6708 CADY RD 2025-03-31 - Laserfiche WebLink

PORTION OF THE SW, SEC 6, TWN 28 N, RGE 5 E, W.M., CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON 0080340000-1800 I\ 100400000002S03 00400000002602 004000 10002`0s l ------------- wM WM N90'00'00"W 31577' - - - s s 5 5 - - 5 iTY LINE ES 3 a 47E-�/ TIMATED POWER TRENCH,TYP -'e NIGHT oesaemc FENCE s s \ 3"DEPTH CRUSHED SURFACE ADA COMPLIANT / TOPPING COURSE FROST-PROOF SAWCUT LINE TYP REPLACE FENCING WITH l I HOSE BIB PER IN-KIND MATERIAL 10'VEGETATED DETAIL ON I FLOWPATH THIS SHEET Q m o I I ---- ACTUAL POWER CONNECTION LOCATION ,T ______ ______ __ ___ ___ ______ ______ _____ ______ FA TICOORDINATEDNHCHURCH _____ TO BE PLANS FOR BUILDING PLANS,TYP 1 1 CILI REPRESENTATIVE \\ I ` U) z AL H I UAL _ ^ 1KAM ==T=======i - SIDE SEWER CONNECTION \ ZO o SILT FENCING,TYP __ ___ ___ _ _____________ ___ 1---w w N=263.58, E=1533.09 \ (!1 R. 1/2"0 HOSE BIBS -T NEW 6'FENCE REPLACING EXISTING 1 1 ASSUMED IE-472.75 ) wM 3'FENCE.SEE ARCHITECTURAL 1,' 1 TAP INTO EXISTING 6" CONCRETE wNT PLANS FOR FENCING DETAILS. s s SIDE SEWER WITH 6"x6" TEE / I '� SCALE: 1" = 20' w 1, --- --------- ---------� _____ =r1----- I CLAM - 1?' " CHURCH BUILDING 20' 0 20' 40' w 10• ' • w 1 72 LF 6"PVC S=0.0197 W N a ESTIMATED SERVICE LINE LEGEND o ' 1 SSCO-1 \ LOCATIONS CONTRACTOR TO I I / _....CLEAR IBO BOARD.... HOSE 730�OB00301%00 ,� V 1 N=263.58,E=1460.67 s CAREFULLY DIG TO FIND PROTECTED AREA CLEARING LIMITS T 1' 1/2"0 GSP PIPE RIM=476.75 EXISTING LOCATIONS FOR / (ABOVE GROUND) LL 1 C`�' -B IE=474.17(6.0)IN S SEWER AND WATER SERVICES. IE=474.17(6.0)OUT E TAP INTO EXISTING \ pp' 45 / SILT FENCE r - / \ s SEWER SERVICE POLYETHELENE WATER SERVICE LINE ` \ X R/W EX R/W i m B WATER SERVICE LINE E a o 1 10'VEGETATED - 1i \ .F Q: PER COE STD DWG 501 WATER SERVICE o 1 FIT WPATH �" 1 ^'^ I C\17 ---------------- POWER TRENCH FROM-FROST-PROOF HOSE SEEBIB PER I I _ I I FULL DEPTH ASPHALT 1 f \ SSSMH 40'BSBL 1 ' 2 LF 6"PVC 5=0.0200 w � - 3/4"POLY(UNDER GROUND) ____ _________ _ _ / I I /0 a 52 LF 6".PVC 5=0.0196 "p pl \ 3 I I / 0 GRAVEL c c �� SSCO-2 T T - HOSE BIBB DETAIL SSOO-4 Wm/ - - --- d N=224.71,E=1417.02 N=214.66,E=1442.63 / I 'T .� w CONCRETE •bo ". Il:;l i.J SEE ENLARGE) 7 RIM=477.25 ( RIM=476.71 I I \Y 0 /7/T///Tl� m W a LL GRADING AREA IE=475.73(6"0)OUT E `. IE=475.19(6"0)IN W VEGETATED FLOWPATH -'-- BELOW IE=475.73(6"0)INN - I IE=475.19(6"0)OUT N 23 LF 6"PVC S=0.0200 ^/ 5 LF 6"PVC S=0.0160 2 LF 6"PVC 5=0.0200 o-3 5 EXISTING STALLS LABELED o I. EARTHWORK QUANTITIES 8 e s GGo 6'SIGHT OBSCURING FENCE ALONG PROPERTY NNE ( .-ITER r SEE`ITS IT 1r �as HU � r. CUL• 250 CY N=216A9,E=1437.97 6 N900000W� 150.00 RIM=476.79 FILL: 0 CY r 3 - IE-475.27(6.0)IN W Wes- I DISTURBED AREA: 8,655 SF(0.20 AC) IE=475.27(6"0)OUT E w- o I CUT/FILL ESTIMATES ARE FOR PERMITTING 230-50000303200 I 00400000002300 I IE=475.27(6.0)INN w i I PURPOSES ONLY. CONTRACTOR TO RUN EARTH r' _ I CALCULATIONS FOR SPECIFIC DATA. ,p3 GRADE TO DRAIN AWAY FROM / _-- NOTE FRONT DOORS AND TO EDGES GRADE TO DRAIN SURFACE OF GRAVEL AREA FOR TO EDGES OF GRAVEL FOR / -- I DISTURBED PERVIOUS AREAS ARE TO BE STORMWATER DISPERSEMENT DISPERSION -47s- 1 I UNDERLAIN WITH BMP T5.13 SOILS. SEE SHEET a FH / DT-01 FOR NOTES. 7 - MG ------ QI �� / --- 477.32 477.96 476.50 I y.. I I Q I 1 I cHuecH�uILDINc 1 � W^ PAD=477.48 PAD=477.96 PAD=477.48 PAD=477.00 PAD=476.50 I / 00400000002000 I\ i of V ,= 477.00 476.800 _ � a ' 0 "z a% .� fox 2 DX _ 477.00 1 - / 1 _______________ __ W 1 _ 476.93 476.90 O 0 / J 476-98 575� MG E�. 1 477.72 ._ _ 0 � E� MG HIGH POINT `.0% 20�__HIGH POINT__ MG l / MG _ -O I'11Z 1 / ( I C PAD=477.88 PAD=47&36 PAD=477.86 PAD=477.40 Js�sbb / f\ �06\ I I//�\I I o_ 0 0 0 0 0 477.52 �- �. /A O� A / \ o 0 0 LL5 o� _- i o/ x VA��A��A�\��A�\��\// X: L 3" HMA CL 1/2" PG 64-22 476.34 - 11 / I 4" CRUSHED SURFACING LLL 476 26Z' r PAVcD PAFQNG ...r r BASE COURSE E 476.26 SUBGRADE 'R �� o QQ/ /'qpa o � _r _r;• /. i I w ✓ °j�rs -7 ASPHALT PA SECTION SECTION Z o �4 �477.88 MG / _ H ` 9 2 LL � GRADE TO DRAIN SURFACE - E a TO EDGES OF GRAVEL FOR DISPERSION _ I� Q 5�b N89 JO'01"W 135.38' 7J 3 ADA-COMPLIANT BATHROOM FACILITIES w 4" CEMENT CONCRETE, MIX w w3 w w / w W w PER COE STD DTL 312 P. ;73 / o 4" CRUSHED SURFACING BASE COURSESUBGRADE ep.a ENLARGED GRADING AREA w N w w MADWSON ST w W w w CEMENT CONCRETE SIDEWALK SECTION 56M 4 SCALE: 1"=10' \^ - -- NOT TO SCALE `Or.• �cisasa� 5 S �SSIONAL ECG �Wry� ADA RAMP NOTES SSMH 55MH /- SS H Y Oi MINIMUM 4'x4' LANDING NOT TO EXCEED 2% RUNNING OR o s- CROSS SLOPE. /J/ JOB NUMBER: C23-135 .iE _ DRAWING NAME:C23135C-SP-PL Q2 ALL SIDEWALK RAMPS SHALL NOT EXCEED 8.33%WITH 2% MAX < // DESIGNER: TPA CROSS SLOPE. --- ____ ____ DRAFTING BY: BJN ---- ----- // - �! DATE: 6-16-23 3. ALL SIDEWALKS CROSS SLOPE TO BE 1.75%t 0.25%. 003J3300000802 I 2 0_707-002 O_o00 I 7rOJ30700_70%,�0 � / 7 i SCALE: 1"=20' 4. ALL CURB ELEVATION AT FLOWLINE UNLESS OTHERWISE NOTED. UTILITYNOTE DISCLAIMER 7 JURISDICTION: EVERETT 6.GB: GRADE BREAK THE CONTRACTOR SHALL VERIFY THE TOPOGRAPHIC SURVEY WAS NOT PREFORMED. LDC, INC. (LAND LP: LOW POINT LOCATION OF ALL EXISTING UTILITIES DEVELOPMENT CONSULTANTS INC.)ASSUMES NO LIABILITY AS TO THE S P 01 HP: HIGH POINT PRIOR TO ANY CONSTRUCTION. ACCURACY AND COMPLETENESS OF THIS DATA.ANY DISCREPANCIES FOUND Call 2 Business Days Before You Dig _ BC: BOTTOM OFTO: TOP OF RCURB WITHIN A REASONABLE B AGENCIES INVOLVED HTIME ALL BPRIOR TO NOTIFIED FIELD£SHOULD EN T BE BROUGHT IMMED14 E Y IS SHOWN ON THE STO THE ATTENTION OF AND WHAT IS NOTED I THE 811 or 1-800-424-5555 MG: MATCH EXISTING GRADE THE START OF CONSTRUCTION. ENGINEER. Utilities Underground Location Center SHEET 2 OF 4