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 /tom HOSE BIBB(BALL VALVE) UU3J34000U J3UU I 1 UU4000UODU28U3 UO%UUOODUU2UU2 OO.00OC JJ J7 D�----- wM 1/2"0 PVC PIPE w9 I 1 1 I s N90°00'00"W 31577' ss ss s CLAM / A 6,)SIC AREAS TO BE ICE MAINTAINED WITH / / 3"DEPTH CRUSHED SURFACE NATIVE / TOPPING COURSE SAWCUT LINE TYP/\ REPLACE FENCING WITH ( 1. -X IN-KIND MATERIAL i m VEGETATION 10'VEGETATED _ / HOSE / FLOWPATH i 1 SIDE SEWER CONNECTION \ _______�_ ------�� _ ---------o ADA COMPLIANT �^ N=263.58, E=1533.09 1 PALLET SHELTER.SEE ARCHITECTURAL ' ----- ------ ------ - - - ------ ------ ---- - ------ ------ ♦ FROST PROOF HOSE ASSUMED IE=472.75 \ PLANS FOR BUILDING PLANS,TYP. BIB PER DETAIL ON (/) �� THIS SHEET AND TAP INTO EXISTING 5' CONCRETE 3 �� I ` Z o SILT FENCING,TYP DRINKING FOUNTAIN ,� / SIDE SEWER WITH 6"x6" TEE \ 0 O ,i ......... .. .... _ NEW 6'FENCE REPLACING EXISTING ) wM 0 (/) CHURCH BUILDING 'O 3'FENCE.SEE ARCHITECTURAL 7777 7 7 ---- ---- - w 0 c PLANS FOR FENCING DETAILS. " ----- ----" ' ESTIMATED SERVICE LINE I �' LOCATIONS.CONTRACTOR TO / I 0 SCALE: 1" = 20' CAREFULLY DIG TO FIND I c) o EXISTING LOCATIONS FOR - SEWER AND WATER SERVICES. 3 I 20' 0 20' 40' 10' FINISHFLOOR LEVEL o - C7 , I LEGEND i CLEAR NO AREA 2306063003014DU a �; / s - '-TAP INTO EXISTING PROTECTED AREA CLEARING LIMITS 1/2"0 HOSE BIBS W ' w j 72 LF 6"PVC 5=0.0197 WATER SERVICE LINE / '� - )(- SILT FENCE GRAVEL AREA TO \ -20 25 / s SEWER SERVICE RIM 47s BE MAINTAINED EX R/W EX P/W a �'�-. - I- 7 PER MAINTENANCE 1 / ■ WATER SERVICE o 0 10'VEGETATED CLAM � i ', � - IE=474.17(6"0)IN I I �I7 ' FLOWPATH ,�_ (" IE=474.17(6"0)OUT E MANUAL I I I r---� N ' FROST-PROOF HOSE BIB PER - =E 'o FULL DEPTH ASPHALT IL ON THIS SHEET •- SSMH 19 P---� z 40'BSBL 2 LF 6`PVC S=0.0200 131 LF 3 4 WATER SERVICE UNE ill w w I S I /0 GRAVEL ---- -- ---- -- -� / /� E HOSE ♦ i 52 LF 6'PVC S-0.0196 �/ / 3 I I / 0 �^" CONCRETE c d e (ABOVE GSP PIPE i 1 o s '>, c ._ (ABOVE GROUND) SSCO-4 SSCO-2 wM' - - -_ I 0 �`-•""`'" ` e_ c N-224.71,E=1417.02 - N=214.66,E=1442.63 " / I 71 ENLARGED-7RIM=477.25 l RIM=476.71 i I \� VEGETATED FLOWPATH m W a LL CONCRETE[7 SEE GRADING AREA IE=475.73(6"4)OUT E `. IE=475.19(6"4)IN W i�+ V -'- BELOW IE=475.73(6'4)IN N a ! IE=475.19(6"4)OUT N \ V 6d 2 =0.0200 / 5 LF s'PVC s=o.otso 3 6'PVC S L EARTHWORKQUANTITIES 3 �% =��r��r�� 2 LF 6'PVC 5=0.0200 �3 s EXlsnec srALcs LIBELED o II CUT: 250 CY °o a•s HOPE PN-10 PIPE 6'sICHE OBSCURING FENCE ALONG PROPERTY LINE l N=216.49,E=1437.97 "�� rra r s�E ins mh_r 1r ��;EH ___ FILL: 0 CY 3 c a N ii UNDER GROUND w DISTURBED AREA: 8,655 SF 0.20 AC ya ( ) N9000'00"W� 150.00' R-475.7 d. \ CUT/FILL ESTIMATES ARE FOR PERMITTING ) r 3 IE=475.27(6"0)IN W HOSE BIBB DETAIL I j IE=475.27(6"0)OUT E w-�w- I PURPOSES ONLY. CONTRACTOR TO RUN EARTH NOT TO SCALE o CALCULATIONS FOR SPECIFIC DATA. 23U�U�UU3U32UU I UU%UUUUUUU23UU I � IE=47s.27(s"¢)IN JGRADE TO DRAIN AWAY FROM /� I e FRONT DOORS AND TO EDGES OF GRAVEL AREA FOR I STORMWATER DISPERSEMENT -976- 1 a FH I / 177 MG MG 477.32r--------------- / lv 1 w V� W �. I. ( CHURCH tlUILDING 1 VIAII 48 PAD=477.96 PAD=477.46 PAD=477.00 PAD=476.50 MG I / 00 00000UU2UU, 11 I LL 477A0 476.80 f_ LU _207 b zoos" 477.00 1 1 c'a j J 1 � CCI - I ! / m / o' 477.07 476.90 MG ml ( I U > 477.72 _ 47698 s75% 0 _ A N� HIGH POINT .2.0% __ ( 20" __HIGH POI-------- ___ _____ MG 1 0 / J MG 0 PAD=477.86 PAD=478.36 - PAD=477.66 J PAD=477.40 �aC6 T / 3 I I//�\)1 I 0 0 0 0 0 o L J 477.52 J1 J1 J1btibti&�. l I " " Q _ 66 z T - - ;bc I r r ',r II IT PAv�9 PARaNc F- l 3" HMA CL 1/2" PG 64-22 476 2 r�r;" l 11 4" CRUSHED SURFACINGLL SUBGRADERSE F f rr-_r a 4»s � r _r;• 476.26 /. � � � � w ASPHAL T PAVEMENT SECTION Z _ 477.88 / NOT TO SCALE 477.88 MG / LL *�J4 476.34 N89 JO'01 /- `" ADA-COMPLIANT BATHROOM FACILITIES 4" CEMENT CONCRETE, MIX w w w w w w PER COE STD DTL 312 S P. 9 n o m 4" CRUSHED SURFACING P BASE COURSESUBGRADE ep.a ?s` s ENLARGED GRADING AREA a w N w w MADWSON ST w w w w CEMENT CONCRETE SIDEWALK SECTION J a 56921 4 SCALE: 1"=10' \.^ - -- NOT TO SCALE `Or. R2clsasR� n s S s s S s s j s S �SSIONAL ADA RAMP NOTES SSMH SSMH /- TMH Ol MINIMUM 4'x4' LANDING NOT TO EXCEED 2% RUNNING OR \ S /J/ JOB NUMBER: C23-135 CROSS SLOPE. .E 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: 5-19-23 3. ALL SIDEWALKS CROSS SLOPE To BE 1.75%E, 0.25%. UU8)33000UU)U2 I 2307J7JJ_7J0o'0U I 28U�0700_7U�r�U � 7/ - 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 OFTC: TOP OF RCURB WITHIN A REASONABLE B AGENCIES INVOLVED HTIME ALL BPRIOR TITOD FIELD£SHOULD EN TBE BROUGHT IMMEDWTELY IS SHOWN ON THE STO THE ATTENTION OF AND WHAT IS NOTED I THE E 811 or 1-800-424-5555 MG: MATCH EXISTING GRADE THE START OF CONSTRUCTION. ENG/NEER. Utilities Underground Location Center SHEET 2 OF 3