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Peer Review redlinesNPR RECYCLING A PORTION OF SECTION 5, TOWNSHIP 17 NORTH, RANGE 02 WEST, W.M. CITY OF TUMWATER, WASHINGTON Airrc ��.a �neu 'u11,1i'a"$1 nr'"im •uri.G•.:. .v'.°yh\v nu r.•. a a. r,, \ \ HAREAO qO LEGEND EXISTING PROPOSED \ --_x _,I— WATER MAIN t..v •on.�ra. \\ -ss— —A— SANITARY SERER MAIN FORCE MAIN\\ \ —®— STORM MAIN 11\\ ROOF BRAIN +'- — FOOTING DRAIN \N % � c — GAS LINE ! A -s`\ \ ZA V �I POWER UNE - - - v - - T — TELEPHONE LINE I'— —aAl CABLE TV LINE - --- ROADWAY CENTERLINE - — — - - — RIGHT-OF-WAY LINE — - - - - EASEMENT LINE — FRONT/BACK OF CURB pEAlERSk EDGE OF GRAVEL SRGOOfR -- - _ _ _ _ EDGE BE GRAVEL SHOULDER EDGE OF PAW.04r EDGE OF PAVEMENT o v( FIRE HYDRANT \ SCALE�Ir=60 FEET (b 0 30_�J0 VICINITY MAP �h °yj N4 GATE VALVE _ OW a WATER METER BOX © ■ STORM DRAIN CATCH BASIN O5 o� o SEWER MANHOLE %E STREET LIGHT SCALE�Ir=60 FEET (b 0 30_�J0 VICINITY MAP �h N.T.S. o� o 9�� a N O l\� 0 0 � c SITE. Pa�OP e �\ e j 12 o H PROJECT INFORMATION 3 APPLICANT: UBAIDA MUFREJ 3655 MARGINAL WAY S. 1203 V, SEATTLE, WA 96134 = (206) 313-0256 PARCEL NOS: 64300900200 y SITE ADDRESS: NPP HOLDINGS, LLC W 939 NORTHERN PACIFIC RD. YEW. WA 90597 1 a ZONING: I - INDUSTRIAL Z O SITE AREA: 606,420 SF/ 13.921 ACRES GRADING: CUT = 12,200 CY U FILL a 10,230 CY NET = 1,970 CY SOILS: MART SILT LOAM SANITARY SEWER: CITY OF YELM WATER: CITY OF YEUA W= N FIRE DISTRICT: IHURSTON COUNTY y. 0 L) Lu W alF- z z 0 SHEETINDEX CO.1 CIVIL COVER SHEET CIA HORIZONTAL CONTROL PLAN C12 HORIZONTAL CONTROL NOTES AND OETALS C2.1 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN �t C22 TESL NOTES AND DETAILS 4n C3.1 SITE GRADING AND DRAINAGE PLAN m44 O P G3.2 YARD GRADING AND DRAINAGE PLAN ¢ - C3.3 DRAINAGE NOTES AND DETAILS C3.4 DRAINAGE NOTES AND DETAILS C3.5 DRAINAGE NOTES AND DETAILS C4.1 SEWER AND WATER SERMCE PLAN x0�g^•Q 1OxM.WWO\ C42 SEWER NOTES AND DETAILS C4'3 WATER NOTES AND DETAILS C5.1 FRONTAGE IMPROVEMENT PLAN AND PROFILE C5.2 FRONTAGE IMPROVEMENT SECTION AND DETAILS - DEFERRED WU' C5.3 PAVEMENT MARKING, LIGHTING NOTES AND DETAILS - DEFERRED c Q Z H SURVEY INFORMATION "0) LFGAI DEaC_R EWN = R THURSTON COUNTY TIRE ESCROW NO. 1X6749 LOT 2, BLOCK 9 IN MCKENNA IRRIGATED TRACTS, AS RECORDED IN VOLUME W 9 OF PLATS, PAGE 43. Z F a3 SERRCAI BATOR q R W R NAVD BE DATUM p BASIS OF v Re.rnmbtivx WASHINGTON STATE GRIP SOUTH SONE FROM OUR SEC. 19 GBBRmm MURv (TCHPN PTy839) TO HE CORNER SECTION 19 (TCNPN - TDR uuDREN PTd840), 16025 _ NRAMNG N.WE APPROVED FOR CONSTRUCTION 18025 COA CVR C0.1 °. 0.SG1O 6RA ANT °" AFMQvMwIRL3 1 OF 15 I I I HORIZONTAL CONTROL NOTES: OECONS RU AY APRONS TO MATCH EXISTING DGEO ADRIE CONSTRUCTSNEW N—STE CONCRETE SIDEWALK PER DETAIA F O CONSTRUCT NEW PARKING LOT EXTRUDED CURB PER DETAIL ON SHEET C1.2. I I O EW PARKING LOT STALLS PER DETAIL ON ^ SHEET C1 I vil OS STRIPE NEW AOA PARKING STALLS PER DETAIL ON M� SHEET CI.2. m O INSTALL ACCESS GATE. I I O NEW PAVING SECTION PER DETAIL ON SHEET C1.2. O STRUCTURE AND CONCRETE PAO PER OETML ON SHEET C1.2. ' 1 I O NEW LANDSCAPING. I IW to IN 1 I J IA II II I II I' 1 II I I 1 R2% I I p 5 R0. 3 14.D Ii 4 •._. R18.0::::::: SO�j R2$.0::::::::-- 5.0 m 24.0.—:::i ...;L :::: —57.0 STORAGE 31.0 OEflCE T:: S — :7I:::;:: v `56.0 J d d Ll .': LS. .: •.f.::::: 120.0 99.0 •. C :. 24.0 3 T.0 n 2' 73' 2 3i.1 u 0 PAVING NOTE: ALL PAVING SHALL BE CONE PRIM TO OCTOBER IST KILL REWIRE APPROVAL FROM THE OWNER AND PROJECT ENGINEER. SUB -GRADE THAT DOES NOT MEET COMPACTION OR IS SAMRATEO KILL REWIRE ME CONTRACTOR TO PROVIDE A WRITTEN 2 YEAR WARRANTY FOR ME PAVING. ADA NOTE: ALL NEW SIDEWALRS SHALL NOT EXCEED = SIDE SLOPE AND AOA PARKING STALLS AND RAMP LANDINGS SHALL NOT EXCEED 2 PERCENT SLOPE IN ALL OWECIIONS. ALL AOA ACCESSIBLE RWTES IDENTIFIED ON ME PLANS SHALL NOT EXCEED SS LONGITUDINAL WAGE. ALL AOA RAMPS SHALL NOT EXCEED BS GRADE AND 2% CROSS SLOPE. CONTRACTOR IS RESPONSBLE TO CHECK GRADES PRIM TO CONCRETE ANO PAVING WORK. ANY GRACES EXCEEDING ME ABOKE LIMITS WLL BE REWIRED TO BE CORRECTED AT ME SOLE EXPENSE OF ME CONTRACTOR. 11 1 1 P • 1 1 1 11 � Ni P SCALE: 1'=30 FEET 0 1®0 3 w' S fj yGA \ 100.0/ 11 Okla, f Ll \23 0.0 71.0 T IN 2 3 8 TOMO 34.5 ':::: 24.0 \i . R20f SY �N'3A' E8 REIW" FOR AEPE`RRFI} FRON7A�t IAIPR(1VEAIENTS RIO O -- •eTu er: vr¢cIm a nIRIc Aava ure•vumiva F� - L4ff , \ SCALE: 1'=80 FEET 0 M 60 120 y SF 1110 f I02\ IP Q11 Ile / APPROVED FOR CONSTRUCTION / 6 / / eY: MCFDI O PAM ]GBS / MVYFL111W a 0 e 3 z z J U U W � J a z U Z 25 Z O-0 N Q °0 W KQ U K~ 2 0. W 20 W W F N 0: /ONALtiMOY�bp c C Fwc, W G a � c cnmw°tlw.P. .IDB RUMEER 18025 MAMNG NAME 18025 C2.1 ECPL C2x1 4 OF 15 WSDOE BMP UST: CONTRACTOR SHALL HAYS A COPY OF THE PROJECT SwPPP ONSITE AT ALL TIMES DURING CONSTRUCTION. SEE SMPPP FOR LISTED DMPS. OCONSTRUCTION ENTRAILCF-BYp C105 CONTRACTORSHALL INSTALL 15FIWIDECONSTRUCIIONENTRANCEYXIT USING. TOB INCH MINUS QUARRY ROCK 12 INCHES TRICK PER WSOOE FIGURE 114.2.12. LRUSHEDCONCRETE WILL NOT BE ALLOWED. PLACE WOVEN MOTEMILEWRM A GMBIENSILESiRENGTHOIIWPS11F50 SO1LSME \ \ ]U. �•/// /// ENCOUNTERED, 'ROAD IFNDTH PERpLV1.CIXiTMCTOR SNAIL REMOVE \ \ �� ALL SILT FENCING ONCE THE PI101ECi IS CMIPlETE00fl DETEMIINEO TORE STABILQED BY THE PROJECT ENGINEER. QCO WRETEWASHOUTAREA-BMPCIP, \'" IP CONTRCTOR SHALL PROVIDE THE CONCRETE WASHW f AMAM THE LOCAVWSHOWNONTIEMPROVEOTESCP S.CMTRACTORSLIALLUSE/// " ... l QYE OFTNE iWOOPOONG SHOWNON W5O0EFlWRE IN.I )A WASHWi 1\ . - / AREASHAU-MAMINIMUM 10FOOT %16FOOTSOUARE.CONIRALTOR SILLLL \C. MAINTNN THE BMPTHROUGHOUTCONG1RUCilON N10 REMOVE WASHWT WATER AS NEEDED DURING RHE WRIER MONTHS. CLEAN ALL CONCRETE TOOLSOVERTIE \ y / WASHOUT AREA NO WASHOUT AREA WATER MAY ENTER THE GRWND, SURFACE G ONSITE STORMWATER SYSTEM. •g \• \ P _ ✓• '� //.` / IP STORM BRAIN INLET PROTECTION - BMP C'J20 d - .L P / CONTRACTOREINLET PROTECTIONONALLN CATCH INUETS ALL MITTING CATCH MEWS O WTHINLLK50RELEIV F / "LETPROMCOMMAILONMIDPLANREMORHBMPS G/ ONCE THE SIMISDETERMINED TORSTABILIZEDBY LHEPROJECTENGINEEA OSILT - amp CONTRACORSMALING INS AND Vff; EFIGUR SMALL INSTALL ALL SIL T FE ALT FENCING ALONG TMPROWD RING SC LIMITS BEOWSDDf FIGULORLSE1 TTFENCIRINO L1AlITB 511AL1 P OJECT SI BEORMGEINCOLOR SEE PROJECT SWPPP FOP SILT FENCING SPECIFlCATONS. // OWATTLES-OMPCI35 '. .:"t`^ e' j.f / CONTRACTOR SNAIL PROVIDE WATTLES PER APPROVED MAC PLAN AND %SDRC FIGURE IIA.211. Ile / APPROVED FOR CONSTRUCTION / 6 / / eY: MCFDI O PAM ]GBS / MVYFL111W a 0 e 3 z z J U U W � J a z U Z 25 Z O-0 N Q °0 W KQ U K~ 2 0. W 20 W W F N 0: /ONALtiMOY�bp c C Fwc, W G a � c cnmw°tlw.P. .IDB RUMEER 18025 MAMNG NAME 18025 C2.1 ECPL C2x1 4 OF 15 NOT to SCALE Typical V—Shaped Channel Cross—Section ,m NNImYm L.N cnd WN 0 O Q naggNq e" , Ce td �/��✓v S}vy Rod / .,: 150 zxSnm) eerm 'a'. a mA Plnallc sanabW Aa - ' Q A aAIu4r FebN.im a— Typical Parabolic Channel Cross—Section 0 0 o ID0mSactionAA_ANRPlan MF9 N.N aa,no Type"Below Grade"IreII t= b ...d,W ORO/�ii ` :/" bso-xx5mm)\ eamtnlm 1pninly Tobric 1" NFIw pmalalll"IlnlnCh—elLN« whemgvdlly -1H 6 elr Iwaln N Typical Trapezoidal Channel Cross—Section puFnaw Su v«Le 4• lesemn qmn. Nvin: IY mM. W AA�' 1. onW.er men - 7:17S2 11' mFbnwn InieYna �:Sactlon Be 10 mi plaallc .1doOWewi ebemel3' (W�,.-��i/' 212nnNq.LEU vl toelle. buIFF9 dYn0 P18ex. II le NI _tlmdeE 4,rcreaa/egra. aeemea .1 ..ten Cn l Rork rwgn6.tFVma mlrpnTe a gro.N el Waemu... ma.nlw I« I,'eoee,� Type "Above Grade" WHIR Wood Planks bet .nod a. eea. F4. 1Ml rvedl Ere.. NOT ro seME NOT TO seuE Figure 11 —4.1.1 Figure Lined .7 Figure Washout Stabilized Construction Typical Grass—Lined Channels Concrete Washout Area eEPARTNENi OF Entrance DEPARTMENT OF Jun• 2015 ECOLOGY R..a....i®w...n..w•A.wrv+A•,+r«imw YOECOLOG R.µ..wN4AM.W...Y..ipoMapppiNm'bragtyJrvdu lMyM pmNYm4 ECOLOGY R.w..wwpr«m..r...P..an.IstAm+F.Pv,~pN�,.s.Fmw:vw,mN.bw. Sul. el W.0..... 4a4d.n"d4tlF1y,W6adimr. IRO.e1 Waanlnel. FnLrmanNMl..tldWlmN. 51.ie of wa. n:neiv Fm4rm «AWIrv.WEntlaFw. ADAPTER SKIRT (FM PERFECT FIT) �REIRIEVAL 1 — 48• ��SiRAP I1� JG- T T1 UNDERFLOW i OVERFLOW DISCHARGE (TO BYPASS PEAK STORM 24' VOLVMEB) 1 GEOTEKTILE FABRIC (CONTRACTOR TO INSPECT AND CLEAN A MINIMUM OF EVERY TWO WEEKS.) CATCHBASIN INLET PROTECTION DETAIL M's. TEMPORARY EROSION AND SEDIMENTATION IIH.-(L'bn) JofiN In filer IMNC Noll be plk•d el ppata Uee .4ae., ,nre Teinga w �. I , aT�\ -� .VTIY3✓ CONTROL STANDARD NOTES: .9ulMen! l0 lleN InSrle � � m pedsx• ewr a cY..ne w - THIS PROJECT DOES NOT REQUIRE A NIMES . n m.naom sv.. mla IFplw.a aonq vAdMcenl ala l tlq. [ .mlWre !' fAd111'111, 111 (TESC) PLAN DOES NOT CONSTIIUM AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND 10 - 25 (3 -Cm) 41nbnYm- 1� i 66. mo' VenN U / T Sppcln9 Pen aw. aa. Yn .e NwnaadIXta e'' i� ww Y.i' .o"E poem.•I°P° bpdig la YVd A.d Imw peals, equi-Itni �smim.nlwq.nle m^..a �m•IW� a n.e a..aa . eeplmm I.. In. ral.. .qulwl.nl. n e1Pn—E .VwgN mbrk Y.etl TME IMPLEMENTATION OF THESE MSC PLANS AND ME "I., b (` N.Fa IrmN IM I. Nth n.11n c11 o "a tar «., um4num ? `moi. �I•. P sima`i` (25. 25nm) venrn Y 1 NO, sVaw Y.3' veM pmm, ral Famm1 rryu5ee Ne 0 ..m.nt .nd tletl mncea mla, w NOT TO SLATE scum .IVFFq vl Ne rdl N v VmrA. J' - Y OS-liinm) Deep, auq m .mlwrc. Runvll mus! NOr i0 SCALE Figure CONSTRUCTION IS COMPLETED AND APPROVED Figure .14 Silt Fence Fence' Wattles ales OEPANTNENi O RMena WtOw z014 D, RI l2015 ECOLOGYDEPAp ECOLOG w.a....A'WA*`e.q...w�Eroniwro�+rwmmlaAlwawwMpemawwa. w......nlma"...er...wNEmnwANdr«ww+almdwFwanvwm+ww sul..i w.anmpm b"0.•.e d4NPo.w d.r✓,n.. sm. elwnnlnal Immeo. duablAr..Me.aww. ADAPTER SKIRT (FM PERFECT FIT) �REIRIEVAL 1 — 48• ��SiRAP I1� JG- T T1 UNDERFLOW i OVERFLOW DISCHARGE (TO BYPASS PEAK STORM 24' VOLVMEB) 1 GEOTEKTILE FABRIC (CONTRACTOR TO INSPECT AND CLEAN A MINIMUM OF EVERY TWO WEEKS.) CATCHBASIN INLET PROTECTION DETAIL M's. TEMPORARY EROSION AND SEDIMENTATION CONTROL STANDARD NOTES: THIS PROJECT DOES NOT REQUIRE A NIMES CONSTRUCTION STORMWAMR PERMIT FROM WSDOE. APPROVAL OF THIS EROSION/SEDIMENTA110N CONTROL S (TESC) PLAN DOES NOT CONSTIIUM AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS. PIPES, RESTRICTORS. CHANNELS. RETENTION FACILITIES, UTILITIES). TME IMPLEMENTATION OF THESE MSC PLANS AND ME CMSMUCRM, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITES IS ME RESPONSIBILITY a ME CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED a AND 4EGETA11ON/LANDSCAPING IS ESTABLISHED. ME BOUNDARIES OR ME CLEARINGTU UNITS SHOWN ON O THIS PLAN SHALL BE CLEARLYLYRAGGED IN FIELD ION PRIOR TO CONSTRUCTION. DURING THE CME DISTURBANCE BEYOND TME FLAGGED PERIOD, v LI E FLAGGING CLEARING LIMITS SHALL BE PERMITTER. URGING m r TO SHALL BE MAINTAINED BY ME CONTRACTOR FOR ME Ip DURATION OF CONSTRUCTION. THE TESC FACIURES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND SA GRADING ACTIVITIES, AND IN SUCH A MANNER TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN ; WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. THE TESC FACILITIES SHOWN ON THIS PLAN ARE ME MINIMUM REQUIREMENTS FOR ANTICIPATED SIZE CONDITIONS. DURING ME CONSTRUCTION PERIOD, Z THESE TESL FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXIFECTED STORM EVENTS AND TO ENSURE THAT 0 SEDIMENT AND SEDIMENT -LADEN WATER 00 NOT LEAVE y ME SITE. W ME MSC FACIUTIES SHALL BE INSPECTED DAILY BY THE CONTRACTORS CESCL AND MAINTAINED AS NECESSARY w TO ENSURE MEIR CONTINUED FUNCTIONING TO MAINTAIN D. DISCHARGE WATER QUALITY. D. THE ESC FACIUTIES ON INACTIVE SITES SHALL BE Z INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN ME 48 HOURS FOLLOWING A MAJOR STORM EVENT. AT NO TIME SHALL MORE MAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WMIN A MAPPEO CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIM TO PAVING. J N ME CLEANINGN SHALL NOT FLUSH SEDIMENT -� LADEN WATER INTOTO ME ME DONNSiREAM SYSTEM. Z w r W LL STABILIZED CONSTRUCTION ENTRANCES SHABE INSTALLED AME BEGINNING OF CONSTRUCTION 0 O0 0 AND MAINTAINED FOR DURATION OF ME PROJECT. ADDITIONAL MEASURES MAY BE REWIRED TO Z Z Q INSURE MAT ALL PAVED AREAS ARE KEPT CLEAN FOR O ME DURATION Of ME PROJECT. W 0 Of - W 0 Z T.E.S.C. BMP CONSTRUCTION SEQUENCE: BEFORE ANY SITE GRADING ACIINRES BEGIN: 1. INSTALL ORANGE PERIMETER SILT FENCES. r -Y 22.'CCONS CT STABILIZED CONSTRUCTION ENTRANCE AND PROTECTED ASPHALT '�'( 3.l$SIGNATE UNITS DF PERVIOUS p'l EA. n LFEA. ST SITE INSPECTION BY MURSTON COUNTY. P AFTER GRADING NEONS: _ S.COVER VER OR MULCH ONSITE MA SGL STOCKPILES. O 12Y ANOND PERMANENT sEEGNG AS 6. PROVIDE IEMPR0M NEEDED. / ),JNSTALL UNDERGROUND UTILITIES. sIL4�cN /ONN, eWO STALL ROOF GRAINS AND LEADERS TO PERVIOUS ASPHALT SECTOR. M ILINSTALL NEW PARKING LOT BARRIER CURBING D ONSITE SIDEWALKS. SIOEWAIRS. MO IRRIGATION MOUND a INSTALL LANDSCAPING C Q -, AP +BUILDING PER APPROVID PLANS. PER �` II "CAVATE AND PREPARE ASPHALT DR" FINAL WA SECTION MO ROOF DRAIN PERF. SYSTEM. 7 FINAL GRADE MO PAVE ACCESS ROM AND PAINTING a) EAR PERVIOUS ASPHALT. } 1 1 DO NOT STOCKPILE LANDSCAPE MATERIALS ON NOT PERVIOUS ASPHALT UNLESS IMPERMEABLE LINER IS USED. F C_ 14. REMOVE ALL TEMPRCRY CONTROL 914M MEAS UNTIL FINAL STABILIZATION. 15. MONITOR STABILIZED C a W 4 � z 20 Ba N W O s� E ao•nmMow WL CNB06a::_ OB Onann 18025 ORANWG NAME APPROVED FOR CONSTRUCTION 18025_C2.2-ECND C2.2 on aacl6R rc PIAF c.c vatts 5 OF 15 N I - SEE SHEET C3.2 I Structure Table 6lruvt ieme 4 s 5trvclma N.ms Details Structure N.m. - . _.. Details IE 359.50 RIM 337.22 RIM - 338.94 1 N: ]32192 NJ630.38 TWE I E: 25425.74 CB Y8 1 E. 25748.9 DRAINAGE 'V, OITCH I^C��,4''� 11 INV OUT (N) - 335.40 TWE I INV IN (S)= 335.83 3:1 SIDE SLOPES (TYF'.) E/T`^- I 11 SCALE: 1'=I(1 FEET I INV OUT (NE) = 335.83 I IIb RIM 336.53 C -129' II'. HDPE 6 1.01% 0 15 30 60 N:7377.60 R336.373J6.Y 4r fC 313.3/ r .H ICE 25419.44 N: 7677.62 / TYPE 2 E: 1 INV IN (S)= 335.12 CB9 E. 25610.07 1 INV IN (NE)= 335.70 TWE 1 INV IN (SW)= 334.56 /I INV OUT (W) - 333.92 INV IN (K)= 3}4.% +/ \ FC 335.98 I V Ln INV OUT (NE) - 334,56 \ RIM = 339.15 ` \ N: 7409.92 RIM = 336.75 I _ CS /} : P25480.80 GB d10 N: 7616.49 r \\ \ TWE 1 I INV IN (NE) 336.60 TWE I E: 25868.26 'I INV IN (SE)= 336.60 INV OUT (NW) 334.98 I INV OUT (SW) = 336.60 OQv \ I HLB r I RIM;7,334.17 334.17 ,�3 \\ O�Fi / RIM = 339.25 N:7748.76 \ I I ( CB d4 N:7370.83 GB III E 25683.11 ( •LF, I r I TYPE i 825509.00 TWE I INV IN (SW)= 33230 \ CB n2 INV OUT (NW) - 337.13 i INV OOT (NW) = 331.97 (- M a ]39.80 RIM }32.96 JJ DRAINAGE 'v' DITCH N: ]4]2.32 N: 784]..4] \ G34 `1 3:1 SIDE SLOPES (M.) CB 05 E: 25599.27 CB d/2 825]5] 71 \ V f TYPE 1 INV IN (S)= 337.27 SPILL CONTROL M H INV IN (SE)= 330.80 \ I II w a INV OUT (SW) = 33].2] INV OUT (W) = 330.80 ` 4 •1 l RIM - 339.53 RIM = }}620 I CS W N: 7387.45 CB Y13 N-7281.22 \ w TYPE 1 E: 25817.40 TYPE 2 BEEHIVE OVERFLOW GRATE E:25439.fi5 \ wm ` I1 e. INV OUT (N) - 337.70 - INV OUT (NW) = 333.70 \\ \ \ o i \ \ I' RIM - 338.23 RIM - 333.50 \ OB Y7 N: 7556.84 CS /14 N:7664.56 O -� ( TWE 1 E:2576050 TYPE 2 BEEHIVE OVERFLOW GRATE 825928.31 \ \ r I INV OUT (N) - 33620 INV OUT (NW) - 331,130\ ` 4, � FG 334.42 i C5.48 •, / 2 q MATCH Ex.^I _ IE 333.82r - m e •� _ .',Y I 20' 12'0 HDPE 0'0,50% , ( `03• /1 ]8' WO HDPE 01.64% t 69• B"o HOPE PIP. O 1.30% r I1 4 I CS d2 s I FC 34L20 CB / 1 CB 0 1 ` I E D 2.22% j r \ 1' 8'0 HOPE O 0.50% 1 \ � �� I FG .531.6 B"0 Hp CB Ytt 56' e'n RUPEI6 0.50% • • r i EG FG7]J9: �6\11'C361' C 339.3pQ 88 FC 338.67' FC 340. FG 340.81- ]4' 8"0 HOPE O 0.50R \I\ 1 fC 319 91 FG 33856 �m FG 3,\1 .2]\ '\ FG\335 J6 EG 337.89 r + CO q5 11 \ \FG ' 7 :• 46' 8'O HDPE PIPe O 1.IOR - _ _ I ( "FC.3JB.B] \J s o m I,I .3-ttt :.:ce h:[ell fc 39.550 - \ 7tr "I ri I > t 1 0 FG 535.]8 26' LONG x 4' WIDE x 3' DEEP 4 rFGG9.92 7 ` mINFILTRARON TRENCHIcSAMATCH Ex. I! 1I i FG 3]8.5! OFFlCE 0.15 1 O wJ �����'4 EG 341 SB o 1 FG }}6.16 I��28' LONG, x 4' Y4DE . 3' DEEP_, 1 I EF. 33 .5 1 IC94 FG 337.22 RICE 1 DO NOT tNFIITRATIDN MENCII / m o Ir 340.5 I n N I FC 335.68 CONSTRUCT DEFFmiEDf 7 10' fi O. A PVC tl OU9- / I I �`+. -�B7 8'O HDPE PIE. O 050%.:: � LB q SiORACE 16 DO NOT /4 1 v fP. 339.0 1 14' 6'0 PVC O 0.00% 4(T CONSTRUCT n I u / II _ -' `C 340.40 FC 341 51 FC 341..73 CB i F.F.337.0 •CB dl4 ,I 1 c •. CR N13 I t FG 340.04 I 1� 340.111 i FG I3 FG 34 .-..... ....: ,x/ / - I FG 337.45;0.43 �i .. .. .. ..: :... e ® SHOP u n •O Ir FC 340.35 FC }10.45 g G 340.08 Y FC 341.21 ' JJ I CB Y6 F B 7 u •:: r�1 O •1, }4091 : .1::'r:... FG 33745 I ::. _ ' �.• - �-- r __MATCH E% MATCH E% . NORTNEWN PACIFIC RD NW .x, 0 2'T3' 2531.1 4 0 vn 9R:GM tlR9%@5 vnT[r 1 941.64 - 6 / / 1 500' LONO x 3.9' WIDE INFILTRATION CELL BOTTOM ELEV. 327.5 SCALE. 1"=30 FEET 0 is w 60 h 21 "DE EMERGENCY VERFLO ELEVATION - 330.5 / aO�OhoC�� !; P; Q2 / / J28 J29 33� 331. 310 / / i / 543' LAG x 6.5• - e / 0Y�Q44 QOh`0 9 = BOTT PON CEI-1- BOTTOM ELL C10 / ��1yO. -BOTTOM ELEV. - 329.5 / 1 y"9y Y !! - / / / / ' I 21 NOE INTERNAL SPILLWAY ELEVATION / � 1 ! / 1 _ DRAINAGE "V• DITCH ✓ 1 r 11 SIDE SLOPES (TPJ .. • - m GRAVEL YARD STORAGE AREA - • 1 STRIP TOP 4" SOD AND FINE 1 ryyy'ry y+b°� •5 _ ` / �\ GRADE. ADD CSBC AS NEEDED. p / 1 / 1 \ / I / / 1 / / _ 1 /kom— 532'LONG ¢ 4.6' WOE ;. 520' LONG x B WOEINFILTRATION CELL - -BRIORETENTION CELBOTTOM ELEV. 327.0 --- BOTTOM ELEV. 329.0 RAINAGE "V' DITCH - -21 TION INTERNAL 6PILlWAY et - ] 1 SIDE SLOPES TYP. ELEVATION - 330.0 C14'' '( )_ 329 330 331 - ��-- -`J3t- - 330 ! �—•'_`"_ JJO 129 -331 9 e 55 E - 32] 328 329 33D 329 328 1� ) '"-"'APPRLVEO FRR LLXITRIILTION -' 1 S 34331 E 1245.18 CALC (t245.99 Pf AT) - _ iZ �/� - / ,_ m - __<t R 2 u n Y VI 3 U' Z U } U W K K a z Iri U z z5 z ow a � o > ❑ z a 1 \� roNLL.tW° w C aQ. `41 a 'r.' f W C a W = RW W A N � O i ! naN B 180255 g 31 NNE 18025S 1.2 GOPL C3.2 7 OF 15