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//a <br /> // a General Notes <br /> GENERAL NOTES: <br /> 1.ALL WORK IS TO COMPLY WITH <br /> THE 2015 INTERNATIONAL <br /> RESIDENTIAL CODE AND ANY <br /> APPLICABLE STATE,COUNTY OR <br /> LOCAL REGULATIONS <br /> SITE ADDRESS APPROVED 2.SITE PLAN: <br /> 2.1.PROPOSED REMODEL <br /> 4715 WEST VIEW DRIVE PUBLIC S D PA TMENT INCLUDES <br /> 2.1.1. 18'X 22'EXPANSION TO <br /> HOME OWNER DISTURBED AREAS LIMITED TO 3' BEYOND THE EAST INCLUDING <br /> NEW MASTER BEDROOM <br /> WITH VANCE &ALEAS AESCHLEMAN PROPOSED ADDITIONS BY 0? IA ANDH BATHROOM.LOSET <br /> 4715 WEST VIEW DRIVE, EVERETT, W o EXCESS EXCAVATION OFF HAULED T011'f�Zd <br /> APPROVED COMMERCIAL FACILITY 2.1.2. NEW WINDOW DORMERS <br /> 98203 CITY DATE EVERETT REVIEWED FOR PERMIT FOR UPSTAIRS EXISTING <br /> BEDROOMS <br /> GVH� Wf� S FXrsioaf RDDF 3.CONTOURS PROVIDED <br /> FLOW CONTROL PLAN DDWNSPOU7 3.1.ELEVATION OF PROPOSED <br /> 1 EXISTING S�EWALK`..T: I '50'_0•• ADDITION AND <br /> Project site falls within the limits of combined = I 5�; •• MODIFICATIONS DO NOT <br /> 1 EXCEED EXISTING HOUSE <br /> 25 ••'. .%�, . f�.•i. �� ::,;;. . STRUCTURE <br /> sewer area. Addition adds more than 200 SF .•':•.� ..•EXISTING;•;• .'••: 4.PROPOSEDADDITIONUTILIZE <br /> e:.�., y ;CONCRETE r1$,7 EXISTING ROOF EXISTING UTILITIES INCLUDING <br /> of impervious surface requiring construction DRMSrvAY: ,': ;. <br /> ••: ,.; ...,.,. �.., •. DOWNSPOUT POWER,SEWER,WATER,WATER <br /> p • Fr <br /> H ''�•;; �• t• g HEATER ANDFORCEDAIRHVAC <br /> implementation of flow control BMP's to , <br /> r��� � SYSTEMS. <br /> achieve flow control performance standards 22 o •�t6' r� gg rr{�r'rEXISTINGr++rrx <br /> v, SHED <br /> 1. Flow Control plan developed following �_ o rr aBLOCK CAPTURING "r r�'''r''i r r 7 ' <br /> the Snohomish CountyDrainage Manual I r r 403 SF OF ROOF <br /> 9 ( C n r r RUNDFFQNGLUDES ..--------- <br /> Volume <br /> III - Hydrologic Analysis and Q EXI LNG SINGLE EXISTING AND IOW <br /> -+ -t FAMILY ESIDENCE� MU 2 <br /> Flow Control BMP's Section 3.1.2 � <br /> Downspout Dispersion Systems (BMP MST PAVER SIDEL �. ' N a a`� � 26� <br /> T5.10B) splash blocks W WATER SERVICE MignMai_ �. 3� - 82• I <br /> 2. Vegetation flowpath meets minimum ti> Qos� <br /> y .o-e -• y ti POTENTIAL STOCKPILE AREA <br /> 501LF from discharge point to the E I— mn+ T *3 OF SOIL IF MATERIAL NOT <br /> downstream property line (west property n(n . 8� DIRECT + OFFSITE <br /> line or any other conflicting surface) MANHOLE W wsouEEN <br /> 3. 2 EA splash blocks provided for new RIM ELEV EXISTING GRAVEL PARKINGNEW 9SPOUT , <br /> e) <br /> 263.50 DISPERSION SPLASH <br /> addition, each handling 403 SF of run um* mSF ac CAPTURING 430 / <br /> water runoff(< 700SF) 260 -- DES E I> <br /> 4. Splash blocks utilizing crushed rock 2' 150'-0>, <br /> wide by 3' long by 6" deep (Figure 3.5 0 2 REVISION 8/11 <br /> Splash Block Dispersion). LEGEND <br /> 5. Proposed addition and splash block is 50' PROPERTY LINE It No. Revision/Iseue Data, <br /> from property line and 70' from City EXSEMENT FENCE LINE <br /> street. FLOW CONTROL PLAN WATEREX SERVICE EX SIDE SEWER SERVICE <br /> 6. Additional impervious water will not tie <br /> EXISTING CONCRETE <br /> into or reach the combined stormwater PROPOSED ROOF AREA <br /> sewer system <br /> 7. No erosion or flooding of downstream <br /> properties HOME REMODEL/EXPANSION <br /> [P:olog <br /> 8. No landslide hazards present .-DD ECEOVE i FA WEST VIEW DR <br /> CHLEMAN <br /> 9. No overlapping of dispersion otherflowpath segments VERETT. WA 98203 <br /> AUG 13 2021 1.) <br /> CITY OF EVERETT. SW <br /> Permit Services 4715 ADDITION <br /> 8/11/2021 C 3 <br /> sm. <br /> 20 SCALE <br />