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 q; LEGEND as / SD STORM DRAIN 4 / ■ SO CATCH BASIN � n s SSMH3885502 SS SANITARY SEWER MAIN(8"PVC TIP.) a a m 0 � STANDARD PRECAST MANHOLE--- k � ----- SIDE SEWER SERVICE SIDE SEWER CLEANOUT � I o; EXIST. 6"CI _SA W WATER MAIN(8"DI TIP.) NITARY vn, SEWER FORCE ---- WATER SERVICE m rc INT 30+66.39 ROAD C 3 MAIN, (TIP.) ho. I �58Y1"W 150.57• = 42+53.69 ROAD D FIRE HYDRANT INT 22+53.69 ROAD B OX UTILITY CROSSING,SEE TABLE BELOW32+22.41 ROAD w N8758'11"W 300.04' C r 3 m --� _ - - _ _ � v�i XXX FINISHED FLOOR ELEVATION if 23 _ r-r II -- - _ - -- 1 w ~ � / r- -- --- - - _ - - -- I vni NOTES: LIMITS OF �i ,; 1. ALL WATER AND SEWER IMPROVEMENTS SHALL BE PER CITY OF WETLAND 22 21 20 19 ij _ t EVERETT WATER AND SEWER STANDARDS a 16 'n I m ROUTE 6"CI FORCE 2. PROVIDE INDIVIDUAL WATER METER AND SIDE SEWER SERVICE TO EACH z 2.0 482.0 18 17 5 I, 14 13 12 11 10 9 '' ti p 0 48L5 48L5'48L5 481.5 482.0"482,p � 8 II 7 ,i I• IN AROUND UNIT. 482.51482.5 482.5 483.0�1483.0483.0 483.0 48 51 !i I P OPOSED SSMH. SEE J. WATER METER BOXES SHALL BE TRAFFIC RATES WHEN LOCATED WITHIN 483.5 T. C4.06 OR ADJACENT TO DRIVEWAYS. LELK / I - SSMH2 II I I n k , SSMHS 4. TRACT 999 SHALL BE RECORDED AS ACCESS EASEMENT AND SANITARY R Wes.CjB 1 _ N w SEWER AND WATER EASEMENT IN FAVOR OF THE CITY OF EVERETT � 04 yi CUNN. TO EXIST. e, TYPE F STREAM I: LAMPHOLE4 -Ip `,r'-- r -'$+ �� -_ �f� _ I WATER AND SEWER DISTRICT. �o ,p 5. THE INDIVIDUAL SIDE SEWER STUBS SHALL BE SET A MINIMUM OF 5 z / . •S FEET BELOW FINISHED FLOOR ELEVA1ON. / D g oo SSI sl+oo $S SS 6 6. THE CONTRACTOR SHALL VERIFY ALL SANITARY SEWER DOMESTIC OF V F � SS . A E P o 5499:4 s E + o0 S SS - SSM -�- -I . WATER CONN. WATER, AND FIRE SERVICE CONNECTIONS SHOWN ON THIS PLAN WITH O "R A C 1C -*'�- - - - THE INFORMATION PROVIDED IN THE PROJECT PLUMBING AND FIRE Fgs TS L , W W TO EXIST. rOrvAl. ry0 R 0 ED W W SPRINKLER PLANS/DETAILS AND NOTIFY ENGINEER OF ANY VARIANCES ,yg� (P IVA ) g rn A ITA Y E R -_ _____ B PRIOR TO CONSTRUCTION. / T"� rn 5 SE VIC 7. WATER CONNEC7ONS TO BE PERFORMED BY COE WATER DEPARTMENT LLII S N 3 ( •) 4 THE ON INFORMATION R --" r---- __-_______ 83 E WATER DEPARTMENT AND PAID FOR BY SHOWN ON RVEYPPE FIR PER ____ 15 CREWS UNDER A SEPARATE UTILITY PERMIT BASED ON A COSTTHIS 24 --1, r m 4 .5 ESTIMATE PREPARED BY THE FIELD SURVEY PERFORMED THE CONTRACTOR/OWNER. BY MEAD GILMAN ASSOCIATES 481.0 75 74 5 AND/OR RECORD DATA r 25 0 480.5 483.5 483.5 n CONTRACTOR TO POTHOLE PROVIDED BY THE 73 + 3 AND VERIFY LOCATION OF CONTRACTOR. / e 480.5 483.5 vry I WATER MAIN PRIOR TO r 26 483.5 CONNECTION, COORDINATE 72 WI7H COE. 480.5 7{ 4835 AR It UTILITY CROSSING DATA TRACT ; 0 480.5 n I' F r 71 2 - z I (CRITICAL AREA) 480.5 483.5 rn `� IE 12"SD=479.03 I / 28 9 rn - 483.5 -i �� REMOVE EXIST. i 480.5 "I ,. 1 WATER METERS O TOP 8"WA=47Z50 3 _ 480.5 r 483.5 - -i- - -- -- IE 8"WA=479.37 z EXIST. LIMITS OF 2gI. `/83.5 •,o RELOCATE EXIST. O o (EXIST. PARKING) �� -__-_--_-4-_-_------ .'_1 480.5 ', j 483.5 I�' �- -� F- FIRE HYDRANT TOP 8"SS=46Z70 0 DISTURBANCE j .5 I 69 RD 1Nfi iR9+ ROAD B I IE 12"SD=479.56 N d --------_-a--_-- 0.ib ROAD B n 3 t 11+32.79 ROAD A O ------"-- re RO-�--R `" 4+76 77 19TH AVENUE SE TOP 8"WA-47800 �o o ROAD = f0 WETLAND A l ° - _ t+ IE 8"WA=47Z30 z CAT. 11 1 "� a a 30 I, 479.5 L (PRIVATE m 22,751 SF "TRACT 91 7 479 5 .I 81 _ 58MH1885803 TOP 8"SS=468.89Uj _ IE 12"SD=47Z94 'i 479.5 I i p Q � � CC rn ---�a--- --- J i ,I v P P m O TOP 6"WA=476.40 a C r � _ \ 0 82 I p (STORM DRAT AGE/ 479.5 483.5 32 63 rn IE 6"WA=475.90 �' -� u W E) 479.5 r F. 66 1 483.5 o TOP 8"SS=469.78 LLI Z `eP ape \\ \I --- QIU VJ 710N ETER, 479.5 483.5 62 '-1 IE 12"SD=473.03 ��//�� a a A u h Q S r' 33 ii 15 `a O\ ii (+I 479.5 84 TOP 6"RIY 479.5 L483.5 61 I o REMOVE EXIST. IE 6"WA=473.38 Z J 34 8 15'P i D ACC SS i 85 483.5 SIDE SEWER TYP O TOP 8"SS=46Z26 40 �.n ��--- r 479.5 - 64 483.5 r ( ) .\\ II 479.5 3 _--- L i------ 4835 -- 1 O T 8 SD=475.52 J / ' 7 � F 479.5 � r / / • it • L' 35 59 �, IL 1 8"WA=473.98 / �° PROPOSED 8"WATER .___-- _ I IE 12 SD=475.33 J W w 13 R A E LAP LE N s 483.5 SERVICE(TYP.) 10 Q > rr -M • �. 12 _Q TOP 8"SS=471.80 L.L a �) 3 -- --:--------' i o i..> 71 IE 8"WA=476.04 � S SS ISS S 7 LAMPH�LE5 rl W yy TOP 8"SS=471.76 INT 50+00.00 ROAD E _ •, SISI SS 3 12 IE 12"SD=478.34 =60+00.00 VAULT ACCESS TOP 8"111 CLIENT „ • - .- - °. -- •" - - -- - L_ o ' WATER CONN. IE 12"SD=478.21 LAMI�HDLEs - Q TO EXIST 73 PACIFIC RIDGE HOMES TOP 8"SS=47L80 17921 BOTH ELL-EVERETT HWY o �� \ I �= • 14 IE 8"WA=482.44 SUITE 100 a 36 37 38 39 I 40 41 42 43 44 45 46 47 48 49 50 I TOP 8"SS=472.42 BOTH ELL,WA 98012 L �' 47 476.5 476.51, (425)438-B444 o - _ a \ - \ 477.0 477A 0 478. 79.0 51 55 56 I a 6-- -----_ \ ----7.0----- - III 477.0 477.0 477.5 52 53 54 01' i o 57 58 i IE 8"WA=479.37 _ 482.5 483.0 83.0 483.5 15 481. � 4825 � � 484.0 484. �'' I I A TOP 6"SSFM=477.70 - - -L J .---- --- ---- -- IE 8"SSFM=47720 -- '� --- --- ��J N 58758'11'E 581.58' ��- L-� L ' i6 -----_ TOP 8"SS=467.70 � I YT r A IH IN 40+00.00 ROAD D =51+46.19 ROAD E INT 20+00.00 ROAD B =53+02.21 ROAD E CONSULTANTS Site Planning•CA Engineering > ¢_ Landscape ArchBecture•Land Use Consul(ing o N 11 NE1201h Sheet WA I G aW,WA 9804 H 1& 0 QI oQ I I Q ❑ 1015outh Wemtchee Avenue,Suite C3 Werutchee,WA 9MI•(509)2917731 mI www.cp hconsultonts.com v g PROJECT N0. a 0132-21-028 oQ a /p D DRAWING p 40 BO C4.00 o- a ..r.beiow. PLAN IN FEET SHEET 26 OF 45 C x a --t 0 2022 cvn conseiceeu,uc.All A- reesersm.