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>6'(C-HELD) <br />)4.54(R2) <br />TP N .2 0 050700300300 <br />93.17'(RI &R2-HELD) FOUND 1/2" REBAR W/� <br />CAP H&AI LS 28074" <br />9 3.09' (M) 0.7' BELOW GRADE <br />ONSITE LIGHT POLE (TYP). SEE <br />ARCH PLANS FOR DETAILS <br />7' CLFNC (NE) / <br />8' CLFNC (SW) <br />FOUND 1/2" REBAR W/ / <br />CAP "TRP ENG 33125" <br />0.1' ABOVE GRADE <br />OBS: N. 0.0' X E. 0.1' / 7 <br />(7/20/21) <br />/ <br />Al <br />�plf�\]o�oO�Oo7o000�30000�0000 °o°' .:'' <br />NO <br />SSMH (10149) <br />RIM 527.74 <br />6" PVC IE 517.70 (W) <br />CB (10147) <br />RIM 524.03 <br />4" PVC IE 521.64 (W) <br />4" PVC IE 521.63 (W) <br />12" CONIC IE 521.56 (S) <br />12" CONIC IE 521.46 (N) <br />FOUND PUNCH IN 1-1/2" <br />BRASS DISC IN CONCRETE <br />MONUMENT IN CASE, <br />0.5' BELOW RIM <br />(-7 /1 A /)11 <br />LEGEND: <br />- - I PROPERTY LINE <br />------- - - - - -- SAWCUT <br />ASPHALT <br />�..�...... �.., ...,.... i..�...... �.., .. CONCRETE <br />CURB / CURB AND GUTTER <br />TBM ' RETAINING WALL <br />EL=5, <br />LANDSCAPING <br />�o <br />NOTES: <br />,- 1. SEE LANDSCAPE PLANS FOR PERIMETER FENCING RETAINING WALLS, <br />TREES, AND LANDSCAPE DETAILS. <br />530 / ° / 2. SEE ARCHITECTURAL PLANS FOR DEMOLITION, SITE LAYOUT, <br />ON -SITE LIGHT POLES, SIGNAGE, PRIVACY WALL, AND <br />Al i CB (1008,' ARCHITECTURAL DETAILS. <br />SID ALK / T-1 W/ 7 <br />T N A S s i R2 cob c 3. ASPHALT PAVING SHALL BE PER GEOTECHNICAL REPORT BY <br />INT 12" CONIC GEOENGINEERS, DATED MARCH 2O22. HEAVY DUTY PAVEMENT TO <br />�0 1 BE USED IN DRIVEWAYS AND MATERIAL DELIVERY AREAS ONLY, <br />UNLESS NOTED OTHERWISE. SEE GEOTECHNICAL REPORT FOR <br />- PHA SSMH (10152) ADDITIONAL DETAILS. <br />A ENT ° % RIM 531.16 <br />/ 8" PVC IE 520.69 (E) 4. ALL CURB SHALL BE EXTRUDED ASPHALT CURB PER DETAIL 6, <br />PA HI 8CONE iE S <br />» OUT (N) SHEET C2.11 UNLESS NOTED OTHERWISE. <br />\ ) CTR CHANNEL 520.65 <br />SSMH 10425) <br />to i RIM 530.2 <br />CITY STREET CONIC IE 2.02 (N) <br />LIGHT POLEB"TLONE IE <br />OUT (W) <br />B (100 REMAIN (Tlq CHANNEL 521.97� <br />O W/ SOLID uU <br />/ RIM 533.11 <br />8" CONIC IE 531.35 (E) <br />12" CONIC IE 527.68 (S) <br />12" CONIC IE 527.65 (N) <br />CB (10083) <br />RIM 532.94 <br />8" CONC IE 531.34 (W) <br />ICV <br />-ICV <br />o '� �, 6 EXTRUDED 1 \ / PEN UT CE TO EE <br />C2.11 CURB (TYP) C B D �colvc s�o HTS L� ET <br />c 024GUTTER i � RAISED \ 0 SM ICV z \ <br />RI 47 R ATED l4' CLFNC REC. 06 8 <br />/ <br />....... �.. _ 8" DI IE 545.04 (N) FLAGPOLE <br />\ O \ <br />/ :�* BLA 200109070551 LEGAL 550 <br />,, _ s� SEE R .. 5 SI K S <br />0 <br />8 <br />PLANS FAR DETAILS <br />� .::>:::..•:::.::- ._ ... :: ••• ...:::::::. ..� • ....�............... � REC <br />4' CLFNC EAST �.; 9- <br />. 5 200 <br />:..::.:....::e.: •.:�.:: :::........".::::::::::.:.....:.::..:::•:.:.::............. : •I LF C ES :::.: \ TR s° <br />FOUND 1/2" REBAR W/ �>:::::::::>::: `.::.:::.::.:::.::::'::':::::_::::"_'::::>:':::._:::::' ' ( ) �:.: ::: ..•.; <br />i �... 32.1 TB 'B' <br />21 4 CAP "TRP ENG 21410"•::. P A CU TYP Sp <br />/ EL=537.88' <br />OBS. S. 0.1 X E. 0.1 <br />R1 LOT LINE:. ::.......:.- R .. .....# M OZ I I <br />0 <br />� <br />-rPN o2 0 05077 000�300 00 600 0 ..:�:. p.5 ....... _ CV <br />2 <br />S82'48' _ _);::>:.:.;;;;::::<:>`::::»'::::::,... FRET NG <br />15' /- O� _ ICV <br />- ' ' 0.99' I 540 CB (10085) <br />RIM 537.60 <br />3 15' _ 12" CONIC IE 533.61 (S) <br />_j �/� s \ 12" CONIC IE 531.83 (N) <br />o L Q \ 18" CONIC IE 531.78 (W) <br />o �p�o�o0�0700300�00 30' INGRESS/EGRESS ESMT. r' <br />REC. NO. 199911010711 <br />i AMEND. 201611140667 2 (,`uAG AIL / s <br />6, WASHER <br />Cn Cn 16'X80' INGRESS/ EGRESS/ C2.1'0 I W LS 28074" <br />o J OBS: N. 0.1' X W. 0.2' <br />UTILITY ESMT. \ <br />REC. N0. 199911010711 (7/13/21) I , <br />EXISTING DRIIV - 542 s SSMH (10156> <br />N <br />P RI PVC IE 531.39 (E) \ <br />TTnn pp�� RIM 542.10 <br />12" COf�C'I'LL1�4 <br />12" CONIC IE 537.56 (N) �� 8" CONIC IN \ - 8" CONIC OUT S(N) \ <br />CB (10158) S s° CTR CHANNEL 531.39 <br />RIM P . \ <br />8" PVC IE 538.78 78 (E) (E) <br />CB (10157) <br />RIM 541;94 <br />0 15' 30' 60' <br />1 inch = 30 feet <br />1 3/30/22 TJP KEC JDE CONSTRUCTION DOCUMENTS DRAB DESAWP IGNED BY �� EBE,� LMJ HYUNDAI <br />SHEET <br />E CHECKED BY APPROVED BY <br />• Call 811� ° �As�,�� 7800 EVERGREEN WAY, EVERETT <br />p • two business days 16015th Avenue, suite 1600 CID <br />KEC JIDE before you dig Seattle, WA 98101 <br />DATE <br />y 206.622.5822 <br />,n,,,,,w.kpff.com �o IST OVERALL SITE PLAN <br />03 30 2022 ,8 M745 C2*00 <br />SCALE: � 1�' <br />N0. DATE BY CHID. APPR. REVISION J 0 B No.: 2100507 AS SHOWN `SSIORAL 03/31/2022 <br />