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APPROVED - SEE ALSO REVISION 1 - PLN FIR STM ENG OVWSD Site Civil and Vault Struc PlansNE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON Approved by Fire F'i " O FND MON IN CASE � ` 0 0.5' BELOW RIM EX. 6" WM 4- - 0 2ROUND CONC W/ _ - -�- INVERTED NAIL O EX. S.S.M.H. / _ _ - 0 TOP=344.6 , 4 INV=337.89 ------------ O EX. 6" WM -ss - / 2 SEE ANCE DE� EX. STOP BAR C4.0 �% SS - - - - v vv ' FND 1" PIPE x x 6 �x/ \E] CB RIM 348.86 CB RIM 349.81 i \ EX. INGRESS, E o, N EASEMENT A.F. Q) ZI o Know what's below. Call before you dig. UTILITY CONFLICT NOTE.° CAUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCA ON, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN N THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. N 86� EX. 6" TO FH TEE EX. C. B RIM=351.24 TOP=351.25 INV=349.01-6"W � � w CB RIM 351. 4 x I T I 1 7 27033600100�00 EDMONDSWAY ILLC 9504 EDMONDS WAY `- EDMONDS, WAS 9 5 FT ILi�tNG- SETBAC ` �\ LINE-TYPIG�L LOT 2, 3 & 14 4" YELLOW PERIMET R FIRE LAW TRIPING (TO BE 0 FSET 6" FRO CURB OR EDGE OF PAVEMENT.) �� \ " MIN LETTERING W/ 2" STROKE. COE TR-567 , \ CONCRETE EXTRUDED CURB PER CITY OF EDMONDS TR-522 (TYP) L=440.30' R=410.23' A=61 °29'42" - C. BEARINGS 68°46'01 " E ^ - � CORD 419.46' _ R OVWSD \ j Ybs EASEMENT ss L=139.22' \ RR3' _ TOP=348t INV=341.14 MH 15-769 TOP=+/-348 =341.9 ss _ II Y V -JTJ. ­4 T' -JV INV=344.74-12'NW 0. F=349.54 EX. S. S. M. H. TOP=350.23 INV=343.99 L 0 T 1 6 27033600102200 TRIMARK-WESTGATE APARTMENTS LLC 22816 EDMONDS WAY EDMONDS, WA. 98020 EXISTING RETIREMENT \ ` HOUSING BUILDING GCB R14 351.58 \ \� � I �I � I x 9" 8 \ KISANENT�'RPRISES \ 141 O A 1 SHEETINDEX CI- COVER S EU 81 - Site Plan C1.I fx51rrW mr MAP .P GP.APArG PtM C2.I SWFP PLAY c2,2 C144Q1 O Aft SM3pp NOTES AW DFI& LS C3 0 RM, DRA"GE AW Mn P1.4q .I RW PRVF E C, 2 Dt E'N7*N PUN CCO FRWAIGE WR9VEMF3 -1 F r. Tjf ffiffiWOVEMENT NOTC5 AND LVAttS } r,+,GE WRNUIDOF Wyly AM fI_7AU f P aNERk 1410TE-5 A* OFAIS C7-0 ;SEWER A: WArER PtM Cz I STt14'Ef? & WATER PL4 S AND FROfuES C7,2 SEWER NO ANO AEWLS C7.3 NATER NOTES NdD BUAALS S 1-S4 D ETENTION VAULT STR UCTU RAL PLANS J,U SCALE: F' = 20' 20 10 0 20 40 COVERAGE CALCULATIONS MAX COVERAGE ALLOWED 45% PER EDC 16.30.030 TABLE A 31,167 SF x 45% = 14,025 SF PROPOSED COVERAGE = 12,396 SF UTILITY CONTACT LIST SANITARY SEWER: OLYMPIC VIEW WATER & SEWER DISTRICT 8128 228TH STREET SW EDMONDS, WA 98026 (425) 774 - 7769 WATER: OLYMPIC VIEW WATER & SEWER DISTRICT 8128 228TH STREET SW EDMONDS, WA 98026 (425) 774 - 7769 ELECTRIC: SNOHOMISH COUNTY P.U.D. 21018 HIGHWAY 99, EDMONDS 98026 (425) 670-3200 GAS: PUGET SOUND ENERGY 10885 NE 4TH ST BELLEVUE, WA 98004 (425) 452-1234 CABLE: COMCAST 12645 STONE AVE N SEATTLE (877) 824-2288 FIRE DEPARTMENT: EDMONDS FIRE DISTRICT (SOUTH COUNTY FIRE DISTRICT #1) 121-5TH AVENUE NORTH (EDMONDS CITY HALL) FIRE MARSHAL: (425) 771-0213 SCHOOL: EDMONDS SCHOOL DISTRICT 20420 68TH AVE WEST LYNNWOOD, WA 98036 (425) 431-7000 REFUSE/RECYCLE: REPUBLIC SERVICES 1600 127TH AVENUE NE BELLEVUE, WA. 98005 (206) 682-9730 NOTES. 1. A SEPARATE RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 2. THE PAINTED STOP BARS, CROSS WALKS ETC. WILL BE RESTRIPED AS REQUIRED PRIOR TO PROJECT COMPLETION. Zed -lined revisions to vault footing drain plan made witl 1pproval of engineer of record via email dated 2/4/202 BUILDING CALCULATIONS BUILDING A B C D AVERAGE GRADE MAX A 349.89 348.79 352.25 353.34 351.07 381.07 B 351.10 352.59 357.20 356.74 354.41 384.41 C 356.30 357.35 358.28 357.50 357.48 387.48 D 355.15 356.16 357.13 356.00 356.11 386.11 * HEIGHT MAXIMUM 30', PER ECDC 16.30.030.ACD. ALL AREAS OVER 25' HAVE A SLOPE OF AT LEAST 4/12. 01/14/2021 AFM 1-_-/F�tterer APPROVED BY PLANNING O Jan 22 2021 APPLIES WITH APPLICABLE CITY STROMWATER CODE LEGEND ►� EXISTING MONUMENT (AS SHOWN) �Oa SECTION 1/4 CORNER NOT FOUND SECTION CORNER NOT FOUND FOUND REBAR/CAP OR I.P. (IRON PIPE) (C) CALCULATED (P) PLAT (M) MEASURED TBR TO BE REMOVED R.O.W. RIGHT-OF-WAY P.O.B. POINT OF BEGINNING IZ CENTERLINE CLF CHAIN LINK FENCE WDF WOOD FENCE W.S. WATER SURFACE EOP EDGE OF PAVEMENT BOW BACK OF WALK Ef CB STORM DRAIN CATCH BASIN (CB) O SD STORM DRAIN MANHOLE (SDMH) O SS SANITARY SEWER MANHOLE (SSMH) 0Co SANITARY SEWER CLEAN OUT (CO) -0-P POWER POLE -C'-GP GUY POLE ❑ WM WATER METER I>< WATER VALVE WV FMB MAILBOX UTILITY POLE ANCHOR FIRE HYDRANT (2 NOZZLE) TYPE I NGPA SIGN PROPOSED WATER PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE PROPERTY LINE X X EXISTING FENCE LINE /// /// EDGE OF PAVEMENT - - - XXX EXISTING CONTOURS PROPOSED CONTOURS PRE-EXISTING DRAINAGE PATTERN UTILITIES (POWER, CABLE, TELEPHONE) ❑T TRANSFORMER BOX © POWER VAULT (MR) TO BE REMOVED FDC FIRE DEPARTMENT CONNECTION - CENTERLINE XXX PROPOSED CONTOUR PROPOSED STORM w/CB PROPOSED SEWER BOUNDARY PROPOSED CONCRETE AREA GAS GAS LINE -OH QH- OVERHEAD POWER LINE SD EXISING DRAINAGE FM FM EX. FORCE MAIN SS SS EX. SEWER W W EX. WATER 228a, Sc SW 1 0 SL l I'-_.11s1 St SW ENGINEERING DIVISION APPROVED AS NOTED �J2� 2/08/2021 REFER ALSO TO: - Approved Civil Construction Plans - Stormwater Site Plan prepared by IECO dated 5/1/21 - ROW Permit #ENG2021-0039 - OVWSD - Water & Sewer Approved Plans BUILDING SETBACKS FRONT 15' SIDE 10' BACK 15' 3 CITY COMMENTS BKR 09-03-2020 2 CITY COMMENTS BRK 11-20-2020 1 CITY COMMENTS BRK 12-08-2020 REV. NO. DESCRIPTION INITIALS DATE 0111112021 IMPERVIOUS AREAS BREAKDOWN TOTAL PGIS = 10,503 S.F. TOTAL NPGIS = 13,155 S.F. TOTAL IMPERVIOUS AREA = 23,658 S.F. EQUIPMENTAND PROCEDURE BASIS OF BEARING: THE CENTERLINE OF SR-104 AS MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BM NORTH RIM OF MONUMENT CASE AT THE PC AS SHOWN HEREON. ELEVATION : 351.66 DATUM : OLYMPIC VIEW WATER DISTRICT (M.L.L.W.) VERTICAL DATUM: NAVD 88 N.A.V.D 88-3.64'=NGVD '29 (MSL) ENGINEER/CONTACT SURVEYOR INSIGHT ENGINEERING COMPANY GREEIVE LAND SURVEYING P.O. BOX 1478 7408 164TH ST SW EVERETT, WA 98206 LYNNWOOD, WA. 98087 CONTACT. • BRIAN R. KALAB, P.E. PH: (206) 498-0979 PH: (425) 303-9363 EMAIL: GUYOGREENESURVEYING.COM FAX. (425) 303-9362 EMAIL: INFO ®I NSI GHTENGI NEERI NG. NET APPLICANT/OWNER KISAN ENIERPRIS& LLC 20607 STATE ROUTE 9 S.E. SNOHOMISH, WA. 98296 PH, (425) 402-9900 FAX: (425) 489-0222 LEGAL DESCRIPTION COMMENCING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DISTANT SOUTH 887433" WEST 800.21 FEET FROM THE SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE SOUTH 88'14 33" WEST 55.00 FEET; THENCE NORTH J`09'11" EAST 523.66 FEET TO THE SOUTHERLY MARGIN OF THE COUNTY ROAD, THENCE ALONG THE SAID SOUTHERLY MARGIN ON A CURVE TO THE RIGHT HAVING A RADIUS OF 380.28 FEET; WHOSE TANGENT AT THIS POINT BEARS NORTH 89 00 24" EAST A DISTANCE OF 140.80 FEET; THENCE SOUTH 12'4021 " WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING,• EXCEPT THAT PORTION THEREOF LYING SOUTHWESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBED 160 FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER THEREOF AND RUNNING THENCE NORTH 2127'50" WEST TO INTERSECT THE WESTERLY LINE OF THE TRACT HEREINABOVE FIRST DESCRIBED, EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHIINGTON UNDER RECORDING NUMBER 2185473. E K: INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGHTENGINEERING.NET SITE ADDRESS: 22810 EDMONDS WAY R E S U B EDMONDS, WA 98020 TAX ACCOUNT NO.'S: 27033600102300 Jan 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD 2019-0017 NE 114, SEC. 36, T. 27 N., R.03 E., W.M. KISAN ENTERPRISES DWG FILENAME I DESIGNED BY. DATE: I SCALE: JOB NO.: 201062-FINAL.DWG SPC 06-01-2020 1 "=20' 1 20-1062 SHEET SITE PLAN S1 NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON PI SW ` R=410.23' O FND MON IN CASE 0 0=61°29'42" O 0.5' BELOW RIM EX. 6" WM + - C. BEARING S 68'46'01 " E 2" ROUND CONC W/ _ - -�- _ CORD 419.46' �� O INVERTED NAIL O - _ ov - --_C A10 \ - - EX. 6" WM - ss - - ' - - ss L=139.22' \\ \ O --- �'� STOP BAR O ° ��.� I M c� � °d � d��� ss EX. S.S. M. H. � 0 9 "' 348 ° �, �, W TOP=348± '1� R /CAP ^ l SLOPE SEMEN d INV=341.14 v \ 12' 12 12' MIN S 96 _ _ _ _ - 50 EN A.F. No. 9010�50390 T' u ` \ °W \ MH 15-769 x VI// 24' - _ _ m WM \\D \ TOP =+/-348 H RIM 371 $ / - �' 23 - - \ =341.9 ' 5' WALKWAY ° 1 1 6.3' , � / _ ° F 11.9' I \ SS UNIT3 FND 1 2 A ki 1 ET CK - - ,' �j0 / IN B D A \ W/CA L 1PE- \\ D TRIAN/BIKE 4N 5 T4ENT 10' N �I PATH ` - a N 6 AS AST R1(RT - I \ \ \ EX. RB LEGEND x (1B Y 175' \ \ \ x P OPOSED 2 / _ R 3 \ \ ss \ EXISTING MONUMENT AS SHOWN 6 1 6 MAILBOX LOCATION I , �, \ + ( ) STA: 10+ 14.30, 13.66'L - 5 FT �Oa SETBACR- x NE / I ( SECTION 114 CORNER NOT FOUND EX. C. B IL dab� � TOP=351.44 \ \ 6 EX. P INV=345.14-36" \ APPROXIMATE ADDITIONAL INV=3869�6"W 350.04 EX �9 TOP I �S6 1�k / INV=344.74-12"NW \ SECTION CORNER NOT FOUND \ EASEMENT BOUNDARY \ SIGN TBR) CONCRETE EXTR ED GAS PS \ \ O.F.=349.54 \ / (AFNJ 202001090595) CURB PER CITY F t \ FOUND REBAR/CAP OR I.P. (IRON PIPE) 4 348.86 EDMONDS TR-52 (TYP) I ( `� 10 EX. S.S.M.H. \ \ _^ EX INGRESS, EG SS 6 � \ 36 � �/ \�\\ TOP=350.23 N o, N EASEMENT A.F. N 7801230217 'cS INV=343.99 \ (C) CALCULATED I T I8 \ `' \ 7 (P) PLAT o;� 35 I \ \ 11� \ (M) o MEASURED � x I x LTBR TO BE REMOVED 1 _ _ 65.00' i \� FNps SUS 12 ` R.O. W. RIGHT-OF-WAY x �. I \ ' I P.O.B. POINT OF BEGINNING N 86 0'49" W � � I , ^ � �\ PT,• 17 �0502 LD I/D � EX. 6" TO FH TEE i Ix i UNIT 1 3, \ �S Sc�B C� \ \ ICENTERLINE 6 I \ CLF CHAIN LINK FENCE x I I WDF �� / WOOD FENCE WATER SURFACE N� I x 7"I BL� D 32 14 ` 3S _ ^ ;l EOP EDGE OF PAVEMENT \ x 0 1 BOW BACK OF WALK 8 I , I x 9" UNIT 16 Illy 31 OCB STORM DRAIN CATCH BASIN (CB) 15 / 0 SD STORM DRAIN MANHOLE (SDMH) BSBL UNITg I O SS SANITARY SEWER MANHOLE (SSMH) � I UNIT 15 30 16 GR / 0c0 SANITARY SEWER CLEAN OUT (CO) li II 25 �p POWER POLE �I 7j' ' EX � i x 29 � \ (I � GUY POLE 9" \ x co GP I \ 8 17 \ / El WM WATER METER 1 \\ ��� \ 28 >< WATER VALVE � x Wv \ 27 I /)' MAILBOX 1 MB RIM 351.2� `� 1 �c \ UTILITY POLE ANCHOR TOP=351.25 ` \ UNIT 14 I O FIRE HYDRANT (2 NOZZLE) x INV=349.01-6"W ��\` \ 0 19 UNIT1p I Jo ^ \\x 20 N a �\ " BL C , O 1 � \ CB RIM 349.81 • o Know what's below. Call before you dig. UTILITY CONFLICT NOTE. CAUTION.° THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CB RIM 351. 4 x ° 21 I . � T 1 7 � `� \ � UNIT 4 11 / ,\ O 2703360010POO �. `� \ 3- 22 0 EDMONDSWAY ILLC 9504 EDMONDS WAY w EDMONDS, WAS 9 5 FT IL�(NG_ SETBAC I- ` \\ ` \ LINE-TYPIC�L LOT \ \ �\\ �\ 23 I / 2, 3 &14 �� �\ `\ \\ UNIT12 C/ A 4/ O \ \ O l 4" YELLOW PERIMET R FIRE LAE \ 24 I TRIPING (TO BE 0 FSET 6" FRO CURB OR EDGE OF PAVEMENT.) " MIN LETTERING W/ 2" STROKE. \� °\\�° �WV O COE TR-567 , a CONCRETE EXTRUDED \ \� ° \� d ° 00 25 UNIT13 L 0 T 1 6 O CUB PER CITY OF \ 27033600102200 ED ONDS TR-522 (TIP) x 26 TRIMARK-WESTGATE APARTMENTS LLC 7 10' 22816 EDMONDS WAY \ \ 15 I BSBL EDMONDS, WA. 98020 Lu \ 1L O T 0 NOTES. ' \ \ 1. A SEPARATE RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL / WORK WITHIN THE CITY RIGHT-OF-WAY. i \ \ 2. THE PAINTED STOP BARS, CROSS WALKS ETC. WILL BE RESTRIPED AS REQUIRED PRIOR TO PROJECT COMPLETION. J. ADDRESS SIGN FOR FIRE -AND CAR TO BE MOUNTED ON \ WEST WALL OF UNIT-1 FACING ACCESS EASEMENT. ' 9» \ \ 4. THE CONTRACTOR/PROPERTY OWNER TO CONTACT THE i x �- ENGINEERING DIVISION BY EMAIL AT ENGINEERINGPERMITS®EDMONDSWA.GOV 2-WEEKS IN ` ADVANCE OF THE REQUESTED SIGN FABRICATION. EXISTING RETIREMENT SHEET INDEX \ HOUSING BUILDING S1 - Site Plan N\ GCB RIB 351.58 `\\ I C 1­0 COVER SHEET C1.1 EXISTING FEATURES MAP I C2.0 GRADING PLAN C2 1 SWPP PLAN x 8 9" \ \ l 1 6 ' � \\Mwv 0 KISAN�'NTERPRIS�'S C2.2 GRADING AND SWPPP NOTES AND DETAILS C3.0 ROAD, DRAINAGE AND UTILITY PLAN C3.1 ROAD PROFILE C3.2 DETENTION PLAN C4.0 FRONTAGE IMPROVEMENTS C4.1 FRONTAGE IMPROVEMENT NOTES AND DETAILS C4.2 FRONTAGE IMPROVEMENT NOTES AND DETAILS C5.0 GENERAL NOTES AND DETAILS C6.0 POST OFFICE APPROVAL PLAN C7.0 SEWER & WATER PLAN C7.1 SEWER & WATER PLANS AND PROFILES C7.2 SEWER NOTES AND DETAILS C7.3 WATER NOTES AND DETAILS TCP1 TRAFFIC CONTROL PLAN S1-S4 DETENTION VAULT STRUCTURAL P SCALE: 1" = 20' 20 10 0 20 40 TYPE I NGPA SIGN PROPOSED WATER PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE PROPERTY LINE X X EXISTING FENCE LINE // // EDGE OF PAVEMENT - - - - - - EXISTING CONTOURS XXX PROPOSED CONTOURS PRE-EXISTING DRAINAGE PATTERN UTILITIES (POWER, CABLE, TELEPHONE) ❑T TRANSFORMER BOX © POWER VAULT �) TO BE REMOVED FDC FIRE DEPARTMENT CONNECTION - CENTERLINE XXX PROPOSED CONTOUR PROPOSED STORM w/CB PROPOSED SEWER BOUNDARY -71 PROPOSED CONCRETE AREA GAS GAS LINE -OH QH OVERHEAD POWER LINE SD EXISING DRAINAGE FM FM EX. FORCE MAIN SS SS EX. SEWER W W EX. WATER BUILDING SETBACKS FRONT 15' SIDE 10' BACK 15' SOIL TYPE' EVERETT, PITS AND ALDERWOOD SOIL GRADING QUANTITIES.• CUT. • 2,500 Cu. Yds. FILL: 250 Cu.Yds. (GRADING QUANTITIES WERE CALCULATED USING THE LAND DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT ACCOUNT FOR SOIL SWELLING AND SHRINKAGE.) UTILITIES SEWER OLYMPIC VIEW SEWER AND WATER DISTRICT WATER OLYMPIC VIEW SEWER AND WATER DISTRICT POWER SNOHOMISH COUNTY P.U.D. TELEPHONE COMCAST ELECTRICT SNOHOMISH COUNTY P.U.D. SCHOOLS EDMONDS SCHOOL DISTRICT FIRE DISTRICT EDMONDS SOUTH COUNTY FIRE DISTRICT #1 STORMWATER CITY OF EDMONDS REFUSE/RECYCLE REPUBLIC SERVICES 3 CITY COMMENTS BKR 09-03-2020 2 CITY COMMENTS BRK 11-20-2020 1 CITY COMMENTS BRK 12-08-2020 REV. NO. DESCRIPTION INITIALS DATE R. I �' of 4s ky � 3649 �{q �s ION T LANS 01/11/2021 22M s, - s 96U+ Iy '> p� a 231,1111VV 211st a a 228a, Sc SW 1 EQUIPMENTAND PROCEDURE BASIS OF BEARING: THE CENTERLINE OF SR-104 AS MONUMENTED PER PLAT OF SURVEY RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BM NORTH RIM OF MONUMENT CASE AT THE PC AS SHOWN HEREON. ELEVATION : 351.66 DATUM : OLYMPIC VIEW WATER DISTRICT (M.L.L.W.) VERTICAL DATUM: NAVD 88 N.A.V.D 88-3.64'=NGVD '29 (MSL) ENGINEER/CONTACT SURVEYOR INSIGHT ENGINEERING COMPANY GREETVE LAND SURVEYNG P.O. BOX 1478 7408 164TH ST SW EVERETT, WA 98206 LYNNWOOD, WA. 98087 CONTACT. • BRIAN R. KALAB, P.E. PH. (206) 498-0979 PH: (425) 303-9363 EMAIL: GUY®GREENESURVEYING.COM FAX. (425) 303-9362 EMAIL: INFO®INSIGHTENGINEERING. NET APPLICANT/OWNER KISAN ENTERPRISE, LLC 20607 STATE ROUTE 9 S.E. SNOHOMISH, WA. 98296 PH: (425) 402-9900 FAX- (425) 489-0222 LEGAL DESCRIPTION COMMENCING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, TOWNSHIP 27 NORTH RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DISTANT SOUTH 887433" WEST 800.21 FEET FROM THE SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG SAID SOUTH LINE SOUTH 8874 33" WEST 55.00 FEET- THENCE NORTH 3'09'11" EAST 523.66 FEET TO THE SOUTHERLY MARGIN OF THE COUNTY ROAD, THENCE ALONG THE SAID SOUTHERLY MARGIN ON A CURVE TO THE RIGHT HAVING A RADIUS OF 380.28 FEET, WHOSE TANGENT AT THIS POINT BEARS NORTH 89 00 24" EAST A DISTANCE OF 140.80 FEET, • THENCE SOUTH 12'40 21 " WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF LYING SOUTHWESTERLY OF A LINE DESCRIBED AS FOLLOWS. BEGINNING AT A POINT ON THE EASTERLY LINE OF THE TRACT HEREINABOVE DESCRIBED 160 FEET NORTHEASTERLY FROM THE SOUTHEAST CORNER THEREOF AND RUNNING THENCE NORTH 2127'50" WEST TO INTERSECT THE WESTERLY LINE OF THE TRACT HEREINABOVE FIRST DESCRIBED, EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHIINGTON UNDER RECORDING NUMBER 2185473. CITY OF EDMONDS APPROVED FOR CONSTR UCTION ENGINEERING DIVISION APPROVED AS NOTED 2/09/2021 FOR: CITY ENGINEERING DIVISION DATE INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@INSIGHTENGINEERING.NET SITE ADDRESS: 22810 EDMONDS WAY R E S U B EDMONDS, WA 98020 TAX ACCOUNT NO.'S: 27033600102300 Jan 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD 2019-0017 NE 114, SEC. 36, T. 27 N., R.03 E., W.M. KISAN ENTERPRISES DWG FILENAME I DESIGNED BY. DATE: I SCALE: JOB NO.: 201062-FINAL.DWG SPC 06-01-2020 1 "=20' 20-1062 SHEET COVER SHEET C1.0 / � 0 _—� o o O FND MON IN CASE EX. 6" WM O 0.5' BELOW RIM + 2" RDUND CONC W/ — �— O INVERTED NAIL O O EX. 6" WM SS _ D 55Pl�' ° o ° ° J (nrvvh, w/-w1UvU jv,)/ 4 348.86 1 CB RIM 349.81 • o Know what's below. Call before you dig. UTILITY CONFLICT NOTE. CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. tX. I11113, t rn N EASEMENT A.F. o� ZI N 8 � EX. 6" TO FH TEE EX. C. B RIM=351.24 TOP=351.25 INV=349.01 —6"W CB RIM 351.)4)n-TI- SETBACT 1 7 27033600100� 00 EDMONDSWAY iLLC9504 EDMONDS WAYEDMONDS, WAS 9 5 FT IL�LINE-TYPIO� 2, 3 & 14 �. \ I c \ \ W i i i \ GCB R14 351.58 NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON L=440.30' R=410.23' A=61 °29'42" — C. BEARING S 68'46'01 " E ^ CORD 419.46' _ U( ►� _ -104 t4vo, ss L=139.22' \\ A — ` ss C. BEARING \ \ J \ \ \\ \ ss .M.8 H. 348 TOP 34\ SLOPE E�S--RINV=341.145n EN'I A.F. No. 9n 1nf-,� — — — —� a MH 15-769 L 0 T 1 6 27033600102200 TRIMARK—WESTGATE APARTMENTS LLC 22816 EDMONDS WAY EDMONDS, WA. 98020 EXISTING RETIREMENT HOUSING BUILDING \ TOP=+/-348 =341.9 ss 0 SCALE: F' = 20' 20 10 0 20 40 NE 114, SEC. 36, T. 27 X. R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON 0 O FND MON IN CASE 0 O 0.5' BELOW RIM EX. 6" WM 2" ROUND CONC W/ _ — —�-- O INVERTED NAIL 0 O EX. 6" WM — SS D SC, X. STOP BAR v \ � O` v ° v ° � I (HrIV;F LULUUIU.7Ujvjj \ 1 348.86 _ EX. INGRESS, E o, N EASEMENT A.F. o cc NN 8N' EX. 6" TO FH TEE I 8 \ \ I \I � I � E� X FH X 1 ' EX. C. B RIM=351.24 TOP=351.25 INV=349.01 - 6 "W 1 ' CB RIM 351.)4 T 1 7 27033600100P0 EDMONDSWAY ILLC 9504 EDMONDS WAY , CB RIM 349.81 EDMONDS, WAS 9 \ �\ x ° \ I \ L=440.30' R=410.23' A=61 °29'42" C. BEARING S 68.46'01 " E - ------ _ CORD 419.46' — SR — `lOT SS� L=139.22�' RR=370.23' SS C. B A \ \ n i �Q5 \ / I \ X 9" \ �- I � • � I ❑ I \ I �\ CB R14 351.58 �\ i Know what's below. I `� Call before you dig. `\ UTILITY CONFLICT NOTE. - - x 9" CAUTION. 8 � THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFYWHETHER OR NOT CONFLICTS EX — — LOCATIONS OF SAID UTILITIES AS HOWN ON THESE PLANS ARE BASED UPION THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EX. S.S. M. H. TOP=348f \ \ INV=341.14 MH 15-769 TOP=+/-348 ss L 0 T 1 6 27033600102200 TRIMARK- WESTGATE APARTMENTS LLC 22816 EDMONDS WAY EDMONDS, WA. 98020 EXISTING RETIREMENT HOUSING BUILDING 1 / / / 1 1 / 1 v O SCALE: 1" = 20' 20 10 0 20 40 NE 114, SEC. 36, T. 27 X. R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON O FND MON IN CASE 0 O 0.5' BELOW RIM EX. 6" WM 2" ROUND CONC W/ _ - -�-- O INVERTED NAIL 0 O EX. 6" WM - ss - D SC, X. STOP BAR v \ 1 O` v 5' WALKWAI I (Hr1V;F LULUUIU.7Ujvj) 1 348.86 1 EX. INGRESS, E o, N EASEMENT A.F. cc O ZI N 81 EX. 6" TO FH TEE EX. C. B RIM=351.24 TOP=351.25 INV=349.01 - 6 "W CB RIM 351.)4 x I T 1 7 \ 27033600100�00 CL \\ EDMONDSWAY ILLC \ \ \ 9504 EDMONDS WAY N \ EDMONDS, WA i 9 \ \ \\ I o \ 4" YELLOW PERIMET R FIRE LA TRIPING (TO BE 0 FSET 6" FRO CURB OR EDGE OF PAVEMENT.) y " MIN LETTERING W/ 2" STROKE. COE TR-567 , \ CONCRETE EXTRUDED CUPB PER CITY OF ED ONDS TR-522 (TYP) 0 L=440.30' R=410.23' A=61 °29'42" C. BEARING S 68.46'01 " E - ------ _ CORD 419.46' - SR - `lOT SS L=139.22' R=370.23' l // SS C. B A \ \ li \ \p \ o � I \ I 9. 000, � I \ I • o I \\ \ ❑ I �\ CB R14 351.58 \ \\ I Know what's below. I `� i Call before you dig. \� `\ I UTILITY CONFLICT NOTE. x 9„ CAUTION. 8 \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL \ \ \ AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFYWHETHER -_ - - OR NOT CONFLICTS LOCATIONS OF SAID UTILITIES AS HOWN ON THESE PLANS ARE BASED UPION THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. L 0 T 1 6 27033600102200 TRIMARK-WESTGATE APARTMENTS LLC 22816 EDMONDS WAY EDMONDS, WA. 98020 EXISTING RETIREMENT HOUSING BUILDING TOP=+/-348 �9 SS SCALE: V = 20' 20 10 0 20 40 THE 13 ELEMENTS OF TESL BMP ELEMENT #1 - MARK CLEARING LIMITS: LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. ELEMENT 12 - ESTABLISH CONSTRUCTION ACCESS: A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN. ELEMENT #3 - CONTROL FLOW RATES: SILT FENCE, INLET PROTECTION, SEDIMENT POND AND MULCH ARE PROPOSED. ELEMENT #4 - INSTALL SEDIMENT CONTROLS: SILT FENCE, INLET PROTECTION, MULCH, ARE PROPOSED. ELEMENT 15 - STABILIZE SOILS: SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND SEEDS. ELEMENT #6 - PROTECT SLOPES: THERE ARE NO SLOPES TO PROTECT ON THIS SITE. ELEMENT #7- PROTECT DRAIN INLETS: INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS. ELEMENT18 - STABILIZE CHANNELS AND OUTLETS: N/A ELEMENT #9 - CONTROL POLLUTANTS: ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS AND PREVENT LEAKS OF SPILLS. ELEMENT J10 - CONTROL DEWATERING: THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION PROJECT. ELEMENT #11- MAINTAIN BMP's: ALL TEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED. ELEMENT J12 - MANAGE THE PROJECT: THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN SEDIMENT CONTROL. ELEMENT #13 - PROTECT ON -SITE STORMWATER MANAGEMENT BMP'S FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: STOCKPILE EXISTING TOPSOIL PER SOIL AMENDMENT CALCULATION PER BMP T5.13. COVER STOCKPILE WITH PLASTIC COVERING TO PREVENT EROSION. CONSTRUCT IONSEQUNCE 1. PRIOR TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL SCHEDULE AND ATTEND PRE -CONSTRUCTION CONFERENCE WITH THE CITY ENGINEERING DIVISION AT (425) 771-0220, EXT. 1326. TWO DAYS (48 HRS) NOTICE IS REQUIRED. 2. FLAG CLEARING LIMITS AND INSTALL SILT FENCE AS SHOWN. 3. INSTALL ROCK CONSTRUCTION ENTRANCE. 4. CLEAR AND GRUB ROAD AREAS, AND STOCKPILE AREAS. CONSTRUCT DETENTION VAULT WITH THE OUTFALL AND USE AS SEDIMENT POND. INSTALL TEMPORARY EROSION CONTROL BMP's SUCH AS INTERCEPTOR TRENCHES, CHECK DAMS, ETC. AND DIRECT RUNOFF TO THE SEDIMENT POND. 5. GRADE AND STABILIZE ROAD WITH GRAVEL BASE. COVER EXPOSED SOILS WITH MULCH, HOG FUEL OR HYDROSEED. 6. INSTALL EROSION CONTROL BMP'S. 7. COVER EXPOSED SOILS WITH MULCH, HOG FUEL OR HYDROSEED. 8. REMOVE PORTION OF THE EXISTING C-CURB AND TEMP STRIPING TO ALLOW FOR CONSTRUCTION VEHICLES TO ENTER THE SITE. FULL C-CURB SHALL NOT BE REMOVED UNTIL FRONTAGE IMPROVEMENT WORK IS BEING COMPLETED. 9. CONSTRUCT SEWER, WATER AND STORM UTILITIES. INSTALL GAS, POWER, TELEPHONE AND CABLE UTILITIES, AS REQUIRED. LEAVE 1-2 FEET OF SOIL WHERE ROAD IS LOCATED, TO PROTECT INFILTRATION. WATER SHALL REMAIN AT THE SITE DURING CONSTRUCTION AND SHALL BE PROTECTED BY A BACKFLOW/AVB. 10. PLACE AND POUR CURBS AND GUTTERS. 11. PAVE ROADS WITH ATB AND PLACE DETENTION SYSTEM INTO FULL OPERATION. 12. HYDROSEED REMAINING EXPOSED SOILS AND STABILIZE PROJECT. 13. REMOVE SEDIMENTATION TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 14. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMP's ARE NO LONGER NEEDED. NOTE. 1. EXISTING DRIVEWAY APPROACHES SHALL BE REMOVED ALONG THE PROPOSED FRONTAGE. 2. ALL THE EXISTING TREES ON SITE WILL BE REMOVED. J. COORDINATION SHOULD OCCUR WITH NEIGHBORING PROPERTY OWNERS IF THE TREES ON THE ADJACENT PROPERTY ARE IMPACTED BY THE SUBJECT DEVELOPMENT. 4. EXISTING TRAFFIC LOOPS SHALL REMAIN IN -TACT AND/OR BE REPLACED AS NEEDED TO MAINTAIN PROPER DETECTION OF VEHICLES APPROACHING THE INTERSECTION. SEDIMENT POND INFLOW (10 YR/24 HR) 0.21 cfs SURFACE REQ'D 438 SF POND TOP ELEV EL=350.5 POND BOTTOM ELEV EL=349.5 EMERGENCY OVERFLOW SPILLWAY ELEV= EL=347 (L=6 ) DROP INLET REAR YARD PROTECTION DRAINAGE SWALE SF SF SUBSOIL Fe-1- 1 \ STOCKPILE PS 1 AREA TO BE TOPSOILED, SEEDED, AND MULCHED BY HOUSE OWNER AT COMPLETION OF GARAGE CONSTRUCTION. TOP SOIL STOCKPILE SIDE YARD - DRAINAGE SWALE I @ CONSTRUCTION ® ® a ENTRANCE/EXIT \ S S 8 SIDEWALK a CURB INLET STREET L EXISTING CURB PROTECTION NOTES: AND GUTTER 1.) EROSION/SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 2.) MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE(S). SAMPLE EROSION/SEDIMENT CONTROL PRACTICEPLAY FOR A TYPICAL ONE' OR TWO-TAMILYD WELLING UNDER CONSTRUCTION NOT TO SCALE R IK-SILT FENCE EX. GROUND LINE 2:1 j q� - c�T CLEARING LIMIT AND SILT FENCE SHALL BE -i s PLACED ON THE PROPERTY LINE. UNLESS OTHERWISE NOTED. TYPICAL CONSTRUCTIONSETBACA DETAIL NOT TO SCALE _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4.INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 `S t . 18y" *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN STABILIZED CONSTRUCTION ENTRANCE APPROVED BY: R. ENGLISH STABILIZED CONSTRUCTIONENTRANCE NOT TO SCALE CITY OF EDMODNS STD DTL ER-901 REVISION DATE JANUARY 2018 STANDARD DETAIL ER-901 `St. JB�- NE 114, SEC. 36, T. 27 N., R.03 E. W.M. SNOHOMISH COUNTY, WASHINGTON CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL N NATIVE BACKFILL MATERIAL 8" 0 I N FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS, WIRE MESH FENCE TO SUPPORT FILTER FABRIC I I I I x--BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH 3 FILTER FABRICFENCEDETAIL 2 NTS CITY OF EDMONDS STD DTL ER-900 GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH 5 TEMPORARYSEDIMENT TRAP 2 NTS CITY OF EDMONDS STD DTL ER-901 REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 • 0 Know what's below. Call before you dig. UTILITY CONFLICT NOTE. CAUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ESC NOTES (ECDC 18.30.050) A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL. THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES; C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING, E. DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 § 1, 1995]. FND MON IN CASE 0.5' BELOW RIM 2" ROUND CONC W/ INVERTED NAIL SEE WATER SERVICE LINE WSEE FRTAGE'-NONTRANCE DETAIL SS 0. V=JA8-09�6"W '350.04 EX. 1 SIGN EX. INGRESS, I o, N EASEMENT A.F. � I � O� ZI CB RIM 349.81 - - SE N EX. 6" TO FH TEE 0 6" WM SDMH#1, STA:30+00.44-10.48� RIM•.34.5 .S� — RIM=351.24 TOP=351.25 INV=349.01 —6"W CB RIM 351.2 I . I T 1 7 27033600100�00 3 T� EDMONDSWAY ILLC C'3.0 ENCCLO 9504 EDMONDS WAY EDMONDS, WAS 9� \ 4" YELLOW PERIMET R FIRE LA STRIPING (TO BE 0 FSET 6" FRO CURB OR EDGE OF PAVEMENT.) y " MIN LETTERING IW/ 2" SIR COE TR-567 , CONCRETE EXTRUDED CUB PER CITY OF ED ONDS TR-522 (TYP) W I _I I � I o I � I � I I I i I I x 9„ El I X I I I I I I CB R14 351.58 � I \ I � I \ I \ I p I V NE 114, SEC. 36, T. 27 N., R.03 E., W.M. \ SNOHOMISH COUNTY, WASHINGTON L=440.30' \ R=410.23' \ \ 0=61'29'42" \ C. BEARING S 68.46'01 " E \ -� _ CORD 419.46' — �� \ \ ,10v A1O -A ss L=139.22' \\ 0 23' _ SS \ 9„ \. CB#4 ONE CARTRIDGE STORM FILTER EX. S.S. M. H. TOP=348±\ INV=341.14 MH 15-769 \ TOP=+/-348 =341.9 ss TOP=351.44 INV=345.14-36" INV=344.74— 12 "NW 0. F.=349.54 S SCALE: 1" = 20' 20 10 0 20 40 16' g' 8' 4X4 TREATED P05TS 4" 5LAB ON GRADE WITH 6"X6" CURB o TRASH ENCL05URE THICKENED EDGE 5'X6' CHAINLINK WITH SLATS GATE WITH DROP PIN S9 HIDGES TO BE FLUSH � WITH P STS 5'X6' CHAINLINK WITH SLATS GATE WITH - DROP PIN HOLE FOR GATE / DROP PIN HOLE FOR GATE DROP PIN TRA5H ENCLOSURE 1/4"=1'-0" 0 W 6" CEDAR FENCE TREATED OR BOAR CEDAR 2X4 4" 5LAB ON GRADE W/ METAL MESH F .� (3)#4 KE1 AK CONT. SECTION 1/2''=T-0" 22'-25' VARIES VARIES 2% 2% —� ---�—--------- --- 2" COMPACTED DEPTH HMA CLASS 1/2" PG 58H-22 6" COMPACTED DEPTH CRUSHED SURFACE BASE COURSE PER WSDOT STD SPEC 9-03.9(3) 1 ACCESS DRIVE (SECTIONA—A) C3 0 NOT TO SCALE 2 WATER SER VICE LINE DETAIL NOT TO SCALE SLOPE TO STORM FILTER LINE TYPE AREA (SQUARE FEET) 1 NON —REGULATED 0 EXEMPT REGULATED 2 REPLACED 0 3 NEW (POST 1977) + 23,658 SF 4 TOTAL REGULATED IMPERVIOUS AREA MITIGATION REQUIRED IF IN EXCESS OF 2000 SF = 23,658 SF 5 TOTAL AREA MITIGATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) — 23,658 SF 6 REGULATED AREA NOT YET MITIGATED = 23,658 SF 7 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES = 23,658 SF g AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SWM TECHNIQUES 0 SF 3 / LOT 1 6 3 TRASH ENCLOSURE DETAIL I 27033600102200 TRIMARK-WESTGATE APARTMENTS C3 0 NOT TO SCALE LLC 10' 22816 EDMONDS WAY BSB� EDMONDS, WA. 98020 10, FAR EXISTING 1 RETIREMENT HOUSING BUILDING Know what's b@IOW. Call before you dig. UTILITY CONFLICT NOTE. i \\ CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE \\ PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONSTRUCTION NOTES: 1. APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT—OF—WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. 2. ANY CURB, GUTTER OR SIDEWALK CURRENTLY DAMAGED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACE PER ENGINEERING INSPECTION. 3. A MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER AND STORM AND 5' FROM ANY CITY MAIN LINES. 5, ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND. 7. A MINIMUM OF 10' HORIZONTAL AND 1.5' VERTICAL (AT CROSSINGS) IS REQUIRED BETWEEN SEWER AND WATER LINES. 8. A MINIMUM OF 5' HORIZONTAL AND 1.0' VERTICAL (AT CROSSINGS) SEPARATION IS REQUIRED BETWEEN WATER AND STORM LINES. 9. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER A DRIVABLE SURFACE AND 1' OF COVER IS REQUIRED FOR LANDSCAPE AREAS. 10. HOMES SHALL BE SPRINKLERED. 11. THE PAINTED FOGLINE AND CENTERLINE WILL BE STRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. NE 114, SEC. 36, T. 27 N., R.03 E. W.M. SNOHOMISH COUNTY, WASHINGTON 360 350 340 335 O Ln n PVI STA: 10+20.00 N n L0 o PVI ELEV. • 350.80 N + K: 13.33 LVC: 20.00 v� 0 0 0 � o - o o EX. GRADE o = + '�� + -) @ C/L OF RO o CQ m w w PVI STA: PVI ELEV. 80.00 350.5 K: 6.61 PROPOSED GRADE LVC: 25.00 © C/L OF RD oBVCE. 350.56 2.71 % 24" ACCESS EVCS: 10 92.50 RISER / EVCE. 350 91 W/GRATED LID x LOW PT. TA: 10+70.80 LOW PT E EV. 350.55 HIGH PT. TA: ??? 24" HIGH PT ELEV. ??? 5'x10' RISEACCER GRATE -0. 0Z 7 -------------- 7 -------------- LF 12" SD ® 0.509 IE 347.17 (IN) ETENTION VAULT CB 4 ONE CARTRIDGE STORM FILTER STA:10+70.80, 0.00' RIM.350.55 IE 347.55 (12-PVC OUT, ) 81LF 12" SD ® 0.58% ;. 41LF 12" SD ® 0.59 - ----------------------------- ---------- ------------ ------ - - ------------------- IE 341.5 (OUT) 4" Footing drain 0.5%; Install on -way flow valve t1j. TYPE 2-48 0 SOLID LOCKING L D STA:10+58.62, 2.25' R RIM.350.65 CB 2 TYPE 2-48" SOLID LOCKING LID IE 341.03 (12 PVC IN, S) IE 341.03 (12 PVC OUT, W) STA:10+17.63, 3.25' A RIM:350.94 IE 340.79 (12 PVC IN E) ? oCL IE 340.79 (12'PVC OUT, N) ,"'-� 0 �Q cv N nLn �1 LOC) Ln O LLr) co N Lr) Lr) 9+75 10+00 Ai Know what's below. Call before you dig. UTILITY CONFLICT NOTE.• CAUTION. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 10+50 11 +00 ACCESSDRIVEPROFILE SCALE: 1 "=20' HORIZ, 1 "=2' VERT 11 +50 12+00 360 350 340 335 12+50 12+80.53 350 340 15101 0 n Ln n 71 LF 12" SD @ 0.52% I I I I I CB12, TYPE 2-48" SOLID LOCKING LID STA:10+ 17.63, 3.25 R RIM.350.94 IE 340.79 (12-PVC IN, E) IE 340.79 (12-PVC OUT, N) ADD 12" ONE-WAY FLOW VALVE 1 TO THE OUTLET PIP (AGRI DRAIN OR CITY APPROVED EQUAL) C3.1 o `O LO LO 350 1340 >DMH# 1, >TA:30+00.44, 10.48' L ?IM:345.50 E 340.42 (12 PVC IN, S) C-: 340.40 (36" PVC) CONTRACTOR SHALL POTHOLE & VERIFY LOCATION k ELEVA71ON PRIOR TO CONSTRUCTION AND IOTIFY ENGINEER OF ANY DISCREPANCIES.) 5511 30+77.97 30+50 30+00 CB#1 TO CB#2 PROFILE SCALE. • 1 "=20' HORIZ, 1 "=2' VERT A ; Nei DjNlain; JC O R P O R A T 1 O N PO Box 458 • 1462 340" Street • Adair, Iowa 50002 Phone: 1-800-232-4742 • Fax: 1-800-282-3353 www.agridrain.com • email: info@agridrain.com Check Valves ; ; E Effectively prevent backflow in drainage lines. • Must provide a stable base, and installation using flexible couplers is recommended. T )p • Horizontal installation in drainage systems helps keep basements from flooding. • Eliminates backup in the field tile when creeks rise. Check Valve Overall Total OD of • Clean out with threaded plug allows easy Size Length Height Stub maintenance and inspection. 3" 7.5" 5.5" 5" • Fits SCH40 PVC pipe. 4" 10.8" 7.1" 6.6" • Available in 3" and 4" Agrl UNIai K, CORPORATION Check Valves • Must provide a stable base, and installation using flexible couplers is recommended. • Constructed of rugged SDR35 PVC. • Available with or without clean out. • Clean out option with threaded plug to allows easy maintenance and inspection. • Full flow for drainage. • Valves are not pressure rated. • Valves are intended for gravity flow: Low pressure and some seepage will occur. • Available in 6" through 12". Check Valve Overall Stub Size Length Length 6" 18" 4" 8" 21" 4" 10" 21" 4" 12" 24" 4" 1 AGRI DRAIN VALVE DETAIL C31 NTS SOLE 12" pVC 0. CB#3" CONTROL STRUCUTRE RIM: 350.65 IE' 341.15 (12" PVC IN, S) (IE. 341.15 (12'PVC OUT, W 36 NIT 18 35 _ 34 INIT 17 i 33 UNIT 14 � X/\\Z� \X 350.55 47.55 12 PVC OUT, S) 19 U 20 21 SNIT 1� SCALE: 1" = 10' 0 5 10 zQ Si 3� MANHOLE RING AND COVER Q z cy CIRCULAR ADJUSTMENT SECTION (TYP.) N p •6' ECCENTRIC CONE SECTION ° 48", 54", OR 60" ° ' s PRECAST RISER SECTIONS ,p s' STEPS OR LADD 24 : 1 ;.s SLOPE RING :0 GRAVEL BACKFILL FOR PIPE ZONE BEDDING SEPARATE BASE PRECAST N g °: ° CHA EL AND SHELF REINFORCI STEEL (TYP.) X. e' ' 12" � o NOTES LO N INTEGRAL BASE PRECAST WITH RISER MANHOLE DIMENSION TABLE DIAM. MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 481, 8" 1. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. 2. FOR PIPE ALLOWANCES, SEE STANDARD PLAN B-10.20. 2 TYPE] MANHOLE DETAIL SR-104 C3.2 NOT TO SCALE STORM MH DETENTION SUMMA R Y CHA RT - DETENTION VAULT STORM VOLUME STORAGE REQUIREMENTS (CF) MAXIMUM RELEASE RATES (CFS) EVENT DEAD LIVE DESIGNED AS -BUILT RATE DESIGNED AS -BUILT /2 OF 2-YEAR 972 17,249 17,249 0.01 0.01 50-YE4R 972 17,496 17,496 0.03 0.03 NE 114, SEC. 36, T" 27 X. R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON 1�015j W W 5'x 10' g z Q GRATE 24" ACCESS j§ EL=355.76(t) ry "' RISER (TYP.) N `n _ _ EL=352.73(t) EL=353.00(t) - I� I I - - - - - - - - EL: 352.73 _ - II1IIIII > v o"o d Li I I a ' d a ° a a d ° i�h It1 I ffil EL: 351.53 = ° I o 0 d ° d° I I EL: 350.53 =� loo 0 co 108' d _ 19 _0000 - - - - - - RECTANGULAR NOTCH I - ° - - - - - - - - - -------------------------- 50 YR. EL 35003 °o - � 0o°° HEIGHT: 0.071 ' - ' _ D000---------------------------- 2 YR. EL=350.03-------- NOTCH WIDTH: 1.00' a a _ 12" INLET ° o ° o PIPE SUPJED 12"0 INLET IE=347.17 O N - .000 4" Footing drain (2 REQUIREL=347.17 a a 12" OUTLET I -° 0 0 I E: 341.50 FLOOR GRATE W"34400.55771111 2d IE=341.50 = _ _ 0 o HINGED AC 0 - - (1'x1/4" 12">a OUTLET d I�° EL=341.50 METAL BAEL=341.50 O EL=341.50 ° 0 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - d d 7 0 6 * DEAD I WIRE MESH 3 _ ° I I 5q STORAGE EL 340.3d I- ('3 2 ° EL: 340.82 IE ° 4" P06TIN6 BRAIN P = INSIDE CORNER F.R.O.P RISER N EL= 341.30 PVC (12') , a INSIDE CORNER ORIFICE #1: 0.5" ° ° ° EL=337.50 DETNTION VAULT SECTION X-X ® 341.50-12" 48" MIN T)FTNTTnNT VA TTT.T.qFCTTnNT V-V NOT TO SCALE 1 " MIN. GAP BETWEEN STRAPS 1 - 9 "x 1 "x 12 GA GALV. STRAPS TACK WELD TO VIRE MESH. ATTACH STRAINER TO CMP 'ROSS W/ #6x1" iHEET METAL SCREWS - PER STRAP 6 x 9/16" OR " x 16 GA V. WIRE MESH TACK WELD WIRE MESH TO BOTTOM PLATE JvLiu 1z GALV. BOTTOM PLATE 3 WIRE MESH BASKET C3.2 NOT TO SCALE MH FRAME AND COVER PER OX STD DTL O+U-424 2- TC} 72' {ANC RISEn (4- MIN - 1Br UkK) USING hIGKI SIi21NK GRpLiT 10 A�1 T4 PKIVIDE SLIOOM FINISH 2e MAX � INSIDE AND OUT -_ 4 2f 2 HANDHOLDS M: COE SfD Cn GU-4M ., L ECCENTRIC PnmAsr POTYPROPxLENE &%FM � _ � WAXr : CONE STEP/L15DOd2 12` OC x d. PRIECAS7 SECTIONS #' MIN 1NiICKNE55 " i - r2 TYP y . 1 " r s " 48` MIN S" COLLAR �• _ OR KOR-ra-SEu ',� MANHOLE *NBCI�OLIT t, STEPS FRAME AM CQ4E R r' ., L 1, LOCATE AIN LID OUTSIDE THE WHM PATH OF THE ,.•- ,*. COHSTIRUCr f.NYWfL TRAY EL VANE, r:.'. '}_�}ti � a SHELF 2, BASE REINFORCING SKaLL BE #4 REBAR AT 12' CC �qq. ,•I � *�s!� ` BOTH WAYS, •�;?,45�f��++ t�r4 fix: c1�l ; S. LWER W TO BE RLMEwED ON A CASE BY •� . '' b• Nlw RkSA USINGrIPwA STANDARDS, y 4, STfP AND LADDER MAY K uSED IN LIEU OF p4mm POLYPROPYLENE & FETf STEPS, SEE COE STO OR W 2" CLEARA6KE OU-423. RE SON DATE CITE' OF EDMONDS Fraaw,ar so14 TYPE I MH PUBLIC WORKS STANDARD DEPARTMENT DETAIL L D P: R. ENIGUSH U-4 1 1 DETENTION VAULT SECTION DETAIL C3.2 NOT TO SCALE ACCESS COVER CONCRETE COLLAR AND REBAR TO MEET HS20 IF APPLICABLE BY ---------- CONTRACTOR q �( \ q °I tWI�L& .f 6��� I•.. - I ; add Z g'� j:, 7-� -------------- -- -r VANED INLET GRATE ` (SOLID COVER OPTIONAL) 2,-4„ 2,4„ INSIDE RIM INSIDE RIM 1.4. 4,-83/4, COLLAR OUTSIDE RIM PLAN VIEW q'-43/4" OPTIONAL SLOPED LID 2'-0" 2'-4" B STORMFILTER CARTRIDGE FILTRATION BAYINLET m PERMANENT POOL ELEVATION INLET STUB (OPTIONAL) CARTRIDGE SUPPORT FLOW KIT CLEANOUT CATCHBASIN FOOT B ACCESS PLUG (TYP. OF 4) ON WEIR WALL M1e Stwmw Mgge I Is h StormR ter' w Ail, Know what's below. Call before you dig. UTILITYCONFLICTNOTE.- NOT TO SCALE * THE PROPOSED DEAD STORAGE WILL PROVIDE AN AVERAGE DEPTH OF GREATHER THAN 0.5 FEET. 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 1.67* gpm/ s 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf CARTRIDGE FLOW RATE (gpm) 22.5 18.79 11.25 15 12.53 7.5 15 12.53 7.5 PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 INLET PERMANENT POOL LEVEL (A) V-0" 1'-0" T-0" OVERALL STRUCTURE HEIGHT (B) 4'-9" T-9" 4'-9" * 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB'a' (PSORB) MEDIA ONLY GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY 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 OF THE STEEL SFCB. 6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 7. STEEL STRUCTURE TO BE MANUFACTURED OF 114 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 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. 9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. FLOATABLES BAFFLE PERMANENT LIFTING EYE POOL ELEVATION (TYP. OF 4) FINISHED GRADE - 1 III III III III FILTRATION BAY INLET WEIR WALL = 5" 5 FLOW INLET STUB OUTLET STUB (OPTIONAL) OUTLET PIPE FROM FLOWKIT 2'4" V CATCHBASIN FOOT INSIDE (TYP. OF 4) 2'-OY2" 4 STORMFILTER STANDARD DETAIL C3.2 N.T.S. CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1-CARTRIDGE CATCHBASIN STORMFILTER DATA STRUCTURE ID CBf�4 0.03 0.21 WATER QUALITY FLOW RATE cfs PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW rs 160 YR CARTRIDGE HEIGHT 27", 18", 18" DEEP 27" CARTRIDGE FLOW RATE m 1 MEDIA TYPE PERLITE, ZPG, PSORB ZPG RIM ELEVATION 350.55 PIPE DATA: I.E. DIAMETER INLET STUB xxxx ' I xv OUTLET STUB 347.55 1 12" CONFIGURATION OUTLET OUTLET �OUTTLLET INLET cj I( )I I( )I pINLET INLET INLET SLOPED LID O SOLID COVER YE NOTES/SPECIAL REQUIREMENTS: ENGINEERING DIVISION APPROVED AS NOTED 2/09/2021 / / / i I I NE 114, SEC. 36, T. 27 N., R.03 E., W.M. W SNOHOMISH COUNTY, WASHINGTON I CROSS WALKS AND CURB RAMP SHALL / LINE UP TO MEET EACH OTHER (TYP.)- CROSS WALK SHALL BE REPAINTED AS NEEDED. l EXISTING SIGNAL ARM SHALL \ BE ADJUSTED PER THE NEW �7 \LANE LINE LOCATION v , 0 \\CE - - - - - - - - - \� _ O EX. DRIVEWAY ENTRANCE PAVEMENT FND MON IN CASE O RESTORATI O 0.5' BELOW RIM EX. 6" WM- (�+ 2" ROUND CONC W/ O INVERTED NAIL SDMH#1, \ O STA:30+00.44-10.48 EX. S. S. M. H. _ _ _ _ _ - - - - _ _ RIM:345.50 TOP=344.6 / - ' - - _ _ IE 340.42 (12"PVC IN, S) INV=337.89 SEE ENTRANCE DETAIL --------- C4.O D ss41 X. STOP BAR _. v v 6" THICK DRIVEWAY C-CURB" DUAL FACED C4.1 sYOUNTABLE CURB J ss ' 5' WALKWAY-1 1 FRONTAGE ENTRANCE DETAL C4. 0 SCALE. • 1 "=10' • 1 Know what's below. Call before you dig. UTILITY CONFLICT NOTE. CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. L=440.30' \\\ SCALE: F' = 20' R=410.23' \ L=61 '29'42" \ C. BEARING S 68°46'01 " E \ � _ CORD 419.46' _ j� \ \ 20 10 0 20 40 - �/l��lo A PROVIDE ROOT BARRIER IN 3.5' \ ONCRETE PUBLIC V-CONCRETE �'[ BETWEEN SIDEWALK AND \ \ 3 SIDEWALK CURB AND GUTTER TREES PER TR-550 CITY OF PEDESTRIAN PER CITY OF \ TR-531 4' PLANTER EASEMENT EDMONDS TR-520 EXISTING DRIVEWAY STRIP APPROACHES SHALL B REMOVED AND S L=139.2 ' REPLACED WITH CURB T% R=370. GUTTER, PLANTER AND \ �� SIDEWALK (TYP.) MATCH NE4 CONCRETE SIDEWALK SS \ INTO EXISTING ASPHALT WALK AT EAST & WEST ENDS OF a o FRONTAGE IMPROVEMENT. TRANSITION FROM 6" HIGH CURB TO ZERO HEIGHT CURB WHERE IT MEETS THE EXISTING ss / U, `s C'R#4 I 1� 2 CURB RAMP (WEST) SCALE: 1 "=5' 3.5' PUBLIC PEDESTRIAN EASEMENT TO BE GRANTED TO THE CITY. 7' NEW SIDEWALK -2Z REFER TO COE STD DTL TR-531 FOR CONCRETE SIDEWALK 40' EX. 0.5' 4' CURB 4TER 2' SAWCUT FOR CURB & GUTTER REPLACEMENT TOP=348f INV=341.14 MH 15-769 TOP=+/-348 �9 ss INV=345.14-36" INV=344.74- 12 "NW 0. F.=349.54 EX. S. S. M. H. TOP=350.23 INV=343.99 PRE -CONSTRUCTION MEETING REQUIRED WITH CITY ENGINEERING INSPECTOR PRIOR TO CONSTRUCTION OF FRONTAGE IMPROVEMENTS AND/OR CURB RAMPS 30' EX. PAVEMENT CL R/W EX. 30' J 3 S REFER TO COE STD DTL R-104 (EDMONDS WAY) TR-520 FOR CONCRETE C4.O NOT TO SCALE DESIGN SPEED = 35 MPH CURB AND GUTTER PUBLIC STREET (STD. TR-505) ATnTL'. THE PAINTED FOGLINE, CROSSWALK AND CENTERLINE WILL BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. �< (z) coLO 00 W QD 350 340 335 LO n I I W EX. GRADE 0 0 0 0 �t PROPOSED ,60' I I GRADE IeT W � m �> II 9�g W Q LLJ � W \ �6 69 o� 1.1.o N 350 340 335 40+00 40+50 40+73.88 WALKWAYPROFILE SCALE: 1 "=20' HORIZ, 1 "=2' VERT 4 CURB RAMP (EAST) C4,0 SCALE: 1 "=5' R/W NOTES: 1. EXISTING DRIVEWAY APPROACHES SHALL BE REMOVED ALONG THE PROPOSED FRONTAGE. 2. EXISTING SIDEWALK FRONTAGE SHALL BE MAINTAINED AS LONG AS POSSIBLE DURING THE COURSE OF CONSTRUCTION. 3. UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN TRAVEL LANE THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. 4. ALL EXITING SIGNAGE AND STRIPING THAT CONFLICTS WITH PROPOSED CONDITIONS SHALL BE REMOVED. 5. A SEPARATE RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 6. THE PAINTED STOP BARS, CROSS WALKS ETC. WILL BE RESTRIPED AS REQUIRED PRIOR TO PROJECT COMPLETION. 7. ADDRESS SIGN FOR FIRE -AID TO BE MOUNTED ON WEST WALL OF UNIT-1 FACING ACCESS EASEMENT. THE LOCATION OF THE SIGN SHALL BE COORDINATED WITH EDMONDS FIRE DISTRICT. 8. OPERTY OWNER TO CONT EERING DIVISION BY EMAIL nM_ ONE GOV ANCE OF THE REQUESTED SIGN FABRTCATlt11bL 9. CONTRACTOR TO VERIFY EXISTING SIGNAL VEHICLE HEADS ARE PROPERLY LOCATED ALONG SIGNAL MAST ARM. CONSTRUCTION NOTES: 1. APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THAT IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. 2. ANY CURB, GUTTER OR SIDEWALK CURRENTLY DAMAGED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACE PER ENGINEERING INSPECTION. J. THE PAINTED FOGLINE AND CENTERLINE WILL BE STRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON 4' (TYP) 12" THERMOPLASTIC STOP BAR (TYPICAL AT CONTROL INTERSECTIONS ONLY) 3 0 _j 3:: 0 U LJi U U ~ a STRIPES SHALL START AND BE CENTERED ON THE ROAD CENTERLINE STRIPES SHALL ALSO BE CENTERED ON LANE DELINEATORS OF MULTILANE ROADS (SEE NOTE 1) 1' CLEAR SPACE BETWEEN STRIPE AND CURB (TYP) 1' x 8' THERMOPLASTIC STRIPES (TYP) 1' CLEAR SPACE BETWEEN STRIPES (TYP) NOTES: 1. DIMENSION MAY VARY DEPENDING ON ROAD WIDTH (COORDINATE ACTUAL SPACING WITH ENGINEER) 2. MATERIAL SHALL BE HEAT FUSED LOW PROFILE PREFORM THERMOPLASTIC (90 MILS). CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CROSSWALK DETAIL APPROVED BY: R. ENGLISH 1 CROSSWALK DETAIL C4 1 NTS CITY OF EDMONDS STD DTL TR-562 REVISION DATE JUNE 2019 STANDARD D ETAI L TR-562 9802 12" MIN R=1.0" (TYP) NOTES: * THE ADDRESS NUMBERS SHOULD BE 3" HIGH REFLECTIVE WHITE VINYL SET ON A ENGINEERING GREEN VINYL BACKGROUND. * ADDRESS SIGN REQUIRED WHEN ADDRESS CAN NOT BE SEEN FROM THE STREET AND PLACED ON 4"x4" TREATED WOOD POST. (SIGN TO BE PRODUCED BY CITY) * HEIGHT TO BOTTOM OF SIGN SHALL BE 30". KET (ZUMAR 850 LONG SERIES OR EQUAL) (ZUMAR 850 LONG LUUN SERIES OR EQUAL) 200-- GS t__ FSW B D (TYP) -T E (TYP) A* C (TYP) r � SIGN TYPE A B C D E F G POST MOUNTED 25 & 30 MPH 30" MIN 6" .5" 1.5" 1.5" MIN 4" C 6" C MOUNTED 35 MPH VAR 9" .5" 2.5" 4" MIN 4.5" C 6" C MOUNTED STATE ROUTE VAR 9" .5" 2.5" 5.3" MIN 1 6" C 8" C OVERHEAD(SIGNAL MAST ARMS) VAR 1 16" 1 .5" 3.5" 6" MIN 1 9" C I12" C NOTES: 1. MATERIAL - .080 FLAT ALUMINUM ROUNDED CORNERS WITH HIGH INTENSITY/PRISMATIC DIAMOND GRADE SHEETING. 2. COLOR - GREEN BACKGROUND WITH WHITE LETTERS, NUMBERS AND BORDER ON BOTH SIDES OF THE SIGN. 3. TEXT SHALL BE FHWA D SERIES FONT AND LAID OUT AS PER THE STANDARD HIGHWAY SIGNS AND MARKING (SHSM) BOOK. 3. ALL LETTERING SHALL BE COMPOSED OF UPPER AND LOWER CASE LETTERS. 4. ALL MOUNTED SIGNS FACING TRAFFIC ON 35 MPH STREETS SHALL HAVE THE NAME OF THE STREET IN 6" LETTERING. 5. ALL MOUNTED SIGNS FACING TRAFFIC ON STATE ROUTE SHALL HAVE THE NAME OF THE STREET IN 6" LETTERING INCLUDING, TYPE ABBREVIATED AS (ST, AVE, DR, PL, WAY, CIR, ETC) AND GEOGRAPHIC DELINEATORS (W AND SW). 6. ALL OVERHEAD MOUNTED (TRAFFIC SIGNAL MAST ARMS) SIGNS SHALL HAVE THE NAME OF THE STREET IN 12" LETTERING. * VARIABLE LENGTHS REQUIRED FOR NAMED STREETS. `St. 18y- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT rENATE STREET NAME SIGN AND018 FIRE -AID ADDRESS AND POST MOUNTING DETAIL RD LAPPROVED BY: R. ENGLISH 0 STREET NAME, FIRE -AID AND POST MOUNTING DETAIL NOT TO SCALE CITY OF EDMONDS STD DTL TR-570 Detector Spacing Diagram 40 16' STOP BAR SENSYS NETWORKS FLEXMAG SENSORS (TYP) 4 DETECTOR SPACING DIAGRAM C4.1 NTS ------------------------- ------------------------------------ �_1-1 /2" CLR 1-1/2- CLR I_ R=2" 2'-6" MIN - 5'-0" MAX R=2.. L 4-1/2" DUAL SLOPED BLOCK EPDXY -3" (TYP) (TYP) 10" PRECAST HOLES 1"4 (TYP) R=6" 04 --I I _1-1/2" CLR 6-1/2" CLR ----I 2'-6" MIN - 5'-0" MAX L R=2" 4-1 /2" T _6" NOSING BLOCK #3 BAR (TYP) 1-1/2" rr 1 t 1 /4" 2" t 1 /4" I EXISTING ROADWAY 12" SECTION #4 BAR (TYP) SECTION FILL HOLES WITH EPDXY AFTER PINNING NOTES: 1. 5' LONG STANDARD SECTIONS SHALL BE USED EXCLUSIVELY, EXCEPT TO ADJUST FOR FINAL LENGTH. 2. NOSING SHALL HAVE HOLES PRECAST AS SHOWN. 3. PRECAST TRAFFIC CURB SHALL BE INSTALLED WITH AN EAS-60 TWO PART EPDXY. EPDXY APPLICATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. Li•�1i3���a1�� 7��I•Ta��lll�l�l�:i�71�]y1:ll�[���1:1yTa�ilil�71��:7X�l��i� 71�y[�Zd11:7 5. APPLY SUFFICIENT EPDXY TO ENSURE SQUEEZE -OUT OF 50% PER EACH SIDE OF EACH CURB SECTION. 6. DUAL FACED CURB MAY BE CONSTRUCTED BY USING (2) PRECAST MOUNTABLE CURBS (LONGITUDINAL HALVES). cst. 18y�' CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE PRECAST CONCRETE [JANUARY 2018 DUAL FACED SLOPED MOUNTABLE CURB STANDARD DETAIL APPROVED BY: R. ENGLISH T R— 524 PRECAST CONCRETE DUAL FACED SLOPED CURB DETAIL NOT TO SCALE Ai Know what's below. Call before you dig. UTILITY CONFLICT NOTE. CITY OF EDMONDS STD DTL TR-524 CAUTION. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON 6'-2" 6'-2" SAME 10' I 30' I 10~-1 ///DIMENSIONS AS DETAIL A ARROW CENTERLINE AND LANE LINE YELLOW - o} CENTERLINE R- N N 00 00 o SAME in ;n f DIMENSIONS Z I 10' I 30' I 10' I~-� AS DETAIL A R=2'-4" R=2'-4" ARROW - } L DETAIL A DETAIL A DETAIL C YELLOW LEFT RIGHT TWO WAY LEFT TURN 7'-5" 7'-5'• z 1 0 3'-4" 3'-4" NO —PASS LINE AND TWO—WAY LEFT —TURN CENTERLINE YELLOW 4D � SSG•. � SEE NOTE 5 3'-4" EDGE OF PAVED SEE NOTE 5 WALKWAY PR=2'-4" FOG LINE WHITE - SEE NOTE 1I I ///////_ROOT BARRIER IN IN I I j� j�� � � � SEE NOTE 4 R=2'-4 YELLOW - NOTES: DOUBLE 2' 12' CENTERLINE 1. ALL ROOT PRUNING SHALL BE PERFORMED PER THE STANDARDS OF ANSI A300. 2. ALL ROOTS OVER 1 " IN DIAMETER THAT HAVE BEEN EXPOSED AND DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL DOUBLE CENTERLINE AND DOUBLE LANE LINE BE REMOVED. MAKE A CLEAN, STRAIGHT CUT TO REMOVE ENTIRE DAMAGED PORTION OF ROOT. 3. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND DAMAGE. DETAIL D DETAIL E DETAIL F STRAIGHT STRAIGHT/LEFT STRAIGHT/RIGHT NOTES: 4. ROOT BARRIER SHALL BE A MINIMUM OF 18" DEEP AND SHALL BE MADE OF BIO-BARRIER TRIFLURALIN, AS ROOT CONTROL CHEMICAL OR APPROVED EQUAL. SET 1/2" BELOW FINISHED GRADE. CENTER ROOT BARRIER ON TRUNK OF NOTE: 1. FOG LINE SHALL BE WHITE ON THE RIGHT EDGE OF TRAVEL LANE. TREE. 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO SECTION 8-22 PAVEMENT MARKING OF WSDOT/APWA STANDARD 5. DISTANCE BETWEEN TREE AND ROOT BARRIER TO BE DETERMINED BY ARBORIST. MINIMUM DISTANCE IS 3 TIMES THE 1. MATERIAL SHALL BE HEAT FUSED LOW PROFILE PREFORMED THERMOPLASTIC, UNLESS OTHERWISE APPROVED BY THE SPECS. STRIPES SHALL BE CONSTRUCTED WITH HIGH REFLECTIVE DOUBLE COAT WATER BORNE PAINT UNLESS TRUNK CALIPER. GAP BETWEEN ROOTS AND ROOT BARRIER ALSO TO BE DETERMINED BY ARBORIST. CITY ENGINEER. OTHERWISE NOTED. PAVEMENT ARROW REVISION DATE OCTOBER 2018 ROADWAY PAVEMENT REVISION DATE JANUARY 2018 ROOT BARRIER FOR REVISION DATE JANUARY 2018 CITY OF EDMONDS MARKINGS CITY OF EDMONDS MARKINGS ON LOCAL CITY OF EDMONDS CONCRETE/PAVED PUBLIC WORKS STANDARD PUBLIC WORKS L STREETS STANDARD �� PUBLIC WORKS WALKWAY STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL FSt. 189() APPROVED BY: R. ENGLISH TR-566 APPROVED BY: R. ENGLISH TR-560 FSt 1gg� APPROVED BY: R. ENGLISH TR-550 1 PAVEMENT ARR O W MARKINGS DETAIL 2 PAVEMENT MARKINGS DETAIL 3 ROOT BARRIER FOR CONCRETE/PAVED WALKWAY C4.2 NOT TO SCALE CITY OF EDMODNS STD DTL TR-566 C4.2 NTS CITY OF EDMONDS STD DTL TR-560 C4.2 NTS CITY OF EDMONDS STD DTL TR-550 S/T/0 eI.y/or FRS" qsq� R/qC 0 0 ` 9 N OF OR/�Ey- pROVE� BRIVc TE 39 q T � \qk ° pR0 � SINE �,Y7 EXPANSION EXPAJOINT DRIVEWAY APPROACH JOINT NSION �Y, STANDARD TO BE USED FOR 2�2' RE CONCRETE APPROACH. REFER CSEE URB DRIVEWAY 3 Mq� /pFN",/ JP��� TO PLANS FOR CURB RAMP TRANSITIONAL 0 Mgk�2-C,/ 41/vCONSTRUCTION AT EACH END DETAIL BELOW 6COMMERCE) cl)yq M OF APPROACH. / Q DRIVEWAY APPROACH 14) CONCRETE CURB AND GUTTER, SEE / O \ COE STD DTL 6' (TYP) TR-520 \ EXISTING PAVEMENT FULL DEPTH MAX 15' 1/2" EXPANSION 2' MIN JOINT SAWCUT 8.39, I O 7 2% MAX MA 6" CURB SCOPE 7 �—(3 2 } SECTION A —A DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTES: OCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. O2 DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. O3 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O4 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. O5 CONCRETE SHALL BE CLASS 3000. O6 CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB THE TRANSITION LENGTH SHALL BE 15-FEET. o O7 MAINTAIN 1/2" LIP AT GUTTER. O8 IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O9 Know what's below. INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. Call before you dig. 10 FINISH SHALL BE LIGHT BROOM. UTILITY C01WICT NOTE. _ REVISION DATE CAUTION. CITY OF EDMONDS DRIVEWAY APPROACH JANUARY 2018 TYPE I THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, �� PUBLIC WORKS STANDARD DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL DEPARTMENT DETAIL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING Est 18 ° APPROVED BY: R. ENGLISH T R — 5 41 UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND 4 DRIVEWAY APPROACH TYPE-1 DETAIL ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL C4.2 NOT TO SCALE CITY OF EDMODNS STD DTL TR-541 PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2014) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 28. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 29. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 30. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 31. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 32. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 33. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM . PIPE SPECIFICATIONS PLACEMENT REQUIREMENTS FOR CULVERTS AND STORM SEWER INSTALLATION SHALL BE AS INDICATED IN THE WSDOT/APWA SPECIFICATIONS SECTIONS 7-02 AND 7.04, RESPECTIVELY, AND AASHTO SPECIFICATIONS. PIPE MATERIALS SHALL COMPLY WITH SECTION 9-05 OF THE WSDOT/APWA SPECIFICATIONS WITH THE FOLLOWING CLARIFICATIONS: 1. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE, MEETING THE REQUIREMENTS OF AASHTO M 252 IN 8 INCH SIZE AND AASHTO M 294S IN SIZES 12" THROUGH 36 , IS AN ACCEPTABLE ALTERNATIVE FOR SCHEDULE A CULVERT PIPE, AS SHOWN ON WSDOT/APWA STANDARD PLAN B-17 AND FOR STORM SEWERS IN ACCORDANCE WITH THESE STANDARDS. THE ENDS OF THE PIPE SHALL BE BEVELED TO MATCH THE SLOPE. CORRUGATED POLYETHYLENE PIPE SHALL NOT BE USED WHEN BEVELED SLOPES ARE FLATTER THAN 4:1. FOR ANY PIPE LENGTH SECTION THAT IS TO BE BEVELED ON THE END, THE MINIMUM LENGTH OF THE UNBEVELED PORTION OF THE PIPE SHALL BE 6 FEET. THE PIPE SHALL BE INSTALLED IN A DESIGN A TRENCH AS SHOWN ON STANDARD DRAWING 9-210. FOR BURIAL DEPTHS EXCEEDING 15 FEET THE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND THESE STANDARDS. 2. IN PRIVATE DEVELOPMENTS, THE USE OF NON -SMOOTH INTERIOR CORRUGATED POLYETHYLENE (AASHTO M-294, TYPE "C') IS ALLOWED, EXCEPT WHERE THESE INSTALLATIONS ARE OR CAN REASONABLY BE EXPECTED TO BECOME PART OF THE COUNTY MAINTAINED DRAINAGE SYSTEM. 3. GALVANIZED CORRUGATED STEEL PIPE SHALL HAVE ASPHALT COATING TREATMENT 1 AS SPECIFIED IN WSDOT/APWA SPECIFICATION SECTION 9-05.4(3). ALUMINIZED STEEL PIPE MAY BE USED WITHOUT TREATMENT 1. 4. PWRIB SEAMLESS GRAVITY SEWER PIPE AND FITTINGS CONFORMING TO ASTM F794 AND UNI-8-9 FOR 8"-15" DIAMETER, ULTRA -RIB PVC STORM SEWER PIPE CONFORMING TO ASTM F794 & UNI-8-9 FOR 8"-24" DIAMETER, AND ULTRA-CORR PVC SEWER AND DRAIN PIPE CONFORMING TO ASTM F949 AND ASTM F794. MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "SD": - PLAIN CONCRETE. - DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). - REINFORCED CONCRETE PIPE. - CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (CPEP) - SMOOTH INTERIOR (SEE NOTE 1). - POLYVINYL CHLORIDE (PVC) SEWER PIPE. - HIGH DENSITY POLYETHYLENE PIPE (HDPP). - PVC SMOOTH INTERIOR WITH CORRUGATED RIB EXTERIOR (SEE NOTE 4). MATERIALS ALLOWED FOR STORM PIPE SYSTEMS LABELED AS "RCP"- - REINFORCED CONCRETE PIPE. - DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52). NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON W cl rq SEE COL SfD G-DL•-410 BEDNING MA7ERLAL (1=1/*' MINLIIS CRUSHED PER OGEE MOD 9-03.1 B 2 (SEE ND#E 2 EIELOW) FOUND00N (f REOUIRED) = N= 4 1. MU(IMLJM WIDTH OF TRENCH AT 10F OF PIPE 16' OR LESS FOR W MD SVALER METER PIPE f 24' FOR 8" DIAMETER PIPE + 3s' FOR 12" DUWETER PIPE f O.C. PLUS 18" FOR PIPE LARGER TH M 12" NIOMM AL 0AMETER 2. REFER TO -CITY OF EDMONDS MODIFICAT104S TO Cgosm 4 OF wsi)OT STANDARD SfECIFICATICIN5 FOR MATERIAL GROATM AND ADDMONAL INFORMATION. 3. TRENCH WKFILL SHALL MEET A MINIMUM C06INCInON OF 95X DENSIT'v PER ASTV D 1557. 4. IF UNSTABLE WATERAL IS ENOOUNTERED BELOW PIPE FOW. CONTRACTOR SMALL REMOVE +ENO REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS r�P,O" mi TYPICAL TRENCH SECTION PUBLIC WORKS 'L� 1-AN DAI J ) DEPARTMENT DFTAI I .+PPROV, P -RY: R. INOL&H GU - 400 2' MIN SAWCUT 5-1/2' SEE NOTE 10 R=1/2" � ,� R=1" HMA 4" OR MATCH EXISTING, WHICHEVER IS 1" BATTER GREATER R=1" SEE NOTE 12 iV 0.0�/FT CID MINUS CSC 18" STANDARD 6"-5/8" SEE NOTE 11 I MINUS CSTC r STANDARD TYPE "A" CURBZGUTTER (NOT TO SCALE) NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. `St. JBI - CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE CONCRETE CURB JANUARY 2018 AND GUTTER STANDARD DETAIL APPROVED BY: R. ENGLISH TR-520 CONCRETE CURB AND GUTTER DETAIL NOT TO SCALE (CITY OF EDMONDS STD DTL TR-520) z z Y d' a 4" PERIMETER STRIPING o (TO BE 6" OFFSET FROM z CURB OR EDGE OF PAVEMENT I Lil 2" MIN g 11 1 � f NO PARKING Z Y ANY TIME 00 m ¢ a FIRE va �i LANE N o rn LO 12" MIN W o A 2" STROKE m > o m z PAINTED ^� STRIPING O z o v D z o + THE USE OF SIGNS REQUIRES 20' MIN I FIRE MARSHAL APPROVAL OO T NOTES: 1O FIRE LANE MUST MEET ALL MINIMUM CITY OF EDMONDS DRIVEWAY/ACCESS STANDARDS AND SOUTH SNOHOMISH COUNTY REGIONAL FIRE AUTHORITY'S (SSCRFA) FIRE LANE STANDARD. O2 FIRE LANE SHALL MAINTAIN AN UNOBSTRUCTED MINIMUM WIDTH OF 20' UNLESS APPROVED BY THE FIRE MARSHAL. O3 FIRE LANE TO BE ASPHALT OR APPROVED EQUIVALENT. O FIRE LANE SHALL MAINTAIN AN UNOBSTRUCTED MINIMUM VERTICAL CLEARANCE OF 13.5'. O FIRE LANE SHALL NOT HAVE A GRADE EXCEEDING 12% UNLESS APPROVED BY SSCRFA. O PAINTED STRIPING SHALL BE YELLOW IN COLOR. O7 REFER ALSO TO CITY OF EDMONDS AND SSCRFA FIRE LANE STANDARD FOR CIRCULATION AND TURN-AROUNDS. REVISION DATE CITY OF EDMONDS FIRE LANE SPECIFICATIONS JANUARY 2018 (MULTI -FAMILY AND T PUBLIC WORKS COMMERCIAL) STANDARD DEPARTMENT DETAIL Est 189� APPROVED BY: R. ENGLISH TR-567 2 FIRE LANE STRIPING CS. O NOT TO SCALE L 1/2" MINJr CONSTRUCT OUT OF HMA PAVEMENT CONCRETE CURB SHALL BE NO LESS THAN 3" IN HEIGHT loll 2-1/2" 5„ R=1-1/2" F -7 R=1" 1 °"J PLACE SCORE MARKS EVERY 10' 1:1 DRIVEWAY WING OR CURB RAMP SLOPE I 10' ; PLAN VIEW (NOT TO SCALE) 5' MIN FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL SEE COE STD 2% MAX DTL TR-520 - d 4 1/2" R d Q d. d d 1/2" R J a. d 4 4 pa-Z) a � IQ o a o "-2" MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE 9 NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE J" RADIUS 1 MPS, 2• � �� REVISION DATE CITY OF EDMONDS JUNE 2019 CONCRETE SIDEWALK 7 PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 18 ° APPROVED BY: R. ENGLISH T R - 5 31 3 CONCRETE SIDEWALK DETAIL U-0 NTS (CITY OF EDMONDS STD DTL TR-531) FlNAL JOINT SHALL BE A HEAT SAW CUT STRAIGHT LINE. ALL EXPCrSED VERTICAL HMA CL+55 1/2` EDGES SHALL BE TACKED NEATLY PER PG 5BFI-22 WSDDT STANC RD SPECIFICABONS (SEE N07£5 4 & S) 1' I 5-04.3(5)A APPROVED TACK OR APPR041ID EQLAL AND SEALED PER INSOOT STD 1' 5-04.3(5)C_ SLDPE EXCAVATION TO AMD UNDERMINING EYISTING PSN147.1I}Ti_ NOTES: 1. 5" CITY OF EOUGNOS MODIFICATIONS TO pM510N 9 OF THE CURRENT WSDOT STIHpARD SPECCCATIONS FOR BACI(FIWJ IG R1:OUIREMENTS. 7. SUBMIT PROCTOR ANp DFNSITY TESTS FROM CERTIFIED TESTING COMPANIES ODCU6111 ITING THAT THIE La KFILL MCFM A MINIMUM OF 95S DENSITY PER ASTM D 1557_ 3 000 DEPTH SHALL LSE A MINiVUM OF 6", ANU SHALL BE INSTALLED IN MULTIPLE EOUAL THICKNESS UFTS NOT EXCEEOINIG 6'. a. RMDIMAY HMA DEPTFL SHALL 9E A MINIMUM OF 4' FOR RESIOENTOL ROADS AND E' FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA CIEEPTH SHALL 81 A WNIWUM OF 2' 7HICk. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATF THAN 2' SFMU.L MATCH CKISTINO. E, UNLESS APPROVED BY THE ENAINEIR, THE HMA SHALL BE INSTALLED IN 4ULTIPLf ECUAL THICKNESS LIFTS NOT EXCEEDING 2'. 7. FINAL P*gUrNT ,JOINTS SHALL BE NEATLY SAW CUT AND UNIFORmy SEALED WITH wSDOT STANDARD SFECIFICATTONS 6-04 3(5)C APPRMiD JOINT SEALAN7 OR APPROYED EQUAL. EXTEND PAVEMENT 1.3' FROM THE FACE OF CURB IF NECESSARY TO SUPPORT EXTRUDED CURB CITY OF EDMONDS PUBLIC 1NORKS DEPARTMI NT U O n T NOTES: �- PLACE 6" COMPACTED 5/8" CSTC BELOW HMA EXTENSION 1. NOT TO BE USED IN RIGHT-OF-WAY EXCEPT TO REPAIR EXISTING EXTRUDED CURB, AS APPROVED BY CITY ENGINEER. 2. BONDING AGENT IS THE ONLY ATTACHMENT METHOD TO BE USED BETWEEN HMA AND EXTRUDED CURB. 3. CONCRETE SHALL BE AIR -ENTRAINED CLASS 3000 PER WSDOT STANDARD SPECIFICATIONS. 4. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. `St. JB9- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE CONCRETE DECEMBER 2018 EXTRUDED CURB STANDARD D ETAI L APPROVED BY: R. ENGLISH T R- 5 2 2 S CONCRETE EXTRUDED CURB C NTS (CITY OF EDMONDS STD PL TR-522) RfUI's10F+ (IATF TYPICAL HMA AND FINNUARV 2021 UTILITY PATCH `.11ANDAHI) 'I* IAII ti'I'R; l 11 Hy: R. FN(:L ISH U - 41 O Know what's below. Call before you dig. NE 114, SEC. 36, T. 27 X. R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON ---� o 0 ---- ---- ` O FND MON IN CASE 0 - ` O 0.5' BELOW RIM EX. 6" WM + 2" ROUND CONC W/ _ — 7CD INVERTED NAIL EX. S. S. M. H. / _ _ - - - - TOP=344.6 - ___--------y O EX. 6" WM —ss - 0 d Q - FND 1" PIPE x 6 /I fix` �_ _.._ . _.. _.. . EDMONDS TR-52 (TYP) 6 � CB RIM 348.86 i °- EX. INGRESS, o, N EASEMENT A.F. N 7801250217 Q oI; o coL1 ' _ _ 65.00' i N 86 0,49" W x I I EX. 6" TO FH TEE i x FICA 6 I � I x 7" x 8 I i x 9»10, I , \ I� BSBL I U. FH I \ x EX. C. B \ \ 1 1 RIM=351.24 \ \ TOP=351.25 x INV=349.01 —6"W \ ` \x `-'-- i CB RIM 351. 4 \x T 1 7 \\\ 27033600100�00 \ \ \\ \ EDMONDSWAY iLLC \ \ \ \ 9504 EDMONDS WAY y \ CB RIM 349.81 EDMONDS, WA.� 9 \ \1 c \ \ - 4" YELLOW PERIMET R FIRE LAE TRIPING (TO BE 0 FSET 6" FRO CURB OR EDGE OF PAVEMENT.) y " MIN LETTERING W/ 2" STROKE. COE TR-567 , CONCRETE EXTRUDED CUB PER CITY OF \ ED ONDS TR-522 (TYP) o ` � i i i x i i x \ Know what's below. �� \ \\ Call before you dig. � \ GCB R14 351.58 UTILITYCONTLICTNOTE:- CAUTION° THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, - - DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. W �\ L=440.30' \ R=410.23' \ \ 0=61'29'42" \ C. BEARING S 68°46'01 " E \ _ CORD 419.46' — �� \ A10 ss L=139.22' \\ R=370.23' _ ss \ d TOP=+/-34t =341.9 Ss TOP=351.44 INV=345.14-36" INV=344.74- 12 "NW 0. F.=349.54 EX. S. S. M. H. TOP=350.23 INV=343.99 L 0 T 1 6 27033600102200 TRIMARK-WESTGATE APARTMENTS LLC 22816 EDMONDS WAY EDMONDS, WA. 98020 EXISTING RETIREMENT HOUSING BUILDING SCALE: F = 20' 20 10 0 20 40 RESUB Jan 13 2021 i i r yr cum rvw DEPARTMENT - _ _ L=440.30' P1 sw 0 R=41.29'40.23' NE 1y4, ,SEC. 36, T. 27 N., R. 03 E., W.M. LEGEND ` FND MON IN CASE � Q=61 °29'42" O 0.5' BELOW RIM STA:9+90.06, EX. 6" WM + - � 55.13E C. BEARINGS 68°46'01" E ` SNOHOMISH-COUNTY WASHINGTON ( ) 2" ROUND CONC W INSTALL: _ CORD 419.46' v�� EXISTING MONUMENT AS SHOWN �O TYPE 1 NGPA SIGN INVERTED NAIL �i %� 1�51/4"FHASSY. � 1 - _,_` ( j> O 1-4 " STORZ FTG. _ 1,1 � SECTION 1/4 CORNER NOT FOUND ■ EX. S. S. M. H. / _ _ - - - - 1 -7LF 6" DI SPOOL F- WATER SERVICE LINE1O PROPOSED WATER - ^ C7.1 �� PROPOSED SANITARY SEWER TOP=344.6 / 1 �6" X 6" WET TAP SSMH#1 \ SECTION CORNER NOT FOUND �� St INV=337.89 W/THRUST BLOCKING - - _ N OVWSD \ /'� PROPOSED STORM DRAINAGE �� - - SS ' - - s EASEMENT L=13g 22' \ l FOUND REBAR/CAP OR I.P. (IRON PIPE) EX. 6" WM �--- ss ----�_ _ PROPERTY LINE - 0 R-370'23 CALCULATED X X EXISTING FENCE LINE PLAT EDGE OF PAVEMENT Da M; MEASURED-------- `�,5SMH#4 �\ - EXISTING CONTOURS �}q XXX site 22LF 8" PVC / _ ,a' -a- TBK TO BE REMOVED PROPOSED CONTOURS M (,S,,S,MH#Z `e� . W ss . EX. S S.M.H_ R.D. W. RIGHT-OF-WAY --'"-� PRE-EXISTING DRAINAGE PATTERN �� ,.. B�AAR /CAP 4 a \� Y �� TOP 348f # - INV=341.14 P.O.B. POINT OF BEGINNING UTILITIES POWER, CABLE, TELEPHONE �..,. ) _. - ��_ e ( MA �� _ MH 15-769 CENTERLINE. w k TOP=+/-348 a TRANSFORMER BOX H RIM 37 �4$ ° I " 23 - _ - \341.9 T LF CHAIN LINK FENCE POWER VAULT N WDF WOOD FENCE / I UAr f I \ -� ss r t W.S.(TAR) TO BE REMOVED 2�,". s� §w r A 73 FND 1 2 A SCAL�' : I = 2O WATER SURFACE SSMH#3 W/CA L , EO EDGE OF PAVEMENT FDC FIRE DEPARTMENT CONNECTION W E r ` - \\ CENTERLINE FND 1 " PIPE 3BOW BACK of WALK VICINITY MAP D TRIAN/BIKE , 5 � 4 7 ( �XXXF-�- PROPOSED CONTOUR 6 �, OVWSD `/ \ 20 10 0 20 40 - STORM DRAIN CATCH BASIN CB S SCALE: 1 `2000' PATH EAS /vfENT ( \ CB ( ) - w��� PROPOSED STORM w/CB STORM DRAIN MANHOLE (SDMH) SDI PROPOSED SEWER y: a \ \ O SS SANITARY SEWER MANHOLE (SSMH) BOUNDARY N o o EQUIPMENTAND PROCEDURE C.B.M.H. _ CO SANITARY SEWER CLEAN OUT (CO) Z EX. C.B- ` TOP=351.44 PROPOSED CONCRETE AREA BASIS OF BEARING: x 6 TOP=349.58 p INV=345.14-36"p POWER POLE THE CENTERLINE OF SR-104 AS MONUMENTED PER PLAT OF SURVEY APPROXIMATE ADDITIONAL II3�889�"W 350.04 EX TOP I~. 9 INV=344.74-12"NW RECORDED UNDER AUDITOR'S FILE NUMBER 2377087, RECORDS OF EASEMENT BOUNDARY R - O.F.=349.54 -C GUY POLE GAS GAS LINE SNOHOMISH COUNTY WASHINGTON. SIGN TBR) GA (AFN# 202001090595) ` E ' UNITS SSCO#1 / r _ _ _ RIM=352.00 EX. S.S.M.H. ❑ WM WATER METER -�H OH- OVERHEAD POWER LINE CB RIM 348.86 I 6 ( 36 10 1E=345.00 (IN) TOP=350.23 SD EXISING DRAINAGE BM EX INGRESS, EG ESS i \ INV=343.99 � WATER VALVE o, EASEMENT A.F. N . 7801230217 _ 18 ��E=344.90 (OUT) I "~,^ NORTH RIM OF MONUMENT CASE AT THE PC AS SHOWN ix 35 \ \ MAILBOX FM FM EX. FORCE MAIN HEREON. FMB SS SS EX. SEWER ELEVATION : 351.66 DATUM : OLYMPIC VIEW WATER DISTRICT M.L.L.W. UTILITY POLE ANCHOR W W EX. WATER ( ) x SSCO13 17�'II j FIRE HYDRANT (2 NOZZLE) VERTICAL DATUM: 1 _ _ 65.00, RIM=353.00 " {" 12 / SN 6 0'49» IE=346.00 (IN) I 34 LD N.A.VD 88-3.64'=NGVD '29 (MSL) IE=345.90 (OUT) SEWER WA TER NOTES.° ENGINEER/CONTACT SURVEYOR EX. 6" TO FH TEE I I i I x UNIT 17 3/,3 1. ALL PRIVATE SIDE SEWER CONSTRUCTION REQUIRES A PERMIT AND THE PAYMENT OF A FEE. THE 6 I INSIGHT ENGINEERING COMPANY GREENE LAND SURVEYING PERMIT APPLICATION WILL REQUIRE THE COMPLETE LEGAL DESCRIPTION, ADDRESS, AND THE 13 IJIVITZ EVERET , WA 98206 LYNNWOOD, WA. 98087 DIMENSIONS OF THE PROPERTY TO BE SERVED. 1 CONTACT. BRIAN R. KALAB, P.E. PH: (206) 498-0979 r s 2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY MUST BE DONE BY A LICENSED SEWER s f4 / PH: (425) 303-9363 EMAIL: GUY@GREENESURVEYING.COM D 7 _ CONTRACTOR. �i I l�L'b D 32 FAX. (425) 303-9362 8 �' I I / UNIT 16 `" ✓ CLEANOUT 3. ALL HOUSE PLUMBING OUTLETS MUST BE CONNECTED TO THE SANITARY SEWER. EMAIL: INFO@INSIGHTENGINEERING.NET j 31 x" (TrP.) APPLICANT/OWNER 4. NO DOWNSPOUT OR STORM DRAINAGE MAY BE CONNECTED TO THE SANITARY SEWER. 15 5. MATERIAL: KISAN ENiERPRIS& LLC 20607 STATE ROUTE 9 S.E. PIPE -GASKET JOINTED PVC - SDR 35 OR ASTM D-3034 SNOHOMISH, WA. 98296 I -GASKET JOINTED DUCTILE IRON CLASS 50 FITTINGS r I i 16 - GASKETED PVC ASTM D-3034 PH: (425) 402-9900 UMT 15 30 l -DUCTILE IRON MJ AWWA C 153 FAX (425) 489-0222 li I I 25 l ALL FITTINGS MUST BE GASKEfED LEGAL DESCRIPTION ,E �( I� \ 29 '. // 7j 6. MINIMUM SLOPE: COMMENCING AT A POINT ON THE SOUTH LINE OF THE NORTH HALF OF g 1 4-INCH DIAMETER PIPE - 2% (1/4 INCH FALL PER FOOT) THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 36, x 17 6-INCH DIAMETER PIPE - 1% MINIMUM GRADE TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, \ MAXIMUM SLOPE ALL PIPE 507' / WASH/NGTON, DISTANT SOUTH 88°1433" WEST 800.21 FEET FROM THE \ 28 99 ' / SSCO#2 SOUTHEAST CORNER OF SAID NORTH HALF AND RUNNING THENCE ALONG RIM=356.25 7. PIPES SHALL BE LAID IN STRAIGHT LINE BETWEEN BENDS. MAKE ALL CHANGE IN LINE OR GRADE IE=349.25(IN)WITH LESS THAN OR EQUAL TO 45 DEGREES. SAID SOUTH LINE SOUTH 88'1433" WEST 55.00 FEET, THENCE NORTH ° 3°09'11" EAST 523.66 FEET TO THE SOUTHERLY MARGIN OF THE COUNTY 1 \ 27 IE=349.15 (OUT) ROAD, THENCE ALONG THE SAID SOUTHERLY MARGIN ON A CURVE TO THE �; 8. INCREASES IN PIPE SIZE SHALL BE MADE BY MANUFACTURED FITTINGS. RIM E351.2� 1 \ I O RIGHT HAVWG A RADIUS OF 380.28 FEET' WHOSE TANGENT AT THIS POINT TOP=351.25 \ UMT 14 9. PIPE SHALL BE BEDDED FROM UNDISTURBED TRENCH WALL TO UNDISTURBED TRENCH WALL ON EACH BEARS NORTH 89°00'24" EAST A DISTANCE OF 140.80 FEET, THENCE INV=349.01-6"W ( ` \ x SIDE OF THE PIPE AND FROM 2 INCHES BELOW TO 2 INCHES ABOVE THE PIPE WITH PEA GRAVEL SOUTH 12°4021" WEST 510.23 FEET TO THE TRUE POINT OF BEGINNING; 19 UMT 10 ) ^� OR CLEAN FREE DRAINING SAND. EXCEPT THAT PORTION THEREOF LYING SOUTHWESTERLY OF A LINE 20 BL C ' 10. THE SIDE SEWER SHALL BE INSPECTED BY DISTRICT STAFF PRIOR TO BACKFILLING. THE SIDE SEWER DESCRIBED AS FOLLOWS: 1 SHALL BE PLUGGED AND FILLED WITH WATER PRIOR TO CALLING FOR TESTING AND PRESSURE TESTED w 1 IN THE PRESENCE OF THE DISTRICT INSPECTOR. LEAKAGE RATE SHALL NOT EXCEED 0.31 GAL/HOUR BEGINNING AT A POINT ON THE EASTERLY LINE OF THE TRACT ` FOR 4-INCH PIPE AND 0.47 GAL/HOUR FOR 6-INCH PIPE, PER 100 FEET OF PIPE. HEREINABOVE DESCRIBED 160 FEET NORTHEASTERLY FROM THE SOUTHEAST CB RIM 351. 4 ��(1"'� CORNER THEREOF AND RUNNING THENCE NORTH 2127'50" WEST TO 8 \ 21 ` 11. SEWER LINES SHALL HAVE A DISTRICT APPROVED CLEANOUT AT EVERY OTHER 45 DEGREES OF BEND, INTERSECT THE WESTERLY LINE OF THE TRACT HEREINABOVE FIRST \� I / DESCRIBED; \ \ 1 \ \ \ f UrVI? 1 A AT LEAST EVERY 100 FEET, OR AT EVERY INCREASE IN PIPE SIZE. \ 27033600100� 00 \ 22 I 12. A 6-INCH SIDE SEWER WILL BE ALLOWED TO SERVE A MAXIMUM OF FOUR (4) SINGLE-FAMILY EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHIINGTON UNDER EDMONDSWAY iLLC \ RESIDENCES. RECORDING NUMBER 2185473. 9504 EDMONDS WAY \ w S EDMONDS, WA! 9V l OLYPMIC VIEW WATER AND SEWER DISTRICT CB RIM 349.81 ' �� �� �� , '� � 13. A 4-INCH SIDE SEWER WILL BE ALLOWED TO SERVE ONLY ONE (1) SINGLE-FAMILY RESIDENCE. \` \ APPROVED FOR WATER AND SEWER CONSTRUCTION 14, PARALLEL WATER AND SEWER LINES SHALL BE SEPARATED BY 10 FEET HORIZONTALLY WHEREVER UNIT12 / POSSIBLE. WATER AND SEWER LINES SHALL HAVE A VERTICAL SEPARATION OF 18 INCHES IF A o \ \ \ 24 / CROSSING IS NECESSARY. / \ / / 15. ROW RESTORATION AND TRENCHING REQUIREMENTS WITHIN THE ROW SHALL BE PER CITY OF EDMONDS REQUIREMENTS. \k �Wv REFER ALSO TO LETTER FROM OVWSD lz�3 Zv \ \ 25 I (PACE ENGINEERING), DATED 12/3/2020, DISTRICT ENGINEER OR ASSIGNEE DATE L T 6 REGARDING CONDITIONAL APPROVAL OF \II13 27033600102200 OVWSD APPROVED PLAN SHEETS. x \' "" 26 I TRIMARK-WESTGATE APARTMENTS LLc NOTES.- - _ _ - - _ _ \ ( 10' 22816 EDMONDS WAY 15 BSB EDMONDS, WA. 98020 1. THERE ARE NO PERVIOUS PAVEMENTS PROPOSED. �L4 2. ALL UNITS TO BE SPRINKLERED PER THE FIRE \ \ I MARSHALL REQUIREMENTS. 3. PROVIDE BLUE REFLECTOR 4" FROM THE CENTERLINE ON THE HYDRANT SIDE OF THE ROAD o \ J TO INDICATE HYDRANT LOCATIONS IN ACCORDANCE \ \ \ 10' WITH CITY OF EDMONDS STANDARD DETAIL E7.1 INSIGHT ENGINEERING CO. \ \ I P.O. BOX - 1478 \ `\ �Sg- 0VW CONF. #XX-XX EVERETT, WA 98206 � I GCB R14 35 L 58 \ \ I 8Wv \ EXISTING RETIREMENT HOUSING BUILDING SANENT�RPRIS, • Know what's beIow. Call before you dig. REV. N0. UTILITYCONFLICTNOTE.° THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DESCRIPTION 1210312020 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET SITE ADDRESS: 22810 EDMONDS WAY EDMONDS, WA 98020 TAX ACCOUNT NO.'S: 27033600102300 INITIALS DATE PACE PN. 18095 NE 1/4, SEC. 36, T. 27 N., R.03 E., W.M. KISAN ENTERPRISES DWG FILENAME DESIGNED BY: DATE: I SCALE: JOB NO.: 201062-FINAL.DWG SPC 06-01-2020 1 "=20' 1 20-1062 SHEET SEWER AND WATER PLAN C7.0 RESUB Jan 13 2021 DEPARTMENT • Know what's below. Call before you dig. UTILITYCONFLICTNOTE.- CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. mo U7 p CN Q N Q� d O�N`Z 0- II II II Q Q�� 51I�� 22LF 8" PVC S=0.0094 F 340 SSAW2, STA:20+02.57, 2.32 RIM:347.46 IE 339.37 (8"PVC i 335 n N co rr O -F- O N O Z t tin TS5 ST RI L IE.• UT, N) m1*1T1 340 W1. :20+24.46, 3.83' L :345.73 339.16 (8-PVC IN, S) 335 20+00 20+27.36 SSMH#1 TO SSMH#2 PROFILE SCALE: 1 "=20' HOR/Z, 1 "=2' VERT NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON i SCALE: 1 " = 20' 20 10 0 20 40 27LF 8" PI 25+00 25+32.33 SSMH#3 TO SSMH#4 PROFILE SCALE: 1 "=20' HORIZ, 1 "=2' VERT I, S) z ozzo I d - - 1 WATER SERVICE LINE DETAIL C'7, j NOT TO SCALE RESUB Jan 13 2021 DEPARTMENT a0 Co I 1. ALL PRIVATE SIDE SEWER CONSTRUCTION REQUIRES A PERMIT AND THE PAYMENT OF A FEE. THE PERMIT APPLICATION WILL REQUIRE THE COMPLETE LEGAL DESCRIPTION, ADDRESS, AND THE DIMENSIONS OF THE PROPERTY TO BE SERVED. 2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY MUST BE DONE BY A LICENSED SEWER CONTRACTOR. 3. ALL HOUSE PLUMBING OUTLETS MUST BE CONNECTED TO THE SANITARY SEWER. 4. NO DOWNSPOUT, FLOOR DRAINS, OR STORM DRAINAGE MAY BE CONNECTED TO THE SANITARY SEWER. 5. MATERIAL PIPE -GASKET JOINTED PVC-SDR 35 OR ASTM D-3034 -GASKET JOINTED DUCTILE IRON CLASS 50 FITTINGS --GASKETED PVC ASTM D-3034 -DUCTILE IRON MJ AWWA C153 *ALL FITTINGS �S BE GASKETED 6, MINIMUM SLOPE: 4-INCH DIAMETER PIPE - 2% (1/4 INCH FALL PER FOOT) 6-INCH DIAMETER PIPE - 1% MINIMUM GRADE MAXIMUM SLOPE: ALL PIPE 50% 7. PIPES SHALL BE LAID IN STRAIGHT LINE BETWEEN BENDS. MAKE ALL CHANGE IN LINE OR GRADE WITH LESS THAN OR EQUAL TO 45 DEGREES. 8. INCREASES IN PIPE SIZE SHALL BE MADE BY MANUFACTURED FITTINGS. 9. PIPE SHALL BE BEDDED FROM UNDISTURBED TRENCH WALL TO UNDISTURBED TRENCH WALL ON EACH SIDE OF THE PIPE AND FROM a INCHES BELOW TO a INCHES ABOVE THE PIPE WITH PEA GRAVEL, 10. THE SIDE SEWER SHALL BE INSPECTED BY DISTRICT STAFF PRIOR TO BACKFILLING. THE SIDE SEWER SHALL BE PLUGGED AND TESTED BY FILLING WITH WATER OR AIR. LEAKAGE RATE SHALL NOT EXCEED 0.31 GAL/HOUR FOR 4-INCH PIPE AND 0.47 GAL/HOUR FOR 6-INCH PIPE, PER 100 FEET OF PIPE FOR WATER OR MUST MAINTAIN 4 POUNDS OF PRESSURE FOR A MINIMUM OF FIFTEEN (15) MINUTES. A DISTRICT INSPECTOR SHALL OBSERVE REMOVAL OF THE PLUG. 11. SEWER LINES SHALL HAVE A DISTRICT APPROVED CLEANOUT INSTALLED AT EVERY 45 OR 90 DEGREE BEND„ AT LEAST EVERY 100 FEET, OR AT EVERY INCREASE IN PIPE SIZE. 12. A 6-INCH SIDE SEWER WILL BE ALLOWED TO SERVE A MAXIMUM OF SIX (6) SINGLE-FAMILY RESIDENCES. 13. A 4-INCH SIDE SEWER WILL BE ALLOWED TO SERVE ONLY ONE (1) SINGLE-FAMILY RESIDENCE. 14. PARALLEL WATER AND SEWER LINES SHALL BE SEPARATED BY 10 FEET HORIZONTALLY WHENEVER POSSIBLE. WATER AND SEWER LINES SHALL HAVE A VERTICAL SEPARATION OF 18 INCHES IF A CROSSING IS NECESSARY. THE SEWER LINE SHALL NOT CROSS OVER THE TOP OF A WATER LINE. 15, RIGHT-OF-WAY RESTORATION SHALL EQUAL OR EXCEED THE ORIGINAL CONDITION, 16. TRENCH BACKFILL UNDER PAVED AREA SHALL BE 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE; FULL TRENCH DEPTHS COMPACTED IN 12-INCH LIFTS. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL_ 05LYMPIC VIEW SIDE SEWER SPECIFICATIONS [DATE SCALE DWG N0. 12/20/17 NTS S-1 RING AND COVER 2 V LDSADJUSTMENT SECTION(LEVELING BRICKS ORGRADE RINGS OPTIONAL).N . rrmm•rv�rx� . ° 24" a� SECTION A -A REFLECTIVE ` STEPS STRIP 14" O� PRECAST CONE a (ECCENTRIC UNLESS OTHERWISE SPECIFIED). NOTES; 48", 54", OR 60- 1. POLYPROPYLENE STEPS SHALL BE MANUFACTURED BY LANE. 2. DRILL (2) 1-1/8 OR 1-1/4" HOLES, 3-1/2" DEEP, APPLY EPDXY IN THE HOLE AND AROUND THE BARBS OF THE STEP. PUSH THE STEP INTO THE HOLES ALLOWING THE EPDXY TO FLOW a•� OUT TO THE SQUARE SHOULDER OF THE STEP. PRECAST RISER SECTIONS MANHOLE STEPS a SLOPE LADDER NTS 1/2- FT (TYP, CONSTRUCT !N FiLD CHANNEL AND SHELF TO THE CROWN OF THE PIPE PRECAST BASE & FILL MORTAR , �- INTEGRAL RISER. a' .. g. . w S d Y 1._0.. A. f °o0,0,c °°o°o°o°oepp°poaopppndo GRAVEL BACKFILL FOR FOUNDATIONS 6 I ampopopopap6pQpmpapn o 6 MIN. COMPACTED DEPTH '-+-n- FOR PRECAST BASE ONLY. MIN, SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST BASE. ar t_ REINFORCING STEEL (FOR SEPARATE BASES ONLY) 0.23 SO, IN./FT. IN EACH DIRECTION FOR 48" DIAM. �r 0,19 SQ. IN./FI. IN EACH DIRECTION FOR 54" DIAM. 0.25 SO. IN., IN EACH DIRECTION FOR 60' DIAM. "0" RING REINFORCING STEEL (FOR PRECAST BASE & INTEGRAL RISER ONLY) 0.15 SO. Ih./FT. IN EACH DIRECTION FOR 48" DIAM. 0.19 SO. IN./FT. IN EACH DIRECTION FOR 54" DIAM. 0.25 SO. Its./FT. IN EACH DIRECTION FOR 60- DIAM. `.. x. :,• co MANHOLE DETAIL PRECAST BASE JOINT' NTS OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL LYPC MANHOLE DETAIL_ vjEwl DATE LE QWG N0. 12/20/17 SCANTS S- 4A NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON (FOR FUTURE DEVELOPEMENT) PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4 STAKE AT OR ABOVE FINISHED GRADE. w z LOCKING LAMPHOLE COVER TO BE PLACED AT FINISHED 1- GRADE (SEE STD SEWER CLEANOUT DETAIL) I0 a I I-=1f 1 I ri ri ari lo I I 6" WYE AND 45' BEND 0 Uf) 6" LATERAL SEWER LINE 6" TEE SLOPE- Zia MIN. TO 50% MAX POSSIBLE SEWER MAIN LOCATION RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG 6" TEE 45' BEND POSSIBLE SEWER MAIN WHEN TAPPING INTO EXISTING LOCATION MAIN, CUT IN A NEW TEE W/ MECHANICAL COUPLINGS OR USE A SADDLE AND TAP. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. ,. r �r STANDARD DETAIL ' W1TE1? 8 SEWER OISIRICI TYPICAL SIDEr DATE DWG `.'._ e 12/20/17 S-2 1. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M199 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN, CLEARANCE. STEPS IN MANHOLE SHALL HAVE 6" MIN. CLEARANCE. SEE DWG. NO. 2--011, "MANHOLE DETAILS." HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HAND HOLD BETWEEN THE LAST STEP AND THE TOP OF THE MANHOLE. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. NON -REINFORCED CONCRETE IN CHANNEL AND SHELF SHALL BE CLASS 3000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2" MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAM. PLUS MANHOLE WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36" FOR 48" MANHOLE, 42" FOR 54" MANHOLE, 48" FOR 60" M.H. MIN. DISTANCE BETWEEN HOLES SHALL BE 8". 6. MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH SEC. 7.05 AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF OF THE BASE WITH 1" MIN. CLEARANCE. B. FOR HEIGHTS OF 12' OR LESS, MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT. FOR HEIGHTS OVER 12', MIN. SOIL BEARING VALUE SHALL EQUAL 3,800 POUNDS PER SQUARE FOOT, 9. SEE THE WSDOT/APWA STANDARD SPECIFICATIONS SEC. 7-05.3 FOR JOINT REQUIREMENTS. WCA, I a 14 ATI I T T 1111*011201 IQ i ♦ REVISIONS STANDARD DETAIL 8 B SEWER DIS Rt7RIC1 - MANHOLEm! DATE SPECIFICATIONS R WO NO. i `r m BUILDING BUILDING CLEANOUT---, Iw H -- -� 10 CLEANOUT WITH 45' n BEND AND CAP I ERAL CLEANOUT- -,,,,,\ NOT TO EXCEED 100' 1 BETWEEN CLEANOUTS Zn ASPHALT SURFACE 12" PVC S1_EEVE PVC CAP TYPICAL CLEANOUT z cr w 3. w U7 CLEANOUT (WYE W/ CAP & LAMPHOLE COVER) LAMPHOLE COVER TO MATCH EXISTING GRADE 12" PVC SLEEVE 6" RISER 6" WYE AND 45' BEND _6" DISTRICT STUB 4" OR 6" SIDE SEWER CLEANOUT DETAIL AT PROPERTY LINE & BUILDING LAMPHOLE COVER 00 nno NOTE: SIDE SEWER JOINTS SHALL BE GASKETED UNDER ASPHALT OLYMPIC VIEW WATER & SEWER DISTRICT c� REVISIONS STANDARD DETAIL OLYMPIC VIEW SEWER CLEANOUT DETAIL RATE SCALE DING NO. 1W 12/20/17 1 NTS 1 S-3 Ai Know what's below. Call before you dig. UTILITY CONFLICT NOTE.' CAUTION.' THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RESUB Jan 13 2021 DEPARTMENT NE 114, SEC. 36, T. 27 N., R.03 E., W.M. SNOHOMISH COUNTY, WASHINGTON SUBSEQUI BACKFILL INITIAL BACKFILL FIRE HYDRANT W/ 4' STORZ ADAPTER PER MANUFACTURERS RECOMMENDATIONS — 10 MIL, PLASTIC BETWEEN HYDRANT, BLOCKING AND OVER WASHED ROCK 1 /4 C.Y. 1-1/2" WASHED ROCK VALVE BOX W/ SLIDE EXTENSION. ALIGN LID TABS ALONG VALVE BLUE,DOUBLE—SIDED MARKER AXIS PLACE OFF CENTER OF ROAD TOWARDS HYD. mt 4" x 4" x 8" BRICK—/ UNDISTURBED EARTH, TYPICAL RESTRAINED FITTINGS D.I. PIPE, SIZED PER RUN FROM MAIN SEE DESIGN GUIDELINES 6" RESILIENT WEDGE GATE VALVE 3'x3'x6" CONCRETE PAD W NOTE: REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. RESTRAINED FITTINGS OR CONCRETE THRUST BLOCKING 6" FLANGED TEE 4" x 4" x 8" BRICK OLYM P C VIEW WATER & SEWER DISTRICT Crr 1 11 Inr A nr I REVISIONS STANDARD DETAIL FIRE HYDRANT ASSEMBLY DETAIL N0. DATE SCALE DWG 5/24/17 NTS W-3 1 FIRE HYDRANT ASSEMBLY DETAIL 7.3 NOT TO SCALE STD. DTL W-3 NOTE: ASPHALT RESTORATION SHALL BE IN ACCORDANCE W/ AGENCY OF JURISDICTION >H COUNTY DMONDS TOWN OF WOODWAY BACK FILL MATERIAL SHALL CONSIST OF: 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% MAXIMUM DRY DENSITY ASTM D698 METHOD "D" UNDER ASPHALT FOR STREET CROSSING. 2. TYPE "C" MATERIAL WITH CLASS II PLACEMENT AND COMPACTION FOR UNDER ASPHALT RUNNING PARALLEL WITH STREET. 3. TYPE "C" MATERIAL WITH CLASS I PLACEMENT AND COMPACTION FOR STREET SHOULDERS. 4. TYPE "D" MATERIAL WITH CLASS III PLACEMENT AND COMPACTION FOR ALL OTHER AREAS. OLYMP C VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL TRENCH DETAIL DATE SCALE DWG NO. 5/24/17 NTS W-8 HORIZONTAL BLOCKING Pipe BEARING AREA OF BLOCK SQ.FT. Size DIA. TEES & 90` 45' 22-1/2' IN. BENDS BENDS BENDS BENDS 4" 3 1 1 1 6" 4 4 2 1 8" 7 6 4 2 10" 11 10 6 3 12" 16 14 9 5 NOTES APPROVED RESTRAINED FITTINGS MAY BE USED IN PLACE OF THRUST BLOCKING. LENGTH OF RESTRAINT TO BE APPROVED BY DIST. ALL BLOCKING SHALL BE POURED AGAINST FIRM UNDISTURBED SOIL BEARING AREA AT FITTINGS NOT GIVEN IN BEARING TABLE SHALL BE AS DIRECTED BY THE ENGINEER. WHEN POURING AGAINST PLUGS AND BLIND FLANGES SET STEEL METER BOX LID AGAINST FITTING TO KEEP CONCRETE OFF BOLTS LAYOUT TO BE APPROVED BY DISTRICT PRIOR TO CONCRETE POUR. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. OLYM P C VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL THRUST BLOCKING DATE SCALE DWG NO. 5/24/17 77NTS W-5 EXIST. PAVEMENT 2% (TYP.) SAWCUT EXIST PAVEMENT TACK EDGES NEATLY WITH AR-4000W AND SEAL JOINTS NEATLY WITH CRS-1 OR CRS-2. FRAME & COVER PER DETAIL 3" THICK COMPACTED CLASS B ASPHALT — 6' SQUARE 4" MIN. 16" MAX. 6 — 5/8" CRUSHED ROCK 24" _ _ _ DJUSTMENT SECTION N (NECK). MORTAR BOTH INSIDE AND OUTSIDE SMOOTH AND WATERTIGHT. 3" MIN. CLEARANCE EXIST. MANHOLE -�' STEPS PER DETAIL ABOVE OLYM P C VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL ASPHALT PATCH AT MANHOLES DATE SCALE DWG NO. 12/18/12 NTS S— 7 (:�n THURST BLOCKING 7.3 NOT TO SCALE STD. DTL W-5 Ail Know what's below. Call before you dig. UTILITY CONFLICT NOTE. CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3 TRENCH DETAIL 7.3 NOT TO SCALE STD. DTL W-8 4 ASPHALT PATCH AT MANHOLES 7.3 NOT TO SCALE STD. DTL S-7 SIGN SPACING=X FEET 1 FREEWAYS & EXPRESSWAYS 55/70 MPH 1500+/(OR AS PER MUCD RURAL HIGHWAYS 60/65 MPH 800'+ RURAL ROADS 45/55 MPH 500'+ RURAL ROADS & URBAN ARTERIALS 35140 MPH 350'+ RURAL ROADS, URBAN ARTERIALS 25/30 MPH 200'+ RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25/- MPH 100'+ ALL SIGNS ARE 48" BY 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. (1) All spacing may be adjusted to accommodate interchange ramps, at -grade intersections, and driveways (2) The spacing may be reduced in urban areas to fit roadway condit MINIMUM TAPER LENGTH (L) IN FEET Lane Width Feet 25 30 10 105 150 11 115 165 12 125 180 DEVICE SPACING MPH I TAPER ITANGENT 50170 40 80 35/45 30 0 25/30 20 40 www.invarion.com SPEED Date: 7/31/2020 Author: John Gardin Project: T018 LIMIT Comments: 3 this plan is for Insight Engineering A Kisan Enterpises WORK FW-ORK HOURS 9:OOAM-3:OOPM TCP 1 NOT TO SCALE VS WILL BE EVENLY SPACED 228TH ST SW SPOTTER TO ASSIST PEDESTRIANS 0q JOHN GARDIN: :--APS Inc. NORTH BEND, WA TCS# 011864 -.'JOHNG@APSLOCATES.COM.::: ...::: (425) 864-5547-: LEGEND It CONE ' ' WORK AREA FLAGGER/SPOTTER UPO ENGINEERING DIVISION APPROVED AS NOTED �2/10/2021 for B.Hauss RESUB Dec 11 2020 [IDEWALKCLOSEDJ CITY OF EDMONDS AHEAD DEVELOPMENT SERVICES ~ CROSS HERE DEPARTMENT SIGN TO BE PLACED ON THE SW CORNER OF 104 & 236TH. BLD2020-0017 STRUCTURAL NOTES CODE All conditions, materials and construction shall conform to the code specified in the DESIGN CRITERIA, or other codes required by the governing jurisdiction. GEOTECHNICA L PARAMETERS Assumed soil parameters are specified in the DESIGN CRITERIA. Extend footings to undisturbed soil with a bearing capacity as specified in the DESIGN CRITERIA. Bottom of exterior footing shall be V-6" minimum below outside finished grade. BACKFILL shall be free draining and without organic material and debris from one of the following soil classes SM-SC, SM, SP, SW, GC, GM, GP, and GW. Unless noted otherwise. Do not backfill until all slabs and panels are constructed and/or installed and have reached a 7 day strength, otherwise provide temporary bracing to resist movement. There shall be no machine compaction on the retaining side of the structure for a distance equivalent to 2/3rds the wall height. PRE -CAST HOLLOW CORE SLABS All precast hollow core slabs are to be installed per the recommendations and specifications. The design of these panels shall resist the DESIGN LOADS. Notify this office of any conflicts prior to panel construction. MISCELLANEOUS The contractor shall verify dimensions and conditions at job site. The contractor shall provide temporary bracing as required until all permanent connections and stiffenings have been installed. Do not scale drawings. Pre -fabricated items to be handled and installed per manufacturer's TESTS AND INSPECTIONS INSPECTIONS PER IBC 110: Foundations, footings, underslab systems and framing are subject to inspection by the building official in accordance with IBC 110.3 the contractor shall coordinate all required inspections with the building official. In addition to inspections required by IBC 110, special inspections shall be done in accordance with the "statement of special inspections" per sections 1704 and 1705. SPECIAL INSPECTORS: Special inspectors shall be employed by the owner to provide special inspections for the project. A special inspector shall be a qualified person who works for an approved agency and demonstrates competence, to the satisfaction of the building official. The special inspector shall keep records of inspections and furnish them to the building official and the engineer of record on a regular basis. A final report documenting required special inspections and the correction of any discrepancies shall be provided prior to the completion of building finishes. Where fabrication of structural components and assemblies is being performed on the premises of a fabrication shop, special inspection of the fabricated items shall be required except where the fabricator is registered and approved to do such work without special inspection in accordance with IBC section 1704.2.2. Periodic inspection allows inspection at intervals necessary to confirm that work requiring special inspection is in compliance with requirements. Continuous special inspection requires that the inspector be on site at all times that work requiring special inspection is performed. Statement of special inspections per IBC sections 1704 and 1705: Special inspections are required by sections 1704, for the items summarized in the special inspection schedule located on this sheet: Special Inspections,, Testing & Structural Observation Schedule INSPECTION ITEMS CONTINL10 IS PERIODIC TESTING Soil & Foundations (IBC 1704.7) Observation and monitoring of excavation X Soil bearing verification X Backfill with native soil X Concrete Construction (IBC 1704.4) Reinforcing placement X Preparation of test specimens X X INSPECTION SCHEDULE NOTES: 1. Items marked with an "x" shall be inspected in accordance with IBC 1704 by a certified special inspector from an agency approved by the jurisdiction. 4. All welds shall be visually inspected. 5. All complete penetration welds shall be tested ultrasonically. 7. All complete penetration welds shall be tested ultrasonically. REINFORCING BAR MATERIAL REQUIREMENT: REINFORCING BA RS: Use deformed bars conforming to ASTM A615, grade 60, except as noted on the drawings. WELDED WIRE FABRIC: Smooth fabric shall conform to ASTM A185. All WWF shall be 6x6 W2.9xW2.9 U.N.O. Lap reinforcemnt 8" minimum FABRICATION AND PLACING REOUJItEMENTS: BENDING: Bars shall be bent cold. Bars partially embedded in concrete shall not be field bent unless noted or shown otherwise or authorized by the engineer. PLACING: Reinforcement shall be supported and tied to prevent displacement by construction loads or by placing of concrete. Maximum spacing of supports shall be T-6". CONCRETE COVER: Minimum concrete cover for reinf. Shall be as follows, unless noted otherwise: Concrete cast against earth 3" Concrete cast against forms and exposed to earth 2" WELDING: Do not weld reinforcing bars. WET SETTINGS: Reinforcement anchor bolts, or any embedded item within the concrete, may not be set into the concrete after it has been poured within the forms. LAP SPLICES: Provide the following lap lengths: #4 bars 24" #5 bars 30" SHOP DRAWING REVIEW Once the contractor has completed his review, the Structural Engineer of Record (SER) will review the submittal for general conformance with the design concept and the contract documents for the building and will stamp the submittal accordingly. Redmarks or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications. Once the contractor has completed his review, the Engineer of Record (EOR) will review the submittal for general conformance with the design concept and the contract documents for the building and will stamp the submittal accordingly. Redmarks or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications. => HOLLOW CORE PANELS => REINFORCING STEEL The Engineer of Record will review shop drawings for design intent only. Verification of dimensions and quantities are the responsibility of the contractor. Components primarily designed by the Manufacturer shall be stamped by a licensed engineer. A cursory review for design loads used and their impact on the structure shall be performed. Shop drawings shall be reviewed and signed by the contractor prior to the Engineer's review. A copy shall be provided for the Engineers record as well as any plans required for signature. Shop drawings are an aid for field placement and are superseded by the structural drawings. It shall be the contractors responsibility to make certain all construction is in agreement with latest structural drawings. CONCRETE CONCRETE REQUIREMENTS BY LOCATION: Pre -approved Mix Designs are listed in each section, this is not an endorsement of any company, we can add your equivalent mix designs to our list. W/0 Design PSI Design Air Max Slump Footings &Slab on Grade 0.55 3000 1.5% 15 Miles Sand and Gravel Mix Design 18350FP W/C Ratio Design PSI Design Air Max Slump Walls (below grade) 0.55 1 3000 1.5% F5" Miles Sand and Gravel Mix Design 18350FP W/C Ratio Design PSI Design Air Max Slump Walls (above grade) 0.55 J 1 3000 5.0% F5" Miles Sand and Gravel Mix Design 0250AC W/C Ratio Design PSI Design Air Max Slump Void RII and Closure Pour 0.50 1 1 4000 1.5% F5" Miles Sand and Gravel Mix Design 184001`6 W/C Ratio Design PSI Design Air Max Slump Panel Joint Grout 0.40 4000 1 1. FFluid Miles Sand and Gravel Mix Design 10600FG MD( DESIGN: Shall be based on field experience or trial mixtures in conformance with the specifications. Mix designs shall be submitted to the Building Official two weeks prior to their first use. MATERIAL REOIIEREMENTS: Cement: ASTM C150 Admixtures: ACI 301 Aggregates: ASTM C33 Water: ASTM C94 PLACING REQUIREMENTS: PLACING: Place concrete as nearly as practicable to its final position to avoid segregation. The free unconfined fall of the concrete shall not exceed 5 feet. DEBRIS: Remove all debris from forms prior to placing concrete. CONSOLIDATION: Consolidate concrete by suitable means. Thoroughly work concrete around embedded items and into corners of forms. CURING REQUIREMENTS: CURING: Concrete shall be maintained in a moist condition for a suitable period of time after placement. WEATHER CONDITIONS: Adequate precautions shall be taken during hot and cold weather in accordance with the specifications. PLAN INSTRUCTIONS READ THIS FIRST These plans are organized so that more detailed or specific information is found in the same way by following the direction shown below: GENERAL STRUCTURAL NOTES SCHEDULES, DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES for more specific information. SCHEDULES DETAILS and PLANS will often refer to GENERAL STRUCTURAL NOTES and SCHEDULES for more specific information. DETAILS PLANS will often refer to GENERAL STRUCTURAL NOTES, SCHEDULES and DETAILS for more specific information. PLANS See the SYMBOL LEGEND as well as ABREVIATIONS AND ACRONYMS for other additional information used on the PLANS. The term, TYPICAL (or TYP), used with a detail callout or plan note, indicates that the information specified shall apply in all similar conditions. IF YOU HA VEA NY QUESTIONS OR CONCERNS CONTA CT US IMMEDIA TEL Y! We can be reached immediately by phone: (425) 778-1023 For less pressing questions, email us: inbox@ssseng.com Please help us get to your plans by having this job number handy: s1909015 ABBREVIATIONS AND ACRONYMS BLK BLOCK EQ EQUAL SIM SIMILAR BLKG BLOCKING EXIST EXISTING STD STANDARD BTM BOTTOM FDN FOUNDATION STRUCT STRUCTURAL BRG BEARING FLR FLOOR THRU THROUGH BTWN BETWEEN FTG FOOTING TYP TYPICAL CLR CLEAR GR GRADE U.N.O. UNLESS NOTED CONIC CONCRETE HORIZ HORIZONTAL OTHERWISE CONT CONTINUOUS MAX MAXIMUM VERT VERTICAL CTR CENTER MFG MANUFACTURED w/ WITH DET DETAIL MIN MINIMUM w/o WITHOUT E. E. EACH END o/ OVER W.W.F. WELDED WIRE FABRIC E.S. EACH SIDE cc ON CENTER E.W. EACH WAY O.C. ON CENTER EA EACH REINF REINFORCEMENT ELEV ELEVATION REQD REQUIRED EMBED EMBEDMENT SCHED SCHEDULE DESIGN CRITERIA Governing Code ACI 318-14 IBC 2015 Design Loads Drive Surface UNDER NEIGHBORHOOD DRIVE I Loadings JAASHTO HS-25 (Load Case 1) 45-K Outrigger (Load Case 2) Soil Cover 4.5 ft Maximum 1.25 ft Minimum Soil Data Allowable Soil Bearing 5000 psf At -rest Earth Pressure 55 pcf Seismic Surcharge 6 H I Passive Earth Pressure 1300 pcf Coefficient of Friction 1 0.4 Geotechnical Report: JEarth Solutions NW, LLC IReport #: ES-5932 I Date: 5/29/18 HS25-44 10,000# 401000# 401000# STANDARD HS TRUCK N.T.S. ENGINEERING DIVISION APPROVED AS NOTED )'�� 2/08/2021 STRUCTURAL REVIEW OF STORMWATER VAULT COMPLETED THROUGH PEER REVIEW BY CG ENGINEERING. BLD2020-0017 HS25 SSS Number: S1909015 Project Name: Kisan Vault Owner: Kisan Enterprise LLC Project Location: 22810 Edmonds Way, Edmonds, WA Design Professional: IECO Insight Engineering Co M Q � O H � J Q w Ln fV J w z E O ~ U V H CC 07 p z w V7 E O U 0) C u7 u7 CXJ O C Z rL- �u} 10,E L �` This space reserved for governing jurisdiction stamps RESUB Jan 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 10/14/2020 REVISED: 12/2/2020 S1 0 N O N rn ATM nnC"IT"Ir nrn rT\/TI nnrl I""C"ITC VENT EXTENDED TO SURFACE N.T.S. VESA RT GRATE OVER OPENING N.T.S. LTi BUCKOUT CURB @ TOP TO ALLOW GRATING RETAINING CURB @ PANEL ACCESS GRTA ID PIPE & ONE WA LVE THROUGH SA COLLAR DEAD STORAGE z J EL = 341.5' See redline revisions on civil drawings PIPE: for revised footing drain plan 4° 0 Sch 20 PIPE • PERFORATED AROUND PERIMETER • SOLID AT DRAINAGE DRAINAGE: PERFORATED PIPE DRAIN INTO VAULT THROUGH IN GRAVEL POCKET ONE WAY VALVES WRAPPING: 12" 0 GRAVEL POCKET PROTECTED BY FILTER ` E_ FABRIC FD FOOTING DRAIN N.T.S. WSPA IAIAI I nCn 111 AM PRE -CAST SUMP N.T.S. 24" P MAYTMIIM PEI SLAB / FTG PER PLAN ZEFULLY EXCAVATE AVOID EXCESS NC COVER ULVU\ I,VIV I r\VL STRUCTURE UP AS REQID TO PROVIDE 6" OF CONC COVER ""nTru naRS TO MAIN REINF rPENETRATION '-0" PAST THE EDGE NGG PCSA WALL & REINF PER PLAN HORIZONTAL AND VERTICAL BARS SHALL BE WITHIN 6" OF THE EDGE OR ADDITIONAL BARS SHALL BE PROVIDED REINFORCEMENT AT PENETRATIONS CLOSING POUR OR GROUT SOLID CONTINUOUS BACKER ROD (TYPICAL) PANEL JOINTS N.T.S. PJA #5 IN PANEL VOIDS ADJACENT u^ ACCESS HOLE e (3 EA SIDE - 6 TOTAL) momNEW= WE ill »��■ ■ PANEL ACCESS AT KNEE WALL N.T.S. nn"lo Ir nrn ni A"i TOP OF WALL PARALLEL PANELS _ETOTAL) 10 34" (2) #5 CONT AROUND PERIMETER N.T.S. N.T.S. RAPA N.T.S. TPPA THE CURB SHALL EXTEND A MINIMUM OF 6" ABOVE THE FINISHED GRADE TO PROTECT FROM VEHICLE LOADING BACKFILL PER CIVIL DRAWINGS 0 0 a 11 2'-0" MAX • #4 @ 10" oc HORIZONTALLY #5 @ 12" oc HOOK INTO CLOSING POUR (6) #5 SPANNING T-0" HOOK EACH END • RCT2RETAINING CURB @PANEL ACCESS N.T.S. BUCKOUT CURB @ TOP TO ALLOW GRATING TO BEAR ON CONCRETE - GRATING AND ATTACHMENTS DESIGNED BY OTHERS GRT 8" • #4 @ 10" oc HORIZONTALLY #5 @ 12" oc EXTENDING FROM WALL BELOW CENTER 10'-0" PAK (2) #5 CONT AROUND PERIMETER REINFORCEMENT PER DETAIL"PAK" KWA KNEE WALL AT ACCESS N.T.S. 3" PANEL BEARING #5 @ 10" oc HORIZONTALLY #5 @ 12" oc VERTICALLY 1 SEE FTG PLAN KWAP #5 @ 24" oc 1a° 24" VOID DAM PER MANUF. GROUT FROM CLOSING POUR (2) #5 CONT AROUND PERIMETER 1/4 x 3/8" BRIG PER MANUF. 10" 3" MIN. BRIG #5 @ 24" oc 34" 11 NOTE: MAINTAIN CLEAR COVER PER STRUCTURAL NOTES SECTION "REINFORCING STEEL" e i • CONC WALL & REINF / PER PLAN 5'-0" SIZE & SPACE CORNER BARS TO 5-0" MATCH HORIZ. RIENF. • WRC WALL REINFORCEMENT AT CORNERS N.T.S. CLOSING POUR OR PANEL JOINTS N.T.S. 9'-6" WATERSTOP #5@8"oc LONGITUDINAL FOOTING DRAIN @ 341.5' 311 CLR WRCA GROUT SOLID CONTINUOUS BACKER ROD (TYPICAL) 2" CLR #5 @ 10" oc HORIZONTALLY #6 @ 12" oc VERTICALLY — #5 @ 12" oc 34" DOWELS w/ 9" EMBED 10" SLAB ON GRADE SLOPE PER PLAN THICKENED EDGE FOOTING PER EQ 10" PLAN KEY NOTE SEE PLAN — WPP WALL PARALLEL TO PANELS N.T.S. 7-0" 4" RUBBER WATERSTOP FOOTING DRAIN @ 341.5' #5@8"oc LONGITUDINAL 3" F_ CLR I� EQ PJA WPPA 2" CLR #5@10"oc HORIZONTALLY #6@12"oc VERTICALLY - #5 @ 12" oc 34" DOWELS w/ 9" EMBED 10" SLAB ON GRADE SLOPE PER PLAN 1 1j WALL PER PLAN THICKENED EDGE FOOTING PER J EQ 10" EQ PLAN NOTE SEE PLAN TOP OF WALL SUPPORTING PANEL WSP WALL SUPPORTING PANELS N.T.S. TSPA N.T.S. WSPA ENGINEERING DIVISIO STRUCTURAL REVIEW OF STORMWATER VAULT APPROVED AS NOTED COMPLETED THROUGH PEER REVIEW BY CG ENGINEERING. �' 2/08/2021 SSS Number: s1909015 Project Name: Kisan Vault Owner: Kisan Enterprise LLC Project Location: 22810 Edmonds Way, Edmonds, WA Design Professional: IECO Insight Engineering Co M o tA o 1� LLI r J � a Lon c N J w z O V p1 Lori Ln Ln Ip z � w O V Ln V) O C -Po 1 " .C` isTE�w' #] This space reserved for governing jurisdiction stamps RESUB Jan 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 10/14/2020 REVISED: 12/2/2020 S2 Ln 0 rn 0 ca �I ca Ln Ln v'I 0 _o ('V 20'-8" I I I I I I 10" I I 4' 0" � II 10" 2'-0" 22'-4" 1 10" F TYP 16'-0" RAP REFERENCE CIVIL DRAWINGS FOR THE SIZE & ELEVATION OF THE INLET AND OUTLET WALL PENETRATIONS. (TYPICAL AT "RAP") SLAB SLOPED 1 PER CIVIL, TYP I I ' IT-11" I I I � I 5'-7" I I I I L 2' .6" I I PCs I 52'-0" 50'-11" 4'-0" 10" 108'-o" 19'-0" DETENTION VAULT WALL PLAN 1/4" = V-0" 109'-8" 4'-0" 111'-7%6' 110'-10" T-0" -- — - — - -- - — - — - — - — - — - —T- F — - — - — - — - — - — - — - — - — - — - — - — — — — — — — — -- I 4'-7" 1 1 THICKENED EDGE CONRETE SLAB: 12" THICK BENEATH THE WALLS AND 5" THICK AT THE CENTER OF THE SLAB. USE #4 @ 16"oc EACH WAY FOR SHRINKAGE AND TEMPERATURE REINFORCEMENT. REFER TO GENERAL STRUCTURAL NOTES FOR CONCRETE COVER REQUIREMENTS. REFERENCE CIVIL DRAWINGS FOR ELEVATION. 1 1 oa w� L_ J O vJi J � w KWA DETENTION VAULT FOOTING & BASE PLAN 1/4" = V-0" 113'-03 /" O __r cJn 5: ca V Ln w a jR3nier,G 0 SSSENG 52'-0" 10" �11 WPP Li� I � I � I 4'-0" I KWA .I I I //Ise See redline revisions on civil drawings for revised footing drain plan � I FD LOCATE (4) ONE WAY VALVES 22'-0" FROM THE CORNER, TYP 50'-11" ENGINEERING DIVISION APPROVED AS NOTED `�_ 2/08/2021 STRUCTURAL REVIEW OF STORMWATER VAULT COMPLETED THROUGH PEER REVIEW BY CG ENGINEERING. I I II I� I ' I WPP I I / SLAB SLOPED I ' PER CIVIL, TYP I KWA I I I 2'-0° L— I I 2'-7" 1 I I 2'-6" ---- --� �OLN<C VIEW WATER & SEWER D �CT APPR FOR CON CTION By- Date: SSS Number: s1909015 Project Name: Kisan Vault Owner: Kisan Enterprise LLC Project Location: 22810 Edmonds Way, Edmonds, WA Design Professional: IECO Insight Engineering Co M O V) O 1--1 o J � LU N Lon Ln N w Z E O N" Ln Ln Ip z z � Lon o � � O V �U O NAL This space reserved for governing jurisdiction stamps RESUB Jan 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 10/14/2020 REVISED: 12/2/2020 S3 Ln ca 0 �I ca Ln Ln Ln r\ I 0 r\ 0 ('V DETENTION VAULT PANEL LAYOUT PLAN 1/4" = V-0" ENGINEERING DIVISION APPROVED AS NOTED 'W& 2/08/2021 STRUCTURAL REVIEW OF STORMWATER VAULT COMPLETED THROUGH PEER REVIEW BY CG ENGINEERING. C VIEW WATER &SEWER DIS APPROVM FOR CONS ION By: / Date: SSS Number: S1909015 Project Name: Kisan Vault Owner: Kisan Enterprise LLC Project Location: 22810 Edmonds Way, Edmonds, WA Design Professional: IECO Insight Engineering Co M Q � O H o J Q w Ln [.e) f V J w Z E O ~ U V_ H CC 0) V) p Z � w V7 E O U p1 C N �u7 X O C '0 4 This space reserved for governing jurisdiction stamps RESUB Jan 13 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ORIGIN DATE: 10/14/2020 REVISED: 12/2/2020 S4