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CULVERT UNDER EXISTING GRAVEL DRIVE <br />(APPROXIMATE LOCATION) <br />LEAN OR REPLACE EXISTING CULVERT) <br />PROVIDE RIP RAP OUTLET PROTECTION AND <br />LEVEL SPREADER TO DIFFUSE FLOW FROM CULVERT <br />NOTE: <br />OFF-SITE WORK IN THIS AREA REQUIRES APPROVAL OF THE ADJACENT <br />PROPERTY OWNER. APPROVAL OF THIS PLAN AND RELATED <br />DRAINAGE REPORT IS CONTINGENT UPON RECIEPT OF THIS APPROVAL. <br />IMPROVE SWALE ALONG EXISTING GRAVEL DRIVE <br />TO CULVERT UNDER GRAVEL DRIVE <br />EDGE OF GRAVEL ROAD <br />EMERGENCY OVERFLOW SPILLWAY <br />1ELEVATION = 58.8 <br />FLARED END SECTION W/ RIP RAP OUTLET PROTECTION <br />INV.=55.0 <br />24.5 LF 12" STORM AT 1.63% <br />POND OUTLET STRUCTURE <br />WATER QUAUTYSTRUCTURE <br />(NY. OUT=55.4 <br />EXISTING <br />PUBUC SERVICE <br />CO. EASEMENT <br />EAST 1/4 CORNER <br />SECTION 5, T 1 S. R 69 W <br />- 83'55" . w --• <br />lE <br />ar <br />DETENTION POND <br />55 <br />OTAL PROPERTY ARE <br />CLUDES LOT 1, 2, ;. , <br />= 5.37 ACRES <br />AND OUTLOTS C & <br />FF/TOF=62.0 <br />PIP • R• <br />�•WNSPOUTS <br />TOP OF BERM ELEV.=59.8 (TYP.) <br />515` <br />v7 <br />5 <br />RUNOF <br />RUNOFF I S <br />2 YR s YR 100 YR <br />U <br />157- <br />WQCV VOL. <br />5.48 <br />0.05 0.29 <br />0.16 i. <br />0.0 0.19 <br />x.11 0.61 1.• <br />2.91 6.17 11.23 <br />0.10 •. 4 1.73 <br />1.98 3.60 <br />0.52 2.79 9.04 <br />. 2 <br />0.93 <br />2.80 <br />0.62 <br />FLARED END SECTION <br />21.8 LF 15" STORM <br />AT 0.5% <br />357■ Or <br />INV=56.00 P <br />Taf <br />PROPOSED 10' <br />urc EASEpENT <br />5 9.6 N60.0 <br />INLET #5 <br />STORM INLET <br />GRATE - 59.0 <br />INV. - 56.43 <br />FLARED END SECTION <br />INV.=57.5 <br />61.5 <br />1- <br />62.0 X <br />-� <br />0.07 INLET #1 <br />TYPE R INLET <br />mi -simitlypeesisLliseimma NI at a ® ® Eli® <br />INV. OUT (NW)= 56.31 <br />POND SU <br />W.S WW S.E.1Qa 10YR REL 100YR REL 10YR VOL 100YR VOL <br />57.9 58.8 0.699_SEc <br />WQCV W.S.E = WATE <br />,19 12,423 CF <br />ALITY CAPTURE VOLUME WATER SURFACE ELEVATION <br />I 45.0 LF 15" STORM <br />►--� AT 0.5% <br />INLET #2 <br />TYPE R INLET <br />GRATE - 59.25 <br />INV. IN (SO= 56.64 Q <br />OUT (N)= 56.44//6'! <br />b0.0 <br />'h <br />U) <br />1 <br />t <br />CURB �U <br />INLET <br />TORN <br />GRA <br />IN <br />29.0 LF 12" STORM <br />AT 0.5% <br />(PRIVATE) <br />I r) <br />03N <br />to <br />363 ---- <br />364 <br />5365 <br />02 <br />0.74 <br />�3 <br />u <br />05' <br />0101.111/. <br />N / / <br />294.15' <br />-t- <br />OUTLET PPE <br />BEYOND <br />• <br />• <br />• <br />• X 3 1/2"W OPENING <br />/ IN BO <br />(BBEEHIND PLAXTE) <br />/BOLT (TTP.) <br />"S454PLATE 8" DICK <br />7.2" DIA. HOLE <br />N STEEL PLATE <br />EL - 55.40 <br />SECTION B -B <br />100 YEAR POND ORIFICE PLATE <br />H.I.S. <br />ti <br />LOT 2 <br />3 1/2"W XXRSRH <br />BOLT (TYP.) _41,10 YEAR ORIFICE INVERT <br />O ' <br />1/4" THICK <br />S1EEI. PLATE <br />o r. VAN (SEE D�) <br />O I <br />•0 <br />Pow SECTION B -B <br />Bo <br />(GRAVEL NOT SHOWN) <br />BOTTOM <br />INV. -55.50 <br />WA1ER CUAUTY / 10 YEAR ORIFICE <br />N.T.S. <br />100 YR ORIFICE PLATE POND SIDE SU <br />GRATE <br />10 YR WSEL-57.90 <br />10 YEAR ORIFICE AREA <br />10 YEAR wig INV. AND WATER (NATTY <br />CAPTURE VOUJME SURFACE ELEV-56.50 <br />COBBLES(1.5"-3") AGAINST <br />WATER QUAUTY ORIFICE PLATE <br />GRASSED POND. - <br />BOTTOM <br />FILTER FABRIC <br />BOLT HOLE(TYP.) <br />9I!IFICE INVERT <br />• <br />INV. -56.50 <br />0 <br />3/4" HOLES DRILLED <br />AS SHOYMI(TYP.) <br />0 <br />• •. FIRST HOlii <br />INV. -55.50 <br />5• 5 <br />10" <br />WATER QUAUTY ORIFICE PLA1Fx <br />N. I.S. <br />100 YR ORIFICE PLATE <br />1 <br />WATER QUAUTY ORIFICE PLATE <br />(SEE DETAIL) <br />POUR CONCRETE INVERT <br />IN BOX BOTTOM <br />INv, <br />55.40 <br />WATER QUAUTY <br />ORIFICE PL IE <br />SEC1IdN A -A <br />N.T.S. <br />=UT Q9LJCTUR <br />\SEE 2'x2• INLET <br />STRUCTURE DETAL <br />(GRAVEL <br />��NOT <br />SHOII1) <br />N.T.S. <br />DAVID S ON HIGHLINE <br />i <br />N <br />T <br />4" <br />24" <br />PLAN <br />24" <br />44L*4\-. <br />P . U . D . <br />EXISTING TOP OF BANK <br />NOTES <br />LOUISVILLE OP <br />I _ <br />TLOT A <br />364 <br />1. GRADE AWAY FROM BUILDINGS AT A MINIMUM 10% SLOPE IN THE FIRST 10 FEET <br />AT LANDSCAPE AREA AND AT A MINIMUM 2% SLOPE IN THE FIRST 10 FEET AT <br />IMPERVIOUS AREAS, EXCEPT AS NOTED. <br />2. GRADE ADJACENT TO BUILDING SHALL BE AT LEAST 0.5' BELOW TOP OF FOUNDATION AT <br />LANDSCAPE AREAS. <br />3. THE EXISTING SITE INFORMATION AND EXISTING TOPOGRAPHY SHOWN ON THESE DRAWINGS <br />IS BASED ON THE IMPROVEMENT SURVEY PLAT OF 255 NORTH 96TH STREET, BY <br />FLAGSTAFF SURVEYING, INC.. <br />4. THE BENCHMARK IS THE BONNET BOLT ON A FIRE HYDRANT ON THE NORTH SIDE OF <br />SOUTH BOULDER ROAD, WEST OF THE DIAMOND SHAMROCK, MARKED WITH AN "L". <br />ELEVATION = 5357.94, CITY OF LOUISVILLE DATUM. ADD 5300 TO ALL SPOT ELEVATIONS. <br />HEAVY DU1Y <br />24"SQUARE CAST IRON GRATE <br />(NEENAH TYPE R -3402-E. <br />A COR N0.7202410 <br />OR APPROVED EQUAL) <br />•. INLET SHALL BE MANUFACTURED BY <br />AMCOR OR APPROVED EQUAL <br />CONTRACTOR MAY CONSTRUCT A CAST I4 PLACE <br />REINFORCED CONCRETE INLET STRUCTURE <br />IN WEU OF PRECAST INLET. IF DESIGN <br />MATCHES THE SPECIFIED STRUCTURE AND <br />IS APPROVED BY THE OWNER. <br />NOTE THICKNESS <br />FORSCAST IN PLACE ON. IlElit.o0 <br />0 <br />/ a ' . <br />• 7"------4.e.„--4-^/ ,i <br />SECTION 4-A <br />CONTRACTOR SHALL MAKE PPE <br />CONNECTION OPENINGS AS REQUIRED <br />IN THE FIELD AND SHALL POUR NEW <br />CONCRETE INVERTS IN THE INLET <br />AFTER THE PIPE TE -INS HAVE BEEN MADE. <br />THE POURED INVERT SHALL HAVE A MIN. <br />SIDE SLOPE OF 1" PER 12". <br />INLET STRUCTURE <br />N.T.S. <br />8" THICK BED OF <br />3/4" CRUSHED <br />ROCK <br />1.5' MIN. <br />050-8" TYPE VI. RIP -RAP <br />I("EAR1HEN-TONE" RIP -RAP READ.) <br />�e ♦moi •e O � <br />j • • • 44 `� <br />ee SII tJ «s SII <br />RIP -RAP <br />RUNDOWN DETAIL <br />NTS <br />O <br />O <br />IMI <br />50' DAVIDSON HIGHLINE DITCH EASEMENT <br />(FILM 1645, REG. #1066697) <br />56 <br />LbGEND LOT 1 <br />356 <br />62.5 <br />x <br />Fr <br />NW Mal 1212 NW <br />III i®III III OEiE®® <br />H <br />23.5 <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />PROPOSED SPOT ELEVATION <br />EXISTING SPOT ELEVATION <br />PROPOSED FUTURE FLOW DIRECTION <br />PROPOSED FLOW DIRECTION <br />PROPOSED DETENTION POND <br />FINISHED FLOOR/TOP OF FOUNDATION ELEVATION <br />HISTORIC SHEET FLOW <br />HISTORIC DRAINAGE BASIN BOUNDARY <br />PROPOSED BASIN BOUNDARY <br />a a PROPOSED SUB -BASIN BOUNDARY <br />HISTORIC DRAINAGE BASIN DESIGNATION <br />AREA IN ACRES <br />PROPO:TED BASIN DESIGNATION <br />AREA IN ACRES <br />PROPOSED SUB -BASIN DESIGNATION <br />AREA IN ACRES <br />RIP RAP <br />P-55 F&#7 <br />C_5'E6Y) <br />Scale: 1" = 30' <br />0 15 30 60 <br />V) <br />111 <br />11 <br />I I <br />11 <br />It <br />DITCH <br />'•- HEADWALL <br />1111 <br />36167 <br />1 <br />se yr1 <br />IO <br />O <br />EXISTING DITCH I <br />RE -ALIGNMENT EASEMENT <br />itzt <br />Lu <br />GRADING AND DRAINAGE PLAN <br />SUMMIT VIEW SUBDIVISION P.U.D. <br />PROFESSIONAL PARK <br />LOUISVILLE, COLORADO <br />\Jr <br />Designed oy <br />Drawn by <br />Checked by <br />SCOTT, COX & ASSOCIATES, INC. <br />consulting engineers • surveyors <br />1530 55th Street • Boulder, Colorado 80303 <br />(303) 444 - 3051 <br />RGB Date Scale <br />RGB <br />CRH <br />Survey Sheet <br />2/28/00 1"=30' Page <br />Revision Description <br />1 RL.VISED SITE PLAN <br />2 CI,Y COMMENTS <br />3 REVISED SITE PLAN <br />4 CITY COMMENTS <br />5 REVISED SITE PLAN <br />6 LOT UNE AND STORM <br />7 DRAINAGE & SITE PLAN <br />5 of 6 <br />Date <br />04/25/00 <br />06/13/00 <br />08/2/00 <br />10 5/00 <br />11/21/00 <br />12/2g /00 <br />1/23/01 <br />odr <br />Drawing no. <br />00218-2 <br />Project no. <br />00218A <br />8VSLO H38Wf1N AO 8301038 <br />NOI1V1:1Od1:100 01OH NVId <br />• <br />VINdOdI1VO '3NIAEll <br />8B8Wf1N ONMVUO <br />1 NO 1NNWAO <br />CD <br />r*, <br />3NtlSIH1 NO Mad <br />8VSLO 83131NIlN A6 8308038 <br />8VSL0 8313IN0N AEI 8308038 <br />8VSLO 8381411N AEI 8308038 <br />NOI1VbIOd1j00 O1OH NVId <br />• <br />VINHOJIIVO '3NIAUI <br />NOIIVHOd1:100 OIOH NVId <br />• <br />VINEIOfI1V0 '3NIn81 <br />NOLLV8OdU00 ❑10H NV1d <br />VINHO IIIVO '3NIAI JI <br />a38W(1N ONIMVHO <br />L991AI(lN ONIMdEIO <br />m <br />0 <br />0 <br />(TR <br />0 <br />00 <br />NOISIAId ens MJIA limns <br />.� <br />$ <br />0.20 <br />0 <br />59.8x <br />_ <br />OTAL PROPERTY ARE <br />CLUDES LOT 1, 2, ;. , <br />= 5.37 ACRES <br />AND OUTLOTS C & <br />FF/TOF=62.0 <br />PIP • R• <br />�•WNSPOUTS <br />TOP OF BERM ELEV.=59.8 (TYP.) <br />515` <br />v7 <br />5 <br />RUNOF <br />RUNOFF I S <br />2 YR s YR 100 YR <br />U <br />157- <br />WQCV VOL. <br />5.48 <br />0.05 0.29 <br />0.16 i. <br />0.0 0.19 <br />x.11 0.61 1.• <br />2.91 6.17 11.23 <br />0.10 •. 4 1.73 <br />1.98 3.60 <br />0.52 2.79 9.04 <br />. 2 <br />0.93 <br />2.80 <br />0.62 <br />FLARED END SECTION <br />21.8 LF 15" STORM <br />AT 0.5% <br />357■ Or <br />INV=56.00 P <br />Taf <br />PROPOSED 10' <br />urc EASEpENT <br />5 9.6 N60.0 <br />INLET #5 <br />STORM INLET <br />GRATE - 59.0 <br />INV. - 56.43 <br />FLARED END SECTION <br />INV.=57.5 <br />61.5 <br />1- <br />62.0 X <br />-� <br />0.07 INLET #1 <br />TYPE R INLET <br />mi -simitlypeesisLliseimma NI at a ® ® Eli® <br />INV. OUT (NW)= 56.31 <br />POND SU <br />W.S WW S.E.1Qa 10YR REL 100YR REL 10YR VOL 100YR VOL <br />57.9 58.8 0.699_SEc <br />WQCV W.S.E = WATE <br />,19 12,423 CF <br />ALITY CAPTURE VOLUME WATER SURFACE ELEVATION <br />I 45.0 LF 15" STORM <br />►--� AT 0.5% <br />INLET #2 <br />TYPE R INLET <br />GRATE - 59.25 <br />INV. IN (SO= 56.64 Q <br />OUT (N)= 56.44//6'! <br />b0.0 <br />'h <br />U) <br />1 <br />t <br />CURB �U <br />INLET <br />TORN <br />GRA <br />IN <br />29.0 LF 12" STORM <br />AT 0.5% <br />(PRIVATE) <br />I r) <br />03N <br />to <br />363 ---- <br />364 <br />5365 <br />02 <br />0.74 <br />�3 <br />u <br />05' <br />0101.111/. <br />N / / <br />294.15' <br />-t- <br />OUTLET PPE <br />BEYOND <br />• <br />• <br />• <br />• X 3 1/2"W OPENING <br />/ IN BO <br />(BBEEHIND PLAXTE) <br />/BOLT (TTP.) <br />"S454PLATE 8" DICK <br />7.2" DIA. HOLE <br />N STEEL PLATE <br />EL - 55.40 <br />SECTION B -B <br />100 YEAR POND ORIFICE PLATE <br />H.I.S. <br />ti <br />LOT 2 <br />3 1/2"W XXRSRH <br />BOLT (TYP.) _41,10 YEAR ORIFICE INVERT <br />O ' <br />1/4" THICK <br />S1EEI. PLATE <br />o r. VAN (SEE D�) <br />O I <br />•0 <br />Pow SECTION B -B <br />Bo <br />(GRAVEL NOT SHOWN) <br />BOTTOM <br />INV. -55.50 <br />WA1ER CUAUTY / 10 YEAR ORIFICE <br />N.T.S. <br />100 YR ORIFICE PLATE POND SIDE SU <br />GRATE <br />10 YR WSEL-57.90 <br />10 YEAR ORIFICE AREA <br />10 YEAR wig INV. AND WATER (NATTY <br />CAPTURE VOUJME SURFACE ELEV-56.50 <br />COBBLES(1.5"-3") AGAINST <br />WATER QUAUTY ORIFICE PLATE <br />GRASSED POND. - <br />BOTTOM <br />FILTER FABRIC <br />BOLT HOLE(TYP.) <br />9I!IFICE INVERT <br />• <br />INV. -56.50 <br />0 <br />3/4" HOLES DRILLED <br />AS SHOYMI(TYP.) <br />0 <br />• •. FIRST HOlii <br />INV. -55.50 <br />5• 5 <br />10" <br />WATER QUAUTY ORIFICE PLA1Fx <br />N. I.S. <br />100 YR ORIFICE PLATE <br />1 <br />WATER QUAUTY ORIFICE PLATE <br />(SEE DETAIL) <br />POUR CONCRETE INVERT <br />IN BOX BOTTOM <br />INv, <br />55.40 <br />WATER QUAUTY <br />ORIFICE PL IE <br />SEC1IdN A -A <br />N.T.S. <br />=UT Q9LJCTUR <br />\SEE 2'x2• INLET <br />STRUCTURE DETAL <br />(GRAVEL <br />��NOT <br />SHOII1) <br />N.T.S. <br />DAVID S ON HIGHLINE <br />i <br />N <br />T <br />4" <br />24" <br />PLAN <br />24" <br />44L*4\-. <br />P . U . D . <br />EXISTING TOP OF BANK <br />NOTES <br />LOUISVILLE OP <br />I _ <br />TLOT A <br />364 <br />1. GRADE AWAY FROM BUILDINGS AT A MINIMUM 10% SLOPE IN THE FIRST 10 FEET <br />AT LANDSCAPE AREA AND AT A MINIMUM 2% SLOPE IN THE FIRST 10 FEET AT <br />IMPERVIOUS AREAS, EXCEPT AS NOTED. <br />2. GRADE ADJACENT TO BUILDING SHALL BE AT LEAST 0.5' BELOW TOP OF FOUNDATION AT <br />LANDSCAPE AREAS. <br />3. THE EXISTING SITE INFORMATION AND EXISTING TOPOGRAPHY SHOWN ON THESE DRAWINGS <br />IS BASED ON THE IMPROVEMENT SURVEY PLAT OF 255 NORTH 96TH STREET, BY <br />FLAGSTAFF SURVEYING, INC.. <br />4. THE BENCHMARK IS THE BONNET BOLT ON A FIRE HYDRANT ON THE NORTH SIDE OF <br />SOUTH BOULDER ROAD, WEST OF THE DIAMOND SHAMROCK, MARKED WITH AN "L". <br />ELEVATION = 5357.94, CITY OF LOUISVILLE DATUM. ADD 5300 TO ALL SPOT ELEVATIONS. <br />HEAVY DU1Y <br />24"SQUARE CAST IRON GRATE <br />(NEENAH TYPE R -3402-E. <br />A COR N0.7202410 <br />OR APPROVED EQUAL) <br />•. INLET SHALL BE MANUFACTURED BY <br />AMCOR OR APPROVED EQUAL <br />CONTRACTOR MAY CONSTRUCT A CAST I4 PLACE <br />REINFORCED CONCRETE INLET STRUCTURE <br />IN WEU OF PRECAST INLET. IF DESIGN <br />MATCHES THE SPECIFIED STRUCTURE AND <br />IS APPROVED BY THE OWNER. <br />NOTE THICKNESS <br />FORSCAST IN PLACE ON. IlElit.o0 <br />0 <br />/ a ' . <br />• 7"------4.e.„--4-^/ ,i <br />SECTION 4-A <br />CONTRACTOR SHALL MAKE PPE <br />CONNECTION OPENINGS AS REQUIRED <br />IN THE FIELD AND SHALL POUR NEW <br />CONCRETE INVERTS IN THE INLET <br />AFTER THE PIPE TE -INS HAVE BEEN MADE. <br />THE POURED INVERT SHALL HAVE A MIN. <br />SIDE SLOPE OF 1" PER 12". <br />INLET STRUCTURE <br />N.T.S. <br />8" THICK BED OF <br />3/4" CRUSHED <br />ROCK <br />1.5' MIN. <br />050-8" TYPE VI. RIP -RAP <br />I("EAR1HEN-TONE" RIP -RAP READ.) <br />�e ♦moi •e O � <br />j • • • 44 `� <br />ee SII tJ «s SII <br />RIP -RAP <br />RUNDOWN DETAIL <br />NTS <br />O <br />O <br />IMI <br />50' DAVIDSON HIGHLINE DITCH EASEMENT <br />(FILM 1645, REG. #1066697) <br />56 <br />LbGEND LOT 1 <br />356 <br />62.5 <br />x <br />Fr <br />NW Mal 1212 NW <br />III i®III III OEiE®® <br />H <br />23.5 <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />PROPOSED SPOT ELEVATION <br />EXISTING SPOT ELEVATION <br />PROPOSED FUTURE FLOW DIRECTION <br />PROPOSED FLOW DIRECTION <br />PROPOSED DETENTION POND <br />FINISHED FLOOR/TOP OF FOUNDATION ELEVATION <br />HISTORIC SHEET FLOW <br />HISTORIC DRAINAGE BASIN BOUNDARY <br />PROPOSED BASIN BOUNDARY <br />a a PROPOSED SUB -BASIN BOUNDARY <br />HISTORIC DRAINAGE BASIN DESIGNATION <br />AREA IN ACRES <br />PROPO:TED BASIN DESIGNATION <br />AREA IN ACRES <br />PROPOSED SUB -BASIN DESIGNATION <br />AREA IN ACRES <br />RIP RAP <br />P-55 F&#7 <br />C_5'E6Y) <br />Scale: 1" = 30' <br />0 15 30 60 <br />V) <br />111 <br />11 <br />I I <br />11 <br />It <br />DITCH <br />'•- HEADWALL <br />1111 <br />36167 <br />1 <br />se yr1 <br />IO <br />O <br />EXISTING DITCH I <br />RE -ALIGNMENT EASEMENT <br />itzt <br />Lu <br />GRADING AND DRAINAGE PLAN <br />SUMMIT VIEW SUBDIVISION P.U.D. <br />PROFESSIONAL PARK <br />LOUISVILLE, COLORADO <br />\Jr <br />Designed oy <br />Drawn by <br />Checked by <br />SCOTT, COX & ASSOCIATES, INC. <br />consulting engineers • surveyors <br />1530 55th Street • Boulder, Colorado 80303 <br />(303) 444 - 3051 <br />RGB Date Scale <br />RGB <br />CRH <br />Survey Sheet <br />2/28/00 1"=30' Page <br />Revision Description <br />1 RL.VISED SITE PLAN <br />2 CI,Y COMMENTS <br />3 REVISED SITE PLAN <br />4 CITY COMMENTS <br />5 REVISED SITE PLAN <br />6 LOT UNE AND STORM <br />7 DRAINAGE & SITE PLAN <br />5 of 6 <br />Date <br />04/25/00 <br />06/13/00 <br />08/2/00 <br />10 5/00 <br />11/21/00 <br />12/2g /00 <br />1/23/01 <br />odr <br />Drawing no. <br />00218-2 <br />Project no. <br />00218A <br />8VSLO H38Wf1N AO 8301038 <br />NOI1V1:1Od1:100 01OH NVId <br />• <br />VINdOdI1VO '3NIAEll <br />8B8Wf1N ONMVUO <br />1 NO 1NNWAO <br />CD <br />r*, <br />3NtlSIH1 NO Mad <br />8VSLO 83131NIlN A6 8308038 <br />8VSL0 8313IN0N AEI 8308038 <br />8VSLO 8381411N AEI 8308038 <br />NOI1VbIOd1j00 O1OH NVId <br />• <br />VINHOJIIVO '3NIAUI <br />NOIIVHOd1:100 OIOH NVId <br />• <br />VINEIOfI1V0 '3NIn81 <br />NOLLV8OdU00 ❑10H NV1d <br />VINHO IIIVO '3NIAI JI <br />a38W(1N ONIMVHO <br />L991AI(lN ONIMdEIO <br />m <br />0 <br />0 <br />(TR <br />0 <br />00 <br />NOISIAId ens MJIA limns <br />