2514 RAINIER AVE 2020-04-02 - Laserfiche WebLink

i 4 J REVISIONS -s,! 6 a . --- -- H -- -- 0 10 20 40 VF_LLJ --- - NTS cc 03 G w d COUGHLIN NOTE: 4/4 I - - CONTRACTOR TO RETAIN COPY OF CURRENT EVERETT DESIGN PORTER .....1 I AND CONSTRUCTION STANDARDS ON SITE DURING LUNDEEN CONSTRUCTION.MOST CURRENT PDF VERSION AVAILABLE ONLINE AT: https:IIEVERETTWA.GOVn531/DESIGN-CONSTRUCTION-STANDARDS 801 SECOND AVENUE SUITE 900 SEATTLE.WA 98104 12061 343-0480 4T iAAncmm I o-1 ,,sy-Nw.+Kh. = 4; %t 981+ d. 9/\S I I Iz I 0 p I I Z I ROOF DOWNSPOUT W I GRAVEL PAD FOR PORTABLES SEE ARCH!. •FOR FOR DETAILS EXISTING ATHLETIC FIELD TO Storm Drainage Notes 0 I REMAIN(GRASS FIELD WITH 1. SERVICE DRAINS AND SIDE SEWERS SHALL BE ONE OR MORE OF THE FOLLOWING: UT TO SPLASH A. PVC-ASTM 3034 GDR 35 FOR PIPES 72'IN DIAMETER AND LESS,UNLESS OTHERWISE NOTED. J BLOCKDOWNC I BLOCK CONNECTION SAND BASE AND UNDERDRAINED) 500 SF VEGETATED 0 PER DETAIL v FLOW PATH PER B. SEE CITY OF EVERETT DESIGN ABS CONSTRUCTION STANDARDS AND SPECIFICATIONS CURRENT EDITION.SECTION (TYP)I. _ SPLASH BLODK d-2.311)FOR PIPE MATERIALS AND COVER REQUIREMENTS. 0 lOLF A• I LASH j �rf� SDCO OCK 2. SERVICE DRAINS LOCATED UNDER BUILDINGS MUST BE EITHER DUCTILE IRON ANSI A21.51 CLASS 50 OR PVC SCHEDULE 40. u 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED DRAINAGE CONTROL PLAN IN THE N 1 DOWNSPOUT APPROVED BUILDING PERMIT PLAN SET,WHICH IS ON FILE WITH THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT.ANY FF SPLASH I DISPERSION EXTENSION DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF EVERETT PUBLIC WORKS V W m I I I I BLOCK(YP) FLOWPATH PER PLAN DEPARTMENT. H J I— I I I SPLASH 4. A COPY OF THE APPROVED DRAINAGE CONTROL PLANS MUST 8E ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. !n Ca ii I BLOCK O CI a 75LF6"SD I 5. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED ABS IN OPERATION PRIOR TO CONSTRUCTION OF IMPERVIOUS J �- TEMPORARY SINGLE PORTABLES \28 IF 8'SD. I TOTAL=10 'I ':; SURFACING.THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF THE EXISTING PUBLIC SEWER MAIN AND/OR O C G I 73 LF 6' t --- ;�______ PROVIDE(2)SPLASH BLOCKS PER PORTABLE STORM DRAINAGE DITCH OUTFALL PRIOR TO CONSTRUCTION. O IC W ,,,�_— _ POAS @LES T0l3EREMOVBD 1f4'3EPTfMeER---_ __ 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE INSPECTOR AND ARCHITECT OF ANY DISCREPANCIES.THE CONTRACTOR I ,,; !- .28 LF 5"SO {I 2019(APPROXIMATELY 7YEAR-AFTER SHALL COORDINATE CONNECTIONS WITH THE CITY OF EVERETT. I a PORTABLES CERTIFICATE OF OCCUPANY HAS {- ycc I BEEN ISSUED) A. ALL WORK SHALL CONFORM TO 2017 CITY OF EVERETT DESIGN ABS CONSTRUCTION STANDARDS AND SPECS FOR r cc z —-- I I • I-- Detail I -TYPICd1 Splash Block DEVELOPMENT.AND RESTORATION.A COPY OF THESE DOCUMENTS SHALL BE ON SITE DURING CONSTRUCTION. i i 0 I... I —i II NTS j I I i I ! 7. ALL STORM DRAINAGE STRUCTURES SHALL BE PER CITY OF EVERETT STANDARDS. w Z 1r ''I-II. I 75LF6'SD Ilt 28IFS"SD I I ABOVE-GRADE FLEX PVC I4 RIBBED PIPE; I r - • CORNECTT9 DS(TYE/ 112LF6"SD *EVERETT i= • —— — — — —, PUBLIC — z0LF6 so Legend SCHOOLS 32 LF 6'SD �.. I ! ,I I City of Everett Storm Drainage Notes 3.600 CF DETENTION VAULT(INCLUDING PIPING. x 09.94)3 E-VISI PROPERTY LINE —I�--- I I III I CONNECTIONS.AND MANHOLE/ACCESSREQS) I I !( TO 8E INSTALLED TO PROVIDE FLOW CONTROL `_, STORM DRAINAGE PIPE NAC 1 I I I, I DISPERSION FOR TEMPORARY PORTABLES IN THE EVENT 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED.CONCEALED,OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED.TESTED, - FLOWPATH THAT THE PORTABLES HAVE NOT BEEN ,.., , IN• ®O� YD/CO/C&CB 2M1H AND ACCEPTED BY THE CITY OF EVERETT. pl1 35 LF 6"SD -1 �� REMOVED BY SEPTEMBER 2019.WHICH IS ARCHITECTURE II� 1772F6' Ill SANITARY SEWER ��,;.,,--- APPROXIMATELY I-YEAR AFTER PORTABLES _�_..-, -W.,.�_.- 2. ALL WORK ABSMATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF _��..=_R _,r �� a_ nacarchrtecture.com CERTIFICATE OF OCCUPANCY IS ISSUED. ie4_�4� I 0 wsOOT AawA RAISED PERVIOUS ■� _ DMH SANITARY 81HiC0 2025 FlSET TLE WA 98121300 51.404E 01 824 8. ffi I WALKWAY 125 LF�"S' ��-i ,a S WATER N 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR _AV NUE I SUITE —' - ■�II�. I "" �4.e».a: CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONSAND TO AVOID DAMAGE TO ANY -_, I' Ammi �� I' / ADDITIONAL UTILITIES SHOWN IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE COttFRACTOR SHALL epi N� IMP.,_,_ 4/jp�� —' !i I -_!� '41. �� o ^.ra FHIFDGPNNALVE 0160030-06 84. 1 I 1 I NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO DRAWN LBf __ _ 45 L66'SD �,! T? I I` FI .z./3/ WATER VAULT/METER COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. I I I I I GO0 KNK,SSE I! I- I Connect t0 existing!! I I• PATH7 I 14. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF--WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE S - PRIOR TO STARTING CONSTRUCTION. wtE 3-12-2018 3 I II II H l;II �_ IL--- 113 LF.'SD I — �tLF 6`SB �� ',_36 LF&SD I I I Control S1NCIUT2 3a • L6 L —I - CIVIL SITE k �� SDCO PLAN s z - .._....a-a_,_ V •0