4841 GLENWOOD AVE 2021-06-09 - Laserfiche WebLink

f-1 SW1/4,SW1/4,SEC36,T29,R04 CITY OF EVERETT, WASHINGTON C NOTES: P/L 1. Reference Riley Group Geotechnical Report 1 9.0' August 21, 2019 Ms. Isha Daromy 1501 150th Place Southwest _ 14.5' Lynnwood, Washington 98087 RE: Geotechnical Recommendations 4841 Glenwood Avenue ton REVERSE SLOPE RGIrett PojectsNohin92016-072 6" CURB & GUTTER 2. "Accordingly, for excavations more than 4 feet SAWCUT NEAT but less than 20 feet in depth, the temporary side RELOCATE ECO—BLOCK slopes should be laid back with a minimum slope — LINE DRIVEWAY inclination of 1.5H:1V Horizontal:Vertical in the rn TO DBL WALL BASE�r —1 ( ) LU I I i existing fill and 3/4H:1V in the native soils. In all cases, however, appropriate inclinations will depend II on the actual soil and groundwater conditions 0 _ III- —I-——T"% encountered during earthwork. Ultimately, the site Z - r contractor must be responsible for maintaining safe _ ' � �' excavation slopes that comply with applicable OSHA wFULL FLAT TOP BLOCK v 1 , . 1=I I =I I II I I IIIII I III—I I II I L�!J or WISHA guidelines." AT TOP COURSE I -H 3. "RGI anticipates that the native soils will be — TOW EL 207.9' n I I I—�I I—III—III I—I I I I I I—I I I—I I—I reusable as structural fill provided they can be _ I —I I—III I I J I }I-111'�I -1 �I I 6" COMP. CRUSHED moisture conditioned and compacted. The native I I,--4--E_ I 111—I� 1 I III—III-� ROCK BASE COURSE soilsn ion moisturedryi sensitive and will require moisture .°^p� ,� � conditioning (drying out) prior to use as structural 1 MAINTAIN STABLE fill. In order to maximize utilization of site soils I—I I IT'I I I-III—III—III—III—III-L— as structural fill, RGI recommends that the n '�. "` ' ' ! 1- r— ESCAVATION BACKSLOPE earthwork portion of this project be completed • i-rr�... • i—I I11-III—III—III—III—III-i/ during extended periods of warm and dry weather if ' ° I I I I I—III—III—III-III- possible." 6.0' TO GRADE I 4°'."5 I i— ;/, CLASSIFIED BACKFILL 1 0 .' • 84v:°�4-I ICI I I—III—III—III— 4. "The permanent fill slope above the wall should • °.. III COMP. TO 92% D-1557 be graded with o finished inclination no greater ESTABLISH UNIFORM TURN 2ND BLOCK ..... r °D''',4411III—I I / than 3H:1V. Upon completion of construction, the .'-'1-'‘... /'TT1 ;o I I 1 —I slope face should be trackwalked, compacted INTO BACKFILL •"'" '7 7_ _ and vegetated, or provided with other physical GRADE w/ FLOWER BED ;:l D �.$�1I I I-III-III— P p • e '''Lair ?—III—III I/ means to guard against erosion. All fill placed for d �I" _— , FREE DRAINING BACKFILL WRAPPED slope construction should meet the structural fill DOUBLE 1ST BLOCKS ''a .• •4:1 �_ _/ IN GEOTEXTILE FABRIC BEHIND WALL requirements as described above." ON LEVELING COURSE I' -�TT, - TT. k b '(—III—I'' `" j—III—I/ DEVELOPMENT DATA: • '.' • qD .'^p -I I� 111-SNGIE FAMILY 6" CRBC COMPACTED '.° ICI I I—I I PROPOSED:VOLUME: REBUILD ECOL/TOOT RETAM'WALL TO 95% D-1557 ...' .° ' - _I IT- I/ IMPACTED SITE AREA• 3.000 SF(a07 AC) �TT1. ,-Tr, 1—I ' ENGINEER CONTACT: ., CONSULTING I 4" MU3ILTE 4 PERF—PIPE IN SOCK WA 96276 �447-8753 TIE TO EXISTING CB N' 6 .. TIGHTLINE TO EXTG. CB ANTNAEOGMML COM GEOTECHNICAL CONTACT: 1752 RILEYTM Y NE BOTHELL WA 98011 6" PVC DRAIN SET IN NKIIELL0l�r'-GROUP.COM CONCRETE w/ (4) #4 PROPERTY OWNERS: US BANK TRUST NA TIEE 0/4 SLAYON HOMES DERETT.WA 98208 425-212-2007 CHADCQLAYIONHOMESCOM ''o'S;-'p LEGAL DESCRIPTION.I : 1 �NSif/L L.(- Y`;<f a cr4, SEC 36,DIP 29 RGE 04RT-16A-)BEG AT NE CN OF SWI/4 SWI/4 1H S 100E7 TPB TH CONY S 160FT TH W 660FT TH N ' 160F7 TH E 660FT TO TPB LESS 30FT RD ON E LESS FOLG PT BEG NE COR SW1/4 SWI/4 TH S 200FF ALG E IN TO 7PB TH S ' 16iJ� 'rA 60FT TH W PIT N IN 160E7 TH N PLT E IN 60FT TH E PLL TO N �GfS o, IOOF'F To TP8TO�7H S IOOOFT TH W PLL O FIN S LESS BEG NE COR /D45UB 16OFF TH N WALL SECTION SITUALN TE E E THEFT TO Y O SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON CITY OF EVERETT TAX ACCOUNT NO: SITUS ADDRESS: N TS PERMIT SERVICES 29043600302000 4841 GLENW00D AVE APPROVAL FOR CONSTRUCTION EVERETT,WA 98203 BY: _ R/W PERMIT NUMBER: UTILITY CONFLICT NOTE: RETAINING WALL RECONSTRUCTION PLAN FOR: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFTNG THE LOCATION, MARMAD U KE ISHA DARAMY-BOUDAD DIMENSION AND DEPTH OF ALL DOSING UTIUTIES,WHETHER SHOWN ON CALL TWO (2) THESE THE PLANS OR NOT,BY POTHOLING THE UTIUTIES AND SURVEYING CONSULTING SW1/4,SW1/4,SEC36,T29,R04 HORIZONTAL MD VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. (360) 447-8753CITY OF EVERETT, WASHINGTON y BUSINESS DAYS THIS SHALL INCLINE CALLING UTRJTY LOCATE Al 1TIONS 24-5555 AND A THEN POTHOLING ALL INDICATED CRUDES AT LOCATIONS OF TRENCH DRAWN BY: DATE MASON DATE PY/Eelt SCALE 5,% P F N: BEFORE YOU DIG CROSSINGS TO PHYSICALLY LEROY WHNOT OR NOT CONFLICTS COST. RAM 19AUG19 01 28AU0 R.MARMADUHE NOTED LOCATIONS OF PRIVATE UTILITIES ARE NOT SHOWN ON THESE PLANE IF ANTHAE360 LLC, a WA 8832 1-800-424-5555 DOUSES ARE DISCOVERED CONTACT 7HE LOCAL UTTUTY RIPRESENTAIINE POB 1404, MUKILTEO, WA 98275 DRAWING FILE -- JOB REFERENCE SHEET NO I FOR UTILITY TYPE UNCOVERED,TO RESOLVE CONNCTS WITH NEW WORK. ,90180ARAMY 4841 GLENWOOD 2 OF 3 L