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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o
<br /> CONSTRUCTION NOTES
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<br /> OTYPE 1-48"MANHOLE WITH STANDARD FRAM AND COVER PER
<br /> COE STD. DWG. 605 AND 611 0
<br /> 4
<br /> O6"PVC SANITARY SEWER SERVICE W/CLEANOUT AT BUILDING n
<br /> CONN. PER COE STD. DWG. 604
<br /> STA 51+51.6A 6.05'6.05',LT
<br /> 3O PUBLIC WATER SYSTEMS
<br /> (i)8x8"DI^TEE, FL k
<br /> (1)8"GV, FLxMJ 4O FIRE HYDRANT ASSEMBLY PER COE STD. DWG. 507, APPROX. m
<br /> (1)8 x6"REDUCER, Fl 6"DI LENGTH PER PLAN
<br /> (i)8"COUPLER, MJxFL
<br /> SEE C3.08 SEE C4.03 (1) THRUST BLOCK O 1"WATER SERVICE AND METER PER COE STD. DWG. 501. SEE
<br /> • °TRACT Lo
<br /> 997 1 tl -� - 85 !i WATER METER TABLE ON THIS SHE.
<br /> �� --------J
<br /> S�DRM DRANA �' o ° _
<br /> I 1 : N tq�g.� O 6O PUBLIC UTILITY EASEMENT z o o
<br /> ,-.� 1 � B 3 �
<br /> 35 1 I p, U O7 BLOW OFF ASSEMBLY PER COE STD. DET. 511 > o
<br /> 7 STA 49+8Z74, 6.03'LT \� L- - --- J D �I �E 1479. I R=25' Q I W
<br /> (1)2"PE CAP O R-19 W
<br /> LEGEND
<br /> a �
<br /> 1 STA ' I I I a
<br /> gg2� RT
<br /> '15.94'
<br /> ( W 5t,L 2VPE II J O[7I7 0 lI O SD STORM DRAIN o
<br /> W Vk �T�l V✓ 73f'gg"DI O ■ SO CATCH BASIN z
<br /> LOTS 36 THOUGH 38 SHALL - 1Y1' W W O
<br /> HAVE SERVICE CONNECTION TO ROAD „11 2 0 N SS SANITARY SEWER MAIN(8"PVC TYP.)
<br /> 2'PE MAIN PER COE DET. 513. �� J "PVC o (PRIVATE _ + STANDARD PRECAST MANHOLE
<br /> INT 50+00.00 ROAD E -- i I 90LF 8"PVC N • ,y�gLELK
<br /> =60+00.00 VAULT ACCESS ' • '1 s s ° • .;-- -- - - k- _ � -------- SIDE SEWER SERVICE 'C'04 WAS'y
<br /> LAMPHOLE3 L° �i _ e 1 p L e r 5 °� �-- ° ° SIDE SEWER CLEANOUTQ'
<br /> STA 49+94 8 36 SORT I 7 • ° - _"--) • _ W W WATER MAIN(8"DI TYP.)
<br /> a • ° ° a Z ---- WATER SERVICE pA'PFC54944 F, �`o
<br /> T e WATER METER TABLE F3• TSTE& �?
<br /> 1 (TYP.) 2 Yr.) IE=472 _ e J
<br /> If 472.85 IE 473.05 I\ 0 INT 51+46.19 ROADIE 4 = 2 LOT STATION, OFFSET FIRE HYDRANT ONAt. 4�ao
<br /> I IE 468.61 IE=472. 6 6 I
<br /> 1 1=469.58 IE 72.28 1 1=472.69 = 40+00. 0 ROAD D IE=474.60 U O UTILITY CROSSING,SEE TABLE BELOW
<br /> 36 37 38 39 40 9 42 43 44 I 45 46 47 48 49 STA 40+36.87, 1Z17' 35 STA 46+3Cr ,,-N'LT
<br /> 1�674 SF 1,030 SF 1,030 SF 1,030 SF 1'030 SF I 41 1 1,03q SF 1,030 SF 1,352 SF 1,352 SF 1,030 SF 11030 SF 1,030 SF 1,030 SF THE AS-BUILT INFORMATION
<br /> Q STA 49+96.33, 1Z82' 3e STA-49+94:9#;-N:B�RT XXX FINISHED FLOOR ELEVATION SHOWN ON THIS PLAN IS PER
<br /> { I 477.0 477.0 477.0 476.5 476.51 1,030 SF 477.0 477.5 478.0 I 479.0 479.0 479.5 480.0 480.5 0
<br /> .,/ 1 1 477.0 \ /I' IE=473. 5 STA 50+11.04, IZ56' m STA-50t1 81;-19-0&-RT A FIELD SURVEY PERFORMED
<br /> STA 50+15.42, iZ86' 36 STA `^"' ART BY MEAD GILMAN ASSOCIATES
<br /> 50+69.23 6.05; NOTES., AND/OR RECORD DATA
<br /> STA 50+41.08, 6.03'LT STA 38+6 -&.B3 LT STA 50+42.84, 16.83' 3e STA 3Bt42-ef,-N�RT 1. ALL WATER AND SEWER IMPROVEMENTS SHALL BE PER CITY 0 PROVIDED BY THE
<br /> (1)6"DI CAP, FLxMJ (1) i"IRR. SERVICE PER COE STD. DET. 501 EVERETT WATER AND SEWER STANDARDS
<br /> STA 50+44.52, 16.93' a STA 3Bi�}5:8i;-1�.6�RT CONTRACTOR.
<br /> (1)2"BRASS TAP (1) i"OCVA PER COE STD. DET. 520 2. PROVIDE INDIVIDUAL WATER METER AND SIDE SEWER SERVICE
<br /> (1)2"PE GI TAP 6"CAP WITH 2"BRASS STA 50+74.51, 1Z29' 41 STA 17B6'RT TO EACH UNIT.
<br /> NIPPLE AND 2"PE GATE VALVE STA 50+78.79, 1765' 42 STA ``^"' ART 3. WATER METER BOXES SHALL BE TRAFFIC RATES WHEN
<br /> LOCATED WITHIN OR ADJACENT TO DRIVEWAYS.
<br /> PER COP STD. DET. 511 STA 51+OZ58, 16.94' u STA 3H-B6c&7-h.BB-RT 4. TRACT 999 SHALL BE RECORDED AS ACCESS EASEMENT AND o
<br /> STA 51+09.30, 1Z82' 44 STA RT SANITARY SEWER AND WATER EASEMENT IN FAVOR OF THE 15
<br /> CITY OF EVERETT WATER AND SEWER DISTRICT. z
<br /> STA 51+49.16, 13.22' 45 STA 5f+1f881Y-7:BB`RT
<br /> a
<br /> STA 51+65.15, 16.36' ,e STA RT 3
<br /> STA 51+67.23, 16.20' 47 STA-54 6 r-1-A. RT z
<br /> STA 51+97.34, 18.26 1 48 ISTA 5 '96.8,-Aee'RT o
<br /> U
<br /> STA 52+00,28, 18.06 +e STA s' ^^'RT N
<br /> STA 40+48.52, 10.76' d5 STA '6 RT o
<br /> W o
<br /> z
<br /> Lo
<br /> O LJJ ¢O �
<br /> �o
<br /> CS
<br /> 485 w oo S LJJ 485 QLIJ
<br /> ��ro W � O
<br /> o¢ +o v EXIST. GROUND ELEV. N W
<br /> o o �n o AT ROADWAY �/C Q-
<br /> 480 -- - O V/
<br /> 0 0 Z II w 480 Z
<br /> ¢ow +o.r - f--- --- --- O
<br /> Z� o+II -
<br /> tnww FINISHED GRADE r -2.69% O
<br /> AT ROADWAY OL Z Z
<br /> Z II w 8 x8"DI TEE W/REDUCER N Q
<br /> -0.739 _ 1.16% I TOP=474.33 N O a
<br /> IRR. METER TAP 24 c 11 ' k
<br /> 475
<br /> TOP=471.88 8"DI WATER MAIN- � 475 98 7 U
<br /> =- �__ - - - - TRACT999 J
<br /> 6"DI WATER MAI = _ 11: 7 7 m w
<br /> TRACT 998 25 77 7g 6
<br /> W / 00 o
<br /> ro 2"PE WATER MAID__ - Z
<br /> 470 LAMPHOLE3 1-BEF B"PVC 5=0.0399 VC J 470 / 0 w
<br /> 1 Z
<br /> RIM=07&..64476.28 S=0.0098 SSMH6 = RACT997 31 83 70 ROAD
<br /> IE(E)=i72.8(OUT) 6"CAP W/2"PE-TAP- RI1i478.32 U t Q
<br /> F2'PE CAP 473.52 TOP=471.561 IE(W)=+7f-.-8(IN)471.27 H 64 CLIENT
<br /> TOP=471.10 IE(E)=49t28(IN)471.27 Q ti
<br /> a 465 1 IE(N)=43tt8(OUT)471.17 465 36 a9 65 so PACIFIC RIDGE HOMES
<br /> _ / 17921 BOTH ELL-EVERE IT HWY
<br /> 37 SUITE 100
<br /> oa 59 BOTHELL,WA 98012
<br /> o / - (425)438-8444
<br /> 460 460
<br /> CIPIH455 455 KEYMAP NOT TO SCALE
<br /> CONSULTANTS
<br /> i m Site Planning•CIA Engineering
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<br /> Landscape Architecture•Land Use Consulting
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<br /> / EXIST. GRADE'®DRIVE¢- n321-e Ne l2mh srceet
<br /> 450 FINISHED GRADE®DRIVE¢ 450 101 Seu�n Wanotchaa A"e ue 2390
<br /> o Y We.tehee.WA 9MI•(509)2917731
<br /> N N N n A h of N N O •F www.c p h c o n s u I t a n t s.c om
<br /> ,v •ri •ri •ri •d "a<d <c �N r; ro V.ap of O of o PROJECT N0.
<br /> v^ v^ ^ v^ v^ v^ v^ v^ v^ ^ I v^ � 0132-21-028
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<br /> DRAWING
<br /> 49+60 50+00 50+40 50+80 51+20 51+60 52+00 VERT. IN FEET C4.04
<br /> �o � 0 20 40
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<br /> HORIZ. IN FEET SHEET 30 OF 45
<br /> a Cail n:torewale V2-CPHcons"i--i-e.amino Re-.
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