9010 4TH AVE W 2020-06-15 - Laserfiche WebLink

- SECTION 13, TOWNSHIP 28 N, RANGE 4 E, W.M. 811 . SWPPP SUMMARY: APr CI \ ELEMENT 1- PRESERVE ELEMENT 10- CONTROL DE-WATERING: Know what's below. �` VEGETATION/MARK CLEARING LIMITS: DE-WATERING IS NOT EXPECTED FOR Call two business MARK LIMITS OF DISTURBANCE (BMP THIS PROJECT. 00541300000500 00541300000600 v� \ - w 0103), PRESERVE NATURAL day- -�-f �r I VEGETATION (BMP 0101). ELEMENT 11- MAINTAIN BMP'S: SL`_'i� EX. PAVED I EX. CATCH BASIN, I I THE CONSTRUCTION SUPERVISOR WILL D/W TO BE INSTALL FILTER %INSTALL • SCS ELEMENT 2- ESTABLISH BE RESPONSIBLE FOR MAINTAINING MAR Z 9 2019 -SILT FENCE USED AS SOCK �`." ,/---- CONSTRUCTION ENTRANCE: BMP'S DURING CONSTRUCTION AND CONSTRUCTION 1 IF NEEDED/ / 1 USE OF CONSTRUCTION ENTRANCE WORKING WITH THE CITY TO RELOCATE - ENTRANCE (BMP C105). OR ADD BMP'S AS NECESSARY. CITY OF EVERETT \,� — I l Permit Service�_��{ I C • 00392300001024 ELEMENT 3- CONTROL FLOW RATES: ELEMENT 12- MANAGE THE PROJECT: ?( LC�( 5 S�`a►II W W W THIS PROJECT IS BELOW THE IT WILL BE THE RESPONSIBILITY OF �N 1/l THRESHHOLDS REQUIRING FLOW THE CONTRACTOR AND DEVELOPER TO la4r 90TH ST SW \ W to t�f I CONTROL FOR THE PROJECT. MANAGE THIS PROJECT AND Ltd 1 1I o ) COORDINATE WITH THE CITY SS SS SS SS SS SS SS cS I r ELEMENT 4- INSTALL SEDIMENT INSPECTOR AND ENGINEER. �MC. Eq. 1�0 D S6 SD SLs.. - SD PROP." o� CONTROLS: i PAVEMENT s BMP C105 (CONSTRUCTION ELEMENT 13- PROTECT LOW IMPACT I'' • -.\. _� ±85' • U I �. ENTRANCE), VEGETATIVE BUFFER (BMP DEVELOPMENT BMP'S: TIGHTLINE ROOF _ Zc � �0 RUNOFF TO , T"� `3.5d in C102), SILT FENCING (BMP 0233), NO LOW IMPACT DEVELOPMENT BMP'S `€rs-r G=am TE#- - 1,�� 1 RETENTION OF EXISTING VEGETATION ARE BEING PROPOSED FOR THIS BAs►1•1 - -16ti EDa:,DIV.a< cy _ 3—_ SD i 7-- (BMP C101) PROJECT. APPROVED SR-AEN 6�ecrs A l / PUBLIC WORKS EPA DENT � DEV. FLOW ` a ` I'- — - �, ARROWS 27' '. r ,—t20( TOPSOIL ELEMENT 5- STABILIZE SOIL: (TYP.) H p 63'------.-- I SEE NOTES I// STABILIZATION TECHNIQUES MAY BY I . ;:;I I t/ INCLUDE BUT NOT LIMITED TO D ' : S B � . � i J"90 8S -c,4) ��c .` 00392300001005 MULCHING (BMP 0121), PLASTIC DATE > EX. STOCKPILE SHEETING (BMP 0123 , OR I r' I_ SEE NOTE ) CITY OF EVERETT REVIEWED FOR PERMIT GARAGI€ CI x I i< HYDROSEEDING (BMP 0120). 1N6.1196.3- Ot$ 28041300206200 \I (TBR.)o 280 006060 I b �� 1 \�� ELEMENT 6- PROTECT SLOPES: OWNER/APPLICANT i I = S I_ ALL DISTURBED SLOPES ON-SITE HAACK BROTHERS INC. LIMITS OF CLEARING I— • DURING CONSTRUCTION ARE REQUIRED 9012 4TH AVE W MARK W/ ORANGE) PORCH ±110' PjROP I .< C (v I f TO BE PROTECTED WITH MULCH (BMP EVERETT, WA 98204 FLAGGING (6,948 SF)\ SFR. Go ITI r 0121) OR OTHER MEANS AS SPECIFIED \ �� CC I IN THE CONSTRUCTION SEQUENCE LIKE CIVIL ENGINEER APPROVED 28041300205900 G ` SURFACE ROUGHENING (BMP 0130). OMEGA ENGINEERING, INC. PLANNING & COMMUNITY E/._ 0039230000-1097NO CONCENTRATED OR SIGNIFICANT AMOUNTS OF SHEET FLOW WILL BE JOSEPH SMEBY, PE DEVELOPMENT DEPT. 2707 WETMORE AVE. �" • (( SIDEWALK \ o I / DIRECTED TO NEW CUT OR FILL BY 1 i I I ( SLOPES DURING CONSTRUCTION (BMP EVERETT, WA 98201 0206) 425.903.4852 DATE -b-21-11 F:425.259.1958 TOPSOIL/STOCKPILE NOTE: BUILDING HEIGHT CALCS ELEMENT 7- PROTECT DRAIN INLETS: PILES ARE TO BE COVERED W/ SIDE EX. ELEV. EXISTING FEATURES NOTE:NO SURVEY HAS BEEN PREPARED FOR THIS THE EXISTING CATCH BASINS WILL BE LEGAL DESCRIPTION PLASTIC SHEETING WITHIN 24 HOURS. A 584,9 PROTECTED WITH A FILTER SOCK, AS SITE. ALL EXISTING INFORMATION SHOWN IS NEEDED. B SEC 13 TWP 28 RGE 04RT-30D) BEG SE COR OF E1/2 584.0 FROM OTHER CONSULTANTS OR BASED ON SITE SE1/4 SE1/4 NW1/4 TH N 561 FT TH W 40 FT TO POB CONTRACTOR TO INSTALL SILT C 586.1 FENCING WHERE NECESSARY ALONG OBSERVATIONS OR APPROXIMATED FROM ELEMENT 8- STABILIZE CHANNELS TH N 72. 2 FT TH W 126 FT TH S 72.2 FT TH E 126FT D 587.5 INFORMATION AVAILABLE ON THE SNOHOMISH PERIMETER IF VEGETATIVE BUFFERAND OUTLETS: TO POB. LESS RD R/W TO CITY OF EVE PER SWD REC DOES NOT PROVIDE ADEQUATE AVG ELEV.=2342.5'/4=585.6' COUNTY WEBSITE AND MAP EVERETT GIS. NO NEW CHANNELS OR OUTLETS ARE 9901070270 CORR AFN9902020471. PROTECTION. MAX. BLDG HT.=585.6'+28' =613.6' PROPOSED FOR THIS SITE. ACTUAL BLDG HT.=585.6' +23,6 = Got EXISTING DRAINAGE FEATURES ARE BUILDING LOT COVERAGE:24.2% APPROXIMATE AND BASED ON SITE ELEMENT 9- CONTROL POLLUTANTS: SITE DATA OBSERVATIONS. NO OUTSIDE CHEMICALS AR SITE ADDRESS: 4XX 90TH ST SW, WA 98204 TOTAL AREA-0.21 Ac EEXPECTED TO BE NECESSARY FOR TAX ACCOUNT NUMBER: 28041300206000 HARD SURFACE AREA SUMMARY TABLE GRADING QUANTITIES: N THE CONSTRUCTION OF THE PROJECT. PGHS (sf) NPGHS (sf) Total(sf) CUT = 70 C.Y. Removed 458 852 1,310 979 3,264 FILL = 70 C.Y. MEGA SITE PLAN Replaced 0 128 128 GRADING QUANTITIES ESTIMATED BASED (i) ENGINEERING, INC. HAACK-4TH AVE New 105 1,758 1,863 ON CURRENT SITE INFORMATION & New+ Replaced 105 1,885 1,990 0 20 40 2707 Wetmore Avenue DATE JOB NO. SCALE SHEET Total Hard Surfaces 1,932 1,885 3,817 ASSUMED EXCAVATIONS NECESSARY ;�� Everett WA98201 FOR PROPOSED IMPROVEMENTS. "°RI2°"T"`s°"� (0)425.903.4852(f)425.259.1958 10/24/18 18-0903 1" = 40' 1 OF 1 PFN: