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 mul v s i, n 003J34000 0 13 0 0 I\ 100400000002S03 00400000002602 004000 10002`iD-1 ------------- wM -.AM- - pCRp C O I 1 11 I I s N90'00'00"W 31577' s s s s s W ES tll m / - / \ 6'SIGN T,TY LINE < -47s-�/ TIMATED POWER TRENCH,TYP •>(D / // -6 SIGHT OBSCURING FENCE \ 3"DEPTH CRUSHED SURFACE ADA COMPLIANT s s s LO fS / / TOPPING COURSE FROST-PROOF SAWCUT LINE TYP \ REPLACE FENCING WITH I HOSE BIB PER IN-KIND MATERIAL 00 (D N l 10'VEGETATED DETAIL ON A CL A FLOWPATH THIS SHEET ACTUAL POWER CONNECTION LOCATION <• PLANS FOR BUILDING SILT FENCING,TYP 1 ------ --- ----- ------ ------ ----- ------- , - - ---- ---- �10 TES REPRESENTATIVED NTH CHURCH `/\ I cn g I,� Z� PALLET SHELTER.SEE ARCHITECTURAL I � - 1 CILI REPRESENTATIVE .� Z z D CD \ SIDE SEWER CONNECTION \ I 0 O C. - --- ---�---w---------w---- --- -- - N=263.58, E=1533.09 \ R R. 1/2'0 HOSE BIBS 1 1 ASSUMED IE-472.75 ) wM 0 1 1 TAP INTO EXISTING 6' CONCRETE w I NT s � s SIDE SEWER WITH 6"x6" TEE / I 0 SCALE: 1" = 20' w 1 --- ---- --------- --------- ----- -rf =__- I CLAM 1 - A B required on waterservice 1 DCV ackflow 1 3 20' 0 20' 40' � _ prior to connnectio to yardhydrant and / 10 72 LF 6"PVC S=0.0197 -- - W laundry unit.See COE Standard Plan 520 \ ' y w HOSE r I ,� 0 1' ;� 2p 1 SSCO-1 '��• ESTIMATED SERVICE LINE / I I / LEGEND o = \ LOCATIONS.CONTRACTOR TO l I /_�_ _....CLEAR NG AREA.... 900�Of 00301`00 1 UT °/B 1 N=263.58,E=1460.67 s CAREFULLY DIG TO FIND PROTECTED AREA CLEARING LIMITS RIM=476.75 )E- SILT FENCE 1/2"0 GSP PIPE >`" � j IE-474.17(6'0)IN S EXISTING LOCATIONS FOR / (ABOVE GROUND) o LL 1' -.- � SEWER AND WATER SERVICES. IE=474.17 60 OUT E �, / ( ) TAP INTO EXISTING \ 20 25' � r - / \ s SEWER SERVICE o 1 - e 1 164 LF 3 4-POLYETHELENE WATER SERVICE LINE WATER SERVICE LINE \ EX R/W EX R/W i Q: wo 10'VEGETATED - 1i \ .F PER COE STD DWG 501 \I I I / w WATER SERVICE 1 FLOWPATH �" 1 L, ^'^ I C\17 ---------------- POWER TRENCH DETAIL ON THISHOSE BIB PER I 1 0 _ I I FULL DEPTH ASPHALT 1 f \ SSSMH 1 w 0 40'BSBL 1 I 2 LF 6"PVC 5=0.0200 w � - 3/4"POLY(UNDER GROUND) ____ _________ _ _ / I I /0 a �� 52 LF 6".rPVC 5=0.0196 "p p/ \ 3 I I / 0 GRAVEL c c rr SSCO-2 T 1 •- HOSE BIBB DETAIL SSOO-4 WM - - --- N=224.71,E=1417.02 N=214.66,E=1442.63 / I �T .� w CONCRETE •b Il:;l i.J SEE ENLARGE) RIM=477.25 ( RIM=476.71 I I \Y 0 /7/T///Tl� a LL GRADING AREA VIE=475.73(6'0)OUT E `. VIE=475.19(6"0)IN W VEGETATED FLOWPATH -'-- BELOW VIE-475.73(6"0)INN - I VIE=475.19(6"0)OUT N ��= I \\I \\ d 55 23 LF 6"PVC S=0.0200 ^/ 5 LF 6"PVC 5=0.0160 I./ 2 LF 6"PVC S=0.0200 �� o-3 5 EXISTING STALcs LABELED o I. EARTHWORK QUANTITIES °o a's 6'SIGHT OBSCURING FENCE ALONG PROPERTY NNE ( "�1.-i TrP r S�F'LB rnLr 1r nr,PU "' r. CUL 250 CY 3;Y N=216A9,E=1437.97 � 6 N9000'00"W� 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) VIE=475.27(6"0)OUT E CUT/FILL ESTIMATES ARE FOR PERMITTING 2c30�J�OJ3032JJ I OJ%OOJJJJJ23�J I IE=475.27(6.0)IN N 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 FIE! / DT-01 FOR NOTES. 7/7TT MG / ------- --------- --- 477.32 477.96 476.50 I y.. I I Q / ( CHURCH XUILDING 1 PAD=477.48 PAD=477.96 PAD=477.48 PAD=477.00 PAD=476.50 I / 00%,OOOOOJJ2JJ0 I\ i w �n ,= 477.00 476.800 I / a�`-�,� 1 I v _ 4 a 0 47700 1 1 o I W -------------- 47 C N . _ 20 0 477.72 POI HIGH POINT __ __ OMG 47698 5757 MG J MG _ -O VIZ 1 / ( I C PAD=477.88 PAD=47&36 PAD=477.88 PAD=477.40 Js�sbb / f\ �nA6\ / / I I/ I o_ 0 0 0 0 0 477.52 �- �. /A O� A / \ 0 LL5 o� L \ I 1 I 3" HMA CL 1/2" PG 64-22 LL 476 6IAV 476.34 / I 4" CRUSHED SURFACING LLL Z' r cD PAR,IW BASE COURSE e o _. /. / N I SUBGRADE w 'R �� o QQ/ /'qpa o _r _r;• 476.26 /. i I ✓ °j�rs -7 ASPHALT PNOO TOOMENT SECTION Z o �4 �477.88 -:. �Zs MG / _ H ` 9 2 MG c *�3P GRADE TO DRAIN SURFACE - E a TO EDGES OF GRAVEL FOR DISPERSION _ N89JO'01"W 05.38' l\ J 3 ADA-COMPLIANT BATHROOM FACILITIES w w w3 w w / w W MIX w PER 4" CEMENT STD DTLENT CONCRETE,TE, P. 4" CRUSHED SURFACING BASE COURSESUBGRADE ep.a ENLARGED GRADING AREA w N w w MADWSON ST w W w w CEMENT CONCRETE SIDEWALK SECTION 56921 4 SCALE: 1"=10' \-I - -- NOT TO SCALE `Or.• �cisasa� 5 S 5 5 S S s j s S �SSIONAL ECG �Wry� ADA RAMP NOTES SSMH SSMH /- S MH Y Oi MINIMUM 4'x4' LANDING NOT TO EXCEED 2% RUNNING OR o s- CROSS SLOPE. /J/ JOB NUMBER: C23-135 .lE _ 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%. 003J33000J0802 I 7r30_7J7JJ_7J0o'00 I 7rOJ�0700_70%,�0 � 7 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 FIELDE 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