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HomeMy WebLinkAboutzR-3776Set0622059143 ZONE R- 1 0622059001 • e Know wws below. 0211 before you dig. V T I L I T Y C O NFL I CT N O T E. CAUTION,• THE CONTRACTOR SHALL BE RESPONSIBLE FOR V DIMENSION, AND DEPTH OF ALL EXISTING UTILMD PLANS OR NOT, BY P07OIJNG THE UTILITIES ANI AND VERTICAL LOC47M PRIOR TO CONSTRUCTOA CALLING U7UTY LOCALE O 1 -800- 424 -5555 PC DIRTIES AT LOCATIONS OF NEW UTILITY CNOSSIM WHETHER OR NOT CONFlICTS EXIST- LOCATIONS C ON THESE RAMS ARE BASED UPON THE UNVERIF ARE SUBJECT TO VAR14 WTN. IF CONFLICTS SHOW SHALL CONSULT WITH INSIOHT ENGINEERING COMF PROBLEMS PRIOR CONSULT TO PROCEEDING WUH ALL A/C DRIVEWAY / PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22 N., RGE 5E, W.M. KING COUNTY, WASIENGTON LINE LENGTH CALCViAiEO _ r I�t R-/4 93.90 SOROO1001E GITERSECIOIJ 0.00 S00'001001E L3 47.81 SOROO100T TBM 24° ADS Tx� L5 44.83 '7T. 659080 NV- 11;,57 (S) 3123059023 I SD1,IH Um RIM 124.91 1 _ A/C DRIVEWAY / nVV 119. 0 !E) N !NV- 1 18.95 !N) V 11.4' \ Ml' 118 65 1'/) w CHANNEL E,I I A n BELL TEL..IH I \� RIM 123.58 ( >\ DIP 'YTR V/ / i" E L 13t7 1i --- �ssMH ss-- _y_�s_ ss SSIAH - - RIM =109 50 u RIM =1.556 INV 10x85 (CIR. CHANNEL EVI) INV -9t. 56 (N) IM1V =9f 46 (C ;R. CHANNEL E,;,) 0622059143 ZONE R- 1 0622059001 • e Know wws below. 0211 before you dig. V T I L I T Y C O NFL I CT N O T E. CAUTION,• THE CONTRACTOR SHALL BE RESPONSIBLE FOR V DIMENSION, AND DEPTH OF ALL EXISTING UTILMD PLANS OR NOT, BY P07OIJNG THE UTILITIES ANI AND VERTICAL LOC47M PRIOR TO CONSTRUCTOA CALLING U7UTY LOCALE O 1 -800- 424 -5555 PC DIRTIES AT LOCATIONS OF NEW UTILITY CNOSSIM WHETHER OR NOT CONFlICTS EXIST- LOCATIONS C ON THESE RAMS ARE BASED UPON THE UNVERIF ARE SUBJECT TO VAR14 WTN. IF CONFLICTS SHOW SHALL CONSULT WITH INSIOHT ENGINEERING COMF PROBLEMS PRIOR CONSULT TO PROCEEDING WUH ALL A/C DRIVEWAY / PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22 N., RGE 5E, W.M. KING COUNTY, WASIENGTON �/ ❑7GC ..7.._ 7/ / /F 77-// "�T / /�; >T/ 7�R /l'/ I .,- 77 /� � SOUTH55THSTR - Ti ��z /T T�77 T,- /r / /- /;7r�.� _ - -- -- - �- �C L _- ,ASIS OF BEARINGS I _ /7i�i /7 /Y 0 1 I ; - 3 N✓ 10901 / OF 12 +0'G' ) _ _ - I ib� 14+94.53 I n� 19a2_ o A I _7m v z7'DS °� I; bs - \t, C /:•f+�C _ z n �. ' �, TE FTF , s a \_ _ _ 1 T i +o0 T /41 �_C �_,�N -._L' 88'27• ' ..1.860.... AS GA�.. a &6A'SS u�.i3255 W� GAS _A A,S .S __� _ - -� y�l�J^ /� ✓1T. - _ / I V 1200 - h - - -� � - I� -CiA lFVF - v V �1� t'IIP / � z } v'o5' E-6 3 7 E W. NE 3R0. 1 A / 63' "� -- �V I_ �i�� i �I\ L - - _- '� I c' III VD %IIr // r Q, ti m SITE m 'o SCALE- 1" = 30' VICINIT 30 15 0 30 60 95E 1 = ) o LO� #17 II i I� I LIOT #1 4,9841 SF I s,27a SF ( LEGEND 03 I/ EXISTING MONUMENT (AS SHOWN) �I I 0V w ;� V L �/ L - + 9 I I �'� <r SANITARY SEWER CLEAN OUT CO '\2 RIB V A n - 90' - A \ - -� qIq'` Cow SECTION 1/4 CORNER NOT FOUND -CO ( ) \•� A I. �ca I ( -__ ��- - - } - -�V X50' 8T -_ �. \ \ {}P POWER POLE 5 \ 6'' \ I �\ -� \ \ -I \ \ \ SECTION CORNER NOT FOUND -�- GUY POLE �+ \ \ \ \ \ FOUND REBW CAP OR I.P. IRON PIPE DATE u Ia r\ 1J s \ 1V01 #1� \VI '� A. ( \ I V A / ( ) (DATE) ❑W� WATER METER 057 SF CALCULATED WATER VALVE S 46th gI u s S 50th'ASI S 50th PI S 51st CI Se 192nd I LINE TABLE LINE LENGTH BEARING r I�t R-/4 93.90 SOROO1001E L2 0.00 S00'001001E L3 47.81 SOROO100T TBM 73.33 300'0010017 L5 44.83 '7T. 659080 NV- 11;,57 (S) SSMH I R M 126.98 1 _ A/C DRIVEWAY / IN 113./6 (C R CH 1N,L N,� ✓1 INNV= 162.86 V 11.4' \ (AB 6091 eD 12' 0 !) w CHANNEL E,I �/ ❑7GC ..7.._ 7/ / /F 77-// "�T / /�; >T/ 7�R /l'/ I .,- 77 /� � SOUTH55THSTR - Ti ��z /T T�77 T,- /r / /- /;7r�.� _ - -- -- - �- �C L _- ,ASIS OF BEARINGS I _ /7i�i /7 /Y 0 1 I ; - 3 N✓ 10901 / OF 12 +0'G' ) _ _ - I ib� 14+94.53 I n� 19a2_ o A I _7m v z7'DS °� I; bs - \t, C /:•f+�C _ z n �. ' �, TE FTF , s a \_ _ _ 1 T i +o0 T /41 �_C �_,�N -._L' 88'27• ' ..1.860.... AS GA�.. a &6A'SS u�.i3255 W� GAS _A A,S .S __� _ - -� y�l�J^ /� ✓1T. - _ / I V 1200 - h - - -� � - I� -CiA lFVF - v V �1� t'IIP / � z } v'o5' E-6 3 7 E W. NE 3R0. 1 A / 63' "� -- �V I_ �i�� i �I\ L - - _- '� I c' III VD %IIr // r Q, ti m SITE m 'o SCALE- 1" = 30' VICINIT 30 15 0 30 60 95E 1 = ) o LO� #17 II i I� I LIOT #1 4,9841 SF I s,27a SF ( LEGEND 03 I/ EXISTING MONUMENT (AS SHOWN) �I I 0V w ;� V L �/ L - + 9 I I �'� <r SANITARY SEWER CLEAN OUT CO '\2 RIB V A n - 90' - A \ - -� qIq'` Cow SECTION 1/4 CORNER NOT FOUND -CO ( ) \•� A I. �ca I ( -__ ��- - - } - -�V X50' 8T -_ �. \ \ {}P POWER POLE 5 \ 6'' \ I �\ -� \ \ -I \ \ \ SECTION CORNER NOT FOUND -�- GUY POLE �+ \ \ \ \ \ FOUND REBW CAP OR I.P. IRON PIPE DATE u Ia r\ 1J s \ 1V01 #1� \VI '� A. ( \ I V A / ( ) (DATE) ❑W� WATER METER 057 SF CALCULATED WATER VALVE S 46th gI u s S 50th'ASI S 50th PI S 51st CI Se 192nd I LINE TABLE LINE LENGTH BEARING L1 93.90 SOROO1001E L2 0.00 S00'001001E L3 47.81 SOROO100T L4 73.33 300'0010017 L5 44.83 S4WOI'27w a V - BD - J v D' WNTER V 4,061 SF V (P) PLAT ' MAILBOX \ I I S895428'E 135.2]3 A A I _A_ v A V I I IMH 0 A A LL _ A I I (M) MEASURED � _ � I I UTILITY POLE ,wcHDR 7.7 \ _ _ I I TBR TO BE REMOVED U FIRE HYDRANT (2 NOZZLE) 4 I U N IM' =: 12.93 CURVE L I 24" ADS DELTA T TANGENT C1 7 78.58 1 100.00 4 45'01'27" 4 SDMH DIVEST COMMUNICATIONS 1055 SOUTH GR40Y WAY = 1 16.87 RENTON, Wit 98055 PREMIS BUREAU, 4TH FLOOR 1,- 111.62 (NE) = NV- 11;,57 (S) I 1 u A/C DRIVEWAY / \1 310' SSMH RIM = 115.38 INV = 105.61 (S) INV= 105.71 (S) p 1 1 l'URVETABLE CURVE L LENGTH R RADIUS D DELTA T TANGENT C1 7 78.58 1 100.00 4 45'01'27" 4 41.45 \ \ I \ ,\ f- \ I 1 F.0.1 /. RIGHT -OF -WAY TYPE 1 NGPA SIGN h p ,.O A A \ V A I - A AV I. I I I P.O.U. POINT OF BEGINNING Q r V I PROPOSED WATER o p I 240' \ - E UIPMENTANDPROCEDURE \\ \ \ TRACE 998 p \I\ 40T #3 \ d' G, CEN ERUNE PROPOSED SA 4RARY SEWER 6g51S OF BEARINGS S PUT OF I \ \0 EN SPA LE \ - � 3, 7 SF \ \ 1 C-5 CHAIN LINK FENCE - -- -- PROPOSED STORM DRAINAGE TALBOT ESTATES VOL 17211 -3 \\LOT #14 I I LOT #15 I � �1 \ml 12. ' 12.D' I 1I:` wooD FENCE \ 6,449 SF \ \ PROPERTY ONE 0 T I (T -O�j o A 4,570 SF \�ry N 5,.63 SF V A A I A �J ` V 1 1 P1.5. WATER SURFACE . n TRACT \ \ Io w \ \ \ \ - r -- V \ \ I --X--X- . EXISTING FENCE ONE BM W \ OP EDGE OF PAVEMENT CRY OF RENTON 11927 D@TENT - �I A I \ 87 1 1 VAULT \ c I A D/W ci START r - - - - - - ° 1 1 Bov/ BOCK of wax 'j EDGE OF PAVEMENT KING COUNTY CONCRETE MONUMENT AND CASE /N I I 9,655 SF >i I A A I 20' AC ESS V I .� y I A '^ - ( - - - - SOUTH AND 50' SOUTH OF CENTERLINE OF 192ND ST. I I v 11 I 1 V & UTILIZE' 57A 2 +51938 _+ 1 I I M I 1 +°'- O c0 STORM DAMN CATCH &SIN CB) -X - Ll75RNG CONIOIIRS GRATE! SHOULDER 3.9' WEST EA OF TALBOT R04D 1 I \ I EASEMENT \ \ \ o ° °\ ,I PROPOSED CONTOURS ELEVATION = 123.70' I� J b �J I I 1 � STORM DRAIN MANHOLE (SDMH) 1 °� n - - } - - \ 1 LOT SD -�-, PRE - EXISTING DRAINAGE PATTERN > - ¢5. '� \ PC = 2 +1.0. I I 1 $,923 SF I '"', O SS SANITARY SEWER MANHOLE (SSMH) TBM _ \1 \\ �� I �I 'moo I \\ 171.92 INV= 162.86 (GTR. CHANNEL EW) • \ f I \•r, . I I i �, y _ZONE R-6 _ - - - - II - \ ti 7931050!53 VERWA DATUM: -7111' _ I 1 82 \ \ \ �z' RAVEL / I HEARING EXAMINER'S DECISION. MVEI 88 JI- o \ \ AcCESs LOT #13 / I f _ ENGINEER /CONTACT SURVEYOR RDA I 5, 187 SF / �\\ 18,670 SF� I II 1 L 0 SF I I \\ \ 1. THE PTHEOOPENPSPACE SHALLL PLAT BE (PLACED IN A SEPARATE TTRACTEAND THAT TRACT BE DEDICATED TO A HOMEOWNER'S ASSOCIATION OR Nis✓t,YlT ENG9499MJG COMPANY HANSEN s4Rl£YIiG \ • \ 1 I III a, I .fie I I - IT I I OTHER WORKABLE ORGANIZATION ACCEPTABLE TO THE DIRECTOR, TO PROVIDE CONTINUED MAINTENANCE OF THE RECREATION SPACE TRACT P.O. BOX 1478 17420 116TH AWE SE \ CONSISTENT WITH KCC 21AI4200 EVERETT WA 98206 RENTON WA 98058 - -� I ✓ I I - - - - I - -1- `j 2. THE APPLICANT SHALL RE- DESIGN THE GRADING PLAN, TO PROVIDE AN OPEN SPACE TRACT THAT DOES NOT EXCEED THE 5 PERCENT CONTACT: S4NTHOSH MOOUYIL CONTACT. RODNEY HANSEN GRADE MAXIMUM THE UPDATED GRADING PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT (425) 25) 3063 (425) 235 -8440 II 9 I _ 8T r I \I MANAGER, PRIOR TO CONSTRUCTION PERMIT ISSUANCE FAX (425) 303 -9362 3. THE APPLICANT SHALL PROVIDE A RECREATION SPACE PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER 897 F \ x I I I WITH THE CONSTRUCTION PERMIT APPLICATION. THE RECREATION SPACE PLAN SHALL BE APPROVED PRIOR TO CONSTRUCTION PERMIT OWNER APPLICANT r 3 ° I ISSUANCE AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE KING COUNTY CODE, INCLUDING KCC 21A14 180 1 I 115' UTILI71•I o \ \ D/W CUT END I I \ I /-V 4. A LANDSCAPE PUN AND IRRIGATION PLAN CONSISTENT WIT KCC 21A 16.115 SHALL BE PROVIDED FOR RENEW AND APPROVAL BY THE M.T. DEVEI PI",, LLC IA.YS PACE HG SEMEN] V \ I STA 2 +64.50 1 S4' / \ \ LOT #6 I III I CURRENT PLANNING PROJECT MANAGER WITH THE CONSTRUCTION PERMIT APPLICATION THE LANDSCAPE PLAN SHALL BE APPROVED PRIOR 11625 RAINER AVE. S 11625 RAWER AVE. S. \ \ \ OT #j'�' \ \ 1 I I P \ 1 1 / \ \ 4,099 SF I I TO THE CONSTRUCTION PERMIT ISSUANCE SEATTLE WA 98178 -3983 SEATTLE WA 88178 -3983 I \ \ \, 134 SF \ ° 1 0 ,•� I 5. THE APPLICANT SHALL REDESIGN THE WETLAND TRACT TO COMPLY WITH THE WETAND MITIGATION REQUIREMENTS IN 21A24 J40 AND (206) 772 -2300 LT 997 \ \ /! \ PROVIDE AN EVALUATION PREPARED BY A QUALIFIED PROFESSIONAL IDENTIF)ING COMPLI4NCE WITH THE REQUIREMENTS OF 2IA24.340 FAX: (206) 838 -2791 N A \ \ I \ \/ \ co \ �• - - - - - \- - - - - J \ PRIOR TO CONSTRUCTION PERMIT ISSUANCE THE UPDATED WETLAND TRACT AND ASSOCIATED MMG47ON DOCUMENTS SHALL BE APPROVED 131\31 SF - -\ BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. - - \- - LEGAL DESCRIPTION , , I T -T� - - S _ 6. AN ACCESS ROAD AND EASEMENT SMALL BE PROVIDED FOR THE CITY TO SANITARY SEWER MANHOLE 13. SUCH ACCESS SHALL BE FROM 1 \ \ 1 \\ r - - - \ I (- - - - 1 \ \ I \ BY THE PPoUAN REVIEW PROJECT WMGER DRAVAULE SURFACE. REVIEW AND CONSTRUCTION PERMIT APPROVAL OF THE ACCESS ACCESS EASEMENT SHALL BE RECORDED PARCEL A' 3 \ I \ \ �I \ �' I I ` \ \ I \x \ OLD THE FINAL PUT. SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY 50• \ I' 7 THE TWO PRIVATE ACCESS EASEMENTS SHALL BE RECORDED AT THE TIME OF THE FINAL PUT RECORDING. BOUNDARY LINE AWUSTIEINT NO L05LOO92 RECORDING 4 \ I BU I \ \ I , 1• °^ I ROT #�\ \ a \POSTE 8. THE APPLICANT SHALL PROVIDE A TREE RETENTION PLAN WHICH IS IN COMPLIANCE WITH THE KCC 16 -82 -156 FOR REVIEW AND NUMBER 20060523900010 BEING A PORTION OF NE 114 OF 5 \ 6 ATP I I \ I I W R° I �\ APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT ISSUANCE. THE NE 1/4 SECTION 06, TOWNSHIP 22 N, RANGE 05 E, 36 SF _. 1 \ \ i, I I l I I 9. THE WETLAND TRACT SHALL BE PLACED IN A NATIVE GROWTH PR07ECTION TRACT AND SHALL BE RECORDED ON Off FACE OF THE PUT. XING COUNTY, W.M. 1;247 SO. FT. T� I I ' \ I I °' - I I I � 20' ACCESS & I I \ x \ \ IN ADDITION, A HOME OWNER'S ASSOCL477ON SHALL BE CREATED AND EACH LOUD OWNER OF THE SUBDIVISION SHALL HAVE A SHARED (ON PROPERTY) I I \ I\ \ \I I °_ \ I I I n -F U, I UTILITY €ASEMENT 1 _ - - - J \ \ UNDMDED INTEREST IN THE NAPA TRACT. iV \ I 2OF 10. IF NOT DONE SO ALREADY, CITY STAFF SHALL ENSURE THE PROPOSAL COMPLIES WITH THE CIIYS CONCURRENCY REOUUTIONS AND THAT ClTYOFRENTON TAI I o m I 1 \ \ I 1 I t.• �, - \. \ ALL OFF -SUE TRAFFIC IMPACTS HAVE BEEN ADEQUATELY MITIGATED. \LOT #I1\ } J -�- - 1- - -T - -+ \ I' T.P '� LOl 10 I L0.(#9 'F -I - I - - x APPR0VFDBY ° ^�' DATE: 11 7.>- / 9 5,405 SF v �I SHEET INDEX / u \ 4,083 F 3,999, SF 7, 1 I ,L I I A V V A I I 1 1 OTO 1 I I C1 COVER SHEET I -DISTURBED BUFFER I 1.14T�245F \ \ I \ \ I I I III I I 1,925 SF I I I C2 GRADING PLAN I \ \ \ 1 I I I^ R=377601 C3 �C P� APPROVEDBY- DDUV Ail DATE 11 2611 \2,406 SF y p, I I IT I II I * 1 \\ Ivy / I C4 GRADING DETAILS CS ROAD & DRAINAGE PLAN C6 ROAD & DRAINAGE PROFILE II I T I / C7 DETENTION PUN & DETAILS \ 52' / 8' L - - t55' - - �\ L _ ., u,1 IJ L _ - J 1 L - C8 DETENTION DETAILS APPROVBDBY( -� DATE lL•1 \ C9 FRONTAGE IMPROVEMENTS I 45 - - -�� - - - - - J / / CIO FRONTAGE IMPROVEMENTS 35263' \ \ I 1 C11 NOTES AND DETAILS V C12 IXISRNG FEATURES MAP Cf3 STREET LIGHT PLAN m , / Cf4 STREET LIGHT NOTES AND DETAILS "CONNECTING TO g ? SW1 SEWER & WATER PLAN IX. SIDEW K (3a63�-F 22 SW2 SEWER & WATER PROFILES SW3 SEWER & WATER DETAILS 8557200010 m z /� Poi POST OFFICE APPROVAL PLAN mp Eo 3 6 7 L1 -L3 LANDSCAPE & RECREATION PLAN INSIGNT INOINS•lINO CO. 8557200020 8557200030 8557200060 P.O. BOX -1478 N - 8557200070 8557200080 S1.1 -S1.4 VAULT STRUCTURAL PLANS EVERETT, WA 98206 VTILITYANDSER VICE PRO VIDERS NOTE: (425) 303 -9363 (425) 303 -9362 FAX 1. THE OPEN SPACE TRACT 998 INFOQINSIGI-ITENGINEERING.NEI• CABLETV' FIREDISTRICT• HOMEOWNER'S ASSOCATION.E 2 CITY COMMENTS JRC 10-28 -2014 S� ADDRESS RENT 5 1 AND Sr. RENTON, WA 98055 COWC4ST KING COUNTY FIRE DISTRICT 137: 2 REFER TO THE APPENDIX OF THE IN 1 CITY COMMENTS SJM 8T- OS -201a 4020 AUBURN WAY NORTH EAST KENT FOR WETLAND BUFFER MITIGATION PLAN. TAX ACCOUNT NO.'S 793100015106 Po BOX 1048 24611 116TH AVE S.E. REV. NO. DESCRIPTION warns DATE AUBURN, WA 98002 KENT, WA 98030 PHONE.. (253) 859 -3322 SCHOOL DISTRICT. POWER AND GAS.• TALBOT& 55THAVE PLAT RENTON SCHOOL DISTRICT 1403 PUGET SOUND ENERGY 300 SW 7TH ST. 10885 NE 471 STREET RENTON, WA 98055 P.O. BOX 97034 PHONE (425) 204 -2300 BELLEVUE, WA 98009 -9734 WATER AND SEWER TELEPHONE .• CITY OF RENTON DIVEST COMMUNICATIONS 1055 SOUTH GR40Y WAY 450 11071 AVE. NE RENTON, Wit 98055 PREMIS BUREAU, 4TH FLOOR BELEVUE, WA 98003 3. TRACT 999 SHALL BE OWNED & kWNTaNED BY HOA AN EASEMENT OVER AND ACROSS THE TRACT SHALL BE DEDICATED TO THE CRY. PARCEL: 7931000151 VACANT SITEAREA: 126815 SF (2.91 Ac) 114,618 SF (2.63 Ac.) 40FSECETON6, TWP.22N., RGE SE, W.M. I TALBOT & SSTH AVEPLAT SHEET Cl COVER SHEET of 14 C7i : -R-3-7760/ CALCULA 'ED INTERSECTION 24 ADS SMTh Rut 124.91 INV 11910 (E) IN 118, BE (N) IN/ 18.6' 'IV) call before you dig. U TI L I T Y C O NFL I CT NO T E. CAUTION.' THE CONTRACTOR SIW1 BE RESPONSIBLE FOR VERIFYING THE LOCAD DIMENSION, AND DEPTH OF ALL IXSTING URLRIES WHETHER SHOWN i PLANS OR NOT, 3Y POTHOLING THE UTILITIES AND SURVEYING THE H( AND VERTICAL LCCA71ON PRIOR TO CONSTRUCTION. THIS SHALT. INCLU CALLING UTILITY LOCATE 0 1 -800- 424 -5555 POTHOUNG ALL OF THI UTILITIES AT LOCATIONS OF NEW U17UTY CROSSINGS TO PHYSMALLY V WHETHER OR NOT CONFLICTS EXST. LOC47MS OF SAID URLRIES AS ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA ARE SUBJECT TO VARL47ION. IF CONFLICTS SHOULD OCCUR, THE CON SHALL CONSULT ATTH INSIGHT ENGINEERING COMPANY TO RESOLVE AL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. 5E, W.M. KING COUNTY, WASIMVGTON ZONE R -14 TBM 4 3123059080 Y 6.98 SSMH N 111.6 I CH NN L N E/ RIM= 171.92 I TT Ae /nV� 0 2 T INV= 162.86 (GTR. \ / E W xl Y7 r o /� / /T/ T /�/ 7- ( \✓ _ CHANNEL x _�1 r T _SOUTH55THST EEF _.�� nl -IS. —F- l .i. ✓ -•• -I- a_ Sri% �./ ! Ir�r /i i /T��' �� �_ IV C/L OF R.O.W. l �' T7i`i //77 { t 3 1 C'SC OT �AV ME "JT �— 14 +00 8' So a 86 - h. ®5—v ', \ 10 V 12 +06ASIS or BEARINGS) I I _ _ �J.z I7 U /L7 'I'S \ a — 14 +J4.63 TEL Rl�a � 8 2]'05' � I 1, / —__ 74?" IZ' COn ... •' T05,. -. 6 ___ A —__ _ —. A�_ a..r� -6V ;-._— -_- 32'S5'Wy AJ' -S - .; _ JI E'1 � \ O00 / O 4 7 EI 51� GRG $S !� fI FBI �I W h OW -- / 4� � 1 r > O 17 VUU Rro ORTZ, 1R1ut. ! v V I] L MY \ S= LO #2\ \ \ \ .0' V A \ 1 1 I 0622059i43 \ PLLL TO MH ' Rlf' 125. P W OIP T/Tk I 882 u5 `E N) L� ZOIVt R -1 I EV- 109.50 �\ SS ^!H I I V RfAf= '0656 iNV= 100.88 (CTR CHANNEL INV 9655 (N) A/C OPoVEWFY / 0 IN/ 0.46 (GTR CHANNEL Ems'/) 0622059001 ! INV= 112.83�� V A call before you dig. U TI L I T Y C O NFL I CT NO T E. CAUTION.' THE CONTRACTOR SIW1 BE RESPONSIBLE FOR VERIFYING THE LOCAD DIMENSION, AND DEPTH OF ALL IXSTING URLRIES WHETHER SHOWN i PLANS OR NOT, 3Y POTHOLING THE UTILITIES AND SURVEYING THE H( AND VERTICAL LCCA71ON PRIOR TO CONSTRUCTION. THIS SHALT. INCLU CALLING UTILITY LOCATE 0 1 -800- 424 -5555 POTHOUNG ALL OF THI UTILITIES AT LOCATIONS OF NEW U17UTY CROSSINGS TO PHYSMALLY V WHETHER OR NOT CONFLICTS EXST. LOC47MS OF SAID URLRIES AS ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMA ARE SUBJECT TO VARL47ION. IF CONFLICTS SHOULD OCCUR, THE CON SHALL CONSULT ATTH INSIGHT ENGINEERING COMPANY TO RESOLVE AL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. 5E, W.M. KING COUNTY, WASIMVGTON ZONE R -14 TBM 4 3123059080 Y 6.98 SSMH N 111.6 I CH NN L N E/ RIM= 171.92 I TT Ae /nV� 0 2 T INV= 162.86 (GTR. \ / E W xl Y7 r o /� / /T/ T /�/ 7- ( \✓ _ CHANNEL x _�1 r T _SOUTH55THST EEF _.�� nl -IS. —F- l .i. ✓ -•• -I- a_ Sri% �./ ! Ir�r /i i /T��' �� �_ IV C/L OF R.O.W. l �' T7i`i //77 { t 3 1 C'SC OT �AV ME "JT �— 14 +00 8' So a 86 - h. ®5—v ', \ 10 V 12 +06ASIS or BEARINGS) I I _ _ �J.z I7 U /L7 'I'S \ a — 14 +J4.63 TEL Rl�a � 8 2]'05' � I 1, / —__ 74?" IZ' COn ... •' T05,. -. 6 ___ A —__ _ —. A�_ a..r� -6V ;-._— -_- 32'S5'Wy AJ' -S - .; _ JI E'1 � \ O00 / O 4 7 EI 51� GRG $S !� fI FBI �I W h OW -- / 4� � 1 r > O 17 VUU Rro ORTZ, 1R1ut. ! v V I] L MY \ S= LO #2\ \ \ \ .0' V A \ 1 1 I RIM- 115.38 INV= 105.61 (S) INV= 105.71 (S) i f 1 1 1 1 1 I a S89-5428 -E 135.23' 48 \ I I - - -- -- q \ V I. } •' \ \ PROPOSED ROCKERY V A T0, A4' MAX. HIGH W/ FENCE Iw v v J TRAC 998 24.0' vi - q PEN ACE ` w,\ OT #1d LO #15 Q 1z 12.D'i 1 1 �I cr vAUta. \ I\ I\ 20' CSESS V AI & L rialy V I I I 1 F I 1 I h Q fI I ZONE P-6 �vv L T #13 L #5 II u i vv I — _ ✓Ll J i \ \ I 11 I �' #6 �OT N 997 � A f —_ —V— x I 1 V A I �� I �__ _� it j I 1 V I V OLD a O #%\ NcE �5_\ 6 TP I - 1`til, _ 1 I I. \ 1 I 1 1 \ROSr 20' C E & 1 I x \ I I 1 IV I SS ' _ , — MENT I TIP 6 Tp �i it J vL T# w O 10 �I L0 #9 –I �I– –r — 1 -- x \ I A \ o 3 I 7 R SCALE: 1" = 30' 30 15 0 30 M R-317602 CD' 2 -377(0 PIL FENCE 4' HEIGHT ROCKERY 60 OUTLET — ty',!/4 6'e PVC , ll %m y WALL ORAIN PIPE %�i /Y'✓M� 3 �7 /D�\ TO C611 r1 \ROCKERY SECTION DETAIL 7 / NOT TO SCALE t Y I a a oD a o 0 m A < m m N 0622059i43 \ ' O N) L� ZOIVt R -1 I I I V of � v o. A/C OPoVEWFY / 0622059001 ! INV= 112.83�� 0 n 24" ADS SOMH RIM= 116.87 V1 INV- 111.62 (NE) I, 1 INV =1 ] 1.57 (S) � \T AIC DRIVEWAY/ 1, ///, 30 130 RIM- 115.38 INV= 105.61 (S) INV= 105.71 (S) i f 1 1 1 1 1 I a S89-5428 -E 135.23' 48 \ I I - - -- -- q \ V I. } •' \ \ PROPOSED ROCKERY V A T0, A4' MAX. HIGH W/ FENCE Iw v v J TRAC 998 24.0' vi - q PEN ACE ` w,\ OT #1d LO #15 Q 1z 12.D'i 1 1 �I cr vAUta. \ I\ I\ 20' CSESS V AI & L rialy V I I I 1 F I 1 I h Q fI I ZONE P-6 �vv L T #13 L #5 II u i vv I — _ ✓Ll J i \ \ I 11 I �' #6 �OT N 997 � A f —_ —V— x I 1 V A I �� I �__ _� it j I 1 V I V OLD a O #%\ NcE �5_\ 6 TP I - 1`til, _ 1 I I. \ 1 I 1 1 \ROSr 20' C E & 1 I x \ I I 1 IV I SS ' _ , — MENT I TIP 6 Tp �i it J vL T# w O 10 �I L0 #9 –I �I– –r — 1 -- x \ I A \ o 3 I 7 R SCALE: 1" = 30' 30 15 0 30 M R-317602 CD' 2 -377(0 PIL FENCE 4' HEIGHT ROCKERY 60 OUTLET — ty',!/4 6'e PVC , ll %m y WALL ORAIN PIPE %�i /Y'✓M� 3 �7 /D�\ TO C611 r1 \ROCKERY SECTION DETAIL 7 / NOT TO SCALE t Y I a a oD a o 0 m A < m m N CALCULATED INTERSECTION 24" ADS 3123059023 50YH RIAf- 12491 P I N= 11 I. IJ/- ,19.85 I! V= 1 18.65 B -EL. 111H , P 1 123.5811 J\ I% DIP V'' TR ' \ 88'2705 E ® w �� "I _- r IJ17 F5' �'�c�- _ _ _ 1 i .. -- SS - - 55 . -._ -_. -_ \S l.H SS tcAlH J k ?f 109.50 RIM- 106.56 ;I'/= 100.88 (CTR CHANNEL El',) IAN =96.56 (N) - P, /''V - -�V�3� INV =96.46 (CTR. CHANNEL ElV) I I _ I w al` � o I I\ 0622059143 SCALE: 1" = 30' 30 15 0 30 60 1 o ZOivE R • Know wheys below. Call before you dig. UT I L I7 Y C O NFL I C T N O T E.` CAUTION. 0622059001 omNG THE LOCATION, WHETHER SHOWN ON THESE SURVEYING THE HORIZONTAL THIS SHALL INCLUDE ROUNG ALL OF THE EXISTING I A/C DRIVEWAY / PORTION OF THE NE M OF SECTION 6, TWP. 22 N., RGE 5E, W.M. KING COUNTY, WASIMVNGTON ZONE R -14 ` f5N11 3123059080 V AV - iFFl 98 ;,/-10525 _CHANIN C1 E14) NV 119,47 V ABA DONFL 12 DIP n - �; // P,/iv A I r,, r- r% / T/ 771 " TrT w) $De \ RAVE /f /T SOUTH 55TH S ENTRAIN 1 - n D Of I c /LDFRO.w.A x V ASIS OF BEARINGS I A +Ol$ ) S 8P'2 '0514� +00 18, V 1982.'0' INV�It INV= 162.86 (CTR CHANNEL EX) I -- -AC\ A _ ILL. RI$LE/F - 31 L I v T � i�y T .... -- MY 2fi -- 7 CO aC. 7'05 E 131.86' -�' _ -_ __. - _ -_- _._Lfl. 93 W\ Ci9� q - - _ 57 \ 0 i1�5i � I - A � TEL. 5 ,^tii A A V � 0 V V V A S &Ti7'05• E E .47' v o A .O.W. R.O. L- - \ V A GRAVEL D \ � MU GALA S h / / < I PL Y I � 1 WHEEL WASH fi I I 1 TEMP. 1 1 II I 1 OR rBRE BATH I 1 /' srDCrwuFl LOCATION 11 � \�\ 1\ �\ '�' 'LOUSE w I \ f o� 1 r�- 1 \ \ \ \ \ \ \ \ 1 \ LI t? 1 1 m S89'S4'28E 13523' \\ \\ \ \ i �- •- SF \ SF CL _// / I 1 1 'i 4�. •�\ 1.3Ektli Q w I i; v v IT \ MU v (TEMP m \ \\ 1 1 1 1� A \\ V A V A \ I b 1 H `w1 V V A 14 mA 1 Al 11 L A MI 11 m rT 6 JV \ I I I v\ w o L\ �v7v �.. .° N i 1 Z,vfl I I 4 I uev =112 93 + \ \ I 1 24 ADS t II D,TH I 1 1 AV A A\ \\ \ I T1 MU 11 I 11 \V I I R,1 -11162 Nv 111.62 ME) `.Y- - 12 \` VEG1 Inv =111.57 (S) v / Too Q MU x 1 I �, 1 I I v �- -� I I I \ A A FENCE A/C ORmEwnr / V 1 4 IT V 1 1 I 1 1 A POST // / . 30' i7D' I \ 6 ®TIP 1 \ II I \ 1 \ \ O.W. IX .O.W. v11 T ORANGE RIA1= us.o-s l� s I 1 4 1 FENCE INV= 105.61 (S) \ 1 \ \ \ 1 I I INV =10571 (s) VEG c ( �s e� N 88'2705' W 352.63' ) 1 RSS790.9/l i/1 .� A 3 I I I - X w 74 +8463 1/ 1 I I I i n 1 / EROSIONCON7ROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTIS- SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMIY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURBEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. AODMO94L MEASURES, SUCH AS CONSTUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT 70 ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACINTIES MUST BE CONSTRUCTED AND IN OPERTAION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION 70 PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTON IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTARON, MAINTENANCE, REPLACEMENTS AND ADDITIONS TO EROSION /SEDIMENT CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILTES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF ME PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILRIES, OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADL4C04T PROPERTIES AND WATER QUAUIY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY R DOES NOT CONSTITUTE AN APPROVAL OF STORM DRANAGE DESIGN, SIZE NOR LOCATION OF PIPE, RESTRICTORS CHANNELS, OR RETENTION FACILITIES. B. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAYS EMBANKMENTS THAT WILL NOT BE DISTRUBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH ) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH ZONE R-6 SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, LTC.). 7931000153 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING. BETWEEN. OCTOBER 1 AND MARCH 30 INCLUSN& UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12 THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) F00T OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BA51NS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 15T THROUGH MARCH 30TH, ALL PROJECTS DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETEN170NIDETEN17ON FACILITY USED AS A TEMPORAY SET77JNG BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY IF THE PERMANENT FACILITY IS TO FUNCTION ULTIM4TELY AS AN INFILTRATION ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILTY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISIRUBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ON WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 17. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT A PROJECT COMPLETION WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 18. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCK PAID ONSI7E IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER POR17ONS OF THE SITE WHERE FEASIBLE 19. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL 20. DUST CONTROL MEASURES SHALL BE APPLIED TO PROJECT SITE STRUCTURAL NOTES 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF HANK STABILIZATION AND EROSION CONTROL ROCKERIES SFWl NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHT-OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHT-OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. R- 371603 NOTE.• REFER TO %PPP INCLUDED IN DR. C'D : e- 'S?7 6 0-3 ER O SIO N A ND SED I MEN I C O N TR O L RECOMMENDED CONSTRUCTIONSEOUENCE 1. PRE CONSTRUCTION MEETING. 2 POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTRN! SIGN). 3. FUG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. CR40E AND INSTALL CONSTRUCTION ENTRANCE(S) 6. INSTALL PERIMETER PROTECTION (SILT FENCE BRUSH BARRIER, ETC). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. OWE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURERS RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES 50 THAT AS SUE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCQRDANCE WITH THE CIIYS EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS WRING THE WET SEASON WTIH STRAW, WOOD FIBER MULCH, COMPOST, PLlSITC SHEETING OR EQUIVALENT 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWTRKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROTECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE S.C.E. NOTES: 1. SEE ADJACENT DETAIL 2. A SEPAR477ON GEOTEXIILE SHALL BE PLACED UNDER THE SPACES TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXRLE SHALL MEET THE FOLLOWING STANDARDS. GRAB TENSILE STRENGTH (ASTM 0- 4751) .....................200 PSI GRAB TENSILE ELONGATION (ASN D- 4632) ..................301 MAX. MULLEN BURST STRENGTH (ASIM D- 3786 - 804). .......... 400 PSI MIN. ADS (ASTM D- 47 51) .............................. ..........................20 -45 (U.S. STANDARD SIEVE SIZE) 3. HOG FUEL MAY BE SUBSINUIED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. THE EFFECTIVENESS OF HOG FUEL IS HIGHLY ✓ARABLE, BUT IT HAS BEEN USED SUCCESSFULLY ON MANY SITES IT GENERALLY REQUIRES MORE AANTENANCE THAT QUARRY SPALLS. THE INSPECTOR ALAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL 15 BEING CARRIED ONTO PAVEMENT. HOG FUEL IS PROHIBITED FROM PERMANENT ROADBEDS BECAUSE ORGANICS IN THE SUB -GRADE SOILS CAUSE DIFFICULTIES WITH COMPACTION. 4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGR40E. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. (21 STABILLMD CONSTRUCTION ENTRANCE Q NOT TO SCALE ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 2:1 SLOPES L L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION (2 )ROCK CFIECK DAM Q NOT TO SCALE T 24" MIN. 2"-4° ROCK PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE SE., W.M. KING COUNTY, WASHIlVGTON JOINTS IN FILTER FABRIC MATER14L SHALL BE SPLICED AT POSTS USE STAPLES OR WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2x2" BY 14 GAUGE WIRE OR EQUIVALENT, GRATE n �IF STANDARD STRENGTH FABRIC USED GROUND SURFACE n i \ OVERFLOW / ;ti II a 0.5 C.F. MIN 4 STORAGE -� >A.� soup WALLS Z - a N 2 x4" W000 POSTS STEEL POROUS BOTTOM CATCH BASIN FENCE POST, REHAB OR EQUNALEM I IN MINIMUM x4F TRENCH LJ LJ FILTER MEDA FOR DEWATERING a 6' MAXIMUM MAY BE INCREASED TO 8' IF WIRE BACKING IS USE 2x4° WOOD POSTS STEEL FENCE POST, REEAR OR EQUIVALENT FILTER 2 "x2" BY 14 GAUGE WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED RESS AREA DACKFILL TRENCH WITH NATIVE SOIL OR 314 " -L5° WASHED GRAVEL - MINIMUM 4x4" TRENCH SILT FENCE NOTES: 1. SEE ADJACENT DETAIL 2. THE GEOTEXRLE USED MUST MEET THE FOLLOWING SPECIFICATIONS: ADS (ASTM D- 4751) 30 -100 SIEVE SIZE FOR SILT FILM 50 -100 SIEVE SIZE FOR 07HLR FABRICS WATER PERMITTMTY (ASTM 0 -4491) 0.02 SEC -I MINIMUM GRAB TENSILE STRENGTH (ASTM 0 -4632) 180 LOS MIN. FOR EXTRA STRENGTH FABRIC 100 LOS MIN STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D -4632) 301 MAX. ULTRAVIOLET RESISTANCE (ASTM D -4355) 701 MIN. A COPY OF THE MANUFACTURERS' FABRIC SPECIFIC477ONS MUST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:IV. 2 SILT FENCE DETAIL Q NOT TO SCALE 2.1 MAX N LEVEL - BOTTOM (a)INTERCEPTOR SWALE Q NOT TO SCALE INSERT NOTES: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDATELY. SEDIMENT SHALL NOT BE REMOVED KITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE 2 ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE. 3. THE FILTER MEDA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. r3'�CATCHBASININSERT CROSS - SECTION Q NOT TO SCALE I FSA PSIA DA►i'fi�er• Miwi mluc / Ames 99��rf p4M hD 1.. 4e I I t catr.9ory33r Webl ar1� / �,Li a•4. Owner lditlakls+ ANes vot"r4ma a"Me 2.404 sp mm P ow • SIANI&Nnea f"m %oft Sims Qm* %mm p+ P DamOm 6r 16' O.C. S gsko E PSM KnaN 11 be om you. 9 aqM how t 1111 om iiiwe 4' O.C. 2 piba 24 MP Call before you dig. MdTOai� UTILITTCONFLICTNOTE.' Ribnoop"= re&llo.raia•oumt I.O.C. 2891w 12 R CAUTION- &Pwfbwkwpn dbo =wabmy O.O.C. 2 Sd1m 24 S (:j:)MRGATIONAREA PLANnNG PLAN '\, 4�`NOT TO SCALE EROSIONAND SEDEWF- NATION CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATKNI CONTROL (ESC) PLAN DOES NOT CONSRME AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (EG. SIZE AND LOCATION OF ROODS, PIPES, RESTRICTORS CHANNELS, REENTION FACILITIES, UTILITIES ETG) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MLAINTEN4NCE REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PUN Wi4U BE CLEARLY RUGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWOM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEWING LIMITS SHALL BE AAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND WVNTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES; SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEW AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES IS WNIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQ IREMENIS FOR ANTICIPATED SITE CONDITIONS DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING S17E CONDITIONS (EG. ADDITIONAL COYER MEASURE, ADDTIONAL SUMP PUMPS, RELOC47ION OF DITCHES AND SILT FENCES PERIMETER PROTECTION ETC.). 7. THE ESC FACILITIES SHALL DE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING 714E WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (EG, SEEDING MULCHING PLASTIC COVERING, ETC.). 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTNE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLFANING OPEPA71ON STALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 12. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULITU47ELY AS AN INFlLTRATKLN 5151Eµ THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX 0 OF THE SURFACE WATER DESIGN MANUAL 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL D/SNRBED AREAS SHALL BE REVIEWED 70 IDENTIFY WHICH ONES CAN BE SEEDED IN PWARABON FOR THE WINTER PANS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO RaVIN UNCOVERED SHALL BE SUBMITTED TO THE ODES INSPECTOR FOR RENEW. SEASONAL CLEARING AND GRADING NOTES: APPLICABLE FROM OCTOBER 1 THROUGH APRIL 30. 1. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO DAYS RANTER THAN SEVEN. 2 STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNW'ORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SFWl BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWYWKED WITHIN THE WET SEASON SHALL BE SEEDED WIM/N ONE WEEK OF THE BEGINNING OF THE WET SEASON, OCTOBER 1 TO MARCH 31. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON S/HE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE S17E IS LINDERMN BY COARSE- GRAINED SQL 8. SEDIMENT RETENRON IS REQUIRED UNLESS NO OFF SHE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. R- 311604 cu-rz - 3 -7%6>ay • 1 Keow ~: bNow. Call bdoi�e you dg. UTILITY CONFLICT NOTE. 1VU1 LS'.• 1. FOOTING DRAIN OF LOT 11 & 12 SHALL BE UAYLIGHTED TO THE WETLAND BUFFER. 2. FENCES, VEGETATION, AND/OR FIXED OBJECTS MUST NOT CREATE A SIGHT DISTANCE CONCERN. 3. A MINIMUM SEPARATION OF 5 FT BETWEEN DRIVEM6AY AND THE PROPERTY UNE SKILL BE PROMED. 4. ALL UTILITIES SERVING THE SITE ARE TO BE UNDERGROUND. 5. CCN NOTE: A- THE PROJECT DEVELOPER SHALL SUBAMT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LIDS AND CONNECTING CATCH BASIN AND MiV#00LE STRUCTURES THAT _ WILL BECOME CITY OWNED/AMIMNTAN4ED AND ALL PRIVATE 8 INCH 0114AVER OR LARGER DRAW LINES AND CONNECTING CATCH CA ffION.' BASIN ANDARD VIDEOOLE PLAYER (IAPG VIDEO FILUCTURES SAID M FORU4T) AND IS COMPATIBLE WITH ARE TO BE IN COLOR AND TIBLE ON CD OR DVD (�Y?AIWTE XP. THE MEO�SHALL RET IS Q 8Y THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, EACH PROJECT DRAIN PIPE SEGAAENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED) DMWNSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE ON THE APPROVED PROJECT CONSTRUCTION PLANS. PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE B- THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE CALLING UTIL17Y LOCATE a 1-800-424-5555 POTHOLING ALL OF THE EXISTING DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY COST OF ANY ADDITIONAL CCTV INSPECTION, EXFXTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY OR WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN VERIFY THE CORRECTION OF SMD DEFICIENCY. ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR C- THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL BENEFIT OF THE DEVELOPER. PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 15' ACCESS ROAD 2' CLASS B ASPHALT CONCRETE -' AF CRUSHED SURFACING TOP COURSE - 5' CRUSHED SURFACING BASE COURSE r_3_"1S"ACCESS ROAD DETAIL S NOT TO SCALE 6 URAVEL UUNVA .ICU I r l CRUSHED SURFACING TOP COURSE 19' GRAVFI ACCFSS RnAn r�4 12'GRA VEL ACCESS ROAD DETAIL 5 NOT TO SCALE LOT DRfVEWY pTH DRNEMNY CENTERLINE STATION 1 20' STA: 0+78.90 2 20' STA: 1+06.90 3 20' STA: 1+70.45 4 LO #17 lI STA: 2+00.45 5 20' STA: 2+51.35 T nT#1 20 STA: 2+74.56 7 20' STA: 2+95.82 8 20' STA: 2+95.82 9 20' STA: 3+24.31 10 20' STA: 3+41.22 I 20' STA: 3+42.75 12 20' STA: 3+34.90 13 20' STA: 3+09.66 1 20' STA: 2+69.95 15 20' STA: 2+69.95 16 20' STA: 1+15.20 17 L STA: 0+58.21 TRACT 998 147.0 144.5 s: .4 5. 1 CB#13 N I I F- 5 ` w ew�oc, / LOT#16 a LOT#2 .0 PLANTER I • 135-23 - I ; a C •' - - � SCALE: 1" = 30' �� • • i �� � _ ~��` � I � I I � I � I I l CB# , mC 998 24.0' y O • r (TYPE -1) -1) L, LOTU 11 30 15 0 30 60 loll 5' --i LOT#1 I I LOT#1 S i OPEN SPACE ' I I FRENCH DRAIN 12. i .0 I I TO C815 It F ` VAUL o ` I I I 20' ACCESS I D/W CUT START STA: 2+58.38 a ° ` I a "' I :: • � I I ,I & UTIurY I EASEMENT CB#1 + + o(TYPE*0 e 2-48 I Its j_ d 113 0 CB#8 1 - • a ". e -' - ------ ----�'� o i (4 x9' PERK FILTER VAULT v `n • • i �' ► cn W/5-12'/18'CARTfGES)I ;6'O. CB#2 ,----------- Al L4 f LOT#1 3 2-4810) ACCESS S e I L T#S I, ,. ROADj : . I • 1 Keow ~: bNow. Call bdoi�e you dg. UTILITY CONFLICT NOTE. 1VU1 LS'.• 1. FOOTING DRAIN OF LOT 11 & 12 SHALL BE UAYLIGHTED TO THE WETLAND BUFFER. 2. FENCES, VEGETATION, AND/OR FIXED OBJECTS MUST NOT CREATE A SIGHT DISTANCE CONCERN. 3. A MINIMUM SEPARATION OF 5 FT BETWEEN DRIVEM6AY AND THE PROPERTY UNE SKILL BE PROMED. 4. ALL UTILITIES SERVING THE SITE ARE TO BE UNDERGROUND. 5. CCN NOTE: A- THE PROJECT DEVELOPER SHALL SUBAMT TO THE CITY THE CCTV INSPECTION VIDEOS AND WRITTEN REPORTS. THE CCTV INSPECTION SHALL INCLUDE ALL PROJECT STORM DRAIN LIDS AND CONNECTING CATCH BASIN AND MiV#00LE STRUCTURES THAT _ WILL BECOME CITY OWNED/AMIMNTAN4ED AND ALL PRIVATE 8 INCH 0114AVER OR LARGER DRAW LINES AND CONNECTING CATCH CA ffION.' BASIN ANDARD VIDEOOLE PLAYER (IAPG VIDEO FILUCTURES SAID M FORU4T) AND IS COMPATIBLE WITH ARE TO BE IN COLOR AND TIBLE ON CD OR DVD (�Y?AIWTE XP. THE MEO�SHALL RET IS Q 8Y THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, EACH PROJECT DRAIN PIPE SEGAAENT TO THE UPSTREAM AND DOWNSTREAM CONNECTING STRUCTURES AS SHOWN (AND IDENTIFIED) DMWNSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE ON THE APPROVED PROJECT CONSTRUCTION PLANS. PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE B- THE COSTS INCURRED IN MAKING THE INITIAL CCTV INSPECTION SHALL BE BORNE BY THE PROJECT DEVELOPER. THE CALLING UTIL17Y LOCATE a 1-800-424-5555 POTHOLING ALL OF THE EXISTING DEVELOPER SHALL BEAR ALL COSTS INCURRED IN CORRECTING ANY DEFICIENCIES FOUND DURING CCTV INSPECTION, INCLUDING THE UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY COST OF ANY ADDITIONAL CCTV INSPECTION, EXFXTRATION TESTING OR AIR TESTING THAT MAY BE REQUIRED BY THE CITY OR WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN VERIFY THE CORRECTION OF SMD DEFICIENCY. ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR C- THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED IN THE CCN INSPECTION PERFORMED SOLELY FOR THE SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL BENEFIT OF THE DEVELOPER. PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 15' ACCESS ROAD 2' CLASS B ASPHALT CONCRETE -' AF CRUSHED SURFACING TOP COURSE - 5' CRUSHED SURFACING BASE COURSE r_3_"1S"ACCESS ROAD DETAIL S NOT TO SCALE 6 URAVEL UUNVA .ICU I r l CRUSHED SURFACING TOP COURSE 19' GRAVFI ACCFSS RnAn r�4 12'GRA VEL ACCESS ROAD DETAIL 5 NOT TO SCALE LOT DRfVEWY pTH DRNEMNY CENTERLINE STATION 1 20' STA: 0+78.90 2 20' STA: 1+06.90 3 20' STA: 1+70.45 4 20' STA: 2+00.45 5 20' STA: 2+51.35 6 20 STA: 2+74.56 7 20' STA: 2+95.82 8 20' STA: 2+95.82 9 20' STA: 3+24.31 10 20' STA: 3+41.22 11 20' STA: 3+42.75 12 20' STA: 3+34.90 13 20' STA: 3+09.66 14 20' STA: 2+69.95 15 20' STA: 2+69.95 16 20' STA: 1+15.20 17 20' STA: 0+58.21 LOT YARD Dl?AIN RMI ROOF/ FOOTING IE 1 150.7 147.7 2 149.0 146.0 3 148.1 145.1 4 143.5 140.5 5 142.7 139.2 6 142.6 139.6 7 139.0 137.3 8 140.8 136.8 9 137.8 135.0 10 137.7 134.7 11 128.0 126.0 12 127.0 125.3 13 129.5 125.0 14 129.8 124.5 15 135.8 132.8 16 148.1 145.1 17 150.5 147.5 TRACT 998 147.0 144.5 FLOW LINE SEE NOTE $, AND DETAIL 1 5' 2.5' LANDSCAPE 0.o2 FT./FT. CEMENT CONCRETE VERTICAL CURB & GUTTER STANDARD 3A- FULL THICKNESS FULL DEPTH EXPANSION JOINT (TYP) ��j!.may POINT A, SEE DESIGN STANALIARD 5 CUL DL' SACPL N SCALE: 1 "-20' 40' R. 0. W. 24' PAVEMdNT WIDTH i 4' ACP 6' CSTC/CSBC LLOAD A (SECTION C- C) �'S NOT TO SCALE SUBACCESS STREET (PUBLIC) or NOTES 1. ALL JOINTS SHALL BE CLEANED AND EDGED. 2. SEE SECTION 4.01 FOR SURFACING REQUIREMENTS J. CONCRETE PAVEMENT SMALL BE BRUSHED TRANSVERSELY WITH A FIBER OR WIRE BRUSH OF A TYPE APPROVED BY THE ENGINEER. 4.3/8' THNRU EXPANSION JOINTS SHALL. CONCRETE BE PLACED AT BACK, SIDES AND SIDEWJ_K 5' FRONT. MAXIMA EXPANSION JOINT ThVCK MIN. SPACING IS 14' CENTER TO CENTER. 5. SEE SECTION 3.01 FOR ADDITIONAL rWRAAVWAY QVIV IW"VAnq ruK itmi pct FLOW LINE 4' MAMA CLASS 112 DETAILS 1 AND 2 l PG 64-22 OVER 6' 6' CEMENT CONCRETE L COAMAERCMIL HM 4 DRIVEWAY APPROACH CLASS 1'v PG 64-22 i 3/8' THIRD EXPANSION ,JOrNT COMPACTED 4' CSBC DETAIL 1(VERTICAL CURB) SUBGR40E SECTION A -A (*'2ESIDENTIAL DRIVEWAYAPPROACHMTAIL �S' NOT TO SCALE 20' ACCESS UTILITY EASEMENT SLOPE rowvms YARD DR40N 6' CONCRETE J 4' CRUSHED SURFACING BASE COURSE 20'ACCESS / UTILTIYEASEMEATDETAIL NOT TO SCALE CD: R 3176G5 5' SIDEWALK 0.02 FT� NFT. SUBG4DE SLOPE 0.02 FT /FT. 2.5' 1' S�0PF 150 iElll 130 120 PORTION OF ThE NE 1/4 OF SECTION 6, TWT. 22 N., R GE. SE., W. M. KING COUNTY, WASHVVGTON, o Z41, Z Vvi pp T_ l • r > _ •_ -" - •. 4400 -2+00 an Jr 7 m_ O- � _ � = U + __-.- 2' GRAVEL i� f, ,•..,- I ACCESS J'Sd3 �i- — V °. Q ROAD - � 83AUs o t e0000 ---� N • — - - v _vim _ _..__.._ _ MINI — — i O 0.4 i a 4. bit `� I W J ! - \ c - - _ zw 25 CN�JzI ► 'I I I I ao PVI STA = 0+61.50 PVI ELEV = 152.05 A. D. _ –3.54 K = 28.21 1 nn' vr ROAD -AP" �l UJ cn z0 Xis 2+00 ROAD -A PROFILE HORIZ. SCALE. 1'=30' VERT. SCALE. 1 "=3' 30 60 nn.ult TABLE 4.2.1.A1- ALLOWABLE MATERMLS AND AfflOWUM COVER PIPE TYPE MIlVP" COVER FT PUBLIC PRIVATE ALLOWED RV ZONE 1 OF THE APA CORRUGATED STEEL PIPE 2.0 YES YES YES SPIRAL RIB STEEL PIPE 2.0 YES YES YES PLAN CONCRETE PIPE (PCP) 2.0 NO YES NO REINFORCED CONCRETE PIPE (RCP) 1.0 YES YES NO CORRUGATED OR SPIRAL RIB ALUMINUM PIPE 2.0 YES YES NO DUCTILE IRON 1.0 YES YES YES LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) - SINGLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 NO YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES FOR PIPE SPECIFCIATIONS INCLUDING ACCEPTABLE PIPE JOINTS SEE RMC 4-3-050S. CATCH BASIN STRUCTURE OFFSET TABLE STRUCTURE TYPE CENTER OF STRUCTURE OFFSET FROM FACE OF VERT. CURB CENTER OF STRUCTURE OFFSET FROM BACK OF 1.5' THICKENED EDGE TYPE 1 w/82a GRATE 0.92 1.50' TYPE 1 w/ THRU CURB INLET 0.65 N A -2.50' TYPE 2, 48" w B2a GRATE1.92 - TYPE 2, 48-_w/THRU CURB INLET 1.65 NIA TYPE 2, 54- w/82a CRATE 2.17 2.75' TYPE 2, 54 w/7HRU CURB INLET 1.90 NIA TYPE 2, 60" w B2a GRATE 2.42 3.00' TYPE 2, 60" w B2a CURB THRU INLET 2.15 N/A TYPE 2, 72' �,/B2a CRATE TYPE 2, 72- w/82a CURB THRU INLET 2.92 2.65 3.50' N/A TYPE 2, 96- wB2a GRATE 3.92 4,50' TYPE 2, 96" w B2a CURB THRU INLET 3.65 NIA NOM. - ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID UNLESS OTHERWISE SPECIFIED. R-3TT 606 SCALE: F'= 30' 30 15 0 30 60 • 1 Know. rww:blow. Call before you dip. UTILITY CONFLICT NOTE. CAUIION.- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCA71ONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING W17H CONSTRUCTION. � w C. ,w I I CCESS OPENING OU°Tw \ +1 NOTE: DEAD STORAGE SHALL BE AN AVERAGE OF 6 INCHES DEEP. 5X10' ACCESS OPENING -III III III -> -O I I- III -IIII h ° O - III =1 I 1= III = =h ° FLOW RL'I- O _ ' O (SEE DEFAIL C8) I I -1 O 0 OPENINI TOR 11= III =1 _O -11 Ij2 0 OUR.EITI I _IE 1116.011 =I _1 00 _ ------------------------ III III_ -III 5x II,;,III1I,1 II ° 2 ��- 12" AIR VENT li \ PORTION OF THEM 114 OF SECTION 6, TWP. 22 N °, RGE SE, W.M. KING COUNTY, WASIMVGTON 12° GRATED A)R VENT 24 10 SOLID LID 2/4° FRAME & LEVELING BRICKS �-\ -BUILD ING PERMIT REQUIRED FOR DETENTION VAULT CONCRETE WALLS (TYP) � I � 1 I\ SCALE: I"= 20' 20 10 0 20 40 ______________ 50YR. EL= 126.02 --------------------- ______________2YR. EL= 1\25.92 ---------------------- 1270 INLET INLET IE:124.0 IE 1244.0 .0 8" INTERIOR WALL __________________DEAD STORAGE EL =116.0 _____________ FENCE PULL POST - SPACED HOG RINGS (TYP.) 0 1000' MAX SPACED 0 24" MAX. ) � TENSION WIRE � BRACE POST CHAINLINKFENCETYPE3 J NOT TO SCALE WSDOT L- 20.10 -02 FENCE TO BE COATED BLACK VMYL DOUBLI DOUBLI GATE POST ) - 3 1 /2" ON SPACED 1XIM. (NOM, CH. 40 TIE N SPAC MAX (lYP.)]\ / \ TENSION 7FN. N WIRES AN LINK FENCE FABRIC? - 0" - CHAIN LINK FENCE TYPE 3 - 0" - CHAIN LINK FENCE TYPE 4 MATCH FENCE SELVAGE (TYP) eE enT � MA 1 AIR VENT 1IA64WF PULL PI POST AND RAIL SPECIFICATIONS 1�'T � fu�Ev 24 "0 SOLID LID TENSION WIRE EPIPE - -.,,- -- - -- - - - -- - -- - - -, - - - - -- - - -- FABRIC BAND (TYP.) -5'x10' ACCESS W/ GROUND EL= 128.52(.+) v LEVWNGG BRICKS REMOVABLE GRATE 4" GRAVEL COMPACTED DEPTH � FENCE LINE STRETCHER BAR (TYP.) 48" DIA CB BASE CRUSHED SURFACING TOP COURSE END, CORNER, OR PULL POST FOR CONTROL OY 5.10 STRUCTURE 2. ALONG THE TOP AND BOTTOM, TENSION WIRE USING HOG FABRIC LOOP "' 2 S1 REQUIRED FOR - 4LF -12" S° ® O.S.T (Z�GRAVELTOPPMAISTAIL j((7ry'y::pp.BOTTOM 4Q))UNKT 49 4x9 PERK FILTER VAULT ` 7 NOT TO SCALE WITHIN THE W15-12"118" CARTRIDGE STACKS - - RIM = 128128.2± 21 -_ - = IE= 115.86 (IN) 0 YR. EL= 126. 02___ _______________________________ IE= 112.36 (OUT) e ____ ____ ____ ____ __ - -50YR. EL= 126.02 - - -- - -- ___ ___ ____ ____ e III- I ______________ 50YR. EL= 126.02 --------------------- ______________2YR. EL= 1\25.92 ---------------------- 1270 INLET INLET IE:124.0 IE 1244.0 .0 8" INTERIOR WALL __________________DEAD STORAGE EL =116.0 _____________ FENCE PULL POST - SPACED HOG RINGS (TYP.) 0 1000' MAX SPACED 0 24" MAX. ) � TENSION WIRE � BRACE POST CHAINLINKFENCETYPE3 J NOT TO SCALE WSDOT L- 20.10 -02 FENCE TO BE COATED BLACK VMYL DOUBLI DOUBLI GATE POST ) - 3 1 /2" ON SPACED 1XIM. (NOM, CH. 40 TIE N SPAC MAX (lYP.)]\ / \ TENSION 7FN. N WIRES AN LINK FENCE FABRIC? - 0" - CHAIN LINK FENCE TYPE 3 - 0" - CHAIN LINK FENCE TYPE 4 MATCH FENCE SELVAGE (TYP) EYE NUT E1E BJtT TIE WIRES (IYP.) - 1b F SPACED @ 14" MAX. IFA6pp , F `� TO1zav xarc wu von (AT M PIT erx O+pl F/H'd'C 9W0 .SIFLICIffR 81R CEiNI® Fx0 as mMrtrs (svAC7 rosr PAY LIMIT 0'- 0° TOP HINGE - 180 - 1..) SWING (TYR) BOTTOM HINGE - 180- SWING (TYP.) , - U II Tr.. TENSION WIRE TENSION WIRES HOG I (IN) - SPI (I 3 CHAINLINKGATE NOT TO SCALE WSOOT L- 30.10 -02 FENCE TO BE COATED BLACK VINYL. eE enT � MA 1 AIR VENT 1IA64WF 3 112' POST AND RAIL SPECIFICATIONS 1�'T � fu�Ev 24 "0 SOLID LID BE EPIPE - -.,,- -- - -- - - - -- - -- - - -, - - - - -- - - -- ROLL FORMED POST GROUND EL= 128.52(.+) v LEVWNGG BRICKS \ "� � FENCE LINE NOM SIZE ( S CH A . 40) SECTION - - - END, CORNER, OR PULL POST 2 112" DIAM. OY 5.10 2. ALONG THE TOP AND BOTTOM, USING HOG FABRIC LOOP "' 2 S1 O O LINE OR BRACE POST 2° DIAM. OZ 1.85 EYE NUT E1E BJtT TIE WIRES (IYP.) - 1b F SPACED @ 14" MAX. IFA6pp , F `� TO1zav xarc wu von (AT M PIT erx O+pl F/H'd'C 9W0 .SIFLICIffR 81R CEiNI® Fx0 as mMrtrs (svAC7 rosr PAY LIMIT 0'- 0° TOP HINGE - 180 - 1..) SWING (TYR) BOTTOM HINGE - 180- SWING (TYP.) , - U II Tr.. TENSION WIRE TENSION WIRES HOG I (IN) - SPI (I 3 CHAINLINKGATE NOT TO SCALE WSOOT L- 30.10 -02 FENCE TO BE COATED BLACK VINYL. VAULT SECTION III SCALE: 1"-5' 1' MIN. SOIL COVER --I GROUND 12" AIR VENT EL= 128.52(±) eE enT � MA 1 AIR VENT 1IA64WF 24" SOLID LID 2/4" FRAME & 1�'T � fu�Ev 24 "0 SOLID LID BE K - -.,,- -- - -- - - - -- - -- - - -, - - - - -- - - -- IF1m wC BRICKS GROUND EL= 128.52(.+) v LEVWNGG BRICKS - - - - - - - - - - - - - - - - - -. SHALL BE 10" MINIMUM - = EL =127.52 DIAMETER. 2. ALONG THE TOP AND BOTTOM, USING HOG -. a -III a -_ LIMIT 9e1O° ""0116f �, II WITHIN THE - - -_ - EL= 126.52 -_ - = 2 5' 0 YR. EL= 126. 02___ _______________________________ 24.5' e ____ ____ ____ ____ __ - -50YR. EL= 126.02 - - -- - -- ___ ___ ____ ____ e III- I >�0------------------------------------------------------------ I =1 11 -1 O O =III Ibo<:o - - - -- 2 W. EL= 125.92 -- __ _______________________________ 7E =124.0 III -III III= '�OC'O =1 - IIII'o .. e ____ ____ ____ _____ _____ _____ _____ __2YR. EL= 125.92 ___ ___ ____ _____ ___ --------------------------------------------- _ a I1_II1=1 111 W 04• - - C) O III =1 -III- MI III � III- II, °C)° o = - - _ BUILDING PERMIT III 1 -III III -�O° POLYPROPYLENE 9 _ e REQUIRED FOR REQUIRED 1 i =III =1 h C) o' p 8" INTERIOR WALL -REQUIRED =1 =1 =1 1 0 0 �I " VAULT =I 11=1 I I 6 III -I CDEE - =III =III =) III III =III ___I=III - ________ _________J______ _________HEAD STORAGE EL= 116.0 --------------------------------------------------- _ 1- CONCRETE WALLS (TIP.) O �� - LEVEL -� EL 115.20 -.- ° II =111 =III _________________________ EL -116.0 ___________________ _______________________________ =111 =1 5R 5X III- -III I. VAULTISECTION(C-C) 5% 5% -III - - EL= 115.69 -- III -III- • n ° " -I 4" PERFORATED =1 VAULTI SECTION (A A) EL= 115.20 IF � I � wau DRAIN To -) I- DAYLIGHT (TIP.) SCALE: 1"--5' . 12 AIR VENT 24 '0 SOLID LID W14- FRAME & LE VELNG BRICKS GROUND 1' MIN. SOIL COVER EL= 128.52(f) 11= 111 = 111 = 111 = 111 = 111 = 111 = 111 =111 =1 1 =III= 111 =III =111 =111= 111 = 111 = 111 = 111 =III= 111= 111 =III= 111 =111 =111= =111 =111 =111 1 - -111-11 I_ITF7 - _ _ _= -;2 *52 - -__ EL= 126.52 °_ IE 111 =111 -111 =III =III =II ------------------- _-------------------------------------------------------------------------------------------- ______________o .a O° O "'I 11 =I 11 =I I I 04' e I ga 5X7' INTERIOR- 0=111m I=1 BUILDING PERMIT OPENING e - - - REQUIRED FOR -111-111 O DETENTION VAULT 11 =1 I I -I 11-11 e III -III CONCRETE WALLS (TYP.) POLYPROPYLENE o c o STEPS (TYP) ICI = e e �I =11 _________________ ___________ ^ LEVEL - _________________________ _______________________ EL =115.20 ____________________________`5$ __ _________ ___ 0111 =111 =III EL- 115.69 - - - VAULT SECTION III SCALE: 1"-5' 1' MIN. SOIL COVER --I GROUND 12" AIR VENT EL= 128.52(±) EL ;2Z52 EL= 26.52 RA DRAIN OR UNALENT ERMIT FOR VAULT WALLS (TYP.) EL= 115.69 TBeiYI we eE enT � MA h ns .. gyTlp 1IA64WF wTC 1�'T � fu�Ev ru�x ns Tt9AlUJAL EAeec evo (iW. EYE eu - -.,,- -- - -- - - - -- - -- - - -, - - - - -- - - -- �� eW fm.) nAt Auq v ® )VOTES. 1. ALL CONCRETE POST BASES SHALL BE 10" MINIMUM svm Ir ea DIAMETER. 2. ALONG THE TOP AND BOTTOM, USING HOG RINGS; FASTEN THE CHAIN -III III LIMIT 9e1O° ""0116f II II WITHIN THE - - FABRIC WEAVE -_ _ III -III III -I I �I III . e ____ ____ ____ ____ __ - -50YR. EL= 126.02 - - -- - -- ___ ___ ____ ____ e ____ ___ ___ ____ ____ ____ ____ ___------------------ _ III III -I =III Ibo<:o III -III III= '�OC'O =1 e ____ ____ ____ _____ _____ _____ _____ __2YR. EL= 125.92 ___ ___ ____ _____ ___ --------------------------------------------- _ 11 ° O,' C) III - III -III ° o `' o • W 04• O III =1 -III- MI III � III- II, °C)° III -I IIEO 1 -III III -�O° POLYPROPYLENE 9 _ e O O 1 =1 =I 1 i =III =1 h C) o' e- STEPS (TP)h- -REQUIRED =1 =1 =1 1 0 0 �I 6 III -I CDEE - =III =III =) III III =III ___I=III - ________ _________J______ _________HEAD STORAGE EL= 116.0 --------------------------------------------------- _____ _______________ _______ _______ _______ ________ ________ _____ _ - =III II' �� - LEVEL -� EL 115.20 -.- 11IlIl 1�111111111111I III• I III III III- -III I. VAULTISECTION(C-C) -III -III III -- III -III- SCALE. 1 " =s' EL ;2Z52 EL= 26.52 RA DRAIN OR UNALENT ERMIT FOR VAULT WALLS (TYP.) EL= 115.69 TBeiYI we eE enT � MA h ns .. gyTlp 1IA64WF wTC 1�'T � fu�Ev ru�x ns Tt9AlUJAL EAeec evo (iW. EYE eu nnc Lac - vx® e N• NlC �� eW fm.) nAt Auq v ® )VOTES. 1. ALL CONCRETE POST BASES SHALL BE 10" MINIMUM svm Ir ea DIAMETER. 2. ALONG THE TOP AND BOTTOM, USING HOG RINGS; FASTEN THE CHAIN - TYPE 3 OR 4 - 141m ° Txce+c LINK FENCE LIMIT 9e1O° ""0116f FABRIC TO THE TENSION WIRE WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE PULL POST TENSION WIRE 3. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN OR B POST SELEC- TION OF ANY PARTICULAR FENCE TYPE. EYE MT ,Z]I TBeal ere: FA&%C i0P INK£ fA92C BI sTlslom spa s1T¢rz cvE TVST nu rts oLEUQ aFCU Qe slTmam trR (1m LYE GATE Eon nAL fosr aFT.Vi© ,xw.Qo NOTE 1. MATERIALS SMALL MEET THE REQUIREMENTS OF STANDARD SPECIFICATION 9 -16. Know. wears below. CBII before you dig. U TI L I T Y C O NFL I CT N O T E.• R- 371601 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING URLMES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE U17LMES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOG47E 0 1 -600 -424 -5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U71LMES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. CD- C`- __n607 Gel b RECTANGULAR NOTCH ° WI111H: 0.010 FT e HUGHT.- 2.091 F1 12" ER.O.P. TEE_ PIPE SUPPORTS. NO. AS REQ'D 3' X 0.9 C4 BOLT OR IMBECOED 23' (MIN IN C.3. WALL 0 3' (MAX) SPACING. MIN. 1' SUPPORT EL =116.0 ORIFICE 11 = 0.84" D#1 OR 15116" RESTRICTOR PLATE TO BE SHARP EDGED. SHOP DRILLED 2X 036.00' BOLTED & GASKETED ACCESS COVERS. RISERS & SLAB T&G IMPRESSIONS AS REQUIRED. FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. SEE NOTE 2. TOP SLAB RISER T&G _ IMPRESSION, AS REQUIRED. 078' MAXIMUM. SEE NOTE 3. 1.5 X bI II 12" 0 SO r INLET GALLERY. Q. STRUCTURE ID C8#8 WATER QUALITY FLOW RATE (Qa) 0.06 PEAK FLOW RATE (cfs) 0.% --- - -O.F. EL= 126.02 # OF CARTRIDGES REWIRED 5 CARTRIDGE FLOW RATE iT MEDIATYPECSF,PERUTE, ZPG.GAC.PHS POLYPROPYLENE SAFETY ALTERNATES ARE ACCEPTABLE iRFAIYEW FU)W RATE (CPII / CIS) STEPS AND LADDER I.E. CLEANOUT /SHEAR 2 D ! MR GATE CS SO tY INLETPIPEMZ WA WA I b OUTLET PIPE I 112.36 SO 1 FLOWRESTRICTOR C8 NOT TO SCALE VENTED OUTLET HOOD. 018" MAXIMUM. SEE NOTE 3. BASE SECTION. PERK FILTER"" CARTRIDGES. FALSE FLOOR. T CHAMBER. 7,rCONCRETE VIDER WALL. INLET WEIR /BYPASS ASSEMBLY. FLOATABLES WEIR. PRIMARY BYPASS BETWEEN FLOW THRILL TUBES. FLOW THRU TUI INTO FILTER CH PERFORATED DRAIN-D FEED -THRU. PORTION OF THE NE 1/4 OF SECTION 6, TWP. 22 N., RGE. SE, W.M. KING COUNTY, WASIMVGTON SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID C8#8 WATER QUALITY FLOW RATE (Qa) 0.06 PEAK FLOW RATE (cfs) 0.% RETURN PERIOD OF PEAK FLOW Wm) 100 YR. # OF CARTRIDGES REWIRED 5 CARTRIDGE FLOW RATE iT MEDIATYPECSF,PERUTE, ZPG.GAC.PHS ZDG ALTERNATES ARE ACCEPTABLE iRFAIYEW FU)W RATE (CPII / CIS) PIPE DATA I.E. MATERIAL D ! MR INLET PIPE #1 115.66 SO tY INLETPIPEMZ WA WA I WA OUTLET PIPE I 112.36 SO 1T 9 CONNECTIONQ O� 40.6 0.091 RIM ELEVATION WA p - - - - - -- ANTI- FLOTATIONTTALLAST WIDTH HEIGHT O NOTESISPECNLREQUIREMF ' W/ SOLID LOCKING UD ' PER ENGINEER OF RECORD 018' MAXIMUM. SEE N07E 3. A FLOW THRILL TUBES PER ASSEMBLY. DETAIL A INLET WEIR /BYPASS ASSEMBLY & DUN -DOWN. SAllP NONE 2X 036.00' BOLTED & GASKETED ACCESS COVERS. RISERS & SLAB T&G IMPRESSIONS AS REQUIRED. FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. SEE NOTE 2. SEE DETAIL WASHINGTON INLET WEIR /BYPASS OUTLET SUMP GULD* ASSEMBLY. 018' MAXIMUM. SEE NOTE 3. NOTES: 1. PRECAST CONCRETE STRUCTURE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C857 AND C858. 2. FILTER SYSTEM SHALL BE SUPPLIED WITH TRAFFIC RATED (H20) BOLTED & GASKETED 036" CIRCULAR ACCESS COVERS WITH RISERS AS REQUIRED. SHALLOW APPLICATIONS MAY REQUIRE CONFIGURATIONS WITH (H20) BOLTED & GASKETED SQUARE /RECTANGULAR ACCESS HATCHES. CONTACT KRISTAR ENTERPRISES, INC FOR ENGINEERING ASSISTANCE. FIELD POURED CONCRETE COLLARS REQUIRED, BY OTHERS. 3. INLET & OUTLET PIPE(S) (0 18' MAXIMUM) MAY ENTER DEVICE ON ALL THREE SIDES OF THE INLET & OUTLET CHAMBERS RESPECTIVELY. FOR PIPE SIZES GREATER THAN 0 18", CONTACT KRISTAR ENTERPRISES FOR ENGINEERING ASSISTANCE. 4. INLET CHAMBER SHALL BE SUPPLIED WITH DRAIN -DOWN DEVICE, DESIGNED TO REMOVE STANDING WATER BETWEEN STORM EVENTS. 5. PERK -FILTER SYSTEMS MAY BE SUPPLIED WITH INDMDUAL OR MULTIPLE 18" OR 12" HIGH PERK - FILTER CARTRIDGES. FILTER CARTRIDGE MAY BE STACKED TO ACCOMMODATE HIGHER FLOW RATES. CONTACT KRISTAR ENTERPRISES FOR CAPACITIES. 6. FOR DEPTHS LESS THAN SPECIFIED MINIMUMS CONTACT KRISTAR ENTERPRISES FOR ENGINEERING ASSISTANCE. *TREATIAENT FLOW RATES SHOWN CONFORM TO WASHINGTON STATE GULD SPECIFICATIONS. MINIMUM DEPTH - RIM TO OUTLET INVERT - CARTRIDGE STACK CONFIGURATION 12' 18' 12- + 12' 12- + 18- 415' T51.W7 5.00' [W.W7 1 5.92' L71.6o7 6.6Y T6o.697 DRAIN -DOWN DEVICE. SEE NOTE 4. A DIMENSION DO DO INLET WEIR /BYPASS ASSEMBLY. C L EA N O U T/ SHEA R G A T E C'8 NOT TO SCALE 6' TYPICAL rWALL THICKNESS. 018' MAXIMUM. SEE N07E J. A s 115 �J L FILTER- CARTRIDGE /STACKS. URIDGE BYPASS PORT. ^VENTED OUTLET W�16 zi 018 MAXIMUM. D OUTLETS. SEE NOTE 3. FALSE FLOOR. 4' VAULT TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS HANDLE LIFT HANDLE SHALL BE o ,/LOCK PIN A CAI nWW STACK ca6K IXIN CARRU" STACK aaANmr ATTACHED PER 12• ADJUSTABLE 18- MANUFACTURER'S 12'& -LOCK HOOK O RECOMMENDATIONS. SECTION 5.1 ROOF DOVNN$POUI'CONIROLS O w /LOCK SCREW J ALTERNATES ARE ACCEPTABLE iRFAIYEW FU)W RATE (CPII / CIS) PROVIDED MATERIAL SPECIFICATIONS IRFAIYEM Flaw , / Ci5) roTAL Flaw CIPACOY (CFS) ARE MET AND FLANGE BOLT FIGURE &I.3.A PRMRAMM sTUB4) TI COMVECPION J PATTERN MATCHES 20.4 0.015 z - SIX EVENLY SPACED HOLES 43 40.8 0.011 ON 10 3/8' BOLT CIRCLE 51.0/0.114 6.7 FOR BOLTING TO FLANGE 9 CONNECTIONQ O� 40.6 0.091 4.4 p - - - - - -- SO 680 0.152 random BY O J4.0 0.0]6 2.9 51.0 0.114 4.4 680 0.152 5.1 85.0 0.190 6.8 6 11 40.H 0.091 30 612 arm 43 81.6 0.182 .� er 89 fllerfehllC 11 41.6 aml 30 18"min 4.5 °oo °° a'Q° a A'P�P4e 19.0 U ].0 ^ v ° 11h' -&Ir wased ra* O 2J FET 29 FFEI e °D p�0 vo e p O MAXUfUM OPENING FRONT SIDE OF GATE C L EA N O U T/ SHEA R G A T E C'8 NOT TO SCALE 6' TYPICAL rWALL THICKNESS. 018' MAXIMUM. SEE N07E J. A s 115 �J L FILTER- CARTRIDGE /STACKS. URIDGE BYPASS PORT. ^VENTED OUTLET W�16 zi 018 MAXIMUM. D OUTLETS. SEE NOTE 3. FALSE FLOOR. 4' VAULT TREATMENT FLOW RATES, TOTAL FLOW CAPACITIES & MAXIMUM HEAD LOSS A CAI nWW STACK ca6K IXIN CARRU" STACK aaANmr OMlN - IENCRI -AT,� (� 12• 18- 12'& 12- 12'& 18• FLOW RATE MTAL ILOW CAPACITY (CFS) iRFAIYEW FU)W RATE (CPII / CIS) TOTAL iLOW CIPACRY (CIS IRFAIYEM Flaw , / Ci5) roTAL Flaw CIPACOY (CFS) IR'FAIYEM FLOW RATE (CPM / as) roiAl FIDW CAPACITY (CIS) J 7 20.4 0.015 29 30.6 am 43 40.8 0.011 SO 51.0/0.114 6.7 4 9 2].2 D.WI 29 40.6 0.091 4.4 54.4 af21 SO 680 0.152 6.8 5 9 J4.0 0.0]6 2.9 51.0 0.114 4.4 680 0.152 5.1 85.0 0.190 6.8 6 11 40.H 0.091 30 612 arm 43 81.6 0.182 5.1 020 0.22 89 ] 11 41.6 aml 30 71.4 a159 4.5 95.2 0.212 51 19.0 U ].0 WXIMUM HEN L055 1.] fFEI 2J FET 29 FFEI 35 FEET TREATMENT FLOW RATES SHOWN CONFORM TO WASHINGTON STATE GULD SPECIFICATIONS. (2�CB #8 STORMFILTER DETAIL Y.'8 NOT TO SCALE U 0 �l F OLYWICFOUNDRY, INC. TRENCH X-SECTION TUTS a0pe -+ PLAN VIEW OF ROOF NTS NOT TO SCALE 0 b in ZN Q a °z 0 BEEHIVE GRATE FOR USE WRH SM60 20'x24' REV. FPAME PART NO. SM60BH 1BX22 I -\ 7 NOTES: 4 MATERIAL DUCTILE IRON, A -536, CL 80 -55 -06 5 BIRDCAGEDETAIL FOR TYPEI L8 N.T.S. R- 311608 a road drainage system rx1LY WM "nch w/ped pipe T>.5 .5 11 Dt. Lw.ncd,4 e Knew. wheys below. Call before you dig. UTIL 11 Y C O NFL I C T N O T E. UDES WHETTER SHOWN ON THESE AND SURVEYING THE HORIZONTAL 'TON. THIS SWILL INCLUDE 5 POTHOUNG ALL OF THE DOSS N0 SSINGS To PHYSICALLY VOW VS OF SAID U17LWES AS SHOWN &RIFIID PUBLIC INFORMATION AND HOULD OCCUR, THE CONTRACTOR X)MPANY TO RESOLVE ALL WRH CONSTRUCTION. PORTION OFTHE NE 114 OF SECTION 6 TWP. 22 N., RGE. 5E., W.M. KING COUNTY 3YASHINGTON NOTE. PAVEMENT RESTORAT 61-" S( � �9 N07 t8aoo 4 RAA DETAIL SCALE: I"= 30' "si"69 70 30 15 0 30 60 . I "- sc". 10f sc".. I 1,11=10 L=4714 A=arJ2'57" ANTR"CEPL" SCALE: 1 "-20' RW371 609 • wws Kam CAM belots you dig. t TIL17Y CONFLICT NOTE.• CA UTION.• DM�TRAC�OR�HALL BE RESPONSRIFYM THE LOCATION, PTH OF ALL EXISTM U71LMES *WETHER SHOWN ON THESE PLANS OR NOT, BY P07HOLING THE ulxjws AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR To CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING 14+00 UTILITIES AT LOCATIONS OF NEW UTILITY cRos-%vGs To PHYSICALLY VERIFY NOTE- WHETHER OR NOT COWLICTS EXIST LOCATIONS OF SAID U71171ES AS SHOW ALL PROPOSED CATCH BASINS ARE ON THESE PLANS ARE BASED UPON THE UNWWED pLigLIC INFORK4TION AND TYPE 1 WITH GRATED LOCKING LID ARE S"CT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. SHALL CONSULT WITH INSIGHT EWdWERM COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDWG WfTH CONSTRUCTION. CD# R-37740 N6- RAW DETAIL RAMP DETAIL `— ASPHALT 10TCH EXISTING GRADE DETECTABLE WARNING SURFACE r2-""� ASPHALT RAW DETAIL YP.) �9 NOT TO SCALE MY OF REWON APPROVED B n DATE: 7 APPROVED BY.• KIWIS APPROVED BY: DATE: m m 0 -0 m cn ch R) z z m cn 0 V. L� 3 3 uq I CD 24 +73 c a s i Knowwhat'sbelow. Call before you dig. U HL I T Y C O NFL I C T NO T E.- a x v / c a O I o (I (6A 01030: ^1]W 0 z - � `fv -SIT m .°.. a z•9_m -- 'j 7i b \v( V PORTION OF THE NE 114 OF SECTION 6, TWP. 22X, RGE. SE, W.M. KING COUNTY, WASIDNGTON x bJ U b v m m T�� 1T.BOT R( _1LtUU— ___- !42SJ0' S. -28565 r,...: WTI" 'S' WIDE - -- ACCESS- — a 15% TALBOTROADS. PLAN _—ZZ+---- / ' EDGE OF PAVEMENT ' -- _ l 16.42 a / _\Ili/ — �v I I/ I / N V� h H CAUTION.• THE CONTRACTOR SWL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING U17LMES WHETHER SHOWN ON THESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SFNL INCLUDE CALLING UTILITY LOCATE O 1- 800 -424 -5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY WRIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF S41D UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUB/ECT TO VARATAM IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WRH INSIGITT ENGINEERING COMPANY 70 RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 24 +00 23 +00 22 +00 TALBOTROAD S. PROFILE HORIZ. SCALE 1• =30' VERT. SCALE 1 " -3' 21 +00 120 110 100 20 +00 I E T 22" nlp ""P t _ _ E 8" SS E E E E f E 20 E E E a m � �m f E f f E m� a" E z E E S A, 24+23, 24 +2J 181 O 7 \ END CONNECT TO EXISTING CURB, p , GUTTER AND SIDEWALK l � D � � p EX. GWIOE 0 CIL OF R ,1W � n + PROPOSED FLOW LINE — I I _- — — CB #13 TYPE- 1 — _ - - --� --- -- -- N. 122. IDS .RIM= IE I 19j NO �. 60 LF 2 S N -12 ®O.Sx TYPE 22- 0 III STA= 23 +24.8 STA= 22 65.76 EX_ CB J RIM= 116.X6 RIM= 111.29 = IJ 1 STA.59, 01 1.28'L IE = 111.73 IE = 11 03 ZlA= 116_4$ _ IF = 111.62 (NE) - _--- �_ -- -- - - - -- ^ - -- - - - - — — - - - -- - - -- ------------- - -- I Z p - - - -_ _ - a o x w ¢ a c n n m v, N ap o I yaj o m of m O6 CAUTION.• THE CONTRACTOR SWL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING U17LMES WHETHER SHOWN ON THESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SFNL INCLUDE CALLING UTILITY LOCATE O 1- 800 -424 -5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY WRIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF S41D UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUB/ECT TO VARATAM IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WRH INSIGITT ENGINEERING COMPANY 70 RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 24 +00 23 +00 22 +00 TALBOTROAD S. PROFILE HORIZ. SCALE 1• =30' VERT. SCALE 1 " -3' 21 +00 120 110 100 20 +00 S 2.G,A�.' GAS I E T 22" nlp ""P t _ _ E 8" SS E E E E f E E E E E a m � (b f E f f E m� a" E z E E S A, 24+23, 24 +2J 181 O 7 \ END CONNECT TO EXISTING CURB, p , GUTTER AND SIDEWALK l � S 2.G,A�.' GAS SCALE: 1" = 30' 30 15 0 30 60 30' R.O.W. I E T 22" nlp ""P t _ _ E 8" SS E E E E f E E E E E a f (b f E f f E m� a" E z E E O O 7 \ p SCALE: 1" = 30' 30 15 0 30 60 30' R.O.W. E E E E E E S2S E OR MIN. FOR ARTERW. STREET OVER 6" CRUSHED ROCK r 2' CLASS B ASPHALT CONCRETE 4 ASPHALT � IY2 • CRUSHED SURFACING TOP COURSE TREATED BASE tV2' CRUSHED SURFACING BASE COURSE 2' ADDITIONAL TREATMENT MAY BE 9 REQUIRED DEPENDING ON SOIL CONDITIONS NOTE.' PAVEMENT RESTORATION ON THE STREETS WILL BE AS PER CITY OF RENTON STANDARDS. �TALBOTROADS. (SECTIONB- B)(SECTIONB -B) i—O NOT TO SOME COLLECTOR AR7ERILA R- 311610 30' R.O.W. STA 21 +13.37, 528R START CONNECT TO EXISTING CURB, Gun ER AND SIDEWALK /ti 4.1 if?� ASPHALT RAMP DETECTABLE WARNING SURFACE (EYP.) SUBG40E SLOPE 0.02 FT. /FT. NOTE.- CONTRACTOR TO POTHOLE EXISTING 16" WATER ANN AND NOTIFY ENGINEER IF ANY CONFLICT OCCURS. CD: k -�?7 (9/0 I E E E E f E E E E f E E E E E f f f E f f E E E E E E E p D � � p � E E E E E E S2S E OR MIN. FOR ARTERW. STREET OVER 6" CRUSHED ROCK r 2' CLASS B ASPHALT CONCRETE 4 ASPHALT � IY2 • CRUSHED SURFACING TOP COURSE TREATED BASE tV2' CRUSHED SURFACING BASE COURSE 2' ADDITIONAL TREATMENT MAY BE 9 REQUIRED DEPENDING ON SOIL CONDITIONS NOTE.' PAVEMENT RESTORATION ON THE STREETS WILL BE AS PER CITY OF RENTON STANDARDS. �TALBOTROADS. (SECTIONB- B)(SECTIONB -B) i—O NOT TO SOME COLLECTOR AR7ERILA R- 311610 30' R.O.W. STA 21 +13.37, 528R START CONNECT TO EXISTING CURB, Gun ER AND SIDEWALK /ti 4.1 if?� ASPHALT RAMP DETECTABLE WARNING SURFACE (EYP.) SUBG40E SLOPE 0.02 FT. /FT. NOTE.- CONTRACTOR TO POTHOLE EXISTING 16" WATER ANN AND NOTIFY ENGINEER IF ANY CONFLICT OCCURS. CD: k -�?7 (9/0 GENERAL NOTES: 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, THE KING COUNTY CODE (KCC). ROAD STANDARDS (KCRS), WASHINGTON STATE DOT (WSOOT) STANDARD SPECIFICATIONS AND THE CONDITIONS OF PREUMINARY APPROVAL N SH4LL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CARL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SNAIL BE AT NO ADDITIONAL COST OR LA&UTY TO KING COUNTY 2 THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTNOWI OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS ANY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS S NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G . DOMESTC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTKON MEETING MUST BE HELD BETWEEN THE DOES S LAND USE INSPECTION SECNOU, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION RFPRESENIATNE 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. OR40ING ACTMTIES (SITE ALTERATION) ARE LIMITED 70 THE HOURS OF 7 AM 70 7 P.M. MONDAY THROUGH SATURDAY AND 10 AM. TO 5 P.Y. ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 7. IT SHALL BE THE APPLIGwT$ /C010RACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INIT14TING OFF -SITE WORK EASEMENTS REQUIRE RENEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALIA17ONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT HE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDESS LOUD USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTON. �S. R/W LINE �? EDGE OF PAVEMENT PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22 N., RGE 5E, W.M. KING COUNTY, WAShTVGTON 14 BARS B 6- CENTERS 60TFOEI FACE WITH FA 9. r• u ". cavER NOTES: CFwxT CdK R. Tm. 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE SEE SEC. 2.08. r ACCEPTABLE PROVIDED THAT THEY CONFORM SEC. R, ISLAND COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAYS ID RIGHT -OF -WAY THAT MAY INTERRUPT ASIA C478, AASNTO M -199 AND MEET ALL WISHA IS (IF REQUIRED) 2. REQUIREMENTS. \ za' 2. CATCH WIN STEP /HANDHOLD LEGS SHAD. BE PARALLEL OR DWG. NO. 1 -006. i� APPROXIMATELY RADIAL AT THE OPTION OF THE J. ISLAND AT CENTER OF BULB SHALL HAVE VERTICAL CURB. SEE DWG. NO. 3 -002. MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH DENSITY, STAN" PROCTOR. AAO BUTLER SEF BASIN SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSIRCRON MEETING. ae-. sr• a so' roP suB� A LEG IS PROHIBITED. FA 9. DATUM SEAL BE KCAS UNLESS OTHERWISE APPROVED BY DOES. NOTES: CFwxT CdK PROTECTIVE EQUIPMENT, FUGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH 1. SEE SEC. 2.08. 10. DEW47EMMG SYSTEM (UNDERORNN) CONSTRUCTION SHALL BE WITHIN A RIGHT -OF -WAY OR APPROPRIATE OERaASN£ WIANW W IIPG SIM F-A4C5E COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAYS ID RIGHT -OF -WAY THAT MAY INTERRUPT A L W F 1^ 0 MW94GE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL UNDERORAIN SYSTEMS MUST BE 2. EXTRUDED CURB IS ALSO ACCEPTABLE FOR OUTER EDGE AS ALTERNATIVE TO SHOULDER AND DITCH. SL � COMB •W) CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS. GUl1IX ^SEE NOBS 4 6 6 DWG. NO. 1 -006. 11. ALL UTILITY TRENCHES AND RBIDWAY SUBGRADE SHALL BE 54CKFLLLED AND COMPACTED TO 95 PERCENT J. ISLAND AT CENTER OF BULB SHALL HAVE VERTICAL CURB. SEE DWG. NO. 3 -002. 1. DENSITY, STAN" PROCTOR. AAO BUTLER SEF DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSIRCRON MEETING. CURB RVM 4. ISLAND IS MANDATORY WHEN RADIUS OF PAVED AREA EXCEEDS 40•. 12. OPEN CUTTING OF EJOSTMG ROADWAYS FOR NON - FRANCHISED UTILITY OR STORM WORK IS NOT ALLOWED WITH WSDO7 SPECIFICATIONS THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM. THE UNLESS SPECIFICALLY APPROVED BY ODES AND NOTED ON THESE APPROVED PLANS ANY OPEN CUT SHALL 5. SEE SEC 2.08 FOR CUL -DE -SAC LENGTH EXCEPTION. THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. BE RESTORED IN ACCORDANCE WITH KCRS. 3. STEEL PIPE %ALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT /1 OR BETTER INSIDE AND 0T M. A aRe _ 6. SEE SECS. 2.03, 2.08, AND 2.09 FOR RICHT -OF -WAY REDUCTION REQUIREMENTS 13. THE CONTRACTOR -WALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS. SAFETY DEVICES, VIR//Lf CFwxT CdK PROTECTIVE EQUIPMENT, FUGGERS AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH PEIIEnPWI CIMB RIYP SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK W R STaWNN OERaASN£ WIANW W IIPG SIM F-A4C5E COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAYS ID RIGHT -OF -WAY THAT MAY INTERRUPT A L W F 1^ 0 C� NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FUGGER FOR EACH LANE OF TRAFFIC AFFECTED. B � COMB •W) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) SHALL APPLY WORK IN RIGHT -OF -WAY IS NOT GUl1IX ^SEE NOBS 4 6 6 AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY KING COUNTY. (Z CUL-DE-SACS DRAINAGE NOTES: Cll NTS KCRS 1 -007 1. PROOF OF LABILITY INSURANCE SHALL BE SUBMITTED TO ODES PRIOR TO THE CONSWCIGN OF THE AAO BUTLER SEF DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSIRCRON MEETING. CURB RVM 2. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDO7 SPECIFICATIONS THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM. THE TOP OF THE FOUNDATION MATERIAL. AND ANY REWIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE %ALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT /1 OR BETTER INSIDE AND 0T M. A aRe _ OUTSIDE Sg a4-- 3 /B• IXPNISION IpN! IM.). ^ 3/6' EXPRIS'GV JgNT STPNOi� °U'Y 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOC47FO WITHIN A TRAVELED Pu4N H -JD 10 LANDING ROADWAY OR SIDEWALK, SNAIL AUK SOLID LOCKING LOS ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT REIEMION/DETENIKKN FACILITY SDALL H4VE SOLD LOCKING LDS slawax o/ \a B CUL" ANO GUTTER 5. ALL CATCH MP N CRATES SHALL CONFORM TO KCRS, WHICH INCLUDES THE STAMPING OE DRAT 70 0 SYSTEM, DUMP NO POLLUTANTS" AND PROPERTY OF KING COUNTY, EXCEPT THAT PRIVATE DRAINAGE ^` SYSTEMS SHEL NOT HAVE THE WORDS PROPERTY OF KING COUNTY: 4' - 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH cf HATS TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH FAGS OF OW CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE KCRS. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED , MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8%405 -701 PASSING,' Y- 4" ROCK /301 -401 PASSING, AND -2' ROCK /10T -20Z PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS. 8. DRAINAGE OUTLETS (STUB -OUTS) %14LL BE PROVIDED FOR EACH IN&VIDEAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS STALL CONFORM TO ME FOLLOWING A EACH GUDET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERWCE ALL FUTURE ROOF DOWNSPOUTS AND F007ING DRAINS DRIVEWAYS. YARD DRAINS AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOIS SUITABLE FOR THOR INTENDED USE EACH OUHET SHALL HAVE FREE - FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER COM•ET'ANCE SYSTEM OR TO AN APPROVED DUVALL LOCATION yBn,aU B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4' SAKE MARKED STORM' OR DRAIN' THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL., BE VISIBLE, AND BE SECURED TO C THE STAKE C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS AND, IF NON- METAWC, THE PIPE SHAL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS E THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORLXN47ING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT 70 THE U71LMES (EC POWER, G4S, TELEPHONE TELEVISION). BLIP OEIECTALE£ WM"RF SURFACE ^ SEE STATOR" PLW F -4510 CROAWAIX OEPRE4E0 CURB a afRIN 0 TYPE PARALLEL A SEE NOR 7 Cab EaNOE eMBVr F. ALL INDMDU4L STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. PARC LLTACONCRETEMIT - 9. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING THE EX1STING DUFF LAYER SHALL BE STAGED AND REDISIROU'TED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 10. SEASONAL CLEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 11. IMPROVEMENTS AND /OR BUILDINGS SIRE NOT BE INSTALLED UNTIL DRAINAGE FACILITIES ARE IN OPERATION (KCC 9.04) 12 ONLY VARIED GRATES SFWLL BE USED ON CATCH BASINS WITHIN THE ROAD FIAWLINE STRUCTLRAL NOTES: 1. THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE RENEW AND APPROVAL BY ODES PRIOR TO CONSTRUCTION (KCC 16.04. 16.70, 14.20). 2. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS ALL ROCKERIES IN COUNTY ROAD RWD- -F -WAY 414L BE CONSTRUCTED IN ACCORDANCE WITH KCRS ROCKERIES OUTSIDE OF ROAD ROR- -F -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INIERHATIONV. BUILDING CODE Know. whos below. Call before you dig. UTI L I T I' C O NFL I CT NO T E CAUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL IXISTTNG UTILITIES WHETHER SHOWN ON THESE PL N$ OR NOT, BY POTHOLING ME U17UTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR 70 CONSTRUCTION THIS SHALL INCLUDE CALLING UTILITY LOG47E O 1- 800- 424 -5555 POINOUNG ALL OF THE IXIS77NC UTILITIES AT LOC47ONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SFA1 CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PROR CONSULT TO PROCEEDING WITH CONSTRUCTION. a 2.O.T ANY. RAMP %^ SECTION O J. HANDHOLDS AND STEPS SHALL HAVE 'DROP" RUNGS AS SHOWN ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SUP. 15 BARS o 6- COBERS 4. SLAB OPENING MAY BE 24" X 20" OR 24" DAM, BOROY FACE 111111 1 0%V? 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER iTPIOU a9EMATiON FOOT MAY BE USED WELDED WIRE FABRIC SHALL COMPLY TO FOR amFSS M" srEPS ASM A497. 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16' OF BOTTOM OF CATCH WIN. 11 MIN. 12' MIN. 1 T- 7. HANGING UDDERS SHALL BE PERMANENTLY FASTENED AT 20' -1 I TOP BY HANGING ON STEP OR BY BOLYNC OR EMBEDDING IN CONCRETE EACH SHALL BE EMBEDDED AT BOTTOM IN m IJ ll n s _ z 845E • fY& 8 B DEEP OR UNUSUAL STRUCTURES. Y BE REQUIRED IN VERY JY TCP STAB GTLH Hl9N STEP AML STEPS a RIRM.S /B m D MIJVI Rcaw OR Ca°anER PR(.WApIE 12' W. YIN. R =314• 12' YW. I I 1n 18 V. OINP RUNG OEi01B1ED GTCN w9N STEP REBM 5' 24' S' 16 OWES 0 )' CENTERS L� i- 17 GkV BOTTO NTH M FACE WITH 1' uBF. cDeER =L .r JLr cTUNANCr S1E3E REFOR a Iyy�CATCHBASINDETAILS 96' UE ° i1lw i C11 NIS KCRS 2 -006 cmFr cro4smR PEOESFRNx ae® ^ SF£ NOTE 9 CUED RAW all" a CU TFB J CURB BLIP))� SEE 0' MN POM FACE OF CflOSSWNK 0 TYPE PARALLEL B ' M SEE NOR 7 '-'Si EE NOTE GINOE H -\ SIOEWNX -A CURB RAMP ^� P 0.05 FT/F/ 2 4 NOR: TOP OF UP AT aNYEWAM 7 CURB DETAIL C1I TITS KCRS 3 -002 ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT ENPANSION JOINT COIEM CONCRETE 40E MDR 3' R w" �e' IXPMSAaN Jan (m.) - STU"ARD PUN F -10.10 SECTION O r4f'�\ PARALLEL CURBRAMP C,'INOT TO SCALE WDOT STD DETAIL F- 40.12 -02 RO PLAN FF -4S/0 ^ �,, aIr" a aFTTEx JG(:IIWRI A 1 LEGEND - SLWE IN EITHER DIRECTOR Lima d o PIAA'TING STRIP \ �\ V DUMeR dolNr � g aAw JuxT \ 114• Y GROOVE 114' Y GR00.E FXFWIACW KMIT EXPANS"N JOINT -- I)UWIY JOM aM11Y Ja'M gAYY JOM ROLLED CURB & SIDEWALK a IlI1L Is' c� VERTICAL CURB & SIDEWALK ALOW Cum 1 14' Y GROJYE B 1A A O WX SFCi T � I n EXPANSION Jaur e \ SELTIONA -A NOTE: 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 2. FOR INTEGRAL POUR CONSTUCTION, 114" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK. RMS� ' F O]MRTE a RYi VIR//Lf CFwxT CdK LANDING PEIIEnPWI CIMB RIYP ^SEE NY W R STaWNN OERaASN£ WIANW W IIPG SIM F-A4C5E A L W F 1^ 0 C� MY IYF 11I B � COMB •W) • GUl1IX ^SEE NOBS 4 6 6 BU suRuz %A45^ CNIENT a IT AAO BUTLER SEF �aTM aMB a CURER ^ SECTION O SEE TIDIES 4 e 6 PVN MEW TYPE COMBINATION WRX BIhFER OEIECFABTE WNBIF 4'- o' YW. 15' - 0' MAC SfE nANOA� �`' SE£ CpRRNT TINS SFE NOTE > GRABE �� EMAOE L zas we DELI aaATRB EA9°E an TOP w AoNWY CURB RAMP 4' - 0'MW. sEE cartRACr TANS croxrRnn NAHS BaiFR TOP a' SMq RONWY zos wX CEMBFF CaICPflE CU" A40 � SECRON O CURER -S4&6 SE£ TIDIE %MI F -3110 LVIM' J/B• n E W YWF" STET `4 1• AM5 WBIF SL'EWYX - O•V Y R VO.W flN! i -.A110 • • IR(W, N2flt SN. FIA11 i -ASIO STi AOIE B n Y n Pffi1wY a1" 1J7 B 0 _ R TAIII 9Y NlAE ypYyN _ RAILS WY L -II • ! SEEWR6 19RN' 1•_ Ra�icr nw � o sr0E1�nMna® N.w iSeR4a o � o .ui°E'�mrnum�°'na i�as'o Lu" a GiRIW a4"�� BEPL O sEE WR s Cl 9M1 L�P.YI �TlSFN EALS Oi �W11WPts CUM' A" ax® NMI t PIN l4W LIFE SWtlE ORCIKN B LIEF SPYiF dSC11llY A RIECIAMf WAIF 9.16/Q S¢ nMna ®NAV i-4va 1r - a' Mar 15'- o• ua WIi mLxlm sta MIDI B mwr OW]mr a/" row + (.Wa BAFM: ERNE 9vN( BTU s0i wC BREaN TALE 91EIE BHCMI NYOIE�T7 mNE �SPJt1f11N WWW' 4F � 6 I SEFWIE 6 dR WL z0i Ytt 10^ IY a1[ WS 20F YVL aAB WLb � € LYIYF tl.II t CUIIIX CIA® pIP UMfF W8 RIIP � / �� - SR xTR s �,Bw O kiIFM BO _��- _�. _•. d11E1R1: NBI TR£ SN]E pdCI.QV B R1YWl ' F O]MRTE a RYi 4' -a'YK IM SMi£ pSC/.QY A- N Y aR SEE NOR) SFE CONRNCF RMS GRADE BREAK 4£NUE7 d,Dr wY zw IIAE �� COMB RIIP LQtmw CU" RAEF FOTETRF Ixw TYPE oEHaMS'A MY IYF 11I 'a]@1T LYMICREIE CURB BALM TIIE AC 77()OkF' PAY IYF - SETT SLUR 5 ws_� LINOYIC CURB RVM OFPAESSFO a TOP w AoNWY CURB RAMP 4' - 0'MW. sEE cartRACr TANS croxrRnn NAHS BaiFR TOP a' SMq RONWY zos wX CEMBFF CaICPflE CU" A40 � SECRON O CURER -S4&6 SE£ TIDIE %MI F -3110 LVIM' J/B• n E W YWF" STET `4 1• AM5 WBIF SL'EWYX - O•V Y R VO.W flN! i -.A110 • • IR(W, N2flt SN. FIA11 i -ASIO STi AOIE B n Y n Pffi1wY a1" 1J7 B 0 _ R TAIII 9Y NlAE ypYyN _ RAILS WY L -II • ! SEEWR6 19RN' 1•_ Ra�icr nw � o sr0E1�nMna® N.w iSeR4a o � o .ui°E'�mrnum�°'na i�as'o Lu" a GiRIW a4"�� BEPL O sEE WR s Cl 9M1 L�P.YI �TlSFN EALS Oi �W11WPts CUM' A" ax® NMI t PIN l4W LIFE SWtlE ORCIKN B LIEF SPYiF dSC11llY A RIECIAMf WAIF 9.16/Q S¢ nMna ®NAV i-4va 1r - a' Mar 15'- o• ua WIi mLxlm sta MIDI B mwr OW]mr a/" row + (.Wa BAFM: ERNE 9vN( BTU s0i wC BREaN TALE 91EIE BHCMI NYOIE�T7 mNE �SPJt1f11N WWW' 4F � 6 I SEFWIE 6 dR WL z0i Ytt 10^ IY a1[ WS 20F YVL aAB WLb � € LYIYF tl.II t CUIIIX CIA® pIP UMfF W8 RIIP � / �� - SR xTR s �,Bw O kiIFM BO _��- _�. _•. d11E1R1: NBI TR£ SN]E pdCI.QV B R1YWl % 88 S I NGL E D I R E CTIO N C UR B R A MP S 11C1 NOT TO SCALE WDOT STD DETAIL F- 40.12 -02 R=37761 I DETAIL O CURB RADIUS DETAIL B a EaPANMaN JLwr SEMONB -B rT1 CURB & SIDEWALK JOINTS ClPUTS KCRS 3 -001 NOTES: 1. PROVIDE A SEPARATE CURB RAMP FOR EACH ALMIOD OR UNMARKED CROSSWALK CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED CROSSWALK OR AS SHOWN IN THE CONTRACT PLANS. 2. WHERE GRADE BREAK" IS CALLED OUT THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADACENT SURFACE PLANES SHALL BE FLUSH. 3 DDO OE CURB � RATI NG TINY � 1 CU R OR . ER APPURTENANCES IN FRONT OF 4 CURB AND CONTRACT PLAINS t� CURB R8 � AND E CURB � LS. F -10.12 FOR CURB, 5" SEE STANDARD PLAN F -30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS SEE CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. 6. THE BID IIEMM "CEMENT CONCRETE CURB RAMP TYPE _" DOES NOT INCLUDE THE ADACEM CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER PEDESTRIAN CURB, OR SIDEWAXS. 7- THE CURB RAMP WU0MUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FELT TO AMD CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING TIE 15 -FOOT MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE 8 CURB RAMP. LANDING AND FLARES STALL RECEIVE BROOM FINISH. SEE STANDARD SPEC6NAT7(NLS B -14. 9. PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK OF THE CURB RAMP AND DR LANDING W0 ANN THE SAME ELEVATION AS THE CURB RAMP OR LANDING AND THERE WILL NOT ! LLGEND 6 HANDICAPRAMPNOTES - -- SLOPE N EITHER D"ECTMI C1 NOT TO SCALE ' F O]MRTE a RYi 4' -a'YK IM SMi£ pSC/.QY A- N Y aR SEE NOR) SFE CONRNCF RMS GRADE BREAK 4£NUE7 d,Dr wY zw IIAE �� COMB RIIP LQtmw CU" RAEF FOTETRF Ixw TYPE oEHaMS'A MY IYF 11I 'a]@1T LYMICREIE CURB BALM TIIE % 88 S I NGL E D I R E CTIO N C UR B R A MP S 11C1 NOT TO SCALE WDOT STD DETAIL F- 40.12 -02 R=37761 I DETAIL O CURB RADIUS DETAIL B a EaPANMaN JLwr SEMONB -B rT1 CURB & SIDEWALK JOINTS ClPUTS KCRS 3 -001 NOTES: 1. PROVIDE A SEPARATE CURB RAMP FOR EACH ALMIOD OR UNMARKED CROSSWALK CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED CROSSWALK OR AS SHOWN IN THE CONTRACT PLANS. 2. WHERE GRADE BREAK" IS CALLED OUT THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADACENT SURFACE PLANES SHALL BE FLUSH. 3 DDO OE CURB � RATI NG TINY � 1 CU R OR . ER APPURTENANCES IN FRONT OF 4 CURB AND CONTRACT PLAINS t� CURB R8 � AND E CURB � LS. F -10.12 FOR CURB, 5" SEE STANDARD PLAN F -30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS SEE CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. 6. THE BID IIEMM "CEMENT CONCRETE CURB RAMP TYPE _" DOES NOT INCLUDE THE ADACEM CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER PEDESTRIAN CURB, OR SIDEWAXS. 7- THE CURB RAMP WU0MUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FELT TO AMD CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING TIE 15 -FOOT MAX LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE 8 CURB RAMP. LANDING AND FLARES STALL RECEIVE BROOM FINISH. SEE STANDARD SPEC6NAT7(NLS B -14. 9. PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK OF THE CURB RAMP AND DR LANDING W0 ANN THE SAME ELEVATION AS THE CURB RAMP OR LANDING AND THERE WILL NOT ! LLGEND 6 HANDICAPRAMPNOTES - -- SLOPE N EITHER D"ECTMI C1 NOT TO SCALE I.NYETNC YxII' TYPE COMBINATION PAY LIMIT 1"51 COMBINATION CURB RAMP cw NOT TO SCALE WDOT SID DETAIL F- 40.14 -02 Is' -0' IWx 4' -a'YK 1 15' -0. OWL SEE NOR) SFE CONRNCF RMS GRADE BREAK Sf£ NOTE ) CRAOE 937 d,Dr wY zw IIAE �� COMB RIIP LQtmw CU" RAEF AND IpR 6 ,/a. ExPAHAON JOM (TIP. ^ 4£ STATOARO PLW F -3U�0 SECTION O 'a]@1T LYMICREIE CURB BALM TIIE AC 77()OkF' PAY IYF - SETT SLUR 5 I.NYETNC YxII' TYPE COMBINATION PAY LIMIT 1"51 COMBINATION CURB RAMP cw NOT TO SCALE WDOT SID DETAIL F- 40.14 -02 24" ADS, 3123059023 SDAIH 41, =124.9, i C 119.10 (r!E) Ihl 18.85 () iP ✓ 118.05 (w) BELL TEL MH I RIAI =1 ?5.58 z' DIP ,•rR / "2705 E ® VI' --�— CALCULATED - INTERSECT1OPi I" �+� n 10 i� PORTION OF THE NE 1/4 OF SECTION 6, TWP. 22 N., RGE. SE., W.M. KING COUNTY, WASHINGTON ZONE R— 14 iI n� S MPI 812,4059080 S'SMH A �RIA =12C 98 RIM =12.86 m IPV =103)6 L ld HAP ' P W INV =NEL E (CTR. 01 J \ %0 J w CHANNEL R / "/ =--� /w V I 11 v' 7-1-7)1 p o �/, �T771 Ti� /T /—/T /vim 1�,�; ������T�- rn�OIITH(SSTHS -� _ (eas1� OF BEAkINCS I I I Y7� �� ��7fT77�/ �r�"'7`- C 1 I I I I, _ ' I I I i I o - -t —ss ivy - I1� 1 INJ- 2. a� ,° A �G /'DERDw / =i I iR. rHAhAti . I/ \ Si l7- \ f T"` S / SEIfq� SS -� ; �4G. //- 1 ) \ S 8'27 "05' 6' 18. SS 1\ 1982 -60' ISV= i6>Z.65- -\ III III w / SS'AH 00 -88 (C C L ) ��" ' / - -.< ,�,. _ ! `�. -` , -: -, -_ _.. h \ \ \ \ l� _ \ _. -`- _ f� 88Z7'Ot' 9's. 17' — I J T zt 41'A- IOo.56 R A4,�109.00 � � \/ S - - .x> —ter /vl f 7� z r (�A� r 1 r r1 - -- NW-96.56(N) ---�\ \ -- �-�` J I /_ o7 \S' �..LSA -t SAS GA� q- G c 9,K-12'55" _w Gas _ __ - —_ hV =96.46 (CTR- CHANNEL E,W) �\ \ r-- _. -___ - ra�� - TS \\- f _ uL�liOl A \� _�� O -_ ,I. -. \'\= I. \ __ 5 88'2705° E 131.86' @ 6 `CAS \ T -� BqX Pr.�F. �a�= �E! �h COG -V i3 T I v v iD.oO' v SEC.V A - i o Ir°cnsE 4 X4 uWrH ew PIP D xNI zo: TEL, .sE�V vie �\ \ \ \ z— v r, c 'TRH „u, No_ 1a7z \ \ 1 \ _ 1 1 \ \ 8 +47 \ � - !L _L_ -,z il.— _�_ ! `III_— R/1 L - w 397 s, (METERS) -1 V ET RF)) S 88'27'05' E FX .O.W. R.0 A V \ cRASt i a i I N) xis[ lVV H, ")USE w 2 W O \ V A A\ \ V A V A \ V A A \A1��; I \ \ C TOO A I V \ \ \V A AV A A 1 1 \ � I X 1 1 S89 1128 135.23 0622059145 / I \ V A V A A \ V 1 I 1 1 v v v i FO v 1 v vv. �1 11 SCALE: 1" = 30' sD 15 0 sD 6O i I ZONE R -1 , \ ZON1I R -6 TV A A A A vI I 1 1 1 I I 1 ti 7931,0915--1 O 1 I I z \ V I 1 1 1 1 1 A V \ FOUND 4'X4 CONCRETE L fENr A/C DRAEVIAr . ASE WITH BRASS IS a I C0 1',N 1.20'. 0622059001 A 1 1 1 I I 1 `j CET OF RENTON CONTSA POINT NO. 1875 N 48744.151 (METERS) 396291.030 (METERS) IM= 712.93 1 I 1 ) 1 \ I 1 I 1 104.777 (METERS) 1 24" ADS \i A A A V A V II I 1 I 1 I A V A 1 I I 1 I 1 V 1 I SDUH RIM = 116.87 62 \ wV =171. ME) INV =I N 57 (s) A V A 1 1 I 1 \ \ \x \ I I 1 I I 1 V V dl v OLD 4 \ I I A A V 1 I 1 1 1 \vo A/c DRI✓EVAY1 A FENCE 4 30 30 IX ' I I �\ o\ 6 I f I 1 I 1 1 I 1 1 1 \ O.W. .O.W.I �TF A A \ 1 1 1 1 1 1 x \ 1 1 a. � �� - �� \ RIM-115,58 k r � IN✓= 105.61 (S) r INV = 105.71 (S) '- o 777 I ( ` N BBV'os' w 352.63' \ 1 1 - - - - -— — i �I 11 8557200010 r! a 1 o L 3 6 / 0 7 1 0 8557200020 w 8557200050 859200060 8557200070 i I � 8557200080 ZONE R -6 2 CITY COMMENTS JRC N 1 CITY COMMENTS S/M a Kf10W wws below. 'I I REV. NO. DESCRIPTION INITIALS Call before you dig. k UTILITI'CONFLICTNOTE.• THE CONTRACTOR SH4L BE RESPONSIBLE FOR VERIFYING THE LOCATION. �' NNGgOA 9g PROS. 1,3 �` of W S k DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE - F' H2tic� PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRICTION THIS SWILL. INCLUDE i CALLING ATIUIY LOCATE O NEW U1 LITY CROSSINGS INGS POINOUNG P ALL OF THE EXISTING R=377612 UTILITIES O LNOT CON OF NEW UTILITY CROSSINGS AI PHYSIGLLY VERIFY WHETHER OR NOT CONFLICTS E7PO TOE UNVE OF SMD L IC IN S M SHOWN 0,1, F0Is T ON THESE PLANS ARE WN U ON THE UNHOULD PUBUC INFORMATION AND Fsy.ICNAL ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR PROBLEMS CONSULT WITH INSIGHT ENGINEERING COMPANY CO TO RESOLVE ALL -:hl PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CON57RIIL710N. II 7 ct) = i2 - l-z- 0 A 24" ADS - VH .1 9. 910 (E ' 119.) 118.85 (f!) i 18.65 (VV) L 6!H 1 58 ( � r•( Y, PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N., RGE. SE, W.M KING COUNTY, WASHINGTON LCJLATED DIRECTION OF TRAFFIC — EDGE OF TRAVELED WAY - �7A'O INTERSECTION R— 14 TBM \� I` w ro SSMH 3123059080 SSMH �� /�� / / /�, 2' 1r ._. 1 TIP. \\ RIdt =1°E 98 RIM= 171.82 =m. zs (crR. cnANaFL rs,e.W) ry =1628s (GIB A14 V `." IfV= 119.4. (ABANDONED 12 DIP, n') CHANNEL EW) OR i 0 U O I A/C DRIVEN /AY / INV = 112.93 24' ADS SDMH l 11687 INV 111.62 (NE) P,l, 111.57 (S) A/C DRIVEWAY /, SS!A4 RIAI =1 15.38 1,49= 105.61 (S) INV= 105.71 (S) I a I' B Know where below. Call before you dig. I/ T I L I7 Y C O NFL I CT NO T ED.• CAUTION.• THE CONTRACTOR SIAL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION. AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THEE PUNS OR NOT, BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCA77ON PRIOR TO CONSWC770M THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1 -800 -424 -5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UITOTY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PUNS ARE 114SED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUSIECT TO VARUTKTN. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SIWl CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CON57RUCIION Y�T7T /T/TTJTT�� /T / TT�T7 lT //77T7T�/- GT PAVEMENT , SOUTH 55TH S - �'���'�" TT7 —1 >< /-7/7—/7 /-7-/7-/-; i-- - - -- _ '— - -- - - -' - I%'v-1 A4i�4— IP/ 1 5902 CILOFR0W .. r S 12 0631,56 0 Sp827.051 900 8 SS 1982.60' I- 165.65 IN 172.83 14 +94.63 G- 3r nom. lCR TzS — T — T T 3 82O T 12 CO 267 4,' 86 I! k- �-�- � ,� 5] hGAS 30 12'rUP F — 87.S" E- -86.47 .O.W. R.C. R/1' gg, � - - - �- - -? f - T \ ---- _ - - -_ —, GRASS I LOT #17 I LOT #1 a I a ^ b rrousE w L - J j- _ _ - -- _ _ — y J r— - - - - — s. 0 or — — — — — — — — — — LOT #16 LOW % L .0 nANTER - - - - - - - - - - - - S89' '28"E 135.23' a r r ^ O 0" 1 1 I TRACT 998 zoo LOT #3 LOT #15 OPEN SPACE I I i+ {—� LOT #14 12. ' ISO' p I ROPOSED MA1LBOx LOCATION _ _ _ _ _ _ _ _ aq erR A 1 +BO.n, iB.50R o - _ - - _ 1 -12 UNIT 2 11 G VA77L 61-0 ( 8 UNIT CBU r------- - - - -�1 h /20' ACCESS - & UTILITY �0 n I L_ - - -- J 1 L/ EASEMENT - J 0 LOT#4 3 r-------- - - - - -1 .. ) _F - - 7931000153 ACCESS GRAVEL LOT #13 / j LOT #S ROAD — -- w II . \ 5' UTILITY EASEMENT LOT #1 Z L LOT #6 IT TRACT 997 i NOPA �� L - -- J LOT #7 FENCE POST P.O.W. a tK a 5 6 Ern i I I 1 TP `^ w ' ° [4--20' ACCESS & x L_._UTLITYEASEMENT - - - - - -J TP 9 �T® / I i LOT #I1 LOT #10 I LOT#9 I �� — — ----------------- x y I LOT #8 n II III III 111 � x yj It L- - - - - -J - - -1 —� L - - - - -J L----------- - - - - -J w' °1 N 88'27'05" W 352.63' u ° 8557200010 !) m N 3 6 / 8557200020 8557200030 855]200060 8557200070 8557200080 14• MIN 5• W MIN. MA IL B OX ENCL O S UR E D E T 41L PLAN VIEW NOT TO SCALE SCALE: 1" = 30' 30 15 0 30 60 Atv =CANLOCKER GROUP TYPE III CLUSTER BOX AMERICAN LOCKER GROUP TYPE III CLUSTER BOX 16 UNIT 48" z 78" CUT -OUT TO BE FILLED SUPPLIED BY CONTRACTOR BY POST OFFICE DEPARTMENT CONTRACTOR AFTER PEDESTAL j ANCHOR INSTALLATION U h b r3'—J" MA I L B O X P A D DETAIL PLAN VIEW NOT TO SCALE 8- i/2" O Y p n R- 311613 NOTES 1. FOR ACCESS AND SUBCOLLECTOR STREETS WHERE THE POSTED SPEED LIMIT IS 25 MPH OR LESS FOR ALL OTHER STREETS, MAILBOX TURNOUTS CONFORMING TO STANDARD DRAWING 4 -190 WILL BE REWIRE. 2. MAILBOXES MUST BE POSTMASTER APPROVED WITH A UNIFORM BOX STYLE AND METHOD OF ADDRESS IDENTIFICATION It-Ta&p Tp (s1A/M-• 3. LOCATIONS OF MALLBOX'ES ARE SUBI£CT TO APPROVAL BY THE PLAT' DIRECTOR FOR ACCESS AND SIGHT DISTANCE REQUIREMENTS, 4. COLLECTION BOX UNIIS (CBU) INCLUDING PEDESTAL, BASE PLATE, BREARAWAY BOLTS AND ASSOCIATE CONCRETE SUB SFWLL BE INSTALLED BY THE CONTRACTOR. 5. PRIOR TO RECORDING, KEYS TO MAILBOXES %ALL BE MMS(ED AND DELIVERED 70 PAUL CiARLTON C/0 USPS, 3102 HOYT AVE, EVERM. (425) 256 -1430 CD- k-_3-2746 13 GENERAL NOTES THE GENERAL CONTRACTOR IS TO PROVIDE SUBGRADES 4" BELOW HARD SURFACES PLUS /MINUS .I FOOT. ALL ROUGH GRADING SHALL BE POSITIVE, DRAINING AWAY FROM ALL STRUCTURES. ALL STONES LARGER THAN 1.5" DIAMETER SHALL BE REMOVED FROM THE GROWING MEDIUM. TOPSOIL SHALL BE PLACED AT A MINIMUM DEPTH OF 8" IN ALL LAWN AND BED AREAS. TOPSOIL SHALL BE TILLED INTO THE EXISTING SUBGRADE TO ELIMINATE SOIL INTERFACE PROBLEMS. ALL BED AREAS TO RECEIVE 2' OF FINE GROUND FIR OR HEMLOCK BARK, COMPOSITION MULCHES ARE NOT AN ACCEPTABLE ALTERNATIVE. TREES AND SHRUBS ARE TO BE PLANTED AT A DEPTH 314' HIGHER THAN THE LEVEL THAT THEY WERE GROWN IN THE NURSERY. BARK MULCH IS NOT TO BE PLACED ABOVE THE ROOT CROWN. ALL PLANTS SHALL AT LEAST CONFORM TO THE MINIMUM STANDARD ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. LAWN AREAS ARE TO BE HYDROSEEDED WITH VAN DEN AKKER'S EMERALD VELVET MIX PER MANUFACTURER'S SPECIFICATIONS, OR APPROVED EQUAL REMOVE ALL STONES LARGER THAN 1' FROM LAWN AREAS. SUBSTITUTIONS ARE STRONGLY DISCOURAGED. IF PLANT AVAILABILITY IS A PROBLEM, CONTACT THE LANDSCAPE ARCHITECT FOR SOURCES CS ACCEPTABLE ALTERNATIVES. IF THE SITE WORK IS DIFFERENT THAN SHOWN LANDSCAPE PLAN, OR POOR SOILS AND DEBRIS ARE DISCOVERED, G CHANGES TO THE LANDSCAPE PLAN, CONTACT THE LANOSCAP CT FOR INSTRUCTION. THE LANDSCAPE CONTRACTOR IS RESPo FOR MAIN{1UNING THE LANDSCAPE DURING INSTALLATION, UNTIL FINAL AC CE BY THE OWNER'S REPRESENTATIVE. THE LANDSCAPE CONTRACTOR S ARRANTY ALL MATERW1A(,*�,AND ARKMANSHIP FOR A PERIOD OF ONE YEAR, THE TIME OF FINAL ACCEPTANCE DURING THE WARRANTY PERIO&7THE LANDSCAPE CONTRACTOR WILL NOT BB RESPONSIBLE FOR PLANT DEATH CAUSED BY UNUSUAL CLIMATIC .CONDITIO VANDALISM, THEFT, FIRE, OR POOR MAINTENANCE PRACTICES. THE LAND ARCHITECT SHALL HAVE SOLE AUTHORITY TO DETERMINE THE CAUSE OF TH. PLANT COUNTS PROVIDED ARE ESTIMATES ONLY CONTRACTOR IS RESPONSIBLE FOR CALCULATING ALL FINAL AREA AND COUNTS. I R R I G A T IO N A S S E S SMENT SUPPLEMENTAL HAND WATERING MAY BE NECESSARY FOR THE FIRST GROWING SEASON TO ESTABLISH PLANTINGS, BUT MAY NOT BE NECESSARY IN SUBSEQUENT YEARS. ALL PROPOSED PLANTS ARE NATURALIZED TO THE PACIFIC NORTHWEST. NO IRRIGATION SHOULD BEEN NEEDED PAST THE FIRST GROWING SEASON OR EXCEPTIONALLY DRY SEASONS. HYDROZONES CONSIST OF 11 SOD AND /2 SHRUBS. OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED = 390 X 17 = 6,630 SF OPEN SPACE PROVIDED = 6,710 SF OPEN SPACE CALCULATIONS OPEN SPACE REQUIRED = 390 X 17 = 6,630 SF OPEN SPACE PROVIDED = 6,710 SF 9 C IMPERVIOUS AREA 80,586 SF (70% IMPERVIOUS COVERAGE PER KCC 21Al2.030) APPROXIMATELY 14,767 SF PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. SE., W.M. KING COUNTY, WASIDNGTON 0622059141 TONE K— 1 Al( 0622059001 ry SCALE: F'= 30' 30 IS 0 30 60 Al( 1nI.jDv1 04 JJ1n n vEj rl n1 n -at tvi4 m r9�oy S 12atn N W +E S � L C r 8 8 i a 10 n_ a v N 9 C m K 3 Vs 46th 11i SI e - s ,5: Pig 187th 5 NS ? S S 51st CI Se 188 SITE �` Se 192nd V r N I N b D N yiCflvny m" SC L- 1' = 114 MILE LEGAL DESCRIPTION PARCEI. A' SPRINGBRWK ACRE TRACTS LOT A' KING COUNTY BOUNDARY TINE ADIUSMENT NO LO5L0092 RECORDING NUMBER 20060523900010 BEING A PORTION OF NE 114 OF THE HE 1/4 SECTION 06. TOWNSHIP 22 N, RANGE 05 E KING COUNTY, W.M. I I 6 Y a a 6 d r O do A � S m D -j u, r r 8 8 i v 10 D a v N 9 C m K 3 R � N ] 7 ygY J 2 + - a z z I I I 6 Y a a 6 d r O do A � S m D -j u, r 8 a o 10 v N m K R � ] 7 LANDSCAPE PLANTING SCHEDULE TREES SYMBOL Q71' BOTANICAL /COMMONN"E S/ZE COvD/TTON 7 Acer rubrum 'Bowholl' / BOWHALL MAPLE 20 Tilia cordata "Degroot" / LITTLE LEAF LINDEN I 2 Thuja plicata 'Hogan' / HOGAN CEDAR SHRUBS 1.75" CAL., 10' HT B &B., 40' O.C. B &B., 40' O.C., OR 1.75" CAL., 10' HT AS SHOWN TO ALLOW FOR DRIVEWAYS 5' MIN. HT B &B. SYMBOL L77Y BOTANICAL /COMMONNAME STZE L'ONDffION 125 Arctostophylos uvo -ursi / KINNIKINNICK 4" POTS CON. GRWN, 24" O.C. 12,633 SF ia. diai 4X6 PLASM PLAY CURB SECURED WITH GALVANIZED STAN ENGINEERED WOOD FIBER SURFACING 12' DEEP PEA GRAVEL 6' DEEP PERMEABLE LANDSCAPE FABRIC ANCHORED W/ 6' STAPLES, 2' O.C. 4' ADS PERFORATED PIPE ROUTED %11 TOT -LOT SURFACING TO STORM SEWER. JSCALE. NIS I--26 112 "-� mfflwkch s Pod& atdmr P,oa,-L. (425) 432 -600 SIDE VIEW W-25 BENCH D-08- 6' (1.81), RECMED PLASM �2 IN- GROUND BENCH INSTALL. 2 J SCALE NIS R- 311615 PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. SE., W.M. KING COUNTY, WASHINGTON SCALE: 1" = 20' 20 10 0 20 40 C p - 12- 3?-7 to/ 6'- OlY BOTANICAL /COMMONNAME SIZE CONDITION _SYMBOL 24 Arbutus Lined, 'Compacts' / COMPACT STRAWBERRY TREE ** 24" MIN. HT. CON. GRWN., 5' O.C. 0 14 Berberis thunbergii var. strop. 'Crimson Pygmy'/ PYGMY BARBERRY 1 GAL. MIN. CON. GRWN., 2' O.C. © 12 Nandina domestics 'Gulf Stream' / GULF STREAM HEAVENLY BAMBOO 24" MIN. HT. CON. GRWN., 3' O.C. GROUNDC'OVER SYMBOL L77Y BOTANICAL /COMMONNAME STZE L'ONDffION 125 Arctostophylos uvo -ursi / KINNIKINNICK 4" POTS CON. GRWN, 24" O.C. 12,633 SF ia. diai 4X6 PLASM PLAY CURB SECURED WITH GALVANIZED STAN ENGINEERED WOOD FIBER SURFACING 12' DEEP PEA GRAVEL 6' DEEP PERMEABLE LANDSCAPE FABRIC ANCHORED W/ 6' STAPLES, 2' O.C. 4' ADS PERFORATED PIPE ROUTED %11 TOT -LOT SURFACING TO STORM SEWER. JSCALE. NIS I--26 112 "-� mfflwkch s Pod& atdmr P,oa,-L. (425) 432 -600 SIDE VIEW W-25 BENCH D-08- 6' (1.81), RECMED PLASM �2 IN- GROUND BENCH INSTALL. 2 J SCALE NIS R- 311615 PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. SE., W.M. KING COUNTY, WASHINGTON SCALE: 1" = 20' 20 10 0 20 40 C p - 12- 3?-7 to/ 6'- Access Pipe Wall wlWheel Peek -A -Boo Panel Activity Panel PLAY STRUCTURE SCALE MIS Bubble Panel Rock Ramp PORTION OF THE NE 114 OF SECTION 6, TWP. 22 N., RGE. SE., W.M. KING COUNTY, WASHINGTON ProoUct Nmla POLY PIA)SYSmM Model Nwrdw: PC -1269 Maakefur. s PACIFIC OUTDOOR PRODUCTS (425) 432 -6DW Gummy 1 Mh4nan Use Zma 20' x 20' Raocmmanded Agm 2 to 12 ACUMUM 5 BACKFILL WITH SOB,. IF UN'. SOB, IS FOUND, LANDSCAPE AF FINIS] NOTE: DRIVE STAKES UNTIL FIRM IN GROUND TO SUPPORT TREE. Predict Nmis Sm SANG Mudd MnMa: SS -123 Ma dacUada, PACIFIC OUTOM PRODUCTS (425) 432-6000 INSTALL FERTIUZERS PER QumUty 1 MANUFACTURERS �q� TREE STAKING IlhYnan Use Zma 24)U2' INSTALL GROUNDCOVERS RECOMMENDATIONS 1 I AS SPECIFIED y.Ty SCALE NTS 1 LY SCORE FOOTBALL 3 PLACES TO 1/2' DEPTH INSTALL 1' ABOVE CONTAINER DEPTH TOP DRES9NG FERTILIZER AS SPECIFIED TYPICAL FINISHED GRADE W/ 2- LAYER SPECIFIED MULCH. VERIFY SAUCER PLANTING FERTILIZER AROUND ROOTBALL BACKFILL W/ APPROVED TOPSOIL GROUNDCOVER PLANTING SCALE NTS PLAN NEW OF SPACING 1/2 SPACING DISTANCE EQUAL PLANTING BED NTH 2" MULCH CHAINLOCK TREE TIN 1 2" BVC ROUND STAKES SET ITSIDE ROOTBALL EMOVE AFTER ONE YEAR.) .RK MULCH 2" DEPTH :EP CLEAR OF TRUNK BASE L BERM /WATER BASIN IT AND REMOVE TWINE ID BURLAP FROM TOP ID SIDES OF ROOTBALL. EMOVE ALL WIRE SKETS.) IMPACTED NATIVE SOIL LEGAL DESCRIPTION PARCEL A' SPRINGBROOK ACRE TRACTS LOT A" KING COUNTY BOUNDARY LINE AaKSNENT NO LOR0092 RECORDING NUMBER 20060523900010 BEING A PORTION OF NE 114 OF THE HE 1/4 SECTION 06, TOWNSHIP 22 N, RANGE 05 [ KING COUNTY, W.M. /� // CITY OFRENTON Approved by: IR.C%L(� _ (2 Late: 12 2L2 SWING �STEEL SCALE NTS REMOVE UNTREATED BURLAP 6 Approved by: Date. 1.5 D FROM TIP 113 OF ROOTBALL L REMOVE TREATED BURLAP % Approved by: Date: RDDtball OR WIRE BASKETS INSTALL 1" ABOVE Diameter CD') COMPLETELY. - CONTAINER PLANTS —SCORE L ` Approved by: Date: CONTAINER DEPTH ROOTBALLS IN 3 PLACES a 2— STRANDS #10 GAUGE TO 1/2" DEPTH. WIRE W/ VINYL HOSE PLACE 2" LAYER OF 0 � SPECIFIED MULCH 0 TOP DRESSING - i f GUY AT 3 POINTS 4" THICK ASPHALT OVER PLANTING BED. FERTILIZER. SEE SPECIFICATION. w L 45 45' a PER TREE EQUAL SPACED 2 pYCOILMENS x PROVIDE WATER w FLAG WIRES I CITY COMMENIS SAUCER. ' REV. N0. DRCRIPTpN 1. I -1 I BACKALL PLANTING — FINISH GRADE OF SOIL. f FINISH GRADE OF MULCH - PIT WITH SPECIFIED w � —17 MIX OF NATIVE AND — <_::ii_._: "'- :___`�- — PLANT TABS. QUANTITY O IMPORTED SOIL. - III -o'er — " " -" = `= - "' " "' —III- ACCORDING TO MANUFACTURER'S - —i —III— —III' "" —III- III — _ o MOUND CENTER 1 =III — III -0.5 D - III SPECIFICATIONS. : ::'. .::. —_ III- — III =III- gESPEC SPECIFIED — — —_ of PLANTING PIT �= „III���III���III���III� II =11 III — III =III =1 COMPACT TO SUBGRADE =) — crr ... — = NOTE: DENSITY. - = :::::. — =III: WHERE TREES OCCUR INSIGHT ENGINEERING IN LAWN AREAS, PROVIDE III— FL 3' CIA MULCH CIRCLE. P.O. BOX -1478 4” SAND OR AGGREGATE BASE =ICI "' -II �.::: :: : : : : : :. ' = = ='= ''" "III= EVERETT,WA98206 NOTE: =1 =1 III1= 11= 1= 11 =1 =1 (425) 303 -9363 (425) 303 -936 COMPACTED SUBGRADE DETAIL APPLIES To TREES, SHRUBS AND GROUNDCOVER PLANTINGS. - = = 111 = 111 =III— = = - INFO@INSIGBTENGINEERING. SHRUB PLANTING SCALE NIS %`6Q1/ SHRUB PLANTING \`✓ SCALE NTS TREE GUYING SCALE: NIS R- 311616 e ©' 2 -3 -n /* 16 �•V FT I I I• • NMICRITERIA CONCRETE 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO =10.ALL CONSTRUCTION JOINTS SHALL BE PROVIDED WITH WATERSTOPS. THE DRAWINGS SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2012 104 0^4 ook"^ -.,&. ... -I&, EDITION) AS ADOPTED BY KING COUNTY. 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. 2. DESIGN LOADING CRITERIA 28 -DAY STRENGTHS AND MIX CRITERIA SHALL BE AS FOLLOWS A. VERTICAL LOADS ON VAULT LID: TYPE OF CONSTRUCTIONS 28 -DAY STRENGTH (F'C) MAX W/C RATIO A. FOOTINGS AND SLAB 3000 PSI 0.53 LIVE LOADS: HS20-44 PER AASHTO STANDARD SPECIFICATIONS B. WALLS 3000 PSI 0.53 C. PLANK VOID FILL 3000 PSI* 0.53* DEAD LOADS: * STRENGTH AND W/C RATIO LISTED ARE A MINIMUM. MIX SHALL MEET PLANK SOIL COVER . . . 1' -0" MIN TO 2' -Om MAX MANUFACTURERS SPECIFICATIONS. VERIFY SOIL COVER DEPTH OVER THE PRECAST PLANKS WITH THE PERMITTED SET OF CIVIL DRAWINGS. NOTIFY THE PLANK MANUFACTURER AND ENGINEER OF ANY 12. CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO DISCREPANCY PRIOR TO CONSTRUCTION. CONSTRUCTION. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER B. LATERAL LOADS: CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A PERFORMANCE MIX REQUIRES BATCH GLOBAL SEISMIC: SITE CLASS: C PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL R = 4.0 FOR ORDINARY REINFORCED CONCRETE SHEAR WALLS CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES Sds = 0.900 ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT SEISMIC DESIGN CATEGORY: D DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. WALLS AND FOUNDATION: SOIL DESIGN PARAMETERS LISTED BELOW ARE ASSUMED AND SHALL BE FIELD VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION: 13. ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C4942 ALLOWABLE BEARING PRESSURE . . . . . . . . . . . . . . . . . 3,000 PSF AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN AT -REST SOIL PRESSURE . . . . . . . . . . . . . . . . . . . 50 PCF EFD ACCORDANCE WITH TABLE ACI 318 TABLE 4.2.1 MODERATE EXPOSURE. ACTIVE SOIL PRESSURE . . . . . . . . . . . . . . . . . . . 35 PCF EFD SEISMIC SURCHARGE. . . . . . . . . . . . . . . . . . . . . . . 8H PSF 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), TRAFFIC SURCHARGE (VERTICAL) . . . . . . . . . . . . . . . . . 250 PSF GRADE 60, f = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SOIL DENSITY . . . . . . . . . . . . . . . . . . . . . . . . . 125 PCF A-185. 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL DRAWINGS FOR DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BEDS) SHALL BE IN BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND ACCORDANCE WITH ACI 315-99 AND 318-08. LAP ALL CONTINUOUS REINFORCEMENT CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ANY #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT DISCREPANCIES PRIOR TO CONSTRUCTION. ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0m MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN 4. BACKFILL MAY BE PLACED AGAINST THE VAULT WALLS 7 -DAYS AFTER PLACEMENT OF ACCORDANCE WITH ACI 318-08, CLASS B. LAP ADJACENT MATS OF WELDED WIRE THE CONCRETE IN THE PLANK VOID FILL AND PERIMETER CLOSURE OF THE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. HOLLOW -CORE PLANK. BACKFILL MAY BE PLACED PRIOR TO 7 -DAYS IF CONCRETE CYLINDER BREAKS INDICATE A MINIMUM CONCRETE COMPRESSIVE STRENGTH OF 3,000 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT PSI. UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE 15. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS 'FOLLOWS: METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . *°3' CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS FORMED SURFACES EXPOSED TO EARTH OR WEATHER (16 BARS OR LARGER). 2" OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR S*41ER 41 2" SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO )�/ „ THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 4 SLAB ON GRADE mo . ,�,,�a-� /W 2 4W , ,,w No 6. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE CIVIL 16. CAST -IN -'LACE CONCRETE: VERIFY WITH CIVIL DRAWINGS FOR VACT LOCATIgNS .,. . '•"' AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. AND DIMENSIONS OF OPENINGS IN ALL CONCRETE WALLS, . CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. • • 17. PLANK JOINT GROUT SHALL BE FURN I SHED BY AN APPROVED MAt� A*• CTWRERqW •�' SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH T ACT, 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHEREs „ CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL MEET PLANK MANUFACTUIRER'S TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT SPECIFICATIONS. 4a r 0 TO REVIEW AND APPROVAL BY THE CIVIL AND THE STRUCTURAL ENGINEER. GEOTECHNICAL 8. SUBMIT SUFFICIENT COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR THE 18. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, , FOLLOWING: COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID 1. REINFORCING STEEL UNDISTURBED EARTH OR STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT 2. PRECAST CONCRETE PANELS F I N I SHED GRADE. FOOTING DEPTHSALEVAT I OIS SHOWN ON PLANS (OR IN DETAILS) 3. METAL BAR GRATING ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB DO NOT FABRICATE PRIOR TO ENGINEER'S APPROVAL. ALL SHOP DRAWINGS AND SOILS ENGINEER. BACKFILL BEHIND ALL VAULT WALLS WITH FREE DRAINING SUBMITTED TO THE ENGINEER SHALL BEAR THE STAMPED APPROVAL OF THE GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS CONTRACTOR. REPORT. PRECAST HOLLOW CORE CONCRETE PLANKS QUALITY ASSURANCE 19. PRECAST HOLLOW CORE PLAWS TO BE DESIGNED AND MANUFACTURED BY CONCRETE TECHNOLOGY CORPORATION (OR APPROVED MANUFACTURER). 9. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT 20. PRECAST HOLLOW CORE PLANKS SHALL BE CONSIDERED A DEFERRED SUBMITTAL. PLANK SPECIFICATIONS AND SECTION 1704 OF THE INTERNATIONAL BUILDING CODE BY A DESIGN SHOP DRAWINGS AND CALCULATIONS, INCLUDING DIMENSIONS, DESIGN LOADS, QUALIFIED TESTING AGENCY DESIGNATED BY THE CIVIL ENGINEER, AND RETAINED BY THE AND DETAILS SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF OWNER. THE CIVIL ENGINEER, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL WASHINGTON AND SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION: 21. THE MANUFACTURER SHALL INSTALL ALL BLOCKOUTS REQUIRED FOR STRUCTURAL CONCRETE CONSTRUCTION PER TABLE 1704.4 CONNECTIONS AS INDICATED ON THESE DRAWINGS. NO OTHER PENETRATIONS ARE SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PER SOILS REPORT PERMITTED WITHOUT PRIOR APPROVAL OF THE PLANK MANUFACTURER. ALL JOINTS SHALL moo,, BE GROUTED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 22. PRECAST HOLLOW CORE PLANKS SHALL BE DESIGNED TO CARRY THE DESIGN LOADS ONLY AFTER VAULT CONSTRUCTION IS COMPLETE, ALL DESIGN CONCRETE AND GROUT STRENGTHS HAVE BEEN ACHIEVED AND ALL COVER HAS BEEN PLACED OVER THE VAULT WITHIN THE SPECIFIED LIMITS. ALLOWABLE UNIFORM LOADS ON THE BARE PLANK MAY BE OBTAINED FROM THE PLANK MANUFACTURER. METAL BAR GRATING W law �,r► Q 23. METAL BAR GRATING AND SUPPORT BEAM DESIGN SHALL BE PROVIDED BY THE SUPPLIER. DESIGN CALCULATIONS, SHOP DRAWINGS, AND MATERIAL SPECIFICATIONS SHALL BE aw 4im PROVIDED FOR REVIEW PRIOR TO INSTALLATION. 24. DESIGN REQUIREMENTS -� A. LOADING: SEE DESIGN CRITERIA FOR LOADING REQUIREMENTS . . B. FINISH: ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED as C. END BEARING: DESIGN OF BEARING ANGLE AND EMBED SHALL BE PROVIDED BY API General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS SWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com DRAWN: RVVG DESIGN: RJA CHECKED: RIA APPROVED: ABB -15 REVISIONS: ZLReview Response Sept. 17, 2014 zi Review Response Oct. 22, 2015 377617 PROJECT TITLE: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 ISSUE: Permit SHEET TITLE: General Notes j SCALE: N/A 1 DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: S1 1 �1 1 NO: OF SHEETS: THE GRATING SUPPLIER C SWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com DRAWN: RVVG DESIGN: RJA CHECKED: RIA APPROVED: ABB -15 REVISIONS: ZLReview Response Sept. 17, 2014 zi Review Response Oct. 22, 2015 377617 PROJECT TITLE: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 ISSUE: Permit SHEET TITLE: General Notes j SCALE: N/A 1 DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: S1 1 �1 1 NO: OF SHEETS: 301 87'-6" 105-4" 16'-6" 8" I I I I I I 6/S1.4 I I I I I I » PROVIDE (4) #5 x I I Ix I I PROVIDE (4) X15 x 10 —0 �Sb .� " I " I TOP IN FTG CENTERED �^`�' �10 —0 TOP IN FTG I I � I .� •��'` CENTERED BELOW I BELOW 5 OPNG �o �, PROVIDE CORNER I 21-40" 5 ' -o" ,�� 5/S1.4 )lIt 5 OPNG ,_ " " REINF. PER I F60x12 5 0 2 �-0 11 S1,2TYP. I —_— —-----------------�.r---------_--_---___-----------------_------_-----------___----_----_--, ,--------- — --- I 1 t I -------------- -------------- ODER ABOVE PER 11/S1.^Mr 48"0 CATCHBASIN BASE SEE DETAIL 10/S1.2 Q 0 PROVIDE CORNER REINF. PER 11 /S1.2 TYP. tLL 2 cc C=1 I N I I I I PROVIDE 2 VERT EA I I PROVIDE 2 VERT EA 1 SIDE OF OPENING k (2) X141 x I SIDE OF OPENING kC 2 x I 4'-0" DIAGONAL EA CORNEF 1 4'-0" DIAGONAL EA CORNER 1 1 1 I 04 I I ���• �� I Imo. 2 I► I I► N I 1 5/ 1.4 �� 1 16/S1.4 -Q" 3'-0" ' 6-0" 3'-0" 2'1-0" 81 /N x J I I ----------------- I PROVIDE (2) #5 VER EA �------- ----- I -- SIDE OF OPENING & (2) #4 x 4'-0" DIAGONAL EA CORNER THICKENED SLAB FOOTING TO I I 1 r ------ ; © I 1 BE CAST WITH GRADE SLAB �oJ I 1 F36x12 O° 6/S1.4 J ACCESS HATCH ABOVEi7/ ACCESS HATCH ABOVE 21,_Q" 4,_Q" Plan Notes Z2 2 LEGEND Stormwater Detention Vault F Pian 1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. SEE 12/S1.2 FOR ADDITIONAL IBOV INSIDE BOTTOM OF VAULT Scale: 3/16" + 1'-0' • • WALL REINFORCING AROUND PIPE PENETRATIONS. VAULT INLET OR OUTLET PER CIVIL DRAWINGS 2. REINFORCE GRADE SLAB WITH 6x6 W2.9xW2.9 WELDED WIRE FABRIC PLACED AT THE MID—DEPTH OF THE SLAB. 3. ALL FOOTING SHALL BEAR ON DENSE UNDISTURBED SOILS OR ON STRUCTURAL FILL PLACED AND COMPACTED F36x12 FOOTING WIDTH (IN) FOOTING DEPTH (IN) PER GEOTECHNICAL RECOMMENDATIONS. ALLOWABLE BEARING PRESSURES SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SIDE FACE OF WALL TYP HORZ & VERT REINF PER WALL SECTIONS Wall Reinforcing Transition SLAB ON GRADE PER PLAN 1"dp x 1/4" BAR GRATING (galvanized) W/ ACCESS PANEL PER CIVIL DWGS. ATTACH TO LEDGER ANGLE PER GRATING MFR. �— L 441/4 W/ 1/2"0 EXP. BOLTS ® 16"oc (embed 21/4" min.) TYP. ALL AROUND 48"0 TYPE 2 CATCH BASIN BASE 4 4 v C� a 9 Catch Basin Base at Control Structure 10 48 #5 CORNER BARS 0 12"oc ON BACKFILL FACE OF WALL #5 VERT @12 is oc ON BACKFILL FACE OF WALL ADDITIONAL VERT. BAR IN WALL 24 #5 CORNER BARS N TO MATCH HORZ OR LONGITUDINAL REINF LOCATIONS TYP VERT REINF #5 VERT ® 12"oc ON BACKFILL FACE OF WALL Typical Corner Bars at Concrete Walls and Footings 11 :1N 7 rl"';. , (1)#5 x 4'-0" EA CORNER Ln r i � Air ab rlr.. -- 15 VERT FULL EA SIDE OF FOR EACH PAIR VERT BARS CUT Wall Reinforcing at Pipe Penetration -15 I I r I �I �I I I I I PROVIDE CORNER REINF. PER 11 /S1.2 TYP. tLL 2 cc C=1 I N I I I I PROVIDE 2 VERT EA I I PROVIDE 2 VERT EA 1 SIDE OF OPENING k (2) X141 x I SIDE OF OPENING kC 2 x I 4'-0" DIAGONAL EA CORNEF 1 4'-0" DIAGONAL EA CORNER 1 1 1 I 04 I I ���• �� I Imo. 2 I► I I► N I 1 5/ 1.4 �� 1 16/S1.4 -Q" 3'-0" ' 6-0" 3'-0" 2'1-0" 81 /N x J I I ----------------- I PROVIDE (2) #5 VER EA �------- ----- I -- SIDE OF OPENING & (2) #4 x 4'-0" DIAGONAL EA CORNER THICKENED SLAB FOOTING TO I I 1 r ------ ; © I 1 BE CAST WITH GRADE SLAB �oJ I 1 F36x12 O° 6/S1.4 J ACCESS HATCH ABOVEi7/ ACCESS HATCH ABOVE 21,_Q" 4,_Q" Plan Notes Z2 2 LEGEND Stormwater Detention Vault F Pian 1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. SEE 12/S1.2 FOR ADDITIONAL IBOV INSIDE BOTTOM OF VAULT Scale: 3/16" + 1'-0' • • WALL REINFORCING AROUND PIPE PENETRATIONS. VAULT INLET OR OUTLET PER CIVIL DRAWINGS 2. REINFORCE GRADE SLAB WITH 6x6 W2.9xW2.9 WELDED WIRE FABRIC PLACED AT THE MID—DEPTH OF THE SLAB. 3. ALL FOOTING SHALL BEAR ON DENSE UNDISTURBED SOILS OR ON STRUCTURAL FILL PLACED AND COMPACTED F36x12 FOOTING WIDTH (IN) FOOTING DEPTH (IN) PER GEOTECHNICAL RECOMMENDATIONS. ALLOWABLE BEARING PRESSURES SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SIDE FACE OF WALL TYP HORZ & VERT REINF PER WALL SECTIONS Wall Reinforcing Transition SLAB ON GRADE PER PLAN 1"dp x 1/4" BAR GRATING (galvanized) W/ ACCESS PANEL PER CIVIL DWGS. ATTACH TO LEDGER ANGLE PER GRATING MFR. �— L 441/4 W/ 1/2"0 EXP. BOLTS ® 16"oc (embed 21/4" min.) TYP. ALL AROUND 48"0 TYPE 2 CATCH BASIN BASE 4 4 v C� a 9 Catch Basin Base at Control Structure 10 48 #5 CORNER BARS 0 12"oc ON BACKFILL FACE OF WALL #5 VERT @12 is oc ON BACKFILL FACE OF WALL ADDITIONAL VERT. BAR IN WALL 24 #5 CORNER BARS N TO MATCH HORZ OR LONGITUDINAL REINF LOCATIONS TYP VERT REINF #5 VERT ® 12"oc ON BACKFILL FACE OF WALL Typical Corner Bars at Concrete Walls and Footings 11 :1N 7 rl"';. , (1)#5 x 4'-0" EA CORNER Ln r i � Air ab rlr.. -- 15 VERT FULL EA SIDE OF FOR EACH PAIR VERT BARS CUT Wall Reinforcing at Pipe Penetration -15 D REVISIONS: Z& Review Response Sept. 17, 2014 2 Review Response Oct. 22, 2015 311618 NIdhRTRF: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 SHEET TITLE: Detention Vault Plan &.Details SCALE: X411 _ 1i_OII U.�1.0. DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: S1102 12 0 NO: OF SHEETS: W n 0 C DRAWN: o RWG a 0 C 9 DESIGN: M cn RJA 00 < CHECKED:Z RJA 70 z APPROVED: :EABB ° M L� Z Z U) O D REVISIONS: Z& Review Response Sept. 17, 2014 2 Review Response Oct. 22, 2015 311618 NIdhRTRF: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 SHEET TITLE: Detention Vault Plan &.Details SCALE: X411 _ 1i_OII U.�1.0. DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: S1102 12 0 NO: OF SHEETS: 91 23'-6" 12"0 VENT THROUGH LID 8/S1.4 105-4" 12 PLANKS ® 4'-0" = 104'-0" 64'-0" 8" CURB EXTENDING 12" ABOVE THE TOP OF VAULT 16'-6' .aoa❑o a o o a s a o o a a s o 0 011 o 0 o a o a o o a s 0 o o 0 o 0 0 0 0 o a o 0 0 0 0 0 0 0 0 as❑a 7/S1.4 v .' PROVIDE REINF PER PUJlK YHIUFACNRER 8" 00 CD SCD II ISI 12-1/21" PRECAST HOLLOW I I CORE LID PLANK N 2 Plan Notes 1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. SEE 9/S1.2 FOR ADDITIONAL WALL REINFORCING AROUND PIPE PENETRATIONS. 2. SEE PLANK MANUFACTURER PLACEMENT PLAN FOR INSTALLATION. LEGEND ITOV INSIDE TOP OF VAULT VAULT INLET OR OUTLET PER CIVIL DRAWINGS EXTENT OF 8" CONCRETE CURB EXTENDING ABOVE TOP OF VAULT POUR SLOT PER PLANK MANUFACTURER HOLLOW CORE PLANK PER MANUFACTURER 3/S1.4 I N 00 Stormwater Detention Vault Lid Plan � (2)-)5 CONT IN CLOSURE #5 x 4'-0" EA. VOID W/ POUR SLOT (2 min. Per Plank) (2)#5 HORZ 0 TOP OF WALL CD #4 VERT • 6'oc W/ STD HOOK IN CLOSURE AND 180 -DEG STD HOOK AT BOT OF HEADER z (3) #6 x 10'-0" CONT CENTERED OVER 5'-0" WIDE OPENING N — U 810 " Header Reinforcina Scale: 3/16" = 1'-0' HOLLOW CORE PLANK PER MANUFACTURER s R-3116 19 p0000d CONT. BACKER ROD IF READ GROUT JOINT c Plank -to -Plank Grout Joint 12 SWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com -15 2 0 0 M K Z Z rn cn 0 D T 0 0 DRAWN: RVVG ° 0 o D C DESIGN: A Review Response RJA 0 ZLReview 24" DIAMETER OPENING TO CHECKED: A a RJA 7 APPROVED:ABB 'n o Fn ACCEPT RISERS, LADDER RING t m y. 0 0 V f AND LOCKING MANHOLE t 11/S1.3, COVER PER CIVIL DRAWINGS. C �H 0 00 0000 2/S1.4, 0 0000 ❑ ❑ ❑ ---------------- ❑ ❑ --- ❑ — — 0 --- --- ❑ — — 0 — — — ----- — ---------- ❑ 0 ❑ ❑ 0 ❑ 11 11 ❑ — — — ------ ----- ❑ — — — 0 ❑ ----------- 11 -------- ❑ -- --- -- --- ❑ ❑ o -- --- -- --- -- --- ❑ ------_ ❑ 0 00 _a 0 0 _ ______ __ T ________ _____T---------- 0 0 0❑ ❑ ❑❑ ❑❑ ❑0 ❑❑❑❑0❑❑❑ — — — — — —------------ - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ❑❑ ❑❑❑❑❑❑❑aaa0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — iv ------— — ------------i----o❑ 0 0 ❑ ❑000❑ 00 0❑ 0❑ 0 0 3/S1.4 PROVIDE REINF PER OPENING IN WALL BELOW ' ' PLANK MANUFACTURER C OPENING IN WALL BELOW INTERIOR WALL BELOW ITOV HELD BELOW INSIDE TOP 126.52 2 OF VAULT A 12/S1.3 BLOCKOUTS IN EDGE CELL 5x10 METAL BAR GRATING OPENING IN WALL BELOW. 9 typ. OF THE PLIC AS SHONIN 1 4 BY OTHERS W/ INTEGRAL SEE 11/S1.3 FOR CONC. 30" SQ ACCESS HATCH HEADER REINF. C lo/S1.4 ❑ a a 0 11 S1.4 : / POUR SLOTS PER PLANK C o � r� � 000000❑0 MANUFACTURER ❑0000000 0000 ❑❑0 00 n❑❑❑❑ 0 ❑❑ 0 ❑ 13 13 0 0 0 0 ❑ ❑❑ ❑❑ ❑❑ ❑0 00000 00 O$Z ----------- -----1-1--------- -- -------- ----------- ----------- ------- ----------------------------------------------- ----------- ----------- ------ ---- --------- --------- --------- --------- --------- --------- _--------------------------------------------_---- ------------------ ------ Ic 12/-1.4 4/S1.4 5'-0" 10'-0" Oft Lod 21-0 2 Plan Notes 1. SEE CIVIL DRAWINGS FOR PIPE INLET DIAMETERS, LOCATIONS AND INVERTS. SEE 9/S1.2 FOR ADDITIONAL WALL REINFORCING AROUND PIPE PENETRATIONS. 2. SEE PLANK MANUFACTURER PLACEMENT PLAN FOR INSTALLATION. LEGEND ITOV INSIDE TOP OF VAULT VAULT INLET OR OUTLET PER CIVIL DRAWINGS EXTENT OF 8" CONCRETE CURB EXTENDING ABOVE TOP OF VAULT POUR SLOT PER PLANK MANUFACTURER HOLLOW CORE PLANK PER MANUFACTURER 3/S1.4 I N 00 Stormwater Detention Vault Lid Plan � (2)-)5 CONT IN CLOSURE #5 x 4'-0" EA. VOID W/ POUR SLOT (2 min. Per Plank) (2)#5 HORZ 0 TOP OF WALL CD #4 VERT • 6'oc W/ STD HOOK IN CLOSURE AND 180 -DEG STD HOOK AT BOT OF HEADER z (3) #6 x 10'-0" CONT CENTERED OVER 5'-0" WIDE OPENING N — U 810 " Header Reinforcina Scale: 3/16" = 1'-0' HOLLOW CORE PLANK PER MANUFACTURER s R-3116 19 p0000d CONT. BACKER ROD IF READ GROUT JOINT c Plank -to -Plank Grout Joint 12 SWENSON SAY FACET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com -15 2 0 0 M K Z Z rn cn 0 D T 0 0 DRAWN: RVVG ° 0 o D C DESIGN: A Review Response RJA 0 ZLReview CHECKED: A RJA 7 APPROVED:ABB 'n o Fn Z t m 0 0 V PROJECT TITLE: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 �C DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: NO: OF SHEETS: REVISIONS: Z& Review Response Sept. 17, 2014 ZLReview 22, 2015 Response Oct. t f t PROJECT TITLE: Talbot & 55th Ave Plat Detention Vault S 192nd St. Renton, WA 98055 �C DATE: February 24, 2014 PROJECT NO: 10192-2014-01-00 SHEET NO: NO: OF SHEETS: FTG - IN A SIZE 2'-6 4" 11 SLAB REIN I uv I �r.0 „i tT/ fj LONGITUDINAL AND #5 @ 12"oc TRANSVERSE CD TYP. HORIZ. do VERT. REINF. PER WALL SECTION FENCE POST PIPE SIZE AND SPACING PER SUPPLIER (4)#3 x 3'-0" HORIZ. AS SHOWN PIPE SLEEVE (I.D. TO ACCOMMODATE FENCE POST CAST IN WALL W/ 1/4" CAP E @ BOT. sleeve to cap E 3/16 11/2n _ 11_011 Fence Post to Wall .L Bottom of Wall at Interior 5 HOLLOW CORE PLANK PER MANUFACTURER 00 0 A 0 I 8" CONCRETE WALL REINF w/ #5 @ 12"oc HORZ. #6 1 12"oc VERT CENTERED IN WALL. (2)#5 HORZ 0 TOP Of WALL Top of Wall at Interior Non -Bearing 9 POUR SLOT PER PLANK (2)-#5 CONT IN CLOSURE MANUFACTURER #5 x 4'-0" EA. VOID HOLLOW CORE PLANK �W/ POUR SLOT (2 min. PER MANUFACTURER per plank) VOID DAM PER PLANK MFR. BEARING STRIP PER �--- PLANK MANUFACTURER (2)#5 HORZ ®TOP OF WALL 2'-0" TYP. AT VOIDS W/ POUR " 6"0 PVC PRESSURE RELIEF SLOTS. (6at other voids) SLEEVE SET 6" CLEAR FROM INSIDE TOP OF VAULT. 8" CONCRETE WALL REINF SPACE AT 20'oc MAX w/ #5 • 12"oc E.W. CENTERED IN WALL. EXTEND • VERT REINF INTO CLOSURE W/ STD HOOK NOTE: SEE PLANK MANUFACTURER'S PLACEMENT PLANS FOR FINAL BEARING WIDTH Top of Wall at Interior Bearing 2 REINF FOOTING W/ (3) #5 LONGITUDINAL AND #5 t 12"oc TRANSVERSE NOTE: SEE GENERAL STRUCTURAL NOTES FOR BACKFILL SEQUENCING REQUIREMENTS. Bottom of Wall at Perimeter 6 METAL GR''r'"^ 'LI" CONNECT] SUPPLIER CONT. E 1/2"0 x 4' 18"oc BLOCKOU' AS REQ'D BY GRATI ,#4 CONT. ,DE EL. E.W. CTRD. RE PLANK PER PLANK MFR. Curb at Grated Opening 10 HOLLOW CORE PLANK PER MANUFACTURER #5 CONT. WITHIN ED+ VOID OF PLANK BACKING ROD AS REI 8" CONCRETE WALL R w/ #5 @ 12"oc HOR2 #7 @ 12"oc VERT IN! FACE. GROUT EDGE VOID S( WITH CLOSURE POUR HOLLOW CORE PLANK PER MANUFACTURER #5 CONT. WITHIN EDS VOID OF PLANK BACKING ROD AS REI 8" CONCRETE WALL R w/ #5 @ 12"oc HOR2 #7 @ 12"oc VERT CEI EXTEND VERT REINF INTO CLOSURE POUR. (2)J4 TOP FINISH GRADE EL. PER CIVIL GROUT SOLID HOLLOW CORE PLANK PER PLANK MFR. GROUT EDGE VOID SOLID WITH CLOSURE POUR 15 HAIRPIN w/ 14" WIDTH AND 18* LONG TAILS • EA VOID BLOCKOUT (3)/6 CONT. (2)#5 HORZ •TOP OF WALL Top of Walt at Non -Bearing 3 FENCE BY OTHERS. SEE 1/S1.4 FOR ATTACHMENT 8" THIq( CURB REINF W/ #5 • 18"oc VERT AND (3)/5 HORZ. EXTEND VERT REINF 10" INTO CLOSURE /5 HAIRPIN w/ 14" WIDTH AND 18' LONG TAILS t EA VOID BLOCKOUT (3))6 CONT. )15 HORZ • TOP OF WALL Top of Wall at Non -Bearing 7 BEARING E PER 10/S1.4 8" METAL GRATING AND SUPPORT BEAM PER SUPPLIER P- t5 #4 ! 12"oc E.W. CTRD. W/ STD. HOOK IN VERT. BARS (3)#5 TOP k 80T. W/ STD. HOOKS INTO WALL EA. END 14 TIES @ 5"oc Curb and Beam at Grated Opening POUR SLOT PE f "' ""' MANUFACTURER HOLLOW CORE 1 PER MANUFACT VOID DAM PER PLANK MFR. BEARING STRIF PLANK MANUFA 2'-0" TYP. AT SLOTS. (6" at 8" CONCRETE V w/ 15 • 12"oc #7 • 12"oc VEI FACE. NOTE: SEE PLANK MANUFACTURER'S PLACEMENT PLANS FOR FINAL BEARING WIDTH POUR SLOT PER PLANK MANUFACTURER HOLLOW CORE PLANK — PER MANUFACTURER VOID DAM PER PLANK MFR. BEARING STRIP PER PLANK MANUFACTURER 2'-0" TYP. AT VOIDS W/ POUR SLOTS. (6" at other voids) 8" CONCRETE WALL REINF w/ 15 • 12"oc HORZ AND #7 • 12"oc VERT CENTERED. EXTEND VERT REINF 10" INTO CLOSURE POUR. NOTE: SEE PLANK MANUFACTURER'S PLACEMENT PLANS FOR FINAL BEARING WIDTH METAL GRATING AND CONNECTIONS PER SUPPLIER BEARING E PER 10% VAULT PERIMETER W� (3)#6 CONT. #5 x 6F 2-0-- EA. VOID W/ POUR SLOT (2 min. per plank) (2)#5 HORZ @ TOP OF WALL #6 x 2'-6" @ 24"oc AT CENTER OF WALL W/ STD HOOK IN CLOSURE Top of Wall at Bearing FENCE BY OTHERS. SEE 1/S1.4 FOR ATTACHMENT �= 8" THICK CURB REINF W/ #5 • 18"oc VERT AND (3)#5 HORZ. EXTEND VERT REINF 10° INTO CLOSURE (3)#6 CONT. z -o #5 x sF— EA: VOIQ W/ POUR SLOT (2 min. 3• per plank) min. (2)#5 HORZ 0 TOP OF WALL z c K _ ca M V a) CRz z M Cn D SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com -15 D DRAWN: -o RWGo 00 I M�, DESIGN: n RJA C CHECKED: > • RJA �M-, z z i rn Fri cin � FENCE POST PIPE SIZE AND SPACING PER SUPPLIER (4)#3 x 3'-0" HORIZ. AS SHOWN PIPE SLEEVE (I.D. TO ACCOMMODATE FENCE POST CAST IN WALL W/ 1/4" CAP E @ BOT. sleeve to cap E 3/16 11/2n _ 11_011 Fence Post to Wall .L Bottom of Wall at Interior 5 HOLLOW CORE PLANK PER MANUFACTURER 00 0 A 0 I 8" CONCRETE WALL REINF w/ #5 @ 12"oc HORZ. #6 1 12"oc VERT CENTERED IN WALL. (2)#5 HORZ 0 TOP Of WALL Top of Wall at Interior Non -Bearing 9 POUR SLOT PER PLANK (2)-#5 CONT IN CLOSURE MANUFACTURER #5 x 4'-0" EA. VOID HOLLOW CORE PLANK �W/ POUR SLOT (2 min. PER MANUFACTURER per plank) VOID DAM PER PLANK MFR. BEARING STRIP PER �--- PLANK MANUFACTURER (2)#5 HORZ ®TOP OF WALL 2'-0" TYP. AT VOIDS W/ POUR " 6"0 PVC PRESSURE RELIEF SLOTS. (6at other voids) SLEEVE SET 6" CLEAR FROM INSIDE TOP OF VAULT. 8" CONCRETE WALL REINF SPACE AT 20'oc MAX w/ #5 • 12"oc E.W. CENTERED IN WALL. EXTEND • VERT REINF INTO CLOSURE W/ STD HOOK NOTE: SEE PLANK MANUFACTURER'S PLACEMENT PLANS FOR FINAL BEARING WIDTH Top of Wall at Interior Bearing 2 REINF FOOTING W/ (3) #5 LONGITUDINAL AND #5 t 12"oc TRANSVERSE NOTE: SEE GENERAL STRUCTURAL NOTES FOR BACKFILL SEQUENCING REQUIREMENTS. Bottom of Wall at Perimeter 6 METAL GR''r'"^ 'LI" CONNECT] SUPPLIER CONT. E 1/2"0 x 4' 18"oc BLOCKOU' AS REQ'D BY GRATI ,#4 CONT. ,DE EL. E.W. CTRD. RE PLANK PER PLANK MFR. Curb at Grated Opening 10 HOLLOW CORE PLANK PER MANUFACTURER #5 CONT. WITHIN ED+ VOID OF PLANK BACKING ROD AS REI 8" CONCRETE WALL R w/ #5 @ 12"oc HOR2 #7 @ 12"oc VERT IN! FACE. GROUT EDGE VOID S( WITH CLOSURE POUR HOLLOW CORE PLANK PER MANUFACTURER #5 CONT. WITHIN EDS VOID OF PLANK BACKING ROD AS REI 8" CONCRETE WALL R w/ #5 @ 12"oc HOR2 #7 @ 12"oc VERT CEI EXTEND VERT REINF INTO CLOSURE POUR. (2)J4 TOP FINISH GRADE EL. PER CIVIL GROUT SOLID HOLLOW CORE PLANK PER PLANK MFR. GROUT EDGE VOID SOLID WITH CLOSURE POUR 15 HAIRPIN w/ 14" WIDTH AND 18* LONG TAILS • EA VOID BLOCKOUT (3)/6 CONT. (2)#5 HORZ •TOP OF WALL Top of Walt at Non -Bearing 3 FENCE BY OTHERS. SEE 1/S1.4 FOR ATTACHMENT 8" THIq( CURB REINF W/ #5 • 18"oc VERT AND (3)/5 HORZ. EXTEND VERT REINF 10" INTO CLOSURE /5 HAIRPIN w/ 14" WIDTH AND 18' LONG TAILS t EA VOID BLOCKOUT (3))6 CONT. )15 HORZ • TOP OF WALL Top of Wall at Non -Bearing 7 BEARING E PER 10/S1.4 8" METAL GRATING AND SUPPORT BEAM PER SUPPLIER P- t5 #4 ! 12"oc E.W. CTRD. W/ STD. HOOK IN VERT. BARS (3)#5 TOP k 80T. W/ STD. HOOKS INTO WALL EA. END 14 TIES @ 5"oc Curb and Beam at Grated Opening POUR SLOT PE f "' ""' MANUFACTURER HOLLOW CORE 1 PER MANUFACT VOID DAM PER PLANK MFR. BEARING STRIF PLANK MANUFA 2'-0" TYP. AT SLOTS. (6" at 8" CONCRETE V w/ 15 • 12"oc #7 • 12"oc VEI FACE. NOTE: SEE PLANK MANUFACTURER'S PLACEMENT PLANS FOR FINAL BEARING WIDTH POUR SLOT PER PLANK MANUFACTURER HOLLOW CORE PLANK — PER MANUFACTURER VOID DAM PER PLANK MFR. BEARING STRIP PER PLANK MANUFACTURER 2'-0" TYP. AT VOIDS W/ POUR SLOTS. (6" at other voids) 8" CONCRETE WALL REINF w/ 15 • 12"oc HORZ AND #7 • 12"oc VERT CENTERED. EXTEND VERT REINF 10" INTO CLOSURE POUR. NOTE: SEE PLANK MANUFACTURER'S PLACEMENT PLANS FOR FINAL BEARING WIDTH METAL GRATING AND CONNECTIONS PER SUPPLIER BEARING E PER 10% VAULT PERIMETER W� (3)#6 CONT. #5 x 6F 2-0-- EA. VOID W/ POUR SLOT (2 min. per plank) (2)#5 HORZ @ TOP OF WALL #6 x 2'-6" @ 24"oc AT CENTER OF WALL W/ STD HOOK IN CLOSURE Top of Wall at Bearing FENCE BY OTHERS. SEE 1/S1.4 FOR ATTACHMENT �= 8" THICK CURB REINF W/ #5 • 18"oc VERT AND (3)#5 HORZ. EXTEND VERT REINF 10° INTO CLOSURE (3)#6 CONT. z -o #5 x sF— EA: VOIQ W/ POUR SLOT (2 min. 3• per plank) min. (2)#5 HORZ 0 TOP OF WALL z c K _ ca M V a) CRz z M Cn D SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue - Suite 100 - Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com -15 i PROJECT TITLE: Talbot & 55th Ave Plat Top of Wall at Bearing 8 Detention Vault S 192nd St. Renton, WA 98055 D DRAWN: -o RWGo 00 M�, DESIGN: n RJA C CHECKED: > • RJA �M-, z z APPROVED: A�B 3 2: co rn Fri cin � z m Cn 0 D 4 REVISIONS: Z1 Review Response S0.1712014 2 22, Review Response Oct. 2015 �O +r a x L a i PROJECT TITLE: Talbot & 55th Ave Plat Top of Wall at Bearing 8 Detention Vault S 192nd St. Renton, WA 98055