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Home My WebLink AboutR-385813I P1r1I1V JLVIIVIN IFLI1 C�.2 1100 DINiG)/.- A ...»fBYGr..w.w• 1:' 41 E'Sj C' L5 T".<. CURB NDTINCLUDED IN50i1EM- SEE RAMED ECS -Ir 1W ,IP'"£ PREM,DI.DEU SIDEWALK K CETA€L - T, H1SS H .3. ANT FILLER ALL CUT 161 —4 I l CONTTRACTI �LPEw 1R' ON) P11 (Typ'l WITH RAISED EDGE ' We tf�L } & IRNOWC T LUDIE »:+ IN 810 ITEM ",. 1 .. 341 #NPftWLDED `-" q ,WISf IO'GRA€3E 1'" fft BELOW SMEWALK ADJACENT" TO CURB ow (SEE ONT CT 91x., (IN) k (TYP ) Rt�ll DING CURB:ia -4 'rtdCk #iL#Ef IN WID ITEM M PFiEtaAC9I I IES WALL OR BARMER ORI GE OR PEDESTRIAN JOINT Flv'LE6f RAILING ADJACENT TO CURB BARRIER SEE S1Ki6WA,LIK {STEE�'Ftb�S LlPES et�IY FACT" PLANS tSI„E CION f"ExA��• vm�I:I OSAAIRfER CURB NOT INCLUDED IN 81.0 ITEM f S£IDEw V2' (114$ R s VERTICAI, WA1. , eE DETAII, 'AYE ADJACSNT TO URB ANO RAILING OR WALL #' al', (IN); PReMOLDED SIDEWALK. _ BUFFER STRF tE NTA4nCfy vseNQTE 10 1T „ IrII SIDEWALK ADJACENT TO WALL D TAIIL CURB NOT INIC;'t€?CES I1V 1N's ITEM .' �. .:. ` .Y .. LEE I.�« 4. FINISHEO GRAOE 9" 0N)BELOW TOP Of CONCRETE SURFACE FOA P LAYNTIW+ « FLUSH IF PAVES . r a F w F R ADJACENT TO BUFFER STRIP ` �� t)tJ#'IEC EI�Itf� �!��i�.�.�..'..:' ; i',:,•` � F y 4 i3+Ii3E; viii TROWELED PERWIETEf' RAISED EDGEDETAIL .,OBITS €Cf IWA.UC 1~ RAME« EDGE •I •� i it r 1 6 : :,gkkk ` r "� 2' TAPER STRIPED ACCESS WIDTH PER F TO MATCH EXISTING EXISTING BUILDING--\ OR CONCRETE LIMIT OF RAMP BLOCKOUT FINISHED STRIPING GRADE 1.5% MAX ADA ACCM • r ________ EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) 2.O MIN, (SEE NOTE 2) NEW CURB & Gtr TTER 040 ITI~ti Ni:l.11DES S.rliEWALK RAMPS) MI$t YtfitlS ;EE Pt 1 I.E NC3SE S} 100: Of PAVED :ttEE` I ~7Si�AH�YK]f3 3G}t�ti I"E�P 1 �` ISE TIC) T+�Ali }€12. CEAs NT SOEWAUK E j if r SEE NOTE F?sT2a:s wiff3 12H. } d C E 14I CS�iC iE d SLOE f'I'YP � � CI} IL �i iT IER IIIE� P1CfTE ;iia" C0NrAACTIQN J0NT TYP ., f fSEE STG PLAN to PLAN VIEW ;TYPE C3 SHOWN., C1 A Ci & C -MAX SWILAR) (SEE NO It I% VA"S, ISEE NOTA 10s., ARTERIAL STREET MINIMUM 7" MMA (or ACP Class B (SEE NOTE 1), OVER 3. M a 6" CRUSHED ROCK , ,' -;,_ -~ . . V iY N. 4 {eirMEN Y CON . F C ` SIi 11fAY.K .,_ 3119'EXPA,1410N JOINT ( ` P.f SE>�TICIN (A) (SEE ST�3.I Pk }nx) MXWALK w 9 4fR""ITtP,I i.QiYfMAX, . R S I N T I A €TI�E �.�PE ESILPE Sft�3�EY?2A TE£TREE!-MLN-1 M t r a� i. µ Y Y i 4fJ P HMA or A Class (SEE NOTE 1), OVER MVfW`#W,'ftLIf�6 CRUSHED ROCK �N „V r t S uwMA.,K 04SDP 10x rc~�ma: sITCTM s Y NOTES: 1. FAUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE. POSITIONED It _.. O" BEYOND EDGE OF DAMAGED PA�fEMEN], 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT "THE CUTTER FACE, SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. L , A I 1 0 IF;, , I, Ah I 1 1:041 ASPHALT PAVEMENT #3 REBAR PRE -DRILL 5/8" HOLE & FI LL W/ EPDXY 2' GE14E14T cowm'm AIL, ash PL,'411 1,04 cE4 4F&T COWCRE •F coft Is ,etrr a jss,F wm !j) TYPE C2 -ISOMETRIC VIE' For tkIOTE$ son $T0, PLAN 104.2 NTS V4 - DMEWAY EK91MCE 111 *2" TO 6" CLASS `E' i' LANE LINE OR C; ASS `13' f J F— 6.5' M N . —i 2" DEPTH OF GRIND OR SAWCUT AND REMOVE — 6.5' MIN.1:> — w 1' 1 2.5' 1' 1' MIN MIN MIN MIN MIN ?" C_ASS `B' �J �— ACP CLASS* 6 CRUSHED SURA AC NG TOP COURSE CRUSHED --�OCK, FLOWABLE FILL —' z CR AS REQUIRED Ev ENG NEER C) TYPICAL TRANSVERSE PATCH * FOR MINIMUIV STANDARDS, SEE DWG# HR -05, FOR FLEXIBLE PAVEMENT SP PAGE 1-1032 NTS cm STD " Hm-1 - PA*mmPATcH 8 s$ /3 1 j • i I A R C H I T E C T S WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering p11cwww.Ipdengineel1ng.com A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue — Suite 100 — Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayf*jet.com Professional seal J. p og WAs�l %o 30766�q � G ST0'�� `S`sIONAL No. Issue Description Date 1 PERMIT SET 5.08.15 2 FIRE ACCESS DRIVEWAY 6.12.15 3 A PERMIT REVISIONS 8.31.15 4 CONSTRUCTION DOCUMENTS 9.15.15 TESC 9.25.15 5 6 & PERMIT REVISIONS 10.07.15 I Drawn by: JLC Reviewed by: LJP Project No: 06071 —2015-01 PAVING AND FRONTAGE DETAILS Original drawing is 22" x 34". Scale entities accordingly if reduced C3.3 1�zZ • COCr 1111111mi 'E'�;:1 Zr- ` ��4.�,• t� ?t" �1\ %; � � ^?-t..%,,1, 'may i� ' it ♦ �: ter.. .t :tel' 1 .�,..s ��\♦.-'. � • Sift l.. �" y / 4.f !� ",�� li � i�-',�� / �): l: r !"\* . f : Rl r . �... ` . },, ol �Z, m EXISTING m 'D y �o w PAVEMENT 00 C PAVING SECTION PER �32 ADA ACCM • r ________ EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) 2.O MIN, (SEE NOTE 2) NEW CURB & Gtr TTER 040 ITI~ti Ni:l.11DES S.rliEWALK RAMPS) MI$t YtfitlS ;EE Pt 1 I.E NC3SE S} 100: Of PAVED :ttEE` I ~7Si�AH�YK]f3 3G}t�ti I"E�P 1 �` ISE TIC) T+�Ali }€12. CEAs NT SOEWAUK E j if r SEE NOTE F?sT2a:s wiff3 12H. } d C E 14I CS�iC iE d SLOE f'I'YP � � CI} IL �i iT IER IIIE� P1CfTE ;iia" C0NrAACTIQN J0NT TYP ., f fSEE STG PLAN to PLAN VIEW ;TYPE C3 SHOWN., C1 A Ci & C -MAX SWILAR) (SEE NO It I% VA"S, ISEE NOTA 10s., ARTERIAL STREET MINIMUM 7" MMA (or ACP Class B (SEE NOTE 1), OVER 3. M a 6" CRUSHED ROCK , ,' -;,_ -~ . . V iY N. 4 {eirMEN Y CON . F C ` SIi 11fAY.K .,_ 3119'EXPA,1410N JOINT ( ` P.f SE>�TICIN (A) (SEE ST�3.I Pk }nx) MXWALK w 9 4fR""ITtP,I i.QiYfMAX, . R S I N T I A €TI�E �.�PE ESILPE Sft�3�EY?2A TE£TREE!-MLN-1 M t r a� i. µ Y Y i 4fJ P HMA or A Class (SEE NOTE 1), OVER MVfW`#W,'ftLIf�6 CRUSHED ROCK �N „V r t S uwMA.,K 04SDP 10x rc~�ma: sITCTM s Y NOTES: 1. FAUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE. POSITIONED It _.. O" BEYOND EDGE OF DAMAGED PA�fEMEN], 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT "THE CUTTER FACE, SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. L , A I 1 0 IF;, , I, Ah I 1 1:041 ASPHALT PAVEMENT #3 REBAR PRE -DRILL 5/8" HOLE & FI LL W/ EPDXY 2' GE14E14T cowm'm AIL, ash PL,'411 1,04 cE4 4F&T COWCRE •F coft Is ,etrr a jss,F wm !j) TYPE C2 -ISOMETRIC VIE' For tkIOTE$ son $T0, PLAN 104.2 NTS V4 - DMEWAY EK91MCE 111 *2" TO 6" CLASS `E' i' LANE LINE OR C; ASS `13' f J F— 6.5' M N . —i 2" DEPTH OF GRIND OR SAWCUT AND REMOVE — 6.5' MIN.1:> — w 1' 1 2.5' 1' 1' MIN MIN MIN MIN MIN ?" C_ASS `B' �J �— ACP CLASS* 6 CRUSHED SURA AC NG TOP COURSE CRUSHED --�OCK, FLOWABLE FILL —' z CR AS REQUIRED Ev ENG NEER C) TYPICAL TRANSVERSE PATCH * FOR MINIMUIV STANDARDS, SEE DWG# HR -05, FOR FLEXIBLE PAVEMENT SP PAGE 1-1032 NTS cm STD " Hm-1 - PA*mmPATcH 8 s$ /3 1 j • i I A R C H I T E C T S WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering p11cwww.Ipdengineel1ng.com A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue — Suite 100 — Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayf*jet.com Professional seal J. p og WAs�l %o 30766�q � G ST0'�� `S`sIONAL No. Issue Description Date 1 PERMIT SET 5.08.15 2 FIRE ACCESS DRIVEWAY 6.12.15 3 A PERMIT REVISIONS 8.31.15 4 CONSTRUCTION DOCUMENTS 9.15.15 TESC 9.25.15 5 6 & PERMIT REVISIONS 10.07.15 I Drawn by: JLC Reviewed by: LJP Project No: 06071 —2015-01 PAVING AND FRONTAGE DETAILS Original drawing is 22" x 34". Scale entities accordingly if reduced C3.3 1�zZ • COCr 1111111mi i, D rr tTJ ma zi C 0 -Z' m Z' m 'D y �o w Cn • rZ S C m - r UU N z z �//�� rm 1.I J D D r O 1111111mi tTJ �c 0 oICD O w 'D y �o w 00 (MA 00 D r O �c Im< Cr