9620 19TH AVE SE 9620 AND 9702 2025-07-14

PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o CONSTRUCTION NOTES O u) m � ¢ OTYPE 1-48"MANHOLE WITH STANDARD FRAM AND COVER PER COE STD. DWG. 605 AND 611 0 4 O 6"PVC SANITARY SEWER SERVICE W/CLEANOUT AT BUILDING n 52+25.40' 6.04' CONN. PER COE STD. DWG. 604 STA ` '�z-ri-48,-&-or LT (1)FH"ASSEMBLY^ 0 PUBLIC WATER SYSTEMS (1)8"x6"DI TEE, MJxFL 53+08.23, 6.04,' k STA "'^�00�-1-�f,�LT FIRE HYDRANT ASSEMBLY PER COE STD. DWG. 507, APPROX. m GV, FLxMJ (1)8"x8"DI TEE, MJxFL 4O6"DI LENGTH PER PLAN 10 LF 6"DI SPOOL (1)8"GV, FLxMJ F (1) THRUST BLOCK (1) THRUST BLOCK 1"WATER SERVICE AND METER PER COE STD. DWG. 501. SEE w z Q 64 r o I 3 I`" WATER METER TABLE ON THIS SHE.483.5 1 1260 US (IS + U 6O PUBLIC UTILITY EASEMENT 0 R.- p W 1sssF 91 F 1U m 3 483.5 I \ ¢ W O7 BLOW OFF ASSEMBLY PER COE STD. DEE. 511 a $ QE 3 LJJ R-26 Q R=15� 59 W " N 1 MH O R 1.i57Y STA 54 54.2 6.03'L LEGEND a TA . F 95.9, 6. L 1 483.5 / I I e l CONN. 0 EXI l a O 48L 5+ 3 A2-DI 6R v~ 4 SD STORM DRAIN o O SB 8"P C ° v I "DI X4 111 SO CATCH BASIN z O S=0.0110 W �\ CV 8"DI o W W Hr W ° ---_ \\� SS SANITARY SEWER MAIN(8"PVC TIP.) + a 5jR 1 Of ROAD E a ---- ----- -C14 ---- _ -- -- w 0 STANDARD PRECAST Lp o a 72LF�BLF�"IPVC (PRIVATE ` C o CON -------- SIDE SEWER SERVICE T MANHOLEO WggyC�6 a o I a RA TOR°EO s ,�e Q s = s COORDI ATE WITS SIDE SEWER CLEANOUT z I ° o° '� ° -. CITY 0 EVERETT N _ ° g° FOR C NECT. Ty W WATER MAIN(8"DI TIP.) ze e - •".`�' - -o ao o '� DOES ORK BA S D ---- WATER SERVICE ON CO EESTIMA ft FIRE HYDRANT OIL ,YO,Y = e I o I. COORDI ATE TO ry�� O IE=476 4 (�) 5 IE= 877 °H > PRO VID TRENCHING OX UTILITY CROSSING,SEE TABLE BELOW �J H 2 ') IE 476.86 g AND U ITY THE AS-BUILT INFORMATION 4 Z60 IE= 78.89 \ � IE 476.78 IE 477.62 IE=479�3 ao PA TO G WORK. XXX FINISHED FLOOR ELEVATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED 51 52 30 30 SF 30 30 57 58 r BY MEAD GILMAN ASSOCIATES 148�,352 SF 1482.352 5E 1482.5E 1483.0 1483.0 1483. 1484.0 I 484.5E/ I I - I I LOT WATER MESTATER TABLE OFFSET NOTES., AND/OR RECORD DATA 1�1 1. ALL WATER AND SEWER IMPROVEMENTS SHALL BE PER CITY 0 PROVIDED BY THE ^ _ IIY III EVERETT WATER AND SEWER STANDARDS CONTRACTOR. LAMPHOLE2 INT 53+02.21 ROAD E LAMPHOLE5 STA 52+32.54, 1719' 51 STA 52131.81-97.96 RT 2. PROVIDE INDIVIDUAL WATER METER AND SIDE SEWER SERVICE TO EACH UNIT. STA SYrt46.fr,Tr5�7=RT =20+00.00 ROAD B STA 53"16frfi25-gt RT STA 52+71.96, 16.61' 52 STA `""^ .v0'RT J. WATER METER BOXES SHALL BE TRAFFIC RATES WHEN LAMPHOLE3 52+46.82, 5.94' S3+67.57, 6.21' STA 52+74.66, 16.67' o STA `""' 0'RT LOCATED WITHIN OR ADJACENT TO DRIVEWAYS. z STA `"'^^.^`, `.^"RT STA 52+89.71, 16.93' s< STA 33+89:81;-h:B�RT 4• TRACT 999 SHALL BE RECORDED AS ACCESS EASEMENT AND 0 52+30.12, 6.57' SANITARY SEWER AND WATER EASEMENT IN FAVOR OF THE 15 STA 53+18.85, 16.71' 55 STA 559+,o.,&-,-^o'RT CITY OF EVERETT WATER AND SEWER DISTRICT. z x STA 53+21.99, 16.68' ss STA 33+2i:99;-h�:6�RT 3 STA 53+51.48, 16.36' 57 STA 53 0 56.6f, f izB6'RT 58 STA "i 6g-.8;--1�00'RT z STA 53+53.08, 16.43' � STA 20+31.53, 11.01' se STA 3B+3B-5B;-H-S�RT STA 20+47.23, 11.34' ea STA "^'"�-r-.e.49, 4 49'RT N STA 20+50.73, 1717' e+ STAzo,-.s,z--TB�LT W 0 z w LU 495 ¢ 495 J R a w o r<av w +¢` 490 Rio u^'ia Ili I moo! 490 Z Z z occm FINISHED GRADE �w`� I EXIST. GROUND ELEV. ?II w O AT ROADWAY¢ N o N AT ROADWAY¢ N°I J +cs g8 485 U ++u -1.49%`'-- }}a _-_ 24"sry'"N ^tiff �98 7 W N> I 12"DI MAIN 485 I- w J69% 1 CONN. TO EXIST. TRACT 999 W 3 lid TOP=483.11 8"x6"DI TEE 2 69� I TRACT 998 25 ROAD C 6 -- Q � TOP=475.73 I - � / 77 7s ao O 2.69% 8-�pl WATER MAID / Q w V chi --- __ 480 O ------------ ----------i�-� J 480 30 O 82 71 w O 8 x8"DI TEE i v - RACT 997 31 Q 83 70 ROAD CN Q TOP-4775�5: i 64 Q CLIENT �- - i LAMPHOLE5 Ce (N - _ _ _ - RIM=485.53484.34 7 a 475 Lo - _ - - - IE(W)=478.53(OUT) 475 /l 36 88 65 o � LAMPHOLE2 Z�I F so PACIFIC RIDGE HOMES 4gL� 17921 BOTH ELL-EVERETT HWY RIM=4B13i480.88 `6 8"PVC SSMH7 8"PVC / - 37 N SUITE 100 IE(E)=475.31(pUT) S=0.0100 RIM=<6P.65482.41 S=0.0532 L cv y BOTHELL,WA98012 LLJ LAMPHOLES IE(W)=+F*r87(IN)474.76 - (425)438-8444 Z RIM=480.86 IE(E)=+7,.ff1(IN)474.74 - 470 J IE(W)=474.86(OUT) IE(N)=4i+71(OUT)474.56 470 = 90LF 8"PVC IE(S)=474.64 S=0.0399 Q 465 2 465 KEYMAP NOT TO SCALE CIPIH CONSULTANTS i m SRe Planning•CIA Engineering Landscape ArchBecture•Land Use Consulting 1311-B NE 1101h Sheei �n o EXIST. GRADE®DRIVE¢ anrooa wA9maa Hz5I2B52390 460 FINISHED GRADE®DRIVE¢ 460 o Y IWe.t h eth'WeWA 9MI•(509)93]31 ww PROJECT NO.hconsulfa nts.com a v vv o �v o 0132-21-028 v 0 5 10 DRAWING 52+40 52+80 53+20 53+60 54+00 54+40 VERT. IN FEET C4.05 ^o 6 0 20 40 o- HORIZ. IN FEET SHEET 31 OF 45 a Callbemawoeie. V-2wncon teeu.uc.ARR19 ae-.