6315 W BEECH ST 2024 Plans 2026-04-06

Permit#: PW2409-026 Site Address: 6315 W Beech St C A R R 1 A G E HOUSES Owner: Beech GJ Group, LLC AppDes Date: Site 0 Work SECTION 1 TOWNSHIP 28 N RANGE 4 E W. M. Description: Site Work For Carriage Houses (2 Dadus) > > 0 tM�8 qz RIM=4742 -_ - r - - - - - - - - -RIM=473.12'MM- o 5�471.42'(-�")SD SD MoMI SI1M1' PLAT Opp g5 poODS iIM=� �81' 2. S00612000007ESS 000077011 S �I 5 Lx. 5 w�w w �W�w�s o Lx. 5' a Tm1 r, W m R/W o w. Design and Construction standards 3-19.3(1) "New EX. ° PLASTIC LINED driveways installed in areas where curb and gutter _ _ SFR SHED I I CONCRETE SFR STOCKPILE SHED I I N improvements are not existing, and not required to WASHOUT AREA SEE NOTE - LASTIC C VERI G INSTALL / p 9, q (2) KING 3 BMP C123 SILT FENCE VICINITY MAP be installed, shall be paved from the existing edge PARKING PR P. D/w I (BMP C154) ( ) LIMITS OF CLEARING of pavement to the property line regardless of SPOTS (6 7 SF) I TO BED -US TOPSOIL (BMP C233) I MARK W/ORANGE SCALE I" = 2,000' R SDCB-3 SEE NOTE whether the remainder of the driveway on the 3-3 6' CHAIN LINK /W V) 6' AIN- AGGING (4,722 SF) private property is paved" 1.26'( FENCE ED RI _ 71.26'(8") c a o - - - - AS CONSL ENT. 3 IE=47L26'(8) o o NCE MP C103) ,D \G N 88'24'43' E 140.00' - - - --w 5' BSBL COE STQMD CWG 261 X-X X-X X EX. SHED r _ - - 5' 6 X (TYP.) LO GAR HI GAR P p - -I 4Ift�YENCE GRAVEL K EX. (TBR) 4' WIRE FENCE GRA "� . 477.67 478.0E 4 s tiR GE �a .. (733 SIF s s Gyp caRncE _ LEGAL DESCRIPTION I ro 931 SF _ / WESTWOOD PLAT OF BILK 000 D-00 - ALL TRACT 78 _CT BENCHMARK .t W °'_ MFFE ® W/ROOF OH) -CT BEN HMARK ) SO -.�• 478.00 SSMH RI=473.az' W 3 I - 30' o PROP. PATIO RI=473.82' I w 3 a / (�R) i SITE DATA W I vt� 0 Ss (52 SF) \ EX. / SITE ADDRESS: 6315 W BEECH ST. EVERETT, WA 9820:; Fw w EX. -�� _ y SFR d l I N - W TAX ACCOUNT : CITYO-EVER078-00 Ex. WATER w PROP. SFF� ��.a WATER SUPPLY: CITY OF EVERETT ME R = 0061200000780E _ EX. 3 WATER EX WALK TBR z / I SEWAGE DISPOSAL: CITY OF EVERETT V coNc WALK .. WALKWAY ME R \ V I _ OR REPLACED " / I GROSS SITE AREA: 0.23 ACRES W 1 EX LO GAR (42 SF) W EX. CONC WALK ZONING' R-2 m P180PSF AVE _ 477E79 m 8"TALL CONC BLOCK 8"TALL CO C BLO K 477.46 M W UJ O RETAINING WALL ( ) N O 3 RETAINING WALL APPL OWNER 1s' � � v � - � ICANT FENCE 36, _ I \ FE OOD ^ / m HI GAR \ a I / WILLOW 120 LLC ss EX WOOD FENCE Ex WOOD FENCE 12414 HWY 99 STE 201 ouno 3 _ �s -��s _ _ an.79 - (DILAPIDATED) ouND �\ 3 - I / .`LAPIDATED) EVERETT, WA 98204 7NUMENT IN CASE 5 �~�- _ JNU VENT IN CASE S �5 / - 751TION ER PLAT 1. N - ---« (6/7 024) S 88' '43" W 140.00' O' QSI TON F/7 PLAT \ FIRE HYDRAN EX. PROP. DADU o A (s/7 G24) FIRE HYDRANT EX. I CIVIL ENGINEER 3 SHED EX. \ I SHE I EX. OMEGA ENGINEERING, INC. d DADU CONNEC (790 SF SHED I I a EX. FLOwT SHED TO ON SITE 1,027 SF FOUND \ \ - FOUND 2707 SMORE AVE.RIM- -1 REBAR & YEu 1 jSDCB-1 ARROWS (TYR.) REBAR & YHu 2707 WETMORE V W R SERVICE EX. CONC W ROOF OH \ EX- CONC RIM- 72.72' / ) STAMPED "FW 1 RIM=472.72' \ i, STAMPED "Fw' EVERETT, WA 98201 o E=4 .02' 8" EX PATIO ("- I 0.13'WEST & I o \ =471 02' 8' EX ) PATIO (TBR) I o.13'WEST & - 3 ( SFR CONNECT SIDE SEWER OF CALCULATE I / ( SFR / OF CALCULATE 425.903.4852 FROM NEW DADU TO EX. (6/7/2024) A / / (6/7/2024) F. 425.259.1958 ON -SITE SIDE SEWER WITH I I I ALL GO AT - SSCO -I INK Ex. / CHAIN -LINK I ROPER LINE�cE CB INLET y ENCE PROTECTION ( YR.) EV`TT� ONTRACTOR T UPGRADE _ City of Everett Permit Services LOT 79 \ I (BMP C220) T REVIEWED FOR CODE COMPLIANCE SIDE SEWER CO TO 6" FROM o00007900 _ �� 00612 \ 3 ^' / CONNECTION By Review Discipline: Public Works ANY Reviewer: THerman MAIN TO NEW C AS NECESARY IF'� _ PORTION IS FOUND- --`S _ _ � - m ss � - � �� Date: 05/29/2025 - LESS THAN 6". _ - I �s --- --�_ - Review Status: Approved for Permit I�5 � 3 SITE PLAN EROSION & SEDIMENTATION CONTROL NOTE: SWPPP T.E.S.C. LEGEND L APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE -X- SILT FENCE BMP C233 (COE STD DWG 214) AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, CLEARING LIMITS PER BMP C103 - HIGH VISIBILITY FENCE TOPSOIL/STOCK PILE NOTE: EXISTING SOIL & VEGETATION NOTE: REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE EROSION & SEDIMENTATION CONTROL NOTE PILES ARE TO BE COVERED W/ THE SOIL ANALYSIS FOR THIS APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND (CONTINUED): O CB INLET PROTECTION BMP C220 (COE STD DWG 210) PLASTIC SHEETING WITHIN 24 HOURS. PROJECT FOUND THE EXISTING SOILS VEGETATION/LANDSCAPING IS ESTABLISHED. TO BE URBAN LAND COMPLEX, 8 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY 15. DESIGN'TON STALL, IMPLEMENT, AND MAINTAIN EFFECTIVE POLLUTION CONTRACTOR TO INSTALL SILT PERCENT SLOPES WITH A DEPTH TO FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO PREVENN MEASURES TO MINIMIZE THE DISCHARGE OF POLLUTANTS. WATER TABLE ENCOUNTERED 18 TO 36 DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING FENCING WHERE NECESSARY ALONG 16. PROTECT ALL LID DIMES FROM SEDIMENTATION THROUGH INSTALLATION AND INCHES BELOW GRADE. THE SITE IN SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF PERIMETER IF VEGETATIVE BUFFER CONSTRUCTION. MAINTENANCE OF EROSION AND SEDIMENT CONTROL BMPS ON PORTIONS OF DRAWING INDEX DOES NOT PROVIDE ADEQUATE THE AREA OF DISTURBANCE THE SITE THAT DRAIN TO THE LID BMPS. CURRENTLY CONSIST OF LAWN, A SFR, 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH 17. COMPLIANCE WITH SURFACE WATER QUALITY STANDARDS MEANS THAT 1) COVER SHEET &SWPPP PROTECTION. GARAGE, SHED, AND COOP, WITH AN ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT STORMWATER DISCHARGES FROM THIS SITE WILL NOT CAUSE OR CONTRIBUTE 2) DRAINAGE PLAN & SOIL AMENDMENT PLAN EXISTING GRAVEL DRIVEWAY. SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, NOTE: ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. TO A VIOLATION OF WATER QUALITY STANDARDS IN THE RECEIVING WATER. A BOUNDARY AND EXISTING DRAINAGE FEATURES ARE 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR TOPOGRAPHIC SURVEY HAS APPROXIMATE AND BASED ON SITE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES BEEN PERFORMED FOR THIS OBSERVATIONS. SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT PROJECT. SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY AFTER STORM EVENTS. GRADING QUANTITIES: 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM CUT = 100 C.Y. OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. FILL = 100 C.Y. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE LOT COVERAGE BY BUILDING CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN GRADING QUANTITIES ESTIMATED BASED THE WATER INTO THE DOWNSTREAM SYSTEM. LOT SIZE = 10,019 OF = .23 ACRE ON CURRENT SITE INFORMATION & 9. STABILIZED ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF PROPOSED DADU'S= 1,958 OF LOT COVERED By BUILDw05 = ASSUMED EXCAVATIONS NECESSARY FOR CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL 1,958 SF BLDG / 10.019 SF- .195 PROPOSED IMPROVEMENTS. MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR X 100% THE DURATION OF THE PROJECT. -19.5% BUILDING LOT 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND COVERAGE SEDIMENT TRACKED OFF THE SITE. 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING SURFACE TOTAL AREA - 0.23 AC WATER BODIES IF THE PROPOSED BMPS FAIL. IMPERVIOUS AREA SUMMARY TABLE 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED FOR PGIS (so NPGIS (sf) TOtal (Sf] NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO MORE THAN New + Replaced 978 2 052 3 030 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 13 NOTIFY THE CITY PUBLIC WORKS INSPECTOR AT LEAST 24 HOURS PRIOR TO DEWATERING N (e� Know what's below i Call two business days before you dig IIIII 40 HORIZONTAL SCALE PROPOSED BUILDING LOT COVERAGE: 19.5% ACTIVITIES. HANDLE HIGHLY TURBID OR OTHERWISE CONTAMINATED DEWATERING WATER TOTAL BUILDING LOT COVERAGE: 27.9% SEPARATELY FROM STORMWATER. MAXIMUM BUILDING LOT COVERAGE: 40.0% 14. THE APPROVED PUBLIC WORKS PERMIT AND SWEEP SHALL BE RETAINED ON SITE OR READILY AVAILABLE TO THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT. 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