Loading...
Approved C1.2-244-ACCESSN 0 0 01 N a Q 0 0 3 v J U I ED 0 bi i7 LEGEND EXISTING PROPOSED -- PROPERTY LINE A.C. PAVING - R.O.W. CENTERLINE CRUSHED ROCK BASE EASEMENT — —I "—''-solL IU I I I �E j"IIIII III=1 I I=1 I =III=111 FII-'' $ L WALL LIGHT DUTY PAVING 2" HOT MIX ASPHALT — CLASS 1/2", OVER 4" TOP COURSE CRUSHED SURFACING PER WSDOT SPEC. 9-03.9(3), CONCRETE OVER COMPACTED SUBGRADE, 95% OF MAX. DRY DENSITY (ASTM D1557) EX. A.C. PAVING HEAVY DUTY PAVING 3" HOT MIX ASPHALT — CLASS 1/2", NEW A.C. PAVING - LT. DUTY OVER 6" TOP COURSE CRUSHED SURFACING PER WSDOT SPEC. 9-03.9(3), OVER COMPACTED SUBGRADE, 95% OF MAX. DRY DENSITY (ASTM D1557) NEW A.C. PAVING - HVY. DUTY NOTE: FOR ADDITIONAL PAVING AND COMPACTION REQUIREMENTS, NEW A.C. PAVING - ROADWAY REFER TO GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES. PER SHEET C5.1 ri""'I ASPHALT PAVING SECTION 8 �- — - — w WATER MAIN �.2SCALE: N.T.S. 8 — - SS- S SEWER MAIN 12" DD_ o STORM DRAIN iC� FIRE HYDRANT 2.0' 3" HIGH BERM ® WATER METER A.C. PAVING D4 GATE VALVE O • SEWER MANHOLE CRUSHED ROCK ❑ ■ STORM CB �❑ 0 STORM MANHOLE 2 ASPHALT BERM �.2SCALE: N.T.S. VERTICAL DATUM BENCHMARK - SNV-7557. NAVD88. CITY OF SEATTLE BRASS CAP, STAMPED "7577". NORTHEAST CORNER OF CONC. BASE FOR STEEL TRAFFIC SIGNAL POLE IN TRAFFIC ISLAND AT SE QUADRANT OF THE INTERSECTION OF AURORA AVE NORTH & NORTH 2O5TH ST. (244TH ST. SW). ELEV= 414.60 SITE BENCHMARK: EX. SEWER MH RIM= 442.87 82344 82346 82348 82350 SIGNS SHALL BE CONSTRUCTED OF 14 GAUGE ALUMINUM AND THE MINIMUM W1VTH SHALL BE 12". THE ADDRESS; NUMBERS SHALL BE 3" HIGH REFLECTIVE WHITE, SET ON A GREEN BACKGROUND. ADDRESS SIGNS ARE REOUIFRI.ED WHEN THE ADDRESSES CANNOT BE 'SEEN FROM THE STREET. SIGNS SHALL, BE PLACED ON 4" 41e TREATED WOOD POST. HEIGHT TO B0170M CF SIGN SHALL BE 30m ADDRESS SIGN SIGNS SHALL BE CONSTRUCTED OF 12 'GUA.GE ALUMINUM. FOR ARTERIAL AND COLLECTOR STREET SIGNS. MINIMUM SIZE SHALL BE D" X WIT" LETTERING 6„ TALL. F CAL — RESIDENTIAL STREETS, SH�kLL 5TH AVL BE 6" X30 WI ERS 4" TALL_ IN BOTH CAS EKING WILL BE HIGH REF WHITE SET ON A OGRE KGROUND. V� O 2" X 2" X 10' TALL UNISTRUT POSTS SHALL. BE SET N A 2' UNISTRUT SLEEVE / CONCRETE -100 FOUNDATION, TREET SIGN C ITY- 0.F::. E O 1 .= REviSiO S, STANDARD [DETAIL D, GCDCRT 10/6/03 TAM ADDM Ea -GEKRT 03/24 0+5 7/24l01 wry dwa "a' � O SITE NOTES SW1/4 OF SEC. 31, T27N, R4E. , W.M., CITY OF EDMONDS, SNOHOMISH COUNTY, WA EXIST BLDG 11 \ \'I + + + + '\ I + 4 + + � + + + +t_+_ + — Y c + + +00 + + + + + + + + EX. CONC. CURB z = + + + 3 + + + + + + + + + PuP I L + + + + + + + + + uT UT ++ +++ ++++++ -�1 + + + -K A+ + + + + + + + + + + + + + EX. SEWER EASEMENT + + + + + + + + + + + + wo 16 + + + + + + + + + + i AFN# 1988205 -� +++++ ++++ + + 1 c� + + � ++ + + + + + + + �+ + + ++ + + + + + + + + + + + + + + + + + + + EX. 40' + + + + + + + + + + + + ACCESS & + + + + + + + + I TILITY ESMT + + + + + + + +++ + +r_ + + + + + + + + + + + t ' 7 7 . 7 . 7 1T I 10 / .q. + + + + + + + + + + + V I G + + + + + 1f + + + + + I + II + +3 + + + + + + + + + + + /+ + + + + + + + + + + + +� + + + + + + + + + + + F + +� + + + +I + + + + + + + + + +F + +I + + + + + + + + + + + + + + -WHr -+ +- ---W --- W---- Vv---- vv + - + + + + +_� t y I-+- - - cc ICI + + + + + + - -- - -- w-- - W - - -- w - - -- w + + + + + 9 3+ + ±2( +�+ Lw II i+ ++I I 40' WIDE INGRESS, EGRESS - + + & UTILITIES EASEMENT (PER c I j+ +1 � z II+�+1 SHORT PLAT SP109(5-75) y ROCKERY NOTE NO ROCKERY MAY ENCROACH INTO OR BE LOCATED IN, OVER OR ON ANY CITY RIGHT-OF-WAY. ROCKERIES ON PRIVATE PROPERTY ADJACENT TO CITY RIGHT-OF-WAY MUST BE SET BACK FROM THE CITY RIGHT-OF-WAY A MINIMUM HORIZONTAL DISTANCE EQUAL TO THE HEIGHT OF THE ROCKERY. ANY EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY OHU 1 A.C. PAVING PER DTL. 1 /C1.2 — — — 4 CONC. CURB PER ARCH. PLANS IU OHU 10 SAWCUT & SEAL LINE ti0 OHU 16 NEW ROCKERY PER DTL. 1 /C6.3 OHU OHU 8509 8513 8425 8431 8433 8435 8437 Y� + I + + + I 1 0 �+ +1 r+ +I10 0 + +I O I z I + +I o 0 w + I + +I z O I� +1 EX. 6" WATERMAIN i3 + TO BE ABANDONED I I+ G z i) I I ' I + + Y + O + +I Q + I z PROPOSED 8" WATERMAIN I+ PER SHT. 2 l + G I I I + + 10 ' EX. 10' SEWER + W EASEMENT +3 I G w I I+ + I / AFN# 1988205. +++ 0 + 1 I NO EX. PIPE. TERRAFORMA (1) a o $ DESIGN GROUP, INC. $:,� 0 cA m 2 CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE O 0 0 c 5027 51ST Avenue SW Seattle WA 98136 N 0. phone 206.923.0590 website terraformadesigngroup.com J C E �a a$ .■� w O O U � ao o Go CO a �0 W c ARBYS BEYE BROTHERS LLC 8425 244TH ST. SW PARCEL 00463303200200 CD Q I II+++ +I o ESMT. TO BE X Of I+ + I G RELINQUISHED w L I+ _s: I BY OWNER. U I+ +� a � � Y w o I+ +� GC-) PROPOSED ADDRESS o II+ + r \ / 4CID Of 0 O SIGN PER CITY DTL. E8.3 I I + + + 1 EX, 40' ACCESS �+ + 1 w &UTILITY ESMT. + +1 0 DRIVEWAY RECONSTRUCTION SHALL OCCUR IN TWO PHASES. ACCESS TO ARBYS AND DENNYS SHALL BE PROVIDED AT ALL TIMES. [ SAWCUT & SEAL PARCELS 00845400-100100 TO 200500 REMOVE + + 1 1 LINE. LINE. ASPHALT CONBLOCK WALL PER SHT. C6.4 3.0-FT CLEAR AROUND HYDRANT. NEW SIDEWALK PANEL. EX. ARBY'S SIG EX. FH + I_ + + + 1-+— PATCH PER DTL. 1 C1.2 / MAX. 30„ EXPOSED HEIGHT. 0 / e PVN i + + + + + + N W F W/ 4" PERF. DRAIN (DAYLIGHT BELOW) 4' MIN. LENGTH. , - REMOVE ROCK P . c + + + + + + + M +< G + t X. ARBY'S IRECTIONAL SIGN 0 — I 24.9' I + + + + +z E UTILITY POLE �P + + + + + + + + + ++ + +3 + + + + + + 5.2 CLEARANCE FROM FACE OF H OHU 0 H 449. �- bHfl + + + 0 �� U + + + + ter + + = U - POLE 10-FACE OF CURB OHU - ,y C OHU ._�H �.! OHU OHU OHU OH OHU OHU OHU OHU OHU OHU U EX. SIDEWALK / °i CAMP a a ® ° a a RAM EX. SIDEWALK OHU OHU OHU —Y— OHU OHU � U �— nHu I nwi 4 4 3 4 W.®'MMIAM:4I I11�1111 x x 11111111111111 Illlnllllrlll �nnnnnnnnnn IIIIIIIIIIIII�IIII�IIII �I� I —IIII III III IIIII _ — � — — O NEW SIDEWALK PANEL. 4' MIN. LENGTH. --- - - - - - --w---- w---- w----w ---w `'- -w----w----w---w---- w----w 0 j i i i 'ii li 111 III III III IIII III III I III Hill I II IIII II II IIII II II IIIIIIIIII III III III III IIIII IIII wI1III II1IIII1IIIIII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11I111111111 IIII11111111111111111111111111111111111111111111111111111111111111 I1111111111111111111� I �IIIIIIII111111111111111 — 0 CD REFER T SHEET 2 FO R F I O WATERMAIN EXTENSION AND o O + SW 244TH STREET RESTORATION / + (_0 / IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII� � II11111 I111111111111111111111111111 --- >�, SW 244TH STREET �- s- -- s---- s---- s---- s— s---- s---- s---- s s— -- s---- -- _o�-- --- s---- s---i -- s s---- s-- — s---- s-- - - - - - //� --- ---- ---- ---- -T -- - n- nl� o � O OHU OHU OHU OHU OHU OHU REFER TO SHEET C5.1 FOR SW 244TH STREET RESTORATION 0 5 10 20 1 inch = 10 ft. �L)----L) OHU OHU OHU OHU C�I;LI OHU OHU OHU PERMIT: BLD20170899/0900 ZE © CORNERSTONE ARCHITECTURAL GROUP O� of WAS&/tiG�2i z J G w w W w 0 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ZONAL E� 3/30/18 (.0 N O CIO w U � O �Z 0 JO J Q 1..� W w Q U) Z >� J N 0 z LO 00 a 00 O � CM z 0 M (n LI > ~ LI C) 0� C1.2