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HomeMy WebLinkAboutLUA99-026- large format CHECKED: 1322.99 DED DATE COMP NO. ENGINEER: RTN-YD-C16F SYMBOL y) C16F CHECKED: PWT CURRENT REVISION 981212 DRAWN: SHEET JOB NO. i <3 2 3 . ya n ’ S en % BB DB = an 3 Z ae d S r= se Zé oH om e @) 5 - eS 2. g Ee 2 4 > 3 le o i ai o e “W e e ah s & of | ~ NT E SR B > z 3 § . Wi 26 SP a 9 ¢ & a\ x < a st i m l i n ; SE ” |e = Li | >< Zz &§ 2 = ig é AO ea m e s © fw Qo gs 3 WA x : cN w = |° 2 : 2a i : AN H f f° |2 & z= a a5 3 <| 2 °| _ sR al —_ z z Mi - & o § 5 E 6 $ a. | ? 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Ps Ba e at ae +- - - - - - ] _ ¥ i pp a Ra g a ea LO W 2 F | 7 or , Ke W4 10 , 8 a __ @d _ 4, = se es ed ee e — T7 7 7 7 R8 8 8 wi p oo yt ) Lo Ne oe 4 BI R O By fl e ot OO RE -_ sa s S 2 5 20 > - — S > ~~ ~ 2 —A wo | ZO FF =O 4 / | me er << oa MW ld NT 7 | f o N Ht i oe rn ae { ° \1 a. = : fy r) ! Ny gp .: a je s at i f e ” fr a Oe . | i ! > ah s | l eS ) a a == = HE Y IM J KS J La l a ) i — > T 2 ai d a Ce ee ae QJ en Me EE ll a | ! \a 0 => {= = sS i n e 4 y ! aN : J | 2 ae +4 Se ey ae a ,- _ _ _ _ #3 z e | V7 \Y e | a | -4 j — - — — He TS i | —— —@ | b4 NY S -— wi e : a wa -- - - - ns e "e C po m t t o — n - d r a en o 13.8KV A ¢ SCV 246 FLOODL: SCV f Aas ) 4 MATCHLINE FOR CONTINUATION SEE SHEET C15F WET | | | t c | i J No. 533 CB INV S INV W BOT 2 & t N ~A A P — Ps has {| PN] NK | Lt ~+4 t-- a KY oN L ) i MATCHLINE FOR CONTINUATION SEE SHEET C17F 8"C STS { SCV Ss N 5 m4 5 Conc 4 HH ( (2)W. VAULT ~~ 4 SI S (Q 1 4 ) d W N O .9 i en QY d 3d i d 43 d ,9 YU N YU N G fi ] Si S | 4”PVC ie ) : ee : — = 10 , 2 1 ; i. a MO NO ey ll a PS KO YN V E L O N G SN O W TL i (g e =n ! 0, 2 1 le ee pr i | pe Pe AD O = ll pr ] NJ La n e ae | | a /} ' 7 ow — : ee —_ - l l pt | —_ =- < —— ~ ] ea Ys ll pt ! | — pt O Wo y pt i | ‘e e te , si e Ho } p+ = ee Wo } yt 2| 8 ! | z is $9 1 5 . 1 8 | iu 7p ) 41 OF OT — 2a \ P Zc | 4 al sf , jl Ey | | | ! | | | | sae rN ATIC KC L N = | | | | ES NM NN a Do e ee ee a be ee {i t we 8 ne e Hf ) ko a © FI | a ee > ae x | > yc \ ] —| = a / y, | V8 el ra 7 | ie s | ee e Y oO 7 / f i a| Pe a 5 — | 3S ; ° 2 4 of S - 0 ro ) a oS of l SN u ® —- (2 9 an h 4 ma ) co l ee m [O r ea Se f a wn Zz wo Fs Fa l ! “s y ae N Si S << = . fr o : ak ~ S3 j e z Z 2 2 2 Za l e & 44 9 {| n | i Be OS H or C1 re ) NO ! —- s F T 9 OL I N E Z , , > __ | i| == > S sa i z s s e BR | ss 4 Zn e E Z z Z z Z eZ | | sp n = " = ee e Le ae qs _ == ' q Ss o e a e WV a= = I ~ mi e r e a f] — 94 — On s NT —= — | ra 8 Ss o l s a Z 2 = o 0 <= P © a= xf } | ly Al Ze j o e m —_ <x ] ! | ly , 4 ba l | - el i | ae me 3 } _ NI -— — = — -— =H aU RA N A 2 SN S \ | . z SY = oO o |N Q r \ 4 w/ t } 5 sa l s s s |& | Bl i p | ET N : _— ay ET T Sp WN ‘N | wa a e |! | -e ? Xo = xX / ‘ | a 7 : \ \! i Ln as . 9 /\ if ] oe \ $< . SI S 3 iL ) J \ Jw | a < _- : = a | Gy ) | aa d | | sh x * | ~w | ne ee oe 7. 1 | + $B l z oe a | | Le | DWG,NO. KEINIUN SM-99- 02 & Watermain Rehabilitation Phase 6B&7 SITE PLAN CIVIL MASIER CHECKED ENGINEER CHECKED APPROVED APPROVED DATE DEPT. THIS DESIGN AND/OR ACCEPTABILITY SPECIFICATION IS APPROVED APPROVED BY Q) SOEING : DATE APPROVED BY REVISION SYM DATE 12.31.97 2.2.98 12.15.98 1.19.99 APPROVED DAH DAH BY JGC DED GAK JGC REVISION UPDATED U/G UTILITY MAPPING — DHA, INC. UPDATED U/G UTILITY MAPPING — DHA, INC. 50% REVIEW SEPA PERMIT 1 2 DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 SYM 1 PIPE 0.0. = 13.5”, PIPE CENTER LINE EL =18.2’ ccs C WITH SOLID SLEEVE, REMOVE EXISTING CONNECT TO EXISTING DIP FIRE OUTSIDE OF DCVP COUPLING. INSTALL 12”x6” TAPPING SLEEVE AND VALVE. SOLID SLEEVE, REMOVE EXISTING COUPLING. EXISTING CONCRETE METER VAULT. RELIEF VALVE. arn VAULT. > INSTALL 4” PVC DRAIN PIPE FROM NEW VAULT TO o> CONNECT TO EXISTING VALVE AT TEE TO PRESSURE o> CONNECT TO EXISTING DIP FIRE AT LOOP TEE WITH > INSTALL 6” GATE VALVE WITH VALVE BOX CONSTRUCTION NOTES CS [7 INSTALL NEW 10” CL 52 DIP = [6> INSTALL NEW 6” CL 52 DIP GENERAL NOTES [2—> INSTALL 45° BEND [5>> INSTALL 6x6x6 TEE NING N ENT PLAN F RENTC Pp ac CHECKED: FEB 24 1999 RECEIVED DATE DEVELO 1a DED COMP NO. ENGINEER: RTN-YD-C17F SYMBOL 2 Ci/F CHECKED: 981212 PWT DRAWN: CURRENT REVISION SHEET JOB NO. DWG NO. Ye ) : Ye ) LL iS s+ Le — w | z ee =a 30 0 2 | Qa IF O < ~ (C 5 5 4 > a wR Aa : >] r* ro n ) =z SS a to aa a Nn 5 lu n Ld ra 5 = D = La a2 °| £4 Se ] oO a a| 2 B= tg — pe ac Lu > LJ aD 2° -e n co e | & n uJ — Pa l oz 2 Ne ~ =| 8 as ea e s © | ae : ci a . = oO } ee 2a < — m1 ff da e Oo oy oy * PO pe p e = Ts 3 < — —— N N ~ [2 > NEW 2” AND 3” PRV, SEE VAULT 21 (o > ) a =z > LJ Li d Y > a am to Qa = < N ™~ N . — O = t- 2) ~= < Li d CHANNEL DRAIN No. 565A TOP 25.95 INV N 25.65 INV S 23.39 TOP 24.42 BOT 20.20 Zb 0 LA S H S 35 S NO I L V A N I L N O O YO 4 - SN I T HO L V A c9 |! placement of Existing es ar oS Sf 0, 353 01-63" TOP 24.87 INV E 22.99 BOT |20.10 CB-| | N aved Parking + RA | | Oo i= } “« . % 2 | = § &§ -) p a ga | or Se i : an : OC : a 2 ¢ 3 < - & mi < . 2 co & 8 2 < @ 9 2 = 2 a ~ Oo PP g e GS Be s | m oO y a o a = | ; Ee 8 = 9 ~~ > aa n n — 2 e 2 pp oa = mf 5 S Oz 0 & eo 3 8 < < IZ o> mw Ow > 4 e EI B eg 88 sk i 28 5 MT N — i> em Pa z 1 i z 2 n le e Sp s g s g # 2 e 2 sg 3 43 2 So l a Oo g 2 5 wg wy Oo 4 ZX 3 < : 5 3 z SZ > < a A | hs po Bf + < fe a ) EK EG S 4 =) 63 2 5 8 2 2 8 83 £4 4 | 9H Oo fT £Y A» A SG 32 5 2 29 98 2 2 Oo 22 2 8 § <3 2 QA Q m5 3 8 5 & “2 BE S re ) © m= ] F A F& F BM & 4 o 4 = = & oO = | RR A | ] | 1 | ] | ] | AN Y NI A XN sy | | | | aN L\ SY A Y Y | | | | | | | | | | | hy HP SA a Y | ae d | | | | | | | | | KS MJ a a ae np g bo t et BE LP BA Lt t Ou , 8 1 | fo ) ae & 7S SS rs AL : oe r c d i a g ga a d e d i e be r Pf ; O | oO QO | eh co e lp n at e i t d e d e d i a tS Ee —_ ~ _ _ _ _ t l _ _ j | T 4 | a q | : a. ee —a o e Be e -~ —_ — w r ee —_ — — n w r ie ee —— _ ee e ee e 0 ee ee o | ve ) = S8 “| t Ft —— iP fo w Na | ) i | 7 Bo ee ee e | me a J Ss SS a Fs as pe s oe a EL ee -s a s — - - or e s sm e so m e : ep a m n ’ : mi n e s ca e —a ae CO {8 [. tL / : . SA l e S Z z e Z | ah | ~H e a — ee ee fo os __ _ _ _ @ _ _ _ _ sa e 8 2 8 st ! / / | oO | K | | ee I | ee ee s ba fa s : en So e ea ea s i a ot s ve Z. = NV S ae ye ee e ) | | ay W4 19 , 8 | | —A y e - - - - 0 =- - - - po o s e - Po q - b - - - - - =- - - - qh - - - = 0 == = =- - + | Q | - © D l | | > ee 4 L< ] > | Ss | : : + ee 2 Se eS Sa r a aI ! 2a gy 3 | a nT er , ee me e e : fh ee r ra n e me SR ee a 2 Be at h ee ee ee we es ee | OS . em m a ee od | ON | | a Ty sc s i me e e ie as t NS wi n e ! | | si aa | 5S . ~ 1 N Dy NV A SN G O G Ju l i Ml StS at 10°F MATCH LINE - FOR CONTINUATION SEE SHEET C16F YU N g MU N G SCV L SCV L INV E 21.58 INV W 21.38 TOP 25.13 BOT 20.2 TRAP | 8 TS Ca y oo t TO T PT T SO rm cr e mr ie cr cs ce te rr r : em s ee es ei es ee ms es es ee Se es es ee e t i e e e e t i e e e m e e t i i e n t i e e t ie i a oe K_! INVJE 24.0 BO| 25.7 | ee T Zs T l Fl e s o e st | | | a “S a n s ca r l ie ea e , Se e s qr Me l ee R o e ee ee Pr - | sS l e > S > S > S e e 5 | | 25 l e ZZ 2 Z 2 2 8 | [~ pt ri ks el e i aN at e s er ca r t s | | | | — -- - - - bo - - - - == = ee ae ee e on -- 4 = as i iy Ge ti e e a n ao = | | | | 65 = si e = a a ee ee ee dh oo p — T = | | | ! | Se e ee op ot e ee ea e ‘c e “T q | | = ~- ~ - — - - — - — +- - - - - ne a ne a es es ee == O- | | . ! = Re a ee | | Sh cc p u e e | A me e n a ee ee e er ee jp ee e ao e | JZ b 0 LA S H S 33 S NO I L V A N I L N O O 80 3 - SN I T HO L V W ——TANLING uN Sm-%9- OAL Watermain Rehabilitation Phase 6B&7 SITE PLAN CHECKED ENGINEER CHECKED APPROVED APPROVED DATE DEPT. THIS DESIGN AND/OR SPECIFICATION IS APPROVED ACCEPTABILITY APPROVED BY Q) BOEING : MATCH LINE - FOR CONTINUATION SEE SHEET C18F DATE APPROVED BY REVISION SYM DATE 12.31.97 12.15.98 1.22.99 APPROVED DAH BY JGC GAK DEM REVISION UPDATED U/G UTILITY MAPPING — DHA, INC. 50% REVIEW SEPA PERMIT DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 SYM 2 1 MATCH LINE - FOR CONTINUATION SEE SHEET C17D PR CONSTRUCTION NOTES: > TIE INTO EXISTING 12” D.I.P. FIRE MAIN TEE SOUTH RUN PER DETAIL DRAWING M503n \ BO INSTALL NEW 12” D.LP. FIRE MAIN \ Shin eal REMOVE AND DISPOSE OF EXISTING 8” FIRE | INV W 19-40 MAIN AND REPLACE WITH NEW 12” D.LP. \\ 2 SV83 \ BOT 19.10 FIRE MAIN 12x12x6 aie \ as No. 604 INSTALL FIRE MAIN TO CLEAR STEAM 53 CB-| : V 4—6? ce ee ae As— fy TRENCH BY 12 RIM 20.4 \ INV E 19.2 Us TOP 21.76 INV W 19.2 INV S 17.86 \ BOT 18.3 BOT ? No. 702 No. 702A \ CB-| CB- "07-63" 7 ri TB CHAN DRAIN "07-63" TOP 20.83 B oe es Oi eee FILLED W/WATER BOT 18.32 \ BOT 18.78 a 4B-13 2 oe TOP 20.84 ae S LUFT STA Y = \ INV NW. 19.42 a RIM 20.45 1 INV S 18.98 _ INV S 19.14 sid, 3 \\ | BOT 18.79 i z 2 ata te UL \ \ _ — ate cI eS a) /\ bY \ — 6"CW z \ \ \ \ \ 4"CW yar Cee arco La \| | \ sy = = \ \ wo gy "07-62" \ eae _ MH No. 700 is TOP 20.84 \ aan Que bh \- a ‘s B\ LO pay 5 waa ey BE aa BOT 18.86 \| \ \ - oa TOP 21.50 2. INV NNW 19.20 va \ ao “s / BOT 17.70 Ma \ TOTAL SQUARE FOOTAGE OF SITE - Approx. 5 acres 2 \ gy ~ iN > SQUARE FOOTAGE OF EACH BLDG. - N/A. cERIES 7 e a = - \3e ie PRO fi | / \ ~ sig Wes TOTAL SQUARE FOOTAGE OF ALL BLDGS. - N/A O METRO | ad x n“ N —P Le Ze | | No. 699 , a lide ee Se b Sich PERCENTAGE OF LOT COVERAGE - 0% = 7, OF —_— be MH_RO1-6 | | a IN | OI | V4 PV| oo}. = ss ip PARKING ANALYSIS - N/A O RIM 20.28 4 p \/ i” TOP 20.7 | | | | | a ~ HF FL 11.83 WMH P 2 ey ie Pion SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING - N/A NY : ad | | | | | x ~ ) ) je _> va | | | | | \ > a SQUARE FOOTAGE OF ALL OTHER LANDSCAPING - Restoration and/or Replacement of Existing ” | | | / y : uo Landscaping if any Lu F PS gs = + | £ oe — = a ae Io Lo | a a al \ PROPOSED AND ALLOWABLE BUILDING HEIGHT - Project is sub-terranium = Pa 2 res v alg Va uid 3 * BUILDING SETBACKS REQUIRED BY CODE - N/A ys <G Ww ® fe) Ww g oto Nx TOP 22.32 i io j— ~ . S INV E 16.37 ra PROPOSED BUILDING SETBACKS - N/A Ps TOM 20.6 i Lu me a5 INV W 17.04 F 5 INV 15.1 5 é ‘ 71 ' BOT 14.72 to _ > INV SN\14.9 7 / SY — oll ae 24 RC ey alk JX oN aS —h axe aa = = aN WL 198 1 oO | olsts o <a ae te a 7 O— SiS —o— va ” oe gS \ ‘ ~\ \ STS i ~ z a a ¥ a al \ i } im ~ Ss 5 te wr \ No EA P\}\]\ SS LA8 ee WA NY Ye \ | 8"C ‘ R N \ 7 OD ey B"C | VX \ > . * nS a ae as) Z SAN ——{ SAN oy om Zi pote ——. SAN \ NS Oo KEY PLAN = —/ / / IK | \ [ ra L 4 fs Xx \ AN \ TN | \ [ \ \ XN * e SCALE : NONE uu ra / N\ 4B-10 No. 650 y = fs |x SSMH-II ee ae a A B C DE F G H J K et 4 =. 4B-11 = O mee / / | Sets TOP 21.31 TOP 21.80 SSMH-I C5 CTO we wt Z ak / <i < / [. | INV E 15.10 Hered te Go RIM 22.30 fect | ey \ lA t [fAp = / — BOT 13.60 nd : hoe INV SE 20.15 = c12| YE aE \\\ AYN Ne / INV NE 17.05 FL 19.59 013 UV NKG LAAT T\ | / INV NW 17.10 \ é K | | | j BOT 15.70 cm UA ry po \ [t —_ c15 |\ke Sak \ | | ez : : —jh__} ot \i\ OH C16 j ) ral hn] MK SAAN ACHING Cc JE ce IL OM soe a 7 C19 ; pany r ( | C20 ae | ' . = TH O k_/ C21 Ar % ( a | a6 LOLA; 029 Wesda'\ il D>, | 023 i ( ; C24 bil / > 4 ph C25 < bd Lf C26 wf ie HPS 4 —_ 6 4 C27 | ib uw LJ = VACUUM / C28 z =) No. 647 BLOWER C29 re | CB-II-60 UNIT a e "07-30" _ Li - | T0P 20.20 | Sse > NERY rw 21.0 — WL 16.00 ) O- | BOT 13.40 // /) DEVELOPMENT py HE = | | | \ / / 20’ 10’ 20’ OF RENTBN \ a EB 24 19 (J = | \ tz Jf / //} SCALE IN FEET RECEIyeh, £3 = FI Th SEPA PERMIT ABAN Q_ a a | s\ \ 4 revsions ev Harris Group Inc. | ) + py age ls AREA ——— OF SUBSURFACE non APPROVED DATE PROJECT MATCH LINE - FOR CONTINUATION SEE SHEET C19D 1.19.99 98-1302 DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 a aa 7 eee ae a AWN BY ATE aaa SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REMISION BY APPROVED DATE ACCEPTABILITY WRF 2-23-96 W . “44 gs CURRENT REVISION atermain Rehabilitation Phase 6B&7 7.2.98 UPDATED U/G UTILITY MAPPING — DHA, INC. SDP DAH 11/12/97 BSE ta ooree aie aad : =< UPDATED U/G UTILITY MAPPING — DHA, INC. JGC DAH 12/31/97 Ve /1/ ANP APPROVED BY | DEPT. | DATE INJC 7.2.98 ~ Se) RS ee C1 8D CHECKED A [ISSUE FOR 30% REVIEW HCl NJC 7.2.98 SITE PLAN APPROVED . JOB NO. COMP NO. B {SEPA PERMIT GAK 1.19.99 | ee es OM -94 OAs cout RIN-YD—C18D ING MATCH LINE - FOR CONTINUATION SEE SHEET C17F GENERAL NOTES — =|! ne iia, Sage INSTALL NEW 6” CW IN EXISTING 10-71 UTILIDOR, SEE SECTION F gl | 5 | (BY vn METRO 26 aaer C18F | M518F-1x n MH R0O2-2 iP tw (7 z (NF 1/95) an = heed digess “Sas RIM_27.70 PRD Ps 2 a | ‘ = Be et oe i = Fi a CONSTRUCTION NOTES 2 No. 357 ) : - > XISTING 6” CW PIPING PARKING LOT 7 4 7 ‘ ia i cB a i REMOVE E => TOP 25.22 Qo . = z Hf p Lee ae [2> CAP & BLOCK 6” CW | bo to toro 4 ) diaries a [S> INSTALL 6” CL 52 DIP | z ata < ye ras 7 oP 10-80 [2>> INSTALL 45° BEND oF rose S | ie [5>> CONNECT TO EXISTING 6” CW LINE WITH SOLID & 4 Ea al SLEEVE | Fs OO | | { i ae 6>> INSTALL 10” CL 52 DIP | boro Np. $38 | | Pe ad! o> : | PS No. 541 : PT> CONNECT TO EXISTING 10” FIRE WITH ROMAC 501 INV = ae aie as . 2 [si KI; INV N 24.4 te yen b ; No, 358 TRANSITION COUPLING. 7 2 gli { {| SY sor 2230) ) os eee es PS> ABANDON EXISTING PIPE AFTER INSTALLATION SS Se ” = | ti rs EE og i —|K — 1 h Bim 2605 No, 359 No. 360 OF NEW PIPE DRAIN AND PLUG ENDS. 13. — —t J 13.8KV ‘O om ay i ~~ "01-69" "01-70" 9 REMOVE EXISTING 6” CW PIPE IN TUNNEL, SEE = Fi Zt a AZ | UVa ws Wake a a LE? fae ant DETAIL —----- nn NAN SN UtM oe BOT 24.2 BOT 24.10 ae 2 4 Tt AANA RIM a CLOGGED C18F | M518F—1x AL RIM 243 - S. z = 5 A | . = | 106-04 ['O>> CONNECT CL 54 DIP GROOVED PIPE TO EXISTING i C848 | ssw COLD WATER PIPING IN 10-71 BUILDING VALVE —_ = IKy RIM 26.00 sl 5) A oso e*VC(R) MAINTENANCE ROOM ON FIRST FLOOR AT END ae INV ae t y zit} INV W 20.3 SAN OF UTILIDOR. INV S 20. i | 3 SE SZ Sé yz she 6’VC IWFM ~—™ ” “ das ia ms INV N 20.90 oe (0 => INSTALL 4 CL 54 GROOVED PIPING ON EXISTING oO J RA a ‘ ah . See a. & PIPE SUPPORT IN UTILIDOR. co PMH x \ NYA ALA NYI 4 & WA se O ol oan = —- PINEECUIAD AEE: ERG] UnIUDoR ( { T INSTALL 6x3 TAPPING SADDLE, CORPORATION Lu => 4 => O = COA~ 6’C he By, STOP, AND DIELECTRICAL UNION. UH [13.840 3 iz >: ‘ee | ec ee hs , ewe OD us g | e 3” TYPE "K” COPPER PIPE aT ) z Pd | | | es] PKoe y : uu ate. | na © ~ 7 4 ma 5a Je | | | | S INV W249 Z [i4> INSTALL NEW FIRE HYDRANT. e) if A 3 co| 6” BOT 24.9 a TOP 26.3 | 5s aim e s Sik BOT |25.2 6 Zz = PMH 3 = i | \ 3 of “All S 8 | ne 2 i q 5 6” O pa ify ' | | | | oO | —— | x KEY PLAN oc © é O \ 3 WW = | an No. 298 Le SCALE : NONE 4 ws [rad DI 7 ' Z | wk oe q | S Po. cee teas z A B C D E—E F GH J K Lt N . —- ad a a ul pe, cp INV W 25.40 = C10 a mee J N Low weal y LO = Ty 5 = SUBSTATION #2 = \ | | = oo2| hee AM Ne) = tg Po = YE ors | IOAN Te T\ TOP 23.1 it [ O | Poybcb tel z cB AA eh kf | A Let for \ INV E 21.8 INV SW 23.2 ‘ . c15 |\ka Lf] ack AY \\\ Eh = mae ‘ah SLA\ Ace wee CER Eat ) : as | ' \ 4 Paved Parking [ 6" hg ; AVG ‘ = | | c17 | 4 LN, sg “ ne Fs C18 BET — micas ” a re 4 mo > fl} | of [Fb ; C19 oe | = | | | 6"} C20 rr | Itpts <cmemet—_tiinhagnmsle _{ 6" a C21 \ eat baa } | i | Q if | C22 a Y 1] ° — i C23 veut VL | No Paved Parking f ( | | a C24 \ \ La i a ! co ian C25 Pip ee y 6” pomatecss 4 o> q ! be dl ot ot | e ajr_f 5 C26 il ite — yf Fs 10E-03 ea 1.1 hoo c27 5 SSMH-| On If LEGEND: C28 D S FL 18.89 co | , c2g SVELOP Mey — Seu ae ) h 6” TOTAL SQUARE FOOTAGE OF SITE - Appro:_5 acres -_ CITY oF REN TONN NG Y | oo — ! k oar | 6” SQUARE FOOTAGE OF EACH BLDG. - N/A. F ER 24 1999 a) IF —B la TOTAL SQUARE FOOTAGE OF ALL BLDGS. - N/A j Y) 4 CBP —_—- —_- —f4 f Z &) © = =]. PERCENTAGE OF LOT COVERAGE - CEIVED Fs | TOP 266. ) | | J oF Zlio 0% INV S 24.4 — hy | é ie y 7 PARKING ANALYSIS - N/A 20°. 1: 0 0 40’ INV NE 24.2 a, # Ey SQUARE FOOTAGE OF - BOT 23.4 Y Z ‘fe 7, vi INTERIOR PARKING LOT LANDSCAPING - N/A | >< sad a ERE / y L SQUARE FOOTAGE OF ALL OTHER LANDSC;/ ; Spee NNER! GU ARD | y, 2 aT : - Landscaping if any DSCAPING - Restoration and/or Replacement of Existing | SHELTER Nu K 3 5 ” - * “i te +1 PROPOSED AND ALLOWABLE BUILDING HEIGHT - Project is sub-terranium SEP A PERMIT fF Oe . SAN | : t eae, oe | [> 6 BUILDING SETBACKS REQUIRED BY CODE - N/A “ S ~ * | CLEANOUT , PROPOSED BUILDING SETBACKS - N/A HY , | = | | ry ) : | LS : | [ | revsions ey Harris Group Inc. . ~ Ox , ev | Gg & 1Q-3/ I ee se I] nan ae: ohh < y | 1} m REVISION "1” ONLY | \ A , " 6 APPROVED DATE PROJECT MATCH LINE - FOR CONTINUATION SEE SHEET C19F / csarpoe DRAWN: CHECKED: ENGINEER: CHECKED: ASE BY DHA DEC. 1994; RESCALED FEB. 1996 PWT DED DATAB. —— = om ae ree DRAWN ONE m | ~| CURRENT REVISION [SYMBOL y) DATE APPROVED DATE SYM 93. ‘ Ta SYM een wal THIS DESIGN AND/OR CHECKED i" Watermain Rehabilitation Phase 6B &7 981212 1.22.99 REVISED SANITARY SEWER EAST FROM BLDG 10-37 WRF DTH 8.15.96 SPECIFICATION IS APPROVED a Se ati et acres ema — | SHEET UPDATED U/G UTILITY MAPPING — DHA, INC. JGC DAH | 12.31.97 BO FAM Lo ° ee | C1 OF 1 | 50% REVIEW DED 12.15.98 —— | SITE PLAN Sm- ai a ~O2 ly JOB NO. COMP NO. 2 | SEPA PERMIT GAK 1.19.99 : idhataae UIVIL MASTER crN kt RIN-YD-C18F CONSTRUCTION NOTES sa MATCH LINE - FOR CONTINUATION SEE SHEET C18D REMOVE AND DISPOSE OF EXISTING 8” FIRE MAIN AND REPLACE W/NEW 12” D.I.P. FIRE MAIN SA N — PLUG AND ABANDON EXISTING 8” FIRE MAIN REMOVE EXISTING FIRE SYSTEM ABOVE GROUND be [> 3 Bul 3 4 — i 6 °b = PHYSICAL FEATURES Bi | [aes le ef a / eae ! FL 8.24 oe w Gi , SUBSURFA Kun 7 WS, 15.8 \ S | S x ) poo | ~ C19D/M519F-1A saiea OL pon n [> INSTALL NEW 12” D.LP. FIRE MAIN : Qa ‘a 5 : | : i a eer ee aoe Y) Spi 48 PS INSTALL 12”x12"x8” (MJxMJxFL) D.LP. TEE t O } bd | | FL 17.41 FL 13.6 6” woken NS if mM “a Fe a8 4 39° FA Mela A [6> INSTALL 8” POST INDICATOR VALVE (FLxMJ) \ NV 7.0 PRO q 7 PF, Y, Z, Fa Ny , Vata bt tas. ‘ae, a oe ne VLLLL Lob WY > ees an sae \ — Sts , S —O S va Z sts GS ce: Yh This Ly V4, oe GH) [3> INSTALL VALVE AND CONNECTION TO EXISTING 8” > ; H—__ SDMH-Il id 2 | i TOP 20.4 L__ ot 6. UNDERDRAN # FIRE MAIN PER DETAIL C19D|M519D-la INSTALL SOLID SLEEVE TO CONNECT TO THE EXISTING 8” CAST IRON MAIN ST S V \ "| WATER(ABAN) =, 3 e 2 7 ST S ——) — Weg et INVN 14.6 ad STS INV NE 17.7 io fe INV E 12.4 to INV SE 17.6 INVS 12.5 VW 12.1 = J a) OT 12.1 a io B om ¥4 A CISRLMS19F—1A 4 ST S r | C0 p B > { q METRO » L— MH RO1—61" Pit RIM 21.03 FL 11.55 DI T C H LEGEND: TOTAL SQUARE FOOTAGE OF SITE - Approx. 5 acres val | vp) 4B-—07 SQUARE FOOTAGE OF EACH BLDG. - N/A. 4’"C| 6"C SSMH-II | RIM 20.66 TOTAL SQUARE FOOTAGE OF ALL BLDGS. - N/A INV W 17.45 UNKNOWN zi FL 17.05 PERCENTAGE OF LOT COVERAGE - 0% \ | Pp | — PARKING ANALYSIS - N/A O 46 PRD SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING - N/A | Se SQUARE FOOTAGE OF ALL OTHER LANDSCAPING - Restoration and/or Replacement of Existing Landscaping if any PP P PROPOSED AND ALLOWABLE BUILDING HEIGHT - Project is sub-terranium a ke BUILDING SETBACKS REQUIRED BY CODE - N/A PROPOSED BUILDING SETBACKS - N/A No. 638 MA T C H LI N E - FO R CO N T I N U A T I O N SE E SH E E T C1 9 C | CB-l-4X4 LL TOP 20.3 ay o | | mf 4—64 A - BOT 13.1 KEY PLAN \ » SCALE : NONE A Wee - = A B C 0 E— F GH J K UL Oz nt =o > C10 as AZO vA i" 9 aS = cit eS \ YA o 2 ee Ze = c4 pi |} me \\ cis lp tla NAN \ \ C16 A ae a MAY on my } Zz \ \ eo MITTS TT Zz \ | C18 = on ga Zz \ \ \ No. 641 c19 + pay F iy) \ \ OP The C20 i No. 639 w 3 w A \ \ SOMH— 3x3 INV N 20.5 No.642 C21 , LIL <v 4 \ \ TOP 21.4 INV W 14.6 a os Welil'\ ] > x D INV NE 20.0 No. 640 INV E 14.6 t . TOP 21.9 | L | LY a = FL 14.4 WL 16.2 SDMH METRO 4B-05 INV E 145 023 7 | 7 v= (L \ ue an Oe BOT 14.5 RIM 22.15 MH RO1-59 SSMH=I Fed ts ‘i Tees \, eat aaa C19D|M519D-Ia INV E 17.89 RIM 22.47 RIM 27.92 / wet6o. C24 LN j = ; = Ne 7 INV W 17,95 FL 11.37 FL 16.67 / ma ia a : Ns eae LPN Z ONO 77h sie ru ' - fit — = <i 2. a ae ee ee _ / 27 “a \ 45° BEN *ONO rs al < ui “i o L — <x ap EVELOPMENT PLANNING a \ - e 4] 4 oy funkndant 18°RC . & 88a 1B’RC SEe are Lt os ~~ sali \ 2 BS ae CITY OF RENTON “Ue Z NI \ ~\ STS 1} STS STS STS 4 1998 ( - BEND hN 8"C , cE u MEDIUM / O? \ TOP 20.96 _A es T% SAN SAN —+— SAN —me SAN a =i 5 , RECEIVED WWATER \ Ni tes HF ey me (OH || NER: RAS 6 BE setae Sets | owe [O22 a | ‘ Yeas) HG ‘ La WE We os eget lg ely | tee 0 | TT Lome | rot [owe a - Bae Px BAIA <q 12RC a! : a\ 34" on —F ole in P| | _ bd le te | poy pe = F ee 20’ 10’ 0 20 40 —S U — — <a = <> pr PSE <— ~~ = PP EROPOIOO Oey - gm m2 PS arbi OE ee SAO, j " ree SOLE FEE \ [ ST. : 5 —<— sis = asa ue 1 , OUIFALL No. 23 ~~ x ~ \ = = 12°80 a z 12°50 Zo! Bon a . Sag = SO ® meTRO PRD SAN + — - ay —— © Pe gy ee ~ Eee oF Rep H revisions ev Harris Group Inc. MH RO1—60 © UNKNOWN 8 a ae 22.2 q " RM 22.22 ee wy 15 oe <a cal is Ne 67H ote ° REVISION "B” ONLY sour _/ MATCH LINE - FOR CONTINUATION SEE SHEET C20D a ae AS a a a, “T1999 _| ‘98-1. < = 1.19. 98-1302 DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 ica hic ; HEWN NIC ER DRAWN BY DATE. ain ee " — — = SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION | BY APPROVED DATE ACCEPTABILITY WRE 2-23-96 . Ty gs dL. CURRENT REVISION B CHECKED Watermain Rehabilitation Phase 6B& 8.6.98 UPDATED U/G UTILITY MAPPING — DHA, INC. SDP DAH 11/12/97 epee i es iki ac as ma 7 _ lem ENGR. — UPDATED U/G UTILITY MAPPING — DHA, INC. JGC {HAJ 12/31/97 BOEINWL approved BY | bePT. | ATE |DED 7.2.98 | | C1 OD CHECKED A ISSUE FOR 30% REVIEW HG NuC 7.2.98 NJC 7.6.98 SITE PLAN B {SEPA PERMIT GAK 1.19.99 APPROVED S M-44 a 0 at JOB NO. COMP NO. APPROVED ~ | OWG NO. N RTN-YD-C19D 7? =D aa == aa =a a 10-58 | | 10-56 | 10-57 ; 10-55 it p~ — f o H — — - — - 10-54 10-51 10-132 \ = | \ \ PARKING e \ S . w Oo) g b4 z 10-65 Lom, 10-60 HL U O N 3N N G A Y N3 G U V D NORTH 8TH STREET fo fo e = ma s t e r — s / m a p s / 5 7 6 s d 2/ 7 / 9 6 jl a \4 oo ne ({ “> =| oo 1 i | 2 ey 1° al 2 0 ‘et PARKING — de Calle | SCALE IN FEET one “ay Pa wales LoT 7 . Lor ime PRO = a 4-4 \ 4-2 \ 4-78 E | ) \ \ 2 _G CA, IOKWIS \ glee g . , 08 _ | i JS MULTI-LEVEL g | | 3 =e PARKING GARAGE LES -E KID , ifs | 21> FUBLIC ZOKE a oe KENNYS . : peDUtD | | ATO HEAVY DUDUSTRIAT = 4 TA. , | 90° \ \- NORTH 6TH NGIREET ho | K-/ OD ARES [DEX | | [3-27 ] NORTH 6TH _ STREET | \ ( . / / | \ a) O du /&AC \ —y- 5 \ \ eB ; ' \ (io PARKIG ime 7 is Lot fe — E MULTI-LEVEL é APRON "et — | \ z 22 PARKING GARAGE | rp \ z \ AUTO WOR a \ vm rt | ! \ = a NORTH STH _ STREET | \ bi : | LOCATTOAS | } i \ 4 | oe \ ! ee So es 3 Ra we 4 Me Oe : | & en a ein ae _. 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Pe 79 aa ik i ee e : Ap a pe Sr og y — Se O O n U A N - — — ee SN A GF AL L S LS SH E PS E " Se Sa i s = OO Se Ne ea pa x= - —\ = Z oz O¢ i pe St LN _\ 20 s 7 - t Pi 2 (X ) as x S€ On Y- T A f _ es ae i= i ) TY SW I an ee So n Se e {p - - - y - - 1 dE | Po d e II ‘x a “7 \ ) 8 2 Sl e l e l e m r ! a ae Le SE T = el sl S l e l e | 28 5 ° ° LJ z z Si a j a ] a | s oW S s 8 Z & _ |@ a 4 3 i, \ Si l a ve s a h o [o a k = ~ oO \ f el i t e a ° Ok e = FW sl s — si s ~ | ~] Sl x } / = x Sa S z 2 2 8 sa f S 8 : Ke r | 23 / 2 = N a i Fo in t s O) | Y \ — * Po u yo r e | \ AB C | ST 9 OL I N E Z = __ _ | > }/ e / o / a l x “\ s8 B 2 2 2 6 | | B/ S / S / B l s (T p ) = = , N Sa l e Z z Z z Z z i” <e l | | al ao y= | gr o t i = =~ ~ he BO B Lo s | a - W2 = aa a a S oe x Bl S2 a E R | ai s = oe —— < — wo N ) -- s | S8 0 2 2 2 8 $8 5 2 3 Fy y \ ‘ ‘| St ll e | aa By ) , Xp : | * or as . 9 | |i ; 2 / \ \ lL 6/ 8 Cc ) \ | SL S i J \r a t l \ we “ \ S/ I z e i e i s < _- — -H — nv s —t = 1 1 0 / \/ / \ \| Oy e r s e l e op ak e - -- |; | 8 - oa ‘S a yo o ] (3 [ 2 ol } _ -’ ” | n / /\ in \y ‘ \ \ i | al ee DB | te ] o 8 NL \ ‘i a AL | 5 Bi z A a 5 ~S =} [5 | 5 a \_ at ie at i , ~. - § _ - 4 _ _ \ ee . | 8] fe l e l |. he - = B > Pa y % oT @= | Ya \ \ z ) > S| 3 | 8 | 2 \ ~t — si s oS % ee e I ~ = B/ 8 / a ) 2 i N ee a | ~ pe br |i |= i NV S 6 id s Nd a7 Aa r e . =e Ue 7 - a S S - <x re d e N Se r e n : m_ N , P\ \ \ = 5( / 5 / 5 | 5 | ee e ee = -~ - Uo 2. | —_ — —— S gc ro \ NL = \ —\ CC LL L a Ee = 49 L 0 LA S H S SS S NO I L V A N I L N O D YO S SN I T H O L V W Go |® ye MATCH LINE - FOR CONTINUATION SEE SHEET C17D a FRE 12x12x6 \ \ \ CONSTRUCTION NOTES: 3 \ DS TIE INTO EXISTING 12” D.I.P. FIRE MAIN TEE 8 PO SOUTH RUN PER DETAIL DRAWING M503n \ RY \ __ \ 4 \ 4 og INSTALL NEW 12” D.I.P. FIRE MAIN No. 602 REMOVE AND DISPOSE OF EXISTING 8” FIRE 8°CHAN DRAIN P \ TOP 20.60 MAIN AND REPLACE WITH NEW 12° DLP. \ 5 subs \ BOT 1940". FIRE MAIN 12x12x6 ) ge \ — No. 604 INSTALL FIRE MAIN TO CLEAR STEAM — 4 cB-| TRENCH BY 12” \ 4 6 2 xe nF 06-24” 4 —_ 7 5 A \ INV E 19.2 TOP 21.76 \) \ INV W 19.2 INV S 17.86 \ BOT 18.3 BOT ? \) \ No. 702 No. 702A CB-| SS = XI No. 703A CB-| \ "07-63 18”CHAN DRAIN "07-63" TOP 20.83 & x 4 ~ 5 6 TOP 20.70 TOP 20.67 INV W 19.9 BOT 19.60 INVS 19.92 INV E 19.88 FILLED W/WATER BOT 18.32 \ BOT 18.78 = #4 48-13 Co) TOP 20.84 SS _LIFT STA \ INV NW 19.42 RIM 20.45 1 a INV S 18.98 INV S 19.14 31d 3 \\ | BOT 18.79 D en 2 Sp STS \ | -_— SIS \ \ \ \ = ~ W's es — Cal \ on i «ow \ \ v CW \ 07-62" wer yen MH No. 700 = TOP 20.84 \ \ Tb, ‘= \— \— a z 2 \ O Mee 5 | MS 23. me can aa: \ | BOT 18.86 \ key \ \ & / \ 21.5 \ INV KNii 19.20 TOTAL SQUARE FOOTAGE OF SITE - Approx. 5 acres \ 1O =“ BOT 17.70 33 8 SERIES s x SQUARE FOOTAGE OF EACH BLDG. - N/A. a ie PRD / | i, TOTAL SQUARE FOOTAGE OF ALL BLDGS. - N/A © METRO e= a L/ | ho 699 PERCENTAGE OF LOT COVERAGE - 0% Oo a ae + | rae 0 | = PARKING ANALYSIS - N/A i FL 11.83 ; & - INV NW 18. — iN SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING - N/A 5 | gn a } ) INV NE. a \ _— | | | | | y | | | | | \ > Q SQUARE FOOTAGE OF ALL OTHER LANDSCAPING - Restoration and/or Replacement of Existing / BOT 17.9 \, \ — le Lo Landscaping if any o DS erent F L =—— = . = | A af a | a |_o Lo Lo to 2 \ \ PROPOSED AND ALLOWABLE BUILDING HEIGHT - Project is sub-terranium w No. 651 NV = = t No. 648 \e sd FRE CB=lI48 Ww wy os BUILDING SETBACKS REQUIRED BY CODE - N/A © PRO —lI-60 a * NLS INV £48537 ee ay ~ PROPOSED BUILDING SETBACKS - N/A x a P| Oo TON 20.6 7 INV W 17.04 = S . INV » BOT 14.72 = 30"C Zz | INV 30°C i i z = OP \ bor 8 eS SS 77,8 a = S WW ~ 6 Xe \ [ \ Ss) = wel | RS LNA | S Zoe QO SAN 1 7 . = 5 a Z | = Oo KEY PLAN 3 , aa ME SE Lite XX VI OR NSB acai = CB CB-II-48 = "07-27" "07—2R” = 07-28 43-11 x a sal / / | aM 2ee TOP 21.31 TOP 21.80 SSMH-I P a Ee / INV W 15.10 INV. N 17.05 RIM 2230 = C11 = / _ INV E 15.10 INV W 17.00 = cp / BOT 13.60 INV E. 16.77 INV SE 20.15 i INV NE 17.05 FL 19.59 C13 INV NW 17.10 | / / BOT 15.70 C14 | C15 Sz C16 KOA)ECT— : C18 | C19 9 C20 etl TIOK/) ‘ | Sh LOCA: C22 | C23 C24 \\ C25 | mh = w | | HPS 4—63 C27 85 = VACUUM / cas 4 & No. 647 BLOWER Ra i CB-II-60 UNIT 629 2 "07-30" 46-09 C30 Lu | i oe | SSMH=I => INV S 15.0 y RIM 21.01 a WL 16.00 a O- BOT 13.40 //A17) aa | |‘ f // = . \ z eceatie 28 sd wees wisasceia a By gp a Y) 7 | | SCALE IN FEET cue ar \ LI L/ ch DEVELOPMENT AN 3 aa | SEPAPERMIT aS O ‘= To EER 24 1988 s\\ fou C3 H REVISIONS BY Heras (hi up Inc. | Y \ + APPROXIMATE. AREA — OF SUBSURFACE nee Y ito | CONTAMINATION " REVISION "B” ONLY APPROVED DATE PROJECT MATCH LINE - FOR CONTINUATION SEE SHEET C19D /_/ 1.19.99 98-1302 DRAWN: CHECKED: ENGINEER: CHECKED: DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 CML NUC NJC DED SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY ee VBE 3 396 xv j ———— oe I i DATE 7.2.98 UPDATED U/G UTILITY MAPPING — DHA, INC. SDP [DAH 11/12/97 THIS DESIGN AND/OR _—_| CHECKED __ Watermain Rehabilitation Phase 6B&7 SPECIFICATION IS APPROVED SHEET UPDATED U/G UTILITY MAPPING - DHA, INC. |JcC_ [DAH | 12/31/47 BOEING. SOROS aS Tome NE el SS SSSA = C18D A |ISSUE FOR 30% REVIEW HG NJC 7.2.98 oe SITE PLAN [DWG NO. = coe wil RTN-YD—C18D B |SEPA PERMIT GAK 1.19.99 APPROVED JOB NO. COMP NO. SM~99-0AG - APPROVED ( i A 12” <a. C WITH SOLID SLEEVE, REMOVE EXISTING PIPE 0.D. = 13.5”, PIPE CENTER LINE EL =18.2’ COUPLING. ABANDON EXISTING PIPE AFTER INSTALLATION OF SOLID SLEEVE, REMOVE EXISTING COUPLING. NEW PIPING DRAIN AND PLUG ENDS. EXISTING CONCRETE METER VAULT. RELIEF VALVE. VAULT. x | Li i wo = Lo ~ O > CONNECT TO EXISTING VALVE AT TEE TO PRESSURE io CONNECT TO EXISTING DIP FIRE AT LOOP TEE WITH > INSTALL 4” PVC DRAIN PIPE FROM NEW VAULT TO a CONNECT TO EXISTING DIP FIRE OUTSIDE OF DCVP [T> INSTALL 12”x6” TAPPING SLEEVE AND VALVE. [4> INSTALL 6” GATE VALVE WITH VALVE BOX CONSTRUCTION NOTES /7> INSTALL NEW 10” CL 52 DIP [2 > NEW 2” AND 3” PRV, SEE VAULT 21 [6>> INSTALL NEW 6” CL 52 DIP (o > ) c o m e d — z > Li Li d WY > oO QO . to (a m = << N ™N (a > ) = ke WY ~< ui d [5> INSTALL 6x6x6 TEE GENERAL NOTES [2>> INSTALL 45° BEND 0 IU 10-80 INV N 25.65 No. 363A CHANNEL DRAIN TOP 25.95 SDMH-G-5X5" RIM 26.09 INV S 23.39 FL 21.69 No. 354 TOP 24.42 BOT 20.20 No. 354A CB-| "01-64" beer SCALE : NONE KEY PLAN ZL LA S H S 33 S NO I L V A N I L N O O D OS - SN I T HO L V W —_ —_ — — — |S ee ee e ee e ee e | ce e | ce 0m m | |e ee —— _ ee e NAY Q LA \e LGA | IInp-ts 10-80 EET city OF RENTON g=ye SCALE. IN ——T \ Cavan SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING - N/A TOTAL SQUARE FOOTAGE OF SITE - Approx. 5 acres TOTAL SQUARE FOOTAGE OF ALL BLDGS. - N/A SQUARE FOOTAGE OF EACH BLDG. - N/A. PERCENTAGE OF LOT COVERAGE - 0% PARKING ANALYSIS - N/A LEGEND: ee e e e e e e e ti l e a FEB 24 WY RECEIVED SEPA PERMIT _— _ - _ — _ —— — eo 3 ee 0 | d/or Replacement of Existing SQUARE FOOTAGE OF ALL OTHER LANDSCAPING - Restoration an Landscaping if any ~ TTT | 7 TOP 25.36 INV E 23.37 <= No. 353 cB-| PSN AF 01-63" TOP 24.87 INV E 22.99 BOT )20.10 = — Parking |. tt a | av + NN = ad L = TT T T TT Be ee me ot oT QS SS e S rs as | £ TT T [7 Sp m ep e e TT T | E a pf } pe . ee ee | an c e s am e == _— _ — o_ o — —- — oo | —~ — ~ - 1 - - - _ So y RU MO L - K - - - - - ~~ | —J J | Z ato ent Conc PROJECT 98-1455 CHECKED: 1.22.99 DED DATE COMP NO. DATE 1.19.99 ENGINEER: REVISION °2” ONLY SYMBOL y) Ci/F RTN—YD—C17F CHECKED: ® 981212 H revisions ay Harris Group Inc. APPROVED DRAWN: SHEET JOB NO. _,, DWG NO. ~~ | CURRENT REVISION es. i 1 uN SM-AY- O26 SITE PLAN | Watermain Rehabilitation Phase 6B&7 PROPOSED AND ALLOWABLE BUILDING HEIGHT - Project is sub-terranium BUILDING SETBACKS REQUIRED BY CODE - N/A PROPOSED BUILDING SETBACKS - N/A CHECKED ENGINEER CHECKED APPROVED APPROVED DATE DEPT. THIS DESIGN AND/OR ACCEPTABILITY SPECIFICATION IS APPROVED APPROVED BY Q) SOEING® MATCH LINE - FOR CONTINUATION SEE SHEET C16F YU N G YY N d BOX WwW " NI V N SN I O 8 Su u MC h SCV INV E 21.58 INV W 21.38 BOT 20.2 TOP 25.13 TRAP r | — | | | | cw | | | | | | | | | | | | | | | | | | | | | | | | RE BOEING MAIN 12°W FIRE BOEING MAIN ir a = oy N AA V NY 9 0 7 (S N O I d W Y H O 40 an g ) AZ O LA S H S 33 S NO I L V A N I L N O O YO - SN I T HO L V N -48 IM 25.24 No. 536 SDMH R MATCH LINE - FOR CONTINUATION SEE SHEET C18F DATE APPROVED BY REVISION SYM DATE 12.51.97 12.15.98 1.22.99 APPROVED DAH BY JGC DEM CAK REVISION UPDATED U/G UTILITY MAPPING — DHA, INC. 50% REVIEW SEPA PERMIT SYM 1 Ka DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 MATCH LINE - FOR CONTINUATION SEE SHEET C17F GENERAL NOTES | Z|! | | | - EF sts [1 > INSTALL NEW 6” CW IN EXISTING 10-71 UTILIDOR, | | | | | | 3 | | LE 8 SEE SECTION 1-44 aI : | - Gi aes | | o| 2 NP | . METRO 25 C18F|M518F—1x . MH RO2-2 | | ae z (NF 1/95) 4 i an RIM 27.70 PRD | IP IEE | > : ASH bo é 58 CONSTRUCTION NOTES Fa er PARKING LOT 7 ; 5 : (5 ci a p> REMOVE EXISTING 6” CW PIPING 5 os E 3 | | "01-67" : dul % © TOP 25.22 CAP & BLOCK 6” CW bof || roto ot ft | lp * ‘ ' re Meee 7 p= | | \ rey |Z mee i PS} INSTALL 6” CL 52 DIP >} jo sil | | : < Yo : 10-80 PE> INSTALL 45° BEND | —— m | © | ’ me — ” xf | seal | | a -— [5> CONNECT TO EXISTING 6” CW LINE WITH SOLID oc | | é Q — FOl- TMH SLEEVE > » RIM 26.3 | | | | an No. se | | en r [6> INSTALL 10” CL 52 DIP DI ( bet a > TOP 25.5 No. 541 S18 hp T> CONNECT TO EXISTING 10” FIRE WITH ROMAC 501 5. 2 ine A NV N 24d TOF 2580 » | oS i TRANSITION COUPLING. in hs Gene BOT 24.4 TRAP 5 24.60 : Sra exe _ NY MH —— ff LY 0t 2.60 ~~ —— 91-30" [S> ABANDON EXISTING PIPE AFTER INSTALLATION \_\_ SN SN SN ASSN _ | a +S & |p | RW 36.085 OF NEW PIPE DRAIN AND PLUG ENDS. f, | 43.8KV nelle: a _| _ —|]—A — 1 _I p H a. 359 re 360 - 13.8KV _ = —zglV_ | | a5 OO "01-69" "01-70" 7 ees arg Zw Z | — __PwA PV 2 . — ak ai : al 5 _ {| wy oe TOP 2,20, I PGE EXISTING 6” CW PIPE IN TUNNEL, SEE ee, ee ~ —— pate INV N 24.2 : — ; a : , in MVNA AV YS A a UiMH | fi::) RIM 27.1 “Th a + | | BOT 24.2 BOT 24.10 yo has u S, Pa 2h eis ™ fH CLOGGED C18F|M518F—1x ree seen JI A _ a | a oflal a Ta at ~ = \ | > | 10E-04 ~z_ if CONNECT CL 54 DIP GROOVED PIPE TO EXISTING __ ~ CB i483 = ee) Sout a \ COLD WATER PIPING IN 10-71 BUILDING VALVE RIM” 26.00 bY 5] FL 19.30 6"VC(R) — = aX MAINTENANCE ROOM ON FIRST FLOOR AT END —_ INV 6"S 22.55 sir] INV W 20.3 SAN —= ~~ — OF UTILIDOR. INV S 20.90 t \— | = ——— — Wi — INV N 20.90 = et ” iH —- — 1 INSTALL 4” CL 54 GROOVED PIPING ON EXISTING <0 =, Sea | tA in |. {+ \ SSS sa\\ SSN \\ p= PIPE SUPPORT IN UTILIDOR. Ol tx _ = N \ Se NNN KA KN, \ - \N | PINAY CD PA NOSES: NASER] uniupor ( ( 2>> INSTALL 6x3 TAPPING SADDLE, CORPORATION LL | 13.8KV Sate $ => | TW 0 6°C \ y STOP, AND DIELECTRICAL UNION. a ‘9, — — tsi E E NC —_ if —F> aw =f | ug ry od 2 No, 297 T3>> 3” TYPE "K” COPPER PIPE. al / qr fz Z - v im Y . g oy | ft TOP 265 = z es Ak o . | | | | : INV W 24.9 INSTALL NEW FIRE HYDRANT. S / me I | g co arb BOT 24.9 <x TOP 26.3 a i =) a =) Zz PMH BOT [262 us | 6 Zz 5 ‘ RIM 26. z cf ra weal] | E oO ; = a oO O \ I 2 im = yn | 6" © QO © 2 © z Ligh of td it = ne KEY PLAN LL \ 7 wy a No. 298 LL SCALE : NONE ' “—— ra DI : uy \K Ca) = | "CR-05 Y —E F G 4H J K tL 5 | = ny S. TOP 26.70 = a O =) Ht INV W 25.40 = (610 BZN | a of) LSTME ae i BOT 25.40 O ci ee S\ KA VA \ > SUBSTATION #2 Y 6 ie jan 7a te = <= c \Lr LG NEN = No. 663 < | ee TL = a Nien ae = Yor TOF 251 F5 | | | |ol | a a Z- EAL IVE 218 || 1 O % c14 \a eee NS \\ INV W 21.6 Le 6 C15 _ obeth eS i YAN 6 Cc) a fy - r_| CF Paved Parking f 6” _ E i = NAN Ci7 10-80 ae | z : Sat — __| 7 PP) C18 \ ‘oles a | — I yt oJ | Fe ' . cio] Wal) ce f| col |; C20 in| \é ~ A [- Hime: \ fiefs 6” c21 ors Ltt ithe =r | O-—/1 coo | TIE aah '\ TT] | i J | oo] PRT = ed Parking | | 6" Ges | i | to / : CO ya C25 Eine 6” 2 —— | vn | |} ee ee ee ° ar f A C26 | ' : y | 3 1or-03 -Y | foo C27 a — pf SSMH=\ of LEGEND: C28 i | RIM 27.16 ° | 1 s. = ! FL 18.89 co| | J , c29 [ y 6 TOTAL SQUARE FOOTAGE OF SITE - Approx. 5 acres 56 re | ; 6” SQUARE FOOTAGE OF EACH BLDG. - N/A. = | y No. 543 , r| 9 4 ~ 7 6 a O, TOTAL SQUARE FOOTAGE OF ALL BLDGS. - N/A | / | EN Ig 6 rn: | ue A Cy - = Zk, PERCENTAGE OF LOT COVERAGE - 0% . /, Yv , , | aM ee en | LO) = p PARKING ANALYSIS - N/A 90’ 19), | 0 20 — 40 | BOT 23.4 4 V4 V/A 7 r/ | SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING - N/A a | - | aaa yp £ SQUARE FOOTAGE SCALE IN FEET 7 / /- j “ FOOTAGE OF ALL OTHER LANDSCAPING - Restoration and/or Replacement of Existin NNING eter i _L- laa Landscaping if any 8 =yELOPMENT oO N DE \a | xt | he C K _ 3 5 "C1 FM , a. __ SAN _/ 4 PROPOSED AND ALLOWABLE BUILDING HEIGHT - Project is sub-terranium SEP A PERMIT™ oP 4999 | rT] 7 SAN 2 SA a" Y 9 a | IR ~ = BUILDING SETBACKS REQUIRED BY CODE - N/A FEB 2 ory M ~~ - ot - | | | _ | | | 23 CLEANOUT | | iS S | PROPOSED BUILDING SETBACKS - N/A SEAEIONS o Harris. Group Inc ' 2 Z | oto Id | Iolo Bk © Sh | ab | say | |O—-3/ g se CT ee ale \|k | | On Ko y | 7 © REVISION ”1” ONLY | L\ A 6 APPROVED DATE PROJECT MATCH LINE - FOR CONTINUATION SEE SHEET C19F / oe. 1455 DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 a = DRAWN DATE = = «| CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY WRF 03,96 W . a 981212 ? 1.22.99 REVISED SANITARY SEWER EAST FROM BLDG 10-37 WRF DTH 8.15.96 SPECICATION IS. APPROVED = | [ a Rehabilitation Phase OB&7 | __. [SHEET ENGINEER == ; oer = = a Qh) SOE: Shy Lr ° APPROVED BY | DEPT. | DATE | ( 4 SF CHECKED APPROVED , — =: = | SITE PLAN JOB NO COMP NO 2 SEPA PERMIT GAK 1.19.99 & ibis UIVIL MASIEN S M-49 7 a OQe hurvswN oo RTN-—YD—C18F -_ MATCH LINE - FOR CONTINUATION SEE SHEET C18D CONSTRUCTION NOTES | || | [>> REMOVE AND DISPOSE OF EXISTING 8” FIRE MAIN 5 I | AND REPLACE W/NEW 12” D.LP. FIRE MAIN TN — |2>> PLUG AND ABANDON EXISTING 8” FIRE MAIN No. 637A Ld fi a => REMOVE EXISTING FIRE SYSTEM ABOVE GROUND REN | = x i. 4— 76 a oupiiae acl PHYSICAL FEATURES FL 8.24 © D OF SUBSURFACE ” WS 15.8 2 2 ee 4 sole _— 7 CONTAMINATION [> INSTALL NEW 12” D.LP. FIRE MAIN a. vant". : i IO , W . i ” ” ” 3 4 | 5 ny | | eM 27.00 io 2 ae o> INSTALL 12°x12°x8” (MJxMuxFL) D.I.P. TEE 27 | MEE a | oz ~ sts Eye [E> INSTALL 8” POST INDICATOR VALVE (FLxMJ) INV 7.0 PR x A | oe | ; HYDRANT — sis SIS TL STS STS STS c ) sts ‘ eZ LD ° } | | - INSTALL VALVE AND CONNECTION TO EXISTING 8” 2 | KrH XO SSL STS 6” UNDERDRAIN FIRE MAIN PER DETAIL ze . —_— INV N. 14.6 sf 1 C19D|M519D-Ia 5 | 2 . ES pe y INV NE 17.7 2 A } ee | | INV E 12.4 oP 8”RIVER mn Qi 9 i SE 17.6 [9 => INSTALL SOLID SLEEVE TO CONNECT TO THE WATER(ABAN) — | 5 B'W FIRE svi71 © AAW 8 o> an a. EXISTING 8 CAST IRON MAIN —,— WW > P | F— 2 OT 12.1 to 2 OF to? a } | i i D>» Da | LA Ne = LINES cane | NX CISMLM519F-1A =| _ | | | cop =z METRO ( S | MH ROT6t ) 5 = | LEGEND: RIM 21.03 | FL 11.55 | n TOTAL SQUARE FOOTAGE OF SITE - Approx. 5 acres 2 w 4B-—07 SQUARE FOOTAGE OF EACH BLDG. - N/A. © 4’cil 6’C SSMH-I _ oe | RIM 20.66 ; TOTAL SQUARE FOOTAGE OF ALL BLDGS. - N/A 1 . . | UNKNOWN “i hl a 45 PERCENTAGE OF LOT COVERAGE - 0% 7 \ | p | —_ PARKING ANALYSIS - N/A 7 1-2" . SQUARE FOOTAGE OF INTERIOR PARKING LOT LANDSCAPING - N/A oD 346 PRD Z > | — =e cf rien danni OF ALL OTHER LANDSCAPING - Restoration and/or Replacement of Existing © ping i any E _ PROPOSED AND ALLOWABLE BUILDING HEIGHT - Project is sub-terranium = fn [fC BUILDING SETBACKS REQUIRED BY CODE - N/A -_— ye ><] PROPOSED BUILDING SETBACKS - N/A 1s a No. 638 = \ TOP 03 a rt INV N. 13.0 4 _ 6 4. © nn WL 16.0 A | BOT 13.1 a KEY_PLAN wy \ > SCALE : NONE Ss! © = x \ Z ‘\ \ \ ~ = A B Cc DE F GH J K UL F S Ee \@ % & 2.30 = AZON Lees = XO 7 \Ae = on 4b \ A 4 Ash - a\\ \ \\ l-p- oe Peres e=t AN A I 2, a\\\q ‘ os EW NINE TE Na cm 3 cr UI LAA ee A LT le \ PO c \\ C15 i | a4 otek (pe VAN all \\ cof ale VWs ken HTN ie \ or MUI RSS| lek = \ \ c18| WW I) DIAN ea) ee = ne \ \ \ No. 641 cio} \\¥ 2 oy v1 ays — CB=Il—2X2’ C20 0 P| DW DO s \ \ \ No. 639 TOP 21.9 LH fe 2 ~ \I | Bee iW ae we IE AER = » \ INV NE 20.0 INV E 14.6 os 715 C22 {) t \ | { ae a z FL 14.4 No. 640 WL 16.2 SDMH METRO 4B-05 WV E 145 C23 at (= aa ’) \ s DI BOT 14.5 RIM 22.15 MH RO1-59 SSMH=l INV W 14.5 YR \ \\N \ BOT one C19D}M519D-la INV E 17.89 RIM 22.47 RIM 21.92 We ie C24 [| RI / Ss a ; L —_ 20. INV W 17.95 | Fe FL 16.67 BOT 14.5 025 AES N/E 2 py 7 \ a es or W = =) \ =] / C27 WO 45° BEN Rac < ct — — io —T | ae = Ss | J \ ip = “ = x9 _/N xo! _ _/ C28 BA : 7] More 18°RC Z 2 a 18°RC Te 18°RC 7 18°RC C29 X% 3 WN) ‘N 59 5 STS ST L_| STS STS sis — | STS C30 1 CB-| 99.5" 3 BEND oN 8°C / ” I Je TOP 20.96 _/4\ BEN i= SAN ! SAN — =y SAN —= === SAN we _ = 5 - hi fest Wowme (OL | | Ne ee ees Si (xy tt — INV SE 18.66 , 156 | a 4 by F | | | | 38 FIRE | | K N : | | | BW FIRE | Paved Parking | . | | ‘ a’ fad eure - a Hie { ee So ae 4a a) A a ne ON oO OE DO ds Ss os OUIFALL No. 34-2 + : Gate PRD Si patie i fn ee | ra Fi 7 “PN "PROPERTY LINE INV 16.15 NG \ 7. aN NG — NG NG Pe ah SEPA PERM IT FEB 94 1298 QUTFALL No. 23. -—~ NN \ / oe \ = : 12”SD = . 12”5 - ° . METRO PRD "Pr ~ sere _ sy ——_—_ ¢- a Pee ol ° age oe 52s 27 oP eensons ev Harris roup Inc. MH RO1-60 © UNKNOWN 12°RC a, - 22.2 ” RW, 22.22 a INV 15.1 is £5 on se NN. bi SI. REVISION "B” ONLY —w ee ee a Wieceues ei — — 4B-06 — — ———— APPROVED DATE PROJECT _sswH—i__/ MATCH LINE - FOR CONTINUATION SEE SHEET C20D 1.19.99 98-1302 DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 ea WO Ne SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY OR VBE 393-96 aa . e1 é | . } _ CURRENT REVISION ee B _ - THIS DESIGN AND/OR CHECKED - Watermain Rehabilitation Phase 6B&7 8.6.98 UPDATED U/G UTILITY MAPPING — DHA, INC. SDP [DAH 11/12/97 spcttS DESION AND/OR man —e kee UPDATED U/G UTILITY MAPPING — DHA, INC. JGC [HAJ 12/31/97 BOLING APPROVED BY | DEPT. | DATE IDEN 7998 | _— —_ —_e C1 9D CHECKED A [ISSUE FOR 30% REVIEW HCI NJC 7.2.98 No 7 6.98 SITE PLAN r — — B |SEPA PERMIT GAK 1.19.99 , APPROVED AN ~ HO -O ab “NY oe TS: RTN-YD-—C19D GALV. COUPLINGS & TIE RODS. SEE JOINT RESTRAINT NOTES 2 TURNBUCKLES BEARING AREA REQUIRED FOR THRUST BLOCKING. SEE TABLE 2 FOR BLOCKING BEARING AREA (SQ. FT.) j FINISHED GRADE mS % B ¢ 4) HORIZONTAL. FITTING x 7 (PER PLANS) Lh =, K WATER. LINE ™Dd (PER PLANS) os Y . <r - iy 16) 2 —— UNDISTURBED S|Z PSO | . = 5 / — CONCRETE =) S med 5 oO ATAN ~ iad \ a SASK TYPE ’A’ BLOCKING PARR * 30° VERTICAL BENDS Pew UW, 2 ee 6” MIN. SPECIFIED -—— B S | Dp]. BEDDING 7 6S =a UNDISTURBED SOIL 5000 PSI CONC om, VE =) NM fw Ps aay Z2i2 |G oS js jet FORM SIDE OF we IB |PRIB.; | 16S lu THRUST BLOCK NO |e Jeb Sie juz [OS ve |e [EB [88 [Se P= les TYPICAL_THRUST BLOCK AT ao R= jee jac pom yee c= HORIZONTAL FITTINGS 4” | 300 | 1/4] 8 | 2.0 15/8] 1.5 cr 10 Sour 21/2] 11 | 2.2 | 5/8] 2.0 30 | 17 | 2.6 15/8] 2.0 FORM THRUST BLOCK 5 TO CENTERLINE OF 6” | 300 fi i/el 11 | 2.2 [5/8] 20 Te HORIZONTAL FITTING (PER PLANS) a. 8” | 300 |11 1/4} 16 | 2.5 | 5/8 | 2.0 LEAVE ADEQUATE SPACE FOR REMOVAL OF BOLTS, FITTINGS, ETC. — | q ; ( 12” | 250 [11 1/4] 32 | 3.2 | 5/8] 2.0 Q FORM SIDES OF THRUST BLOCK WATER LINE oa 30° | 132 | 5.1 | 7/8 | 3.0 CONC. THRUST BLOCK (SIZE PER PLANS) SEE APPLICABLE "TABLE 2 OF THRUST BLOCK BEARING AREAS” 4 TURNBUCKLES THREAD 6” UNDISTURBED SOIL Fal SEE TYPICAL BLOCKING FOR HORIZONTAL FITTING DETAIL TYTON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) TRIM TYTON DUCTILE IRON BEND WITH U.S. PIPE FIELD LOK GASKET SEE TYPICAL BLOCKING FOR HORIZONTAL FITTING DETAIL JOINT RES] RAINT NOTES TYTON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) MECHANICAL TEE WITH 1100 MEGALUG FOLLOWER GLANDS AT ALL JOINTS OR TRIM TYTON TEE WITH U.S. HORIZONTAL BEND JOINT RESTRAINT DETAIL NOT TO SCALE MECHANICAL JOINT VALVE WITH 1100 MEGALUG FOLLOWER GLANDS BOTH SIDES MJ PLUG OR J D.I. PIPING cy TYTON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) PIPE FIELD LOK GASKET AT ALL JOINTS. HORIZONTAL TEE JO! TYTON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET (CONTINUES) T RESTRAINT DETAIL NOT TO SCALE MECHANICAL REDUCER OR SOLID SLEEVE WITH 1100 MEGALUG FOLLOWER GLAND BOTH SIDES = ne JOINT PIPE WITH oA U.S. PIPE FIELD LOK GASKET (CONTINUES) ) y 1. ALL MECHANICAL JOINT RESTRAINT DEVICES SHALL BE SERIES 1100 MEGALUG FOLLOWER GLAND RESTRAINT MECHANISM MANUFACTURED BY EBAA IRON SALES INC. EACH SERIES 1100 MEGALUG SHALL BE LISTED AND STAMPED BY UNDERWRITERS LABORATORIES, INC., CATEGORY HJKF "FITTING RETAINER TYPE” WITH A DEFLECTION ANGLE OF FIVE DEG. (3” THROUGH 12”). 1100 MEGALUG SHALL BE APPROVED & STAMPED BY FACTORY MUTUAL (3” THROUGH 12”). EACH SERIES 2. ALL CLASS 52 TYTON JOINT PIPE SHALL HAVE A U.S. PIPE FIELD LOK GASKET AT EACH BELL. » ALL TRIM TYTON DUCTILE IRON FITTINGS SHALL HAVE U.S. PIPE FIELD LOK GASKET AT ALL BELLS. . FOR VALVES, JOINT RESTRAINT SHALL BE SAME AS A DEADEND. GA K - 0 1 / 2 0 / 9 8 - 9 : 0 6 a m ( { HORIZONTAL REDUCER OR SOLID SLEEVE 0 d : ; TYPICAL BLOCKING FOR HORIZONTAL FITTINGS HORIZONTAL VALVE JOINT RESTRAINT DETAIL JOINT RESTRAINT DETAIL B NOT TO SCALE NOT TO SCALE _ Nw OR VERTICAL UP BENDS \ SKS |, S NOT I skeet SeRITONTAL SEE TYPICAL BLOCKING FOR KK THRUST HORIZONTAL FITTING ” 9 Se ay BLOCKING FOR VERTICAL BEND. SEE BLOCK or he REED TABLES FOR TYPE A” OR TYPE ”B” aaaete MECHANICAL PIPE AND PLUG a ee ee BLOCKING THIS SHEET DEPENDING \ po ON "ANGLE” OF TEE. : < S )~ concrete 2- 3/46 TIE ROD of tt & » = LOOPS (ONE SHOWN) , : © W/ TURN BUCKLES po = La TYPE ’B’ BLOCKING OF BNE FOR 45° VERTICAL BENDS nhs a, OSL TON, JOT IPE W/ P\y. 4 (AS|— BEARING AREA REQUIRED re Ty ry 7 boot YSZ] FOR HORIZONTAL TEE GASKET (CONTINUES) ee ee ed 2 . oe ow - , - welé Palésl® |25|s5| prorto me S| | pe |< | fee] pearing area (Sa. Fr) HORIZONTAL _DEADEND JOINT RESTRAINT DETAIL ax la |Swy [us |S |5E |= PLACEMENT OF THE , 2 NOT TO SCALE i *_ |Se |S58 |Se [OS [xs Yo AAKK #2 |e (BS lou (SH [8 | Be BLOCK ———— BL 2X 4’ | 300 | 45 | 30 | 3.1 [5/8 | 2.0 HORIXONTAL THRUST BLOCK —— (tt 6” | 250 | 45° | 68 | 4.1 [5/8" | 2.0 TO VERTICAL THRUST BLOCK 0 TRIM TYTON DUCTILE IRON 8” | 250 | 45° | 123 | 5.0 |5/8" | 2.0 CONCRETE POUR LINE oe U.S. PIPE FIELD 12” | 250 | 45° | 232 | 6.1 | 3/4] 2.5 UNDISTURBED SOIL TYPICAL THRUST BLOCK _AT TION Jon IE ANGLED TEE FIELD LOK GASKET NOT TO SCALE (CONTINUES) TYTON JOINT PIPE WITH U.S. PIPE FIELD LOK GASKET TABLE 3 (CONTINUES) TABLE 2 MAXIMUM DEFLECTION FULL LENGTH MECHANICAL JOINT PIPE , APPROX RADIUS OF CURVE SEE TYPICAL DETAIL oLANNN IRED THRUST BLOCK BEARING AREAS (SQ. FT FOR TYPE ”A” AND nov eNT EON REQUIRED THRUST B OGK BEARING, AREAS ( ) netLecrion | MAXIMUM DEFLECTION PRODUCED. BY SUCCESSION I areeinis ESP F 2 panes oe oe SES Nea) me (18-FT | (20-FT (18-FT (20-FT a ae cEB 2. wer 45° 90° TEES & . “ee” | “Beno” | eno | END | Puls ———_—f HENGTH) | ener) | LENGTH) | LENGTH SEE TYPICAL BLOCKING aEc® = FOR HORIZONTAL FITTINGS 4” & 6” 280 1 2 3 6 4 3-33" 13.5” 15” 290’ 320’ OR VERTICAL UP BENDS 3” 280 2 3 6 10 7 2-40" 10” 1” 390’ 440’ REVISIONS BY — Harris Group Inc. 10” 280 2 4 8 16 11 2°—40” 10” 11” 390’ 440’ VERTICAL DOWN BEND AND OFFSET 12” 280 3 6 12 22 16 2°40” 10” 1" 390’ 440’ NOT TO SCALE “APPROVED 7 owe PROWECT 96-1852 resp encr: DED DRAWN BY: MCB DRAWN DATE ee Or — REVISION SYMBOL ia — SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY j _. ; nei : 0 0 [SUED FoR Fen GaP ca i198 seareaon 8 reno) [nese Eon Ena ene? ~~ ee BOLFINWL, APPROVED BY. | DEPT. | DATE a M 50 3| APPROVED SITE P LAN 7 . JOB NO. COMP NO. APPROVED a oo om ~FF — QO2 ( > \ DW NO. RTN—YD—M50331 FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS: USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. WIRE MESH SUPPORT FENCE FOR SLIT FILM FABRICS Q q qo ee r yO r || || | Se 2” X 2” POST——+4 | | | = AT 6’ 0.C. MAX || I I 2’-0” I | I| baw: I| l| | | 5’-—0” | ] | | | | | | | as TSS HAS | > ” || || || {| 2’-6 | | I | | | || y \) \ ! BURY BOTTOM OF FILTER MATERIAL ee IN 8” BY 12” TRENCH 2X 2° WOOD POST STANDARD OR BETTER OR EQUIVALENT FILTER FABRIC MATERIAL WIRE MESH SUPPORT FENCE St FOR SLIT FILM FABRIC PROVIDE WASHED GRAVEL sl ce BACKFILL OR COMPACTED Nail 5-0 NATIVE SOIL AS DIRECTED a | 3 BY PIERCE COUNTY ROR YY, , | 77-8” MIN . 2"X 2” WOOD POST _ 1 L STANDARD OR BETTER OR EQUIVALENT FILTER FABRIC FENCE 1 THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JQINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6—INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES (WHERE PHYSICALLY POSSIBLE) A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE FILTER FABRIC TO BE BURIED. THE TRENCH SHALL BE CONSTRUCTED TO FOLLOW THE CONTOUR. WHEN SLIT FILM FILTER FABRIC IS USED, A WRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. SLIT FILM FILTER FABRIC SHALL BE WRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. OTHER TYPES - O& FABRIC MAY BE STABLED TO THE FENCE. WHEN EXTRA—STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE "5” APPLYING. EXTRA CARE SHOULD BE USED WHEN JOINING OR OVERLAPPING THESE STIFFER FABRICS. LOCAL GOVERNMENTS MAY SPECIFY THE USE OF PROPERLY COMPACTED NATIVE MATERIAL. IN MANY INSTANCES, THIS MAY BE THE PREFERRED ALTERNATIVE BECAUSE THE SOIL FORMS A MORE CONTINUOUS CONTACT WITH THE TRENCH BELOW, AND USE OF NATIVE MATERIALS CUTS DOWN ON THE NUMBER OF TRIPS THAT MUST BE MADE ON AND OFF SITE. IF GRAVEL IS USED INSTEAD, THE TRENCH SHALL BE BACKFILLED WITH 3/4—INCH MINIMUM DIAMETER WASHED GRAVEL. CARE MUST BE TAKEN WHEN USING GRAVEL TO ENSURE GOOD CONTACT BETWEEN THE FABRIC AND THE TRENCH BOTTOM TO PREVENT UNDERCUTTING. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. RETAINED SEDIMENT MUST BE REMOVED AND PROPERLY DISPOSED OF, OR MULCHED AND SEEDED. DETAIL AND NOTES ag . CATCH BASIN OR INLET GRATE USUALLY WSDOT STD PLAN B-—2a Se e <r REBAR FOR LIFTING ACCUMULATION ALLOWED = 1 TEMPORARY SEDIMENT TRAP TYPICAL DETAIL (1 SCALE: NONE €305,C306,C31 15| C539 MAXIMUM SEDIMENT TEMPORARY PERMEABLE FILTER BAG AS MANUFACTURED BY ATLANTIC CONSTRUCTION FABRICS, INC.(800—448-3636) OR APPROVED. "O N FT EROSION /SEDIMENTATION CONTROL NOTES: 1. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE ENGINEER SHALL BE CORRECTED BY THE APPLICANT. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY OWNERS, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION IN THE FUTURE, MUST CEASE AND THE -OWNER/CONTRACTOR WILL IMMEDIATELY COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED. 3. ALL EROSION AND SEDIMENTAION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4, SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPI+GANF/CONTRACTOR SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. 6. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH SECTION 8-01 OF THE 1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, OR THE LATEST VERSION THEREOF, UNLESS APPROVED OTHERWISE BY PIERCE COUNTY. 7. THE NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE COUNTY RIGHT—OF—WAY. bd [o- _ - es swe ext USN HOO FE 0g De" cl nod” 9 cen acce® N.T.S. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY 0s i — —— CURRENT REVISION See R | C DATE THIS DESIGN AND/OR CHECKED — 1 Watermain Rehabilitation Phase 6B &7 01.19.99 ———e = — SPECIFICATION 1S, APEROVED | orci . ih ee sss ENGINEER —— = = APPROVED BY | DEPT. | DATE |G. KARALUS Qi SOEING . CHECKED APPROVED APPROVED C500 SITE PLAN % M-99 _ 3) AG JOB NO. COMP NO. DWG NO. 7 Witte, real WO aaa . nowiuN REN-YD—C500 GA K - 0 1 / 2 0 / 9 8 - 9 : 1 2 a m 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 18. PERMANENT ASPHALT PAVEMENT PATCH: AFTER THE SUBGRADE HAS BEEN PREPARED ASPHALT CONCRETE PAVEMENT CLASS B AP ASPHALT PAD UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED SHALL BE PLACED IN KIND AND TO THE THICKNESS OF THE EXISTING ASPHALT PAVEMENT OR TO A MIN. DEPTH OF THREE cP CONCRETE. PAD PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. INCHES, WHICHEVER IS GREATER. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH NFL NOT FIELD LOCATED HOT ASPHALT CEMENT OR ASPHALT EMULSION IMMEDIATELY BEFORE PLACING THE ASPHALT PATCHING MATERIAL. THE ASPHALT 3 BOLLARD 2. THE HOURS OF WORK IN THE STREET RIGHT—OF—WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS CONCRETE PAVEMENT SHALL THEN BE PLACED, LEVELED AND COMPACTED TO CONFORM TO THE ADJACENT PAVED SURFACE. oJ JUNCTION BOX UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 233-2635. ALL STREET CLOSURES, IMMEDIATELY THEREAFTER ALL JOINTS BETWEEN THE NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT WER POLE PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. ASPHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES. THE ~&- PP PO THE POLICE DEPARTMENT, BOEING AND RENTON FIRE DEPARTMENTS, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. MATERIAL FOR TACKING THE BOTTOM AND SIDES OF PATCHES FOR ASPHALTIC CONCRETE SHALL BE AN EMULSION CALLED UGP UNDERGROUND POWER CRS—2. FOR SEALING THE EDGES AFTER PLACING THE ASPHALTIC CONCRETE PATCH, USE A LIGHT CUTBACK CALLED O TEL MH TELEPHONE MANHOLE 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO RC-70, AND SAND THE SURFACE TO PREVENT TRACKING. UCT UNDERGROUND TELEPHONE VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. CONTRACTOR SHALL PROVIDE ALL oCO CLEANOUT FIELD UTILITY LOCATION SERVICES AND VERIFY ALL UTILITY LOCATIONS WITH THE PROPER BOEING FACILITIES PERMANENT CONCRETE PAVEMENT PATCH: AFTER THE SUBGRADE HAS BEEN PREPARED, PATCH WITH CLASS A (3/4”) OSAN MH SANITARY SEWER MANHOLE PERSONNEL PRIOR TO THE START OF EXCAVATION WORK. FOR WORK LOCATED ON THE CITY OF RENTON PROPERTY, AIR-ENTRAINED PORTLAND CEMENT CONCRETE PER TECHNICAL SPECIFICATION, WITH DOWELING AND Ss SANITARY SEWER THE CONTRACTOR SHALL CONTACT UTILITY LOCATE AT 1-800-424-5555, REINFORCEMENT PER CONCRETE TRENCH DETAIL ON SHEET C501. PLACE IN KIND AND TO THE THICKNESS OF THE SD STORM DRAIN EXISTING CONCRETE PAVEMENT. ALL JOINTS SHALL BE SEALED WITH A JOINT FILLER PER TECHNICAL SPECIFICATION ASIN 4. ALL WATER MAIN PIPE SHALL BE CEMENT LINED DUCTILE RON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REV., 9-04.2(1). AREAS WHERE AN ASPHALT OVERLAY EXISTS OVER CONCRETE PAVEMENT, AN ASPHALT OVERLAY SHALL BE a eas THICKNESS CLASS 52 OR AS NOTED ON DRAWINGS. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 PLACED OVER THE NEW CONCRETE PAVEMENT PATCH IN KIND AND IN THICKNESS OF THE EXISTING ASPHALT OVERLAY. OR LATEST REVISION. PIPE JOINTS SHALL BE TYTON JOINT, OR AS SHOWN ON DRAWINGS. F FIRE WATER 19. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING WATER MAINS TO BE TAPPED BEFORE BEGINNING WORK O WMH = WATER MANHOLE oe eri BRlGI AWM 4 LETRA RO REED CUI ee eee eee eet ZOE IN ACCORDANCE AND NOTIFY THE PROPER BOEING FACILITIES PERSONNEL OF EACH LOCATION. USE OF A LOCATOR SERVICE PRIOR TO @ PIV POST INDICATOR VALVE ARE ; INCHES 10 12 INCHES IN DIA. a HAVE i JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER 3 WM WATER METER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3-IN. TO 12-IN. DIA. FITTINGS WHICH HAVE MECH. JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA Se UATE ERBUBER en ee ne enn RI (HIER COMERAING <AGENPIES ROR TEMPORARI EROSION o FH nee ee C110/A21.10.82 AND ANSI/AWWA Dare SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) ' ne aie MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. IF Nes ARE 4 vate TO 12 INCHES IN DIAMETER AND 21. ALL PIPING SHALL BE RESTRAINED PER DETAILS ON SHEET MOOS! AND NOTE 16 THIS SHEET. 4 P.K. NAIL HAVE TYTON JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84, ACCEPTANCE TESTING IN F CON T R.O.W. RIGHT OF WAY ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 ee Teun SHALL IMMEDIATELY NOTIFY THE OWNER IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED DURING (s) SCREWED PIPE FITTING (NPT) SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. Mi) MECHANICAL PIPE. FITTING 23. FOR TRAFFIC CONTROL REQUIREMENTS, SEE SPECIFICATIONS. FLY FLANGED PIPE FHTINC 6. GATE VALVES SHALL CONFORM TO AWWA C509 AND SHALL BE N.R.S. RESILIENT SEAT. VALVES SHALL BE DESIGNED FOR ve MONITOR WELL A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE MUELLER CO. NO A-2074 AND A-—2075. 24, THE PIPING AND EQUIPMENT IN THE VAULT THAT DOES NOT HAVE FACTORY APPLIED PAINT SHALL BE GIVEN ALL VALVES SHALL BE INSTALLED AS SHOWN ON DRAWINGS. A COMPLETE COAT OF FOREST PAINT 985 SERIES PRIMER OR APPROVED EQUAL. TWO FINISHED COATS OF FOREST PAINT 195 SERIES EPOXY, OR APPROVED EQUAL, SHALL BE APPLIED OVER THE FIELD COATED PRIMER. 7. ALL FIRE WATER MAINS SHALL BE AT A MIN. OF 54 INCHES BELOW GRADE. ALL COLD WATER MAINS SHALL BE AT A MINIMUM OF 36 INCHES BELOW GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. ALL PIPE 25. ALL EXCAVATED TRENCH MATERIAL SHALL BE DISPOSED OF AT AN APPROVED BOEING LOCATION. SOIL MATERIAL USED TO SHALL BE LAID BY OPEN CUT TRENCH UNLESS OTHERWISE STATED. BACKFILL VAULT WALLS AND PIPE TRENCH SHALL COMPLY WITH ”BACKFILL’MATERIAL AS SPECIFIED IN SPECIFICATION SECTION 02210 — EARTHWORK”. 8. CONTRACTOR SHALL CLEAN ALL NEW WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER WITH PIPE CLEANING PIGS” PRIOR TO DISINFECTION WHERE VISUAL PIPE INSPECTION CAN NOT TAKE PLACE. ’PIGS” SHALL BE 26. EXCAVATIONS ARE TO HAVE SLOPED SIDES TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION. INSERTED INTO THE PIPE DURING PIPE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND PROVIDE SHORING AND BRACING WHERE SLOPING IS NOT POSSIBLE BECAUSE OF SPACE RESTRICTIONS, STABILITY OPERATING ALL TAPS, FLANGES, PUMPS, GUAGES, PLUGS, SADDLES, CORPORATION STOPS, MISC. HOSE, PIPING, AND OTHER OF MATERIAL EXCAVATED, OR TRENCH DEPTH IS GREATER THAN 4’—0”. EQUIPMENT NECESSARY TO "PIG” THE LINES. THE CONTRACTOR SHALL PREPARE A DETAILED PLAN FOR CLEANING THE WATER MAINS AND HAVE IT APPROVED BY THE OWNER BEFORE BEGINNING EXCAVATION WORK. SEE SEQUENCING PLANS 27. THE CONTRACTOR SHALL REPLACE, AT NO EXPENSE TO BOEING, ANY STRUCTURES, PAVEMENT, OR OTHER ITEMS FOR PIGGING STATION LOCATIONS. DESIGNATED TO REMAIN THAT ARE DAMAGED DURING REMOVAL OPERATIONS. 9. ALL NEW FIRE AND COLD WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED IN ACCORDANCE 28. ALL DEWATERING AND EXCAVATED SOIL SHALL BE HAULED AND DISPOSED OF OFF-SITE PER CONTRACT SPECIAL CONDITIONS. WITH THE TECHNICAL SPECIFICATIONS. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE BOEING COMPANY. 29. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO PREVENT ANY SILTS, SEDIMENTS, OR OTHER DELETERIOUS MATERIALS FROM ENTERING THE DRAINAGE COURSE AS A RESULT OF THIS PROJECT. STANDARD EROSION CONTROL METHODS SUCH 10. ALL NEW FIRE MAINS SHALL BE DISINFECTED BY AWWA STANDARD C651 SEC 5.3 SLUG METHOD. NEW COLD WATER AND SERVICES AS FILTER FABRIC, SILT FENCES, ETC. WILL BE REQUIRED. EYPOCHLORNE SHELL NOT Be PLAGE) INTHE SIPEG LA GHEORINE SHALL EE MERC Trem oy te tooo ae oes ry 30. CONTRACTOR IS TO HAVE UTILITY LOCATOR SERVICE LOCATE UTILITIES AND SHOW THEM ON CONSTRUCTION DRAWINGS ; FOR REVIEW AND APPROVAL BY RENTON FACILITIES SHUTDOWN COMMITTEE PRIOR TO SAWCUTTING AND EXCAVATION. OF RENTON STANDARD SPECIFICATIONS. 31. ALL UNDERGROUND PIPING, EXCEPT OFFICE AREA AND IRRIGATION SPRINKLER PIPING, SHALL BE IDENTIFIED BY THE USE 11. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MIN OF 3 (THREE) WORKING DAYS NOTICE OF SURFACE LOCATED MARKERS, PER TYPICAL DETAIL ON SHEET M503M. MARKERS SHALL BE LOCATED AT MAXIMUM INTERVALS IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO OF 150 FT, AT ALL CHANGES OF DIRECTION , WITHIN 5 FT OF A WALL, AT ALL MANHOLES AND VALVE BOXES, AND ADJACENT THE UTILITY ENGINEER’S OFFICE, TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. TO ROADS. MARKERS SHOULD INDICATE SERVICE, PIPE SIZE, DIRECTION OF FLOW, PIPE MATERIAL AND PIPE DEPTH. MARKER INSTALLATION LOCATIONS SHALL BE INDICATED ON THE CONTRACTOR PROVIDED AS—BUILT INFORMATION 12. BOEING RENTON SHALL SECURE THE UTILITY PERMIT FROM THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S IN THE FORM OF RED-MARKED DRAWINGS. RESPONSIBILTY TO SECURE ALL OTHER PERMITS PRIOR TO STARTING CONSTRUCTION. 32. UNDERGROUND PIPE IDENTIFICATION MARKERS SHALL BE PROVIDED AND INSTALLED BY THE INSTALLER OF UNDERGOUND 13. CONNECTIONS TO EXISTING MAINS SHALL NOT BE MADE UNTIL THE NECESSARY ARRANGEMENTS & TIME SCHEDULES HAVE BEEN PIPING. ANY DISTURBED MARKERS SHALL BE REPLACED ARRANGED WITH THE OWNER. ALL VALVE SHUT DOWNS AND OPENING OF EXISTING LINES TO ACCOMPLISH NEW WATER MAIN CONNECTION SHAD. BE DONE BV BOEING MAINTENANGE PERSONNEL ONLY. 33. EXISTING MONITORING WELLS SHALL BE PROTECTED UNLESS NOTED ON THE DRAWINGS. DISTURBED WELLS SHALL BE REPLACED AT THE DIRECTION OF THE OWNER. ALL WELLS THAT WILL BE DISTURBED SHALL BE ABANDONED BY THE OWNER. TWO WEEKS 14. PRIOR TO ANY BACKFILLING OF NEW PIPE, IT SHALL BE INSPECTED BY A BOEING REPRESENTATIVE TO INSURE THAT L PIPE RESTRAINT CONFORMS TO THE PROJECT STANDARDS AND SPECIFICATIONS. IT SHALL BE THE CONTRACTOR'S NOTICE SHALL BE GIVEN TO THE OWNER PRIOR TO DISTURBING THE WELL. RESPONSIBILITY TO NOTIFY THE BOEING REPRESENTATIVE 24 HRS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AS—BUILT INFORMATION IN THE FORM OF RED—MARKED DRAWINGS TO THE ENGINEER. 34. ALL HYDRANTS, VALVES, AND POST INDICATOR VALVES SHALL BE MARRED AND PAINTED PER BOEING FACILITIES-MECHANICAL FIRE PROTECTION SPECIFICATIONS & STANDARDS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 16. ALL TYTON JOINT PIPE AND FITTING BELL GASKETS SHALL BE U.S. PIPE "FIELD LOK” GASKET FOR JOINT RESTRAINT. ALL MECHANICAL PIPE AND FITTING JOINT FOLLOWER GLANDS SHALL BE SERIES 1100 MEGALUG RESTRAINT MECHANISM MANUFACTURED BY EBAA IRON SALES. AFTER INSTALLATION ALL MECHANICAL JOINT RESTRAINT MATERIALS SHALL BE COATED WITH COAL TAR ENAMEL BY METHODS PRESCRIBED BY AWWA C203. 17. ASPHALT AND CONCRETE STREET PAVING TO BE REMOVED SHALL BE SAWCUT TO A MIN. DEPTH OF TWO INCHES. ALL SURFACE sane CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MIN. DEPTH OF TWO ero INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. pevenny . oe | aa = SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY CAR PAT 19.99 ar tees ir CURRENT Revision | SYMeoe ou THIS DESIGN AND/OR CHECKED ‘Watermain Rehabilitation Phase 6B&7 SPECIFICATION IS APPROVED |e = re | SHEET SI LG Ah lig ba APPROVED BY DEPT. | DATE |G, KARALUS 1.19.99 C2 CHECKED : REPROVED SITE PLAN cs a JOB NO. COMP NO. 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A = SPECIFICATION IS APPROVED - \ | SHEET os ® ENGINEER coo =e Ky I -f4/Jf ALL 5d APPROVED BY | DEPT. | DATE CO 8 CHECKED — APPROVED SITE PLAN A JOB NO. COMP NO. uy = — = APPROVED M 494 Oe DWG NO. ~ Co WLIVTUIN RTN-—YD—-CO 1750 CUBIC YARDS 1750 CUBIC YARDS Mea fee ees a aa i oe Cis a ih rtm bees nn ere eg ir nn noe \t \ 4-20 j | , 7 \ \ PARKING | | ‘ 10-69 a \\ ) 10-68 § i 10-58 rg ; an 10-58 g ,\ -\ \L ee 10-55 \ Po 10-65 -\\ 3 HE \ 3 \ie\ fa | \% 3 \ : : } | \ \ 10-60 ; a A 10-52 we : 3 ao “laa | : 10-132 0- 0-133 A cd | iLL ates | oa > N\ ) l <a ne! é ) —— 3 ) N —_ w, NORTH 8TH STREET __| , | | | 6) : a-l> 10 : 2 — ws ae . I — 2 ’ ’ 900’ 0’ = a \ . PARKING \ 3 SCALE IN FEET S \\ ee : <y Ba | ~ g | . = \ aot 4-0? \\ = : -_ : | UY EC | = \ \ 4 | “0 Th \ \ \ _ | | in — =| CA O) KLIS | | i wut , MULTI-LEVEL : of _. — , ~LEVE | ; > . " .J PARKING GARAGE . ' . LEG EW 1D r | 0 10-71 " . : | s 1 Dies, ! — - _) a , a - 7 EP de PUBLIC ZOWe KENNYS ae z | to-a REBUILD -T- HEAT TopusT RIAL Ss - 3 #10 § | = 200 7 469 . . : 00 3 = ee L | IR-lO ~-RESIDEUTA CO | 00 ——STH __N§TREET = . NORTH 6TH STREET | : —= : | \ [5-27 ] } Te ( i : phe NORTH 6TH _ STREET do / 7° | LA-MED 10M MEAL : | Cc \| | /O dv /AC— Y ouPass ROSE \ Ly G uy WAL 3 : . | od | 5 . we \ R. MaRS, li Te ‘ aa ; . ’ ! ; \ 0 e PARKING WP | t Je ; | | \ . Lot fe a | E MULTI-LEVEL é — \ \ eB ! i | | ws t PARKING GARAGE {|= SACUNES. STE | \ \ APRON D el g i | \ = , : 7 | \ 3 | | e AUTO WOR : 0 : ; Ju 7 \ \ a NORTH STH STREET | \ os) | i ! \ | $ ee \o— f — TW) |} PROROSE RITA / |\*co | : wy | ! | ' [J ' \| 8 ¥ | a, i z 4 {/ } NNING | N nN. in. 8 \ i | RENTON ATHLETIC FIELD | . evELOPMENTENTO VN ci > \ ‘ ys = Se ¢ FER 9.4 ED L__ __ ’ ~ i‘. WN as 1 | RECE ; "(ae | we lew =o a , , - — 7 SURVEYING AND MAPPING BY: Duane Hartman & Associates, Inc. . ACCEPTABILITY DAH -12-95 . SYMBOL DATES woes SEENON Meee OU Watermain Rehabilitation Phase 6B&7 | ! J Wi ENCR. == SHEET : . FACILITIES DEPARTMENT ee OTE RECRED ty | 1 OF 1 , FFPROVED NEIGHBORHOOD DETAIL MAP di [een ; _ ae APPROVED yy [ONO NO, 3am oe) A2 C, 1 ead ia Moet li . wes oi ; sen fiers ons temtmemneemmmetbenntnic coat arses . sein eieceaespestaseaamnaiia 6 as eee N ~: = ma n a t e e -/ i . /e o w e _ 1 aA l a i a r ot