3214 BROADWAY BROADWAY KINECT APARTMENTS 2021-08-11

• I I -----• ` • LIMITSOFTRENCH NOTES -1 • • Wv MAXIMUM WIDTH OF TRENCH.FOR PIPES IS"OR LESS IN DIAMETER W=<0'.FOR PIPES IS'DR 1. W"MAXIMUM WIDTH Of TRENCH.FOR PIPES IS" ORLESS IN DU W=40'.FOR PIPES Tr OR GREATER w,qy,amD rwmw GREATER W=11/2 x I.D.♦I0".PIPE MUST BE W=1.SX1.0.♦1R'.PIPE MUST DE CENTERED IN TRENCH. un voi m III CENTERED IN TRENCH. 2 ALTERNATES-LOPING TRENCH WALL TO MEET sea.,.WA e MATERIALS II / -EXISTING CD .(0 e) C9) -U OSHA.REQUIREMENTS(NO SLOPES STEEPER THAN • --- •STANDARD TRENCH SECTION PAVEMENT ilE%CEPT FO0.ROCK). /I SEE STANDARD DRAWING 614 PIPE BEDDINGBASE COUSSCONFOE RMING ED _6^ • 0� 1 / I 9-03.9131 OF THE STANDARD SPECIFICATIONS FOR / L IB"MIN �� 3. SORROW OIRAMATFRIgL OR IMPORTED GRAVEL SURFACING BASE COURSE CONFORMING TO SECTIONSUITAME BORROW AlAS DIRECTED.COMPARi090W ROAD,BRIDGE AND MUNICIPAL CONSTRUCTION I 1 ly 4 Kea 1 MAXIMUM DENSITY. $ WSDOWAPWA. 11 4. FOUNDATION GRAVEL IF REQUIRED MINE LEI \\� m/�/\ OPTIONAL PIPE BEDDING(TO SPRING-LINE)FOR PIPE III III III III -�!I IJ I' II 'III III ENGINEER TO REPLACE UNSUITABLE MATERIAL U • / \ -� III- - - SHALL BE FOUNDATION MATERIAL CIASSA,BOR AS i 73 / TRENCH WALL LNG ROCK CHIPS PEA GRAVEL3/C'CLGIN II - APPROVED BY TM ENGINEER. Q 13 ��* II // TRfECXMITO ROCK CHIPS AS APPROVED IN ADVANCE BY ENGINEER. LII -- III TiII / 1 4'K' ��Yp / _. 5, FOR ADDITIONAL COMPACTION INFORMATION SEE I 3. \� � -�/ UPPER LIMIT OF OVER EXCAVATION AND PLACEMENT OF FOUNDATION LEI!I III /' 1 STANDARD DWG 615. J p 6 �/� PIPE ZONE MATERIAL.IFREQUIRFDSHALL OF FOUNDATION III III,/ yJ2 p..v /\ x MATERIAL CLASS A 0R B CONFORMING TO SECTION JA \ \ 6. II 01RE[iEDeYTHE ENGINEER TXETOPTNREFTO I/ \ %��/ !1-03.1]OFTNE STANDARD SPECIFICATIONS FOR ROAD, /IL_ - �I/ FIVEDIRECTED TOF BACKFILLEHNLLOTHEIMPORTEDTHREE TO I •A\/. / / BRIDGE AND MUNICIPAL CONSTRUCTION (I/-/ 1 N BORROW OR SUITABLE NATIVE MATERIAL zS CRUSHED SURFACING .\� WSOOT/APWA. Wit. III COMPACTED TO 95%MPXIMVM DENSITY. /\ m • EASE COURSE FetssysiIII- N o \` T. SHOW FOfl /�j// • -I (- PAVEMENT PATCH DETAILS. • PROCEDURE FOR COMPACTION -1 8. VERTICAL TRENCH WALLS WIT115110RING TO R o PROVIDE UNIFORM SUPPORT UNDER PIPE BARREL l /� 'III CONFORM TO O.S.HA.REGULATIONS. O COMPACT BEDDING MATERIAL TO 90%MAXIMUM (/ / III 9. SURIRADE DR GROUND SURFACE IN NON-PAVED • DENSITY EXCEPT DIRECRY OVER PIPE,NANO TAMP AREAS • _ / LOWER LIMIT ONLY. - ID,EXCAVATED NATIVE MATERIAL OR STOCKPILED o ®2X .. NL RBIA�m i �OF PIPE EONf BACKFILL MATERIAL. HAND TAMP UNDER PIPE HAUNCHES FOR ALL SUBMITTAL/REVISIONS • y c BEDDING MATERIALS. ¢ WN IL FOR ALL TRENCHING TRANSVERSE TO THE ROADWAY I d 4 -p LL ABOVE THE PIPE ZONE SHALL BE hra FORNDDRIONAI COMPACTION INFORMATION SEE CONTROLLED DENSITY STAN PILL SEE 5FCTION39.68 ma j 7 V/�( _ STANDARD DWG 61i p SC 320.1 OPTHESE STANDARDS. -,e� 'y%\\�\' \):n OVF0.EXCAVATE AND PUCE g{ ) ' ]2. FOR UTILItt CUiSSUCN p$GAS,iELEPMONF, • t i� ��+�T/ FOVNDNROVEG EERWL[1A554B q -� I w \ \ -III 1� POWER,PNDfAOLEN LONGRUDINALTO iXE [ ORPSAPPROVE00YT1E ENGINEER 1 9 WHEN SPECIFIED. ROADWAY,BACKFILL SHALL BE CONTROLLED • e o,'O ____ DENSITY FILL SEE SECTION i 9.5Df THESE STANDARDS. • • S 8 I II I I ,IJ � r BEDDING AND FOUNDATION: § W(SEE NOTES• l e} I, !Iz/]I{-/zOld� 3� _ ''IDS/i 20131 • „pl BEDDING FOR PIPE IN TYPICAL TRENCH SECTION � � DRAFT TRENCHES 61,n �� L DUCTILE IRON PIPE 614 616 • 1 1 1 1 • NOTES I I NOTES 1. ASACCf ACCEPTABLE ALTERNPTVESTOIXf RFBAA 1 N. ALL BACKFILL MATERIAL SHALL BE PLACED IN LIFTS • • PIPE ALLOWANCESSHOWN INTIIF PRECAST BASE SERION,FIBERS MOTTO EXCEED II INCHES BEFORE COMPACTION MAW MUM !PLACED ACCORDING TO THE MOOT STANDARD /j / / / UNLESS AUTHORIZED BY ME ENGINEER DUE TO THE • �� PIPE MATERIAL INSIDE SPECIFICATIONS).OR WIRE MESH HAVING A F - ,/ �/ CHARACTER OF THE MATERIAL AND TIE En BE PLACED IN THE KNOCKOUTS. in ///// �% // v a BAC NOT BEERIAUNLT «�� DIAMETER MINIMUM AREA OFO12 SQUARE INCHES PER /// / COMPACTING EQUIPMENT. �'��.t: REINFORCED OR FOOT SHALL BE USED WITH THE MINIMUM //// 0 lE" REQUIREOREBAA SHOWNINTHEALTERNATIVE MIN 95%COMPARION PLAIN CUNW[IE ION OF BACK FILL MATERIAL `^ PRECAST BASE SECTION WIRE MESH SHALL NOT f / / / LTHE DEPTH OF COMPACTED J V/ • ./'/ LLMETAL PE 15 // </ / BALKFILL MgTf RIPL 53 TFET ABOVE THE TOe OF •CPSSP r 11. 3. GRE KNOCKOUT DIAMETERSXPLt NOi BE //�/ / /// PIPE. /\I Z OISDOT STO,SPEC 9.0320I GREATER THAN Ir.KNOCXOUTS SHALL HAVE p ///� / c o1 FRAME AND VANED GRATE SOUDwquevc -- MAXIMUM.PROVIDE r MINIMUM TO 2.5' /� /// / /� �' 3. EACH LIFT SHALLBE MECHANIULLY COMPACTED iO co •' PROFIE WALL PVC 9Ls tz(lI) IS MAXIMUM.PROVIDE AI.5'MINIMUM GAP �/" . '� THE AfQUIPTLIFIS 1Y PRIOR TOP A[NG I11 PROFILE WPLLPVf BETWEEN TIE KNOCKOUT WALL AND THE /'//.< '. �j ,3/✓P S5Q SUBSEQUENT LIFTS OF BACKER L MATERIAL ++ I5" OUTSIDE OF THE PIPE.AFTER THE PIPE IS /y, • J/5�,/ �'x q C �\ iC (WSDOT STD.ORRUGATED POLYETHYLENE INSTALLED,ACCORDANCEFI WITH GAP WRX MORTAR IN y•Y/ "./�j ✓ "0 //01,.</ �3 C. COMPACTION RSUTINALL BE AS ELSSSTIRED RESTS G \ % �3 'CORRUGATED ATiOWITX W5pOi STANDARD \ (%vN do CITY ENGINEER,BUT IN NOCHE LESS THAN 2 TESTS } 1� Z • 3x/" /�\ !t 1 O STORM SEWER PIPE SPECIFICATION 9{k3. ,/� YK j� EVERY 1W fEETOFTRFNCX r J�j \O" � MN'X90'%COMP'A0I110N i • /4. ONE AT SUBGRAOE AND 0 W 3. THE MAXIMUM DEPTH FROM THE FINISHED Yj�YayvY✓ l/\ / N ONL Al'50%OF TRENCH DEPTH. Q Et I- / GRADE TO THE LOWEST PIPE INVERT SHALL 0E5.5'. �' S. IN PLACE OENSrtVAND MOISTURE CONTENT WILLBE Z__ %�\ \ 4, THE FARMS AND GRATE MAY BE INSTALLED WITH AtarT ..4, . /• 4 DETERMINED USING NUCLEAR METHOD,ASTM - \ THE FtANGEDOWN ORINTEGMILY CAST INTO ,/y// \y 2922-71. a 1 THE ADJUSTMENT SECTION WITH FLANGE VP. / /` . � �� co S. THE PRECAST BASE SECTION MAY HAVER 6. LABORATORY MAXIMUM DRY DENSITY AND • ROUNDED FLOOR,AND THE WALLS MAY BE _ /// / / / / OPTIMUM MOISTURE CONTENT WILL BE DETERMINED O SLOPED AT A RATE of 134 OR STEEPER. / /�///jy USING THE MODIFIED PROCTOR METHOD IN _ //////,•��1 EI /j ACCORDANCE WITH ASTM 0.1557. N M \ 6. OP OPENING SHALL BE MEASURED AT THE TOP 4 /MIN.90%COMPACTION/ N F L..1� W a OF THE PRECAST BASE SECTION. / /%// /%/' • n F U� • -ONE p3 BAR HOOP FOR 6"IIEIGHi • /� / / M C INCREMEM,SPACED EQUALLY 2. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER //%/// %/ //� / V ++ W E THE INLET HAS BEEN PLACED. / - gg RECTANGULAR ADJUSTMENT SECTION /// W 6 �� ' // / !Q 6� W • 1 /j. //'/ 1 "a .6\ /SCe\" // I OAG '1' V / / // • \SSRe ��:� E //j/// / W b3 BAR EACH v 1 ORNERe / I ryI 'C/ ' > FOUNDATION MATERIAIIS• p3 BAR EACH GOPHEROP), Ite ¢ 903f COMPPCIION/ Ws00TSTDeUH 83S60MACCfPTAelE SUBSTITUTE \( ♦Yx� flEDUIRED J S N38AR HOOP- I S •et*. / g`U'i SFE STANDARD DPAWIHG 61l p30AR XWP- - -® 111 D ONE b3 RAT __ 3 C Q ACROSS ,. 7 C Q a/m/''- X bE"7D�i/aoE] $ PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION } TYPICAL TRENCH a CONCRETE INLET 4R cc 's (SEE NOTE SI 401 I t COMPACTION 620 0 T __.._I CO • E2 i a. IIP $1 � I 55 D.Jga $ W0eSL I S• MI 'r P'' • rt i' SWI Mi00NQ 12 OF 32 • 9EEWILE § ° Wz=S rP;W° oe SD-02p ;D1� H • O]/1N2012 a •