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pe-1885iv • THE: SPOKAI HYDRO SEED SInF <# g , 5 s: viRiu A t: iA t�! kvu dB 0 AT NAVD 88 BASER cz ) " +" AT EASTE AT 23RL ELEVATION 2055.1J mt..N A' IN This SET OF P EDIT1 OF THE SP KAN IC 1 `4 1 r 1 TEL cp' KANE' A 2(x DRIVEWAY \SEN 12' PAVED DRIVEWAY 2" CLASS A ASPHALT CONCRETE PAVEMENT ON 6" CRUSHED SURFACING BASE COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. NOT TO SCALE 10' 11.5' UTILITY EASEMENT CHISELEL yTnp OF 5' FU' } AQUISI 3.5' SIDEWALK 2% r A ' PROVE R/ TYPE B CURB - 11.11111111111111110 [ � 7' PLAN I NG STI . E . ..uvLATIOvS DARDS Ft.'° NES FOR f :i. . : 0000 A 10.00...■. FENCE TO BE >r• i~ ,O C A TED BY OTHERS.--- ER; .--- IONOMMOMMI 5/115 .1511/5.0 . .. 000 .. ... •��•�.:�: .. • 0000 „ ****-'•'*. 4*- • •.. . . I •U+►• 0..411111- Oil -a. wow - • • }x•rl�.r.•...f +:• n,vti�•:.,.. . • ,0 • N..= �. I! n w� YA 0 0. 0 _, . &'TER STING SE`°R SE TENT 1 30' ROW N. L.,. 11+ r 0 wrw.1..rw - -,... IN 14.0' S . w` r 2" CLQq 'A' ASPHALT CONCRETE ''AVEM` : r ON 2" CLASS 'E' ASPHALT CONCRL it PAVEt8 ''NT r;" CRUSHED SURFACING BA` CC1U IN ACCORDA WITH WSDOT SPE _ ffi : : g DNS. r-- L:NT I U" SASE Y 5' FUTIP. FOR ZAINAGE E, W.M 11110 MOM R/W 3.5' SIDE' 2% 2,0 TYPE 6 CJRB & GUTTER ••• 0010 .aes .I. 7 EXIT!N RET4 ROW I 2" CLASS PAVEMENT r," CONCRE" = I- SURFACING P - WITH i I n r `1 ,t v ti J .( 11 r • • •` •` •` •` •` • • • • • • • 4.0' SAWCUT ANTING S 1.. tag eAr fil:41 :wW; v. a..�s►7�r� #f�iair� .- AL g CONCRETE 2" CLASS 'E' ASPHALT 17MENT (JN 6" CRUSHED CUUP E E ACCORDANCE 21+00 r EXISTING PA b . 4ENT 2. ALL WORK AND MA I tKIALS SHALL BE IN CUN"?KMANCE WITH THE "SPOKANE co I TY STANDARDS FOR ROAD AND SEWER CONSTRUCTION 1999 ", AND AS AMENDED. THE CONTRACTOR IS REQUIRED TO HAVE A V CONSTRUC' ABSENCE OF THE °CRMIT WILL RESULT IN r :4MEDIATE S REMOVAL OF '''.' ^ ITEMS CONSTRUCTED V.. JUT THE PEs I. 3. THE CONTRA( PLANS ON 4. LOCATIONS BE RESPON RELOCATED IF THE CON I n ENCOUNTER'"" MURPHY NORTHWEST FOR CONST BETWEEN 11 AND NATIVE THE CONTR BEING CON' LEAST 6 WL HAS ENDED DRYWELL 0 BASIN TO 1 ALL DRYWE FLOW AS D 10. ALL CURB SPOKANE C CONSTRUCT 13. FOR ANY C' SURVEYOR PLANS, PRi AND COORI THE CONTF... ARE AT THE CONSTRL CONCRE 14. THE FLOOR FLOOR OF TOP OF DF DRAINING I DW ( PRIOR TO S ;TRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCA UTILITIES. CALL THE UNDERGROUND UTILITY LOCATION SERVICE AT 45t < F 11. THE CONTR HALL BE RESPONSIBLE FOR CLEANING ;; MUD, A; DEBRIS WHI Y ACCUMULATE ON PAVED STREETS ADJAGL JT TO THi : CONSTRUCT ;TIVITY. CLEANING SHALL BE ON AN "AS NI:A =: DED" PRESSURE. 5 tHING AND WATER SHALI 3E _ WHEN WATER PRESSURt AL0 CONSTRUCTION DEBRIS FROM THE STREE i. RB GRADE LESS THAN 0.8% FT/FT), A ,. C, ��i i��_k�.s� �'..., :� .� _ ) _4 "LL VERIFY THAT THE CURB f A_' AT ` _: rn PLACEMENT OF CURB C(.:}i `t I } Ca. I (.3 WORK ,WITH THE PROFF. .i......... , .. . _HALL EMPI ()Y A 1 ICFN is i) CORRECT PLAT L i . L) .' w IOR TO PAVING, Ah ; • A GRASSED F° L RCOLATION SWALE A'..:) THE SIDESTEPS OF .L. THE SOIL LOCK` IN THE. -. \l•, WITH A MINII SHALL PROvi A WRITTEN STK7 REQUIREME' " THIS WRITTEN OFFICE PRI ro INSTALLING Fig r a FLOOR MA'I LiNir+L SHALL BE hi, - a AL ED THIS MINIMUM PERCOLATION RATE OF 0. u EXISTING SHALL MAKE AN EFFORT TO PROTECT ALL CATCH BASINS AND DRYWF! IS FROM '.TED WITH SILT BY INSTALLING FILTER FABRIC BETWEEN THE RIM ANL ' E FOR s'j JR UNTIL THE ESTABLISHMENT OF GRASS -AND /OR OTHER SFTF " NSTRUCTION WORK THE EVENT THAT SILT OR 0IHER DELETFRI !S MATERIAL IS Al TO ENTER A :H BASIN, THE CONTRACT= ? WILL FIE F s; ED TO CLEAN TI :LL OR CATCH FACTION OF THE CERTif EEINE- DISCOVERS ANY DISCF ; A DIES BE x'I&EEN THE ILA. . •= t.XI LING CONDITIONS r SHALL IMMEDIATELY NOM=" Y THE DE ENGINEER, uLt ASOCIATES, SUSAN 840, THE SITE /PROJECT INSPECTING ENGINEER OR HIS REPRESENTATIVE, STI NELSON © 534 -9711, A: - THE SPOKANE COUNTY ENGINEER'S OFFICE @ 477-3600. 00.4.4 _ tvc REQUIPFD TO HAVE A COM'I FTE SET OF THE ACCEPTED ROAD AND DRAINAGE t ' SITE WI:VER CONSTRUC' IS IN PROGRESS. ING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL :2 LOCATING ALL UNDERGROUND UTILITIES. ANY CCM f LICTIN':..; ''ILITIES SHALL BE • 3 CCf _ :. = I SUCTION OF ROAD AND DRAINAGE FACIU = LA'S. OF DR' "' INSTALL FR.. .. . Z FA i - i C: "AMOCO" 4547 OR APPROVED EQUIVALENT, ELL BAkkEL AND THE WA a? DR OCK, AND PF' SEEN TF "WASHED DRAINROCK SEE SPOKANE COUNTY SIANUARD I "''_S B-1 ANu I3 --1A. fiON PIPES SHALL BE PLACED BEI _e` THE DR LL CONCRETE CAP AND SHALL THE PLANS. .ETS ARE TO HAVE A DEPRESSION e£ L R FIGURE 48, PAGE 6 -84 OF THE ;UIDELINES FOR STOR¢:a=NA TER MANAGE h r NIT. ALL GUTTER` a TS. SHALL BE STANDARD DETAIL GENERAL ROADWAY CENTER LINE RIGHT OF WAY UNE PROPERTY ER Y LINE EASEMENT L FEt•; CUE PAS ..r NT GRAM,. PLAT BOUNDARY BUILDNGS & STP " ^ ARY SEWER SA t MAl g it CLE ,At UT SEIr g: SER V1Ct:� WATER WATER UNE VALVE F<lk' HYDRA •CE °'OFF AIR VACUUM RELIEF STATION ORM DE DRA =$=:;;M •,GE L..: IDLE ::E /ELL CA ICH BASIN DITCH 3 NS PERMIT ON SITE AT ALL TIMES. THE x '' OWN OF WORK "a^ TUC POSSIBLE Iti YO». 15. THE CONTF' ,,., .5 RESPONSIBLE FOR PP P! "'r "!fir LABOR AND MATT:; -#. COMPLETIO F INTENDED IMPROVEME.N 1 > J ON THESE DRAW `:. PROVIDED, "Al OR < :�TRUCTED (= L"'SS S. :.CIFICALLY NOTE. A ' 4.1111/IMIMMOSIMMIIM M.,. x UNDE a: SERVT CALL *MOM_ >. _... x FIF . Tl #x ALL GPA 5v -w. °wY (4 TT TO THE SI :_ t t t_ IG . r P T "- E PER huUFi. ALE INCLUDES P LEVE E UP \ AT .. 0.5 INCHES PER I' £, TO VI`'P a F ;! tE a, '.=REIN....:.. . :ic 1` !4 I ALL ' 'i<tEN MATCH 16. ALL STOR)+ AIN PIPES TO BE INSTALI PER MANUFACTURERS SPECIFICATION. PROPOSED I4B5t 8•03 i., ! CE Wea_ n0 BUSINESS D': rrn YOU DID= =?GROUND (OU DIG. TRUCTION :SULT OF THE 2 UNDER L NOT WASH THE r-r. .„ .' i - ,ix NG : ORTION OF THE ELEVATION OR n tam r l_ .IM TO WELL .,#.:: o a�.y ? _S OR EXCEEu AY FOR THE r :D TO BE .R 0 h. .1 Li 0 a. IX 14' v B t 4 111 ID z ,..)"/ WES/ T fl AVENUE.. S U I i I 200 8P0KAF - IASHINtiTON ; ` )204 P 509 458 68 F 8C1 3M IL :ARC TEE BI � 1A ARt =PE ITURE LAND SW frill [ ip Wt r ► p 54*, BEHALF t.. PRC ECT #:80! Pte!