - - Ex CONTOUR 230_ - PROPOSED CONTOUR (INDEX) 231 - PROPOSED CONTOUR %KKK SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT 0 HEAVY DUTY CONCRETE D ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT 0 GRAVEL PATH SITE WALL VERTICAL CURB CURB AND CUTTER DRAINAGE SWALE GRAVEL DISPERSION TRENCH 0 BIORETENTION POND ® QUARRY SPALL DISCHARGE PAD 8 AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 O■ CATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN ® r 7 DETENTION SYSTEM L___J SDCOa STORM DRAIN CLEANOUT NCO FOOTING DRAIN CLEANOUT DS* DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION BOLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING (Fitz -James 02/15/2018 ' FIRE STATION 15 12/22/2017 1404 N 30TH STREET ° RENTON, WA 98056 02.00 GRADING M,, 6 or,,R 00 LO 0 jo W, 1 H H T J co F - T O LL - 1"=20' ° X991 DATUM CITY OF PENTON 1\L 1 Planning/Building/Public Works Dept. aNEoUP 1 PERMIT RESUBMITTAL 12/12/181 PERMIT RESUBMITTAL 1/28/18 `' SMN 2 BID ADDENDUM N0. 2 1 16 18 auo. I E m•E. NAY NO, REVISION BY DATE APPR �r�. LEGEND PROPERTY LINE zjo EX CONTOUR (INDEX) - - - Ex CONTOUR 230_ - PROPOSED CONTOUR (INDEX) 231 - PROPOSED CONTOUR %KKK SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT 0 HEAVY DUTY CONCRETE D ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT 0 GRAVEL PATH SITE WALL VERTICAL CURB CURB AND CUTTER DRAINAGE SWALE GRAVEL DISPERSION TRENCH 0 BIORETENTION POND ® QUARRY SPALL DISCHARGE PAD 8 AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 O■ CATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN ® r 7 DETENTION SYSTEM L___J SDCOa STORM DRAIN CLEANOUT NCO FOOTING DRAIN CLEANOUT DS* DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION BOLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING (Fitz -James 02/15/2018 ' FIRE STATION 15 12/22/2017 1404 N 30TH STREET ° RENTON, WA 98056 02.00 GRADING M,, 6 or,,R 00 LO 0 jo W, 1 H H T J co F - T O LL O III _x N89ro5.22..W -H:3 Z 139, 00 (CALCI 1. DHA 2596-77 3 -to" Vis. _ } 'HKON PIPE IS \�� 2-12•1)B ---2260:6•E OF PROP LINE REBAR/ CONTROL CAP ( � � �� I � � END OF FENCE IS N 192409.364' �� ��\ a-4_� GRASS0.6'E OF PROP LINE E 1302594.966 s" DEC - - -- -�� __-- ___ 3�T -_zzs-- EL 220.73' 10\oEc � �\ STEEL FENCE POS -22 22 ----'s Z.O'E OF PROP LINE ��� 12 DEC ----2 _\ PROPOSED RESERVOIR LIMBS (NOT �'�'rr// PART OF THIS CONTRACT) I-2 f IS _-- 1' DECI --_ _---- -_1 PARCEL #334210-3215 26 DEC- p� --zzz %� pDo D�TpEppIN yl j 'AREA `3t \ WRIM 211.47 ---- ---- �RESER�OJR ;� IE 210.22 (8" W) OUT E� I z0 WORK IN AREA 2 (SHARED) PERMITTED UNDER FF 22Q0 THESE DOCUMENTS BUT INDICATED "BY OTHERS" O'rj SHALL BE BY RESERVOIR CONTRACTOR. SEE N 1 4 2-12" DECD �c9�� SHEET CLQ2 PHASE 2 SITE DEMO AND TESC 1 --- TO SEE TEMPORARY CONDITION TO BE INSTALLED BY CONTRACTOR. "AEC r i D 30" DEC \ \ \ PROPOSED PARCEL #334210-3240 _ _ __ _ PROPERTY X11 - - - - 45 LF 8" SD 6" Dec,-- --- SM SEPA19TION LINE DRNN ® 0.5% - - A RIM PER GRADING PLAN 7 57 LF 0 0.75% ` WORK SEPARATION 1 1 ;i1�� \ P LINE 'p' ;)%?7% 51:51 �g1:?. :?�1:' 57�;,1;?l'Ll;?1 ,i1; °sS?�'=''V,ii/_'-. \ \YK, \\J IE 211.68 04 W/ INFILTRATION TRENCH;_7 17 LF 6 SD BOTTOM AREA 301 SF PROVIDED I- / r o 6.79 7y1 'rte \ FENCE IS 0.3'W BTM EL 210.Q0HA 2596-7 OF PROP LINE UT _!��i�-, li,, L, 1, 1„11_,i; „ .,;L=.,;L.,;L.,;L., .' It cuD# IISTRU CTU RE 3D#11 OVEFFLOW D N REBAR/ CONTROL CAP _ - %;IE 211.25 , RIM 210.50 'S,?�S?°i '°1=iE 210.11 . 1,.:1 -' :i :'?51' r �.. \ W PED�jIRINLgGWTED N 192252.456' z q IM 213.00 IE 207.08 (8" S) OUT 1 1 ��- 1 1-�,?= 1 1%�,1 1 1 1= 1 1 1/ 1 aG E 1302633.016' / � IE 210.82 (a" s) OUT R.� EL 211.80' 72 PA 3 `: FDCO (TYR) r RLCI,3 L - 8 LF CTT US 0% RIM CONNECT TO OS / / a \' RIM 1070 ') L L � 13 LF 8" sD - - `� •. - C (;. I IF z10.70 (6'3 ®1.5% - RIM 215.28 IF NE 209.28 Sp# CB TYFE 1 ws IS 10 IE S 209.18 21000 rL.ot W SOLID COVER^ I OUTLET TO DISCHARGE PAD (TYP.) q � RIM 210.65 OS N 10 LF 6" SD ®2.07 I CHANNELED BOTTOM IE 206.88 (8" N) IN IS CONNECT DS I 4 LF 6" SD 0 2.07 IE 206.88 (8" S) OUT '"t' r _ AREA 1: I CONNECT TO DS (TYP OF ,,3) z1 4UPCONNECT" so ®2.0% FIRESTATION #15 FOOTING DRAIN (TYP)1A�-yIS 37 LF 8" SD U.FF`•t Ur rMUR33ANE 1=1 SDCO W 1 1y° '{ 4 LF 6" SD ® 0.5% 212.0 D 64 LF 6" SD RIM 209.46 I CONNECT TO BLDG RL I 0 2.0% 21 LF 6" SD ® 2.0% CONNECT TO `` coolRD w/MECH FOR PARCEL 334210-3237 42 LF % SD `.I EXACT INVERT AND BLDG RL ^ # ® 0.79% COORD CA MECH FOR EXACT INVERT INTERCEPTOR TRENCH PARC �\ \ LOCATION 5 LF 6" SD \ AND LOCATION 79 LF 4" PERF ® 30 �sT�IhTER _ L / D I� 0.5% �' MH3487 (48"DIA) CLO;- EIM20268.. �N •soco CONNECT DS (3) 45' BEND \ 3D#5 AREA DRNN EIMW207,43 00 8 IE 206.4 6aQ 22.5' BEND FDCO I 1 W/ PEDESTRIAN GRATE 6 m RIM 211.90 IE E 200.23 7 TRE E W 04.20 . ,� L ° I IF 210.42 (4" N) IN Cv' CHANNELED BOT RIM PE GRADIFGEPLM418 SD \ s CO'\ \ `I IF 209.42 NW) IN CB 24 LF ® 75 27 LF 8" SD S- C \ III IF 208.25 (RIVIRV1 LNLjWT 00 RIM 205.40 DRAIN BY 0 T 204.\ \ 63 LF 8" SD IE HE 210.49 IF N 202.50 �8D#9 CB IYPEI \ 45 BEND \: '\ :: z R 2.3% IE W 1nznW IE W 202.40 q2o1 RIM 208.0 - -_mss .: IE F W/SOCIO COVER IE E 202.45 IE 204.35 (8" E) IN l : 8 SD \ FUTURE BOT RIM 210.00 13 LF BOT 202.30 IS 204.35 (12" S) OUT AL I m \� 1 1 E V I RIGHT-OF-WAY IF 206.80 (6" N) IN IVC \ / ( SETBACK IF 206.80 (8" NE) IN ASPHALTz 25 LF 12" SD G _ VO IF 207.76 (8" S IN b ASPHALT IE 205.11 (24" W) OUT \ DRIVE '�U, ® 0.87< �a .'1 ° :.c CONNECT TO EX CB y IF 211.06 BOT i 1 -� IE 206.25 8" W) IN 1 8D# a. OW OOMROL STRUCTURE 6LIE 206.14 12" S) OUT �� RIM 209. > \ n \ s I G W -__ w_��\ w__-_ W-IE1042o fz'�SE I�W36o1=F31_ w L__ w12__ w___ 3 IE 206.14 2" IN -SD_- �� 12"ADS-- W-}-- � � IE 205.2 12" ) 11 SED-- _ _ D � _ _ SD _ 12"COiNC 1_ _ _ 1�ICONCRETE, WALK 850 a_ E - - oE - E�-- - �--- - -- _ -- OPP/UG ASPHALT E DRIVE ASPHALT PASS PP/ua A HAL DRIVE WV B I(SOLID LID) DRIVE ¢ZE J' AF 1932 Ant Ave Call 3 Working Days WAS `y m m Suite 201 Before DIGI N x Seattle, WA 98101 PERMIT RESUBA P. 2 206.725.1211 a k ss a PERMIT RESUBA f.206.973.5344 nF Isaac F� 18 p BID ADDENDUM a ASSIONA engineering pllc xrrx.lptlenglneetlng.mm 7 L -800 -424 -SSSS N0, REVISION I I I I I I I Lvl XIT1219 R4rI - - SID Scale 19=20' /12"CONC/ / 1 -- r85P2",CONC916 3D# 10, CB STORMFILTER6 ti / INC RIM 210.3 30 / E 209.3 (6" E) IN E 208.0 8" N) OUT I/ 16+00 A Q1 /8.83 CALCI IV HAIsEER SYSTEM \1 ��) I \ TOP CASE 217.38 )Nig-405'- a,\�_ \ TOP NUT 215.09 vv PP/Oc 12 "CMP A w- , d"CMP - 1 --SD- i �� CONCIRETE WALK ` .47 W_ i \ PVT ASPHALT p \ v W- B I ORII/F CB \o 1"=20' =°7=" O CITY OF 2/12/18 LIP PENTON 1/29/18 °M""'SMN DATUM 7116718 mxo. I�� Planning/Building/Public Works Dept. BY DATE APPR ^^"^^' m. `" Na' LEGEND PROPERTY LINE 12J0� EX CONTOUR (INDEX) - -23I- - - EX CONTOUR 230 - PROPOSED CONTOUR (INDEX) 231 - PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT 0 HEAVY DUTY CONCRETE D ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT 0 GRAVEL PATH SITE WALL VERTICAL CURB CURB AND GUTTER t DRAINAGE SWALE GRAVEL DISPERSION TRENCH O BIORETENTION POND ® QUARRY SPALL DISCHARGE PAD 8 AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 O■ CATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN ® r , DETENTION SYSTEM L___J SDCOa STORM DRAIN CLEANOUT HCOa FOOTING DRAIN CLEANOUT DS* DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 00 LO O jo N H H T J H�a T IL BOLLARD I • FIRE HYDRANT 1 n3 u1 IS 204.15 (12" N) IN a 1 T -- T -- - T ' :(2) 45 VERIFY IS AND LOCATION +sea' r DS WATER SERVICE LINES PE :.BEND '1' r.i N 12"GONG PRIOR TO CONSTRUCTION WATER SERVICE LINES e o I OF ANY PORTION OF SD 18 1i 8D# 7 24' CB AND/OR PLUMBING SYSTEM - 41 LF B' SD --F�-U-0.6% a' W/SOLID COVER - .SSL+--- Ss- y -'_SS___ -SS-_ �2+( - 7' IE 204.51 ./ RIM 210.00 / �, n, --55_ _59---»T- �< \ -SS_-_IE 206.14 IS 20511 8" N) IN 24" E) IN ---S +06-- S - :cGLL_--- i 1 -� IE 206.25 8" W) IN 1 8D# a. OW OOMROL STRUCTURE 6LIE 206.14 12" S) OUT �� RIM 209. > \ n \ s I G W -__ w_��\ w__-_ W-IE1042o fz'�SE I�W36o1=F31_ w L__ w12__ w___ 3 IE 206.14 2" IN -SD_- �� 12"ADS-- W-}-- � � IE 205.2 12" ) 11 SED-- _ _ D � _ _ SD _ 12"COiNC 1_ _ _ 1�ICONCRETE, WALK 850 a_ E - - oE - E�-- - �--- - -- _ -- OPP/UG ASPHALT E DRIVE ASPHALT PASS PP/ua A HAL DRIVE WV B I(SOLID LID) DRIVE ¢ZE J' AF 1932 Ant Ave Call 3 Working Days WAS `y m m Suite 201 Before DIGI N x Seattle, WA 98101 PERMIT RESUBA P. 2 206.725.1211 a k ss a PERMIT RESUBA f.206.973.5344 nF Isaac F� 18 p BID ADDENDUM a ASSIONA engineering pllc xrrx.lptlenglneetlng.mm 7 L -800 -424 -SSSS N0, REVISION I I I I I I I Lvl XIT1219 R4rI - - SID Scale 19=20' /12"CONC/ / 1 -- r85P2",CONC916 3D# 10, CB STORMFILTER6 ti / INC RIM 210.3 30 / E 209.3 (6" E) IN E 208.0 8" N) OUT I/ 16+00 A Q1 /8.83 CALCI IV HAIsEER SYSTEM \1 ��) I \ TOP CASE 217.38 )Nig-405'- a,\�_ \ TOP NUT 215.09 vv PP/Oc 12 "CMP A w- , d"CMP - 1 --SD- i �� CONCIRETE WALK ` .47 W_ i \ PVT ASPHALT p \ v W- B I ORII/F CB \o 1"=20' =°7=" O CITY OF 2/12/18 LIP PENTON 1/29/18 °M""'SMN DATUM 7116718 mxo. I�� Planning/Building/Public Works Dept. BY DATE APPR ^^"^^' m. `" Na' LEGEND PROPERTY LINE 12J0� EX CONTOUR (INDEX) - -23I- - - EX CONTOUR 230 - PROPOSED CONTOUR (INDEX) 231 - PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT 0 HEAVY DUTY CONCRETE D ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT 0 GRAVEL PATH SITE WALL VERTICAL CURB CURB AND GUTTER t DRAINAGE SWALE GRAVEL DISPERSION TRENCH O BIORETENTION POND ® QUARRY SPALL DISCHARGE PAD 8 AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 O■ CATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN ® r , DETENTION SYSTEM L___J SDCOa STORM DRAIN CLEANOUT HCOa FOOTING DRAIN CLEANOUT DS* DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION 00 LO O jo N H H T J H�a T IL BOLLARD I • FIRE HYDRANT IZ WATER FITTINGS WATER SERVICE LINES U WATER METER OQ WATER SERVICE LINES FIRE SERVICE LINE I (.) FIRE SERVICE VAULT Q FIRE SERVICE CONNECTION Z 0 R-398707 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VJ DEVELOPMENT ENGINEERING SURFACE WATER UTILITY (Fitz -James 02/15/2018 O rstraka 02/15/2018 11J FIRE STATION 15 12/22/2017 1404 N 30TH STREET I°°'°"' RENTON, WA 98056 07D.00 00 LO O O .♦ Run T J rT O Q W U.N. LL CITY OF RENTON DRAINAGE NOTES I I PIP' ALLOWANCE, 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. ipe.eppeeppeser ANTANE 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HEIR BETWEEN NOT sheseffEss THE CITY OF RENTON PUN RENEW SECTION AND THE APPLICANT. Ien.speneser, 11 3. ALL DESIGN AND CONSTRUCTION SHALL IN ACCORDANCE WITH THE MUNICIPAL CODE THE LATEST EDITION OF THE V3p RI STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCT➢ON PREPARED BY WSDDT AND THE AMERICAN CONSTRUCTION PUBLIC WORKS ASSOCIATION U PWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE 1 she TPTLM -- ,. , w, SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE ip .1 AEpe.COMPTOTED Fseil Cm. ....w".h -®"- CANCENTANT 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PUN GOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER •.,.w�.w:.�.,�. u=�- •,•.,:www• x.e,,., B� CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE. SEWER CONVEYANCE. GAS. ELECTRICAL. ETC) THE SURFACE WATER m..r-Wxw•.w�w DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY, ANY DEVIATION MOM THE APPROVED PIANS WILL REQUIRE WRITTEN APPROVAL FROM THE Cltt OF RENTON PUBLIC WORKS �® DEPARTMENT, SURFACE WATER UTILITY SECTION. In 4� 5 . A COPY OF HESE APPROVED PUNS MUST BE ON HE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 1 6. GRADING ACTRITIES (SITE ALTERATION) ANTE LIMITED TO THE HOURS OF 7 AM. TO 7 P.M. MONDAY THROUGH SANROAr AND ° spine Them periesiW1,,,.,,°°HATER NOCA CAP NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY HE CITY OF RENTON. f aL:w liens •• mm w."°". In 7. R SHALL BE ME APPLICANT'S/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE "_•_f _ INITIATING OFF-SITE WORK. BASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. R ' hisses" 2.°hr An •�'"�,md1.' °P 11 esCAP _ ��^ 8 OTHER APPROVED OT BE M_We'sm^T"�Y41 ."v," °"N As o'a'"1 phis swwo�Ph °A'°x °'°1° W�a PPPROVED SETINSTALLATIONS CONSTRASED UCTED UNLELE55 PN OF PIANS AT MEET A�W REQUIREMENTS�PTER 4 OFATHE RFACE WATER T w`ww `�` CALL DESIGN MANUAL ARE SUBMITTED TO ME Cltt OF RENTON. xm®°... "° "w °°" °" "WIsesphATTECAPPINOWTAIN AN DATUM SHALL BE NAVD 88 UNLESS OMERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS Z ww "•w°- .° T, As TO AN9. ARE NOTED ON THE PUNS. ANY DEWATERING SYSTEM NECESSARY FOR ME CONSTRUCTION OF STORMWATER FACILITIES MUST O --°^---°^-'BE „°w"H2,"esupper m""....bo..a. �eAT ,"TEL "�'^^" SUBMITTED TO ME CITY FOR REVIEW AND APPROVAL. F '"°°W°"'"""" "'"" """ "°"`"' xa w" I PLAN ,1L PAT 11 LAW As AT TALAW W Ons, TO LAW Le ANCIAL W � NOTE& AT 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 11. ALL RILM TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD °ivn m. °roti °�° NOTION PAT PROCTOR. a."w,•wra,:H§a, wE ®wx n 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS ALL xniFl.,o,Haa.wma:w„o,T.°w.h..wH.. SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PUNS. ANY OPEN CUT SHALL BE A, Les IT T. pr Ar I RESTORED IN ACCORDANCE WITH THE Cltt OF RENTON TRENCH RESTORATION STANDARDS. NiPob��•.H.w: 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY UNTIL CONSTRUCTION BE SATISFACTORILY MAINTAINED UCONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS w�wo� dellPASSED. TILx.w°,eswm.ww ,".iim,n.."w.®e•w.n 88,Or Lee T.A'OrOr Or 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. vp xx Kao erAon u xx uxxlwxuunax 15. ALL PIPE AND APPURTENANCES SHALL BE UND ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. HIS SHALL INCLUDE NECESSARY e�Tae.ulx rnW4 • °DEPARB h� •' euw-400xo TOILS uxx calx rnEa vDEPamP � w mm - u.XeK ooe awcx eooe awcn eooe LEVELING OF HE WENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF N75 NT$ NT$ R REQUIRED BEDDING MATERIAL, i0 UNIFORM GRADE SO THAT HE ENTIRE LENGTH OF HE PIPE WILL BE SUPPORTED ON A COR STD PLAN 200.00 COR STD PLAN 201.00 - CB TYPE 1 1 CB TYPE,; 2 COR STD PLAN 202.00 - CB INSTALLATION UNYIELDING BASE.CLASS PIPE. ORALLHAALTT BE STEEL Shui GALVANIZED WITH SHALL BETTER - 15. PIPE BE REATMENT OR INSIDEEANDNODUTTSIDE, D. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING -��� I SETBACKS LINES - I 19- ALL CATCH BASIN GRATES SHALL BE DEPRESSED 010 FEET BELOW PAVEMENT LEVEL 20 LOCATED ALL TH TO PROVIDE A CULVERTS BE SEDGE TAHETBOTTOM I MINIMUMRIVEWAY 3.1 SLOPE FROM OF THE DRIVEWAYOTO OF THE DITCH. FORT EROSION ROTECBON OF SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND ROADSIDEMEET ITCHES,THE WHERESPECIFICATIONS: MUST FOLLOWING 8 WEBS 4 - 8 INCH ROCK / 40 - 70% PASSING; L d' 1 /2" THICK 2 - 4 INCH ROCK / 30 - 40R PASSING; AND LESS MAN 2 INCH ROCK / 10 - 20% PASSING. PROVIDE THREE 1" 21. ALL BUILDING DOWNSPOUTS AND FOOLING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS DIA. LIFT HOLES APPROVED BY ME CITY PLAIN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED 9 1 /2" FROM AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO ME CITY UPON COMPLETION. CENiTER OF COVER 22, DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR SPACED AT 120 INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE DEGREES (TYR) FOLLOWING: rar "a..e"m,.,rv.rw." uII 2" RAISED LETTERS _ 1 7/8 (TYR) A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL `°" ...m.p..e.wp ,�+ O SEE NOTE 1 U O p B FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE GRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL she®,,,H,Ti,,,"T "°"°�'°°'""'°°"'"°" O p O p O L7 HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. 0 0 0 0 n A A B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH. 2" X 4" STAKE MARKED "STORM" OR emwsT.ma.m w:�w u Q Opo "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. MsO. •-no 0p0 cP 0OOp ��'a❑ 11 -WATER Q FOUNDRY NAME C. PIPE MATERUL SHALL CONFORM TO LINDERMAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE DESIGN MANUAL AND, IF NON-METALLIC, HE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECHON. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY ROWS THROUGH p_ O p O pj�C:h� OpOOO L, jj,�N O Op pOpJ)p/ INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL BUBOM �. :.w - O CONVEYANCE LINES WITH RESPECT TO OTHER MLI➢ES (E.G. POWER, GAS TELEPHONE, TELEVISION). F. ALL INDIVIDUAL SNB -OUR SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. STORM DRAINAGE CAPhI PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO ,wwxcrM O p� p 0 pt1 DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKROW PREVERION OR A CHECK VALVE. A NON-SKID ❑y=-Vp_� v" 23. IS ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED. LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DISTURB ATE OFREDISTRIBUTED INTEGRAL DRILL & TAP: ONE THE FOLLOWING: THE EXISTING DUFF DYER SHALL BE STAGED AND TO MAINTAIN THE MOISTURE PATTERN TO BE CAST ON / _ 11 C 24, CAPACITY OF THE SOIL. OR: AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. PROOF OF UMLITY INSURANCE SHALL BE SUBMITTED TO ME Cltt PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 120 DEGREES TOP OF (1YP' 3PL') RING PLAN 25, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE Cltt OF RENTON DOES NOT RELIEVE ME OWNER OF THE mxL O. wec^u�w„°v L COVER CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CIT' OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF ME SYSTEM PROVIDED NT$ COVER PLANDURING CONSTRUCTION COR STD PLAN 204.00 RECTANGULAR FRAME 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, - BLADDERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT HE LTE HEALTH, AND SAFETY OF HE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY 28 3/8" INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, 1 TRANSPORTATION SYSTEMS DIVISION, ALL SECTIONS OF HE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL 25 1/4" SHALL APPLY. 3/8 27, PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT d6 OF THE 7Tn� 2" SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). F J DRAINAGE NOTES 1 1/4" e 0 23 3/4" 5" 25 33 3/4" 1. PIPE MATERIAL SHALL BE: SECTION A 1,1, DUCTILE IRON (USE IF COVER IS BELOW 2 - (MIN 1 -FT COVER) R) ,,,., -A SECTION 13-131.2 SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) (MIN 2 -FT COVER) COVER NOTES: USE WITH THREE LOCKING BOLTS 5/8"-11 NC RING NOTES: 1.3. POLYVINYL CHLORIDE PIPE (PVC) (MIN 3-R COVER) STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) 1. DRILL AND TAP THREE 5/8"-11 NC HOLES >vYYr.LIYM.u�•5Vd .eAaaa BOLTS, 2" LONG. DRILL HOLES SPACED 120', TO THROUGH RING AT 129. MATCH HOLES IN RING. 2. RING MATERIAL IS GREY IRON, ASTM A-48 CLASS 30. 2. COVER MATERIAL IS DUCTILE IRON ASTM A536 GRADE 3. SHALL CONFORM TO SEC. 9-05.15 OF THE 80-55-06.TO STANDARD SPECIFICATIONS, AS MODIFIED 3. SHALL CONFORM SEC. 5 OF THE STANDARD HEREIN. SPECIFICATIONS, MODIFIEDED HEREIN. S 4, APPROXIMATE WEIGHT OF RING IS 4. APPROXIMATE WEIGHT OF COVER IS 150 LBS. 5. RATING - H2O. 215 LBS. 5. RATING -H2O. R-398708 .• ...sy IN COMPLIANCE WITH CITY OF RENTON STANDARDS shmemApp DEVELOPMENT ENGINEERING O SURFACE WATER UTILITY FOR oN-s E usE ONLY (Fitz -James 02/15/2018 rstraka 02/15/2018 O TD .�., _ P"a � mmrt rerw`iwrni`T' (�NTS COR STD PLAN 204.10 - RECTANGULAR SOLID METAL COVER 7 11 24" BOLT -LOCKING MANHOLE RING & COVERW]ALE 4lEA °Y"'ff eWeSS'ONATLSO 1"=z° ^••� ` CITY OF RENTON FIRE STATION 15 r 1404 N 30TH STREET LATE 1z/zz/z°17 1932 First Ave Call 3 Working Days Seattle, WA 98101 Imm smBzol Before 'YOu DIG! oMW, UP RESUBMITTAL 2/12/18!APPR �: PERMIT RESUBMITTAL 1/29/18°PA""' WIN p. 206.725.1211 �a RENTON, WA 98056 NET f. 206.973.5344 2PERMIT w il' � Planning/Building/Public Works Dept. Z C3.01 2 BID ADDENDUMN0. 2 1 16 18 `x@ 1E ONG 9 "18 engineering pIIc WWWlpdenginAmng.wm 7-800-424-5555 NO. REVISION BY DATE g "LOfW"`L' DRAINAGE NOTES AND DETAILS 8 00 LO O O .♦ Run T J rT O Q W U.N. LL C13 �ww A a I P'NK jPITT mw URAN 0 -,.. N w 4 R<-o.aR LaraLAaTDR omaxl -xo msTu xD I TOP L PAR ...E, .,BCM U) � � B em+t FOR nr SS AND TIONSTEP SII Ipc 7 _ FaN Acceaa AND arePa amu" O - : - LN F B TOP A�° OR AEN'NN.�LiPUN W he I TrM IN be beer *"DBN . .,,m,�� rhrL 4, -.ria .. — o x.mmN.,w.karev. Na4PNNNrI i .... I 4P, nNTA OPTIONa,, 3 AND < AMENS IN PLACE OR STOCKPILE AND AMEND ECCENTRIC CONE SECTION IONPRENCIMCNINUA ae�, s+��, o, SLAB TOP m M N1 ANOBURAIromen W -Na 0M 1110 Nr c.a,N,,.ePmaEDnwaal 10 Sbe o r:l MEM n wreamod AN. ilNI TAB oAe awrweN.r IDMN. reeN w.rMWWMmA` -:—._- - ocwea. Care, DUN rANJ m:A0l2-q - -I'DM� bm Ann OPTION S. IMPORTED TOPSOIL IwaaHmnn,.emo:e.. FUB® RECTANGULAR m PLLII � gum I®y'MFAY'u. E@L[E STS. PUN 2u DD RPPA�i REAPED ORATE LI -I MISCELLANEOUS DETAILS FOR : c'.I I. PIPE COMPACTION 9T0. PLUS — 220.00 PUBLIC $OILAMENOMFNT SECT IONS q�p DRAINAGE STRUCTURES � 2 x DESIGN AND BACKFILL e) S[vaRTMFxT NTS NITS HTS KITS COR STD PLAN 204.20 - RECTANGULAR VANED GRATE COR STD PLAN 204.60 - MISC DETAILS FOR DRAINAGE STRUCTURES Z COR STD PLAN 220.00 - PIPE COMPACTION DESIGN AND BACKFILL 3 COR STD PLAN 264.00 - SOIL AMENDMENT SECTIONS 4 ACCE$$COVER Drt ... CONCRETE COLLAR 10'DEEP WATER QUALITY FLOW RATE AS AND REB9R TO MEET 2 1110,4. wm mn., eiaw�n.Nr v1P SO& e �n XSROWAPPLICABLEBV 12.59 7.5 15 lr CONTRACTOR 1.8 OUL LEVEL UG1'L' NmE8 a N=Wz4 MF.ut ry4 M8A BANK N4fl4W*fgi OVERALLS STRUCTURE HEIGHT (9) 49 -. ,. m,: ':, 18' CARTRIDGE FLOW RATE KFwG D N ] 5 MEDIA TYPE PERLITE ZPG REOPEN)ZPG 1 �.... .:=".. LT R .. 1'sw - --- I CPE CMP ITIO ,2. EFFORT EFFORT 41am 12 GENERALNOMS 1. OFFERED TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE 2 FOR SITE SPECIFIC DIAMONDS WIN DETAILED STORMFILTER CATCHIMIN STRUCTURE DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR O O fepNETMD 1 e s & J I PIPE DATA: a..w NEW��� xFCT.NBBLM.D,yeIRENraEQrIDN ONRC ADJUSTMENT SPORONT I.E. DIAMETE L eq '. 1, - ; - LL F c�-+ - , XM � t I CONUECX ENGINEERED SOLUTIONS LLC REPRESENTATIVE. vwng coWN1ES.xm fOR W' tle' 9 a z1a onY tY ,3' 2 10 Sbe o r:l MEM n wreamod AN. ilNI TAB oAe awrweN.r IDMN. reeN w.rMWWMmA` -:—._- - ocwea. Care, DUN rANJ m:A0l2-q - -I'DM� bm Ann OPTION S. IMPORTED TOPSOIL IwaaHmnn,.emo:e.. FUB® RECTANGULAR m PLLII � gum I®y'MFAY'u. E@L[E STS. PUN 2u DD RPPA�i REAPED ORATE LI -I MISCELLANEOUS DETAILS FOR : c'.I I. PIPE COMPACTION 9T0. PLUS — 220.00 PUBLIC $OILAMENOMFNT SECT IONS q�p DRAINAGE STRUCTURES � 2 x DESIGN AND BACKFILL e) S[vaRTMFxT NTS NITS HTS KITS COR STD PLAN 204.20 - RECTANGULAR VANED GRATE COR STD PLAN 204.60 - MISC DETAILS FOR DRAINAGE STRUCTURES Z COR STD PLAN 220.00 - PIPE COMPACTION DESIGN AND BACKFILL 3 COR STD PLAN 264.00 - SOIL AMENDMENT SECTIONS 4 STORMFILTER STEEL CATCHBASIN DESIGN NOTES ACCE$$COVER STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRDGE CATLHRASIN HASA MAXIMUM CF ONE CARTROGE SYSTEM IS SHOWN WITH A P" CARTRIDGE, AND IS ALSOAVAIIABLE WITH AN UP CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH ADRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IFTXE SNE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CONCRETE COLLAR 10'DEEP RECOMMENDED HYDRAULIC DROP( H)23' WATER QUALITY FLOW RATE AS AND REB9R TO MEET 1BTapm✓fi 19PMY 2UpIO✓ Tap 1apM9 XSROWAPPLICABLEBV 12.59 7.5 15 7.5 CONTRACTOR 1.8 OUL LEVEL UG1'L' rT OVERALLS STRUCTURE HEIGHT (9) STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRDGE CATLHRASIN HASA MAXIMUM CF ONE CARTROGE SYSTEM IS SHOWN WITH A P" CARTRIDGE, AND IS ALSOAVAIIABLE WITH AN UP CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH ADRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IFTXE SNE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT S 10'DEEP RECOMMENDED HYDRAULIC DROP( H)23' WATER QUALITY FLOW RATE AS SPECIFIC FLOW PATE M 2RMM 1BTapm✓fi 19PMY 2UpIO✓ Tap 1apM9 CARTRIDGE FLOW RATE GREG 15 W4M 12.59 7.5 15 7.5 PEAK HYDRAULIC CAPACITY1.0 1.8 OUL LEVEL UG1'L' rT OVERALLS STRUCTURE HEIGHT (9) 49 20 O O O O O O 4'J �' OPNCNAL FLOATABLES SUCCEED LID BAFFLE T rA' B -.07 PERMANENT LIFTING EYE NOL ELEVATION IT'P OF 4) FINISHED GRADE _ -- STORMFILTER J— ` WEI MALL CARTRIDGE FILTRATION BAV INLET FILTRATION UMY T N ST PLOW PERMANENT POOL ELEVATION INLETSNB NLETSNB (OPTIONAL) BUTPOWJ) `OVRETSNB CARTRIDGE PRT SUPPORT OROM T PIPE FLOGS FLOW KIT FROM FLOWKN UTCHBACLEANOUTACCESSFOOT D ACCESS PLUG TLS CATCHBASIN FOOT (ttP. OF 4) ONWEIRWALL IN50E (TVP, OF 4) 1—CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURED SORA I SOUND WATER QUALITY FLOW RATE AS - 167 187 gPMM SPECIFIC FLOW RATE IS APPROVED WITH PXOSPHOSORBE(PROBE) MEDIA ONLY O O O PEAR FLOW W1TE Pel OR .OP6 Bee RETURN PERIOD OF REM FLOW A 100 100 CARTRIDGE HEIGHT DIN, 18', 18' A 18' CARTRIDGE FLOW RATE KFwG �"Agn¢� ] 5 MEDIA TYPE PERLITE ZPG REOPEN)ZPG 1 �11 I J No 1 GENERALNOMS 1. OFFERED TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE 2 FOR SITE SPECIFIC DIAMONDS WIN DETAILED STORMFILTER CATCHIMIN STRUCTURE DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR O O O O O O PIPE DATA: LE. DIAMETER I.E. DIAMETE L I a�: '. 1, - J CONUECX ENGINEERED SOLUTIONS LLC REPRESENTATIVE. vwng coWN1ES.xm IF CONFIGURATION OUTLET INLETp II )I INLET �OUTLET OUTLET I( )IDINLET INLET "I SLOPED LID YES 3. STORMFILTER CATCXB.ASIN WATER DUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN O Q Q Q 0' O YE NOTEWSPECIAL REQUIREMENTS: 1' TRIS DRAWING. 4. INLET SHOULD NOT BE LOWERTHAN OURET.INLET (IF APPLIC)BLE) AND OUTET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY F_% / —`— — VANED INLET GRATE CONTRACTOR. 5, MANUFACTURER TO APPLY A SURFACE BEAD WELD IN ME SHAPE OF ME LETTER DO' ABOVE ME OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SEES. GRATE SHALL BE 6" WIDE DUCTILE IRON, HEEL PROOF p G/gyp TRENCH DRAIN RATE L B. STORMFILTER CATCHRASIN EQUIPPED ARM 4 INCH(APPROX(MATE) LONG SNOB FOR INLET (IF APPLICABLE) AND OUTET PIPING. STANDARD LONGITUDINAL, ADA RATED, NTS 4" MIN. T NET OUTLESTUB IS B INCHES IN DIAMETER.MAXIMUMOLTRETSBISSINCHESINDIAMER. CONNECTION TO COLLECTION PIPING CAN BE MADE 4" MIN. ra r<• USING FLEXIBLE CULTURES BY CONTRACTOR. PER ZORN Z886—HPD OR SLAB INSIDE RIM INSIDE RIM ­Ne T. STEEL STRUCTUE TO BE MANUFACTURED OF 1I41NCH STEEL PLATE. CASTINGS SHALL MEET PASHTO RASES LOAD RATING. TO MEET XSOLOAD ITEM NO. 16) OR 61/4 THICKNESS OR SLAB 1'4P Nde' RATING CN STRUCTURE, ACCNCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLARWITX W REINFORCING BARSTO BE PROVIDED L 20" THICKNESS COLORS OUTSIDE RIM SYCONTRACTOR. APPROVED EQUAL. r B. FILTER CARTRIDGES SHALLBE MEDIA -FILLED. PASSIVE SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 4" PLAN VIEW ]-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 38 SECONDS. B. SPECIFIC FLOW RATE IS EQUAL TOME FILTER TREATMENT CAPACITY (Bpm) ENDED BY THE FILTER CONTACT SURFACE AREA Rq ILL TASIN DRAIN CATCH c BASIN PER ZURN *ANY SU LIMSE Bs A. IL DEPTH, ANWORANTI-FLOTATION PROVISIONS ARE BITESPECIFIL DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED By 887-6 (6"X20") OR ENGINEER OF RECORD EONTRAROR RECORD. INVERT 20" B. CONTRACTOR TO PROVIDE EQUIPMENTWITH SUFFICIENT LIFTING ANORFACX CAPACITY TO LIFT AN04ETTXE CATCXB451N CUTTING CLUTCHES \ VARIES APPROVED EQUAL PROVIDED). rR 0. CONTRACTOR TO TAKEAPPROPRNTE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTIONRELATED EROSION RUNOFF. • SEE PLAN 4'J �' OPNCNAL FLOATABLES SUCCEED LID BAFFLE T rA' B -.07 PERMANENT LIFTING EYE NOL ELEVATION IT'P OF 4) FINISHED GRADE _ -- STORMFILTER J— ` WEI MALL CARTRIDGE FILTRATION BAV INLET FILTRATION UMY T N ST PLOW PERMANENT POOL ELEVATION INLETSNB NLETSNB (OPTIONAL) BUTPOWJ) `OVRETSNB CARTRIDGE PRT SUPPORT OROM T PIPE FLOGS FLOW KIT FROM FLOWKN UTCHBACLEANOUTACCESSFOOT D ACCESS PLUG TLS CATCHBASIN FOOT (ttP. OF 4) ONWEIRWALL IN50E (TVP, OF 4) 1—CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURED SORA I SOUND WATER QUALITY FLOW RATE AS .014 ON PEAR FLOW W1TE Pel OR .OP6 Bee RETURN PERIOD OF REM FLOW IN 100 100 CARTRIDGE HEIGHT DIN, 18', 18' DEEP Ur 18' CARTRIDGE FLOW RATE KFwG 7.5 ] 5 MEDIA TYPE PERLITE ZPG REOPEN)ZPG ZPG RIM ELEVATION 200]5' 210.30' PIPE DATA: LE. DIAMETER I.E. DIAMETE INLETSND 208.45' 8' 209.30' B' OUTLET SNB 20645' e' 20800'I IF CONFIGURATION OUTLET INLETp II )I INLET �OUTLET OUTLET I( )IDINLET INLET SLOPED LID YES YE SOLIDCOVER O YE NOTEWSPECIAL REQUIREMENTS: e_ N SLAB THICKNESS .. CTRENCH DRAIN CATCH BASIN .. o • THICKNESS 4" MIN NTS TLC TRENCH DRAIN COMPACTED SUBGRADE PER ZURN 2886 OR TO 95% MODIFIED TRENCH DRAIN SECTION APPROVED EQUAL R-398709 PROCTOR NTS SEE NOTES BELOW FOR CHANNEL IN COMPLIANCE WITH CITY OF RENTON STANDARDS mm NOTES: DEVELOPMENT ENGINEERING SURFACE WATER UTILITY 1. TRENCH DRAIN A SHALL BE CHANNEL 8601 THROUGH 8609 AT 0.75% SLOPE CUT AS NECESSARY (Fitz -James 02/15/2018 O rstraka 02/15/2018 2. TRENCH DRAIN B SHALL BE NEUTRAL CHANNEL 8606N SLOPED WITH GRADE AND CUT AS NECESSARY MS 2. TRENCH DRAIN C SHALL BE NEUTRAL CHANNEL 8606N SLOPED WITH GRADE AND CUT AS NECESSARY NTS OFFSIDE ONCRETE CATCHBASIN STORMFILTER - 2 CARTRIDGE UNIT 6 TRENCH DRAIN SECTION A -A SECTION B—B lti J. P,4, _ 1932 First Ave °° ' 9 RI'DW FIRE STATION 15 Call 3 Working Days e B� ""' CITY OF 12/22/2017 Suite 201 Before You DIG! " z "°°' LIP 1"=z°' ` Seattle, WA 98101 I�`''� PERMIT RESUBMITTAL 2/12/18 1404 N 30TH .STREET PIPE p. 206.725.1211 9L� I ,\ q 155 0 PERMIT RESUBMITTAL 1/29/18 °AN""' sMN RENTON RENTON, WA 98056 1..206.973.5344 q e msrsImm a -v' NG NO BID ADDENDUM N0. 2 I 16 18 r„m. DATUM s� esS30NAL ` O Planning/Building/Public Works Dept. w.M0Z,02 engineering pllc wMB.IpDengine ngmm 7-800-424-5555 NO. REVISION BY DATE APPR BEER 0""aLr DRANAGE DEALS 9 18 00 LO 0 0 I n U riL(y�, i T Q J 0 0 0 0 0 ^I 1` L^L I.L GO LO O O I U H H T Q J a) F_ Z w O 0 U F_ F_ Z 0 U7 Z O a FLOOR AND CAPILLARY BREAK SLOPE AWAY FTOM DRAIN 00 PER STRUCTURAL DRAWINGS ^ MAINTENANCE STRIP a / SLOPE TO DRAIN 4" MIN CRUSHED SET FLUSH W/FINISHED AWAY FROM BUILDING SURFACING TOP COURSE LANDSCAPE GRADE 8" MIN CRUSHED 0 HDPE VALVE BOX SIZED REMOVABLE CAP PROPSED ANDSURFFACIRNAGDE SURFACING TOP COURSE 5' w FOR ADEQUATE ACCESS 6"-8" PER PLAN o o DS CONVEYANCE PIPE IS VARIES 12" MIN o=aQ 2% 2% PER PLAN � T -°" ILTER FABRIC ��✓� °" ��/ i� i i� i� i r 7 1 """" O D p0 D p0 D p0 �� ����� O 000 D p0 000 i 2" PEA GRAVEL o > poo 0000 FOOTING DRAIN 'o- e • pop 00000 6" 000 i % TOP SHALL BE 45' BEND �QO��/ A MIN OF 4" oC FF � BELOW TOP OF ��� Q �� FOOTING 0 ;a r� o�00 DIA PER PLAN � � � ';Z � � Q O / WASHE 3" VARIES BUILDING FOOTING & WALL ' LF/ COMPACT GRAVEL BACKFILL FOR BUILDING FOOTING & WALL - ROCK MIN tt.l PER STRUCTURAL DRAWINGS. DRAINS PER WSDOT O SHALL PER STRUCTURAL DRAWINGS. FLOW BE PLACED TO TOP OFF FOOTING FOOTING IIL SEE PLAN FOR BEARING ZONE WHEN DO NOT DISTURB FOOTING 4" DIA PERFORATED PVC PIPE WITH LASER CUT FOOTING DRAIN 4" DIA PERFORATED PVC PIPE WITH LASER CUT I.E. AND DIA INSTALLING FOOTING DRAIN SLOTTED PERFORATIONS W/PERFORATIONS DOWN SLOTTED PERFORATIONS ORATIONS DOWN CAP® AREAS FOOTING DRAIN TO BE PLACED LEVEL OR SLOPE TO DRAIN AT 0.8%% MIN MIN WITH POSITIVE SLOPE TO OUTLET ITS NTSNTS FOOTING DRAIN 2 GRAVEL PATH AND INTERCEPTOR TRENCH 3 NOT USED 3" O.D. DOWNSPOUT 2' SQUARE IF CLEANOUT IS IN SEE ARCH PLANS AND SPECIFICATIONS CONCRETE PAVED DOWNSPOUT SHALL BE ATTACHED SUCH THAT SURFACE, PROVIDE IT CAN BE MOVED CLEAR OF THE CONNECTION FINISHED GRADE THICKENED EDGE & POUR NYLOPLAST DUCTILE IRON BELOW GRADE W/OUT DAMAGING us CON C RETE MONOLITHIC DOMED OR PEDESTRIAN CONNECTION TO THE ROOF GUTTER GRATE WITH LOCK PER PLAN 12"0 D.I. PIPE I v I 12" V/ ��� �� ° > GRATE ELEV PER PLAN ,- CONCRETE PAVING 1/4 CONCRETE - - - OR FINISHED GRADE . FIBER JOINT FILLER CAST IRON COVER AND RING OUTLET PIPE PER PLAN _ p . MARKED o r '•° a-` 45' BEND "FDCO" FOR FOOTING DRAINS JSIZE SUUBGRADECMPACTED "SDCO" FOR STORM LINES "SSCO" FOR SANITARY SEWER DIA PER PLAN VARIES REMOVABLE CAP J.T. FILLER BELL END OF 6" CONCRETE (TYR ALL AROUND WHEN PIPE OR EQUAL FLOW CONCRETE IS PRESENT) FERNCO BOOT OR EQUAL 6" SD WITH LONG SWEEP SEE PLAN FOR DIA 12" ROUND DRAIN BASIN AS REQUIRED HANCOR NYLOPLAST OR 29, APPROVED EQUAL MIN M95 AREA DRAIN 6 DOWNSPOUT CONNECTION DETAIL 7 NOT USED 8 CLEAN-OUT TO GRADE SOLID COVER 2 RIM 209.9± MINI BEVELED END PIPE SECTION PROPOSED °_' GRADE • e P s" Mw v 0� �1N�4 dam' d'balN 0� 0�� 00 O O T ELEV 207.6 � CB TYPE 2I—=I 1- �:R �`�(l�:R �`�(lI:'LCE l�R � PIPE SUPPORTS (2 � �<,�%� MIN.): 3" x .090" �x ALUMINUM W/ 5/8" ice. ." />F�o/ v STAINLESS BOLTS SEC11ON 18" RISER TEE 8" SHEAR B" OUTLET GATE 12" INLET PIPE PIPE EXTEND TO BOTTOM OF BIORETENTION AND PROVIDE 4.0 X AT BOTTOM IE 204.60 IE 204.60 2.0' RESTRICTOR e ") LATE WITH �Oo �O R-398710 • ORIFICE 01.00" o�O�oo�Oo�oOo O�8[2-4' STREAM' NOTES: IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1. FRAME LADDER AND STEPS 20 M .� D' GBED COBBLES O o �yopl cb Oo DEVELOPMENT ENGINEERING OFFSET: '� POLYPROPYLENE ypl ypl��yopl 0118�0118118�0118 o a. CLEAN OUT IS VISIBLE FROM , ' LADDER OR -; O O O O O O O O 6 000g,00�000�o O SURFACE WATER UTILITY O TOP b. CLIMB DOWN SPACE 15 CLEARy8�o STEPS OFFSET IFitz-James 02/15/2018 rstraka 02/15/2018 OF RISER 54 c. MH OPENING SHALL NOT BE THE nNTS PLAN O ro of INLET PIPE FLOW CONTROL STRUCTURE (FCS) 7 DISCHARGE PAD NOT USED l� J p 1"=20' "'� "°w'9"""' CITY OF RENTON FIRE STATION 15 1404 N 30TH STREET NATE1932 12/22/2017 TIM Ave Call 3 Working Days Suite 201 Before You DIG! Seattle, WA 98101 I�`''� Imm °`H 9 PERMIT RESUBMITTAL 2/12/18 eWSSIONATt � ur IsLOBOOK FAEE °A�""' syN 206.73.5341 9� �\ PERMIT RESUBMITTAL 1/29/18 RENTON, WA 98056f. mC3.03 1. 206.973.5344 �g 2 BID ADDENDUM NO. 2 I DATUM� Planning/Building/Public Works Dept. 16 18 „m. DATE APPR engineering pllc www.lp4engine ngmm 7-800-424-5555 NO. REVISION BY ""E"COfv"`L' DRANAGE DEALS GO LO O O I U H H T Q J a) F_ Z w O 0 U F_ F_ Z 0 U7 Z O a INNS C13 1 BOTTOM LIMITS OF BIORETENTION 1 AREA AS DENOTED ON PLAN UPPER LIMITS OF WITH DARK OUTLINE AND O BIORETENTION SOIL PER BIORETENTION AREA HATCH W LA DWGS OR 1.5' MIN F- CONSTRUCTION SEQUENCE FOR BIORETENTION AREA UPPER LIMITS OF - - - ---1. PLANTINGS BIORETENTION SOIL PER INSTALL TEMPORARY SEDIMENT CONTROL EMIRS AS SHOWN ON PLAN. PER LA to DWGS OR 15 MIN DWGS - 2. COMPLETE SITE GRADING. PROVIDE PROTECTION SO THAT DRAINAGE IS PROHIBITED FROM ENTERING BIORETENTION CONSTRUCTION AREA. I 6" PONDING agrw q OBE 3. SITE NTION TO NTEMPOR AREAS BIIORETENOTIONAREASCTTHATLETE WERERSED ASR RIY SEDIMENT RAPS SIORETENTION AREA BOTTOM SHOULD BE EXCAVATED 6 INCHES BELOW THE BOTTOM OF THE SEDIMENT TRAP 3" TOP MULCH �y ELEVATION AT TOP OFz " PRIOR TO CONSTRUCTION OF BIORETENTION AREA :(.o DTE LAYER LAYER (PER PLAN) � ,_ ,F E.WJHMK Ec w„+sMULCH 12" BOTTOM OF BIORETENTION 4 INSTALL BIORETENTION AREA IN ACCORDANCE WITH CITY OF RENTON STD PLAN MIN DEPTH IL AREA SHOULD BE LEVEL 26200 SOIL ON swims EN1�iT�SIDE 4SIDE REsooesieBIO WITH NO SLOPE SLOPES (TYP) '� y i SLOPES WSTD ;LOCKING ACT SUBGRADE 5. EXCAVATE BIORETENTION AREA AND INFILTRATION TRENCH. INSTALL FABRIC, AND l awEwO�rsk'Neaw ENTION BOTTOM BACKFILL INFILTRATION TRENCH. GEOTECHNICAL ENGINEER SHALL VERIFY SUBGRADE18" DEPTH BIORETENTION MIX v - WSOIL UPPER 3'-4' PRIOR TO BACKFILL. PROTECT INFILTRATION TRENCH FROM ANY STORMWATER UNTILREQUIRED UNDER FULL CEMENT OF SITE IS COMPLETELY STABILIZED AND STORM DRAINAGE SYSTEM IS CLEANED. ._� Ck e•« "t0 s_�w^¢aEXTENT ?U IKE OF BIORETENTION TERIAL _ �ill:12' sA„Occ. „OERLe FRI rREWRED 1IN BOTTOM AREA - PER CIN OF RENTON 6. SCARIFY THE TOP 3"-4” OF EXISTING SOIL SURFACES OUTSIDE OF INFILTRATION ___�`' DEPTH CITY OF 40 W/ LOCKING DUCTILE TRENCH CARE SHALL BE TAKEN TO NOT CONTAMINATE INFILTRATION TRENCH. DO ' sFEE " 1111111 II IIIIIIIIIIII 'E q NOT COMPACT NATIVE SUBGRADE SEATTLE MINERAL IRON BEEHIVE GRATE _i AGGREGATE TYPE 26 RIM SHALL BE 6" ABOVE BIORETENTION T °E'msR BOTTOM (TOP OF MULCH LAYER) T BACKFILL BIORETENTION AREA WITH BIORETENTION SOIL MIX AND AGGREGATE _ MATERIAL. OVERFILLING IS RECOMMENDED TO ACCOUNT FOR SETTLEMENT. LIGHT ¢+0.dPEeM1 j BOTTOM LIMITS OF BIORETENTION HAND TAMPING IS ACCEPTABLE IF NECESSARY. AREA AS DENOTED ON PLAN UPPER LIMITS OF WITH DARK OUTLINE AND 8. BIORETENTION SOIL MIX SHALL BE PER LANDSCAPE AND CITY OF RENTON SWDM BIORETENTION AREA HATCH BIORETENTION SOIL PER REFERENCE SECTION 11 C. BIORETENTION SOIL DEPTH SHALL BE A MINIMUM OF UPPER LIMITS OF 18 -INCHES ,y FFF 7l F IA DADS OR 1.5' MIN v. BIORETENTION SOIL PER - s„„� LA DWGS OR 1.5' MIN 9. PRESOAK THE PLANTING SOIL PER LANDSCAPE PRIOR TO PLANTING VEGETATION TO IT. 'IF' i-.. c. 's:« -- ,. 6” PONDIN aH'/v M ' AID IN SETTLEMENT. _ PETER; car � w.rew+saRmir. .., � v DEP jNA l 10. COMPLETE FINAL GRADING TO ACHIEVE PROPOSED DESIGN ELEVATIONS. LEAVE SPACE ,5c IT NU- 3” TOP MULCH FOR UPPER LAYER OF MULCH AS SPECIFIED ON PLANS. a enw s a«o.+s.eaa _sa[R�' ««_° POTu. LAYER 53ia�b9LERRg*R+L9€ ss FST f4bM2w i&'�g�,s�n ¢ E+ +, Fv+` L �&'.54a;&"'r� ;!^ '2Ra? � i. .�.-_: s. 97 e��5.�i�cs �a..a m. a. A- aR�w towomm is TRI stuFr+aRIM _ *n we maPwE�E`et uirc.euvo>rwarsRea„oReaw-src. _ 11. INSTALL DISCHARGE PAD PROTECTION AT FLOW ENTRANCES. DISCHARGE PAD WILL BE n��•T. esn rc a„ra,uvi. _ 18" DEPTH BIORETENTION - -- -' =`:TDO NOT COMPACT SUBGRADE SET INTO BIORETENTION SOIL AND NOT LOCATED OVER MULCH. ±T +aen+snMrouvw'ulvEhi s+sRsonullo-susbw PEEERtbrrapcT�n ':co• WITHIN BIORETENTION BOTTOM c M1 o Oss asuvnTEw,xcssmsa „weaa.nirovsoa+enwsE. SOIL MIX s ro„ews�lmw-..s'rcaaaysts att¢wfeERmokN O"E REQUIRED UNDER FULL / AREA. SCARIFY UPPER 3-4” 12. PLANT VEGETATION ACCORDING TO LANDSCAPE PLANTING PLAN. R .M„ RTLo„u.a/oR.si n+uOe a o. sE R.ame+t„T ORsw ss... a_+. s .I„. TUNE co9e.sD"CTER a„iiL 9E HONEST THANu.. wivaee.EoRsww EXTENT OF BIORETENTION PRIOR TO PLACEMENT OF r GRW, 4 E o45, CRA SEWsnq XiwrE VMN M1FEiG!!WrPMHM9M '4RiGTd6 fFPv3MT BOTTOM AREA AGGREGATE MATERIAL GENERAL NOTES src nnm. v.EE„RRsustaTexnwsaswuxRYaseeA. sEPreR?as, j - 13. CONTRACTOR IS RESPONSIBLE FOR KEEPING BIORETENTIONSOIL SEDIMENT FREE �3' WIDE BY 28' LONG AFTER INSTALLATION AND UPON COMPETITION OF CONSTRUCTION, AND ANY SEDIMENT CONSTRUCTION, R R� ews� a y s s u wxwwu o.uemv �.On. oaelEuiEmeu // RECEPTOR BED INFILTRATION TRENCH CONTAMINATED BIORETENTION SOIL SHALL BE REMOVED AND REPLACED AT THE c P vss '^sE « Ro E sx E c+c "`w V 12” DEPTH CITY OF SEATTLE +- e..„F Rw vrx TOw.O.u.Raew.x..eeEss. s Benne. TYPE 26 AGGREGATE MATERIAL TO BE PER AASHTO NO. 2 CONTRACTORS EXPENSE. INSWINUMMOMENTot o p . euPmE„Rsss ss s EEn; SIDs O PR. 9 _ w NIT we *Rt _ ses RSFa. T .::„os R.„csw.,„„a�wr.wRs.Rucm„. ePmO.OSOew,w.T.nvws+gees 6 ELEVATION OF RECEPTOR LAYER n .c -. r aN PsresRnNMe or xv svn'arx~, asrs ±esstawSmxxa+'9w+yygganpE.ns*sRR + Em,Uw - 12” APPROXIMATELY 7 FEET BELOW EX GRADE a. 5 c AATCfewRE+Nm E�m CONTRACTOR TO COORDINATE WITH I FOOD Hn GEOTECHNICAL ENGINEER FOR r = ^-' IN -,� „.,„v ��. R „.,, PROVIDE SEPARATION FABRIC ALONG -// LONG VERIFICATION OF SUBGRADE PRIOR TO ,. ” SIDES OF INFILTRATION TRENCH TO BACKFILL ,sva+w.wv.o+m=...,w 6” INTO RECEPTOR LAYER Pueuc woeKs STD. PLAN M2,00 BIORETENTION SERION - Pu9uCAVOBKs BIORETENTION OVERFLOW OUTLET M. PUTS i6x.ao DO NOT PLACE BETWEEN oEaaRTn4eRT (NO UNDERORAIN) - ILL 17 ' GFPAnrmSrvr STRUCTURE _ BIORETENTION AND GRAVEL OR AT r f BOTTOM OF INFILTRATION TRENCH SECTION A—A NUSL Nrs BIORETENTION FACILITY WITH INFILTRATION TRENCH V COR STD PLAN 262,00 - BIORETENTION SECTION (NO UNDERDRAIN) COR STD PLAN 262.40 - BIORETENTION -OVERFLOW OUTLET STRUCTURE R-398711 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O SURFACE WATER UTILITY (Fitz -James 02/15/2018 rstraka 02/15/2018 O IT, ITS NOT USEDINTO 9 NOT USED l O NOT USED tti i p 4 FOFTE Rte. "=z°' ”'MERSTROMI "°w' 19" """' CITY OF RENTON FIRE STATION 15 1404 N 30TH .STREET 12/22/2017 1932 First Ave Call 3 Working Days SuitE201 Before You DIG! Seattle, WA 98101 I�`''� �5 °TN9 PERMIT RESUBMITTAL 2/12/18 eWSS'ONATt ur IMINOW TOP °Ar""' syN p. 206.725.1211 9E� �\ PERMIT RESUBMITTAL 1/29/18 RENTON, WA 98056 IN NOImm wC3.04 f. 206.973.5344 q �g p BID ADDENDUM NO. 2 I WE RON DATUM Planning/Building/Public Works 16 18 c„m. s� AT PILL Dept. DATE APPR engineeringpllcRwwlpdengineenng.Eom 7-800-424-5555 NO. REVISION BY SP"`"Css"cL' DRrwACE DEALS 18 C0 GO C0 In O O I U T(y� r-1 F�1 F�1 T Q J a) F - z W U O 0 F- U Q F- z z O U U) T z O F a F- W IKE PROJECT INFORMATION ENGINEERED TWSNELL PRODUCT AMBROSIA MANGER: nM.SNELL6$NSWPEC JCEBHEFHV M9&LLE81FP' 253ETSSS312 REQUIREMENT CE.BHFEXV®ADBPIFE.CgA PROTECT NO'. pp2B74 LLLLL Ppme ADVANCED DRAINAGE SYSTEMS, INC. FIRE TRUCK 15 RENTON - WASHINGTON t. cWMBEMaxxLBEaraBncwsGiaaorsacata 2. CHAMBER[ SHALL BE MANUFACTURED FROM OWN POLYPROPYLENE OR FMYETHttNE RESINS. a. CHAMBER ROWS SHML PROVIDE CONTINUOUS, LMRBTRIICIFD HRRXK SPACEMAN NO INTERNAL SUPPORT PANELS THAT WOULD NAME FLOW OR LIMIT ACCESS FOR INSPECTION. A TIE STRUCTURAL DESIGN OFNE CHAMBERS. TME STRUCTURAL BICKEEL AND ME INSTNIATIGR REWIREMENTS$HALL ENSURE THAT THE LOAD FACTORS SPECIFIED INTHE MSMO LATE BRIDGE DESIGN SPECIFICATIONS. SECTION 12.12, ME MET FEEL 1) LONGDURANHI DEAD 0001A MD 2)SHOW DURATION LIVE LOBOS. STEED ON THE AHEAD DESIGN TRUCK WEEK CONST DERATON FOR I MPACT AND MULTIPLE VEHICLE PRESENCE. S. CHAMBERS NAL MEET ASTh1 F2921(FttYETHYLENE)OR MTM M1816(POLYPROPYLENE). ISTMOFJD SPECIFICATION MR MERMYLASTC CORRUGATED WALL STORMNATE0. COLLECTOR CHANGING. S. CHAMBERS SRML BE DESIGNED AND ALLOWABLE LOMA COUPON HIM IN ACCORDANCE WITH ASTM Me?, 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMORMAG CORRUGATED WALL ST]RMWATE0. COLLECTOR CIMMBERS'. 7. ONLY CIMbARA THAT ARE APPROVED WME 511E DESIGN ANSI WILL BE ALLOWED. TIE CHAMBER MMUMIURAR MAKE. SUBMIT THE FOLLOWING UPON REGEEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELR'ERNG CHAMBERS TO TIE PROJECISTE: a A STRUCTURAL EJNUATWN REALED BY A REGISTERED PRCFEMIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL T21 N FOR DEAD LOAD AND IMM MR LINE WMA➢. ME MINIMUM REQUIRED BY ARTS PAGE AND BY A/SMO FCR THERMORASTIC PIPE G A STRUCTURAL EVALUATION EFALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEACONSTATES MAT THE LOAD FACTORS SPECIFIED IN ME MSTO LIKED BMOFE DESIGN SFEOEMOTIONS. SECTION 12.12, ME MET. THE AS YEAR CREEP MODULUS DATA SPECIFIED N ASTM 8418 OR ASTM MATE MUST BE DEED AS PMT OF THE PASHTO STRUCTURAL EVALUATION TO VE W TY LONG-TERM PERM RMMCG v STRUCTURAL CROSS SECTION DOME OR MICH ME STRUCTURAL EVALWTON IS BABPo, S. CIMLBEMMDENOWSaH MPRWIICEDATMIWMIC IIFIMMMUFA MWFACEIIY. IMPORTANT -NOTES FOR THE BIDDING AND INSTALLATION OF THE SC310ISC-740 SYSTEM PRELGiBTRUCTX)N MEETING YAN NE INSTMLEIRS, 2, STORMTHAR SG3108 aGTW CHAMBERS MILL BE INSTALLED IN ACCORDANCE WITH ME'BTGRMIECH SWIG$L]WBDEW CONSTRUCTION CHILI S. CHAMBERS ARE NOT TO BE BSCKFILIEO VAN A COWER OHM EXCAVATOR SITUATED OVERTIRE CRAMBERAL • [TOR RELOMMENIL9SSACWILLMETINGW: VMBOMOH. • RKKFILLLASROWSNIKEBUILT USINGANENAGWATO RON1HEMUN8TONEOR SUMYNDE. • IXILLFMd1ETEGVATpNUSINGAONGWXOEMAVATO0. 4. THEFWNMTIDNWT ESHAUBELEVaWMDCOMPAOTEDm TOPU WCHAMBERS. 5. ROTS BETWEEN CHAMBERS SHALL BE PROPERLY SEARED FAIORTO RACING STORE, B. MMMNNMINIMUM-V(IWmm)WP IXGBETWEENTIEO MRROWB. T EMBEGMEM STLfE SURROUNDING CHAMBERS MOST BEA CUEM, CRUSHED. MGIENR STORE 34HT FACS) mI B. THE CONTRACTOR MUST REPORT ANY DIBCREPMCIM WIIX CHAMBER FOUNDATION IMTERINS BEARUNG CAPACTES TO THE SITE DESIGN ENGINEER, B. AOS RECOMMENDS INE USE OF 'FLEKSTORM CATCH IP REBATES DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STGRMWATER MANAOEMQ SYSTEM FROM CONSTRUCTION SIIE RUNOFF. I. SttMM SCI 0 R SI CHAMBERS MOLL BE INSTALLED IN ACCEPTANCE WITH ME'SMRMTECH9Wt0'SG]4dT4]BO CO19T0.UC GLIDE. 2. THE UTE OF CONSTRUCTION EWIPMEW SON SWIG B DOING CHAMBERS IS DAMAGE: • NOEWIPBENTIa ALLOWEDONEMECIWABERS. NOME TEEDLOAOGR.DUMPTWCLAMMEXCAVATORSAREMLOWFDUNTILPROPERRLLCEP ARERFAGHEDINMCCRE WITHME-STORMIECH SK1310SCI EGA LOXSTRILTW GUIDE, • MOW LIMITS FOR CONSTRUCTION EQUIPMENT CM BE FANO IN TIE BTORMTECH 8W1O8GT4 78) CONSTRUCTION WIDP. S. MLLM'@Mmm)OFSTMIUMDWV WMRMSB RTHECHMIBERSOREQUIREDFMDUMPT KTRAYELGRWMNG UWOFA DOBLTO PUSH EMMMEMB]ONE BETWEEN THEROWCOFCHAMBERY MATCMME MMAGETOTME CKA MMMDMM M ACCERASUE MUMUWD.NIYCHAMBERSDREADEDBYTESUMPMDNBH'I ODMEMOTCOMMDQNMRMEBTGM]ECH BEMWRD WMRMTV. CONTACT STORMTECH AT 1.045 -2BW MH MY QUESTIONS ON INSTAUON REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EW ACCEPTABLE FILL MATERIALS: STORMTECH SC -740 CHAMBER SYSTEMS PHRASE NOTE: 1. TRELISM ANSI 2. DAMNIFY S. WNEIEINI PERMEIERSTOXE (9EENOTED ExG.VATON WALL iG W SE SLOPEDGR VSWCAi) MET FORA' LOCATION MATEWI WHEN PLACED AND COMPACTED IN PAY MDSE YER(CEBWNEO BYBITEr MNENOIMEM) Aa".u�ii• 0IRR B Iril 1B' 12'(YO mmI MIX�z ORS IMI�1L 11 ENOGPMINH (SEE NOTES 151 (12K ) NOTES: 1. 90-74DCWMBERS SHALLCONFORLI TOME MEASUREMENTS DRAWN MIA 'STANDARD BPECRICAUM FOR POLYPRORIENE(PPICFMRIMMDWALLSMPMWATMCFAIECIION CHAMSERY, ORASTMRRABFMMRDGECIFIGATILNMRFCLVETHYLENERE)CpiRUGLTEDWALLMOWWATMCDIJB MCXAMBEAS'. 2. SG740 CHAMBERS SI BE DESIGNED IN ACCORDANCE WITH MTM PONT` STMOIFm PRACTICE FGR STRUCTURAL DESIGN OFTIERM0FLP5TIC CORRUGATED WALL SUMMATION CCLLECTHM CHAMBERS'. S. 'P WEPTPBIE FILL UMTEIRINS TAME ABOVE PACKAGES FMTERRL LOCATIONS. DESCRIPTIONS. GRADATIONS, MO COMPACTION FEWIREMI FOUR FOUNDATION MANAGEMENT. AND FAA - MATERIALS . 4. ME SUE DESIGN ENGINEER 18 RESPONSIBLE FOR MORNING ME ABOARD RESISTACEQMOAELE MEANING WORRY)OF THESUBGRADE WIB AND TUE DEPTH W FOUNDATION STONE WITH CONSIDERATION FON THE IYNOECEEXPECIFD BOL MO M RE CONOTICMA 5. PMIMETERBTOEMUBTBEEKTENDEDHMWWALLYWTHEB%CAVATONWNLFORBOTHVER MDS"MEMAM VATIONWALB B. ONCE UYERC IS RACER.MYSOIUMATERRLGAM BE PLACED IN UYEA'OWTOME FKARIEDGRFLE. MOST PAWMENTSU� WILSCAN BE USEDTOREPDACETHENJOEAILL PFWREMEN19 OF LAYER V OR'D'ATTME SIZE ABANDON ENOMERS DISCRETION. QB rl �I SHEET 3 OF 5 PROPOSED LAYOUT N NQ B STORM S 70CRAMBE0.5 MANIFOLD NOR TO BE DETERMINED BY SITE ASEAN ENGINEER SEE EACH GREAT IT FOR MANIMID SIONG GOII DANCE A SMRMIEOISOLMENDCAPS • WEMMEAOP➢TATIFMOFTIISCHAMBEASVSTEMTOSPECIricMMMJDMSMNWNSTMIWS, IT MAYBE S STONE.IBWASUH NECESSARY$RAI TO GOT AN O COUPLEM)ONWXN. 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REVISION BY DATE APPR ACCORDINGLY STORWIECH DETAILS Do LO 0 0 ^1 U T Q J 0 0 0 0 I L^^L ISL Vl I— z cW U O 0 F- U Q F- z z O U n ��x �j ^ - -DHA 2596-77 13'7.00 (CALCI r'•i rvasns'z2"w - - -- -- _ _ -551+02.39 3-1D" DEG ���,}l '.:J` 1"J&� PIPE IS -r Cri REBAR/ CONTROL CAP 11 �� �� L�� z 12��-2260'6'E OF PROP LINE I 224.04 LT I 1 � END OF FENCE IS N 192409.364' �� �� 3-°�� GRASS 0 0.6'E OF PROP LINE N N E 1302594.966' 6"DEc�� -- --�-PT D_ I EL 220.73' 1o\D\0 - _ _ _ p �-22 LEGEND 11' STEEL FENCE PRO PGST 6 F 2.0'E OF PROP LINE c`�� tz .pEc -2 -� -21--__--z O I _ PROPOSED RESERVOIR LIMITS N - - - - PROPERTY LINE (� ----- - NOT PART OF THIS CONTRACT AND �230� 1 ^ DEc - - - - UNDER SEPARATE PERMIT - EX CONTOUR (INDEX) 26' DEC- '� �� -23/-_ >�5 --z � �� -- EX CONTOUR ,22 AREA 3� ��� `- 20 0 10 20 40 _ _ _ _ RETAINING WALL UNDER - 230- - PROPOSED CONTOUR (INDEX) LID I /' -- �RE,SEFWOIR "` SEPARATE PERMIT BY OTHERS 231 z PROPOSED CONTOUR i �� 10 PARKING STALLS z I � FF °22Q0 I Scale 1°=20' - - - O I �� cgs DEC \ 9' WIDE FF 78.0 FINISHED FLOOR ELEVATION F AL -_--_ - - � � �\ � BY OTHERS I Q PERMEABLE PAVEMENT BY OTHERS ifi'LLLLLLLLLLLd PROPOSED BUILDING 7p / a�� \� PERMEABLE PAVEMENT BASE, RECEPTOR, LAYER r.`.oa E.o1 CONCRETE PAVEMENT /DEC AND TEMPORARY PROTECTION BY CONTRACTOR co (:1)(: ^� 10 HEAVY DUTY ASPHALT -� f - Ea_o� qt.o� PAVEMENT BY OTHERS r\ / PROPOSED PAR #33421 HEAVY DUTY CONCRETE lLl _ _ _30" DEC PROPERTY WORK IN AREA 2 (SHARED) PERMITTED UNDER J LIGHT PER ELEC -t1i SEPARATION LIN THESE DOCUMENTS BUT INDICATED "BY OTHERS" ASPHALT (AC) PAVEMENT e" DEC __ SHALL BE BY RESERVOIR CONTRACTOR. SEE WATER MAIN UNDER SHEET C7.02 PHASE 2 SITE DEMO AND TESC PERVIOUS PAVEMENT SEPARATE PERMIT IS . - - - - TO SEE TEMPORARY CONDITION TO BE BY OTHERS` - 21 INSTALLED BY CONTRACTOR. GRAVEL PATH • - - - - -- -- �� \ " RIM 211 AREA DRAIN W/ DOWNTURNED ELBOW L'=i=r _✓ = RIM 211.fi8 4 SITE WALL PRIVATE FIRE HYDRANT r'1r Cv4 / M✓ -`i �:= �_ �- �- r �- r WORK SE ATION IE 210.07 (6" E) OUT 16.0" _ 1\ VERTICAL CURB UNDER SEPARATE �'�� r 1 \ 1/\9'\-1'\ '-T'\ 1'\ 1_ 1'\ 1 -'Tyre' r\h'\ _-1'\ �\ \yT LINE HAND HOLE FOR FUTURE FIBER EXTENSION PERMIT BY OTHERSS.i ,vii - -� 1-v .1 moi- i �15ij �i --` /`-'r�-'` > \\ \ l TO RESERVOIR CURB AND GUTTER �r P1! 51 �' g•, �' Y ?-'1'-'1r-'-'1r�'r-'1r \ \ \ Is 03' (1)1" CONDUIT FOR FUTURE POLE LIGHTING PER ELEC DRAINAGE SWALE DHA 2596-76\ I 2 _"r%:IT'N=y =y _,rr _-� `,'i ir:- 11 '_''_1'_1'_1 L�N`i=7� ✓ 7: L OF P 30 LF fi" SS 0 2.67 j GRAVEL DISPERSION TRENCH s�i;�ii �`i �'� �;�- "ry �� �"s�'1s�'-�i�s� UPSTR RUCTURE (1)4'CONDUIT FOR FUTURE RESERVOIR PER ELEC Q\'I'N'I .1 -�f Iff x'14'f<A � 1 _/T -1 -X14-14-X14-X14-�15 T'=�15 ��15 �; OCATE (1)4 -CONDUIT FOR FUTURE RESERVOIR PER ELEC BIORETENTION POND N 192252.456" `i's is .L'z-�.1-.1_ �.1- 1 1 1_�.1_�.1' ~ PROVIDE CONNECTION TO EX SSMH IE 209.28 ® QUARRY SPALL DISCHARGE PAD E 1302633.016 I r-• VERIFY IE AND LOCATION PRIOR TO CONSTRUCTION OF ANY PORTION EL 211.80• I-1 VERTICAL ) OF SO AND/OR PLUMBING 8 AREA/YARD DRAIN VERTICAL CURB 2 T- - _ P 3 1a JR `GCURB '.01 :'. \ 6" DCVA INSIDE 10 TRENCH/CHANNEL DRAIN `'v1 0 . MECH EQUIP AND 2-1/2" INSTALLATION PER 40 R2 PAD PER COOD CONNECTION - - - - 0 ON CATCH BASIN TYPE 1 - - CDR STD PLAN 360.5_ - L Sp•_ z 1 MECHANICAL AND FDC CONNECTION L� STRUCTURAL W MECHANICAL COORD CONNECTION W/MECHANICAL CATCH BASIN TYPE 2 O �� -- T9H (40 ULA) W/MECHANICAL RB00 a 21 '- RIM 215.28 STORM DRAINAGE PIPE IE NE 209.28 3e EF 6" DI W SERVICE FOOTING SUBSURFACE DRAIN \ HEAVY DUTY IES 209.18 FOOTING/ SUBSURFACE VERTICAL CURB hT 2 I 1 CONCRETE (TYP) eo1 Oo DETENTION SYSTEM E°_81 BY OTHERS 401 CONS WALK (TYP) I CHANNEL TIO 38 LF 6" DI W FDC LINE r 1 CONC CURB WALL I o o �. I L _ _ _ J BY OTHERS 1 AREA 1: I I 43 LF 2-1/2" W SERVICE ° STORM DRAIN CLEANOUT rPOORD BLDG CONNECTION GAS METER PER MECHANICAL 1 W/MECHANICAL IS 208.3 FIRESTATION #15 S. EN OF E IS CITY FIBER VAULT PER ELEC ° FOOTING DRAIN CLEANOUT (2)1" AND (2)4" CONDUITS FOR 2 ,Q p 0.4' 0 OR LIN (3.6' BELOW FF) r FUTURE IMPROVEMENTS. CAP AT - - _ / FF 212.0 1.5" DCVA PER COR STD PLAN 340.8 y� • DOWNSPOUTS PROPERTY LINE PER ELEC _I .\ OIL WATER SEPARATOR REFER TO SHEET I FOR IRRIGATION PER MECHANICAL \ I 1 I I PLANS X03 SSCO SIDE SEWER PIPE �- \ I / Q E 3342iv-.r�.rr 1/ SEWER CLEANOUT �y CURB TAPER ,` 1 SSCO PER I OIL WATER SEPARATOR I / GATE PER ARCHITECT PER MECHANICAL / COR STD 2" W METER PER COR STD PLAN 320.3 CEICONC CURB WALL APPROX \• / 403.' TO BE INSTALLED BY CITY FORCES qL02 SIDE SEWER CONNECTION 1.5'H BY OTHERS CONC WALK 1" IRRIGATION METER PER COR SID PLAN 320.1 a 0A L CR I (TYR)\\ I \ TO BE INSTALLED BY CITY F RCES P� BOLLARD € 7 ( PLASTIC WHEEL STOP 4. a.01 F 1 10 FIRE HYDRANT i TYP) b 01 PIV PER COR STD PLAN 360.5 3 ADA STALL 20 ((2)3"I WATER FITTINGS 01 z0 0' . \ \ CONDUITS PER ELEC ROT 90400 \' ADA SIGN 8 71 LF11 6 SS L RI FDC PER COR STD PLAN 360.5 WATER SERVICE LINES 1Q HEAVY DUTY ASPHALT N-- • \ao 210.49 I P� � DRIVEWAY BY OTHERS -- \ 39 IE W 21034 . �f 1 WATER METER R15.5' - -� 45 BEND IE E 210.39 (1)2" CONDUIT PER ELEC P3, \ \ - UTORE BOT 20 FIRE HYDRANT PER WATER SERVICE LINES ASPHAL j / I 48 LF 6 55 .t RIGHT-OF-WAY COR STD PLAN 310.1 PLo,? FIRE SERVICE LINE IF NJ ­ 8 z IVE RY 5 - _ 2 G 9 PROVIDE WYE CONNECTION TO EX 8" SS IE 206.04 VERIFY IF AND LOCATION Effm FIRE SERVICE VAULT SE BACK o - PRIOR TO CONSTRUCTION OF ANY PORTION OF SS AND/OR PLUMBING SSCO. AT CONNECTION PER COR STD. 403.1 FIRE SERVICE CONNECTION 200 -soa z m 1225 DRIVE / u, 20' CONIC DRIVEWAY , •� T _ T T--- -T T - T STA. 15+13.17, 23.97' LT 8. p INSTALL EMERGENCY VEHICLE SIGN GAS SERVICE LINE BY 'z } DS ° °' \ V z��-GONCREYTE WALK- tt219.12 W11-8 PER COR STD PLAN 129 '04 APSE CONTRACTOR TO \ - _ - - _ - i�1219 SD_ C COORDINATE a �/ 55 LF 6 DI FIRE SERVICE ¢' 36 CONIC DRIVEWAY PER a COR STD PLAN 104.4 ^". n - h ,PER COR STD PIAN 360.5 �D1p - e-��-SS----SS----55- I' `� -_ 8' HYDRANT MARKER PER 6" DI FIRE SERVICE fico / 39 LF 6" DI FIRE �� R \ SS - SS --r COR STD PLAN 310.3 fOtr- - -- CONNECTION PER COR L`C/=�1n/ HYDRANT CONNECTION PERI 1-�J98701 STA. 12+77.17, 23.88' RT STD PLAN 360.5 (TYP /896.845100,L COR STD PLAN 310.1 � 16+00 g` INSTALL EMERGENCY VEHICLE SIGN 8' CONIC SIDEWALK PER �j� m 53 LF 1- IRRIGA ION SERVIC OF 2 I y COR STD PLAN 102 //7 37 CONNECTION Pfil� COR STD P//..��N 3201.TRANSVERSE FLE%IBLE PVMT PATCH PER COR STD PLAN 110 W-398701 _W11w8 PER COR STD PIAN 129 `� TO BE IN IT BY CITY FO1&° S \ RESTORE IMPACTED PAINT STRIPING IN STREET (TYP) a0 �� W---- W---- 8' PUNTING STRIP-_ 2' IN COMPLIANCE WITH CITY OF RENTON STANDARDS $ - - W--- Ww -- w-'��� --a- w --b__ W_\ \ \ TOP NUT 215.09 CL.o4 3 \�� PER LANDSCAPE _ - D 12"A $ -7-- W�--- ry_ L AN s\4_ D--sD--__<„12'COi\"C__ s, "CNC \a,s STA. to+zzn, 13.m' Rr _^'-�1 "CMP WASTEWATER UTILITY (D �fiICONCRETE-WALK- - esD a _ 53 LF 2" W SERVICE a o STA. 14+20.67, 13.07 RT 1z"X6" TAPPING TEE MJ % FL -SD- DEVELOPMENT ENGINEERING .� CURB AND GUTTER PER - T -=- a- E _CONNECTION PER COR --dJ72"X6" TAPPING TEE (MJ X FIT) CONCRETE BLOCKING ) - 1 a7 w, (Fitz -James 02/15/2018 O dchristen 02/15/2018 +. COR SID PLAN 103 SEX 12" DI WATER MAIN --- -STD PLAN 320.3 TO W/ CONCRETE BLOCKING PVi ASPHALT / A-435 ZONE WITH STATIC PiJ BE INSTALLED BY CIN 2 6' GATE VALVE (FL X MJ) b \ p W\ e STREET LIGHT AND CONTROLLER CABINET PER ELEC PRESSURE OF 96 PSI .SOLID LID) FORCES 6- GTE VALVE P(FIL N 3 OJ1 fa:01 PER COR. STD PLAN 300.1 \ J SURFACE WATER UTILITY OF WATER UTILITY O 1 / I-- �o ✓ I - DRI\/F CB ✓ \50 J A rstraka 02/15/2018 doul Gafour 02/15/2018 8 1932 Flrst Ave 1}4'o WAS y Call 3 Working Days Q b"' CITY OF 12/22/2017 F Suite 201 y •� x 1"=zo' FIRE STATION 15 &mmm Seattle, WA 98101 Before YOU ' PERMIT RESUBMITTAL 2/12/18 "'LIP I�"NTCN 1404 N 30TH STREET p. 206.725.1211 o•a k ap a - PERMIT RESUBMITTAL 1/29/18 `�' SMN RENTON, WA 98056 1.206.973.5344 lsnac F� oDATUM np 1 p 2 BID ADDENDUM N0. 2 171-671-8 a ASSIONpL G"E Planning/Building/Public Works Dept. ow"^4,QQ engineering pllc w .Ipdenglneedng.mm 7-800-424-5555 N0, REVISION BY DATE APPR ^ ^ "a' UTILITIES AND PAVING wm 14 a18 00 LO 0 jo W, H H T J F�a T IL co F - Z U.1 U Q Z 0 T FL Q J a) H Z w O 0 U FININZ O LO Z IIIa LL EXPANSION JOINTN OTE: 2 LAYERS 4" WHITE PAINT 3/4"0x18' LOAD TRANSFER STRIPE � 14 ® 18" O.C. EACH SMOOTH DOWEL BAR W/MIN SMOOTH DUMMY JOINT ®20' O.C. 3/16"x1 1/2" FIXt ON -SIZE USE ONLY S� C7 WAY MIN 2" COVER 9" EMBEDMENT ® 12" O.G PREMOLDED CONT MASTIC JOINT STRIP R, 3" (SAWCUT JOINT ® CONTRACTOR'S OPTION) A0 c •� •'- 4" MIN CONCRETE- ONCRETE 1. 1A> " BROOM SIDEWALK o S 11.1 FlNISH INNINNINNI 00 0 0 0 0 0 2 /2" o o- 0 0 0 0 0 0 °• ° .'D -r' > S. 3-1/2" o aTNT p oO, 0 0 o00�nOCNIT,0�o00�oo��p o��p oo�o�p o�o�po DF � EACH PARKING SPACE RESERVED FOR PERSONS O:40 O.0 O:.0 NO -O o° O:oo 4" METAL POST NOTES: WITH PHYSICAL DISABILITIES SHALL BE ��°� (°d • ,� .M.� � � v v v v A A IDENTIFIED BY A REFLECTOR ZED SIGN 0 000' 0 Opop�pooppooppoopp`N Anoppop 0 0 0 0 0 0 x 0 0 0 0.0 0 0 0.0 0 0 4" MIN CRUSHED SURFACING 1. METAL POSTS SHALL BE TELESPAR WICK PUNCH PERMANENTLY POSTED IMMEDIATELY ADJACENT LzYi TOP COURSE 5' POI TO AND VISIBLE FROM EACH STALL OR SPACE U) / 2. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIAM. CONSISTING OF A PROFILE VIEW OF A r 6 CEMENT CONCRETE HOLE. ANCHOR LENGTH MAY BE DECREASED TO WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK Z PAVEMENT 4000 PSI w 12". BLUE BACKGROUND. THE SIGN SHALL NOT BE 3" COMPACTED DEPTH 5/8" MINUS ,0 3. POST SHALL BE ROLLED CARBON SHEET STEEL, SMALLER THAN 70 SQUARE INCHES IN AREA F CRUSHED SURFACE TOP COURSE NOTE;t ASTM /570 GRADE 50 AND BE HOT DIPPED AND SHALL BE CENTERED ON AND JUST a GALVANIZED AASHTO M-120 YIELD STRENGTH BEYOND THE FRONT EDGE OF THE PARKING Q 3" COMPACTED DEPTH 1-1/4" MINUS 1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK). 60,000 PSI MIN. POST SHALL HAVE 7/16" STALL. SIGNS MAY ALSO BE HUNG ON THE CRUSHED SURFACE BASE COURSE 2. PLACE TOOL JOINTS ON WALKWAY WITHIN ROW TO MATCH EX SIDEWALK SCORING DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL WALL AT THE INTERIOR END OF THE PARKING PATTERN. TOOL JOINT ON-SITE SHALL BE PER SHEET L001. LENGTH, FOUR SIDES. SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 III NOTES: 12" (MIN) GRAVEL BORROW COMPACTED TO 3.IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT WITHIN WALK 4. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH INCHES ABOVE THE PARKING SPACE FINISHED 95% MAX DENSITY PER ASTM D1557, OR TO CORRESPOND TO JOINTING PER LANDSCAPE. GRADE. SIDE 2" FROM TOP END. FINISH SHALL EE ZINC 1. PLACE CONTRACTION JOINTS AT MAX 10 O.C. EXISTING SUBGRADE MATERIAL FIRM AND 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM N ADDITIONAL SIGN SHALL ALSO BE POSTED, LL. UNYIELDING AS DETERMINED BY A 3 -PASS BOTH DIRECTIONS ON SLAB. CONTRACTIONA500 EXISTING SCORING PATTERN &CONCRETE FINISH. V-4" GRADE B. IN A CONSPICUOUS PLACE, AT EACH ENTRANCE I JOINTS SHALL BE MADE BY SAW -CUT OR PROOF ROLL WITH A FULLY LOADED DUMP J TWO LAYER 8 11 5. DRIVE RIVETS TO BE 3/8" DIA. OFF-STREET PARKING FACILITIES, OR TOOLED INTO CONCRETE DURING PLACEMENT. TRUCK. WHITE PAINT E TE06 6. CORNER DOLTS TO BE TLCB516M. IMMEDIATELY ADJACENT TO AND VISIBLE FROM IM 2. CONCRETE FINISH & JOINTING PER NTS /� NTS / MS 3 EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN '7 INCHES BY 22 INCHES IN HEAVY DUTY CONCRETE PAVEMENT CONCRETE WALKWAY L ADA STALL AND BLOCKOUT STRIPING LANDSCAPE IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND NOTE: CONSPICUOUSLY STATES THE FOLLOWING: FOR ON-SITE USE ONLY CORNER BOLT SIGN POST SQUARE SEE NOTE 7 SI UNAUTHORIZED VEHICLES PARKED IN X 2", 14 GAUGE DESIGNATED DISABLED PARKING SPACES NOT 2^ 0 QUICK PUNCH DISPLAYING DISTINGUISHING PLACARDS OR 5-1/2" 2' MINIMUM L GROUND SURFACE LICENSE PLATES ISSUED FOR PHYSICALLY SLOPE VARIES DISABLED PERSONS MAY BE TOWED AWAY AT HEAVY DUTY 7'R, AN ,. OWNER'S EXPENSE. TOWED VEHICLES MAY BE ASPHALT PAVEMENT 6 -FOOT WIPE g^ \ e.� RECLAIMED AT ____________ OR HEAVY DUTY CONCRETE ASPHALT RECYCLED PLASTIC ____ __ OR BY TELEPHONING uoy uoy OR PERMEABLE PAVEMENT (I�I 6' PAVEMENT WHEELSTOP (GREY) - ---- " 22" v ------------- 8 ALOWERSUPPOSIGN POST 1 1 n RESERVED RESERVED PARKING PARKING 2.5" X 2.5 O.D. ANN >A o� _I II 2 jam^ M " 7 GAUGE, LENGTH 5 SEE NOTE 5 A ASIGN ASSEMBLY jN'LOWER SIGN v o o SIGN POST ° ° POST SUPPORT10" MIN ASPHALT PAVEMENT EMBED DRIVE RIVET OR V ATTACH SIGN WITH WMIN 0°0 o 0 0 HEX BOLT TYP ^�CAST-IN-PLACE ( ) 2 DRIVE RIVETS 2 - #4 CONT. CONCRETEo o SEE NOTE 5 y � �{3 REBAR PRE -DRILL ° ° BOLT STOP FOR CONCRETE THICKENED EDGE 5/8" HOLE & FILL 0 0 SIGN POST 7-3/4" 4" MIN CRUSHED SURFACING W/ EPDXY 0 0 TOP COURSE 1906EI111C VIEWITS s 5 NN CONCRETE VERTICAL CURB TYPICAL 6 7 NTS p ADA SIGN W POST 8 ASPHALT CONCRETE TRANSITIO PLASTIC WHEEL STOP PERVIOUS CONCRETE PAVEMENT AND CHOKER BY OTHERS FANEA— I, ASMI A INSTALLATION OF BASE BY CONTRACTOR REMOVE 12" 7A n i s z+. .' " �/ OVERLAP OF"I REMOVE�/ \ / \ / \ / \ / \ / \ FABRIC BY FABRIC BY /I /I /I /I /I_� /I OTHERS L� xa�'..; OTHERS - cEMuu A aw - .A Y` mw MIN cjM .!—" MIN 1u Mme q " • m .NOTES: 'O (NNNo o o O o o O o O O O O o 1. FOR INSTALLATION Jo�00o�0 X00 Oo�00o�000�0 Cc> 00000 I BY CONTRACTOR 12" CIA � p 0� p 0� p 0� p 0� p 0� p 0� p 0� 0 00 REFER TO DETAIL ODO O DODO p ODO cie Cuceµouuim •, OOO OODO OODO OOD OOUO 6 SHEET C1.2 Oo0 0 AGE0�00�0 OOo .,,.m., �.. )c> Cc> OOo�p00��p 00�0pCIO 0 0p00�0p00 00 IIt,AI��\Tl�, -- 0�0p0 CIO�0p00 ODO O O -GEOTECHNICAL �q+.:�• �' _ . "s ^ --11 DOD000O DODO OODOOODOOODO DODO 00 JOo00o Oo0 OOo OOo OOo 0 00 0 00 0 00 ENGINEER TO REVIEW �� 30�000�0 X00 Oo�00 o�000�000�000�000�00 AND APPROVE p00 p 0 p0 0 Opo pp0 pp0 p00 p0 m -e°• p0 00 AnUTT, RECHARGED BED x:'J- " MATERIAL V A A cse�¢srnaweeesrox \ REPLACE AS - - / / NECESSARY WHERE �\ \ �\�^'~^ ce°aesse Of1B 3Ee"0° n —v •• ^"J'N.,"%'1 \�/.l1� FOWLED BY SILT OR OTHER DELETERIOUS SUBGRADE RECEPTOR 10" DEPTH PERVIOUS CONCRETE PAVING MATERIAL (BY APPROXIMATLY 7.5' BY OTHERS .. r wro.a �j�- , ` 8 " OTHERS ) .' y:.". BELOW EXISTING GRADE 1" CHOKER COURSE PER GEOTECHNICAL SUBGRADE TO BE RECOMMENDATIONS BY OTHERS GDMFlRMED BY Rte® .-.-� 1 u JlUWINl �wl'9 " • GEOTECHNICAL NON WOVEN GEOSYNTHETIC FABRIC PER WSDOT 9-33.2(1) ....MMo. s., - - R-398715 RECOMMENDATIONS 36" MIN RECHARGE BED MATERIAL CEMENT CONICUTTE eSECIL EX SUBGRADE GEOTECHNICAL ENGINEER TO REVIEW INSTALLATION 1. MINE MARM COMINGmc aaerte. 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SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM 01557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA DEVELOPMENTENGINEERING REM 3 SECTION 5-04. ;{� PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. IFI12-James 02/15/2018 € CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. OF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE I MS MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 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SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM 01557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA DEVELOPMENTENGINEERING REM 3 SECTION 5-04. ;{� PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. IFI12-James 02/15/2018 € CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. OF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE I MS MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS1" = 5' a ASPHALT PAVEMENT - HEAVY DUTY tti J n ASPHALT PAVEMENT- HEAVY DUTY -ALT 1 WEST ENTRANCE DETAIL 11 4�,sFONE Imm1932 HIM Ave Call 3 Working Days e °° H 9 `""` 1"=20' ^'� TNT IN ' ®� CITY OF FIRE STATION 15 12/22/2017 Suite 201n Seattle, WA 98101 Before n\`^�iOU DI I N z PERMIT RESUBMITTAL 2/12/18 orae WP `R RENTON 1404 N 30TH STREET p. 206.725.1211 ,9�' il - R 1 N o PERMIT RESUBMITTAL 1/29/18 ENN"@SMN RENTON, WA 98056 � . f. 206.973.5344 eb3 I'(� F, msrsss �y`�' Oil p BID ADDENDUM NO. 2 I /16/_18 DATUM esS70NAL ` �- xcwm.w Planning/Building/Public Works Dept. C4.03 engineering pllc wxw.lp4engine ngmm 7-800-424-5555 IF NET WE HER NO. REVISION BY DATE APER ANTINSEN UTLfTY AND PAVING DETAILS T Q J F_ Z W O 0 U F_ F_ Z 0 — �—`N4 s Tom- FMI WIN IIINFENI -- Tons —ITIFINTITINNITTIT,11. S ITTITTENI PI fiWORK' a.e e 1 I'1 141 �TI -mom S P ra IT ,. I j �uNe n04 I S SKY _ ENt TE. AV d♦ S. Nis – cne...m cnAAa wnx a�reWIT FENNKIN-'.N- Um Nis COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH COR STD PLAN 102 CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE 3 COR STD PLAN 104,4- CEMENT CONCRETE DRIVEWAY ENTRANCE 4 C w\hw w,� 1 4:•�• i a w¢ t s „y OWNS Kmwe¢–� IFINISH SURFACE PER PLANS .. —� 20 i' bLN IS Fvp p t N NEAT -LINE TRENCH (TYP) \ `" .,r:7i""`.wwm•w '�"" WHEN DEPTH IS LESS THAN I \ 4FT HITT A / TRENCH BACKFILL PER \ — — — — — 7,71 KIWIi. :'.:'-�. --- --"-- PROJECT SPECIFICATIONS. 120667 m \ 207,21 7 / Scale 1"_5. eas.E!"sx d a\. d /. Tc EJI ✓ PIPE �iv rw ',• /• \ 4" MI 206511P P d 20)09 O {' WIN. IF,CDF PER WSDOT STD SPEC 30" MAX _ d d C msm 2-09.3(1)E — —1— -- — -- VEM STANoneoslo[eewM- d a ixnAUAmx ��-� \d d 4 3 °°�°"""' Is6x'6x MMxronmv[xnux[) MS NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION 5 CDF TRENCH BACKFILL a d 4.4 C d SAWCUT, TACK COAT AND SAW -CUT, TACK COAT AND \ FINISHED GRADE 12 GMATCHRADE EX ASPHALT MATCH EX ASPHALT GRADE FINISHED GRADE EXISTING ASPHALT i EXI TING ASPHALT 12 ��. NOTE: " FOR ON-SITE USE ONLY EX PAVEMENT SUB -BASE MUST \ FOR ON-SIIE USE ONLY 20665 FL 306.89 Ri / BE COMPACTED TO 95% MAX. / DENSITY PER ASTM D1557207.43 UNDISTURBED PAVEMENT 4:1)20' CONIC DRIVEWAY PER 20)43 R o��o oL po�0 0� O Oo SUB -BASE MUST BE u COR STD PLAN 104.4 o U 4" HMA CLASS 1/2" ASPHALT 6vc. a MODIFIED AS SHOWN CONCRETE PAVEMENT oho ao COMPACTED TO 959. MAX. " DENSITY PER ASTM D1557 O 1 0 t o k 7 Oo0no0o OoC OO O� O �. oc UoC U 6" CRUSHED SURFACING BASE a'° ; , :b o a'- COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% 3" HMA CLASS 1/2" ASPHALT CONCRETE MAX DENSITY PAVEMENT / SUBGRADE COMPACTED 4" ATB € J// 12° GRAVEL BORROW PER WSDOTACTT TO FIRM UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE W-398703 g SECTION 9-03.14(1), COMPACT TO �] Q t SUBGRADE COMPACTED PER 95% MAX DENSITY PER ACTWSDOT SECTION X DENSITY S-398703 GEOTECHNICAL COMPACT TO 959, MAX DENSITY £ OR EX SUBGRADE MOISTURE g RECOMMENDATIONS CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX R-398717 NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX IN COMPLIANCE WITH CITY OF RENTON STANDARDS a L SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM 01557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA DEVELOPMENTENGINEERING REM 3 SECTION 5-04. ;{� PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. IFI12-James 02/15/2018 € CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. OF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE I MS MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS1" = 5' a ASPHALT PAVEMENT - HEAVY DUTY tti J n ASPHALT PAVEMENT- HEAVY DUTY -ALT 1 WEST ENTRANCE DETAIL 11 4�,sFONE Imm1932 HIM Ave Call 3 Working Days e °° H 9 `""` 1"=20' ^'� TNT IN ' ®� CITY OF FIRE STATION 15 12/22/2017 Suite 201n Seattle, WA 98101 Before n\`^�iOU DI I N z PERMIT RESUBMITTAL 2/12/18 orae WP `R RENTON 1404 N 30TH STREET p. 206.725.1211 ,9�' il - R 1 N o PERMIT RESUBMITTAL 1/29/18 ENN"@SMN RENTON, WA 98056 � . f. 206.973.5344 eb3 I'(� F, msrsss �y`�' Oil p BID ADDENDUM NO. 2 I /16/_18 DATUM esS70NAL ` �- xcwm.w Planning/Building/Public Works Dept. C4.03 engineering pllc wxw.lp4engine ngmm 7-800-424-5555 IF NET WE HER NO. REVISION BY DATE APER ANTINSEN UTLfTY AND PAVING DETAILS T Q J F_ Z W O 0 U F_ F_ Z 0 v 10 - KKK - WIN IIINFENI -- Tons a.e e IT TwINKIKITy. w ._.. 7 .. �,y N L'dxrYVwmt♦.Ywt yIT Im ' _ ..1 I'1 141 �TI -mom S P ra IT ,. I j �uNe n04 I S SKY _ ENt TE. AV d♦ S. Nis – cne...m cnAAa wnx a�reWIT FENNKIN-'.N- Um Nis COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH COR STD PLAN 102 CEMENT CONCRETE SIDEWALK 2 COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE 3 COR STD PLAN 104,4- CEMENT CONCRETE DRIVEWAY ENTRANCE 4 C w\hw w,� 1 4:•�• i a w¢ t s „y OWNS Kmwe¢–� IFINISH SURFACE PER PLANS .. —� 20 i' bLN IS Fvp p t N NEAT -LINE TRENCH (TYP) \ `" .,r:7i""`.wwm•w '�"" WHEN DEPTH IS LESS THAN I \ 4FT HITT A / TRENCH BACKFILL PER \ — — — — — 7,71 KIWIi. :'.:'-�. --- --"-- PROJECT SPECIFICATIONS. 120667 m \ 207,21 7 / Scale 1"_5. eas.E!"sx d a\. d /. Tc EJI ✓ PIPE �iv rw ',• /• \ 4" MI 206511P P d 20)09 O {' WIN. IF,CDF PER WSDOT STD SPEC 30" MAX _ d d C msm 2-09.3(1)E — —1— -- — -- VEM STANoneoslo[eewM- d a ixnAUAmx ��-� \d d 4 3 °°�°"""' Is6x'6x MMxronmv[xnux[) MS NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION 5 CDF TRENCH BACKFILL a d 4.4 C d SAWCUT, TACK COAT AND SAW -CUT, TACK COAT AND \ FINISHED GRADE 12 GMATCHRADE EX ASPHALT MATCH EX ASPHALT GRADE FINISHED GRADE EXISTING ASPHALT i EXI TING ASPHALT 12 ��. NOTE: " FOR ON-SITE USE ONLY EX PAVEMENT SUB -BASE MUST \ FOR ON-SIIE USE ONLY 20665 FL 306.89 Ri / BE COMPACTED TO 95% MAX. / DENSITY PER ASTM D1557207.43 UNDISTURBED PAVEMENT 4:1)20' CONIC DRIVEWAY PER 20)43 R o��o oL po�0 0� O Oo SUB -BASE MUST BE u COR STD PLAN 104.4 o U 4" HMA CLASS 1/2" ASPHALT 6vc. a MODIFIED AS SHOWN CONCRETE PAVEMENT oho ao COMPACTED TO 959. MAX. " DENSITY PER ASTM D1557 O 1 0 t o k 7 Oo0no0o OoC OO O� O �. oc UoC U 6" CRUSHED SURFACING BASE a'° ; , :b o a'- COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% 3" HMA CLASS 1/2" ASPHALT CONCRETE MAX DENSITY PAVEMENT / SUBGRADE COMPACTED 4" ATB € J// 12° GRAVEL BORROW PER WSDOTACTT TO FIRM UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE W-398703 g SECTION 9-03.14(1), COMPACT TO �] Q t SUBGRADE COMPACTED PER 95% MAX DENSITY PER ACTWSDOT SECTION X DENSITY S-398703 GEOTECHNICAL COMPACT TO 959, MAX DENSITY £ OR EX SUBGRADE MOISTURE g RECOMMENDATIONS CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX R-398717 NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX IN COMPLIANCE WITH CITY OF RENTON STANDARDS a L SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM 01557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA DEVELOPMENTENGINEERING REM 3 SECTION 5-04. ;{� PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. IFI12-James 02/15/2018 € CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. OF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE I MS MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS1" = 5' a ASPHALT PAVEMENT - HEAVY DUTY tti J n ASPHALT PAVEMENT- HEAVY DUTY -ALT 1 WEST ENTRANCE DETAIL 11 4�,sFONE Imm1932 HIM Ave Call 3 Working Days e °° H 9 `""` 1"=20' ^'� TNT IN ' ®� CITY OF FIRE STATION 15 12/22/2017 Suite 201n Seattle, WA 98101 Before n\`^�iOU DI I N z PERMIT RESUBMITTAL 2/12/18 orae WP `R RENTON 1404 N 30TH STREET p. 206.725.1211 ,9�' il - R 1 N o PERMIT RESUBMITTAL 1/29/18 ENN"@SMN RENTON, WA 98056 � . f. 206.973.5344 eb3 I'(� F, msrsss �y`�' Oil p BID ADDENDUM NO. 2 I /16/_18 DATUM esS70NAL ` �- xcwm.w Planning/Building/Public Works Dept. C4.03 engineering pllc wxw.lp4engine ngmm 7-800-424-5555 IF NET WE HER NO. REVISION BY DATE APER ANTINSEN UTLfTY AND PAVING DETAILS T Q J F_ Z W O 0 U F_ F_ Z 0 01 N '1m N D- I 00 CO I 0 F_ T y`0 VJ W D_ WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISIONS AND WSDOT/APWA STANDARD SPECIFI. 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 CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION 50 AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-555. 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 WATERMAIN 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 BE 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 A21.10.87 AND ANSI AWWA C110 A21.10.87 OR COMBINATION OF ANSI AWWA C110 / / / C110/ A21.10.87 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. 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 NOEPRENE 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, HAROCOAT 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. 12FIRE 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 WATERMAINS 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 WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR 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 WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATION 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 WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE 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 CONTRACTOR'S 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 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S 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 UNDER IMPROVED AREAS. SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND 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 PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION 7. PLANS APPROVED BY THE CIN OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12.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. 13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 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. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTION TO MATCH PAVING. NTS L SANITARY SEWER NOTES V JOINT (TYR) WALKWAY NTS LANDSCAPE MAINTENANCE STRIP 3 VERTICAL CONCRETE CURB b IAFLN CONC PAVEMENT 2" FINISH GRADE Jl a I I -J NTS J CURB TAPER / w 12" X 12" FRAME AND GRATE (SATHER MANUFACTURING 1212 FRAME AND GRATE OR APPROVED EQUAL) 1!6 " RISER T12Z"ISER 18" RISER 18" JUNCTION BOX { 17" X 17" AREA DRAIN BY CUZ CONCRETE PRODUCTS OR EQUAL NTS 1811 x 1811 AREA DRAIN NTS NTSNTS WATER UTILITY NOTES 9 lti J 0 NOT USED 10 NOT USED 4 1932 TIM Ave Call 3 Working Days eW�SSIONATt peH 9 "'I "°wIIII CITY OF Imm Suite 201 Before u DIG! @ P =zo Seattle, WA 98101 PERMIT RESUBMITTAL 2/12/18 * RENTON p. 206. 73.5341 9 PERMIT RESUBMITTAL 1/29/18 w.�.SMNf. 206.973.5344 �g p BID ADDENDUM NO. 2 I 16 18 Planning/Building/Public Works Dept. engineering pIIc wNN.lpdengineedngmm 7-800-424-5555 NO. REVISION BY DATE APPR XAE"C0N"`L' MOUNTING ON EXISTING METAL POLE OR LUMINAIRE. � f t%�� Me �%A�nSf r OV.I.,A. MINArEa s011f;MGST law `S$���" 15La C�caar�>�Afl@£i XA LNOV. �_IF FnNfdepIIlg/Lr�, A(e !pETV ' i A . V47 $N ipf )IGy�5�4'' r ee) �l1OM PAti ORIENTATOM'. u pO51E TYPE ST -4 SIGN SUPPORT MOUNTING ON METAL POST SIGN URI.IG 111DRR5� IC i OST p dEPARTMENT� FA Pl3TED NTS COR STD PLAN 129 - SIGN MOUNTING ON SINGLE METAL POST W-398704 S-398704 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 02/15/2018 ' FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 X01LD Q J F_ Z cW G U O 0 F_ U F_ Z 0 00 04)M LO Z O Q ci H W m LL NOTES 1, SURVEY REFERENCES: -(RI) AMENDED RECORD OF SURVEY RECORDED UNDER REC. No. 20060509900013, BY PERMET INC. (VOLUME 204, PAGES 081) -(R2) SHORT PLAT MAP RECORDED UNDER REG. No, 2004072790000E BY CENTAUR LAND SURVEYING. (VOLUME 174, PAGE 236) 2 ALL MONUMENTS VISITED DURING OCTOBER 2016 UNLESS OTHERWISE NOTED. 3. EQUIPMENTTIE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY WAS A LEICA TCRA 1101 TOTAL STATION, SN# 624750. 4. BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, HAD 83(91), AS PRESCRIBED BY THE CITY OF RENTON. 5. CONTOUR INTERVAL: (1) ONE FOOT 6. VERTICAL DATIM: NORTH AMERICAN VERTICAL DATIIM 1988 (NAW 88) AS EXTENDED FROM CITY OF RENTON BENCHMARK COR -341 VIA CONVENTIONAL TRAVERSE TECHNIQUES. Z. CITY OF REACTION ZONING: CN -COMMERCIAL NEIGHBORHOOD R6 -RESIDENTIAL - 6 Di BID (I - CITY OF RENTON COR341 TOP STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3' EAST OF CENTERLINE OF INTERSECTION PARK AVENUE NORTH AND NORTH 30TH STREET ELEVATION = 201.26' BM 2 - CITY OF RENTON COR 526 TOP HARD NAIL 2C EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLACE ELEVATION = 18209' THIS PARCEL LIES COMPLETELY WUMIN ZONE X AS SHOWN ON FIRM(TLOOD INFORMATION RATE MAP) 53033CO644 F AS REVISED ON MAY 76, 1995.(PANEL 644 OF 1725) ZONE X IS DEFINED AS AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOODPLAIN. AS MERE IS NO FLOOD HAZARD, NO ELEVATION CERTIFICATE IS REQUIRED. TO WHOM IT MAY CONCERN THIS IS i0 CERTIFY THAT THIS MAP OR PLAT AND ME SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE MEN TIE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/AGSM LAND TITLESURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. ME FIELD WORK WAS COMPLETED ON OCTOBER 10. 2016 •• W REGISTRATION NO. M798 1\� P.'JL DOUGLAS A. HARRILAN, PUS 30' 15' 0 30' 60' SCAL- IN FEET MH3486 (48"DIA) RIM 202.21 IS W 194.81 IS E 194.91 CHANNELED BOTTOM WJ - TOP CASE 202.30 TOP NUT 201.03 CB I (SOLID LID) RIM 200.99 BE 199.24 I DHA 2596-J2 IS W 198.24 MON IN CASE SO i 196.64 PROJECT BENpIMARK dl CITY OF N RENI1 CCR -341 N 192116.38' E 13022]).01' o EL 201.26' BI RIM 199.05 H IEE 19595 IS W 19585- 2P ID(CONL BOT 193.75 lCmvc�- � ---SS- _-- SS- --- WV CONC I TOP CASE 201.32 TOP NUT 199.42 12'CONSCD -1 Ia RSOLID LID No CB I IM 195.67RIM 200.17 3°� IE W 193.67 1 IS W 198.37 i IS S 193.97 IS E 198.17 0. IEE 193.77 BUT 196.77 BOT 192.07 WN IS I 2I TOP CASE 201.29 RIM 202.48 CB TOP NUT 199.40 IS W 199.93 RIM 202.35 IS 199.98 IF N 200.46 BOT 198.28 IF SE 200.461 AAli A/ALWC71i Q OV- BOT 197. 71, I DHA 2596-56 MON IN CASE - - - - - - C M-527 - - - - - - - N 192653.01' DHA CONTROL CA] E 1302294.60' REBAR/ CONTROL CAP N 192409.364' E 1302594.,73' L 220.73 Z STEEL FENCE POST 2.0'E OF PROP LINE WOOD FENCE POST 1 RUDE OF PROP ONE PARCEL #334210-3215 26" DEC-; V' y I � � � 5' BOUT IN DISREPAIR 1 A Or' 1 2-12" DEC { K[OL It $DEE N0. - D' T L C N T ---- IIAGTOO SEA--- ] w WASx ON T - LAKE ADDTT a TRACT 39 FENCE IS 1s'E I OF PROP LINE ILL (ti I DHA 2596-J6 w d' REBAR/ CONTROL CAP N mo N 192252.456' n � �. 1 E 130 2631016' EL 211.60' I I 2 r - - - - -- I � CB I PARCEL #334210-3248 1 RIM 201.98 IS N 199.88 IS S 199.93 i CHANNELED B070M u 251 CB 1 CB 1 'S < RIM 202.04 GE I RIM 205.40 F IF N 200.14 CB I RIM 204.7.7 I IS N 202.50 y1 IF W 200.09 RIM 203.00 IE N 202.42 IS W 202.40 IF E 200.19 IF N 200.35 I IS E 202.45 \ W 201.9) �- BOT 199 64 IF W 20055 BOT 202.30 ASPHALT E 202.2) ASPHALT IE E 200.30 DRIVE _ o DRIVE BOT 199.95 ASPHALT BOT 201.82 h ASPHALT PENCE IS L ur 111 io- - _ _ DprvE vT-9a (cALc)(PUT) / DRYSVE n ryoIi f ASPHII --- SS-- SS---- SS ----,5 281.99 (FALL) S TOP CAGtP20319 589174'29"" / 8 CONC ---SS---SS-y--SS- --55�- SS----SS-- TOP NUT 199,1)w W - W_ - W --W12" \Wk� W -♦- \ -W W- - - - FENCE CORNER IS j2.9'1 OF PROP LINE PARCEL #334210-3239 LINETYPES -X-X- SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF EASEMENT LINE ----OE----0E- OVERHEAD POWER LINE SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. RIGHT OF WAY - - - - LOT LINES CITY OF RENTON, KING COUNTY, WASHINGTON. _ N. 32ND ST. LEXIII YM ---- G---- G- ABBREVIATIONS ---- E - - - - E - Y -- - - OE--- - 01 O SANITARY SEWER MANHOLE FIRE HYDRANT B BIRCH TREE -- - - SD--- - SD- UNDERGROUND STORM LINE N SIGN � SET REBAR AND CAP LSg36 ]98 A ALDER TREE PERMITTED A LAW, ASFOR TH O. HILLMAN'S LAKE RESTRICTON IS H ON G IVE 0 CATV/TELEPHONE JUNCTION BOX O FOUND I" IRON PIPE RECORDING N0: 304519 _ FENCE IS OSS OF PROP ONE DEC DECIDUOUS TREE /UPSTREAM NOT LOCATED BACK TAXES FOR A POSSIBLE THREE TO TEN YEAR PERIOD, DEPENDING UPON THE ACTUAL USE CLASSIFICATION OF ME PROPERTY DURING ITS EXEMPT STATUS. INQUIRY SHOULD BE MADE TO TRE TW CASE206 ❑ CATCH BASIN (TYPE I) 19 MONUMENT IN CASEDHA FT FRUIT TREE LEVY CODE: 2100 2596-57 MON IN CASE CONIFER TREE © POWER VAULT ORN ORNAMENTAL TREE RIM 215.28 25' COR -11]6 DECIDUOUS TREE -CE POKER POLE I EVIDENCE. CHANNELED 6070M N 192]]6.53' RIM 2111 M MAPLE TREE RCC M1202.40 ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO E 1302298.61' 0 DHA SURVEY CONTROL Q TELEPHONE MANHOLE ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY PARCEL #334210-3237 r,^ EL 192.73' LIC -HT POLE OW P WATER MANHOLE PINE TREE I N. END OF FENCE IS I UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT ME UTIUTY OWNER/AGENCY AND URURES F FIR TREE olm TOPOGRAPHIC MAPPING: ME MAP SHOWN HEREON IS ME RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & RIM 212 ® WATER METER WHEELCHAIR RAMP PP/UG POWER POLE W/ UNDERGROUND POWER IF W 210.3 f IEE 210.399 N WATER VALVE CLF CHAIN LINK FENCE 218.f02 / 214.44 <+RIM IE NE 216 42 197'90 WF VERTICAL BOARD FENCE EL MORA' IF W 205.40 BNO BARB W9RE FENCE I DHA 2596-56 MON IN CASE - - - - - - C M-527 - - - - - - - N 192653.01' DHA CONTROL CA] E 1302294.60' REBAR/ CONTROL CAP N 192409.364' E 1302594.,73' L 220.73 Z STEEL FENCE POST 2.0'E OF PROP LINE WOOD FENCE POST 1 RUDE OF PROP ONE PARCEL #334210-3215 26" DEC-; V' y I � � � 5' BOUT IN DISREPAIR 1 A Or' 1 2-12" DEC { K[OL It $DEE N0. - D' T L C N T ---- IIAGTOO SEA--- ] w WASx ON T - LAKE ADDTT a TRACT 39 FENCE IS 1s'E I OF PROP LINE ILL (ti I DHA 2596-J6 w d' REBAR/ CONTROL CAP N mo N 192252.456' n � �. 1 E 130 2631016' EL 211.60' I I 2 r - - - - -- I � CB I PARCEL #334210-3248 1 RIM 201.98 IS N 199.88 IS S 199.93 i CHANNELED B070M u 251 CB 1 CB 1 'S < RIM 202.04 GE I RIM 205.40 F IF N 200.14 CB I RIM 204.7.7 I IS N 202.50 y1 IF W 200.09 RIM 203.00 IE N 202.42 IS W 202.40 IF E 200.19 IF N 200.35 I IS E 202.45 \ W 201.9) �- BOT 199 64 IF W 20055 BOT 202.30 ASPHALT E 202.2) ASPHALT IE E 200.30 DRIVE _ o DRIVE BOT 199.95 ASPHALT BOT 201.82 h ASPHALT PENCE IS L ur 111 io- - _ _ DprvE vT-9a (cALc)(PUT) / DRYSVE n ryoIi f ASPHII --- SS-- SS---- SS ----,5 281.99 (FALL) S TOP CAGtP20319 589174'29"" / 8 CONC ---SS---SS-y--SS- --55�- SS----SS-- TOP NUT 199,1)w W - W_ - W --W12" \Wk� W -♦- \ -W W- - - - FENCE CORNER IS j2.9'1 OF PROP LINE PARCEL #334210-3239 07% PARCEL #334210-3226 LINE \❑g�SGW (CALC) N891)5 22"W Y(RON PIPE IS 2-1 DFC- 226 O6'E OF PROP ONE ~ \ \ 3-4KDEC /~ 8" DEC \ - - - _ .225- T2 FT x222 _ v4" DEC \ \ 6USOE \ - _ 221- " � CRA55 224 \ i IL,} 10" DEC \ -12 D=C \ 123 \ i220, \ `1 �221� 2 O 0 8' DEC GRASS O \ \ \ \ 12 DEC x'211--'JQ"� \ \\ \ DEI --216- \ 6�J / \ \ Y��''``��) r- -215 \ - \ 6- FTZ I �14' DEC � TRACT 81 12' FT I \ 1 �14" PARCEL #334210-3245 \ \ V, / \ 2j \ \ I N le HBc \ VF \ \ 1 O \ \ 112" 0 DEC, \APT, 2Q I GRAS I 8-8. M 20640 \ I \ \ 204.20 IF 204.20 IF ILL IF E 4156^ F I 1 \ \ BOT 214.00 \IF ^ x i a u RIM3DIA) 22JTt7,4I L \I \1 E IE MOSS 2-16 FEN UP IS 0.411 MANNELED BOTTOb 1 Y u IF ( S89'04'FLY V\ GT 15200 fCALC)4EDEe ai u\ V _ 'VOR h0�' SS� TSN o tis ti NC \ N. 30ZST. \\I \ GO --I -------- Ati N 40TH 7 ST N 30M ST k z RENTON z M SITE WC#WTY MAP (NOT TO SCALE) END OF FENCE IS LINETYPES -X-X- FENCE UNE - EASEMENT LINE ----OE----0E- OVERHEAD POWER LINE CITY OF "- RENTON Planning/Building/Public Works Dept. RIGHT OF WAY CENTER LINE - - RIGHT OF WAY - - - - LOT LINES - __ BOUNDARY LINE _ OT LINES ---- W---- W- WATER LINE ---- G---- G- GAS LINE ---- E - - - - E - UNDERGROUND POWER LINE -- - - OE--- - 01 OVERHEAD POWER LINE -- - - T --- - T- UNDERGROUND TELEPHONE LINE -- - - SD--- - SD- UNDERGROUND STORM LINE - - - SS--- - SS- UNDERGROUND SEWER LINE 07% PARCEL #334210-3226 LINE \❑g�SGW (CALC) N891)5 22"W Y(RON PIPE IS 2-1 DFC- 226 O6'E OF PROP ONE ~ \ \ 3-4KDEC /~ 8" DEC \ - - - _ .225- T2 FT x222 _ v4" DEC \ \ 6USOE \ - _ 221- " � CRA55 224 \ i IL,} 10" DEC \ -12 D=C \ 123 \ i220, \ `1 �221� 2 O 0 8' DEC GRASS O \ \ \ \ 12 DEC x'211--'JQ"� \ \\ \ DEI --216- \ 6�J / \ \ Y��''``��) r- -215 \ - \ 6- FTZ I �14' DEC � TRACT 81 12' FT I \ 1 �14" PARCEL #334210-3245 \ \ V, / \ 2j \ \ I N le HBc \ VF \ \ 1 O \ \ 112" 0 DEC, \APT, 2Q I GRAS I 8-8. M 20640 \ I \ \ 204.20 IF 204.20 IF ILL IF E 4156^ F I 1 \ \ BOT 214.00 \IF ^ x i a u RIM3DIA) 22JTt7,4I L \I \1 E IE MOSS 2-16 FEN UP IS 0.411 MANNELED BOTTOb 1 Y u IF ( S89'04'FLY V\ GT 15200 fCALC)4EDEe ai u\ V _ 'VOR h0�' SS� TSN o tis ti NC \ N. 30ZST. \\I \ GO --I -------- Ati N 40TH 7 ST N 30M ST k z RENTON z M SITE WC#WTY MAP (NOT TO SCALE) END OF FENCE IS LEGAL DESCRIPTION: F 0.6E OF PROP LINE CHICAGO IDLE COMPANY A.L.T.A. COMMITMENT NO. 0080268-04 EFFECTIVE DAIS OCTOBER 3, 2016 AT 12:00AM =30 TRACT 38 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE N0, 1, ACCORDING CITY OF "- RENTON Planning/Building/Public Works Dept. TO ME THEREOF RECORDED IN VOLUME 11 OF PLATS, PACE 63, RECORDS OF KING COUN EE WASHINGTON. _� EXCEPT THE EAST 100 FEET THEREOF, - __ SITUATED IN RIE COUNTY OF KING. STATE OF WASHINGTON. _ CHICAGO ➢TLE COMPANY A.L.T.A COMMITMENT N0. 0080288-04 ,--' EFFECTIVE GATE: OCTOBER 3, 20166 AT AT 1212:OOAM PARCEL #334210-3240 SPECIAL EXCEPTIONS e ON WALK-� L COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT ASPHALT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF pp/UG ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF MY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, REUOON, SEX, SEXUAL ORIENTATON, FAMILIAL STATUS, MARITAL STATUSIN HANDICAP,ORION, ANCESTRY,SOURCE INCOME, TE OR FEDERAL LAWS, EXCEPTTO ME ETENT TTHAT SA APPLICABLETR FORMD COVENANT OR PERMITTED A LAW, ASFOR TH O. HILLMAN'S LAKE RESTRICTON IS H ON G IVE WASHINGTON GARDEN OF EDEN ADDL TOSEATTLE NO CB ](SOU LID) RECORDING N0: 304519 _ FENCE IS OSS OF PROP ONE STRUCTURE 2. THE LAND IS PRESENTLY CLASSIFIED AS EXEMPT AND MAY BE SUBJECT TO THE COLLECTION OF /UPSTREAM NOT LOCATED BACK TAXES FOR A POSSIBLE THREE TO TEN YEAR PERIOD, DEPENDING UPON THE ACTUAL USE CLASSIFICATION OF ME PROPERTY DURING ITS EXEMPT STATUS. INQUIRY SHOULD BE MADE TO TRE TW CASE206 KING COUNTY ASSESSOR'S OFFICE OR THE COMPANY FOR ADDITIONAL INFORMATION. TAX ACCOUNT NO: 334210-3245 LEVY CODE: 2100 3, ME SEARCH DID NOT DISCLOSE ANY WEN MORTGAGES OR DEEDS OF MUST OF RECORD. MH (48 -DIA) THEREFORE ME COMPANY RESERVES ME RIGHT TO REQUIRE FURTHER EVIDENCE TO CONFIRM THAT RIM 215.28 I ME PROPERTY IS UNENCUMBERED. AND FURRIER RESERVES RIE RIGHT TO MAKE ADDITONAL IS NE 209.28 REQUIREMENTS OR ADD ADDITIONAL ITEMS OR EXCEPTIONS UPON RECEIPT OF ME REQUESTED IS S 209.18 I EVIDENCE. CHANNELED 6070M S. END OF FENCE IS RIM 2111 _ BADE OF PROP UNE UTILITIES MAPPING: RCC M1202.40 ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO fCB RIM {068] SCRIBED ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY PARCEL #334210-3237 IES 210.44 RECORD LOCATION OR FIELD TED AS A RESULT OF A UTILITY PAINT -OUT IN OCTOBER 2016. FIELD SURVEY DOME HARTMAN & ASSOCIATES, INC. SOLA) ASSUMES NO LIABILITY FOR ME ACCURACY OF THE RECORD INFORMATION AND/OR THE UTIUTY PAINT -OUT. FOR THE FINAL LOCATION OF THE %ISTNG N. END OF FENCE IS I UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT ME UTIUTY OWNER/AGENCY AND URURES G2'W OF PROP LINE I UNDERGROUND CENTER (800/424-5555). CBI TOPOGRAPHIC MAPPING: ME MAP SHOWN HEREON IS ME RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & RIM 212 ASSOCIATES. INC. (DHA) COMPLETED ON OCTOBER 10. 2016. OHA ASSUMES NO LIABILITY, BEYOND SAID IF HE 2110.0, 49 DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY IF W 210.3 OCCUR I OR ADJOINING THE PERIMETER OF MIS SURVEY. IEE 210.399 CONTACT DHA 1425/483-555) FOR SITE UPDATES AND VERIFICATIONS. BOT 209.44 CB I 218.f02 / 214.44 <+RIM IE NE 216 42 197'90 IE W 215.97 7 �I ASPHALT IE E 215.97 DRIVE BOT 214.92 �'ma -DIST C NCR E WAL tiV DHA 2596-05 - -SD- MON IN CASE N12'CONCi 7,3 / NC N 19209].34' ry ry 0 m E 1303455.68' ONCtL S-5 (/896.84 CALCI / I EL 235.73' \ V1Y'B6836� � 0077 5E 217 / -- --`_ ��( TOP�NUT 215.09 W PgNc \9 Top �-_IR,. - \T - T _ _ _ _ T _ 'CU HETENIALK anm =30 ro..w7, , IOD I DATUM CITY OF "- RENTON Planning/Building/Public Works Dept. _� _< - __ _ _ - E--- ,--' CONCRETE AlK e ON WALK-� PP/UG0RIALT ASPHALT CRASS pp/UG A� ® p Jho IVE CB ](SOU LID) OR ADRSIP�ALT TW CASE206 CBI CBI CS I TOP NUT 203.54 _ DNA 6%]3 IRIM52404.88 IE N 204.83 RW _ -IjEM 212.74 IE W 210.24 RIM 2111 - RCC M1202.40 I I fCB RIM {068] SCRIBED IE209.02 MH3488 (48'DIAJ IES 210.44 IES 216.59 IE N IS IF S MISTS I I BOT] 0452 E 13025840.310'IBOT 203.23 BOT 206.4 IF N 205.50 BOT 210.04 214.44 197'90 EL MORA' IF W 205.40 S•DOT 0 IE S 205.50 11 90f I IE E 205.60 CH4MIED BOTTOM = m m 4 DUANE HARTMAN & ASSOCIATES, INC. i -Surveyors - WOODY WoLE, AUE-REON 9B ROAD, B -1m (425) M33HU-5355 WOOOINVILLE, WASHINGTON 96072 FM (425) 48}-4s50 DHA JOB Noiiiiii,. 16-M96 anm =30 ro..w7, , IOD I DATUM CITY OF "- RENTON Planning/Building/Public Works Dept. �G I CHUCKOD, n� w�s�[ FlAri Ni REVISION BY DATE APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS A.L.T.A. SURVEY 1404 N. 30TH ST. A.L.T.A. CITY OF RENTON M 00 M Ln r N M 0 Q J 0) T o1 LE) z O 1.8.2018 Q K �IF— U) W m 1 LL N Ce) fD O O O Q J O O qqtO O O I LO r z 0 Q W m LL n 00 O M O Ln Z O Q H Cf) w cr IL. 2 O J 3 FIRE STATION PLANT SCHEDULE 1 RESERVOIR PLANT SCHEDULE SYM QTY SCIENTIFIC/ COMMON NAMES REMARKS I Botanical Name Common Name Size Notes Quantity RESERVOIR PLANT SCHEDULE BY OTHERS I TREES FOR REFERENCE ONLY I TREES Acer circinatum Vine Maple 5 gal. min. 3'tall multi trunk 11 Comes masata'Hillier's Upright' Cornelian Cherry Dogwood 2 gal. single trunk, B&B 8 3 Acer griseum I 2112" CAL B&B/FABRIC BAG; FULL, WELL Pseudotsage menziesii Douglas Fir 5 gal. min. 6'tall, B&B 21 PAPERBARK MAPLE BRANCHED & WELL ROOTED; SINGLE -TRUNKED; Thuja plREE western Red Cedar 5 gal. min. fi'tall, B&B 9 EVERGREEN SHRUBS MIN 5' BRANCHING HT; SYMMETRICAL o- G lysticda shallon Salol 1 gal. 48 VASE -SHAPED BRANCHING HABIT Rhamnus frangula Sword Fern 1 gal. 34 Rhamnus frangela'CpaneserS rea 2dge Buckthorn 5 gal. field located for screen 9 1 Acer griseum 1 2112" CAL B&B/FABRIC BAG; FULL, WELL Vaccina japonica Japanese n Huckleberry 2 galerr 5 I PAPERBARK MAPLE BRANCHED & WELL ROOTED; MULTI -TRUNKED; 2 � Vlburnum bodna Evergreen Huckleberry 1 gal. 22 OR 3 TRUNKS; MIN 5' BRANCHING HT; Viburnum x bodnantense Botlnant Viburnum 2 gal. 2 SYMMETRICAL VASE -SHAPED BRANCHING HABIT I I GROUNDCOVERS 1 Acer saccharum I 3" CAL; B&B/FABRIC BAG; FULL, WELL I - - - - - - - - Fragaria chiloer is Beach Strawberry 4" pot to be field located by 216 SUGAR MAPLE BRANCHED & WELL ROOTED; STRAIGHT ----------------- Owner's Rep. I CENTRAL LEADER & SINGLE TRUNK; MEADOW SEED MIX 50% Perennial Ryegrass 8 Has n-00,000 SF SYMMETRICAL BRANCHING HABIT I T 20% Creeping Red Fescue I 20% Chewings Fescue 4 Nyssa sylvatica'JFS-Red' I 2" CAL; B&B/FABRIC BAG; FULL, WELL I 10% Hard Fescue FIRESTARTER® TUPELO BRANCHED & WELL ROOTED; STRAIGHT I CENTRAL LEADER & SINGLE TRUNK; RESERVOIR PLANTING NOTES SYMMETRICAL BRANCHING HABIT I { Note:An automatic irrigation system has been provided for this design. Drought -tolerant species I 61 Thuja occidentalis 'Emerald Green'/ 5 GAL CONT; STRAIGHT FORM; FULL, WELL I anddaa 8 -inch mat of moisture -retaining topsoil have been specified in lieu of an irrigation system. EMERALD GREEN ARBORVITAE BRANCHED & WELL ROOTED Contractor shall monitor the condition of the plant material for a period of one (1) year following acceptance of the work and manually water as necessary. Contractor shall monitor weekly. I SHRUBS O 10 Acer circinatum I 5 GAL CONT; FULL, WELL BRANCHED & WELL I Note: All lantnd Oins installation to take place between October 15 - March 1st unless authorized by the I VINE MAPLE ROOTED; MULTI -TRUNKED WITH 3 MAIN TRUNKS EngineeI r. ®Maintenance: Enhancement site will be added to the Forest Management maintenance inventory I 12 Mahonia aquifolium / 5 GAL CONT; FULL, WELL and will be watered and maintained for a minimum of 3 years OREGON GRAPE BRANCHED &WELL ROOTED O5 Ribes sanguineuml 5 GAL CONT; FULL, WELL + RED FLOWERING CURRANT BRANCHED & WELL ROOTED FIRE STATION PLANTING LEGEND 30 Brachyglottis greyi'Sunshine' I 2 GAL CONT; FULL, WELL I DAISY BUSH BRANCHED & WELL ROOTED DETAIL IDENTIFICATION I11 Euonymus alatus'Compactus' I 2 GAL CONT; FULL, WELL L1.02 SHEET IDENTIFICATION COMPACT BURNING BUSH BRANCHED & WELL ROOTED — — PROPERTY LINE I O 169 Junipems x pfitzedana'Aurea Improved'/ 1 GAL CONT; FULL, WELL --------- FUTURE PROPERTY LINE GOLD COAST JUNIPER BRANCHED & WELL ROOTED — — — —200— — — — PROPOSED SITE CONTOURS, SEE CIVIL I ® 114 Mahonia nervosa I 1 GAL CONT; FULL, WELL EX SITE CONTOURS, SEE CIVIL LONGLEAF MAHONIA BRANCHED & WELL ROOTED ® 184 Rosa x'Noara' P.P.# 113081 1 GAL CONT; FULL, WELL 1®u 2,000-4,000 LBS LANDSCAPE BOULDER FLOWER CARPET RED BRANCHED & WELL ROOTED GROUNDCOVER ROSE u 6,000-8,000 LBS LANDSCAPE BOULDER 271 ComusseDOGWOOD BR elseyi'I ALCFULL, WELL FIRE STATION PLANTING ABBREVIATIONS KELSEY/ DOGWOOD BRANCHED ED &WELL ROOTED ° 516 Nandina domesfiw'Firepower'I 1 GAL CONT; FULL, WELL #/NO NUMBER CUR CLEAR MIN MINIMUM I FIREPOWER HEAVENLY BAMBOO BRANCHED & WELL ROOTED % PERCENT CONT CONTAINER OC ON CENTER & AND DIA DIAMETER LBS POUNDS I GROUNDCOVERS @ AT DWGS DRAWINGS QTY QUANTITY ARCH ARCHITECTURE EA EACH REP REPRESENTATIVE 339 50% Gaultheria shallon I 2 GAL CONT; FULL, WELL BRANCHED & WELL ABBR ABBREVIATIONS EQ EQUAL SPEC SPECIFICATION I SALAL ROOTED; TRIANGULAR SPACING @ 2411 OC; APPROX APPROXIMATE EX EXISTING SQ SQUARE 339 50% Rhus aromatica'Gro-LoW / INTERMIX BOTH SPECIES B&B BALLED & GAL GALLON SYM SYMBOL GRO-LOW FRAGRANT SUMAC BURLAPPED HT HEIGHT TYR TYPICAL I CAL CALIPER LF LINEAR FEET WI WITH 219 Hakonechloa macra'Aureola' I 1 GAL CONT; FULL & WELL ROOTED; E CENTER LINE MAX MAXIMUM GOLDEN JAPANESE FOREST GRASS TRIANGULAR SPACING@ 18"OC I 84 25%Juncusshal liusl 1 GAL CONT; FULL & WELL ROOTED; FIRE STATION PLANTING NOTES I DAGGER -LEAF RUSH TRIANGULAR SPACING @ 12" OC; 1. ANY DISCREPANCIES WI THE DINGS ANDIOR SPECS & SITE CONDITIONS 84 25%Juncus patens l INTERMIX ALL SPECIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REP PRIOR TO I SPREADING RUSH PROCEEDING WI CONSTRUCTION. 84 25%Juncus lenuis I 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO SLENDER RUSH BEGINNING CONSTRUCTION. I 84 25%Scirpus microcarpus I 3. COORDINATE PLANT MATERIAL & BOULDER LOCATIONS W/ SPRINKLER SMALL -FRUITED BULRUSH IRRIGATION HEAD LOCATIONS TO AVOID ANY CONFLICTS. I 159 Pennisetum alo ecuroidesLi@le Bunn'I 1 GAL CONT; FULL & WELL ROOTED; 4. INSTALL GROUNDCOVERS IN A TRIANGULAR PATTERN AT SPACING SHOWN P Y IN THE PLANT SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, WALLS, LITTLE BUNNY FOUNTAIN GRASS TRIANGULAR SPACING @ 18" OC OR WALKS, MIN PLANTING DISTANCE SHALL BE TWELVE (12) INCHES FROM I SAME UNLESS OTHERWISE NOTED. INSTALL GROUNDCOVERS CONTINUOUS 160 Prunus laurocerasus'ML Ver I 2 GAL CONT; FULL, WELL BRANCHED & WELL IN BETWEEN SHRUB PLANTINGS. MT. VERNON ENGLISH LAUREL ROOTED; TRIANGULAR SPACING @ 24" OC 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY I 1,494 SF SOD LAWN SEE SPECS COORDINATION W/ SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. I 6. PLANTING DRAWING IS BASED UPON SITE BASE DRAWINGS DATED MM ':., r'.., r':.,e� 125 SF MULCH ONLY 3" DEPTH NOVEMBER 7, 2017. PREPARED BY: LPD ENGINEERING PLLC & SCHREIBER 7. M7, STARLING& WHITEHEAD ARCHITECTS. 1 CONSTRUCTION PERMIT CD 1/29 EWE 2 CONSTRUCTION PERMIT REVISION CD 2/12 OWN 1'=20' wB6na°' c. DcclNs DATUM J. ' �" J. HOWMD xur "Cara"°.. NO. REVISION BY DATE APPR VOW OCITY OF RENTON Planning/Building/Public Works Dept. HBB LANDSCAPE ARCHITECTURE 21SWUrneWE AVENUE Name VAsic 3051 ph" 8EATRE WA 831W 2W.0823246W IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING cclose 02/15/2018 FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 PLANTING SCHEDULE, LEGEND, ABER & NOTES 2/12/18 1 A 1� H N 00 L0 O (D O , r Q Z) J O Nt O O O r LO Z O Q (n W M Il n W O M O NET0 Ln Z O Q H LU cc LL N O J 3" DEPTH MULCH, INSTALL TOP OF MULCH FLUSH LEVEL WITH TOP WITH TOP OF ADJACENT CURB OR PAVING OF ADJACENT INSTALL PLANTS CURB OR PAVING FINISH GRADE PLANTING SOIL COMPOST ____r _, N. w I I I I I I N I I I I I d W UNDISTURBED EXISTING li w SOIL OR FILL COMPACTED TO 85% W MAXIMUM DRY DENSITY, TYP; VERIFY POSITIVE j �/ / /\xj/ DRAINAGE PRIOR TO — — CONSTRUCTION STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 SECTION STEP 6 LEVEL WITH TOP OF ADJACENT CURB OR PAVING FINISH GRADE INSTALL SOD LAWN SOIL COMPOST 21 jp N O I I I I W m UNDISTURBED EXISTING SOIL ORFILL I TO I A2 COMPACTED I / IIII II MAXIMUM DRY DENSITY%, II II II II 11 —1 TYP; VERIFY POV III HE AI I III A I DRAINAGE PRIOR TO CONSTRUCTION STEP 1 STEP 2 STEP 3 STEP 4 STEPS STEP 6 SECTION STEP 1 STEP 3 STEP 6 EXCAVATE EXISTING SOIL TO 24" DEPTH BELOW INSTALL MIN 18" DEPTH OF PLANTING SOIL IN 3 EQ INSTALL 3" DEPTH MULCH. TOP OF ADJACENT CURB OR PAVING. AVOID LIFTS. WATER SETTLEICOMPACT EACH LIFT PRIOR UNDERMINING ADJACENT CURB OR PAVING TO INSTALLING THE NEXT LIFT. NOTES SUBBASE MATERIAL. REMOVE SUBBASE FILL REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; 1. ALL DIMENSIONS INDICATE MATERIAL FROM PLANTING AREA AND PROVIDE STEP COMPACTED DEPTHS. PERCOLATION TEST PER SPECS, PRIOR TO INSTALL 3' DEPTH COMPOST & SOIL 2. SEE CIVIL DWGS FOR SOIL PROCEEDING TO STEP 2. AMENDMENTS. SCARIFY TO A MIN 6" DEPTH INTO PREP IN BIOSWALE. PLANTING SOIL. OWNER'S REPRESENTATIVE STEP 2 SHALL REVIEW & APPROVE WORK IN WRITING APPLY SOIL AMENDMENTS& SCARIFY SUBGRADE PRIOR TO PROCEEDING TO STEP 5. TO A MIN 6" DEPTH. OWNER'S REPRESENTATIVE REPRESENTATIVE SHALL REVIEW & APPROVE WORK SHALL REVIEW & APPROVE WORK IN WRITING STEP 5 PRIOR TO PROCEEDING TO STEP 3. INSTALL PLANTS. SOIL PREPARATION IN SHRUB & GROUNDCOVER AREAS NOT TO SCALE TREETRUNK 71 SELF -WATERING TREE BAG �z UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION STEP 1 STEP 3 STEP 6 EXCAVATE EXISTING SOIL TO 12' DEPTH BELOW TOP INSTALL MIN 10' DEPTH OF LAWN SOIL IN 2 EQUAL INSTALL SOD LAWN. OF ADJACENT CURB OR PAVING. AVOID LIFTS. WATER SETTLEICOMPACT EACH LIFT PRIOR UNDERMINING ADJACENT CURB OR PAVING TO INSTALLING THE NEXT LIFT. NOTES SUBBASE MATERIAL. REMOVE SUBBASE FILL REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; 1. ALL DIMENSIONS INDICATE MATERIAL FROM LAWN AREA AND PROVIDE STEP 4 COMPACTED DEPTHS. PERCOLATION TEST PER SPECS, PRIOR TO INSTALL 1" DEPTH COMPOST & SOIL AMENDMENTS. PROCEEDING TO STEP 2. STEP 5 STEP 2 SCARIFY TO A MIN 3' DEPTH INTO PLANTING SOIL. APPLY SOIL AMENDMENTS & SCARIFY SUBGRADE TO COMPACT & RAKE PER SPECS. OWNER'S A MIN 6" DEPTH. OWNER'S REPRESENTATIVE SHALL REPRESENTATIVE SHALL REVIEW & APPROVE WORK REVIEW & APPROVE WORK IN WRITING PRIOR TO IN WRITING PRIOR TO PROCEEDING TO STEP 6. PROCEEDING TO STEP 3, SOIL PREPARATION IN LAWN AREA L NOT TO SCALE TREETRUNK Y2'-1 "WIDE WEBBED FABRIC TAPE (ARBOR TIE OR \ APPROVED EQUAL), SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"1 GREATER THAN TREE TRUNK DIAMETER, SECURE LOOP WITH OVERHAND PLAN SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE i (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF FOOTBALL WEBBED FABRIC TAPE TOP OF ROOT CROWN TO BE 1"HIGHER THAN FINISH GRADE 3" MULCH DEPTH ... .. —l FINISH GRADE PRIOR TO PLACING MULCH TREETRUNK Im --q SELF -WATERING TREE BAG UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION TREE TRUNKS. SECURE MINIMUM OF THREE MAIN TRUNKS Yz"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE OR ®� APPROVED EQUAL), SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"1 GREATER THAN TREE TRUNK DIAMETER. SECURE LOOP WITH OVERHAND PLAN SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE .i (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF FOOTBALL I WEBBED FABRIC TAPE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3' MULCH DEPTH .. FINISH GRADE PRIOR TO PLACING MULCH BACKFILL WITH 213 PLANTING SOIL & 113 EX SOIL, WHEN HOLE IS HALF FILLED THOROUGHLY WATER SETTLE, THEN y—I ADD REMAINING SOIL AND WATER SETTLE A SECOND TIME � In 12" GREATER 1:1 SLOPE ON SIDES OF PLANTING HOLE H g g THAN DIA OF FOOTBALL AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY LANDSCAPE ARCHITECTURE REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM FOOTBALL; zuweVT a EAVENUE NNI xe.eazaos+cnaa COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP seems. wA BBIW z N823zAsm. 113 OF FOOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT r� 1 CONSTRUCTION PERMIT I CD 1 1/29 1 DWK I SI 2 CONSTRUCTION PERMIT REVISION CD 2/12 DWK 1 NI1'=20' NMIOn 10m991 D. KOOM = C. DIGGINSNE 14Z DATUM J. HDWN2DIOU V IF NOT ONE INN NO. REVISION BY DATE II > J. VOND M""m'm"a. OCITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING cclose 02/15/2018 FIRE STATION 15 2/12/18 1404 N 30TH STREET RII RENTON, WA 98056 DRkauRUNWING L1�.02 PLANTING DETAILS SHI % a p M O M LO O O I\ r X N M O O O O Q J O Nt O 0 O I to Z 0 Q (n W m LL WITH PLANTING SOIL, WHEN HOLE IS HALF FILLED THOROUGHLY WATER SETTLE, THEN ADD MBACKFILL REMAINING SOIL AND WATER SETTLE A SECOND TIME 1:1 SLOPE ON SIDES OF PLANTING HOLE 12" GREATER AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY THAN DIA OF REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; ROOTBALL COMPLETELY REMOVE FABRIC GROW BAGS & BURLAP; DISCARD ALL REMOVED MATERIAL; DO NOT BURY REMOVED MATERIAL IN PLANTING PIT TREETRUNK Im --q SELF -WATERING TREE BAG UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION TREE TRUNKS. SECURE MINIMUM OF THREE MAIN TRUNKS Yz"-1" WIDE WEBBED FABRIC TAPE (ARBOR TIE OR ®� APPROVED EQUAL), SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"1 GREATER THAN TREE TRUNK DIAMETER. SECURE LOOP WITH OVERHAND PLAN SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE .i (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF FOOTBALL I WEBBED FABRIC TAPE TOP OF ROOT CROWN TO BE 1" HIGHER THAN FINISH GRADE 3' MULCH DEPTH .. FINISH GRADE PRIOR TO PLACING MULCH BACKFILL WITH 213 PLANTING SOIL & 113 EX SOIL, WHEN HOLE IS HALF FILLED THOROUGHLY WATER SETTLE, THEN y—I ADD REMAINING SOIL AND WATER SETTLE A SECOND TIME � In 12" GREATER 1:1 SLOPE ON SIDES OF PLANTING HOLE H g g THAN DIA OF FOOTBALL AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY LANDSCAPE ARCHITECTURE REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM FOOTBALL; zuweVT a EAVENUE NNI xe.eazaos+cnaa COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP seems. wA BBIW z N823zAsm. 113 OF FOOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT r� 1 CONSTRUCTION PERMIT I CD 1 1/29 1 DWK I SI 2 CONSTRUCTION PERMIT REVISION CD 2/12 DWK 1 NI1'=20' NMIOn 10m991 D. KOOM = C. DIGGINSNE 14Z DATUM J. HDWN2DIOU V IF NOT ONE INN NO. REVISION BY DATE II > J. VOND M""m'm"a. OCITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING cclose 02/15/2018 FIRE STATION 15 2/12/18 1404 N 30TH STREET RII RENTON, WA 98056 DRkauRUNWING L1�.02 PLANTING DETAILS SHI % a p M O M LO O O I\ r X N M O O O O Q J O Nt O 0 O I to Z 0 Q (n W m LL 00 a) M O Ln T Z O Q W cc LL M O T J 3 SECTION GROUNDCOVER NOT TO SCALE TOP OF ROOT CROWN TO BE FLUSH WITH FINISH GRADE 3" MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE FINISH GRADE PRIOR TO PLACING MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PANTING 1:1 SLOPE ON SIDES OF PANTING HOLE BACKFILL WITH PANTING SOIL, THOROUGHLY WATER SETTLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER, 12" LARGER THAN DIA OF ROOTBALL FOR SHRUBS ZUB PLANTING 1/4" RADIUS, BOTH SIDES SMOOTH TROWEL FINISH CL g^ INSTALL FINISH GRADE OF PLANTING F AREA 3" BELOW TOP OF CONIC MOW STRIP a I I N4 VERT REBAR, 24" OC, MIN 3" CLR Iw 5/8" (MINUS) CLEAN WASHED GRAVEL 4 I CAST IN PACE, REINFORCED, w CONCRETE z of 4" DEPTH CRUSHED m III - III III- SURFACING BASE COURSE (2) #4 REBAR 6" OC, 6" UNDISTURBED SUBGRADE OR FILL CONTINUOUS, MIN 3" C COMPACTED TO 95% MAX DRY DENSITY SECTION CONCRETE MOW STRIP IN LANDSCAPE NOT TO SCALE SECTION L PROVIDE COLD JOINT WHERE CONCRETE ABUTS BOULDER BOULDER IN LANDSCAPE NOT TO SCALE 1 CONSTRUCTION PERMIT I CD 1 1/29 1 DWK 2 CONSTRUCTION PERMIT REVISION CD 2/12 DWK 1"=20" mw 1B6��1B°' KOOND C. DNXiINSONE INCM DATUM HOWARD N NT NO. REVISION BY DATE APPR J. WND "LL4f°'""' 4" DEPTH CRUSHED SURFACING BASE COURSE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 95% MAX DRY DENSITY 6. HBB LANDSCAPE ARCHITECTURE 215 W V5 E AVENUE NPiTI M.882.3051 ph" 8EAT E. WA 831W 2W8823MUx IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING Q cclose 02/15/2018 O CITY OF FIRE STATION 15 w 2/12/18 N RENTON 1404 30TH STREET RENTON, WA 98056 Na W Planning/Building/Public Works Dept. L1.03 PLANTING DETAILS A H n U N (`0 L0 O O O ri Q Z) J O 0) Nt O O O I LO z 0 Q (n W m LL NOTE: CONCRETE PAVING 1. FIELD VERIFY LOCATIONS FOR BORDER WHERE OCCURS PER INSTAWI OWNER'S REPRESENTATIVE ELION ELIVERY &INSTALLATION. BOULDER TO BE FIELD LOCATED, ZFF-PLACING SEE PLANS FOR APPROX LOCATIONS & SIZES, SEE SPECS FINISH TO MUDCHRIOR SECTION L PROVIDE COLD JOINT WHERE CONCRETE ABUTS BOULDER BOULDER IN LANDSCAPE NOT TO SCALE 1 CONSTRUCTION PERMIT I CD 1 1/29 1 DWK 2 CONSTRUCTION PERMIT REVISION CD 2/12 DWK 1"=20" mw 1B6��1B°' KOOND C. DNXiINSONE INCM DATUM HOWARD N NT NO. REVISION BY DATE APPR J. WND "LL4f°'""' 4" DEPTH CRUSHED SURFACING BASE COURSE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 95% MAX DRY DENSITY 6. HBB LANDSCAPE ARCHITECTURE 215 W V5 E AVENUE NPiTI M.882.3051 ph" 8EAT E. WA 831W 2W8823MUx IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING Q cclose 02/15/2018 O CITY OF FIRE STATION 15 w 2/12/18 N RENTON 1404 30TH STREET RENTON, WA 98056 Na W Planning/Building/Public Works Dept. L1.03 PLANTING DETAILS A H n U N (`0 L0 O O O ri Q Z) J O 0) Nt O O O I LO z 0 Q (n W m LL N Ce) fD O O O Q J O O qqtO O O I LO r z 0 Q W m LL n 00 O M O NET0 n i Ln Z _O H H W cc LL m O N J FIRE STATION IRRIGATION SCHEDULE POP-UP HEAD W/ SWING JOINT RISER SVM MANUFACTIIRER/MODEL ARC PSI GMP+10^/ RADIUS /WrL ® RAINBIRD 1812SAM-PRS30-MPR-5Q 90 30 0.11 5' ® RAINBIRD 1812SAM-PRS30-MPR-5H 180 30 0.22 5' ® RAINBIRD 1812-SAM-PRS30-U8F 360 30 1.16 8' ® RAINBIRD 1812-SAM-PRS30-U8H 180 30 0.57 8' ® RAINBIRD 1812SAM-PRS30-U8Q 90 30 0.29 8' (SJ RAINBIRD 1812SAM-PRS30-U10F 360 30 1.80 10' DWGS RAINBIRD 1812SAM-PRS30-U10H 180 30 0.90 10' 4 RAINBIRD 1812SAM-PRS30-U10Q 90 30 0.45 10' Q RAINBIRD 1812SAM-PRS30-U12F 360 30 2.86 12' W/ RAINBIRD 1812SAM-PRS30-U12H 180 30 1.43 12' RAINBIRD 1812-SAM-PRS30-U12Q 90 30 0.72 12' RAINBIRD 1812SAM-PRS30-U15H 180 30 2.04 15' n RAINBIRD 1812-SAM-PRS30-U15Q 90 30 1.01 15' o RAINBIRD 1812SAM-PRS30-MPR-I5RCS 30 0.54 4'x 15' o RAINBIRD 1812SAM-PRS30-MPR-I5LCS 30 0.54 4'x 15' RAINBIRD 1812SAM-PRS30-MPR-I5SST 30 1.33 4'x 30' FIRE STATION IRRIGATION ABBREVIATIONS FIRE STATION IRRIGATION NOTES 1. ALL IRRIGATION WORK SHOWN IS ALTERNATE#1. 2. THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION. THESE LOSSES ARE COMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MANUFACTURERS RATED GPM FOR EACH NOZZLE. 3. LOCATE AUTOMATIC CONTROL VALVES IN PLANTING AREAS AT POINT OF EASY ACCESS. OWNER'S REPRESENTATIVE TO REVIEW &APPROVE FINAL LOCATION OF ALL QUICK COUPLERS & AUTOMATIC CONTROL VALVES PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL COORDINATE IRRIGATION EQUIPMENT WITH PLANT MATERIAL, TO AVOID CONFLICTS, SPRAY BLOCKAGE & ANY OTHER ITEMS DEEMED APPROPRIATE BY THE OWNER'S REPRESENTATIVE. 5. PSI IS APPROXIMATELY 98 PSI AT ELEVATION 210' PER CITY OF RENTON PRE -APPLICATION MEMORANDUM DATED 18 MAY, 2017. PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, CONTRACTOR SHALL FIELD VERIFY EX PSI. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE DESIGN PSI & EX PSI PRIOR TO PROCEEDING WITH WORK. 6. SYSTEM DESIGNED TO 30 PSI (SPRAY HEADS). 7. DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT MATERIALS OR SITE CONDITIONS. 8. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS WITH GENERAL CONTRACTOR. 9. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & REVIEWED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. LOCATE SLEEVES ON DIMENSIONED "AS -BUILT' DRAWING TO ALLOW FOR FUTURE LOCATION & USE. ON "AS -BUILT" DRAWING, MAINLINE SHALL BE DIMENSIONED FROM ROADWAY CURB @ 30' OC TO ALLOW FOR FUTURE LOCATION. 10. CONTRACTOR TO AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE IRRIGATION SYSTEM IN FIRST SEASON. 11, PROVIDE VARIABLE ARC NOZZLES WHERE NECESSARY PER FIELD DIRECTION TO AVOID OVERSPRAY ON PAVED SURFACES AND BETWEEN PLANTING AND LAWN ZONES. FIRE STATION IRRIGATION LEGEND SYM DESCRIPTION 2 LATERAL LINE WITH PIZE SIZE (SCH 40 PVC), L2.03 SEE PIPE SIZING LEGEND FOR SIZE 2 ------- 2" MAIN LINE (SCH 40) L2.03 2 - IRRIGATION SLEEVE (SCH 40 PVC) L2.03 1C POINT OF CONNECTION L2.01B IRRIGATION CONTROLLER -TORO SENTINEL q CENTRAL CONTROL SYSTEM SB-12-WS1-U; L2.02 © PROVIDE ONE (1) SHHR (SENTINEL HAND HELD REMOTE) WI BATTERY ❑N 1"WATER METER, SEE CIVIL SHEET C4.00 L2.02 2 OO BALL VALVE - NDS, SIZE TO MATCH PIPE SIZE 33 A 1"QUICK COUPLING VALVE W/ KEY L2.03 & HOSE SWIVEL RAINBIRD 44 -LRC 5 ® TORO P220, 1Y" MASTER CONTROL VALVE L2.02 CIRCUIT #1 # GPM 1" VALVE SIZE q RAINBIRD FEB AUTOMATIC CONTROL L2.03 VALVE WI BALL VALVE (SPEARS MVPBV6S) 5 TORO TFS-150 FLOW SENSOR L2.02 1.5" DOUBLE CHECK VALVE, SEE CIVIL SHEET C4.00 3 2" PRESSURE REDUCING L2.02 0 VALVE ZURN WILKENS 500XL / H ` DETAIL IDENTIFICATION L-1 SHEETIDENTIFICA I ION • PROPERTY LINE ------. FUTURE ROW LINE - - -Z15- - - PROPOSED SITE CONTOURS, SEE CIVIL m EX SITE CONTOURS, SEE CIVIL PIPE SIZING LEGEND SYM DESCRIPTION 3/4" 1-1/2" 2" PRESSURE REDUCING VALVE SEE CIVIL DWGS \ FLOW SENSOR I J MASTER CONTROL VALVE I 1 .5" DOUBLE CHECK 1VE ASSEMBLY QUICK COUPLER I I1" WATER PVC MAINLINE METER IRR SYSTEMM DOWN STREAM 1 I L ------ FIRE STATION IRRIGATION 1 f"VIIV I l NOT TO SCALE 1 CONSTRUCTION PERMIT I CD 1 1/29 1 DWK I SI 2 CONSTRUCTION PERMIT REVISION CD 2/12 DWK m a 1'=20' NMI wo'"" III `" D. KooNrs ONE 14Z = C. DIGGINS DATUM J. HDIAT IOU Z IF NOT ONE INN NO. REVISION BY DATE II > J. VOND M""m'm"a. Fcl09AVI:C\I*1111 OCITY OF RENTON Planning/Building/Public Works Dept. In ■ � HBB LANDSCAPE ARCHITECTURE 215WESTWE AVENUE NN I 2V8.882. 3051 ph" 8EI WA 831M MN8232i5Y„ IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING cclose 02/15/2018 FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 IRRIGATION SCHEDULE, LEGEND, DETAIL, ABBR & NOTES 2/12/18 M O M Ln O O I\ r X N M O O O O 1 r Q J O Nt O 0 O I z O Q (n W m LL PERCENT MFRS MANUFACTURERS & AND MIN MINIMUM @ AT OC ON CENTER #/NO NUMBER NDS NDS INC ABBR ABBREVIATIONS POC POINT OF CONNECTION ARCH ARCHITECTURAL PVC POLYVINYL CHLORIDE It CENTER LINE PSI POUNDS PER SQUARE INCH COR CITY OF RENTON S SLIP DIA DIAMETER SCH SCHEDULE DWGS DRAWINGS SPEC(S) SPECIFICATION(S) EX EXISTING T THREAD GPM GALLONS PER MINUTE TYP TYPICAL IRR IRRIGATION W WIDTH L LENGTH W/ WITH MAX MAXIMUM FIRE STATION IRRIGATION NOTES 1. ALL IRRIGATION WORK SHOWN IS ALTERNATE#1. 2. THERE IS A LOSS OF PRESSURE IN EACH PIPE FITTING DUE TO FRICTION. THESE LOSSES ARE COMPENSATED FOR BY ADDING TEN (10) PERCENT TO THE MANUFACTURERS RATED GPM FOR EACH NOZZLE. 3. LOCATE AUTOMATIC CONTROL VALVES IN PLANTING AREAS AT POINT OF EASY ACCESS. OWNER'S REPRESENTATIVE TO REVIEW &APPROVE FINAL LOCATION OF ALL QUICK COUPLERS & AUTOMATIC CONTROL VALVES PRIOR TO INSTALLATION. 4. CONTRACTOR SHALL COORDINATE IRRIGATION EQUIPMENT WITH PLANT MATERIAL, TO AVOID CONFLICTS, SPRAY BLOCKAGE & ANY OTHER ITEMS DEEMED APPROPRIATE BY THE OWNER'S REPRESENTATIVE. 5. PSI IS APPROXIMATELY 98 PSI AT ELEVATION 210' PER CITY OF RENTON PRE -APPLICATION MEMORANDUM DATED 18 MAY, 2017. PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, CONTRACTOR SHALL FIELD VERIFY EX PSI. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE DESIGN PSI & EX PSI PRIOR TO PROCEEDING WITH WORK. 6. SYSTEM DESIGNED TO 30 PSI (SPRAY HEADS). 7. DRAWING IS SCHEMATIC. ACTUAL LOCATIONS MAY VARY DUE TO PLANT MATERIALS OR SITE CONDITIONS. 8. IRRIGATION CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVING LOCATIONS WITH GENERAL CONTRACTOR. 9. ALL IRRIGATION SLEEVING TO BE STAKED IN THE FIELD & REVIEWED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. LOCATE SLEEVES ON DIMENSIONED "AS -BUILT' DRAWING TO ALLOW FOR FUTURE LOCATION & USE. ON "AS -BUILT" DRAWING, MAINLINE SHALL BE DIMENSIONED FROM ROADWAY CURB @ 30' OC TO ALLOW FOR FUTURE LOCATION. 10. CONTRACTOR TO AIR BLOW IRRIGATION SYSTEM THROUGH QUICK COUPLERS TO WINTERIZE IRRIGATION SYSTEM IN FIRST SEASON. 11, PROVIDE VARIABLE ARC NOZZLES WHERE NECESSARY PER FIELD DIRECTION TO AVOID OVERSPRAY ON PAVED SURFACES AND BETWEEN PLANTING AND LAWN ZONES. FIRE STATION IRRIGATION LEGEND SYM DESCRIPTION 2 LATERAL LINE WITH PIZE SIZE (SCH 40 PVC), L2.03 SEE PIPE SIZING LEGEND FOR SIZE 2 ------- 2" MAIN LINE (SCH 40) L2.03 2 - IRRIGATION SLEEVE (SCH 40 PVC) L2.03 1C POINT OF CONNECTION L2.01B IRRIGATION CONTROLLER -TORO SENTINEL q CENTRAL CONTROL SYSTEM SB-12-WS1-U; L2.02 © PROVIDE ONE (1) SHHR (SENTINEL HAND HELD REMOTE) WI BATTERY ❑N 1"WATER METER, SEE CIVIL SHEET C4.00 L2.02 2 OO BALL VALVE - NDS, SIZE TO MATCH PIPE SIZE 33 A 1"QUICK COUPLING VALVE W/ KEY L2.03 & HOSE SWIVEL RAINBIRD 44 -LRC 5 ® TORO P220, 1Y" MASTER CONTROL VALVE L2.02 CIRCUIT #1 # GPM 1" VALVE SIZE q RAINBIRD FEB AUTOMATIC CONTROL L2.03 VALVE WI BALL VALVE (SPEARS MVPBV6S) 5 TORO TFS-150 FLOW SENSOR L2.02 1.5" DOUBLE CHECK VALVE, SEE CIVIL SHEET C4.00 3 2" PRESSURE REDUCING L2.02 0 VALVE ZURN WILKENS 500XL / H ` DETAIL IDENTIFICATION L-1 SHEETIDENTIFICA I ION • PROPERTY LINE ------. FUTURE ROW LINE - - -Z15- - - PROPOSED SITE CONTOURS, SEE CIVIL m EX SITE CONTOURS, SEE CIVIL PIPE SIZING LEGEND SYM DESCRIPTION 3/4" 1-1/2" 2" PRESSURE REDUCING VALVE SEE CIVIL DWGS \ FLOW SENSOR I J MASTER CONTROL VALVE I 1 .5" DOUBLE CHECK 1VE ASSEMBLY QUICK COUPLER I I1" WATER PVC MAINLINE METER IRR SYSTEMM DOWN STREAM 1 I L ------ FIRE STATION IRRIGATION 1 f"VIIV I l NOT TO SCALE 1 CONSTRUCTION PERMIT I CD 1 1/29 1 DWK I SI 2 CONSTRUCTION PERMIT REVISION CD 2/12 DWK m a 1'=20' NMI wo'"" III `" D. KooNrs ONE 14Z = C. DIGGINS DATUM J. HDIAT IOU Z IF NOT ONE INN NO. REVISION BY DATE II > J. VOND M""m'm"a. Fcl09AVI:C\I*1111 OCITY OF RENTON Planning/Building/Public Works Dept. In ■ � HBB LANDSCAPE ARCHITECTURE 215WESTWE AVENUE NN I 2V8.882. 3051 ph" 8EI WA 831M MN8232i5Y„ IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING cclose 02/15/2018 FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 IRRIGATION SCHEDULE, LEGEND, DETAIL, ABBR & NOTES 2/12/18 M O M Ln O O I\ r X N M O O O O 1 r Q J O Nt O 0 O I z O Q (n W m LL 00 a) M O NET0 Ln r Z 0 Q H W cc LL N O N J 3 FINISH GRADE PRIOR TO POP-UP SPRAY HEAD VALVE BOX WITH LOCKING LID OR FINISH GRADE PRIOR TO PLACING SOD OR MULCH ADJUST TO FINISH GRADE APPROVED EQUAL PLACING SOD, OR MULCH 1" SOD AREAS 1" SOD AREAS 3" SHRUB/ 3"GROUNDCOVERISHRUB AREAS GROUNDCOVERAREAS = MANUAL BALL VALVE _�IIIIII IIIIIII- UNDISTURBED EX SOIL OR EX SOIL SCH 40 PVC ELL COMPACTED To 85% MAX DRY DENSITY UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO _ SCH 80 PVC NIPPLES SIZE TO MATCH 85% MAX DRY DENSITY _ SUPPORT VALVE BOX SPRAY HEAD SIZE, TYP (8" MIN WITH FOUR BRICKS TYP SCH 40 PVC ELL LENGTH, 45 DEGREE MAX ANGLE l — FROM HORIZONTAL POSITION) —III SCH 80 PVC NIPPLES SIZE TO SCH 40 PVC STREET ELL— MATCH BALL VALVE, TYP SCH 40 PVC MAINLINE PIPE ITl SCH 40 PVC MAINLINE PIPE SCH 40 PVC STREET ELL SCH 40 PVC TEE OR ELL GRAVEL BACKFILL, SEE SPECS, 6" MIN DEPTH, TOP SECTION SCH 40 PVC LATERAL LINE OF GRAVEL FLUSH WITH BOTTOM OF VALVE BOX SCH 40 PVC ELL SECTION POP-UP HEAD WITH POLY SWING RISER 2 MANUAL BALL VALVE NOT TO SCALE NOT TO SCALE NOTES: 1. ALL CONDUITS SHALL EXTEND MIN 18" DEPTH BELOW FINISH GRADE. 2. INSTALLATION TO BE COMPLETED PER MFRS RECOMMENDATIONS. WALL, TYP - AUTOMATIC IRRIGATI01 CONTROLLER ELECTRICAL SERVICE CONDUIT PER LOCAL 8 NATIONAL CODES: SEE ELECTRICAL DWGS 2" GALVANIZED STEEL CONDUIT FOR CONTRO WIRES (OPTION - PAINT TO MATCH WALL) SECURE TO WALL WITH APPROVED STRAPS, TYI FINISH GRADE - UNDISTURBED EX SOIL OR — - EX SOIL COMPACTED TO = 85% MAX DRY DENSITY PVC SWEEP ELL ----------------- �T FRONT SECTION SIDE SECTION EXTERIOR AUTOMATIC CONTROLLER WALL MOUNT NOT TO SCALE NO. REVISION TWO STACKED VALVE BOXES (AS REQUIRED) WITH LOCKING LID V SOD AREAS, 3" SHRUB/ GROUNDCOVERAREAS SCH 40 PVC MAINLINE PIPE, —L�7-A TYP (LENGTH AS REQUIRED) - -� PVC 45 DEGREE ELL, TYR REDUCE DOWN TO DIRECTION OF NECESSARY FLOW SENSOR SIZE AS WATER FLOW � FLOW SENSOR SUPPORT VALVE BOX FOUR BRICKS, TYP VALVE BOX WITHLC^9090'^ LID OR APPROVED 1" SOD ARE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 8: MAX DRY DENSITY GRAVEL BACKFILL I SEE SPECS 6" MIN I GRAVEL FLUSH WITHBOTTOM OF VALVE BOX SECTION PRESSURE REDUCING VALVE NOT TO SCALE PE -89 COMMUNICATION CABLE WITH 12" MIN SERVICE COIL 8 WATERPROOF WIRE SPLICE CONNECTORS LOCATE UNDER PIPE, TYP FINISH GRADE PRIOR TO PLACING SOD z L MASTER CONTROL VALVE `v SCH 40 PVC MALE Ni I ADAPTER, TYP 18" MIN GRAVEL BACKFILL FOR DRAIN, SEE SPECS 6" MIN DEPTH, TOP OF GRAVEL FLUSH WITH BOTTOM OF VALVE BOX, TYP FLOW SENSOR OR MASTER CONTROL VALVE NOT TO SCALE BY I DATE I APPR raRnaVOITmA111*1i "°°"°T " 1903/11B1 ® CITY OF 0 RENTON DATUM Planning/Building/Public Works Dept. UCING VALVE I GRADE PRIOR TO NG SOD SCH 40 PVC ELL SUPPORT VALVE BOX WITH FOUR BRICKS, TYP SCH 80 PVC NIPPLES SIZE TO MATCH PRESSURE REDUCING VALVE, TYR FYN:[L99HN14L11PIIICI�J19q SCH 40 PVC ELL ■ HBB LANDSCAPE ARCHITECTURE 215WESIW(E AVENUE NPiTI M.882. 3051 ph" 8ENT E. WA 881M 2W88R32i5Y„ IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING Q cclose 02/15/2018 FIRE STATION 15 2/12/18 1404 N 30TH STREET FELENNOOKPmD' RENTON, WA 98056 L2.02 IRRIGATION DETAILS � , 0A A H n U N DB LD O O O r Q Z) J O O) O O O I LID r z 0 Q (n W m LL 1•=20' °�`" o. Koons o C. DNXiINS � J. HOWMD IFN ONE INN raRnaVOITmA111*1i "°°"°T " 1903/11B1 ® CITY OF 0 RENTON DATUM Planning/Building/Public Works Dept. UCING VALVE I GRADE PRIOR TO NG SOD SCH 40 PVC ELL SUPPORT VALVE BOX WITH FOUR BRICKS, TYP SCH 80 PVC NIPPLES SIZE TO MATCH PRESSURE REDUCING VALVE, TYR FYN:[L99HN14L11PIIICI�J19q SCH 40 PVC ELL ■ HBB LANDSCAPE ARCHITECTURE 215WESIW(E AVENUE NPiTI M.882. 3051 ph" 8ENT E. WA 881M 2W88R32i5Y„ IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING Q cclose 02/15/2018 FIRE STATION 15 2/12/18 1404 N 30TH STREET FELENNOOKPmD' RENTON, WA 98056 L2.02 IRRIGATION DETAILS � , 0A A H n U N DB LD O O O r Q Z) J O O) O O O I LID r z 0 Q (n W m LL n 00 O M O NET0 Ln Z 0 Q H W cc LL M O N J 3 ""ING 8 BASE COURSE, SEE CIVIL DWGS \VEL BORROW, COMPACT TO 95% MAX DRY DENSITY 140 PVC SLEEVE WITH MAINLINE ANDIOR ERAL PIPE & CONTROL WIRES INSIDE SLEEVE NLINE AND/OR LATERAL PIPE, TYP JTROL WIRES FOR AUTOMATIC CUNTROL VALVES TAP ED TOGETHER @ 10' OC; DO NOT TAPE TO PIPE SECTION PIPE SLEEVE UNDER PAVEMENT NOTES: 1. ALL MAINLINE PIPE UNDER PAVEMENTS SHALL BE SLEEVED. SEE DETAIL 1/1-2.03. 2. BACKFILL MATERIAL TO BE FREE OF ROCK OR DEBRIS LARGER THAN 1". ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE. FINISH GRADE PRIOR TO It F__ PLACING SOD OR MULCH NOT TO SCALE k � / NOT TO SCALE 1" SOD AREAS PLANTING SOIL OR TURF AREA 3" SHRUB/ GROUNDCOVER AREAS INSTALL DETECTABLE MARKING TAPE ONLY ABOVE MAINLINE, DO NOT _ w v - INSTALL OVER LATERAL LINES TO LOOSEN OUTWARD =IIIFf III - PVC LATERAL LINE - — PVC MAIN LINE CONTROL WIRES FOR AUTOMATIC 2" MIN ALL CONTROL VALVES TAPED TOGETHER SIDES OF — - @ 10' OC, DO NOT TAPE TO PIPE PIPE, TYP —_ AUTOMATIC CONTROL VALVE — — COMPACTED BACKFILL MATERIAL OF WIRE, COILED — UNDISTURBED EX SOIL OR EX SOIL SECTION COMPACTED TO 85% MAX DRY DENSITY MAINAD LATERAL PIPE TRENCH SCH 80 PVC CLOSE NIPPLE BOTTOM OF VALVE BOX NOT TO SCALE k � / NOT TO SCALE 1" SOD AREAS 3" SHRUB/ GROUNDCOVER AREAS VALVE BOX WITH LOCKING LID OR APPROVED EQUAL SCH 80 PVC TxT UNION TO LOOSEN OUTWARD 3M DIRECT BURIAL AWAY FROM VALVE SPLICE KIT, TYP FINISH DE PRIOR TO SCH 40 PVC - PLACING, OD OR MULCH FEMALE ADAPTER = —_ AUTOMATIC CONTROL VALVE 30 -INCH LINEAR LENGTH _ OF WIRE, COILED — —� SCH 40 PVC ELL SCH 40 PVC LATERAL LINE GRAVEL BACKFILL FOR DRAIN, 6" MIN = DEPTH, TOP OF GRAVEL FLUSH WITH SCH 80 PVC CLOSE NIPPLE BOTTOM OF VALVE BOX (4 ACROSS ASSEMBLY) —III_ /'� SUPPORT VALVE BOX WITH =III=III=III III= — SCH 80 PVC NIPPLES SIZE TO FOUR BRICKS, TYP MATCH CONTROL VALVE, TYP UNDISTURBED EX SOIL OR SCH 40 PVC TEE OR ELL EX SOIL COMPACTED TO —1 I— —III= 85% MAX DRY DENSITY BALL VALVE SCH 40 PVC MAINLINE PIPE SECTION AUTOMATIC CONTROL VALVE 4 NOT TO SCALE NO. I REVISION N Y4" STAINLESS STEEL "U" BOLT 1" SOD AREAS T GROUNDCOVER/ QUICK COUPLING VALVE SHRUB AREAS 1"DIA SCH 80 PVC PIPE FINISH GRADE PRIOR TO PLACING, SOD OR MULCH QUICK COUPLING VALVE, CENTER WITHIN BOX AND PLUMB VERTICALLY SCH 80 PVC NIPPLES TO MATCH QUICK COUPLING VALVE SIZE, TYP SCH 40 PVC ELL SCH 40 PVC STREET ELL PLAN OF ANTI -ROTATION PIPE VALVE BOX (10" ROUND) 12" MIN ? CLEAKANUE - 3I- CLR '_�\ eI=nTInNI QUICK COUPLING VALVE NOT TO SCALE HARD SURFACE (PAVEMENT, WALL$, ETC) Y4" STAINLESS STEEL "U" BOLT TIGHTEN ON VALVE SNUG TO FIT 3" STEEL FARM FENCE POST - ATTACH TO QUICK COUPLER WITH 3 STAINLESS STEEL CLAMPS SUPPORT VALVE BOX WITH FOUR BRICKS TYP GRAVEL BACKFILL FOR DRAIN (6" MIN DEPTH) UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY SCH 40 PVC MAINLINE SCH 40 PVC TEE OR ELL SCH 40 PVC STREET ELL 6. HBB LANDSCAPE ARCHITECTURE 315WESIW(E AVENUE NPiTI VA.M 3051 ph" 8ENT E. WA 881M ME823MUx IN COMPLIANCE WITH CITY OF RENTON STANDARDS JRRENT PLANNING cclose 02/15/2018 ALTERNATE #1 CD 29 DWI �=r FIRE STATION 15 DATE /t6 CD 2/12 OWE 1"=20" aiZo.r. NAE1�d�naa� CITY OF o. Koons lel 1404 N 30TH STREET � "' p""`c. oKCIKs RENTON RENTON, WA 98056 LE MLDnTUM °"" J. HOWARD7 Planning/Building/Public Works Dept. N� ONE INN L2.OZ BY DATE APPR3CNLXC °'"°L" IRRIGATION DETAILS n U N (`0 LD O O O ri Q Z) J O 04)O O O I LID r z 0 Q (n W m LL I SEC 327 TWP 24N7 R 5E7 W.M. C0P#1 2/23/2018 LO Z 0 F_ I- C1J w cr LL M LEGAL DESCRIPTION TRACT 38 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE EAST 100 FEET THEREOF, SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. BENCHMARK BASIS OF BEARING: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83(91), AS PRESCRIBED BY THE CITY OF RENTON. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88) AS EXTENDED FROM CITY OF RENTON BENCHMARK COR-341 VIA CONVENTIONAL TRAVERSE TECHNIQUES. BM # 1 - CITY OF RENTON COR341 TOP 5/8" STEEL ROD SET IN CONCRETE MONUMENT IN CASE 3' EAST OF CENTERLINE OF INTERSECTION PARK AVENUE NORTH AND NORTH 30TH STREET. ELEVATION = 201.26' BM 2 - CITY OF RENTON COR 526 TOP HARD NAIL 2' EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NORTH AND NORTH 33RD PLACE ELEVATION = 182.09' SITE DATA PARCEL NUMBER: 334210-3245 PROJECT ADDRESS: 1404 N 30TH STREET RENTON, WA 98056 SITE AREA: 47,538.4 SF (1.09 ACRES) DISTURBED AREA: 32,045 SF (0.74 ACRES) EXISTING IMPERVIOUS AREA: 0 SF (0 ACRES) GROSS IMPERVIOUS AREA: 23,145 SF (0.53 ACRES) NET NEW IMPERVIOUS AREA: 23,145 SF (0.53 ACRES) IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA (%): 48.69% BUILDING COVERAGE: 7,039 SF (0.16 ACRES, 15% LOT COVERAGE OF BUILDINGS) BUILDING SIZE: 7,497 SF VEHICLE PARKING COUNT: 12 STALLS BICYCLE PARKING COUNT: 2 STALLS (EXTERIOR) 1 STALL (INTERIOR) ZONING: COMMERCIAL CV, MAX LOT COVERAGE FOR BUILDINGS 19.9% OF TOTAL LOT AREA SEPA MITIGATION THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS INCLUDED IN THE KENNYDALE FIRE STATION 15 GEOTECHNICAL ENGINEERING REPORT, PREPARED BY HWA GEOSCIENCES, INC. DATED DECEMBER 21,2017 AND SUPPLEMENTAL GEOTECHNICAL MEMORANDUM PERMEABLE PAVEMENT RECOMMENDATIONS, DATED JANUARY 30, 2018. 1932 First Ave Suite 201 Imm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pIIc www•Ipdengineering.com Call 3 Working Days Before You DIGl o.Q � 1-800-424-5555 FIRE STATION 15 1404 N 30TH STREET, RENTON, WA 98056 PERMIT # C17-005833 CONTACT INFORMATION ENGINEER LPD ENGINEERING, PLLC 1932 FIRST AVENUE, SUITE 201 SEATTLE, WA 98101 CONTACT: LAURIE PFARR PHONE: (206) 725-1211 EMAIL: LAURIEP@LPDENGINEERING.COM WEBSITE: WWW.LPDENGINEERING.COM APPLICANT/OWNER CITY OF RENTON COMMUNITY SERVICES DEPT 1055 SOUTH GRADY WAY RENTON, WA 98057 CONTACT: ROBERT EBERT PHONE: (425) 430-6602 FIRE STATION OCCUPANCY: RENTON REGIONAL FIRE AUTHORITY 1055 SOUTH GRADY WAY RENTON, WA 98057 CONTACT: WILL AHO PHONE: (425) 430-7000 UTILITY SERVICE PROVIDERS WATER, SEWER, AND STORMWATER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 PHONE: (425) 430-6400 SURVEYOR DUANE HARTMAN & ASSOCIATES, INC 6928 WOODINVILLE-REDMOND ROAD, B-107 WOODINVILLE, WA 98072 CONTACT: DOUGLAS HARTMAN PHONE: (425) 483-5355 CONDITIONS OF APPROVAL 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED OCTOBER 30, 2017. 2. THE APPLICANT SHALL PROVIDE A FINAL DETAILED LANDSCAPE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3. THE APPLICANT SHALL PROVIDE A REVISED ARCHITECTURAL SITE PLAN IDENTIFYING ALL UTILITY EQUIPMENT AND SCREENING. THE ARCHITECTURAL SITE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 4. THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES. PEDESTRIAN SCALE AND DOWN -LIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 1 � i REVISION M. REVISION M. o W NE 44TH ST Nz PROJECT O OJ N a S I T E N 40TH ST ��� � C, c� c SE 66TH � � a a Y a Coleman toe, �v Point N 30TH ST �F Creek Z RENTON W om Z� a NE 27TH S7 7 W Z W W Z = W W N in Z O' w O w w NE 16TH ST 2RE N T u" N 405 R VICINITY MAP NOT TO SCALE SHEET INDEX SURVEY SHEET TITLE SHEET # A. L.T.A SURVEY 1 COVER SHEET C0.00 PHASE 1 SITE DEMO AND TESC C1.01 PHASE 2 SITE DEMO AND TESC C1.02 TESC NOTES C 1.03 TESC DETAILS C 1.04 GRADING C2.00 DRAINAGE C3.00 DRAINAGE NOTES AND DETAILS C3.01 DRAINAGE DETAILS C3.02 DRAINAGE DETAILS C3.03 DRAINAGE DETAILS C3.04 STORMTECH DETAILS C3.05 STORMTECH DETAILS C3.06 UTILITIES AND PAVING C4.00 UTILITY AND PAVING DETAILS C4.01 UTILITY AND PAVING DETAILS C4.02 UTILITY AND PAVING DETAILS C4.03 UTILITY NOTES AND DETAILS C4.04 R-398728 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: HORIZONTAL: VERTICAL: NAD 198 /199, FIRE STATION 15 4/30/2019 DESIGNED: 1 =20 CITY OF Lip - R 1404 N 30TH STREET FIELDBOOK: DRAWN: RENTONSMN RENTON WA 98056 PAGE: ONE INCH DATUM � DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 00.00 IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY COVER SHEET SHEET: 1 OF:1 0 00 2 0 0 T U N 0 0 a J CA z a 0 U w cr I T Z 0 H a w cr LL M 1�;Z 00 CALC N89°o5'22"w X - - - 551 +0 00 DHA 2596-77 I ( �� 1 "I�erN PIPE IS - 2 � I \�------226D,<E OF PROP LINE 224.8��" 0 REBAR/ CONTROL CAP II �� N� N� END OF FENCE IS 0 N 192409.364 I \ \ - _ i 0.6'E OF PROP LINE UTILITY NOTES: E 1302594.966' \� ��� -------_----225- 1. REMOVE ALL EX UTILITY PIPING WITHIN 3 FEET OF FINISHED Q EL 220.73' - - - - GRADE AND COMPLETELY REMOVE ALL UTILITY STRUCTURES WITHIN r -222 LIMITS OF WORK. UNLESS OTHERWISE NOTED COMPLETELY REMOVE W STEEL FENCE POST�--__-_-- 2.0'E OF PROP LINE \ - - _ _ PROPOSED RESERVOIR ALL UTILITY PIPING AND APPURTENANCES WITHIN PROPOSED 224 LIMITS (NOT PART OF BUILDING FOOTPRINT, BIORETENTION AREAS, BELOW DRAINAGE - - - - - - - - \'� THIS CONTRACT STRUCTURES & FACILITIES, AND WHERE IN CONFLICT WITH WOOD FENCE POST I -221 y - _ 2.0'E OF PROP LINE ) PROPOSED IMPROVEMENTS UNLESS OTHERWISE NOTED. � �� �-- �223. 1 5 2. PROVIDE CATCH BASIN PROTECTION AT ALL INLETS & CATCH i� \ - - - - - ` BASIN WITHIN 300 LF OF CONSTRUCTION. /220 � 1.7253 11 PHASING NOTES: 5' BWF IN DISREPAI I--------- \-221, x� T220� I AREA 1: THE FIRE STATION CONTRACTOR WILL START THE WORK, Z / I AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE 2 0 79� ~ FIRE STATION AND SITE, INCLUDING ALL WORK SHOWN IN AREA 1. � � � � PROPOSED RESERVOIR TOWER - - - - - 21g\ -\ � \ - \ �9 AREA 2 (SHARED): Q CONSTRUCTION FENCE THE FIRE STATION CONTRACTOR SHALL BE RESPONSIBLE FOR: PROPOSED a. PHASE 1 SITE DEMO AND TESC, INCLUDING CLEARING. W I �/ �� �� PROPERTY PARCEL #334210-3240 b. PHASE 2 SITE DEMO AND TESC, INCLUDING ROUGH GRADING OF _ - - _ _ _ _ _ SEPARATION LINE THE ACCESS ROAD, AND PARKING AREA, STABILIZATION AND z17 \ \ HYDROSEEDING OF EXPOSED AREAS, EXCAVATION AND U_ - INSTALLATION OF PERVIOUS PAVEMENT SUBBASE, PROTECTION OF THE PERVIOUS PAVEMENT SUBBASE, TEMP PROTECTION ALONG PAVED EDGE AND ECOLOGY BLOCK WALL. � N c. INFILTRATION TESTING OF PERVIOUS PAVEMENT AREA. c1; 1 CHECK DAM I - // - - 215- \ \ \ \ \ \ \ d. INSTALL THE STORM DRAIN LINE AND CONNECT TO EX CB IN N. (NP) - - T4A C T 3 B \\C 30TH ST. - \ \\ e. INSTALL THE TEMP CONIC SIDEWALK, CURB AND GUTTER - - -� \ \ \ \ f. PROVIDE FOR FUTURE CONNECTIONS OF ALL WORK TO BE FENCE IS 1.5'E / \ \ COMPLETED "BY OTHERS"AS SHOWN ON THE PLANS. OF PROP LINE 0 = v \ \ FENCE IS 0.3'W ( ) THE RESERVOIR CONTRACTOR AS INDICATED "BY OTHERS" SHALL BE RESPONSIBLE FOR: DHA 2596-76 I I i I 1 OF PROP SINE a. COMPLETION OF ALL IMPROVEMENTS WITHIN AREA 2, INCLUDING I 1 UPSTREAM STRUCTURE FINAL PAVING, PERMEABLE PAVING, FINAL GRADING, CURB ON REBAR/ CONTROL CAP I I \ NOT LOCATED WEST SIDE OF ACCESS ROAD, CURB WALL, PARKING STRIPING, N 192252.456' ^\-----� \ _ _ I \ WATER MAIN LINE AND STORM DRAIN OVERFLOW LINE IN THE E 1302633.016' - - J I \ \ ACCESS ROAD, FRONTAGE FINAL WALKWAY AND DRIVEWAY EL 211.80' �274 l \ / IMPROVEMENTS \ \ b. TESTING OF PERVIOUS PAVEMENT AREA PARCEL #334210-��45 \ k�o� AREA 3: THE RESERVOIR CONTRACTOR WILL START AND COMPLETE THE WORK, AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE RESERVOIR AND SITE, INCLUDING ALL WORK SHOWN IN AREA 3. SILT FENCE c`oa PROVIDE c� INTERCEPTOR SWALE AS NECESSARY 1 PROVIDE SUMP AND CEO #3 PUMP AS NECESSARY v TO ROUTE SEDIMENT LADEN TO PROPOSED SEDIMENT TANK IPROVIDEnMIN 6000 GAL STORAGE TANK AS NECESSARY FOR SEDIMENT SETTLING INSTALL SD SYSTEM AS NECESSARY TO PROVIDE OUTLET FOR SEDIMENT CONTROL FACILITY (SEE C3.00 FOR DESIGN INFORMATION) 27 I VE \ z FENCE IS 0'E - _OF PROP L E- I� 'CONE I I I I / REMOVE EX FENCE (TYP) / I I I N. LND of FENCE IS I REMOVE EX TREE `� I I 0.2'W OF PROP P"° _ l \ (TYP) \ I STABILIZED CONSTRUCTION \� I L I ENTRANCE PER STD PLAN c1 .04 SEDIMENT I I I LL \ \TRAP 1 \ \ n /) FM REMOVE EX I 1 VEGETATIONS 1 �� (TYP) \ I - e ■ - C I- <t 7, 0 H (48"DIA) Q \� �� I I Q RIM 215.28 IE NE 209.28 \ \ \ 10 E S 209.18 (nL CHANNELED BOTTOM CD SAVE AND PROTECT I 0 � �\ \ \\ \ Ili I EX SEWER LINE END OF FENCE IS 0.4'E OF PROP LINE Cn PROPOSED 1 i \ BUILDING LIMITS 1 II PARCEL #334210-3237 CATCH BASIN FILTER (a) (TYP) c�oa SS- - - - I �/ U SAVE AND PROTECT EX \ CB TO REMAIN -�ICONCRETE TALK 41 E -- E --- E ASPHALT DRIVE WV T n n n A� r n n/ n n 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www•Ipdengineering.com Call 3 Working Days Before You DIGl o.Q � 1-800-424-5555 / ti / REMOVE EX)ZONC SS - -- FENCE (TYP) cs4- I IN 30TH Sl. - - W -\,-SAWCUT AND REMOVE 215.10 BI \ I; 112.11 RIM 212.39 I \ I SILT FENCE 2 ENE 210.49 c1.oa IE W 210.34 `JIE 212.09 E 210.39 \ I FUTURE ROT 209.44 CB RIGHT-OF-WAY RIM 218.02 Eli SETBACK IE NE 216.42 F PROP IN I IE W 215.97 \� J 4� ASPHALT IE E 215.97 Zvi DRIVE ROT 214.92 co 1225 DIRT / 22P�J� �&ONCRE\TE WALK 212.34 LT - T 1219 / o / - - - -2„GONG / I - �Qt1 )-ter - - SD- I N� / / / / /�P2 IC 0 N C9 I U CD CD lb t CONC co -S---SS00 - SS - 5,��-- SS /896.1500LC?�l 1 16+00 I \ \ \ CUT AND CAP EX WATER SERVICE LINE N\V -�- I \ \ AT MAIN PER CITY OF RENTON �aP CASE 217.38 - - w- - w STANDARDS N - SD- - _EX CURB, GUTTER � - w -�-- \ \ REMOVE METER BOX AND SALVAGE I NUT 215.09 AND SIDEWALK - - 12 C0 SD- - - 31142 C NC \ METER TO CITY �L _ 2"CMP - - - - -_ -_ - - ;:!tE BASS __ 3 47 W, \ PVT .-,oE- t42136 / °� CON C�ETE \N�ALK ° PP/UG ASPHALT z © W_ B I(SOLID LID) DRIVES O U B ASPHALT CB 0� WAS// 7 �w �?o 30TER`�� N0. REVISION BY SURVEYED: SCALE: DESIGNED: Lip DRAWN: SMN CHECKED: DATE APPR APPROVED: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF 'K RENTON Planning/Building/Public Works Dept. C0P#1 2/23/2018 20 0 10 20 40 Scale 1In=20' LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR EX BUILDING l _ PROPOSED BUILDING OUTLINE �- 7<71�ASPHALT SAWCUT LINE REMOVAL CONCRETE REMOVAL CONSTRUCTION ENTRANCE CONSTRUCTION FENCING SILT FENCE EX CURB TO BE REMOVED EX UTILITY TO BE REMOVED CATCH BASIN FILTER - - - - LIMITS OF WORK FOR TREE REMOVAL AND PROTECTION, SEE LANDSCAPE SHEET LO.01 R-398729 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 PHASE 1 SITE DEMO AND TESC DATE: 4/3D0/2019 F1 PAGE: 01.01 SHEET: 2 OF:18 00 L0 0 0 0 Cq C'7 0 0 a J 0 0 0 O V Z Q 0 0 W Er 111.0 Z 0 H F_ W Ir LL M 00 CL�V N89°05'22"W " 551 +02.39 1>CIN PIPE IS - DHA 2596-77 _ C'7 REBAR CONTROL CAP � � � � � \ � � - - - 22s0<6 E OF PROP LINE 224.04 LT END OF FENCE IS 0 N 192409.364 I \ _ _ i 0.6'E OF PROP LINE UTILITY NOTES: E 1302594.966' \ \ \ - - - - - - - _ - -225 - - x 1. REMOVE ALL EX UTILITY PIPING WITHIN 3 FEET OF FINISHED QEL 220.73' r -22 - - - - GRADE AND COMPLETELY REMOVE ALL UTILITY STRUCTURES WITHIN STEEL FENCE POST - _ LIMITS OF WORK. UNLESS OTHERWISE NOTED COMPLETELY REMOVE W - - - PROPOSED RESERVOIR LIMITS (NOT ALL UTILITY PIPING AND APPURTENANCES WITHIN PROPOSED 2.0'E OF PROP LINE I \\ 2 - PART OF THIS CONTRACT) BUILDING FOOTPRINT, BIORETENTION AREAS, BELOW DRAINAGE STRUCTURES & FACILITIES, AND WHERE IN CONFLICT WITH X PROPOSED IMPROVEMENTS UNLESS OTHERWISE NOTED. TEMPORARY ECOLOGY BLOCK WALL INSTALLED - BY CONTRACTOR REMOVED BY OTHERS 2. PROVIDE CATCH BASIN PROTECTION AT ALL INLETS &CATCH J - - - - - •2 WALL TO PROVIDE TEMP EXCAVATION SUPPORT BASIN WITHIN 300 LF OF CONSTRUCTION. /22 AKEA 3: �2� AT 1 H:6V INSTALLATION (TYP) � PHASING NOTES: L0 I ---- ---- RC`^`AS IR r I / 20 INSTALL PERVIOUS PVMT 10 AREA 1: THE FIRE STATION CONTRACTOR WILL START THE WORK Z / FF L'�`-O I SUBBASE TO RECEPTOR C� AND WILL BE RESPONSIBLE FOR COMPLETE CONSTRUCTION OF THE / / 2'79 C \ AND PROTECT FIRE STATION AND SITE, INCLUDING ALL WORK SHOWN IN AREA 1. �� ��--------\�_-"I,\ �� AREA 2 (SHARED): Q 18­, _ - \ CONSTRUCTION FENCE f t THE FIRE STATION CONTRACTOR SHALL BE RESPONSIBLE FOR: CO \ NKUNUSEu C1.04 a. PHASE 1 SITE DEMO AND TESC, INCLUDING CLEARING. W PROPERTY P ARC #33421 O- 3240 b. PHASE 2 SITE DEMO AND TESC, INCLUDING ROUGH GRADING OF w _ _ _ - - SEPARATION LINE THE ACCESS ROAD, AND PARKING AREA, STABILIZATION AND - 217, - -- 217.9 TW 216.8 TW 213.1 FG HYDROSEEDING OF EXPOSED AREAS, EXCAVATION AND U 213.9 FG SILT FENCE INSTALLATION OF PERVIOUS PAVEMENT SUBBASE, PROTECTION OF INSTALLED BY CONTRACTOR TO C� THE PERVIOUS PAVEMENT SUBBASE, TEMP PROTECTION ALONG - BE TRANSFERRED TO RESERVOIR PAVED EDGE AND ECOLOGY BLOCK WALL. 1 - - - N CONTRACTOR c. INFILTRATION TESTING OF PERVIOUS PAVEMENT AREA. I,21 d. INSTALL THE STORM DRAIN LINE AND CONNECT TO EX CB IN N. �jO� ' C 30TH ST. - - Oo0oo0U0�0000 000 0o0o-oO0 00 0 WORK SEPARATION e. INSTALL THE TEMP CONIC SIDEWALK, CURB AND GUTTER OO OCO��O OCO O CC 0 g0 ''1 1- U 0 N \ \ LINE f. PROVIDE FOR FUTURE CONNECTIONS OF ALL WORK TO BE ROUGH GRADING FOR <v 212 O"o0�000�000�0 Og�00g�00 COMPLETED "BY OTHERS" AS SHOWN ON THE PLANS. FUTURE IMPROVEMENT I- oOooQooOooQoo oO�0�0� D OoO.0�0o�Q0�0o�Q0�0o�0 Oo \ \ THE RESERVOIR CONTRACTOR AS INDICATED "BY OTHERS" SHALL BE HYDROSEED PER I O O U FENCE IS 0.3'W ( ) �"ac� c� RESPONSIBLE FOR: LANDSCAPE N O �O O O O � I IX n� PRnP i i�i� ui If1 LJJU- U I �QoOo�Qoo�QoOo 000� oOo�QoOo�Q� o�Q� o L , PROVIDE TEMPORARY a. COMPLETION OF ALL IMPROVEMENTS WITHIN AREA 2, INCLUDING o 0 Qo 0 1, 0 O� 0 1 EDGE PROTECTION STRUCTURE FINAL PAVING, PERMEABLE PAVING, FINAL GRADING, CURB ON REBAR/ CONTROL CAP L O O O(' OC O O OC OC O N 192252.456'�Og��Og�`00�00��000�000�000�000� 0� O�O f ° \ (TYP ALL EDGES) WED WEST SIDE OF ACCESS ROAD, CURB WALL, PARKING STRIPING, QQ D o D o o 0�00 0�0o O o�0o a \ WATER MAIN LINE AND STORM DRAIN OVERFLOW LINE IN THE E 1302633.016' / oO0 I ° , \ ACCESS ROAD, FRONTAGE FINAL WALKWAY AND DRIVEWAY EL 211.80' IL/ .....:.....:.................. .::..._.:.:... IMPROVEMENTS 21 ' \ b. TESTING OF PERVIOUS PAVEMENT AREA - ••. °. ' / co\ AREA 3: THE RESERVOIR CONTRACTOR WILL START AND COMPLETE L - °C """""' �\ THE WORK, AND WILL BE RESPONSIBLE FOR COMPLETE \............ CONSTRUCTION OF THE RESERVOIR AND SITE, INCLUDING ALL WORK .... . .. _-._ ._ I SHOWN IN AREA 3. \\ \III ....::::::::: Vi• I H (48"DIA) - llstJJ �- PROVIDE TEMPORARY ' ` r 210 � \ � \ °aIN. � 1 a Q RIM 215.28 IE NE 209.28 c EDGE PROTECTION �� �1 \ , \ \ (TYP ALL EDGES) E S 209.18 - ��� \\ D CHANNELED BOTTOM CD I \ ARE 1: 1 209 FD 0' /, �\\ FIRES tAT 10N #1.Ji - S. END OF FENCE IS �� I N 0.4'E OF PROP LINE \FF 212.01 ID I PARCEL #334210-3237 i SILT FENCE CEO #334210- 3248 N ° 9 L D I I I CBI 2os 208\ �s ✓1 206.40 T`1)•.•_•.::1::C'::...•.....................7.. \° :::.. o S 204.20 S Co. :C�. :::::: 212.1E 204.15 -- --- ---- 1 B RIM 212.39 I J 204.00 E NE 210.49 :::� IE W 210.34 PROVIDE SOLID - -C 212IE E 210.39 � COVER ON CB 7 1 ---- I::::::::::::. ::a:: I .o9FUTURE BOT 209.44 CB ASPH AL I :.I.:.. . . . I RIGHT-OF-WAY RIM 218.02 IVE \ / - ° a ::: .::::f I\ II SETBACK IE NE 216.42 zo - - - - I I IE W 215.97 j / ° ° ASPHALT �vl v - - _ I � a a ` a 1 °/� ° ••:•....•.•;\_\.•.•.•.•:•.•.•.•:•.•.•.•.•_•: a. � IE 214.92 co s 904'29 - �_ - ......: DRIVE 1'CONL - T - - o - - T. -r.-.� .�. T. _ - 1225 DIRT 7 °�. ' :d 20 1° ADS -- ---- - ��-- .........i....... N 222 GONCRE\TE WALK x219.12 �. 50 - .... .......... T 1219 CATCH BASIN FILTER �� ��i �.� �i/ I �o / / / ° �/ / 2"CONC/ / T2"/C0NC9116 - SD- TYP "' do �o /ti o �i / I / / o �- SS--� ss - -- Ss- I s� -- ss/-- ss---81, ONC - ,I� /� /�� ��CONC co � / j ,��� N � , _ \ \ T /� sue- - s - - - ss - ss - s -�- - Ss�/896.8150�LC)�� / 16+00 \ \ \ N.. 30TH S , � I \ \ PROTECT EX SIDEWALK �,178.83 CALC I -�--- INSTALL TEMP 5.5 CONC o \ \ ) VI�V - - w- �. SIDEWALK PER COR STD \ 12" \ I �\ \\ TO REMAIN \1178.84�(R1) I \\ TOP CASE 217.38 - _ PLAN 102 WITH CURB �� o--- w - w ; -- w--- w -- w-�-_ �� w -�_ w w-\ \ \ \ T0, NUT 215.09 AND GUTTER PER COR - SD- - - � D_� ADS D �� _ - 12"C0 31142C NC \ 313 \ T �, STD PLAN 101 SD- - - - - \ PP�UG V'CMP \ \ w- _ " \ICONUNE I F WALK - - - - - - -SD- 3 CMP 50. a � a a E -- E---- E -- --- ---- - -- -- - _=--�.-JJE- �213 6 / CONCRETE YALK .47 tti� ASPHALT RASS PP/UG ASPHALT z © \Pvr w\ DRIVE WV B I(SOLID/l LID) DRIVES 01 U B I ASPHALT CB \\ T /lfl n n rr nnl n 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering p l l c www.lpdengineering.com J. PP WA WA Call 3 Working Days �����o�� Before You DIG! - 307Eg 1-800-424- 555 40 L B�" N0. REVISION BY C0P#1 2/23/2018 20 0 10 20 40 Scale 1In=20' LEGEND - - PROPERTY LINE - - - - ROUGH GRADE -230-- EX CONTOUR (INDEX) -23I- - - EX CONTOUR _ EX BUILDING l I PROPOSED BUILDING OUTLINE CONSTRUCTION FENCING SILT FENCE CATCH BASIN FILTER PROPOSED BUILDING ° CONCRETE PAVEMENT .............:::.: HEAVY DUTY CONCRETE FOR TREE REMOVAL AND PROTECTION, SEE LANDSCAPE SHEET LO.01 R-398730 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: HORIZONTAL: �:NAD 198 /199, FIRE STATION 15 4/30/2019 DESIGNED: 1 -20 � CITY OF Lip - 1404 N 30TH STREET FIELDBOOK: DRAWN: RENTONSMN WA 98056 PAGE: ONE INCH DATUM • RENTON, DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 01.02 IF NOT ONE INCH DATE APPR I APPROVED: SCALE ACCORDINGLY PHASE 2 SITE DEMO AND TESC SHEET: 3 OF:1 00 L0 0 0 0 Cq C'7 0 0 a J 0 0 0 0 T Z Q 0 0 W Er 111.0 Z 0 Q W Ir LL r Z 0 F_ Q F_ w cr LL I 0 cm 0 a cl 0 0 Rm I 0 L0 0 1 0 1 N N 1 0 0 3 Im t .o i U J a 0, W 0 J N w Q z w GENERAL NOTES 1. EXISTING CONDITIONS: 6. REGULATORY REQUIREMENTS: A. CONTACT ALL NECESSARY UTILITY PURVEYORS TO COORDINATE UTILITY CUTOFFS AND A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED. REGULATIONS. IF THERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL. B. OBTAIN ALL NECESSARY PERMITS. C. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: 7. SAFETY SYSTEMS: 2. ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT FACILITIES. A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR -FEET IN DEPTH WITH A SAFETY SYSTEM CONFORMING TO THE REFERENCED REQUIREMENTS. 3. DO NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. B. THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED PERSON AND MEET THE REFERENCED REQUIREMENTS. 4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA SAFETY STANDARDS AND CITY OF RENTON REQUIREMENTS. A. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING 8. EXCAVATION: UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT VARIANCE WITH PLANS. A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE CONSTRUCTION TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT DOWN TIME. VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN 5. DIMENSIONS AND LAYOUTS: THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. A. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING. B. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE B. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY FLOODING, CONTAMINATED RUNOFF, OR ICING. RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE DOCUMENTS ARE ENCOUNTERED. NOTIFIED. C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE 9. FILL MATERIALS: LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE A. IF ANY FILL IS ANTICIPATED TO BE BROUGHT TO THE SITE THE APPLICANT SHALL SUBMIT AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST LICENSED ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER PROVIDE DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING DEPARTMENT OF TRANSPORTATION (WSDOT) APPROVED SOURCE AS ALLOWED BY RMC THE ACCURACY OF WORK ON THE SITE. 4-4-060N.4.G. GRADING NOTES CONSTRUCTION NOISE NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE "GEOTECHNICAL ENGINEERING STUDY, RENTON FIRE STATION 15, 1404 NORTH 30TH STREET", HWA GEOSCIENCES, INC. AUG 31, 2017. 2. THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT THE SOIL CUTS PRIOR TO CONSTRUCTION OF WALLS AND INSPECT THE COMPACTION IN FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE CITY INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 3. THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE -CONSTRUCTION MEETING(S) IN ADDITION, THE FOLLOWING CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD: A. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS. B. CUT SLOPES OVER FOUR FEET HIGH. C. BENCHING FOR FILL TO BE PLACED ON SLOPES. D. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT. E. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. F. SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF ROCKERIES. 1. FOR ALL COMMERCIAL, MULTI -FAMILY, AND NEW SINGLE-FAMILY HOMES, CONSTRUCTION -RELATED NOISE IS ALLOWED: 7 AM TO 8 PM MON-FRI 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY NO WORK SHALL BE PERMITTED ON SUNDAY. NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6:00 PM. 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. MOBILIZATION/STOCKPILE AREA NOTES 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 - 3:30 UNLESS OTHERWISE REQUESTED AND APPROVED BY CED. STREET SWEEPING NOTES 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. DUST SUPPRESSION G. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES. 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. H. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. I. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE STABILIZATION. 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE CITY OF RENTON. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO J. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD. KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. 4. AT THE END OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL BIORETENTION AREA PROTECTION NOTES SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT. 1. LIMIT CONSTRUCTION VEHICLE TRAFFIC WITHIN FOOTPRINT OF BIORETENTION AREAS TO MAXIMUM EXTENT FEASIBLE DURING CONSTRUCTION. 2. DO NOT EXCAVATE BIORETENTION AREAS TO SUB -GRADE UNTIL SITE HAS BEEN STABILIZED AND JUST PRIOR TO INSTALLATION OF BIORETENTION SOIL AND PLANTING. 3. GEOTECHNICAL ENGINEER TO REVIEW BIORETENTION SUBGRADE PRIOR TO INSTALLATION OF SOIL AND PLANTING. 4. DO NOT ALLOW CONSTRUCTION STORMWATER RUNOFF TO ENTER EXCAVATED BIORETENTION AREAS. J. Ij1� 1932 First Ave � wAs Suite First Cell 3 Working Da � �� 0� A t// Before You DIG! Seattle, WA 98101 p.206.725.1211 30766 f.206.973.5344mmm engineering pllc www•Ipdengineering.com 1-800-424-5555 �s`S'I0NAL ���'� NO. REVISION B. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. C. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE OF THAT PORTION OF THE SITE. D. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. E. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. F. COMMON FILL MATERIAL SHALL CONSIST OF ON -SITE EXCAVATED SOILS FREE OF ORGANIC AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED COMPACTION CAN BE READILY ATTAINED. THE MOISTURE OF COMMON FILL MATERIAL AT THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. G. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT. H. STRUCTURAL FILL SHALL BE NON -ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, PLACED IN MAXIMUM 8-INCH LOOSE LIFTS, WITH EACH LIFT BEING COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTM:D 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 10.COMPACTION: REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557). LOCATIONS REQUIRED MINIMUM RELATIVE COMPACTION UTILITY TRENCHES: 95% UNDER WALKS AND PAVING: 95% AGAINST WALLS: 90% PLANTING AND LANDSCAPE AREAS: 85% PERMEABLE PAVEMENT SUBGRADE: 90-92% OTHER: 95% 11.FIELD QUALITY CONTROL: A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. SWPPS PLAN NOTES 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS SHALL BE STORED ON -SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OWN EXPENSE. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON -SITE MAINTENANCE. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE TRUCK WASHOUT OFF -SITE AT AN APPROVED AND LEGAL LOCATION. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 10.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS ATTENTION, INCLUDING RECORD KEEPING. 11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT, INCLUDING RECORD KEEPING. SURVEYED: DESIGNED: Lip DRAWN: SMN CHECKED: BY I DATE I APPR I APPROVED: SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON TESC NOTES C0P#1 2/23/2018 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 17. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE FOLLOWING PHASE III CONSTRUCTION. WET SEASON SPECIAL PROVISIONS 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.2.1.2, 2017 RSWDM). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.2.1.2, 2017 RSWDM). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.2.1.2, 2017 RSWDM). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.2.1.2.6, 2017 RSWDM). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.2.1.2.2, 2017 RSWDM). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.2.1.3.1, 2017 RSWDM). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D.2.1.4.2, 2017 RSWDM). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5, 2017 RSWDM). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.6, 2017 RSWDM). 10.PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.2.4.3, 2017 RSWDM). 11.ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D.2.2, 2017 RSWDM). R-398731 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 TESC NOTES DATE: F14/3D0/2019 PAGE: 01.03 SHEET: 4 OF:18 0 00 0 L0 0 0 I 0 cq C'7 0 0 0 a J 0 0 0 0 I T Z Q 0 0 w cr L0 Z 0 H Q F_ w cr LL v N I cm z a cl 0 0 Rm I 0 L0 0 1 co N N TF w z w P ,AirffY,4l e..aa Pld9iGarGLL _':o�= AT,FW`Sftrf@SftSxES4W1M&,iGH63k'� - tow - '�RiFA�FC,Y49rA 00 AAA 2. 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E=1T �,g NTS 7 NTS CITY OF RENTON STD 217.00 - INTERCEPTOR DIKE 5 CITY OF RENTON STD 217.10 - INTERCEPTOR SWALE 6 CITY OF RENTON STD 217.40 - CHECK DAMS SPACING AND CROSS SECTION TEMPORARY EDGE PROTECTION EX GRADE PROVIDE 12'> 6"-12" PERFORATED PIPE AS NECESSARY OVERLAP OF FABRIC TO TOP OF PIPE SHALL BE 6" MIN PROTECT ABOVE GRADE u PERMEABLE PROVIDE SOLID COVER STRETCHER BAR z SADDLE CLAMP O BOO O BOO BOO O ODO oa LAYERS RUNOFF WITH SEDIMENT DISCHARGE TO STORAGE p TANK VIA TEMP FORCE (N) (nP) ASSUME ° ° ° MAINS O O O 0�00� 0�00 00� 0�00�00�00� EXCAVATED 5% 000 00 000 o0oa0 ca 0oa0ooa00oa0o 12">0 ° Oda �O�a a �OQ �OQ OQ OQ �OQ D00 DOv oo TO 7.5 SUB -BASE OOoo OOoo 00� 00 000)000� 000� 000� 000� 000( BELOW 0�00� 0�00 00� 0�00�00Cl>00�00� GRADE FOR c' ao0o00 0 000 0 000 00C 0 C 0600. 00 000 0�00 0 PERVIOUS 000000�O 0�0 PROVIDE 12 MIN WASHED ROCK OPVMT O PROVIDE AROUND PERIMETER OF PIPE FABRIC TYP oa0.o�oa0�0 a0�o0 O�OOOQO �0o0�0o0��0O0��0 O�OOOQ0�00 ALL EDGES j1 ° ° ° ® WRAP WITH PERMEABLE ° ° ° 00�0 , I, //%//%///%/ // //%///%////%//%//%//%//%//%//%//%//%//%//%//%//%//%//%\//%/i z i °�Ooo ° ° ° FILTERED o000 24 -36 PVC 0 R H DPE PIPE // ��� RUNOFF W/ 2 DIA WEEP HOLES OR SUBGRADE RECEPTOR 12" QUARRY SPACES GEOTECHNICAL o �� 0�00 ° ° ° p oo APPROVED EQUAL 7.5' BELOW EXISTING TEMP SEPARATION FABRIC TO ENGINEER TO REVIEW "� % gj0 ° ° ° 0 \�' R 3 9 8 73 2 ------=i------i-i-i i-�r� GRADE. PROTECT SUBBASE AND APPROVE / °0� ° ° ° _ 000 WIRE TIES I� 1I II; II; II 11 iI II II -I -III-III-III-I I -I I I -I I I -I I I� i,I I -I I' RECHARGED BED 0� o ° ° ° r - - - SUBGRADE TO BE �c0� =III-III-III-III=1 III- -III-III-III III -III -III- NON WOVEN GEOSYNTHETIC FABRIC MATERIAL CONFIRMED BY 0 0 0 ° ° ° 00 PER WSDOT 9-33.2(1) REPLACE AS ;o°o�o� ono°��i IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 x 2 MESH, 11 GAUGE GEOTECHNICAL 0 °° � 0 RECOMMENDATIONS 36 MIN RECHARGE BED NECESSARY WHERE �000 MIN PROVIDE SECURE 00� / EX SUBGRADE MATERIAL FOWLED BY SILT OR Oo ATTACHMENT AROUND OTHER DELETERIOUS ��j ° ° ° CONCRETE BLOCK ENTIRE FENCE PANEL RECEPTOR SOIL GEOTECHNICAL ENGINEER MATERIALBY WATER LEVEL TO REVIEW INSTALLATION ( MIN 80 LBS NOTES: OTHERS) SUMP PUMP AND MOTOR 1. REFER TO DETAIL 12 SHEET C4.2 FOR HEAVY DUTY PERMEABLE PAVEMENT NTS SECTION FOR ADDITIONAL INFORMATION. NTS CONCRETE BLOCKS NTS CONSTRUCTION FENCINGJ. SUB -BASE FOR PERMEABLE PAVEMENT O SEDIMENT SUMP & PUMP OY WASyt `q SURVEYED: SCALE: DATE: 1932 First Ave ti , �c HORIZONTAL: ONTA�L-.:NAD 198 /199, FIRE STATION 15 4/30/2019 Call 3 Working Days Suite 201 Before You DIG! `' �� �' DESIGNE : 1 -20 CITY OF 1404 N 30TH STREET Seattle, WA 98101� PIAELDBOOK: - DRAWN: RENTON p. 206.725.1211 ^CT DRAWING N0: og, -;)6 �� 07666R�� �� SMN ONE INCH DATU M RENTON, WA 98 56 f. 206.973,5344 ��of s ti CHECKED: Planning/Building/Public Works De t AT FULL SCALEDept. 01.04 �SIo IF NOT ONE INCH engineering pllc www•lpdengineering.com 1-800-424-5555 NAL N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TESC DETAILS SHEET: 5 OF, 18 0 2 O 1 ` 0 a J n i n V Tf i w cr LL I L0 r z 0 F- Q F- 00 w Ir LL 3 I 0 Z m I 0 Rm L0 0 I 0 i N N I c 0 t� s c i c 0 L 3 Im V) N to U N O U J J a 0, c w 0 J w a z w ?15 1��Z 00 (CAL � N89 05 22 W 1 "IRCIN PIPE IS X 771 DHA 2596-77 ' 3-10" DEG � � '\ - -2260'�E OF PROP LINE REBAR CONTROL CAP 02- 12"TEc - - - I� �� �� END OF FENCE IS N 192409.364' I \ 3 4 'D-EC -- \ - _ _ GRASS 0 0.6'E OF PROP LINE E 1302594,966' 8" DEC\�-----_- 5--��T EL 220.73 \DEC - - - -22 X STEEL FENCE POST r -22 2.0'E OF PROP LINE s -5E - - - -2 _ PROPOSED RESERVOIR LIMITS (NOT 2'�pEc \ PART OF THIS CONTRACT) 2-12" DEC-, IN 213.50 TC 213.00 TPI / DHA 2596-76- . REBAR/ CONTROL CAP N 192252,456' E 1302633.016' \ EL 211.8�' 212.81 TC 212.31 TP CEO #334210-3248 C B 209.57 1 209.07 1 RIM 206.40 XIEBOT W 204.20 S 204.20 E 204.15 204.00 \ 209.20 TC 208.70 TP 0 z 0 0 MATCH EX 7 1� CON'C,E 850 - - -' E / '%\k\, 1207.93 TC� " - - S S - - 207.43 FL �--SS----SS--��-S�,- / 8/ OTE: 1.5% MAX CROSS -� _ \ SLOPE PER COR STD 102 `\ N.. 30TH S� -- w--r�� W---- W---- L-- 12 Y3670 ��-SD--_ 12 ADS - \ICONCRETE TALK 850*. a _ a a /lam r - ,.�-- - __---- - 1932 First Ave Suite 201 Imm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering p l l c www.Ipdengineering.com Call 3 Working Days Before You DIGl o.Q � 1-800-424-5555 -1 LL- X� PROPOSED PROPERTY PARCEL #334210-3240 SEPARATION LINE �\ \\ WORK SEPARATION N LINE A�� 1 r\211.99 FENCE IS 0.3'W OF PROP LINE UPSTREAM STRUCTURE NOT LOCATED ---MH (48"DIA) RIM 215.28 IE NE 209.28 IE S 209.18 CHANNELED BOTTOM S. END OF FENCE IS 0.4'E OF PROP LINE PARCEL #334210-3237 V211.96 211.92 BI 212.11 RIM 212.39 I IE NE 210.49 IE W 210.34 V1212.09 I E E 210.39 FUTURE BOT 209.44 CB RIGHT-OF-WAY RIM 218.02 II SETBACK IE NE 216.42 212.64 �,� IE W 215.97 v 41 ASPHALT IE E 215.97 \ 213.os DRIVE BOT 214.92 ��co z 1225 DIRT -� Ex 212.s1�� �GONCRE\TE WALK x219°12 112.9 T 1219 x212.4s ° /-- /2"GONG/ // i / 85P2 ONC916�--SD MATCH EX o 'V ry �0 / C0 N --- �ONC / ss/896.81500\LC)� / 1 V 78.83 CALC) I TX CASE 217.38 -�- W-N-- W-T-- \�--- \ T0, NUT 215.09 \ oo ,<i it - - -551 +02.39 224.04 LT 0 10 20 Scale 121=20' 548+08.08 212.34 LT 16+00 �2 CMP"B\ CMP SDCONC7VT ASPHALT \\F)Rl\/R ,o W� 40 C0P#1 2/23/2018 LEGEND - - PROPERTY LINE --2JO-- EX CONTOUR (INDEX) EX CONTOUR 230_ _ PROPOSED CONTOUR (INDEX) 231_ _ PROPOSED CONTOUR XXX SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION ///////////„z' PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT ;. GRAVEL PATH SITE WALL VERTICAL CURB CURB AND GUTTER DRAINAGE SWALE GRAVEL DISPERSION TRENCH 1� 1� 1 BIORETENTION POND ID QUARRY SPALL DISCHARGE PAD O AREA/YARD DRAIN TRENCH/CHANNEL DRAIN 505 CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN DETENTION SYSTEM SDC00 STORM DRAIN CLEANOUT FDCO 0 FOOTING DRAIN CLEANOUT DS• DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION BOLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE o° FIRE SERVICE VAULT FIRE SERVICE CONNECTION R-398733 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: HORIZONTAL: ONNTA�L'.:NAD 198/11991 FIRE STATION 15 4/30/2019 DESIGNED: 1 -20 CITY OF Lip -R 1404 N 30TH STREET FIELDBOOK: DRAWN: RENTONSMN WA 98056 PAGE: • RENTON ONE INCH DATUM � DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 02,00 N0. REVISION BY DATE APPR APPROVED: SCALE NOT ONE INCH ALE ACCORDINGLY V SHEET: G OF:1 Q CJ GRADING 00 0 L0 0 0 0 a J 0 0 0 0 I T CA z Q 0 0 W Er L0 z 0 H H MW Ir LL -' - - - - - - 7- - - = - C0P#1 2/23/2018 \ 1�Z 00 CALC\1 N89°05'22"W " - - - - - 551 +02.39 00 ( 7 1 "IRON PIPE IS - 0 DHA 2596-77 3-10" DES, \\ \\ 2 C'`7 REBAR/ CONTROL CAP I� N, N, 226(<�<E OF PROP LINE END OF FENCE IS 224.04 LT I N 192409.364' \ 3-4°'DG 0 I \ N-----GRASS E 1 �! 0.6'E OF PROP LINE E 1302594.966 8" DEC \ ° � - - - - - _ 5 - - QEL 220.73'-22 _ ��� \��\ - ----22 X STEEL FENCE POST - - - - -' �, � \ � � _ _ _ _ 2.0'E OF PROP LINE 6 �`� 12"�pEc - - - - .2 _ PROPOSED RESERVOIR LIMITS (NOT LEGEND - - � E � � • \ � � _ \ � � PART OF THIS CONTRACT) nl � 1 " DEc - \ - - _ - - PROPERTY LINE 0 PARCEL #334210-3215 26" DEC _ \\ . 0 � - _ � ` _ _ _ _ _ \ SD# 6 AREA DRAIN � � EX CONTOUR (INDEX) I �22 \ AREA 3: 2�2\ \ J W/DOMED GRATE 763 20 0 10 20 40 , -23�' - N RIM -2tfi4� EX CONTOUR r - - - _ - - �� I X E IE �2 -(8" W) OUT 210. 41 230 � I - _ R�P - - - - `R \ I WORK IN AREA 2 (SHARED) PERMITTED UNDER - - - - PROPOSED CONTOUR (INDEX) r E� I \ rg�n Z E E , / \ FF !M 0 I THESE DOCUMENTS BUT INDICATED "BY OTHERS" Scale 1n=20' 231 PROPOSED CONTOUR 0 , ` 9� \ \ SHALL BE BY RESERVOIR CONTRACTOR. SEE Of 2-12" DECK _ / SHEET C1.02 PHASE 2 SITE DEMO AND TESC FF 78.0 FINISHED FLOOR ELEVATION - - - - - - _ _ TO SEE TEMPORARY CONDITION TO BE J / - 78� \ \ INSTALLED BY CONTRACTOR. E � ",flEc \ \ PROPOSED BUILDING PROPOSED / a W I 12" DEC 30" DEc \ PROPERTY PARCEL #334210-3240 I CONCRETE PAVEMENT \ \ SEPARATION LINE 217- - - - \ \.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 5 '. .' HEAVY DUTY CONCRETE \ FDCO (TYP) a) LL 4045- LF 8" SD 8" DECK _ _ \ c ASPHALT (AC) PAVEMENT N 0. 68q 1- �- , SD# 12 TRENCH DRAIN A Cl RIM 211.76 7 i, ;, , ;, , ;, , ;, , ;, PERVIOUS PAVEMENT I� -21 \ \ \\ 57 LF © 0.75% SURFACING PER PLAN 21------------'"�� N BOTTOM OF TRENCH=211.31 c`02 0 N ;- l;- 1/ ;- l; ;- ,- - - IF HARD/PAVED SURFACE GRAVEL PATH Q / ->' / / / l '� / / \ IE OF BEND AERT PIPE=210. 36 \� GRADE TO DRAIN Q %;`\%; 1/ /`I% `r �!;`\ ;`\%;` -; 1-/ 1-/ `\%;`I- ,`1 / 1%;` X WORK SEPARATION -- \// /_� -�'i�- /��/_ /_�//��//�� /� /�t�/� /_� \ N SITE WALL it it it it it i it Ii/i_ it it it it it i 11 LINE /_�/�� /� /_�//�\/ /�\/ /� /_�/ P IE 211.68 � VERTICAL CURB r BIORETENTION FACILITY #1 i 1 , - -�(,1 - , - �,-- � ',- 1/,-�1/, �1i-�1/ ,�1%�%•� i � %i��1% `1� 1/ /`�1 /`� \ 304 W/ INFILTRATION TRENCH / _ /-�/ �/. »�����/ \ �r i1 -�14LF 6 SD i1 i1 i1 i- i1 - i1 i1 i1 i1 - \ \ 55 LF WALL DRAIN BOTTOM AREA 301 SF PROVIDED I ; `,% -` `1 / -` ' / ' -`1 %-`1 ' -`1 % `1 %; `1 %-` DCO I F CURB AND GUTTER J I __'�'i:C�?-fr.�1.59 �/��/_� _�/�� _�/_�/ �i�h-���/_ _ \, - SEE DETAIL THIS SHEET BTM EL 210.00 / it it G it it i it it it it it it OF PNh _,r LINL • - 1;- 1;;- 1; 1; / / - 1 / / ;- 1;- 1;- 1;- 1;- / - 1 I DRAINAGE SWALE DHA 2596-76 /� '/�\/����/��'�/ ���\/'�/1�/ ° °D D. SD# 11 OVERFLOW DRAIN � E B A R / CONTROL CAP ` ;- / -` ;-`� � -`� , -`, , � � 1 \ SD# 3 AII�IJN S TR U C TU R F - I I Imo- I - I,-�n1 � �� /- �- Imo- Imo- Imo- Imo- Imo- I�- / / / / / / / / / / / / / / /- /-�/ IE g} }{ / /, /' � /- /- /-�/-�/ /-�/ I p^ GRAVEL DISPERSION TRENCH � � n �n , I � it it ' it it � it � it � it � it � it � i W/ PEDE�TI�IALNOQI�A1fLD ° RIM �210.90 N 192252.456 - / = 210.29 . - 210.36 ;/ \;-\;-\;-\;-\;-\;- - /_�/_�- /�� / / / /_�/_�/_�/_�/_�/_�/_� IM-z13-98213.18 BIORETENTION POND IE-(8" S) OUT it it i rF1 it it it it it it it it it it it 1�g �� / » r;n3 207.35 E 1302633.016 ; `,;; `1;-` ` - -` -` -` -` / -` -` -` / ` / IE �,�- 4 S) OUT `i D ;� 211.33 ° ID QUARRY SPALL DISCHARGE PAD HEIGHT VARIES � 2 P A 3 �'0:::4 ........... :.:.:.:: \ FDCO (TYP) E SEE PLAN a0�0 oa0 0 oa0�0 209.61 �`= - - - / D OOP �OO� BOO 0 j WASHED ROCK O AREA/YARD DRAIN ............. ..... ........ 8 LF 6" SD 2.0% _ °� :....... ..:.:.:.:.:.:.:.: '•'•'•'•'•'•'• ° SDCO TRENCH/CHANNEL DRAIN 0 CONNECT TO DS 2.::::::::::::::::::::::::::::::::::::: :: ::: RIM 212.95 C3.03 O O I ::..................::::.::::.I:::::.:.:.:.:::::: 13 LF 8" SD �� Q :: I I IE 210.70 (6") ° ° D` O O WIN O O 6» PERFORATED CATCH BASIN TYPE 1 RIM 215.28 �000��000��0 O PVC UNLESS O CATCH BASIN TYPE 2 O 1 I E N E 209.28 2 D O O 00 000 OTHERWISE NOTED 0 1� SD# 1 CB TYPE 1 I I I IE�210. 14 1 O \ 0 0 o STORM DRAINAGE PIPE C3.01 W/SOLID COVER �,_ I OUTLET TO DISCHARGE PAD (TYP.) c`.o3 \ i E S 209.18 �.,���� D �� Oa �OOa N RIM 21v�210.74 10 LF 6"' SD 9 2.0% 1 I CHANNFI-FD BOTTOM O� 00_000 r 206.84 IE-z2-6fr8� (8" N) IN N `� CONNECT DS I I 4 LF 6" SD © 2.0% p O FOOTING/SUBSURFACE DRAIN 206.74 IE -�1 (8" S) OUT I _ 209.96 AREA 1: 1 D CONNECT TO DS (TYP OF 3) D D D DETENTION SYSTEM I 21 FDCO / CONNECT FD\� ° 2 - - - I o 43 LF 6" SD ©2.0% \ FIRE&ATION #16 FOOTING DRAIN (TYP)��S ° _ D D °D D SDCO 0 STORM DRAIN CLEANOUT _ I i� u. + t yr rr<UlE °.. ° D D 37 LF SIDp D "° D°. FDCO o FOOTING DRAIN CLEANOUT » SDCO © + 7.0.72% a 4 LF 6" SD @ 0.5% OFF 212.0 1 1 64 LF 6" SD o c-0 RIM 209.46 CONNECT TO BLDG RL » II @ 2.0% COORD W/MECH FOR 21 LF 6 SD @ 2.0% CONNECT TO I PARCEL 334210-3237 DS* DOWNSPOUTS 42 LF 8" SD EXACT INVERT AND BLDG RL I FOOTING AND WALL SIDE SEWER PIPE 00.72q I \ LOCATION COORD W/MECH FOR EXACT INVERT I INTERCEPTOR TRENCH NOTES: BY OTHERS P AR C I 15 LF 6" SD \ AND (LOCATION I I I 79 LF 4 PERF © c�o3 1. WALL DRAIN DETAIL APPLIES TO ALL SEWER CLEANOUT D#�STiI�ILTER L I I D I 0 9% SITE WALLS AND VAULT WALLS. MH3487 (48"DIA) � RIM 208.93 CONNECT DS \\ 1 I SD# 5 AREA DRAIN NTS SIDE SEWER CONNECTION RIM 207.43 6.68 IE 6 W IN IE W 200.18 20. 1E-206,�I » �Q 22.5° BEND a \ I W/ PEDESTRIAN GRATE 6 TYPICAL WALL DRAIN BOLLARD IE W 204.20 Lo ......... . RIM-L 1,��211.97 7 S H DRAIN C A ,� : _r ..... ..... o° 210. 121E 2 1ZTOT� 4" N I N 0) C IE S 204.20 C S CO 1 I ( ) FIRE HYDRANT C3.o I " " " "" "' "' 209.071E 209.4 'B NW) IN I \ : ' ca':�'....:::............ I DRAIN BY �1�IE S BOT 4.15 I a 27 LF 8" SD .:1. :. .,`..:: :: \ ,II 207.921E R%$Wjj1 �PJ(C UT WATER FITTINGS Z \ @ 9.7% 1.9% \ 63 LF 8 SD IE NE 210.49 DRAWINGS HAVE BEEN REVISED PER CONTRACTO S CONSTRUCTION RECORDS B TT E 208.23 45° BEND '.'.•\. ........ .\".'.'• I ©2-3 I. IE W n THIS RECORD DRAWING HAS BEEN PREPARED B SED UPON INFORMATION WATER SERVICE LINES f�M2 d�. - 1 SD# 9 CB TYPE 1 - SD# 8 30 CB Q IE4,qv-,R. ::................ FURNISHED BY THE CONTRACTOR. WHILE THIS I FORMATION IS BELIEVED 4� �3.oi RIM `'R 0 207.89 - - - W/SOLID COVER � WATER METER It 7645 204.54 IE 2E)43S (8" E) IN 1 » I FUTURE BOT RIM�1�99 210.15 TO BE RELIABLE, LPD ENGINEERING, PLLC CANN T BE ASSURED OF ITS Q 13 LF 8 SD » ACCURACY AND THUS CANNOT BE RESPONSIBLE FOR THE ACCURACY OF 204.54 IE `'n��-;5- (12" S) OUT �L I c9 • • I RIGHT-OF-WA�06.901E �-96--��(6 N) IN � � WATER SERVICE LINES BOT 202.30 �' O%3.59 - I THIS RECORD DRAWING OR FOR ANY ERROR OR OMISSIONS WHICH MAY IE 204. 59 (8 N 1� 1 \ I� \ 2 7 ° I'.'.'.'..'..... I II SETBACK 206.851E � 88- (8 NE) IN Q - - - _ _ �1 O 207.751E ''n�- (8" S) IN HAVE BEEN INCORPORATED INTO IT AS A RESUL .THOSE RELYING ON FIRE SERVICE LINE ASPHALT z 25 LF 12" SD _ """ A�PH 07 11 THIS RECORD DOCUMENT ARE ADVISED TO OBTAN INDEPENDENT FIELD DRIVE © 0.72q a 1 n :.: �_ :: _ ::: _ a �� 7A� 151ET (24 W) OUT �Q VERIFICATION OF ITS ACCURACY BEFORE USING T FOR ANY PURPOSE. O _ p ° o FIRE SERVICE VAULT � IE 211.06214.92`� CONNECT TO EX CB - a _ _ • • • 2« / CTION BOT 204.36 IE1§ (12" N) IN ° T „- T - - T - - - T - IRT 548+08.08 FIRE SERVICE CONNE W °�.., ?73 a 263°.. 1` ADS PE \'.(2) 45° ..... -�--20 - - - VERIFY IE AND LOCATION _ _ BEND :':1. N 1 RE\T LIB 219.12 212.34 LT 'o --I 12"CONC I PRIOR TO CONSTRUCTION - 1 - 0.75 0 - - 3' - _ _ _ T 1219 -([� SD OF ANY PORTION OF SID IO / SD# 7 301 CB 8 OTTOM OF TRENC 8 AND/OR PLUMBING SYSTEM /41 LF 8 SD e,' W/SOLID COVER ���° o �. �� ��IE OF BEND VE-RT, l = 8.77 I �/ T2"/C0NC916 0.6% , RIM �-210.07 ti SD# 10 CB STORMFILTER I / o �1n nn SSA---+� __SS_ i IE 204.51 N - SS -- SS �=- S - �96-�-IE 29 .14 (8 N) IN /� RIM 2'0:�--210.45 o 05.07 IIE E �nn5o (84 WE) IN - - S 0$ - SS - S 209�5 IE -(6„ E) IN > ��LC�>'� / 16+00Ti \ \ 6.1 ( ) IE-2�$48 N) OUT R-398734 \ SD# 4 `FLOW CONTROL STRUCTURE . 3AWZW I E - �n� (12 S) OUT \ \ \\ 208.20 V,1 / 8. 83 /� C A LC) I \\ VI�V Z - - - W - - W- - - W \ W- - 2 p5OR�M 2`1S29 1W \_ _ 12„ _\ �\TwORWrIECH CHAMBER SYSTEM \1\ 3 ] 1 \ T(V CASE 217.38 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 \ �n� , �o�lU3�o SD W-� \ w2"ADS �- - I J - - W - vQ ER-DIMEN 604N :-4Q.5'412.1'Wx3.5'� ��' - \ T0� NUT 215.09 206.14 IE �,4- 12 IN \ 0524 IE 12" )III' D-�--- \ \ -- --- Q D-� - - SD- - - 12 CO 131142 C NC `�313 \ PPAJG �2 CMP \ \\ w- -�\ 13 CMP a -_ ICONCRETF I/ALK�_8 W NO lS E -- -_-- - -- - - - - -__ T-- �� 850 a a _ --SD a� a °_ E- a 80-i. 1 -=oE -- E--- E _- --- ---- - -- - _=--�-�E- a213 6 % �•' _ CONCf ETE VI�ALK .47 w�� W DPP/UG ASPHALT ASPHALT RASS PP/IJG ASPHALTE © 2 \ PVT W, DRIVE � T^^DRIVE �/V B ((SOLID LID) DRIVE� oI icy B I ASPHALT CB \\ o w� LL J. p ov WAS�I �� SURVEYED: SCALE: DATE: Call 3 Working Da s 7 t �j VERTICAL: AD 1 83/1 FIRE STATION 15 4/30/2019 1932 First Ave 4' \ �C.� ( , HORIZONTAL: NAD 1983/1991 ui201 98101 a � �� DESIGNED: 1 -20 3 CITY OF 1404 N 30TH STREET FIELDBOOK: Before You DI Lip Seattle, RENTON PAGE: p. 206.725.1211 •�? DRAWN: WA 98056 � 0$� �� �F30766 T{� � SMN ONE INCH � DRAWING N0: f• 206.973.5344 �� oaw CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. C3°00 IDNAL F'l� IF NOT ONE INCH engineering pIIc www•Ipdengineering.com y-800-424-5555 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY DRAINAGE SHEET: 7 oF:18 CID W zz C1 z fn 0 LU Q z m I tr as 0 L0 0 1 OD N N TF w zz w ■ _ CATCH HAS 1NFRAME AND VANEDGRATE (DETAIL 2D4A0) CITY OF RENTON DRAINAGE NOTES C0P#1 2/23/2018 W ® PIPE ALLOWANCES HPN°HOLD 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. PIPE MATERIAL NIMiIL1EN RECTANULNRRDJUSTM ENTSECIDN 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN FRAME AND VANED DRAT! OIMIfAlR ORCIRCUTAR ADJUSIMENTSECTION 0 REINFCof GRCUT,TYPICAL(SEENOTE5) FRAME AND VANED ORATE THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. I PWINCONCRETONCRET 2E FIATaLABTOP 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE THE LATEST EDITION OF THE O ALL METAL PIPE W STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN farm. SPEC. ti_ 2) 12• g e PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE s MDRTAR (TYP.) (STDSOLIDwALSPEC. M. FNG.12(1]) SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR 15• a OR IT PROFILE WALLPJC 15. 2 SEE NOTE A VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE (STD. SPEC. 9Q5.12(2)) CITY. \\llll ♦ CORRUGATED POLYE -Pr ENE CLEAN SURFACE AND BOTTOM AREA. W STORM SEWER PIPE - PROVIDE UNIFORM CONTACT. "°°° THE SURFACETED OFTHE BASE IOMAR AITHT 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER BE ORWTEDTOTHE BOTTOM AREA OFTHE ' _ aoJUSTMENTSEC ION. ADJUSTMENT SECTION ME BAR HOOPFOR SFOR'HEIGHT?HEIG CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.) THE SURFACE WATER TWO R3 BAR HOOPS FOR 12' HEIGHT RECTANGULAR ADJUSTMENT SECTION -Lo DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS A MORTAR FILE w f 1aEamxGsmD P4 DEPARTMENT, SURFACE WATER UTILITY SECTION. NOTES ' " . " PRIMIN-M.'10 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 1. saccep bile alternatives 1ter adstothaccorde'IngershownIntheto the Standard SpePRECAST CA'Aa T,SE °• 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND T, wire mesh having a minimum area of 0.12 square inches par foot shall SEPARATE BASE INTEGRALBASE NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. S CAST -PLACE PRECAST WITH RISER & PRECAusedST TBASE the minimum N. Wineuired eshsbar hownintheALTdinthe ALTERNATIVE pBING 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE PRECA8T BASE SECTION. Wire mesh shall not be placed in the t3 SAR EACH CORNER knockouts. INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. I 2. he k.weliu°conetaofTmall nimumto ism mum P� a°5 = 8 FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE PPE ZDNEB®DMG pickupholes minimum gap between the knockout wall and the outside of the pipe. ^ V , After the pipe Is Installed, fill the gap with joint mortar In accordance 0 SAR EACH SIDE with Standard Specification 9-04.3. SEPARATE BASE PRECAST T 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5. Z0 BAR EACH WAY Z. 4. The Name and grate must be installed with the flange down. O PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the Walls may be sloped at a Data of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7 All shall be routed full after the basin has been laced CATCH BASIN DIMENSIONSXI CATCH 0WSASIN WALL THICKNESS BASEOCHOU THICKNESS MAMUM K SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASEREINFORCINGSTEEL ir�1R IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 4W 4' S• SS" e" 023 a.15 54• 4V 5" 4T e" 0.19 0.19 5T 6" 5" W 6" am 0.25 7T P S" 5a" 1T am a.24 1T TT 17 am a.28 pB. B" 1T 89" 1T am 0.28 BASE SECTION CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS NOTES ARE NOTED ON THE PLANS. ANY D�EIW�ATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, THE ENGINEER TO GROUT W PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3 D UNTIL PERMISSION THEREAFTER IS GIVEN BY 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAVER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. FOR REVIEW AND APPROVAL 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 1/ BOND. g p 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD 6 GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT Q 8. All grade rings and Castings shall be set In mortar In accordance with Standard Specification 9-04.3. NOTES 1. No steps am required when height is N or less. �^ 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. v, a3 BAR EACH CORNER IW MIN. 3. The rectangular frame and grate must be installed With the flange down. W The frame may be cast into the adjustment section. a. Knockouts shall have a Well thickness of T minimum to 2.5" maximum. Provide N BAR HCOP a 1.5' minimum gap between the knockout wall and the outside of the pipe. After Ste pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR PROCTOR. MAXIMUM PERCEN SPECIFICATIONg2pDRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE4,OfDPSI AT7DAY PER APWA STANDARD 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS 8. PICK f LIFTING HOLES ARE TOBEGROUTED WATER TIGHT SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 5. All grade rings, risers, and Castings shall be set in mortar in accordance with pQCanpnet PdyalhyleneSlamSewerPlpa(Sttl.Spec.s.csm) 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL Li SEE NOTE I Standard Specification 9-04.3. (J(s10.s ALTERNATIVE PRECAST BASE SECTION pec.e-05.1z(1)) CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. OO (sin. spec en5.tz(z)) PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT PUBLIC WORKS CATCH BASIN TYPE '1 STD. PLAN - 200.00 � STD. PLAN - 201.00 DEPARTMENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY PUB DEPARTMENT MARCH 2O08 �J DEPLARIC WORKS CATCH BASIN TYPE 2 MARCH 2O08 TMENT LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF NTS N MARCH zoos NTS NITS REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A R TD PLAN 2 1. - B TYPE 2 2 COR STD PLAN 202.00 - CB INSTALLATION UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 3 COR STD PLAN 200.00 CB TYPE 1 CO S O OO C 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 29114. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 's L PIPE ALLOWANCES CATCH PIPE MATERIAL WRH MAXIMUM INSIDIE DMkaTER BASIN DMMUER CONOtETE ALL METAL OP`9SP 1Q SODD WALL PVCQ PROFILE WALL PVD OO 1. 2•• So. 20' ZT 9a' 1. sot• se• sin zr sa, W" 9S' 4T 3r Se" 47 1. Q. 54• 4T 3V 4B• 64' S1' fie' S4' 36' 48' SB' 8a' T2' Sot' 38" 4B' 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 8 WEBS 4 - 8 INCH ROCK / 40 - 70% PASSING; 1 /2" THICK 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. PROVIDE THREE 1" 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS DIA. LIFT HOLES APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED / AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. CENTER FROM 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR SPACED AT 120 INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE "DEGREES (TYP) FOLLOWING: I. This frame Is designed to accommodate 20" x 24" grates or TOP NOTES LJ 2RAISED LETTERS 1 7/8" (TYP) A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL covers SEE NOTE 1 0 0 0 0 FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR 2. Provide two holes in the fame that are vertically aligned With o p B SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL za1M• he grabs 1 Cover NC -Tall. Tap dCapschole toaccept v HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN Locata 5/W'- 11 NC x T alien head cap screw. manufanof urem. dawn holes varies among different O o 0 o O APPROVED OUTFALL LOCATION. B manufacWrere. /� o ] o n o o B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR 3.Rmefqu1e Standard Specification 9-05.15(2)tor additional A o o o o A "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. FOUNDRY NAME C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE SECTION O DRAN._7n WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH o n o o o o INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT �J CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, RECESSEDAU-EN TELEVISION). 0 0 0 HEAD CAPSCREW N 1N" w-11Nc.T ono o n o n E 0 n F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. STORM DRAINAGE y aaA o oL IPIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO ISOMETRIC VIEW o o o` DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. s NON-SKID 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE INTEGRAL DRILL & TAP: ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE PATTERN TO ` " _ 11 C CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. BE CAST ON 120 DEGREES 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 21R. SECTION TOP F (TYP. 3PL.) RING PLAN 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE COVER CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY DETAIL O BOLT -DOWN DETAIL OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED IT COVER PLAN DURING CONSTRUCTION. COR STD PLAN 204.00 -RECTANGULAR FRAME 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY 26 3/8" INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, 1 ° TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL 25 1 /4" SHALL APPLY. ° . 3/8" 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE p`i f 2" SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). ., 0,MWA 611 DRAINAGE NOTES --V 1 1 /4 23 3/4" 5» . 25" 1. PIPE MATERIAL SHALL BE: ;,, � � 33 3/4" SECTION N A -A 1.1. DUCTILE IRON (USE IF COVER IS BELOW 2-FT) (MIN 1-FT COVER) NOTES,SECT 0 N B - B 1.2. SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) (MIN 2-FT COVER) T' �WM .0.1T1 * T� xlrsm�ti�iTg? COVER NOTES: 1.3. POLYVINYL CHLORIDE PIPE PVC MIN 3-FT COVER ����r�e��J RING NOTES: (PVC) ( ) t 1• USE WITH THREE LOCKING BOLTS 5/8"-11 NC �fe+art I'irmertf r STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) 1• DRILL AND TAP THREE 5/8"-11 NC HOLES BOLTS, 2» LONG. DRILL HOLES SPACED 120°, TO THROUGH RING AT 120e. i�gMl�f MATCH HOLES IN RING. 2. RING MATERIAL IS GREY IRON, ASTM A-48 CLASS 30. 2. COVER MATERIAL IS DUCTILE IRON ASTM A536 GRADE 3. SHALL CONFORM TO SEC. 9-05.15 OF THE 80-55-06. STANDARD SPECIFICATIONS, AS MODIFIED 3. SHALL CONFORM TO SEC. 9-05.15 OF THE STANDARD HEREIN. SPECIFICATIONS, AS MODIFIED HEREIN. 4. APPROXIMATE WEIGHT OF RING IS t 4. APPROXIMATE WEIGHT OF COVER IS 215 LBS. 150 LBS. 5. RATING - H2O. _ Q 5. RATING - H2O. �aJ RIFp4i1d;?it+R ` IN COMPLIANCE WITH CITY OF RENTON STANDARDS NOTE: FOR ON -SITE USE ONLY o sT,S pLAti' Imo: ro RECMTANGULAR ETAL COVENTS R LID NTS COR STD PLAN 204.10 - RECTANGULAR SOLID METAL COVER 9 J. 24" BOLT -LOCKING MANHOLE RING & COVER A) OY WASyt `q SURVEYED: SCALE: DATE: 1932 First Ave ti , �c I HORIZONTAL: ONTA�L: NAD 198 /199, FIRE STATION 15 4/30/2019 Suite 201 Call 3 Working Days �� �, � DESIGNED: 1 =20U'R CITY OF Before You DIG! -1404 N 30TH STREET FIELDBOOK: Seattle, WA 98101 RENTON PAGE: p. 206.725.1211 4Q DRAWN: 0 30766 �� �� SMN ONE INCH RENTON WA 98056 f. 206.973,5344 �� dot, �c�sTER ti CHECKED: DATUM � DRAWING N0: �sSIONAL���� IFAT FULL NOTONECINCH Planning/Building/Public Works Dept. �,3e01 engineering pIIc www.lpdengineering.com 1-800-424-5555 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY DRAINAGE NOTES AND DETAILS SHEET: 8 OF, 18 BOLT -DOWN HOLE C" ) -6W_11 NOSEE DETAIL A NOTE 2 6 00 L0 0 0 0 MN cc) c1r) W 0 0 a J 0 0 0 0 L0 Z 0 sIIIII VA W Ir LL N C0P#1 2/23/2018 0 c, - 0 I W I- o+ 3 v tri w zz 0 z 0 w z C3 m m I 0 1 0 I N N T c O c w W 0 23 M w z w J L, -, wt Pe "nreas .r. _� � 1' - �r� , _ a TT e3 '�` C.,._ ._. .- -... .' > w' _ _ : spa i �egs� N . ! a A %ywranxaeP --- rt A. Mv4al Beddln for Flexl ibe PI _= q >.___.._�I _.. _ i�PTlOh11 • NO DISTURBANCE i - w�:s 'j � f, - - � �raa T- 1�t 11e��S9A�6i3fFskT - wvt`� 1F9I1P it - � ° .. •:trYandt!_ P L�Lr+Ftr��tl�A� e =� 1 3. tPa.maF�d• owww art�L de>riIrect�k �s`� {I '+ it'Sf19151i':` +V,. ..�'� `�'"1., _ - -Y- - �� _ ` -,� tS Ase _min:_ 1..3Ytror1i1: Cdt9Qr" ITr9Fa.lEfRi^-.'�' , ■ � srow"hairisldor slea .dwsu I 0 - - ,.�Rt�&1�N.ia�.F-l.-t.]W _ �:� � arorrafr+t ,,.,:,: �•-'�.. �be5�x�rd�a�"I��u-dr�en� -.. S TTTR� pt 1s-,rL,.FY e tLfPt+e4i iae zl!�oe±ne!a' rtl�aea. 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CK illas travel wa ut3cr or shoutdEtc..,V a� r& -, -- - - ,cr5ss[ueds Use vaned gratesaicppt4 a I��,' Imo_- As+►9fsxt�la1F1.Loe t� S`relr�ISilS+ffist'I"S F ^9C::Al1+MI5; STD. PLAN - 264.00 - �i RECTANGULAR t a PUBLIC WORKS 1 r y - � � VANED GRATE S -. _ :-*MAI �� PIPE' EOMAPII►O ION � ❑I pnarMl tuT SOIL AMENDMENT SECTIONS 1 b1lfilA+� 'rT y DESIGN AND BACKFILL; _ �- NTS NITS COR STD PLAN 204.20 - RECTANGULAR VANED GRATE COR STD PLAN 204.60 - MISC DETAILS FOR DRAINAGE STRUCTURES 2 _ NTs _ ITS COR STD PLAN 220.00 PIPE COMPACTION DESIGN AND BACKFILL � COR STD PLAN 264.00 SOIL AMENDMENT SECTIONS ACCESS COVER CONCRETE COLLAR AND REBAR TO MEET ° HS20 IF APPLICABLE BY CONTRACTOR 14 STORMFILTER STEEL CATCHBASIN DESIGN NOTES STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" 18" DEEP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 3.3' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/sf 7" gp 1 gpm/sf 2 gpm/sf 1.67" gpm/sf 1 gpm/sf 2 gpm/sf 7" gp 1 gpm/sf CARTRIDGE FLOW RATE (gpm) 22.5 1 11.25 15 12.53 7.5 15 3 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 0g, 1.8 INLET PERMANENT POOL LEVEL (A) 1'-0" 1'-0" 2'-0" OVERALL STRUCTURE HEIGHT (B) 4'-9" T-9" 4'-9" PIP* She Min. ,dist. between barrels Clrcl r plpgr_ conc., LOPE MAW30" (diameter,] 12" to 24' 12" to 96" dtam:la 102" to 180" 4 pipe r, arch 1T,retalonly" (span)", -18' to 36" 1 4Xto142"' pam T48"'to i w9 / D \ \ r SLAB THICKNESS ,/ P o b o / SLAB THICKNESS TRENCH DRAIN CATCH BASIN 4" MIN NTS TRENCH DRAIN COMPACTED SUBGRADE PER ZURN Z886 OR 3 9 8 3 6 TO 95% MODIFIED TRENCH DRAIN SECTION APPROVED EQUAL PROCTOR NTS SEE NOTES BELOW FOR CHANNEL IN COMPLIANCE WITH CITY OF RENTON STANDARDS NOTES: 1. TRENCH DRAIN A SHALL BE CHANNEL 8601 THROUGH 8609 AT 0.75% SLOPE CUT AS NECESSARY 2. TRENCH DRAIN B SHALL BE NEUTRAL CHANNEL 8606N SLOPED WITH GRADE AND CUT AS NECESSARY NTS 3. TRENCH DRAIN C SHALL BE NEUTRAL CHANNEL 8606N SLOPED WITH GRADE AND CUT AS NECESSARY NTS NIT6 TRENCH DRAIN SECTION A -A SECTION B-B �� J. p 4 WAS,6, l SURVEYED: SCALE: ' HORIZONTAL:RTICANAD 191i3/1991 FIRE STATION 15 DATE:4/30/2019 1932 First AVe Call 3 Working Da �' Q" �`�� �c VERTICAL NAVD ,966 Suite 201 Before You DIG! `_4 �� '� �°� DESIGNED: 1 =20pRI CITY OF1404 N 30TH STREET FIELDBOOK: Seattle, WA 98101 RENTON PAGE: p. 206.725.1211 DRAWN:RENTONWA 98056 f. 206.973.5344 � � � RF 30766 ti� � SMN ONE INCH � � DRAWING NO: 11 �� 06 GIST�R �� CHECKED: DATUM AT FULL SCALE Planning/Building/Public Works Dept. 03.02 www i 9 9 sIONAL �� APPROVED: NOT ONE INCH engineering pllc pden ineerin .com y-800-424-5555 NO. REVISION BY DATE APPR SCALE ACCORDINGLY DRAINAGE DETAILS SHEET: n OF, 1 Q 20" O O O O O O O O O O O O c O 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY A 2 A GENERAL NOTES O .af I le_ Of - 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. I I a Q 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR a - CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com CID z 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN O O O O O O O O O O O O O THIS DRAWING. <a _ 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY a` CONTRACTOR. 5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE GRATE SHALL BE 6„ WIDE OF THE STEEL SFCBDUCTILE IRON, HEEL PROOF TRENCH DRAIN GRATE VANED INLET GRATE a . 6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD NTS o0 OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE LONGITUDINAL, ADA RATED, 4 MIN. 6 2'-4" 2'-4" USING FLEXIBLE COUPLING BY CONTRACTOR. PER ZURN Z886-HPD „ OR SLAB 4" MIN. INSIDE RIM INSIDE RIM 7. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD (ITEM NO. 18) OR 6 1 /4 THICKNESS OR SLAB 4'-g3/4' RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED 20" THICKNESS COLLAR OUTSIDE RIM BY CONTRACTOR. APPROVED EQUAL. 4» 8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. PLAN VIEW 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). TRECH DRAIN CATCH INSTALLATION NOTES BASIN PER ZURN ° A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY // o \\r 887-6 (6"X20") 0R » ENGINEER OF RECORD./\\o ° \\\ INVERT 20 B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES \/\/ . ° % APPROVED EQUAL PROVIDED).//\\// D P ° \\/\� VARIES C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. SEE PLAN 4'-4s/4' OPTIONAL FLOATABLES SLOPED LID BAFFLE 2'-0" 2'-4" B PERMANENT LIFTING EYE POOL ELEVATION (TYP. OF 4) -- - FINISHED GRADE Z I_ 1-III. STORMFILTER WEIR WALL CARTRIDGE FILTRATION - 5" BAY INLET FILTRATION BAY 5„ m INLET FLOW PERMANENT POOL ELEVATION INLET STUB INLET STUB (OPTIONAL) (OPTIONAL) OUTLET STUB CARTRIDGE SUPPORT J OUTLET PIPE FLOW KIT FROM FLOWKIT CT 2'-0" CATCHBASIN FOOT CATCHBASIN FOOT B ACCESSCCESS PLUG OF 4 INSIDE TYP. (TYP. OF 4) ON WEIR WALL ( ) 2' I ONC OUTSIDE 1-CARTRIDGE CATCHBASIN STORMFILTER DATA BETE STRUCTURED SD #2 SD #10 WATER QUALITY FLOW RATE cfs .014 .004 PEAK FLOW RATE <1 cfs .096 .029 RETURN PERIOD OF PEAK FLOW rs 100 100 CARTRIDGE HEIGHT 27", 18", 18" DEEP 18" 18" CARTRIDGE FLOW RATE m 7.5 7.5 MEDIA TYPE PERLITE, ZPG, PSORB ZPG ZPG RIM ELEVATION 208.75' 210.30' PIPE DATA: I.E. DIAMETER I.E. DIAMETER INLET STUB 206.45' 6" 209.30' 6" OUTLET STUB 206.45' 8" 208.00' 8" CONFIGURATION OUTLET OUTLET INLET INLET INLET INLET SLOPED LID YES O N YE O SOLID COVER E \NO O YE N NOTES/SPECIAL REQUIREMENTS: CATCHBASIN STORMFILTER - 2 CARTRIDGE U W L 0 0 N Ir- T a J 0 0 0 0 AI 1 ` T I.L T Z 0 VA W cr LL T FLOOR AND CAPILLARY BREAK SLOPE FTOM DRAIN AWAY ILDING C0P#1 2/23/2018 00 PER STRUCTURAL DRAWINGS MAINTENANCE STRIP i J 0 / / c`oa SLOPE TO DRAIN 4" MIN CRUSHED SET FLUSH W/FINISHED AWAY FROM BUILDING SURFACING TOP COURSE LANDSCAPE GRADE PROPOSED GRADE 8" MIN CRUSHED HDPE VALVE BOX SIZED REMOVABLE CAP AND SURFACING SURFACING TOP COURSE 5° W FOR ADEQUATE ACCESS 6"-8" PER PLAN o IDS CONVEYANCE w v or- PIPE IE VARIES 12" MIN 18 Q < Q LL_ p e 2_%_ 2%_ PER PLAN » 2///////////// //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/r %\\%%\\%%\\%%\\%%\\%%\\j%\\j%\\%%\\%\\\/\\\/\\\/\ \\/ �/ /, I //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// j\\//\\//\\//\\//\\\ O\\//\\//\\//\\//\\//\\//\\//\\//\\// \////\\//\\//\\//\\//\\//\\//\\//\\// o°O��o°OO�o° a - /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ / I \\/� / FABRIC D - �p p/\//\//\//\//\//\//\//\//\//\//\//\//\/ \\/\\/\\/\\/\\/�\ p Dp p - \\/\\/\\/\\/\\/\\/\\/\\/\\ O oOOO oOOO //\�/\�/\//\//\//\//\//\//\�/ oo�o 0000 o r O,\ , I I\�000�/,. 2 PEA GRAVEL o o \ \\ \\ \\ \\ \\. D, D _ D.. o O� O O� O� //\\//\//\//\//\//\//OO� o \/\\/\\/\\/\\/\\/\\/\\/\\/\\ 0 000 000 W O� O�\\\\\\\\\\\// Z D a o 0 0 o O 0 0/ FOOTING DRAIN o .o ° . D 6» �Q0 0TOP SHALL BE D D Oo O o 0 Oo O/\\%\\%\\%\\%\\%\\%\\%\\%\\%\\%\\% 00�0�0000 = o .P ° . p QO 0 oQO 0 oo�oo�o Ooop�o \/\/\/\/\/\/\/\/\/\/\/\ o 0 45° BEND \\//\\//\\//\\//\\//\\//\\//\\//\\ 0 \ \ \ \ \ \ \ \ \ p p o p p /\\j\\j\\j\\j\\j\\j\\j\\j\\j\\\ A MIN OF 4 o \/\/\/\/\/\/\/\/\/\/\/\/ 0 \ \ \ \ \ \ \ \ \ \ \ \ ////////// D o p D. �� 00/�\/�\/ O��oS, �J. o J. i— \\\\\\\\\\ BELOW TOP OFOo0°0 0 = z //\ \\\\//\\//\\//\\//\\//\\//\\//\\//\�, - FOOTING DIA PER PLAN cfl \/\ \/\/\/\/\/\/\/\� \//\\ Ojj\\jj\\j/\ O\��jj0/\� r oho (n / VARIES ,,\�/\ BUILDING FOOTING &WALL /�\j\j�\j�\j�\j>\ / / /� COMPACT GRAVEL BACKFILL FOR /\\\//\//\//\//\//\//\////\�' WASH E 3 boo BUILDING FOOTING & WALL ` /�\j\\j\\j\\j\\j>� ROCK MIN / / / / // W i PER STRUCTURAL DRAWINGS. \/� �\\O DRAINS PER WSDOT 0.13.12(4) SHALL PER STRUCTURAL DRAWINGS. � _ _ _ _ _ _ FLOW BE PLACED TO TOP OF FOOTING o O o�O LL SEE PLAN FOR DO NOT DISTURB FOOTING BEARING ZONE WHEN 4" DIA PERFORATED PVC PIPE WITH LASER CUT 2 C3A3 FOOTING DRAIN 4" DIA PERFORATED PVC PIPE WITH LASER CUT I.E. AND DIA LANDSCAPED AREAS INSTALLING FOOTING DRAIN SLOTTED PERFORATIONS W/PERFORATIONS DOWN �' SLOTTED PERFORATIONS W/PERFORATIONS DOWN FOOTING DRAIN TO BE PLACED LEVEL OR SLOPE TO DRAIN AT 0.5% MIN WITH POSITIVE SLOPE TO OUTLET NTS NTS NTS FOOTING DRAIN 2 GRAVEL PATH AND INTERCEPTOR TRENCH 3 NOT USED 4 2' SQUARE IF CLEANOUT IS IN 3" O.D. DOWNSPOUT SEE ARCH PLANS AND SPECIFICATIONS CONCRETE PAVED DOWNSPOUT SHALL BE ATTACHED SUCH THAT SURFACE, PROVIDE IT CAN BE MOVED CLEAR OF THE CONNECTION THICKENED EDGE & POUR FINISHED GRADE CONCRETE MONOLITHIC NYLOPLAST DUCTILE IRON BELOW GRADE W/OUT DAMAGING DOMED OR PEDESTRIAN CONNECTION TO THE ROOF GUTTER GRATE WITH LOCK PER PLAN 12"0 D.I. PIPE i I I I \\\\\\\\ p/\\i\\i 12" GRATE ELEV PER PLAN » I I 1/4 CONCRETE O//\//\O/\ D I I \/�\\/�� CONCRETE PAVING I FINISHED OR GRADE FIBER JOINT FILLER/\\/\/ /\\/ I \\/\\` ///�// / !O/ CAST IRON COVER AND RING OUTLET PIPE SIZE PER PLAN p o p p p p p d p p d d p d o d MARKED COMPACTED 45° BEND "FDCO" FOR FOOTING DRAINS D <p D D p d d SUBGRADE "SDCO" FOR STORM LINES "SSCO" FOR SANITARY SEWER ------ DIA PER PLAN VARIES REMOVABLE CAP J.T. FILLER BELL END OF 6" CONCRETE (TYP ALL AROUND WHEN PIPE OR EQUAL FLOW CONCRETE IS PRESENT) FERNCO BOOT OR EQUAL 6'$ SD WITH LONG SWEEP SEE PLAN FOR DIA 12" ROUND DRAIN BASIN AS REQUIRED HANCOR NYLOPLAST OR 29 APPROVED EQUAL MAN ITS 5 ITS AREA DRAIN 6 NTS DOWNSPOUT CONNECTION DETAIL 7 NTS NOT USED CLEAN -OUT TO GRADE SOLID COVER 2" RIM 209.9f /, MIN BEVELED END PIPE SECTION PROPOSED ° GRADE d O „O�\ 6 MIN / \0o°O�'Mn° Uo°O`�000`j OOi0i0i 00�00��00��00��00��00�� ELEV 207.E 12" CB TYPE 2 PIPE SUPPORTS (2O\/O\//\\//\\//\\//\\/O\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/% MIN.): 3 x .090 ALUMINUM W/ 5/8'$ STAINLESS BOLTS SECTION 18" RISER TEE 8" SHEAR ° GATE 8" OUTLET PIPE 12" INLET PIPE EXTEND TO BOTTOM OF BIORETENTION AND PROVIDE 4.0 X "D" AT BOTTOM IE 204.60 IE 204.60 I 2.0' MIN' ° RESTRICTOR PLATE WITH o O�,00 ( (� �O oo�O oo�O oo�O Dom OOooO00ooO00ooO00ooO R_ 3 9 8 7 3 7 °��� °��� °o�� °o�� ° a o ORIFICE 01.00" O��o Op0p0�On0p Op�o z 0�00°c 2-4'$ STIR M��Do�� IN COMPLIANCE WITH CITY OF RENTON STANDARDS NOTES: D' OOBED COBBLES 00 o 1. FRAME LADDER AND STEPS 2.0' MIN FRAME & ooO�OooOQ000OQ000O�oo x OFFSET: POLYPROPYLENE CLEAN OUT IS VISIBLE FROM O Do0 Do0 Do0 Do 00 a. a° a LADDER OR ��00��00��00��00 o Oo o Oo o Oo o Oo 0 TOP ° a STEPS OFFSET b. CLIMB DOWN SPACE IS CLEAR a d o O�Do O�Do O�Do O��o �� Ooo� Ooo� Ooo� moo 0�000�000�000�00 OF RISER 54,> c PLACED OPEN DI RECT YNG LOVERTTHE BE NTS PLAN NTS O NTS TOP OF INLET PIPE FLOW CONTROL STRUCTURE FCSJ. DISCHARGE PAD NOT USED SURVEYED: SCALE: »_ f 1 —20 VERTICAL; NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON FIRE STATION 15 1404 N 30TH STREET DATE: 4/30/2019 1932 First Ave Call 3 Working Days Suite120WA Before You DIG! Seattle, 98101` OY WAS/// `q 7 �w �� `' �Z �' % DESIGNS Lip PIAELDBOOK: DRAWN: SMN ONE INCH p. 206.725.1211 ^CT og, _` ��3 07666R�� RENTON, WA 98 56 DRAWING N0: f. 206.973.5344 , �� �� of �4 I DATu M Planning/Building/Public Works Dept. 03°03 CHECKED: AT FULL IF NOT ONE CAIF INCengineering pIIc www•Ipdengineering.com 1-800-424-5555 LNO. REVISION BY DATE APPR SCALE ACCORDINGLY DRAINAGE DETAILS APPROVED: SHEET: OF, 1018 00 L0 O 0 ■ 0 N 0 O a J O O O 0 L0 Z 0 Q w cr LL T_! C0P#1 2/23/2018 N 0) r) BOTTOM LIMITS OF BIORETENTION AREA AS DENOTED ON PLAN UPPER LIMITS OF WITH DARK OUTLINE AND w BIORETENTION SOIL PER BIORETENTION AREA HATCH LA DWGS OR 1.5' MIN H CONSTRUCTION SEQUENCE FOR BIORETENTION AREA UPPER LIMITS OF PLANTINGS BIORETENTION SOIL PER 1. INSTALL TEMPORARY SEDIMENT CONTROL BMPS AS SHOWN ON PLAN.PER LA DWGS OR 1.5' MIN DWGS 2. COMPLETE SITE GRADING. PROVIDE PROTECTION SO THAT DRAINAGE IS PROHIBITED FROM ENTERING BIORETENTION CONSTRUCTION AREA. 6 PONDING,, �I u7 3y 1V A DEPTH M ��� 3. SITE STABILIZATION TO BE COMPLETE PRIOR TO INSTALLATION OF BIORETENTION �i MAX 3N'���i��i��� �. I''' o_ AREA. BIORETENTION AREAS THAT WERE USED AS TEMPORARY SEDIMENT TRAPS » =%���BIORETENTION AREA BOTTOM, SHOULD BE EXCAVATED 6 INCHES BELOW THE BOTTOM OF THE SEDIMENT TRAP �P� , � Z i i�iii 3 TOP MULCH �����\� �� OF �\��\��\��Y PRIOR TO CONSTRUCTION OF BIORETENTION AREA. Al �� >r O \��\� LAYER ,�� ������ i��i���i���i���i�i` MULCH (PER LAN) \�� \\�\ 4 } , r s _ S s � ��: D R �'O'9:IEi lEL Ik 12 MIN DEPTH OF ���i\��i\��i\�� ii���i i' BOTTOM OF BIORETENTION �!��%�%� ��%' AREA SHOULD BE LEVEL 4. INSTALL BIORETENTION AREA IN ACCORDANCE WITH CITY OF RENTON STD PLAN -'! ; , , °�gE,o�r�n,r a BIORETENTION SOIL ON ��!��! WITH NO SLOPE 262.00. z;ra7i ®:s+►,,4ov�aE,P 2 :: SLEVATION, i�� /��j��j\/ SIDE SLOPES (TYP) o�J r ,p oz�rg . ,',.n, c5 _ (n o����� 18" DEPTH BIORETENTION o 0 0 0 0 0 0 0 DO NOT COMPACT SUBGRADE 5. EXCAVATE BIORETENTION AREA AND INFILTRATION TRENCH. INSTALL FABRIC, AND 0 0 0 0 0 0 0rilr,'.E-`%T.`.'�.[17 - F= s- _ j s,G, , �+ "` � �� 5 WITHIN BIORETENTION BOTTOM BACKFILL INFILTRATION TRENCH. GEOTECHNICAL ENGINEER SHALL VERIFY SUBGRADE SOIL MIX I , ,.I € ' -i- '- - : ' ..." � �I�r I I - I• I W o 0 0 0 0 o AREA. SCARIFY UPPER 3 -4 PRIOR TO BACKFILL. PROTECT INFILTRATION TRENCH FROM ANY STORMWATER UNTIL REQUIRED UNDER FULL ..-i;. _� ,- ;' �.y _.. _ry,� ll cv�• �;,r �, �� ,, R AbWR }:.. , , , .. SEEN:':TF4 ItlE`EIII I iil I i' dl f1� LL _ PRIOR TO PLACEMENT OF SITE IS COMPLETELY STABILIZED AND STORM DRAINAGE SYSTEM IS CLEANED._._ o 0 0 0 0 0 0kR(Nk"a EXTENT OF BIORETENTION o 0 0 0 0 0 0 0 AGGREGATE MATERIAL .. ; Ern ,, p. -,, w...',• - - __i--_. ,F ,.; g rta III• Na,C12: A.,T., - p LJNDERohAINP,PE 4s t1:*14 Ell BOTTOM AREA ±' t s�Fsn':AH�e�3o OVERFLOW DRAIN - PER CITY OF RENTON 6. SCARIFY THE TOP 3 4 OF EXISTING SOIL SURFACES OUTSIDE OF INFILTRATION ,, >1. Y , _ �...W _ .. _ _ - i!I-� » TRENCH CARE SHALL BE TAKEN TO NOT CONTAMINATE INFILTRATION TRENCH. DO 12 DEPTH CITY OF STD PLAN 262.40 W/ LOCKING DUCTILE A NOT COMPACT NATIVE SUBGRADE. SEATTLE MINERAL IRON BEEHIVE GRATE ,,llffol`l°lf �L' . <, t: I Sra!va5�a lll� lllfe� AGGREGATE TYPE 26 RIM SHALL BE 6" ABOVE BIORETENTIONTOP 7. BACKFILL BIORETENTION AREA WITH BIORETENTION SOIL MIX AND AGGREGATE ; .�1, yyR MIN BOTTOM OF MULCH LAYER ( ) MATERIAL. OVERFILLING IS RECOMMENDED TO ACCOUNT FOR SETTLEMENT. LIGHT , ,s s ��s+;-Ircrwns , _ ..,._ .._,,, BOTTOM LIMITS OF BIORETENTION HAND TAMPING IS ACCEPTABLE IF NECESSARY. AREA AS DENOTED ON PLAN UPPER LIMITS OF 8. BIORETENTION SOIL MIX SHALL BE PER LANDSCAPE AND CITY OF RENTON SWDM BIORETENTION SOIL PER BIIOREDENTIOOUAREA HATCH REFERENCE SECTION 11C. BIORETENTION SOIL DEPTH SHALL BE A MINIMUM OF LA DWGS 0 R 1.5' MIN UPPER LIMITS OF 18-INCHES L010* ,nlr+rr f..� I &,oci Exrr� _ ;A aFA�G1P M S '. r i _ '9 , BIORETENTION SOIL PER LA DWGS OR 1.5 MIN 9. PRESOAK THE PLANTING SOIL PER LANDSCAPE PRIOR TO PLANTING VEGETATION TOtiAv�L�ASE';SEEsra'a 6" PONDIN ,K�w�raaz„r►s AID IN SETTLEMENT. V DEPTH .:rsDoaaj::, 10. COMPLETE FINAL GRADING TO ACHIEVE PROPOSED DESIGN ELEVATIONS. LEAVE SPACE i i i i 3� TOP MULCH FOR UPPER LAYER OF MULCH AS SPECIFIED ON PLANS. cirri iiir LAYER I 11. INSTALL DISCHARGE PAD PROTECTION AT FLOW ENTRANCES. DISCHARGE PAD WILL BED � �: D"SiC. e3:d ',TQ ?� -Y R:-� �u��,E�1�� F �_>. _,'- �, ' RK�AA�}` _. �� tEi�'Ii�FR1�G.lE'Rir✓�IF�fiLt.tsOtiF't�lYl�'��5?�15�C"i�f�l NBEff'l71 71 '!4". Ii�Mwf479+PiT. kS�RA- ': DO NOT COMPACT SUBGRADE '4IT » ��������� SET INTO BIORETENTION SOIL AND NOT LOCATED OVER MULCH. 18 DEPTH BIORETENTION �;i��i��i��i��i o 0 o ii �i�ii� WITHIN BIORETENTION BOTTOM � ' ��!`� ��T f� f. _ � a°, _ ::.; � w err , =eE �ac�TED vu N to ,r ftaAr�: „r Mru r c�� cuss: Ess +r i►+ a>vr+ SOIL MIX s; t�+�nct.}t..:nl�>i,u�tstr�re�ocArowsavi REQUIRED UNDER FULL �i��i���i��i��i��i� o 0 0 ,,r,,�i,,r,,i� AREA. SCARIFY UPPER 3 4 12. PLANT VEGETATION ACCORDING TO LANDSCAPE PLANTING PLAN. - u ►�_ .w�nhk4t*P=tM CT. UN0F� ,aftbNOW)01cswiallas i:.-'r0+w, +r+x�uis c a©r"M rt � u�; , ' r t l = EXTENT OF BIORETENTION%�ii%i���%��%��% o o p ii��ii��i���i��� PRIOR TO PLACEMENT OFAND i���i���������� %�i���%��% AGGREGATE MATERIAL GENERAL, a tr.. p � s fucBE VVEEN RECA$lr,rst xrp cr AWL ,ua� Lwllo,ysee�wsmar' SAC F1Ci1�9tl�,KiiITSBETVJEENPRECA5t.1i�$��.$�1�STfi7PEf.,7,�53 BOTTOM AREA �������������� 13. CONTRACTOR IS RESPONSIBLE FOR KEEPING BIORETENTION SOIL SEDIMENT FREE' �����j�����j�� 3' WIDE BY 28' LONG AFTER INSTALLATION AND UPON COMPETITION OF CONSTRUCTION, AND ANY SEDIMENT » �!���i���ii�ii�� %��i���%��ii TRENCH MINUA�,d' r i9YsETe cam�ti ri suitE Uri st r �srr, Aa nrfiee�s use ram? ?awns Oa.. � vrf kka TMEA"T GICU74lT� E�IEi1 LNo l# 12 DEPTH CITY OF SEATTLE %<�! ii o 0 o i��i��i� i RECEPTOR BED INFILTRATION CONTAMINATED BIORETENTION SOIL SHALL BE REMOVED AND REPLACED AT THE \ TYPE 26 AGGREGATE MATERIAL TO BE PER AASHTO N0. 2 CONTRACTORS EXPENSE. � �,�', ; �+.;rt��p�wr>rv. < t���;.,-:;� '� ,�� ,�!�`����."��reR,,�gs� ,,,_- _ r.. , , ,.r . i�lr� �►�owsr REse�� �arnE � m�. r�. �� ELEVATION OF RECEPTOR LAYER- 6 12" APPROXIMATELY 7 FEET BELOW EX GRADE CONTRACTOR TO COORDINATE WITH 5I T :. TE : ,�, ; `�`� "91, k,C�f'tt A�PI�ATER'dl -11 GEOTECHNICAL ENGINEER FOR 53 Ie�►c,I r+AFa r Meit F PIMA ����c� PROVIDE SEPARATION FABRIC ALONG VERIFICATION OF SUBGRADE PRIOR TO uH,EssorHEmvis�rvDzeDcsa ,N 1irl3rl UNUS OTHEAWWNOTED,;RAi. SIDES OF INFILTRATION TRENCH TO BACKFILL 6" INTO RECEPTOR LAYER DO NOT PLACE BETWEEN STD. PLAN 262:00 ObbucwORKS BIORETENTION°SECTION I1 PUBLIC W0 S aE aRTt ENr 'BIORETEINTIOINi- OVERFLOWOUTILET SM."PLAN 262.40 AOP OVED DEPART (NO UNDERDRAIN) nENr STRUCTURE BIORETENTION AND GRAVEL OR AT . BOTTOM OF INFILTRATION TRENCH SECTION A -A NTS NTS NTS BIORETENTION FACILITY WITH INFILTRATION TRENCH 6 COR STD PLAN 262.00 - BIORETENTION SECTION NO UNDERDRAIN 7 COR STD PLAN 262.40 - BIORETENTION -OVERFLOW OUTLET STRUCTURE 8 R-398738 IN COMPLIANCE WITH CITY OF RENTON STANDARDS NOT USED 9 NOT USED l O NOT USED J. SURVEYED: SCALE: »_ 1 =20 HORIZONTAL: ONTA�L-.:NAD 198 /199, CITY OF ; RENTON FIRE STATION 15 1404 N 30TH STREET DATE: 4/30/2019 1932 First Ave Suite 201 Call 3 Working Days Before You DIG! Seattle, WA 98101 OY WAS/1 `q ti , �c �� �, � - DESIGNED: FIELDBOOK: PAGE: DRAWN: sMN p. 206.725.1211 =Q 3os6 RENTON WA 98056 DRAWING N0: og, f. 206.973:5344 �� .� � �� �� dot �cisTER ti ONE INCH DATUM Works Dept. 03.04 CHECKED: IFAT FULL NOT ONEINCHPlanning/Building/Public engineering pllc www•Ipdengineering.com 1-800-424-5555 NO. REVISION BY DATE APPR SCALE ACCORDINGLY DRAINAGE DETAILS APPROVED: SHEET: OF, 11 18 0 0 O 0 0 N C'7 O O a J O O O 0 I T Z 0 H a H W cr LL Iq I W I— o+ 3 v Iri li I m w O z z Q 0 w z m m I rn 0 0 I 10 I 04 04 1 u1 0 0 Y M 0 w 0 01 V1 w z w J L_ PROJECT INFORMATION ENGINEERED TIM SNELL PRODUCT 509-993-0813 MANAGER: TIM.SNELL@ADS-PIPE.COM JOE SHEEHY ADS SALES REP: 253-255-6302 JOE.SHEEHY a(� 4DS-PIPE.COM PROJECT NO: 062874 LLLLLLPAm:)s ADVANCED DRAINAGE SYSTEMS, INC. FIRE TRUCK 15 RENTON - WASHINGTON STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-740 OR SC-310. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS. 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG -DURATION DEAD LOADS AND 2) SHORT -DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. C. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/SC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: • STONESHOOTER LOCATED OFF THE CHAMBER BED. • BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. • BACKFILL FROM OUTSIDE THE EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: • NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. • NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS AASHTO MATERIAL COMPACTION / DENSITY MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE TOP OF THE 'C` LAYER TO THE BOTTOM ANY SOIUROCK MATERIALS, NATIVE SOILS, OR PER PREPARE PER SITE DESIGN ENGINEER'S PLANS. D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT N/A PAVED INSTALLATIONS MAY HAVE STRINGENT GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE SUBGRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE'D' LAYER BEGIN COMPACTIONS AFTER 12" (300 mm) OF AASHTO M145' MATERIAL OVER THE CHAMBERS IS REACHED. INITIAL FILL: FILL MATERIAL FOR LAYER'C' GRANULAR WELL -GRADED SOIUAGGREGATE MIXTURES, <35% A-1, A-2-4, A-3 COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE. LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE OR WELL GRADED MATERIAL AND 95% RELATIVE TOP OF THE CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU O M43' AASHTO DENSITY FOR PROCESSED AGGREGATE SUBBASE MAY BE A PART OF THE 'C' LAYER. OF THIS LAYER. 3, 357, 4, 467, 5, 56, 6, 67, 68, 7, 78, 8, 89, MATERIALS. ROLLER GROSS VEHICLE WEIGHT 9, 10 NOT TO EXCEED 12,000 Ibs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE AASHTO M43' B CHAMBERS FROM THE FOUNDATION STONE ('A' 'C' CLEAN, CRUSHED, ANGULAR STONE 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. LAYER) TO THE LAYER ABOVE. FOUNDATION STONE: FILL BELOW CHAMBERS AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) CLEAN, CRUSHED, ANGULAR STONE 3, 357, 4, 467, 5, 56, 57 SURFACE. 23 OF THE CHAMBER. PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 AIfYI ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS iC-740 vn cAP SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) TO BOTTOM OF FLEXIBLE PAVEMENT FOR UNPAVED 6� INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR \ �I II INCREASE COVER TO 24')600 MM) 1$' (2.4 m) (450 mm) MIN' MAX iv Ot 6"(150mm) MIN WINNER 11000IN2mm III II II -III =1 I I I -I I I 11111I III I I I I I I I11I - pEPTH OF STONE TO BE DETERMINED II i II II=III 111 =III BY SITE DESIGN ENGINEER 6" (150 mm) MIN 6" 51" (1295 mm) 12" (300 mm) MIN (150 mm) MIN 1. SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'C' OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 1932 First Ave Suite 201 Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering p l l c WWW.Ipdengineering.com Call 3 Working Da Before You DIG!ys Oq y-800-424-5555 O4 WASW a c p30766 F%ISTERti era REVISION Z , O r Lo 1-- z LU o Y z L)i U y w Q ❑ U o L > O 1— f� K LU Z C o Ix O 7 n CO w N LNO z IL w # o U F w o a 0 z U LU i cv a cv m M O Z� ¢x w w O o 0 Q o O J v x o a a w zz w > w m < z gur SHEET 3 of 5 PROPOSEDLAYOUT 8 STORMTECH SC-740 CHAMBERS 4 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 625 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 470 SYSTEM AREA (ft2) 104 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED): 215.60 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC): 209.60 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC): 209.10 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT): 209A0 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT): 209.10 TOP OF STONE: 208.10 TOP OF SC-740 CHAMBER (TOP OF RISER): 207.60 12" TOP MANIFOLD INVERT: 206.14 12" BOTTOM MANIFOLD INVERT: 205.20 24" ISOLATOR ROW INVERT: 205.11 BOTTOM OF SC-740 CHAMBER: 205.10 BOTTOM OF STONE: 204.60 SURVEYED: DESIGNED: Lip DRAWN: SMN CHECKED: BY I DATE I APPR I APPROVED: PROPOSED 24" NYLOPLAST MAXIMUM INLET FLOW 2.3 CFS (24" SUMP MIN) 12" ADS N-12 TOP CONNECTION INVERT 12.5" ABOVE CHAMBER BASE (SEE NOTES) PROPOSED OUTLET CONTROL MAXIMUM OUTLET FLOW RATE 4 CFS (SEE DETAIL 9 SHEET C3.03) SCALE: 12" ADS N-12 BOTTOM CONNECTION INVERT 1.2" ABOVE CHAMBER BASE (SEE NOTES) 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 40.52' 30.08' C0P#1 2/23/2018 NOTES • MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET#7 FOR MANIFOLD SIZING GUIDANCE. • DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. • THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. 24" PREFABRICATED END CAP, PART# SC740EPE24B TYP OF ALL SC-740 24" CONNECTIONS AND ISOLATOR ROWS PROPOSED 30" NYLOPLAST (24" SUMP MIN) 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (31 LF 6" PERFORATED PIPE) PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS CITY OF RENTON Planning/Building/Public Works Dept. Y X O x � 0w 0 U w CO Q ❑ U o � o 1 � � W Z ° W O ao a F- N m z LL w # o U w Q Of w ❑ IL a rc z� oz zw z r w� wo N U wrc O InIII �rc C w w, WZ 0 wg a� U � r w16 8 c m a w > � t� < 00 pa a< z< r a g W� 2S 8 �i oa wo m o = N v SU U Ow z0 �a J wo wz 3 ww w W m� _ oU <� o� oOw w o� r a In M N 0~ Z ' x O sz LU °o zr ow Q w O J CCID J wz w v 2 C pz w rc aw w0 Wz w In <o z� 3cz O 00 y rn fK SHEET 2 of 5 R-398739 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 STORMTECH DETAILS DATE: 4/3D0/2019 F1 PAGE: 03.05 SHEET: OF: 12 18 a J LO T Z 0 H Q co MWM LL C0P#1 2/23/2018 0 w I - T Z 0 I- Q F♦^_ V♦ w It LL. rn 3 v I[I I m w O z 0 z 0 w z Ca 0 Z) m I rn 0 to 0 1 ro I N N I 0 cn M COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES CATCH BASIN OR MANHOLE SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) INSPECTION & MAINTENANCE SC-740 CHAMBER 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -FABRICATED END CAP PART #: SC740EPE24B SC-740 ISOLATOR ROW DETAIL NTS STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY !I) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. L.UNI.:Kt I t UULLAN PAVEMENT CONCRETE SLAB 8" (200 mm) MIN THICKNESS FLEXSTORM CATCH Il PART#6212NYFX WITH USE OF OPEN GRATE 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP' INSERTA TEE TO BE CENTEREC ON CORRUGATION CREST OPTIONAL INSPECTION PORT SC-740 END CAP TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS TH CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG61P* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) SDR35 PIPE SC-740 CHAMBER * THE PART# 2712AG61PKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION SC-740 6" INSPECTION PORT DETAIL NTS m = z y O r Lo F- z C7 w o rc W r D ¢ o L > O f n rc LU z 7 n ° Ix 0 � a N 04 co z LL z 0 3 wpj �t o L" W 2 o a rc a m zF �z zw z w� wp Wp O W U �rc � w >o yz o aED V rcED N U p a Wm�p� U_ K� 0% W� r 0 0 g V w� ' J 3 g x ma Wo • 2 y yw° W Q FU 0 10 � Gz L9N w MEa 3 ww TU � ° Ww $ ao o� o" m O ctj ow Or rcQ m M Zr ¢� 2 w 0 �z °o ¢ zr oW w O J co J wz w �= oz ao � W H z m� wao x z �z 's °d F� SHEET 4 5 OF STORMTECH DERDRAIN DETAIL NTS CHP UTLET MANIFOLD i FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHETICS 601 NON -WOVEN GEOTEXTIL STORMTECH END CAP FOUNDATION BENEATH CHAMBERS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS SECTION B-B L WALL FORATED E ERDRAIN SC-740 TECHNICAL SPECIFICATION NTS r__ 90.7" (2304 mm) ACTUAL LENGTH -I 85A" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION (START CNn OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) 29.3" 30 0" (744 mm) o o (762 mm) 45.9" {1166 mm] 51 A (310 m mm) �'I I` (1295 m"m) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m3) MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m') WEIGHT 75.0 Ibs. (33.6 k9) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS IA A �I 1 94 PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "W 1 PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" C 66 PRE -CORED END CAPS END WITH "PC" PART # STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm) 10.9" (277 mm) 18.5" (470 mm) -- SC740EPE06B / SC740EPE06BPC --- 0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm) 12.2" (310 mm) 16.5" (419 mm) -- SC740EPE08B / SC740EPE08BPC --- 0.6" (15 mm) SC740EPE10T / SC740EPElOTPC 10" (250 mm) 13.4" (340 mm) 14.5" (368 mm) -- SC740EPE10B / SC740EPE10BPC --- 07' (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm) 14.7" (373 mm) 12.5" (318 mm) SC740EPE12B / SC740EPE12BPC --- 1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm) 18.4" (467 mm) 9.0" (229 mm) SC740EPE15B / SC740EPE15BPC --- 1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm) 19.7" (500 mm) 5.0" (127 mm) SC740EPE18B / SC740EPE18BPC 1.6" (41 mm) SC740EPE24B* 24" (600 mm) 18.5" (470 mm) 0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL a = z C O Ln H i Y 3 0 ° rc U r 0 L) o � n � w z 7 ° co a LL O N wZ LL z 0 3 a LU � o L H O W o a a rc W zF °z z w. o a w� 4 wOW W j o-U p o w� � �z w >o � z J F O z z w 0 wF rcI � rcw r Y w vi a ac W x C O _V w OQ rc z� Zw w� s 18w wa U p r O yw x m wa � �o H� z EL:, � wo L 9� w 0 � U ww zN R °or wa ow oC rcg mM zor z ¢= rcz w0 °o zr F� °zx w ¢ w O J w z-w, � J z f0 w V 2 oz w C7 rcm aw wo rcw E zm ! w m Z~ 1z z 00 SHEET 5 of 5 R-398740 IN COMPLIANCE WITH CITY OF RENTON STANDARDS a �� J A c 4 WAS,6, SURVEYED: SCALE: DATE: Call 3 Working Days _ TTV FIRE STATION 15 / / c 1932 First Ave w ]c ( n HORIZONTAL: r D 1983//1991 • 4 30 201 9 W Suite 201 Before You DIGS �� �� DESIGNED:Lip 1 20 CITY 1 �� FIELDBOOK: g Seattle, WA 98101 DRAWN: � RENTON 1404 N 30TH STREET PAGE: i p. 206.725.1211 0 _Q ,0 30766 SMN RENTON WA 98056 DRAWING N0: rn •08. rp �F�1sT1 Rti w ONE INCH DATUM f. 206.973.5344 �� o�m m�� ��ti CHECKED: AT FULL 03.06 � SIGNAL �� IF NOT ONE SO. CH Planning/Building/Public Works Dept. engineering pllc www.lpdengineering.com y-800-424-5555 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY STORMTECH DETAILS SHEEP: 1 3 OF. 1 Q U CJ W LO 0 0 A� 1 ` 0 T a J 0 0 0 0 A� 1 ` T I.L rV, V Z /Q I.L I.L 0 0 w or I T Z 0 H Q H w cr LL N 0 00 000 0 0 C'7 C10 C"7 � � I CV N (L C) w r Z 0 Q C0 w IIr LL 3 Z a a 0 a Rm I 0 L0 0 I 1 N N I c 0 V) c i c 0 L 3 Im V) t U 0 U J J a 0, c W 0 J w Q z w \ 1 �'00 CALL N89*05'22"w " - - - - - - - - --551+02.39 DHA 2596-77 3-10', DEG \ �\ 1 "IRON PIPE IS 2 224.04 LT REBAR/ CONTROL CAP I� \\\ \\\\\r2-1 -2260'6"E OF PROP LINE END OF FENCE IS N 192409.364' I \ \ \ 3 4- GRASS 0.6'E OF PROP LINE E 1302594,966' _\ \\ ------ --��T 8" DEC �0" DEC \ - EL 220.73' \ r -22 � STEEL FENCE POST-- 2.0'E OF PROP LINE I 12"\DEC - 2 - - \ PROPOSED RESERVOIR LIMITS N III-2 1-__---� \ \ ----- -- � - - \ x NOT PART OF THIS CONTRACT AND i 1 " DEC \ \ - - - I UNDER SEPARATE PERMIT \ 26" DEC-� � - \ /22 AREA 3: 1� \ 20 0 10 20 RETAINING WALL UNDER - - - - \ RE�SER ; IR \ I SEPARATE PERMIT BY OTHERS I FF 0 �O \ \ \ \ \ I 10 PARKING STALLS Scale 1"-20' `9 \ 9 WIDE 2-12" DECK _ _ / BY OTHERS PERMEABLE PAVEMENT BY OTHERS 10 / 1g� \ \ PERMEABLE PAVEMENT BASE, RECEPTOR, LAYER q 04 �1 10 HEAVY DUTY ASPHALT /DEC PROPOSED AND TEMPORARY PROTECTION BY CONTRACTOR c`o3 c4o3 PAVEMENT BY OTHERS I / \ \ \ PROPERTY PAR #3342 WORK IN AREA 2 (SHARED) PERMITTED UNDER J 12 DEC _ - - 30" DEC \ SEPARATION LINE LIGHT PER ELEC - - 217- \ THESE DOCUMENTS BUT INDICATED "BY OTHERS" \ \ \ SHALL BE BY RESERVOIR CONTRACTOR. SEE WATER MAIN UNDER 8" DECK _ _ \ \ SHEET C1.02 PHASE 2 SITE DEMO AND TESC SEPARATE PERMIT 15 - - -\ , TO SEE TEMPORARY CONDITION TO BE BY OTHERS tit1 21 - \�\\ \ INSTALLED BY CONTRACTOR. -�-'� _� \ N 18"x18" AREA DRAIN W/ DOWNTURNED ELBOW \�� \ RIM 211.68 -`I / - '1? -`I / �i-`I -`I / -` - / `I -`I `I / - \ I E 21 0.07 6 E OUT PRIVATE FIRE HYDRANT Ll / ; / / , / ; / / ; / / ; / ; �f / , / ; / \�'`,' WORK SE ATION ( ) UNDER SEPARATE /I /I /I /I / /I / /I /I /I /I /I / /I \ �J�N �`' LINE / / \/ , �� ,, / ,� \� �, Cp HAND HOLE FOR FUTURE FIBER EXTENSION PERMIT BY OTHERS 21//_� /_ /_�/_ /_�//_�/_�/ / / / �/ /I /I /I /I /I � / � /I � I %(/I � /I � /I /I � /I /I � / � /I � TO RESERVOIR -- I-- I-- I- I-- I I-- I- I-- " (1)1 CONDUIT FOR FUTURE POLE LIGHTING PER ELEC / IS 0.3'W I� /I� /I� � /J/ /I� /I� /I /I /I�H/\1 � I� / � � /I� /I� /I� /I� /I� /I� ^�' /- /- /- /- /- / / /- /- /- /- /- / /- OF PR DHA 2,59 6 7 F'' I - - - - -, I - \ I�\ , -, -, -, -, , , 30 LF 6 SS 2.6% / �/ \/ z/-\/ �/ �/ ��/ UPSTR RUCTl1RF I /I �� / / /I /I /I /I / /I / a (1)4 CONDUIT FOR FUTURE RESERVOIR PER ELEC ; 1- I- I -, N 1-, 1-, 1-, 1-, 1-, 1-, 1-, 1-, 1- '; I-, 1-, // �/ �/ �/ �/�/ �/ �/ �/ �/ la.. 6 SOG W REBAR /I /I /I LOCAT / N 192252.456 - / / / / / / / / / / / / / I/- 1/- 1- '/- 1-� , -, -, -, -, I- -� 1 , 1-, /i /1 /1 /1 PROVIDE CONNECTION TO EX SSMH IE 209.28 1302633.016 ,,--------VERIFY IE AND LOCATION PRIOR TO CONSTRUCTION OF ANY PORTION R L I EL 211.80' I i1: �4 ''''"'VERTICAL'• • •-•:.. -: OF SD AND/OR PLUMBING I VERTICAL CURB 2 P 3 :�' -'. • CURB 4.0 .•.•.... - " "'. """' """ / 6" DCVA INSIDE MECH EQUIP AND INSTALLATION PER PAD PER 2-1/2 W SERVICE COR STD PLAN 360.5 c R2 COORD CONNECTION - 5 MECHANICAL AND : • . - FDC CONNECTION COORD CONNECTION \ \ STRUCTURAL 1 I W/MECHANICAL COORD CONNECTION W/MECHANICAL R - ....... ...:: • W. :.: 1 V111 +o L,1 �) W/MECHANICAL Bop, Q 21 - I V RIM 215.28 \ \ �� I IE N E 209.2 38 LF 6" DI W SERVICE I� \ I \ HEAVY DUTY 1 I� E S 209.18 VERTICAL CURB ?,, 2 CONCRETE (TYP) �1 C4 01 BY OTHERS f 1 4.01 CONIC WALK (TYP) I CH AN N ELE OTTO 38 LF 6" DI W FDC LINE N C-,] 6 SOG W/ REBAR 1 CONIC CURB WALL D Co I II N 43 LF 2-1/2" W SERVICE BY OTHERS - - I COORD BLDG CONNECTION AREA 1� �� PSE 3030 CONCRETE HANDHOLE PER ELEC GAS METER PER MECHANICAL 21 W/MECHANICAL IE 208.3 FIRESTATION #16 . S. EN OF FE (2)1 AND (2)4 CONDUITS FOR 2 .0� 0.4' 0 PR CITY FIBER VAULT PER ELEC FUTURE IMPROVEMENTS. CAP AT _ (3.6 BELOW FF) I I I 1.5" DCVA PER COR STD PLAN 340.8 PROPERTY LINE PER ELEC a a OIL/WATER SEPARATOR F 212.0 I I REFER TO SHEET L2.01 FOR IRRIGATION C�o2 PER MECHANICAL 1 % III PLANS. 1 CURB TAPER \ ` / I P C 34Z �04 OIL WATER SEPARATOR I / SSCO PER II I 2" W METER PER COR STD PLAN 320.3 6 COR STD TO BE INSTALLED BY CITY FORCES C4.o2 GATE PER ARCHITECT PER MECHANICAL \ I COR CEICONC CURB WALL APPROX I // 11 1.5'H BY OTHERS CONIC WALK \ ` c� ` I 1 IRRIGATION METER PER COR STD PLAN 320.1 12 6" SOG (TYP) (a:), 1 \ I I TO BE INSTALLED BY CITY FORCES C4 of PLASTIC WHEEL STOP I I 10 (TYP) a�. 0 :: o° PIV PER COR STD PLAN 360.5 c J J ADA STALL I._:20,0' .- : 71. (2)3" CONDUITS PER ELEC \ �:.:.:.:.� .. ....:.......:.... .. :: _ It L Z-U+.1� I 10 RnT 2�4 �O \ ADA SIGN 8 1-•- -.--` RI FDC PER COR STD PLAN 360.5 9 10 HEAVY DUTY ASPHALT 4.0� 7 LF 6 SS:....: �: \ I 210.49 �� DRIVEWAY BY OTHERS °� ®.'.3:9%...: IE W 210.34 C�.03 CL.03 _ �� IE E 210.�FIRE (1)2" CONDUIT PER ELEC R15.5' -- - 45°--BEND::': : : FLAGPOLE AND ��, ` :•:•'••:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:••:'a:• UTURE BOT 20YDRANT PER BASE PER LS o » RIGHT-OF-WAY )PHAL I .'.48 LF 6 SS.. - COR STD PLAN 310.1 SETBACK iih i1 i z IVE R��� - - - .® 3.9% Y 1 II - - PROVIDE WYE CONNECTION TO EX 8 SS IE 206.04 VERIFY IE AND LOCATION 0 9 - - ;� PRIOR TO CONSTRUCTION OF ANY PORTION OF SS AND/OR PLUMBING a LT SSCO AT CONNECTION PER COR STD. 403.1 UV I LI`t.JL �U - - � 20.0'_ ° - _ s 9°0429"� � ::-.• :.. - •a ' ::... - ..: DRIVE � > 20' CONIC DRIVEWAY ° _ - - - - -_ - 1225 DIRT STA. 15+13.17, 23.97 LT ° -.� a - T - T - - - _ T. �..r. _ T�.�... \ 26 1° ADS ° 00•. g1 ` 20 INSTALL EMERGENCY VEHICLE SIGN AWGAS SERVICE LINE BY - - - - - _ _ .. • . • ... • . \ ... • .1. N 1222/U� GDN CRE\TE WALK X 219.12 W1 1-8 PER COR STD PLAN 129 PSE CONTRACTOR TO , - - - - - _ _ - - - - 1219 COORDINATE CD 55 LF 6" DI FIRE SERVICE 36 CONIC DRIVEWAY PER 40 COR STD PLAN 104.4 ry CO PER COR STD PLAN 360.5 �o - - - - SS - I S - 8 HYDRANT MARKER PER /� 6 DI FIRE SERVICE 0 Co 39 LF 6" DI FIRE �� \� _ _ - SS - - SS - -� o COR STD PLAN 310.3 �0$ - - - - _ CONNECTION PER COR 4� / / HYDRANT CONNECTION PER(a:) / STD PLAN 360.5 (TYP /896.8�5®O L COR STD PLAN 310.1 � 16+00 STA. 12+77.17, 23.88' RT 53 LF 1" IR GA ION SERVIC E i INSTALL EMERGENCY VEHICLE SIGN LOP COR CONICSIDEWALK PILDAEN ALOK2 PER TfH sT CONNECTION S COR STD P\ N 320.1 OF 2 TRANSVERSE FLEXIBLE PVMT PATCH PER COR STD PLAN 110 - - W8 PER COR STD PLAN 129 TO BE INSTALLED BY CITY F � S� \ \ 8 PLANTING STRIP _ - 12 \ 5 \ RESTORE IMPACTED PAINT STRIPING IN STREET (TYP) c` - - - - q -�- W-�--- -\ BY OTHERS \ 8 \ \ PER LANDSCAPE _ _ _ \ D 12"A S W - -- SD -- 12", �'C NC N_ '�313 'STA. 14+27.17, 13.07 RT -�\ 13 � CMP -ICONCR�TF d(IALK 850 a °_ 53 LF 2" W SERVICE 8 o STA. 14+20.67, 13.07 RT �12"X6" TAPPING TEE (MJ X FL) 1 SD E = CURB AND GUTTER PER '= - - ° CONNECTION PER COR - - - 12"X6" TAPPING TEE (MJ X FL E- - - EX 12" DI WATER MAIN - - - ) W/ CONCRETE BLOCKING 47 W_ \ 4 COR STD PLAN 103 - STD PLAN 320.3 TO W/ CONCRETE BLOCKING 6" GATE VALVE (FL X MJ) \ PVT w ASPHALT I A-435 ZONE WITH STATIC PP/UG 2 STREET LIGHT AND CONTROLLER CABINET PER ELEC PRESSURE OF 96 PSI BE INSTALLED BY CITY 6 GATE VALVE (FL X MJ) c� PER COR STD PLAN 300.1 \ v SOLID LIDi FORCES PER COR STD PLAN 300.1 IN_ 40 1932 First Ave W �Sjy�- -11 SURVEYED: SCALE: ��� HORIZONTAL: NAD 1983/1991 Call 3 Working Da s � � ° I VERTICAL: NAVD 1988 Suite 201 y �� �� � DESIGNED: 1 -20 CITY OF Before You DIG! Seattle, WA 98101 DRAWN: RENTON p. 206.725.1211 •fit 0'8, o 30766 p S M IN f. 206.973.5344 �o �cisT1✓g� �`� ONE INCH DATU M �� f`�s G1� CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Sj�NAL �� IF NOT ONE INCH engineering pllc www°Ipdengineering.com 1-800-424-5555 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY C0P#1 2/23/2018 LEGEND - - PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT ..........:.:::.:: HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT PERVIOUS PAVEMENT :.. GRAVEL PATH SITE WALL VERTICAL CURB CURB AND GUTTER DRAINAGE SWALE GRAVEL DISPERSION TRENCH 1U- 1� - BIORETENTION POND ED QUARRY SPALL DISCHARGE PAD O AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE 1 OCATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN O DETENTION SYSTEM 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS SSC0 SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVI R-398741 S-398705 W-398705 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 UTILITIES AND PAVING DATE: 4/3D0/2019 F1 PAGE: DRAWING NO: 04.00 SHEET: 1 4 OF:18 00 L0 0 0 0 N 0 0 a J 0 0 0 0 T VJ Z Q 0 0 W Er L0 Z 0 Q w Ir LL I UJI Z 0 Z Q J 0 Z a a 0 a 0] RM I 0 L0 0 1 N N T_l, EXPANSION JOINT NOTE: 2 LAYERS 4" STRIPE WHITE PAINT C0P#1 2/23/2018 � 3/4'0x18" LOAD TRANSFER 00 #4 © 18" O.C. EACH SMOOTH DOWEL BAR W/MIN DUMMY JOINT @ 20' O.C. 3/16"x1 1/2" FOR ON -SITE USE ONLY S� � WAY MIN 2" COVER 9" EMBEDMENT @ 12" O.C. PREMOLDED CONT MASTIC JOINT STRIP �/2�, 3 (SAWCUT JOINT @ CONTRACTOR'S OPTION) D° • • 3 • 4" MIN CONCRETE O�Q-, BROOM SIDEWALK c S' W o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FINISH _7 O O O O O O O O O�Qo O�Q Qo O�Qo O�Qo O�Qo O�Qo O�Qo O�Qo O�Qo D D D D. D ° ° D° 1 ' 2-1 /2" p.. . .p� ° ..D - 3 1/2" ,O�O.O,O�O.O,O�O.O,O�O.O,O�O.O,O�O.O,O� 0 00 a :oo 0 0 0 :�00 0 :�00 0 :�00 0 :�00 0 :�00 0... �00 0 :�00 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0o.. EACH PARKING SPACE RESERVED FOR PERSONS Q �. O � O � O � O � O p. Q �. Q C?�o _ Quo _ Quo _ Quo _ Quo _ Duo - Duo - , 4 METAL POST NOTES: WITH PHYSICAL DISABILITIES SHALL BE �. 0: O:O:�oO O �oO:. o a:. 0 0:0 0 0 0 0 0 0 0:o a:o o:o 0 O:. O: O: O: O:. O:. O:. O:. 4" MIN CRUSHED SURFACING 5" IDENTIFIED BY REFLECTORIZED SIGN 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH PERMANENTLY POSTED IMMEDIATELY ADJACENT w�/,v�/v�/�A�/VA�wA, TOP COURSE 5» POST. CORE 4" DIAM. CONSISTING VISIBLETO AND OF A PROFILE VIEW AOF ALL SPACE 2. FOR IN INSTALLATIONS, -SIDEWALK r �� 6 CEMENT CONCRETE _ HOLE. ANCHOR LENGTH MAY BE DECREASED TO WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK Z PAVEMENT 4000 PSI �� 5 „ CO 5 12". BLUE BACKGROUND. THE SIGN SHALL NOT BE 0 3" COMPACTED DEPTH 5/8" MINUS .g 3. POST SHALL BE ROLLED CARBON SHEET STEEL, SMALLER THAN 70 SQUARE INCHES IN AREA NOTE: 1'_8" ASTM A570 GRADE 50 AND BE HOT DIPPED AND SHALL BE CENTERED ON AND JUST CRUSHED SURFACE TOP COURSE A�' 01`. GALVANIZED AASHTO M-120 YIELD STRENGTH BEYOND THE FRONT EDGE OF THE PARKING Q 3 COMPACTED DEPTH 1-1 /4 MINUS 1. MINIMUM CONCRETE 3000 P.S.I. (5 1 /2 SACK). 60,000 PSI MIN. POST SHALL HAVE 7 16" STALL. SIGNS MAY ALSO BE HUNG ON THE / CRUSHED SURFACE BASE COURSE 2• PLACE TOOL JOINTS ON WALKWAY WITHIN ROW TO MATCH EX SIDEWALK SCORING DIE -PUNCHED KNOCKOUTS ON 1 CENTERS FULL WALL AT THE INTERIOR END OF THE PARKING CA PATTERN. TOOL JOINT ON -SITE SHALL BE PER SHEET L001. LENGTH, FOUR SIDES. SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 W NOTES: 12" (MIN) GRAVEL BORROW COMPACTED TO 3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT WITHIN WALK 4. ANCHOR SHALL HAVE 4 7/16" HOLES ONE EACH INCHES ABOVE THE PARKING SPACE FINISHED 95% MAX DENSITY PER ASTM D1557, OR TO CORRESPOND TO JOINTING PER LANDSCAPE. SIDE 2" FROM TOP END. FINISH SHALL BE ZINC GRADE. W 1. PLACE CONTRACTION JOINTS AT MAX 10' O.C. EXISTING SUBGRADE MATERIAL FIRM AND IN BOTH DIRECTIONS ON SLAB. CONTRACTION UNYIELDING AS DETERMINED BY A 3-PASS 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH EXISTING SCORING PATTERN & CONCRETE FINISH. HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM AN ADDITIONAL SIGN SHALL ALSO BE POSTED, A500 GRADE B. IN A CONSPICUOUS PLACE, EACH ENTRANCE PROOF ROLL WITH A FULLY LOADED DUMP 1 -4 8 11 JOINTS SHALL BE MADE BY SAW -CUT OR TRUCK. TWO LAYER 5. DRIVE RIVETS TO BE TL3806 3/8" DIA. TO OFF-STREET PARKING FACILITIES, OR CI TOOLED INTO CONCRETE DURING PLACEMENT. WHITE PAINT 6. CORNER BOLTS TO BE TLCB516M. IMMEDIATELY ADJACENT TO AND VISIBLE FROM NTS 2• FINISH & JOINTING PER ITS 2NTS EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN LANDSCAPE. HEAVY DUTY CONCRETE PAVEMENT CONCRETE WALKWAY ADA STALL AND BLOCKOUT STRIPING3 SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND NOTE: CONSPICUOUSLY STATES THE FOLLOWING: FOR ON -SITE USE ONLY CORNER BOLT SIGN POST SQUARE SEE NOTE 7 0 "UNAUTHORIZED VEHICLES PARKED IN 2 X 2", 14 GAUGE DESIGNATED DISABLED PARKING SPACES NOT 2" 00 QUICK PUNCH DISPLAYING DISTINGUISHING PLACARDS OR 5-1/2" 2' MINIMUM 0 GROUND SURFACE LICENSE PLATES ISSUED FOR PHYSICALLY SLOPE VARIES DISABLED PERSONS MAY BE TOWED AWAY AT HEAVY DUTY 1'R• y�v, / o o ° D //w�w�w OWNER'S EXPENSE. TOWED VEHICLES MAY BE 0 ASPHALT PAVEMENT 6-FOOT WIDE 8» j RECLAIMED AT _______ OR / HEAVY DUTY CONCRETE , ASPHALT p RECYCLED PLASTIC y j ------ OR BY TELEPHONING C4.O C4.O OR PERMEABLE PAVEMENT 6 PAVEMENT D o WHEELSTOP (GREY) 22" i " LOWER SIGN POST 811 D D II 'D RESERVED RESERVED SUPPORT PARKING PARKING 2.5 X 2.5 0. D. 2 7 GAUGE, 24" LENGTH .. D 0�� o 0 0 0 0 0 0 D .: :• ..,• ....,:: SEE NOTE 5 O�Qo O�Qo O�Qo O�Q OpQo OpQo OpQo Op O �o O �o O �o O �o �o O �o O �o O Ooo Ooo Ooo Ooo Ooo Ooo Ooo 0 O O O O O 0 - D D � � D \\ \\ \\ \\ \\ \\ \ y : :;:,•:.. a SIGN ASSEMBLY grA,E ®PM irTA,EoeA�®P,am ® LOWER SIGN 00 00 � 00 � ����������������%// P9MfSEOURD P9 ffFE0UED O O e ° ° POST SUPPORT " 10 MIN SIGN POST /\ ASP HALT PAVEM ENTZ EMBED o o ° DRIVE RIVET OR VA ATTACH SIGN WITH ° ACE %/% %/% %%\ \;�\\ o 0 o CAST -IN -PLACE 2 - #4 CONT. o o ° HEX BOLT (TYP) 2 DRIVE RIVETS �\������� �\���\���\���\�/�\��\��\� �CONCRETE ° ° ° SEE NOTE 5 � ,�v,�v,�v, av #3 REBAR PRE -DRILL o 0 BOLT STOP FOR 8" MIN CONCRETE THICKENED EDGE 5/8" HOLE & FILL 0 0 SIGN POST 7-3/4" 4" MIN CRUSHED SURFACING W/ EPDXY 0 0 TOP COURSE ISOMETRIC VIEW 5 NTSNTS CONCRETE VERTICAL CURB TYPICAL 6 PLASTIC HEEL TIP SCW SO 7 NTS ADA SIGN W POST ASPHALT CONCRETE TRANSITION PERVIOUS CONCRETE PAVEMENT AND CHOKER BY OTHERS FACE OF CUR{ F-_ CEMENTCGNC.RFII I INSTALLATION OF BASE BY CONTRACTOR REMOVE 12" R «,� oING^u'' ,e1rt VARIES VMOS ' R 5,2 _, 2 FROM NOTE: OVER OF REMOVE �� ��� ��� ��� �' �' �' �� �' \�� - \ / \ / \ / \ / \ FABRIC BY �- �- �- OTHERS BY / I / I / I I / I / I / I / I / I / I 1 TOP OF } ,'. m m ,7•R PItEYDI R°A°�Y^` - °` , » f> DUMMY JOINT � 20 O.C. 3/16 x1 1/2 - OTHERS - - - - - - - _ ,DINTF _ PREMOLDED NO TES: CEMENT CC ETe�� .: 2.0' MIN [X EXISTING ASPHALT NEWCURB CONT MASTIC JOINT STRIP 1. FOR INSTALLATION PEDESTRIAN CURB "'' ' "I , AT SIDEWALK RAMPS ANO LAN Cl�G$az �,. ,p, �- PAVEMENT &GUTTER -' (SEE NDTE 2) (SAWCUT JOINT CONTRACTOR'S OPTION) �Ooo �Ooo 00 � O �Ooo �Ooo �Ooo �Ooo �0 0 0 0 c> 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 600 0 "> BY CONTRACTOR a a 12 � s FADE OF AD ACFN, CURB CEMENT CONCRETE - » �Qa �a U( �Qa ��Qa ��Qa ��Qa ��Qa ��� -( �� REFER TO DETAIL ��� 000 000 ��� ��� ��� �� ��� OUD O O O O O O O 6 SHEET C1.2 s t7 TRAFFIC CURB ANDGurTER - - SEEDEPRESSEDCJR0DETAILIHI}SHEET SAWCUT - (SEE NOTE 2) 6 MIN CONCRETE BROOM SIDEWALK oO O oO oO O O O oO O oO O oO O oO O O O O� oa0�0 oa0 000 Q 0 oa00 oa00 oa00 60%0 oa0 0 0 0 0 0 0 0 0 0 0 0 GEOTECHNICAL 000 O FACE OF ADJACENTcuRe 6t?_ 2 � or, Y FLUSH WITH GDI-IEP I 7• ,Y2'R Tor, PAN AT SIDEWALK _ 7 RAMP ENRWrtf - - - +r FINISH D OOo� OOo0 OOo0 OOo0 OOo0 OOo� OOo� OO � 0o O 0o 0o O O Oo �o �o �o �o �o ENGINEER TO REVIEW 1 t$ �. - - •. • �� p D °. ° p ° - ° .p D p° A00� 0 �0000000o000�� 12R ROARWAY - - I a D D : ° �00�� RECDHARGEDVBED � MATERhAL REPLACE AS DEPRESSED CURB SECTION 6 AT RE&DENT 14L fJRIVEWAYS ONLY FOR COMMERCIAL DRIVEWAYS SEE 3TO PLAN 109 ] _ . NECESSARY WHERE DEPRESSED CURB SECTION rACE OF CURB AT SIDEWALK RAMPS ARTERIPL STREET MINIMUM 7 HMA (or ACP Class B) VA VA VA VA V\ iA\ iAA iAA iAA, FOWLED BY SILT OR 6 .: _ - (SEE NOTE 1), OVER 2" MIN CRUSHED SURFACING „ OTHER DELETERIOUS SUBGRADE RECEPTOR 10 DEPTH PERVIOUS CONCRETE PAVING MATERIAL (BY APPROXIMATLY 7.5' BY OTHERS OTHERS) ,7R b,� L FACEOFAWACENTCLRB •'.I �'�"�'�� B" CRUSHED ROCK TOP COURSE NTS NOTE: BELOW EXISTING GRADE .,��.�, .�, �;. 4'�' HpMA (r'AGPFQITa�16;UM �. CONCRETE PAVING 1 CHOKER COURSE PER GEOTECHNICAL SUBGRADE TO BE RECOMMENDATIONS BY OTHERS COMFIRMED BY - PREMGLDED % �� JOINT FILLER ' (SEE NOTE 1), OVER 6" CRUSHED ROCK 1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK). GEOTECHNICAL NON WOVEN GEOSYNTHETIC FABRIC PER WSDOT 9-33.2(1) E EXPANNso NT �' - °"• R-398742 RECOMMENDATIONS 36" MIN RECHARGE BED MATERIAL ' R CEMENTTRAFCONCRETE NOTES, EX SUBGRADE GEOTECHNICAL ENGINEER TO REVIEW INSTALLATION I__ 1. MUST MATCH EXISTING THICKNESS IF GREATER. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECEPTOR SOIL _ DEPRESSED CURB DETAIL ATRESIDENTVALOROummERcIALDRtYEWAYSAWALLCYS 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. _ 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT J PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN ❑I. NLRAL NOTES _ - t See mrWeM pona,a2 en6101.tMaue apmeNa.+And wnlrection pxrt apaong FOR CEMENT CONCRETE CURBS. NOTE: PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE `"e'""°"'"mINN b@%Ad i, "�"'I°'F'»"°dedp^`"°e, 3. Fw DBIp-M Ma"rh . N1•ewev Cum A C I,rc Ee , smP StartlanE Plen, 04.2 PAVEMENTS. COMPACT TO A DEPTH OF 6" TO 90%-92% OF MAXIMUM DENSITY PER WSDOT _ 2-03.3(14)D. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO 8" MIN. AND RECOMPACTED. PUBLIC WORKS STD. PLAN - 101 0CEMENT CONCRETE CURBS n DKPART'MENT. STD. PLAN - 103 PUBLIC WORKS CURB AND GUTTER PPRO D: o NTS _ NTS DEPARTMENT REPLACEMENT DETAIL A,F NTS R STD PLAN 1 3- CURB AND GUTTER REPLA COS 0 CU GU HEAVY DUTY PERMEABLE PAVEMENT 9 ` R STD PLAN 1 1 - CEMENT CONCRETE CURBS J. COS O C CO C CU S O C EMENT iv A� SURVEYED: SCALE: »_ 1 -20 HORIZONTAL: ONTA�L'.:N� 198 /1991 CITY OF RENTON FIRE STATION 15 1404 N 30TH STREET DATE: 4/30/2019 1932 First Ave Call 3 Working Days Suite120WA Before You DIG! Seattle, 98101` OY WASyt `q � ti , �c `' �� �' DESIGNS Lip PIAELDBOOK: DRAWN: SMN p. 206.725.1211 ^CT o�R�� RENTON, WA 98 56 DRAWING NO: og,� f. 206.973.5344 , �� ��� �� of �4 ONE INCH DATu MUL Planning/Building/Public Works Dept. 04.01 CHECKED: IF NOT ONE SC LE engineering pIIc www•Ipdengineering.com 1-800-424-5555 NO. REVISION BY DATE APPR SCALE ACCORDINGLY U11LITY AND PAVING DETAILS APPROVED: SHEET: OF' Q 151 00 LI O 0 0 04 C'7 CD O 0 a J O O O 0 EL L0 Z 0 F_ Q I- w cr W rV 00 W �M M� � N N CL C) W I- r Z 0 Q W Ir LL tIYMPIANftNERALMOM Iftwill P.I01ftOW 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WRH TH E'. LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS 5TANDAR D SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT'/ AP W A STANDARD SPECIFICATIONS, LATEST EDITION AS ENDED BY TY N. A SET OF Cl 1Y APPROVED PLANS SHALL E KEPT AT HFE AND DEVELOPER SHALL RESPONSIBLE FOR SECURING ALL NECESSARY TO THE PRIOR TOBOAT WHENEVER THE CONTRACON $MN PROGR ESSH A PIRk DCONSIFROCI ION CONFERENCE -SHALL BE HELD PR OR 80 1 HE START OFCONSTRUCTION. THE CONTRACTOR - _ _ _ - - - - CO NSTRUCTFON: 2 ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED.. THE CONTRACTOR SHALL, CALL 1 800 424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3, ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM. IMPROVE MEWS SHALL Sit NEW AND UNDAMAGED,AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CiTY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE 4 PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE THICKNESS 52 PER AWWA I LAND - . ALL#_ - III MAIN P CLASS G 5 C 104, ,11)iM$HALLBEPUSH ONORMECHANICAL1OINT EASYIRON OR DUCTILE IRON PIPE FITTINGS SHALL Of CLASS 2SOA5 PER ANSI/AWWAC1101A21.10-62 ALL DUCTILE IRON PIPE AND FITTI NGS SHALL BE WRAPPEDW91H9-MIL BLACK, TUBETYPE, POLYETHYLENE PEASTIC PER AW W A C105 STANDARDS. S: MINIMUM COVER FROM TOP Of WATER MAINS TO FINISHED GRADE SHALL BE'36 INCHES FOR PIPE DIAMETER OF IC•INCH OR LESS, .AND 48 INCHES FOR PIPE DIAMETERAE 12-INCH AND LARGER. 'MAXIMUM COVER FOR ALL, WATER MAINSSHAIL BE GOINCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRIJC"TIOW WHERE UTIUIYCONFLICTSOLCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECES-SA-RYTO CLEAR CONFLICTS AND TO PROVIDE MINIMUM_ COVER. PIPE- POLESTI9N SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS SPECIFICATION. FOR SIZEOF PIPE USED., ALL TRENCH; BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIM UM DRY DENSFLY AS 0ETERMINEIT BY THE MUCIIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM ANDORIVEWAY$:AND BS PERCENT MOO IN UNPAVED AREAS. ALL:PIPJ9.ZO14E.00MPACTION SHALL 6E 95MDD.. 6:. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNEE),: INSTALLED AND. POURED IN PLACE IN ACCORDANCE, WITH CRY OF. RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS! AND BASE OFNYDRANTS:. !MEGA -LUGS IORSIMILAR PRODUCE MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO ONCREIE BL.OEKING. 7­ 411L NEW WATER MAIN PIPES AND FITTINGS SHALE HAVEA FOAM PIPE PIG RUN. THROUGH TH EM PRIOR, TO BEING FLUSHED, JI1A NF1EiM,:ANO TESTED, .CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OE.AND UNDER THE $11,11PISIDASION OF A CITY OF RENTON UTIIITYJNSPECTOR. THE CONTRACTOR SHALL SUPPLY,: INSTALL AND REMOVE PLUGS,. "ICIRROBATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT; BLOCKING FOR TESTING AND PURRYACCEPTANCE.,. NO CONNEM- NSHALLBEMACEBETWEENTHENEWMAINORBETWEENTHENEWWET-TAP VALVE TOANVUSIINGMAT" UNTO: NEW PIPI NG HAS BEEN FOAM P IGGEDI DISINFECTED, FLUSHED, ANDPASSEDBOTH PRESSURE AND PURRYTESTING. EW Ry NWATER MAINS INCLUDING SERVICE LATERALS SHALL 61 *ikf,rfST'ATIG,PRESSURF OF PSI ABOVE WORKING PREiiURE WITH A MINIMUM OF 225 PSI TEST PRESSURE. F09=MINTITES WITH i`AMA I MUM OF SPSI PRESiiAE OWP OURING THE ENTIRE TEST PERIOD UPON SATISFACTORYCOMPLM69OFTIREFRIllNETEST,THELINESHALL BEWINFECTED,FLUSHED, AND THEN W Al ER SAMPLES SHat1 BE FOR PURETY TPSTING BY TRF PURUC WORKS tF{SPECTOR. 3 7MC-DWRACTUR SHALL NOTIFY THE CITY OFRENM VIIA'Fi1LUTILTTY AND MAINTENANCEDEPARRy GMAT LlFAM1011 ORKING .DAYS PRIOR TO MAKING. CO NNECTIO N S TOrTHE'lEXIMNGl. WATERSYSTEM. THE CONTRACTOR SHALL EXPOSE THE EIR.6TWG WATER MAIN AND FITTINGS AT THE CONNECTION POINT MIE ORKORDERM THE NECESSARY ADAPTORS AND FITTINGS RM1RfD FOR inE FINALCONNECTION. THE CON] RACTOR iNu. iVAT€, RffiiCvE ALL SU#FACE MATERIAF5; AND PRo+nef SNORING AND', ALL MATERIALS REQUIRED FOR THE CRYOF IEENTON TO PERFIDWINE COMNET. MTOTHREKI9M WATER SYSTEM. THE I PUBLIC R9WORKS WA'iMPLAN GENERAL NOTES STD. PLAN - 300.0 ':PARCH2T110 ITS COR STD PLAN 300.0 WATER PLAN GENERAL NOTES 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE CITYPRlvnrr IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE PIPING PIPING FOR TOUCHREAD PIT UD (SEE DETAIL A -A) Val IN UNIMPROVED RIGHT OF wz ? WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" LONG COPPER TAILPIECE. a 9' MIN 2' AA o I SIDEWALK it FINISH GRADE _ " ¢¢ TOUCHREAD WATER �U METER TO BE -_II 36" MIN COVER 12" SUPPLIED BY THE z_ f j J CITY TYPE "K" SOFT o w COPPER TUBING Nei NEW DUCTILE IRON WATERMAIN IF T SERVICE LINE TO HOUSE IS 3/4" 1" TO BE INSTALLED IN THE FUTURE GALVANINI ZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING /LOOPWN CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER Z COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215W00033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD V13H72-15W-44-44G, OR TAPERED THREAD (CC)- QUICK JOINT - q BOTH INLET BRASS: CUTLET WITH QUI OR MUELLER: 1-B-24GS 2 (3/4" FB1000-3-q) OR AY MCDONALD 4701B BOTH INLET AND IXITLET WITH QUICK JOINT PADLOCK WINGS ON (1' FB1000-4-Q) OR AY MCDONALD 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FDUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PUBLIC WORKS 3'4" AND 1" WATER SERVICE STD- PLAN - 320.1 DEPARTMENT NOVEMBER 2009 C La 'r se F9 IkwWhT�9'a,'L7� W,� I s n1 ( ") J PLAN III VWN. MY s_Y=Na AN FREE � L7 UV "Tm A&SMWJ0 R F WL_ M W 05YOW wHae T� M FAT OF % �L it S Er 115TM OIL fiftt 1, a�1L tit�99L� OM � M r0Cl 90 E2VIP&MNT -'N i & L i 1211104N AFL MPAkAlm CT'dY PlIllmm Paw FOR THE ThT;SAalf ak,, Tt6E 4P�&TAI�A7T1G iFlu ITm AYSD Pprlif_ 'Its ftmg Wr WR-M I'� WTALL AW MklFsllTAN WE f MIN ALL PPM AM AFFP5RTE#COn $H13 1 11M A-411, ' DM ST i E TILED, BY A AFMIF OFIR 1F'I%JT _ AMAMY T,IMMR VIM ITS "ITAL DISTAUATOL AFTER REPAIRS awl ANNUALLY iMPEAFU AT WNEWS VXIGIEM, A WY V "RILE TENT REKW SHALL 'BE SEKrr kM M= TO rXrY TER 131`f1.4" UMEMNIP OEAIT i1i WXF LnJLPY"P T = _SPE'wALISTa F/ 4 --r 7a1, * OVA ABU Kwa E14x 'SHALL BE 1.4Gt17ED ON PMVATE'' POMPOR7V AND AS NZklil AS PNORE TO THE IICI±TL�vI ���C-�• TTAE#EdTT� WORKS aH TCT2"DOUBLE CHECK VAL'VI� STD. PLAN - 340.8 f B .ARTEIEIIK I ASSEMBLY T=OR IRRIGATION , RFSIDFNITIAI- FIRE-- SPRINKLERS IT' 5 ERVICE NIJ COR STD PLAN 340.8 3/4" TO 2" DCVA ASSEMBLY 1932 First Ave Call 3 Working Days Suite 201 Before You DIG! Seattle, WA 98101 p. 206.725.1211 0!-Q f.206.973.5344 10g� engineering pIIc WWw,lpdengineering.com 1-800-424-5555 3 cf TESTING DETAIL F to Er O NEW D.I. WATER LINE 7F TAPPING TEE (MJxFL) VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1-BUND FLANGE ON TOP WITH 2' TAP AND 2" PLUG TEMPORARY PLUG (MJ) WTH 2-INCH TAP 1-BUND FLANGE ON BOTTOM AND 2-INCH BLDW-OFF ASSEMBLY 1-PLUG(MJ) WITH 2'TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK 3 m FINAL CONNECTION DETAIL F I,I � , NEW D.I. WATER LINE (�AFTER ALL CLEANING BY POLYPI., PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NO S. 1. TAPPING TEES SHALL BE MADE OF CAST IRON. DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER UNES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER ONE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL 4 a PUBLIC WORKS CONNECTION TO WATER MAIN WITH SM. PLAN - 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2O1.0 1N IT' COR STD PLAN 300.1 CONNECTION TO WM W/ TAPPING TEE & VALVE CAUTION VALVE BOX SHOULD NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. �, "us '!: r: ,• ' •. I PRIVATE PLUMBING .... ... ... 9' MIN. 2" MAX. - SHALL CONNECT HERE �o 4 nRw ] 1jFOR Z' BRA55 PLUG CRUSHED ROCK BASE (THREADED) TO SUPPORT VAULT. , BY PASS NOT ALLOWED IRRIGATION METERS 2 3 6 ] 7 s 1-1 /2 AND 2" WATER SERVICE DETAIL MIPT x WICK JOINT a MATERIAL T ASIDEWALK 1. 2" tapped tee on new water meter. 2. 4" long X 2" brass nipple with threaded ends (MIPT). �i, DRILL 2" DIA. 3. 2"-111-1, seat valve with threaded ends, square operating nut and valve nut extension If DRILL 2" DI HOLE FOR-' ` required (see standard detail 330.1). DEMCE 4. Two piece cast iron valve box. Standard B" top ...lion with regular bee. ... tar, length to fit, "lug" type Go 5. 2" brass bushing (MIPT x FIPT) 2 each 2" brass r bronze nipples 6" length, threaded ends 2 each 2°-90' brass or bronze elbows (FIPT x FIPT) 6. 2" (MIPT) x compression fitting, Ford C84-56 or equal. 7. 2' soft copper type K or brass nipples, length to fit. TYPICAL RIB 8. 2" threaded braes 90' ell. 9. 2" Customsetter with by-pass Ford VBH 86-128-11-77 (17-3/16") or McDonald bras. 2-1/2' MIN. FROM NEAREST 3OB715WOFF775, with flanged angle ball valve and padlock wing. an Inlet, and angle check valve ANDFRONT EDGE OF PIT LID outlet, ball valve on bypass with padlock wing.. Customsetter shall have vertical inlet and outlet. 10. Rigid meters reader to be supplied and installed in meter setter b contractor. 11. Water meter shall be Supplied antl installed by City of Renton upon payment of all related water meter fee andsatisfactory pressure and purity tests. 12. 17"x30" equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-15 with 2' thick Ductile iron damond plot. cover 18"x31' equal to Mid -State. Plastic., Inc MSCBC-173D-R with 2" drilled hole for t... hread pit Iitl, and meter read lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 or equal. The property owner Is responsible for any necessary adaptation or extension of water service. MATERIAL LIST FOR 1-1/2" SERWCE WITH METER LOCATm IN RIGHT -Of -WAY BEHIND SIDEWALK 1. 2" tapped to on nowwater main 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat valve with threaded end., square operating nut and valve nut extension if required (see standard detail 330.1). 4. Two piece east Iron wive box. Standard 8" top section with regular base section, length to fit, 'lug type co 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT), 2 each 1-1/2" brass or bronze nipples 6" length (threaded ends), 2 each 1-1/2- 90' brass or bronze elbows (FIPT x FIPT) 6. 1-1/2" (MIPT) x compression fitting, Ford C84-56 or equal. T 1-1/2" soft capper type K or brass nipples, length to fit. 8. 1-1/2" pack -joint 90' ell, for Ford L44-77 or equal. 9. 1-1/2' Customsetterpwith by-pass Ford VBH 66-12B x 13-3/16' or McDonald brace, with flanged angle ball valve and adlock wings on Inlet, and angle check Valve outlet, ball wlw on bypass with padlock wings. Customsetter shall have vertical Not and cutlet. 10. Rigid meter spreader to be supplied and Installed in meter Better by contractor. 11. Water meter shall be supplied and installed by City of Renton upon payment of .II related water meter fee and satisfactory pressure and purity tests. 12. 17"x30" equal to Mid -State. Plastics, Inc BCF Series MSBCF 1730-18 with 2' thick Ductile Iron damond plate cover 18'x31" equal to Mid -State, Plastics, Inc. MSCBC-1730 R with 2" drilled hole far touchreatl pit IId and meter read Ile. 13. 1-1 /2" coupling (compression X FIPT) with 1-1/2" plug (MIPT), Ford C-14-66 or equal. The property owner Is responsible for any necessary adaptation or extenslan of water service. NOTE: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY, EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BOX. PUBLIC WORKS 2 AND 1 ?'2" WATER SERVICE LOCATED STD. PLAN - 320.3 e DEPARTMENT IN RIGHT OF WAY BEHIND SIDEWALK �T FEBRUARY 2010 COR STD PLAN 320.3 2 AND 1-1 2--WATER .,..'a BUILDING WALL © © MAXIMU pPVAE WILING Nor PROP D FERTYY IM CDXCREIE BC©Ras ONE •®�4 10 ..,: Di O PERIMETERS OF MINIMUM CLEARANCES • •51 MAx. © TO BE PAINTED ON FLOOR IN WHITE 7 ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO S. O7 9 m 'DO NOT BLOCK ACCESS" I 0 � 8 O 6 9 3 O U _ 4 INCH �" xe INCH 13 12 s DDCVA MUST BE INSTALLED IMMEDIATELY AFTER PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. a ROOM IN WHICH DDCVA IS LOCATED SHALL: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. 9 8. HAVE A HEATING SYSTEM (40- F MIN. TEMP.) NO HEAT TAPE r m C. NOT BE USED FOR STORAGE AROUND THE DDCVA m I D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVe. A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE , RE CITY CITY OF RENTON FOR INSPECTION OF THE DDCVA oa AND METER. cur SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW 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 5D FEET TO BUILDING) a 2. BRANCH VALVE (FL x NJ) WITH VALVE BOX AND COVER -� 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE AND . yr 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 B. 1B" LONG SPOOL (FL X PE) 7. FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL B. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION MEW OF DDCVA 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 PIPE SUPPORT COLUMNS ADJUSTABLE UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. 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. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL USTED 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 Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS. `O• PUBLIC WORKS INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 380.5 ' DEPARTMENT LARGER DETECTOR DOUBLE CHECK z VALVE ASSEMBLY MARCH 2O10 J. 0� VIA o 30766 p FGISTtW ��sI�NAL NO. REVISION ITS 6 SERVICE ITS SSEMBLY O M. FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH 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 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE RESERVATIVE PAINT No. 5780-563 DTM 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 REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. MATCH SIDEWALK. HYDRANT. FINISH TOJOINT STANDARD 8" TOP SECTION WITH REGULAR BASE 1:7 EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION ® 2.1 BACK OF SIDEWALK AS REQUIRED. �CONCRETE SIDEWALK OR PLANTING STRIP RAISED PAVEMENT MARKER TYPE BB -A STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MIN COVER Ny R-CONCRETE BLOCKING THRUST BLOCK ''y MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' 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 n1 ONE MAN ROCK 1 6 // • 6" CONCRETE PAD ` 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL / %2.\ PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD' PLAN - 310.1 DEPARTMENT MARCH 2O10 3 IT' COR STD 310.1 FIRE HYDRANT ASSEMBLY 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE 9W BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SANG COMPACT SAND COMPACT SANG &GRAVEL 45' BEND 77 1// 45' BEND 11 7// 45' BEND 17 1/4' FITTING CAP OR PLUG & 22 1/2' BEND BEND EN LEE CAP OR PLUG & 22 1/2' BEND EN BEND TEE CAP OR PLUG & 22 D BEND 4' 6 41-1 4.2 9.6. 1.7 3.8 5.7 ..1 2.1 4.7 1.9 5.0 1.6 3.5 1.5 3.5 1.4 1.4 6 18.] 6.7 11.5 1. - 8.4 3.4 ... 6.. 8.. 5.5 7.4 0. 8. 37.5 15.0 26.5 78.8 10.8 7.5 20.0 74.0 74.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0' MIN. COVER FOR WATERMAIN 12' OR GREATER, MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF TURUST BLOCK (FT) = O.D. PIPE 4 1.0- I-T BLOCK LEA REFERS TO THE ICE OF BLOB( MEASURED IN SQIARE FF£T NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 e PUBLIC WORKSDEPARTMENTHORIZONTALANDE WNWARDD VERTICAL BENDS MARCH 2010 REMSEV Not to Scale LIFT POCKET - I ,- EJ -t. M , . . Wit • I . - - :w e i - AMx I� M\\\ EL • • BICILTIOrTA 1 i PE i J y i Aa r. 1 I� GkST I u•i 1 • A�ii �, ~, u I RJ IT a e o 4W (1 BEND I. ED 410 B" �AN�CKj ���GS ! A�4 iCU R , ON! SENF,R )/,41H�' sFllllLL �E EAR JEAN I Na 3698 (-PRbOUILT--N0.1 003 3) CIF APIPROVEA EDyA IL CLEAW DIITJ SHALL BE A YFA LIT MBLY. 2. VNIMPROVED-ACAS, POOR A 1'-0" T_HTK;_2' SOI�tE ONCREIE,-CLASS'-3000, VAD !R( OLM@ THEDING 'WCM. 1111ER0 MARKER MARKER I fl ° � T I TWO LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LINE) MARKER FOUR LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 7' no 4' RAISED PAVMENT MARKER TYPE 88 AB STIMSONITE TWO-WAY (BLUE) MARKER CIO t ON SIDE STREETS WHERE THE HYDRANT IS WITHIN 20' OF A MAIN TRAVELED STREET, THE MARKER IS TO BE INSTALLED ON THAT MAIN STREET (� MARKER V -1 : FIVE LANE ROAD OFFSET MARKER TO INDICATE WHICH SIDE OF STREET HYDRANT IS ON (4" FROM DOTS OR PAINTED LANE DIVIDER) 2/23/2018 SM. PLAN - 310.3 PUBLIC WORKS HYDRANT MARKER LAYOUT DEPARTMENT MARCH 2O10 ITS COR STD 310.3 HYDRANT MARKER LAYOUT 4 N All IwPzY�t; W7m K -i AI ;SKW&Ir AM JIB njPM"TCONCRETE BL'[ "-iG M FtOR VER-ItUiL4L +,STD. PLAN - 330.3 4, t: l; vo ITS 411"Reff, got ITS ING 7 COR STD PLAN 330.3 CONCRETE BLOCKING FOR VERTICAL FITTINGS 8 SM. PLAN - 493.1 PUBLIC WORKS 811 OR 6" CLEANOUT " DEPARTMENT FOR SANITARY SEWER MAIN ITS COR STD PLAN .�- S1 - - R-398743 S-398706 W-398706 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: DATE: e HORIZONTAL: � 198 /11991 FIRE STATION 15 4/30/zoo 9 DESIGNED: 20 C CITY OF Lip -R 1404 N 30TH STREET FIELDBOOK: DRAWN: RENTONSMN WA 98056 PAGE: • RENTON ONE INCH DATUM T DRAWING N0: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. 04402 IF NOT ONE INCH DATE APPR APPROVED: SCALE ACCORDINGLY LMLITY AND PAVING DETAILS SHEET: 16 OF:1 0 WM LO 0 0 0 MN ram^/ W 0 0 a J VJ Z Q 0 0 W Er L0 Z 0 H Q W Ir LL 0000 0000 0000 r I/ N r*.s O N N � qj- [L IC) W I- LO Z 0 F- I- W IIr LL V-M-IE-S y 1' 1' MIN MIN I I MIN MIN SPECIAL .NO NOTE �I IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH l l OF THE PATCH SHALL BE EXTENDED TO C INCLUDE ANY EXISTING PATCH WITHIN 10 i 1 FEET OF THE EDGE OF THE PATCH REQUIRED, FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE N11HIN 10 FEET I 1 OF THE EDGE OF THE SECOND PATCH AND SD ON UP TO A TOTAL OF 300 FEET. FACE OF GUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW {I 2" HMA I" 1 1 ` I CENTER LINE OR _.I .( ! LANE LINE 1I 2" TO 6" HMA 1 1]I DE 2" DEPTH OF A PLANING OR SAWCUT AND REMOVE 6.5- MIN. IVAARRIES: MIN I MIN VARIES M'N I MIN DEPTH OF EXISTING PAVEMENT F�l 2" SAWCUT AND REMOVE OR PLANE, SEAL NTH 2" - 6• MIN. HMA (SEE NOTE 2) AR-4000W I .� _ (EACH SIDE) l CRUSHED SURFACING TOP COURSE (CSTC) (9 STANDARD 2' HMA (9-03.ICTI PER COMPACTED SPECIFICATIONS, COMPACTED TO 9596 MODIFIED PROCTOR, 5AWCUT AFTER BACKFlLL - EACH SIDE CSTC. BANK RUN GRAVEL FOR TRENCH BACKFlLL GRAVEL BORROW (9-03.1 PER WISDOT1 T WSDOT STANDARD SPECIFICATIONS OR NATIVE NA MATERIAL IF APPROVED IN WRITING ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95R MODIFIED PROC,. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSOOT PLAN 110.1. STANDARD SPEGFCATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 SM. PLAN - 110 TYPICAL TRANSVERSE PATCH FOR DEPARTMENT PUD WORKS FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY �S r•rr NTS COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH r,i -EX SEWER MAN I PROPER _-SPOOL (LENGTH AS NEEDED) 7 i 6" SERER STIIBE b- { FUTURE IV SIDE SEVER \ `SEWER MAIN TEE >�"' Fm 4" SAPID M G T PAINTED I -S' CAP/ ITE WHH 7HE� _57ENgLED � Ii IWWNRRAA3PP"PP1Sf11EtB ANO-- WIRE • r EXTENDED TD THE �T�OPE DF TONE STUD. I COUPLING (1'rTt.) t» > I 'I 6'M5916' slrtI a.EM T NITH PST IRON RINtl i'AND OVI� I (EASTRR,ON PgOOUCLNQ.�10]67502 OR PWOORKSAPP p� (SEE $ID. PLAN 403.h kON INSE54yERLAR'ON LI fi QUA ------------------------ L � �ua c� A4PRONiL E �G40r ADAPTER FMB T�=F � L) L1ENO,.As, SIDE SEWER - - �lf" SCNER SIIIIB ��" �. TURF I6"K r•" REDUCER iIo SEWER MAIN SIZE X 6" TEE (�� T�CCC snR -flpr v; rca rtiwwFr'ApFlS TO EXISEING eem MAIN - A V)11O*D CLAY MAI IT IN Nf: NIIW PVC "TW USING rKTRONGI REJBIE D UPLINGS (PERNCO OR AP ROVF �UA�I J Fl •- B. CONCRETE A _ 1705 IN A TIEWIM = 7r IISMA F10g!J: OMOLOWS (11'ER1CC GR APPROVEL' I" C-,, PVC • FOOD PVGMAGJ - (� 1N NEW lEE L191NC�ilq�'(�Up1F16101 CORE-gRULP -9nHf A-EIAC SADDLE "UCTILE IRYI MAIN - CORE-CRILUD W1TH it ROWACCSS DBE �04-APPMVED EWAO) LC MANHOLVC=fl=OR]-:,W- CONNECFIONS-70 -MAiH n -IUL Af,f�M___-_C�T!" IC K Q TS pt R(�E SHALL BE C-ORN1Eb. P9F MITI_ / Sw fIZONTA4 V MIN. MMIN SEWER MAIN ppP1Cr�TE B t:KII r� Nf1� AfI'LZF � lEE AT MAnN BETNFFN DA1 ANp �AB��M�S��p� IMS;IL-RISE-�I E Mgr UNLEWO E 1115E SNOWM W7 PLMI SqE SEVER SHALL VE 1,MINIMUN 2 CCyER AR PR RTY LINE LTA 3 3' L 7[ 7HIU1 I�HE LOMEST MUSE EIEV ilk jMIL11QYR 6 LgME/i. STANDARD SIDE SEWER 1 DEPAMEN'r INSTALLATION PUBLICWORKS (9 (SEWER MAIN TO PROPERTY LINE) NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION SAWCUT, TACK COAT AND FINISHED GRADE 12" MATCH EX ASPHALT GRADE EXISTING ASPHALT NOTE: FOR ON -SITE USE ONLY E C PAVEMENT SUB -BASE MUST COMPACTED TO 95% MAX. =NSITY PER ASTM D1557 IMA CLASS 1 /2" ASPHALT 'RETE PAVEMENT _ AGED EDGE DETAIL t'Q 7!'p10 I? E M Df'PLmMA,R,u-Ei+AE D' tl TWICxi a Jp TIOIM0.11DE AII.g➢EPDE ` �_- T. ,.�oN,A m..l PaW curlf oETA.A L.rYrrx uoel Ira n ,' P vw:wt oErwA �EOE eAN. rKK LY.-JMeD wP�XNOru soiEs7 wN ,m AW rt (m.l WITH RAISED EDGE Np F G// ourT[q! P CIA , Als 4TAMl0urir r vi.w All PM ounElN -'n 4`k w.,{D GAAIIL 1 .:..iACEHT TO CURB ffN AFC, �` • I'1"` 1 A011 M. ,. --IAATN, � ,�I �� A Moog DR FDPC - CFI®` wAaPuofrANR ADIACENuaroJF r enAf1[R- YP[IwNT[ !E[aTD FIA11,m >t OFFf I'Ou1 A+Ct F1ATae Urn, MwRE Tx �`�� k.�'J's' `p 2 ' t f T. ADJACENT TO ClM18 AHbRAr_INO OR INALL qP ^'k-.°'T '14-d!V IWt WAIL FA+}4t�.'. Fm PmE I A �L�1.' � '•'ykF 'mow N. 1rEATMENr sDEwwx e1iF[q SrM 910EWALIf ACWCFM TD WALL DETAIL �TYLy IM:E ND[E Y5i IIrAR �d ' � •�� waAneP.vMKNnr,�.' 'I FN "Ie �E�wfp�wmP �mcnrrc - ,-. 1d 5'-`� w 'owwna`''-Bowl EYTTO BUFFER STIDP- el1 r! ?S • , tr 1D IN' Fo��m D anal � OD�TPACFWN xAH1 ! 'r1.• � eWWNx ra x M1N. NNr IF..c Nl.a wxr ..l,`..ti4 0 •q(FIL Jultllon BeAI t FlaticrM [nv.v,sor.laur peoTrcJ ACePIe VNa.•P/BIX4Ff Blltl anx ! ,MIPf PE+wA�11f n"..n rm.N 111 ' ir0en-IF�W G WK. Yfn4M1 IPyM wlgca, rPH arN m.ld. l:DN71iACT10N JOINF VreMd alnf 1He20; 4r JOINT AND FINISH DETAIL •► 1 M dAMF CerneM Cmvne Gih xln ,, i' �': sae.aLx n� Frn nr.a For other relenrlrxd NOTES eee - .. :vnnn wnn. r'1 earM STD PLAN 10p 2 - pz "` •� [ creleldrhh�pxr wSOC' �. StMM.11 P1e0 F 101"3 POYBC 5U[FdCeF 1 rA2rD0 F/ WiF xwIF FXM;B TH 3�- Caanemhe 4'am PSL STD PLAN 1. 1es eppfi-bl9 : E EXPANSPIALANEION - - E%PAN910N JOI PUBLIC'. WORKS CEMENT CONCRETE PLA_9 - 1i12 DEPARTMENT SIDEWALK NTS COR STD PLAN 102 CEMENT CONCRETE SIDEWALK FINISH SURFACE PER PLANS TRENCH BACKFlLL PER - PROJECT SPECIFICATIONS. CDF PER WSDOT STD SPEC 2-09.3(1)E FINISHED GRADE NEAT -LINE TRENCH (TYP) WHEN DEPTH IS LESS THAN 4FT a 6" MI PIPE �a e aA \ ✓/• /•./ 30" MAX 2 NTS 6 CDF TRENCH BACKFlLL SAW -CUT, TACK COAT AND MATCH EX ASPHALT GRADE 12" _IJEXISTING ASPHALT NOTE: FOR ON -SITE USE ONLY EX UNDISTURBED PAVEMENT SUB -BASE MUST BE COMPACTED TO 95% MAX. DENSITY PER ASTM D1557 3" HMA CLASS 1 /2" ASPHALT CONCRETE SUBGRADE COMPACTED- I PAVEMENT TO FIRM AND SE 4 ATB GRAVEL BORROW PER WSDOT UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED PER SECTION 9-03.14(1), COMPACT TO PER WSDOT SECTION 9-03.9(3), GEOTECHNICAL 95% MAX DENSITY COMPACT TO 95% MAX DENSITY RECOMMENDATIONS OR EX SUBGRADE MOISTURE CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX 1. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM D1557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA 3• PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. SECTION 5-04. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE NTS 9 MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS ASPHALT PAVEMENT - HEAVY DUTY J.ASPHALT PAVEMENT- HEAVY DUTY -ACT Ij1� 1932 First Ave � wAs Suite First Cell 3 Working Da s � �� 0� A t// Before You DIG! - Seattle, WA 98101 p. 206.725.1211 0 - 0 30766 f.206.973.5344 °g� �� _ �o� ��61ST0- engineering pllc www•Ipdengineering.com y-800-424- 555 NO. REVISION BY ;RUSHED SURFACING BASE RSE PER WSDOT SECTION 3.9(3), COMPACT TO 95% DENSITY 0 �RWTe M419i�.J t�l �'�� �i5 fes�awYW X:ieAtlev%T7�, �eLR � :RLVI�� Ir�Ally_i I{p}p Btl aE� 7GZi 'con.wd eau+FdFjdMP�T/41d Id1Fl r;•11'arlrrsnquhW.�115 TIW9R1{IrI RFIld1pPIM�1�'AIrW4,,! �. awe nc- pyrl Y((2 NYIdPWdeQWgitBC BWBWW TINXpyWGMrIR ix` �kl $INDL used 4 fThAiF1>i1RYrPUe,TWIpV)IItBTWWM1Sd(,iD N�wOGNS/JWi� POIF1k!T1MMM VIlg1I11Y111R11(7('° dll.��_ 1k�_F�- wItrTFF71 DRu9TIu.Iee,'•," A NpLvyd 9'I��E�o1w.IwilR�us�D�nrEWl�t�g*A7�q;. 1@MF(MnTE 7G) '�w1P.I1VI0W1DA1M'INV��F�1�) 1 �i�110Wq MFNGR�R1iff�Y AldFMbly MfNi>j . g�fYIF11b._ Prp9DPl1{':�4:Z•{'a[''.-- R9 W lJ.� Cr'Y�N�e0.E�l duldNNr AW Aeer.lEt s35TB! �aT R�Ohial;9lb dNa gaeba 01 7GW.. CAI �.(a.11iL4PE-Rr<mrteF��1I9q`T1'11FSe'YF(1(T11iY�!ITLd,I, i7aMOyOIM� IMw,', 10. BTRE�Z6ta!INPA�F7�'FF<�il(an9iloN' �,. ' TRM IVI;aAT�ope,VX1111y1FMlalf� -- 'Cy�ERi.SAIQi'kllitt�Fl�TtI�M�if�/IP'fCAR05„I S �DgP/PNIAY $TANOAIiYfB # fuK1JlI�a2fpl�Y�j" itlN M Develagn¢,a,Pv¢ulatl CN AP7 ER i CRY YYIDE PRT}PCRIY C[VELCPNIEHT STAN❑ARPS Se[tleM14.i-0VO PARKBI�T.$AOIHSAWD ORIYCWAY) REC�UU114N5 - -" _ I Il � �i F R @+ `�.5,}fit , _: riEMiMT •i.ONCRE' y" I " �' ? ��I �1 EMTl1ANGEf MITE FAOe OF A6fACEM qM¢) { NTS COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE SURVEYED: DESIGNED: Lip DRAWN: SMN CHECKED: DATE APPR APPROVED: / \ LV t ui,4u UrCIVtVVHT rr-m c4..o3 I COR STD PLAN 104.4 �' MODIFIED AS SHOWN 3 i i i i J i 1"=I'll WEST ENTRANCE DETAIL SCALE: 1 0 r HORIZONTAL: MAD 1983/1991 - �. CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY [%L=4 Cy#f11F11N'dl�:�µi..�:i•' �A I 7,1 '4e[ IA1N q1 - - F✓ 1 1 i� � 1PCTBL 1 COP# I� 2/23/2018 NTS COR STD PLAN 104.4- CEMENT CONCRETE DRIVEWAY ENTRANCE ��_ STD PLAN - 104A - IENTCONCRETEDRIVEWAY.- PRANCE - TYPES C18,'C2B,_.. and C-MAXB (WIT►1 BUFFER) -le 0 2.5 5 Scale 1 "= 5' R-398744 S-398707 W-398707 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 UTILITY AND PAVING DETAILS FIA I DATE: F14/3D0/2019 PAGE: DRAWING NO: 04.03 SHEET: 17 OF:18 00 L I O 0 0 N O O a J /VJ V Z Q 0 0 w Er L0 T Z 0 H Q F- w Ir LL r**-- WATER UTILITY NOTES AND SPECIFICATIONS SANITARY SEWER NOTES AND SPECIFICATIONS C0P#1 2/23/2018 N N - 00 (3) C� CC) 0) 001 00 0) 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATION AND SPECIAL PROVISIONS AND WSDOT/APWA 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND EXPANSION JOINT (TYP) STANDARD SPECIFI. THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND N 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET CONCRETE N ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. (a) (425)430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WALKWAY c4.01 0 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC X 12" FRAME AND GRATE 312" . ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO (BATHER MANUFACTURING 1212 FRAME AND GRATE OR APPROVED EQUAL) DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-555. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE 2% 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID 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 DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL ° p OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED 18" RISER BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 u7 AND C1 11 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. r COATING SHALL CONFORM To AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF D o p MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE ' 6" RISER CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. o D _ a0.0 Z POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER ° O 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C1 10/A21.10-87. CEMENT LINING SHALL BE IN RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE 0 CM 0ACC WITH 9S0HALL FITTINGS CTHOE 1WITHINCHES PRECEDENCE a ANDOHAVECE MECHANICALI JOINTS, FITTINGS N ACCORDANCE EITHER ANSI AWWA 8. ATHESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS DRAWING OF THE FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE -BUILT W WITH ANSI/AWWA C110/A21.10.87 OR COMBINATION OF ANSI/AWWA C110/A21.10.87 AND SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED ASI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A U_ JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING EACH LAYER To 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR To THE SIDE OF THE TRENCH. 12" RISER 18" JUNCTION BOX 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 MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL ITS 3 17" X 17" AREA DRAIN BY CUZ CONCRETE PRODUCTS OR EQUAL NTS DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE LANDSCAPE MAINTENANCE STRIP 1811 x 18" AREA DRAIN VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE APPROVED BY THE CITY RENTON. VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. SHALL 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, NT 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE JOINT INLET AND A MAIN VALVE OPENING M.V.o. OF 5-1 4 INCH TWO 2-1 2 INCH HOSE ( ) / / BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE I IA4NQ �T, 9RA►€"� ` U S, oP nPa�ad,, ,N TES _, .: _ - NOZZLES WITH NATIONAL STANDARD THREADS 7-1 2 THREADS PER INCH AND ONE 4 INCH / SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE - ,,. -�s�r -1"I� - -'' - �'>'`.�'u���z l I PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. COMPLETION OF CONSTRUCTION. u.; I ( .p6,�-= IN 7 l � lA 7 f l�fi�A !�Rlm11JP THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN �tR�tUWI+fTONi` SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON�� ,' - _xwRl#ou =;' - lff 4i1+1G0.kS[RFtiii:,f€r �?A?#S�kRE (LEFT) 10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH 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 f �, �'�; r J. l =I,.� I "o-cma� I, ��" ��- Aa A OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OF THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND _ _ SHALL BE FITTED WITH SUITABLE NOEPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER - l' r, - 5u�3� -- - TEST PRESSURES. COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH ol.��37ea�u�Rer��rsr _, - 1 1.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 OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE PVC RUBBER GASKETED ASTM D (PVC) VERTICAL CONCRETE CURB 6 TAPER I ' _ { siL��►,���� IAowai�nw$or SET SCREWS 180 DEGREES APART. STORZ FACE To BE METAL, NO GASKET TO WEATHER. STORZ 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CONIC PAVEMENT_= - CAP To HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT WASTEWATER UTILITY. 0 2" FINISH GRADE - - - - - ADAPTER WITH 1 /8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 16.IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES a a CO 12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT a 'a a ° `a a ° MOUNTING ON EXISTING 43-655 SAFETY YELLOW OR APPROVED EQUAL. GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTION TO MATCH PAVING. a a as 4 as a METAL POLE OR LUMIN_AIRE y G, R�!?4 43 13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRECD HYDRANTS, LATEST REVISION.' 4 A. � . o-, �, -' 15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 - J�,� INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE Q r LE' LOWERED TO CLEAR. - _ - + � `.i � pi s�cNls- +you 1 16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING - _ ti I ` � � aiffit „ PIGS PRIOR DISINFECTION. THE POLY PIGS SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS ORF �i;: �NI t z� �' P1�"'s�n.w•i1131.,�0 rn APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. j'AWIZ}1M�;Ei$tx� - i' - � ,� + slcN FACE oRIENTanaN';, i - 17."PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR II z WILL PERFORM THE CLEANING OPERATION. 18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE IN ACCORDANCE WITH THE SPECIFICATION OF THE CITY OF _ �� •°�' � Q J RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BED DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF NTS 6 NTS 1 L '' ` I �` 0 WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED SANITARY SEWER NOTES CURB TAPER �� ��� I� - �'"'� ` Is+clyede" �' 'I''� - . z IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-1 1.3 1 1 . THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. , r }..i Il II� --f ��,a.�Nceo > yV Rs a 19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM I'I ,i If :!iNrsr nrov (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH r 1 - - 1 --?. - SECTION 7-1 1.3 12 E OR 7-1 1.3 12 F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. I� 0 ' 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF - `_- - -- ` ----- - -- - m FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. = =`, IVOW ERisrcN.PgtiP�74h3- 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 BELO o DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND MquMT1Nr34N IitETA� eoT, 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, N 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 - - - - - ����I��VtQL�1V�TINC _ P, UDG1C' �'-9KSj J� 'A�.I +iFOS,T ` ` �' -- �iv`�S�IIVCL� - "- -- -- -- APPROVED - .2�116 ARE To BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. IIDEPARTMENT ' A1)I0PTF1) L G- � - - 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL �, _ BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) ENGURS IN INEERS, S,ADSHALLEOF KEEEPBAS-BUILTGALL DRAWINGS CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE COR STD PLAN 129 - SIGN NTS MOUNTING ON SINGLE METAL POST 0 26. CONTRACTOR To PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. R-398745 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS v MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, S-398708 APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. t 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) W-398708 t INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, 3 CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 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 UNDER IMPROVED AREAS. NTS WATER UTILITY NOTES 9 NTS NOT USED O NTS NOT USEJ. SURVEYED: SCALE: »_ 1 -20 VERTICAL; NAVD 1988 HORIZONTAL: NAD ,983,,99, �� } CITY OF RENTON FIRE STATION 1404 N 30TH 15 STREET DATE: 4/30/2019 c � °1 W a 1932 First Ave Call 3 Working Da s Suite 201 Seattle, WA 98101 Before You DI ! F WASt/+ `q mow° ' `� t°' ° DESIGNED: FIELDBOOK: PAGE: DROWN. SMN i p. 206.725.1211 o'C\ 30766 RENTON WA 98056 DRAWING NO: `" f. 206.973,5344 �0g, �� ?o ��cisTER� ti� ,� oNE INCH61 DATUM Planning/Building/Public Building Public Works 7/ 7/ Dept r /'�[A� 4 �/ I ' 0 I 04.04 CHECKED: AT FULL SCALE DATE APPR w engineering pIIc www•Ipdengineering.com 1-800-424-5555 N0. REVISION BY IF NOT ONE INCH SCALE ACCORDINGLY UTILITY NOTES AND DETAILS APPROVED: SHEEP: OF, C7 1 8 00 0 L0 0 0 0 cq C'7 0 0 a J 0 0 0 0 L0 Z 0 F_ a F_ w cr LL