8102 EVERGREEN WAY Utility Plans 2024-12-04

SW 1/4, SEC. 07, TI 28N., R05E, W.M. JW0013VdW00 > 0 0 0 i 0 0 0 2 ° STA 192+90.00, m o 0 0 0 0 0 02 18.7' q STA 45+17.6$ a - - --- TA 193+80.18, 35.12' RT ---------- - ---------------- - 14.00' RT � a OP ° OP P OP N w w w w w w , w ° s 9'A _ � _ - - - - ' g' so 5 a ° ° q - 7' Sj� Sj h r, ° y1o• ° 6 q SiA 91+04.69, s `3 s' s�oi ° p9 ' ° 0• ° ----'¢ ----- 4i ---- - 6 �\ ty� a 5 .9 is 76°3 ' ° s 63 1 .00' RT 0 51,��ti J 5 STA 23+31.05. _ - ' q, 8.0% - `' z o q 0;�/jz. L 1M1 - - - h -a S1p) ° OP P OP° P OP ° 0ILO co 7.7% 1.5 i� 5% �96 0• s'o 4 �LLA go 1% ° 6 °� ° ° 11BE 51�, a a J J a 570.22 % 1� 1� 51 5 ty a@ V: D S D S D S ° '9 51 ,¢� 0L ti ?p Q/4 h �° a ° ±1 511 z r r a 51 \%4 9 51p. STA 45+21.11, CD a ° ° 9, �1 5s _ J i o x `q 10.78 LT _ ° 1• -- y a a a a a a �6 ad ° a o 0 �i z ga ga ga ga ga ga ga p 1p11 5.5' ` 3 oo -� / p° ° °° ° , --J dad - ° ° 7.0 m ¢ m m x a TYPICAL RAMP DET. TYPICAL RAMP DET. TYPICAL RAMP DET. TYPICAL RAMP DET. TYPICAL RAMP DET. TYPICAL RAMP DET. o SCALE : 1=f0' Z SCALE : i =10' SCALE : 1 =10' BB SCALE . 1 =10' CC SCALE : i =10' DD SCALE : 1 =10' z ®� ° m;. I 8 - a STA 91+04.35, 5, � ° ° 15.82' LT STA 50+52.68, cITS 14.07' RT Ago y1aSTA 60+20.1�7, s��st 51566 �`� � s'`�It1 5 ° 513�4 FS ONAL l Q� 51k5h 1 514.93 82+11.75, 6� 51 I I 574 1.5% n 1.5% 20' LT y`Y 57d04 e4 ^ 6� 4� y' s ¢ °� °�° 574.95 THE AS -BUILT INFORMATION W q,91 575.47 ,° SHOWN ON THIS PLAN IS PER s• 51 6 s A FIELD SURVEY PERFORMED 57.111 A 5' S1k• 575.49 511• � BY MEAD GILMAN ASSOCIATES ------ ° 5s ° �F ° A 61+53.34, Nil/ 4.00' LT s• A PROVIDED BY THEOR RECORD STA 63+22.45, ' CONTRACTOR. ° 19.33' LT ° °--------- ----°- ° ° \ z zq '�/ z TYPICAL RAMP DET. TYPICAL RAMP DET. TYPICAL RAMP DET. TYPICAL RAMP DET. TYPICAL RAMP DET. TYPICAL RAMP DET. 3 EE SCALE : 1=10' GG SCALE : 1=10' II SCALE : 1=10' JJ SCALE : 1"=10' KK SCALE : 1=10' LL SCALE : 1=10' z ° U q q N - a O / / / h1k h1k h kk0 h1�� h1� vzi 8.5 5 8.5 BLDG. D a3 STA 120+63.54, (GAR=574.60) STA 63+32.23, s ° 11.00' RT 4.6% a55 13.84' RT Ark o ��? 1% 6.7% y1�°� 5' s oa g1ti�1 51 5� Ne s� --° 6' STA 65+21.95, S s �6 28.42' LT IF 4 79' 6.0' s24� 574.51 1b1a6 0 s 11 5 q z 2?8s�2 y sp s� `q ->y a° 9�` s� •°w ? ` 74.80 0 si,� 10, 2ff �Rr TYPICAL RAMP DET. N TYPICAL RAMP DET.(-n-n-)TiYPICAL RAMP DET. STA 0+24.19, '>r y1k1 STA 50 52.59, MM SCALE : 1=10' NSCALE : i =10' SCALE : 1=10' 11.00'1LT 14.00' L LL.I z C) ° 4 ° , OQ 33 + ° _ _ - - i °564• �c� s) ° _ a h1 n L W - - --"� TYPICAL RAMP DET. ° w r0; ° oa FF HH SCALE : 1=10' w Z:) U) � LL ,�.LL 564. U CLIENT 40 Q �^ 46t- o °y ° 9.13 - w w w w w w W w ST 195+21.19 _39.01' RT _ - - - - - -w - w -' w w w w w w w w----w-= FOUR CORNERS, LLC \ 00 10900 NE 8TH STREET (ae 563.4 ° SUITE 1200 00o aoo 00 0 BELL A 98004 �- - - _ -� ° = - �-0g 77P- - - ° `�a q0 q a PHONE (425W4 3-9551 ° 3 ° h STA 46+37.8 . / s TOP5670 �) 5sa.o ° (, roP56ao ° ° - 'dP� ° - 8 '7�17r� OFT P t ii� ° i TOE 566.0 25) TOP 568. TOE 584.0 q TOP 7.0 3 6.0 N o� 1748 LT �. ° q a TOE 565.5 TOE 564.8 °$1' S .8 �z) ° °.. UCWS Q GASQ GAS ° GAS S GAS- GAS GAS �' .� 5 ° ° 5 5' a -4v CONC. WALL �'� �� ° 11, °A 568 P H D ?'ts 911 a Q► cv PER. STRU RAL 'r TOPSss.o s�o T�'° 79 ,.1) TOE 562.s &') CONSULTANTS ° STA 46+ e. �� / \� . ° S 0 565.0 1 .50' R 1 TOP 569.4 ��) o+ ° ° a ¢? Site Planning • CNiI Engineering i o C (Q5 TOP 57a4 !ti TOE 56z9 y1 ° 0•� Landscape Architecture • Land Use Consulting TOE 569.9 s)� -�\ ° ,' �.. \ 1G4 11321-B NE 1201h Sheet m z 4 p• Kirkland, WA 9e034.142512852390 vi > 51 '�O 7 i S `� w ° q i �� Q q �p p 101 South Wenatchee Avenue, Suite -7 31 STA 120+63.49, 64.82 ° so U Wenatchee, WA 9eea1.(509) 29&7131 j 11.00' LT �� 56. a O �°�° i 24+00 www.cphcansuItants.com a h 1 s PROJECT NO. m < ° q� ° ; �a \ a j 0024-18-042 TYPICAL RAMP DET. DRIVEWAY DET. TAIR DETAIL C2.24 OR CALE : I'II 0 10 20 u PP SCALE : 1=10' RQ SCALE : 1 =10' PLAN IN FEET SHEET 16 OF 62 dI Callbefore you di, N oW whars below. Copyright ® 2020 CPH Consultants, LLC. All Rlghts Reserved.