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HomeMy WebLinkAboutS-3987070000 0000 0000 r I/ N r*.s O N N � qj- [L IC) W I- LO Z 0 F- I- W IIr LL V-M-IE-S y 1' 1' MIN MIN I I MIN MIN SPECIAL .NO NOTE �I IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH l l OF THE PATCH SHALL BE EXTENDED TO C INCLUDE ANY EXISTING PATCH WITHIN 10 i 1 FEET OF THE EDGE OF THE PATCH REQUIRED, FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE N11HIN 10 FEET I 1 OF THE EDGE OF THE SECOND PATCH AND SD ON UP TO A TOTAL OF 300 FEET. FACE OF GUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW {I 2" HMA I" 1 1 ` I CENTER LINE OR _.I .( ! LANE LINE 1I 2" TO 6" HMA 1 1]I DE 2" DEPTH OF A PLANING OR SAWCUT AND REMOVE 6.5- MIN. IVAARRIES: MIN I MIN VARIES M'N I MIN DEPTH OF EXISTING PAVEMENT F�l 2" SAWCUT AND REMOVE OR PLANE, SEAL NTH 2" - 6• MIN. HMA (SEE NOTE 2) AR-4000W I .� _ (EACH SIDE) l CRUSHED SURFACING TOP COURSE (CSTC) (9 STANDARD 2' HMA (9-03.ICTI PER COMPACTED SPECIFICATIONS, COMPACTED TO 9596 MODIFIED PROCTOR, 5AWCUT AFTER BACKFlLL - EACH SIDE CSTC. BANK RUN GRAVEL FOR TRENCH BACKFlLL GRAVEL BORROW (9-03.1 PER WISDOT1 T WSDOT STANDARD SPECIFICATIONS OR NATIVE NA MATERIAL IF APPROVED IN WRITING ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95R MODIFIED PROC,. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSOOT PLAN 110.1. STANDARD SPEGFCATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 SM. PLAN - 110 TYPICAL TRANSVERSE PATCH FOR DEPARTMENT PUD WORKS FLEXIBLE PAVEMENT OR RIGID PAVEMENT WITH OVERLAY �S r•rr NTS COR STD PLAN 110 - TRANSVERSE PAVEMENT PATCH r,i -EX SEWER MAN I PROPER _-SPOOL (LENGTH AS NEEDED) 7 i 6" SERER STIIBE b- { FUTURE IV SIDE SEVER \ `SEWER MAIN TEE >�"' Fm 4" SAPID M G T PAINTED I -S' CAP/ ITE WHH 7HE� _57ENgLED � Ii IWWNRRAA3PP"PP1Sf11EtB ANO-- WIRE • r EXTENDED TD THE �T�OPE DF TONE STUD. I COUPLING (1'rTt.) t» > I 'I 6'M5916' slrtI a.EM T NITH PST IRON RINtl i'AND OVI� I (EASTRR,ON PgOOUCLNQ.�10]67502 OR PWOORKSAPP p� (SEE $ID. PLAN 403.h kON INSE54yERLAR'ON LI fi QUA ------------------------ L � �ua c� A4PRONiL E �G40r ADAPTER FMB T�=F � L) L1ENO,.As, SIDE SEWER - - �lf" SCNER SIIIIB ��" �. TURF I6"K r•" REDUCER iIo SEWER MAIN SIZE X 6" TEE (�� T�CCC snR -flpr v; rca rtiwwFr'ApFlS TO EXISEING eem MAIN - A V)11O*D CLAY MAI IT IN Nf: NIIW PVC "TW USING rKTRONGI REJBIE D UPLINGS (PERNCO OR AP ROVF �UA�I J Fl •- B. CONCRETE A _ 1705 IN A TIEWIM = 7r IISMA F10g!J: OMOLOWS (11'ER1CC GR APPROVEL' I" C-,, PVC • FOOD PVGMAGJ - (� 1N NEW lEE L191NC�ilq�'(�Up1F16101 CORE-gRULP -9nHf A-EIAC SADDLE "UCTILE IRYI MAIN - CORE-CRILUD W1TH it ROWACCSS DBE �04-APPMVED EWAO) LC MANHOLVC=fl=OR]-:,W- CONNECFIONS-70 -MAiH n -IUL Af,f�M___-_C�T!" IC K Q TS pt R(�E SHALL BE C-ORN1Eb. P9F MITI_ / Sw fIZONTA4 V MIN. MMIN SEWER MAIN ppP1Cr�TE B t:KII r� Nf1� AfI'LZF � lEE AT MAnN BETNFFN DA1 ANp �AB��M�S��p� IMS;IL-RISE-�I E Mgr UNLEWO E 1115E SNOWM W7 PLMI SqE SEVER SHALL VE 1,MINIMUN 2 CCyER AR PR RTY LINE LTA 3 3' L 7[ 7HIU1 I�HE LOMEST MUSE EIEV ilk jMIL11QYR 6 LgME/i. STANDARD SIDE SEWER 1 DEPAMEN'r INSTALLATION PUBLICWORKS (9 (SEWER MAIN TO PROPERTY LINE) NTS COR STD PLAN 406.1 STANDARD SIDE SEWER INSTALLATION SAWCUT, TACK COAT AND FINISHED GRADE 12" MATCH EX ASPHALT GRADE EXISTING ASPHALT NOTE: FOR ON -SITE USE ONLY E C PAVEMENT SUB -BASE MUST COMPACTED TO 95% MAX. =NSITY PER ASTM D1557 IMA CLASS 1 /2" ASPHALT 'RETE PAVEMENT _ AGED EDGE DETAIL t'Q 7!'p10 I? E M Df'PLmMA,R,u-Ei+AE D' tl TWICxi a Jp TIOIM0.11DE AII.g➢EPDE ` �_- T. ,.�oN,A m..l PaW curlf oETA.A L.rYrrx uoel Ira n ,' P vw:wt oErwA �EOE eAN. rKK LY.-JMeD wP�XNOru soiEs7 wN ,m AW rt (m.l WITH RAISED EDGE Np F G// ourT[q! P CIA , Als 4TAMl0urir r vi.w All PM ounElN -'n 4`k w.,{D GAAIIL 1 .:..iACEHT TO CURB ffN AFC, �` • I'1"` 1 A011 M. ,. --IAATN, � ,�I �� A Moog DR FDPC - CFI®` wAaPuofrANR ADIACENuaroJF r enAf1[R- YP[IwNT[ !E[aTD FIA11,m >t OFFf I'Ou1 A+Ct F1ATae Urn, MwRE Tx �`�� k.�'J's' `p 2 ' t f T. ADJACENT TO ClM18 AHbRAr_INO OR INALL qP ^'k-.°'T '14-d!V IWt WAIL FA+}4t�.'. Fm PmE I A �L�1.' � '•'ykF 'mow N. 1rEATMENr sDEwwx e1iF[q SrM 910EWALIf ACWCFM TD WALL DETAIL �TYLy IM:E ND[E Y5i IIrAR �d ' � •�� waAneP.vMKNnr,�.' 'I FN "Ie �E�wfp�wmP �mcnrrc - ,-. 1d 5'-`� w 'owwna`''-Bowl EYTTO BUFFER STIDP- el1 r! ?S • , tr 1D IN' Fo��m D anal � OD�TPACFWN xAH1 ! 'r1.• � eWWNx ra x M1N. NNr IF..c Nl.a wxr ..l,`..ti4 0 •q(FIL Jultllon BeAI t FlaticrM [nv.v,sor.laur peoTrcJ ACePIe VNa.•P/BIX4Ff Blltl anx ! ,MIPf PE+wA�11f n"..n rm.N 111 ' ir0en-IF�W G WK. Yfn4M1 IPyM wlgca, rPH arN m.ld. l:DN71iACT10N JOINF VreMd alnf 1He20; 4r JOINT AND FINISH DETAIL •► 1 M dAMF CerneM Cmvne Gih xln ,, i' �': sae.aLx n� Frn nr.a For other relenrlrxd NOTES eee - .. :vnnn wnn. r'1 earM STD PLAN 10p 2 - pz "` •� [ creleldrhh�pxr wSOC' �. StMM.11 P1e0 F 101"3 POYBC 5U[FdCeF 1 rA2rD0 F/ WiF xwIF FXM;B TH 3�- Caanemhe 4'am PSL STD PLAN 1. 1es eppfi-bl9 : E EXPANSPIALANEION - - E%PAN910N JOI PUBLIC'. WORKS CEMENT CONCRETE PLA_9 - 1i12 DEPARTMENT SIDEWALK NTS COR STD PLAN 102 CEMENT CONCRETE SIDEWALK FINISH SURFACE PER PLANS TRENCH BACKFlLL PER - PROJECT SPECIFICATIONS. CDF PER WSDOT STD SPEC 2-09.3(1)E FINISHED GRADE NEAT -LINE TRENCH (TYP) WHEN DEPTH IS LESS THAN 4FT a 6" MI PIPE �a e aA \ ✓/• /•./ 30" MAX 2 NTS 6 CDF TRENCH BACKFlLL SAW -CUT, TACK COAT AND MATCH EX ASPHALT GRADE 12" _IJEXISTING ASPHALT NOTE: FOR ON -SITE USE ONLY EX UNDISTURBED PAVEMENT SUB -BASE MUST BE COMPACTED TO 95% MAX. DENSITY PER ASTM D1557 3" HMA CLASS 1 /2" ASPHALT CONCRETE SUBGRADE COMPACTED- I PAVEMENT TO FIRM AND SE 4 ATB GRAVEL BORROW PER WSDOT UNYIELDING CONDITION 2" CRUSHED SURFACING BASE COURSE SUBGRADE COMPACTED PER SECTION 9-03.14(1), COMPACT TO PER WSDOT SECTION 9-03.9(3), GEOTECHNICAL 95% MAX DENSITY COMPACT TO 95% MAX DENSITY RECOMMENDATIONS OR EX SUBGRADE MOISTURE CONDITIONED NOTES: 12" GRAVEL BORROW PER WSDOT SECTION COMPACTED TO 95% MAX DENSITY 9-03.14(1), COMPACT TO 95% MAX NOTES: PER ASTM D1557 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX DENSITY OR EX SUBGRADE MOISTURE SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. CONDITIONED COMPACTED TO 95% MAX 1. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 2. SAW -CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS DENSITY PER ASTM D1557 EXISTING AND APPLY TACK COAT. 2. PLACE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA 3• PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. SECTION 5-04. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE PAVING. REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE NTS 9 MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS ASPHALT PAVEMENT - HEAVY DUTY J.ASPHALT PAVEMENT- HEAVY DUTY -ACT Ij1� 1932 First Ave � wAs Suite First Cell 3 Working Da s � �� 0� A t// Before You DIG! - Seattle, WA 98101 p. 206.725.1211 0 - 0 30766 f.206.973.5344 °g� �� _ �o� ��61ST0- engineering pllc www•Ipdengineering.com y-800-424- 555 NO. REVISION BY ;RUSHED SURFACING BASE RSE PER WSDOT SECTION 3.9(3), COMPACT TO 95% DENSITY 0 �RWTe M419i�.J t�l �'�� �i5 fes�awYW X:ieAtlev%T7�, �eLR � :RLVI�� Ir�Ally_i I{p}p Btl aE� 7GZi 'con.wd eau+FdFjdMP�T/41d Id1Fl r;•11'arlrrsnquhW.�115 TIW9R1{IrI RFIld1pPIM�1�'AIrW4,,! �. awe nc- pyrl Y((2 NYIdPWdeQWgitBC BWBWW TINXpyWGMrIR ix` �kl $INDL used 4 fThAiF1>i1RYrPUe,TWIpV)IItBTWWM1Sd(,iD N�wOGNS/JWi� POIF1k!T1MMM VIlg1I11Y111R11(7('° dll.��_ 1k�_F�- wItrTFF71 DRu9TIu.Iee,'•," A NpLvyd 9'I��E�o1w.IwilR�us�D�nrEWl�t�g*A7�q;. 1@MF(MnTE 7G) '�w1P.I1VI0W1DA1M'INV��F�1�) 1 �i�110Wq MFNGR�R1iff�Y AldFMbly MfNi>j . g�fYIF11b._ Prp9DPl1{':�4:Z•{'a[''.-- R9 W lJ.� Cr'Y�N�e0.E�l duldNNr AW Aeer.lEt s35TB! �aT R�Ohial;9lb dNa gaeba 01 7GW.. CAI �.(a.11iL4PE-Rr<mrteF��1I9q`T1'11FSe'YF(1(T11iY�!ITLd,I, i7aMOyOIM� IMw,', 10. BTRE�Z6ta!INPA�F7�'FF<�il(an9iloN' �,. ' TRM IVI;aAT�ope,VX1111y1FMlalf� -- 'Cy�ERi.SAIQi'kllitt�Fl�TtI�M�if�/IP'fCAR05„I S �DgP/PNIAY $TANOAIiYfB # fuK1JlI�a2fpl�Y�j" itlN M Develagn¢,a,Pv¢ulatl CN AP7 ER i CRY YYIDE PRT}PCRIY C[VELCPNIEHT STAN❑ARPS Se[tleM14.i-0VO PARKBI�T.$AOIHSAWD ORIYCWAY) REC�UU114N5 - -" _ I Il � �i F R @+ `�.5,}fit , _: riEMiMT •i.ONCRE' y" I " �' ? ��I �1 EMTl1ANGEf MITE FAOe OF A6fACEM qM¢) { NTS COR STD PLAN 104.2- CEMENT CONCRETE DRIVEWAY ENTRANCE SURVEYED: DESIGNED: Lip DRAWN: SMN CHECKED: DATE APPR APPROVED: / \ LV t ui,4u UrCIVtVVHT rr-m c4..o3 I COR STD PLAN 104.4 �' MODIFIED AS SHOWN 3 i i i i J i 1"=I'll WEST ENTRANCE DETAIL SCALE: 1 0 r HORIZONTAL: MAD 1983/1991 - �. CITY OF RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY [%L=4 Cy#f11F11N'dl�:�µi..�:i•' �A I 7,1 '4e[ IA1N q1 - - F✓ 1 1 i� � 1PCTBL 1 COP# I� 2/23/2018 NTS COR STD PLAN 104.4- CEMENT CONCRETE DRIVEWAY ENTRANCE ��_ STD PLAN - 104A - IENTCONCRETEDRIVEWAY.- PRANCE - TYPES C18,'C2B,_.. and C-MAXB (WIT►1 BUFFER) -le 0 2.5 5 Scale 1 "= 5' R-398744 S-398707 W-398707 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FIRE STATION 15 1404 N 30TH STREET RENTON, WA 98056 UTILITY AND PAVING DETAILS FIA I DATE: F14/3D0/2019 PAGE: DRAWING NO: 04.03 SHEET: 17 OF:18 00 L I O 0 0 N O O a J /VJ V Z Q 0 0 w Er L0 T Z 0 H Q F- w Ir LL