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HomeMy WebLinkAboutWPO201600010 Plan - E&S 2016-02-27N L KNORTH J H N F F3 I C MONTFAIR PROJECT NARRATIVE K S ITE Z� DOYLES RIVER VICINITY MAP SCALE: 1 "=2,000' THE OWNER IS PROPOSING THE CONSTRUCTION OF A DRIVEWAY AND STREAM CROSSING. "NO -RISE" CERTIFICA71ON This is to certify that I am a duly qualified registered professional engineer li- censed to practice in the State of It is further to certify that the attached technical data supports the fact that proposed (Name of Development) will not impact the 100 -year flood elevations, floodway elevations, or floodway widths on (Name of Stream) at published sections in the Mood Insurance Study for (Name of Community) dated I (Study Date) and will not impact the 100 -year flood elevations, floodway elevations, or flood - way widths at unpublished crass -sections in the vidnity of the proposed devel- opment. Attached are the following documents that suppoort my findings: Signature: Title= {SEAL} I �yTH of o � -4 oo 6._' b Lic. No. 035223 0 Z / /2- 00(to �tv ON A L E�G� e D O.YLS RVE I WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET INDEX C1 COVER C2 LAYOUT PLAN S1 STRUCTURAL PLAN GENERAL NOTES SITE ADDRESS: BROWNS GAP TURNPIKE ALBEMARLE COUNTY, VA 1. OWNER: MAYBURY, KATHLEEN PATRICIA OR AGENT: BALZER & ASSOCIATES, INC. JOSEPH BRYANT CALHOUN III 1561 COMMERCE ROAD 1318 N WAKEFIELD ST SUITE 401 ARLINGTON VA, 22207 VERONA, VA 24482 PHONE: 540-248-3220 FAX: 540-248-3221 CONTACT: WILLIAM S. MOORE, PE 2. PARCEL INFORMATION TMP: 01500-00-00-01600 DB 4209, PG 626 ZONING: RURAL AREA PROPOSED USE: RESIDENTAIL ADJACENT LAND USE(S): RESIDENTIAL SITE AREA: 17.30 ACRES DISTURBED AREA: 0.16 ACRES EXISTING IMPERVIOUS AREA = 0.02 ACRES (12.5 %) PROPOSED IMPERVIOUS AREA = 0.05 ACRES (29.6 %) 3. THE PROPERTY IS (LOCATED WITHIN A 100YR FLOODPLAIN, SEE FEMA FIRM, PANEL 51003C -0100D. 4. ALL REQUIRED PERMITS SHALL BE OBTAINED AND A LICENSED RESPONSIBLE LAND DISTURBER SHALL BE NAMED PRIOR TO ANY LAND DISTURBING ACTIVITY. 5. SOURCE DATA: SURVEY BY BALZER & ASSOCIATES, INC, 2015 HORIZONTAL REFERENCE: NAD 83 VERTICAL REFERENCE: NAVD 88 ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE To BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE: NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). APPROVED by the Albemarle County Commur4 gel pment Department Date ✓ t File __,A 0 •0Ik, 0 2� Coto f REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K j,TH OF D U moo e 9 b Lic. No. 035223 a w J �ssjONAL 0 _Z G 0 w W O� Z UZ) F LU Q - � rye Z v, 0 W m E 'J O 0 W O U I �- U U � L 0 Z J 0 J = U F-- jr W M J Q D LEGEND WSK DESIGNED BY WSK ------ J48----- EX. INTRMDT. CONTOUR DATE 11-05-2015 PROP. INTRMDT. CONTOUR N/A 345 EX. INDEX CONTOUR 1320 PROP. INDEX CONTOUR 35.55 + 35.55 EX. SPOT ELEVATION -1 35.05 PROP. SPOT ELEVATION 8" WL EX. WATER LINE 8" WL PROP. WATER LINE 8" SAN EX. SANITARY SEWER 8" SAN PROP. SANITARY SEWER 18"RCP EX. STORM PIPE PROP. STORM PIPE — — EX. EDGE OF PAVEMENT PROP. EDGE OF PAVEMENT EX. BUILDING PROP. BUILDING ... ; ; -. EX. CONCRETE ; '_ . •:",' : ` ' ;: ' PROP. CONCRETE EX. PAVEMENT A EM ENT ___-__ ....................._....................................._. ___-::.-:=_:: ������ � PROP. ASPHALT PAVEMENT (STANDARD/HEAVY DUTY) EX. GRAVEL `':F " : ':: PROP. GRAVEL PAVEMENT REPLACEMENT PROP. PAVERS \ EX. POWER POLE -®- PROP. POWER POLE 1 EX. SANITARY SEWER MANHOLE PROP. SANITARY SEWER MANHOLE J STA°3 EX. STORM SEWER MANHOLE SIGN Co CLEANOUT WM WATER METER a EX. LIGHT POLE PROP. GATE VALVE \ 1 ® WATER LINE REDIUCER BLOW -OFF VALVE MT EX. TELEPHONE ' BENCHMARK G EX. GAS LINE G PROP. GAS LINE OHU EX. OVERHEAD CABLE OHU PROP. OVERHEAD CABLE X EX. FENCE P PROP. UNDERGRND POWER LINE EX. TREE LINE X PROP. FENCE --- — -- ADJOINING PROPERTY LINE PROP. TREE LINE EXISTING ROAD MONUMENTS — — SITE PROPERTY LINE — WETLAND AREA ® INLET PROTECTION -----RMA---- RESOURCE MANAGEMENT AREA ----- RPA---- RESOURCE PROTECTION AREA 1 ABBREVIATIONS AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK STATION SECT SECTION BLDG BUILDING GBS GRADE BREAK ELEVATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSE SANITARY SEWER EASEMENT BVCE BEGIN VERT. CURVE STA. HSD HEADLIGHT SIGHT DISTANCE STA STATION BVCS BEGIN VERT. CURVE ELEV. INTX INTERSECTION STD STANDARD BW BOTTOM OF WALL INV INVERT STO STORAGE CB CINDER BLOCK IP IRON PIN SYS SIDE YARD SETBACK C&G CURB & GUTTER LT LEFT TBM TEMPORARY BENCHMARK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBR TO BE REMOVED CONC CONCRETE MH MANHOLE TC TOP OF CURB COR CORNER MIN MINIMUM TEL TELEPHONE DBL DOUBLE MBL MINIMUM BUILDING LINE TRANS TRANSFORMER DEFL DEFLECTION MON MONUMENT TW TOP OF WALL DI DROP INLET NBL NORTH BOUND LANE TYP TYPICAL DIA DIAMETER PROP PROPOSED VDOT VIRGINIA DEPARTMENT OF DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT TRANSPORTATION ELEC ELECTRIC PVMT PAVEMENT VERT VERTICAL ELEV ELEVATION R RADIUS VSD VERTICAL SIGHT DISTANCE ENTR ENTRANCE RT RIGHT WBL WEST BOUND LANE EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY YD YARD EVCE END VERT. CURVE STA. REQD REQUIRED EVCS END VERT. CURVE ELEV. RR RAILROAD GENERAL NOTES SITE ADDRESS: BROWNS GAP TURNPIKE ALBEMARLE COUNTY, VA 1. OWNER: MAYBURY, KATHLEEN PATRICIA OR AGENT: BALZER & ASSOCIATES, INC. JOSEPH BRYANT CALHOUN III 1561 COMMERCE ROAD 1318 N WAKEFIELD ST SUITE 401 ARLINGTON VA, 22207 VERONA, VA 24482 PHONE: 540-248-3220 FAX: 540-248-3221 CONTACT: WILLIAM S. MOORE, PE 2. PARCEL INFORMATION TMP: 01500-00-00-01600 DB 4209, PG 626 ZONING: RURAL AREA PROPOSED USE: RESIDENTAIL ADJACENT LAND USE(S): RESIDENTIAL SITE AREA: 17.30 ACRES DISTURBED AREA: 0.16 ACRES EXISTING IMPERVIOUS AREA = 0.02 ACRES (12.5 %) PROPOSED IMPERVIOUS AREA = 0.05 ACRES (29.6 %) 3. THE PROPERTY IS (LOCATED WITHIN A 100YR FLOODPLAIN, SEE FEMA FIRM, PANEL 51003C -0100D. 4. ALL REQUIRED PERMITS SHALL BE OBTAINED AND A LICENSED RESPONSIBLE LAND DISTURBER SHALL BE NAMED PRIOR TO ANY LAND DISTURBING ACTIVITY. 5. SOURCE DATA: SURVEY BY BALZER & ASSOCIATES, INC, 2015 HORIZONTAL REFERENCE: NAD 83 VERTICAL REFERENCE: NAVD 88 ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE To BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP—RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE: NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). APPROVED by the Albemarle County Commur4 gel pment Department Date ✓ t File __,A 0 •0Ik, 0 2� Coto f REFLECTING TOMORROW www.balzer.cc N Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING M LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS L Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 K j,TH OF D U moo e 9 b Lic. No. 035223 a w J �ssjONAL 0 _Z G 0 w W O� Z UZ) F LU Q - � rye Z v, 0 W m E 'J O 0 W O U I �- U U � L 0 Z J 0 J = U F-- jr W M J Q D DRAWN BY WSK DESIGNED BY WSK CHECKED BY ERB DATE 11-05-2015 C SCALE N/A M. REVISIONS: 02-12-2016 SHEET NO. JOB NO. 35150035 I REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 TH OF D 4 r11111 I William S. Moore', b Lic. No. 035223 x 0 02-12-2016 ww' o �� _ NAL _ CD Z U) C) O ry Y Uaz z Of a W� >_ Z Z 0 m U) W J O 0 C C D 0 J Q W m Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY ERB DATE 11-05-2015 SCALE AS NOTED REVISIONS: 1 — 02-12-2016 SHEET NO. JOB NO. 35150035 1 2 3 1 4 5 6 7 8 9 10 11 12 13 1 14 1 15 1 16 1 17 1 18 1 19 11 20 1 21 r o STRUCTURE SCHEDULE/�,IL TO BE REMOV / j / 1 J> t j 0 „ J t (�StEbJAID RE—PLANT W TH 0 16 LF OF 36 CL—III CONC. PIPE @ 1.50% I I I! I l f J l I I P ALIT MATERIALS, LE INV IN= 808.00 / ! I t t , NATIVE/ INV OUT= 807.75C/�/K4,(TIOA�IONPLAN FOR DETfAIJ-S) ! // I � l l i / J � , I 1 1 Jl , !I , /1 I - �2 16 LF OF 36 CL III CONC. PIPE C�? 1.50% % / / J J� l / J / j J l i J / vis N INV IN= 807.75 I i J / 11! l ! J 1 / /l l t ! / ® J \ // II I r } 4 INV OUT= 807.50 / j J J j/ J l, J J J !/ 1 I ®® / !\ a\ \ J J 1 / I / I / t j-_- } N A 16 LF OF 36" CL -III CONC. PIPE ,1!50% EXIT STli �p' J� DATE A� C/ES� DRIVE INV IN= 807.50 ! / , REMOVED) (TO /Bl INV OUT= 807.25 1 1 t / t j I f J // t J / / 1 #\I � ® M 44 16 LF OF 36" CL—III Cl�PE C� /1.50%11 - / / J / ® /� I I J I \ eA\ \� �i O/ / / / J } } } }M INV IN 807.75 f r PRpp ,�/ PAIVATE ® 1 i _ \ i �� \ e .+� / J J } } 4 } INV OUT= 807.50VSS/ l 1 A DRIV A5 16 LF OF 36 CL -III CONC. PAPE @ ) .50% INV IN= 808.00 INV OUT= 807.75 t 1 l / / > �-- _-(� L jJ J Jl J J ® \ / / J ' � > � ' ,�`-�'_- ._,1 { i I JJ / %/// / / / I , ,.. III 'I r I / / J / !�I // per` L J TIE 16/Q91NG/GRAD .-I/ I i1 IIII / / , C.L. OF STREAM } } t / \ , I I / 1 I / p J J ,' / J I /. `/ t } K // / /r j / APPROXIMATE EDGE t J EXISTII ©t OF PAVEM T ,- \ // ► t JI �t f I t 1, J J / 1 /7 , I l �J! / OF WATER j K / ! J j --r I I i.J ! IJ JII p } } nu fl- SIGN TD. EIG�iT ®LIMfT ! R19-1 2 1 ! /16 (SEE SIG I -- - /, atio ,---- _ NOTES) TONS r I f f®� .� _ \ J J XIS `ING PIPETi J l�\ � E .., (TO/ BE REMpill J ,,,,� l I l / J / / , f ,� ' ' ! _ —.rte ® 1 !! /—/, /Jl 1 12WIbT / P/ / d ' �..,„-J��.,,,,i/� 'I 1 ( I 1 \ ,A � / / � J .., `` IV EWAY � i ®®,b�/ 12 WIDTH e 5 1 I 4 ®®® I } i 1 �� ® j } CONCRETE DECK V / J 1I f Ji i, r �� / ,` / e - .,. 3 2 ®4 } SEE EETJ S1 \t\ `� �' I � � � ®'®' } ( ) I ' / � / } I r/�/ / �° 1 ® Q► , I I I 1 I `' I / I ✓ / l J! !J l j j j 1 f ! J '✓� / \_ t `` i a } IV l(l fj/b,,7 D rSTU R BAN C E H /,. f/ / /tJj J/J J I/L// IJ ti/6,265 SQ. FT.i / l r d : l a. �J ®J i `\ e r�/-. ® I � ®(®® 1 a 1 . � o� H ... ,.. -p C `' / !�► , f p ON l/N e r� U�7 V 1 — , lNq� ® woc/w ©t-`-Y��l�/��� G / l 1 J / f J ,� \ PROPERr�fY LINE (TYP) J / } / / ti G / t 10 0 \ 10 20 30 -- 1p F SCALE: 1� � = 10 I % ! I I f / /l J 1/ / J I I 1 J } i 1 / ` ~ \ F /1 J/ /! // rt I 1 I IJ e I It E J l !! Jl JI } � j } EXISTING DRIVEWAY PROFILE } ! / PROPOSED DRIVEWAY PROFILE J J J / E 830 830 / ! I Jl // 830 830 -6.00. I / ! 1 / D j: /J , I I 1 SEE STRUCTURAL PLAN p 820 820 t ,�, : TI E TO oo ! ! j j , J / I , / 8209 820 RADE I / / J J ,// EXISTING �q-� FOR CO RETE'THI K ESS t / JGRADE AN D TY E s�o� C PRO: OSED / J J i COUNTERSINK CENTER ` ' J ` C BANK CUT / / / I i I CULVERT MIN. 6” -0.50% 1 --, --.- I I I 810 810 810 BELOW ETREAM BED 810 / CENTERLINE TIE TO .-- GRADING NOTES: 5 1 EXISTING B 1. ESTIMATED EARTHWORK 3 VOLUMES: 4 GRADE • VOL. CUT = 262 YD 1 3 B • VOL. FILL = 178 YD' 2 • NET VOL. = 84 YD' EXCESS MATERIAL (TO BE REMOVED) 2. EARTHWORK VOLUME DOES NOT ACCOUNT FOR SHRINK/SWELL 800 800 3. FOR VOLUME DETAILS SEE 'CUT/FILL REPORT', DATE 2016-02-11 800 800 —0+50 0+00 0+50 1+00 1+50 2+00 SIGN NOTES: —0+50 0+00 0+50 1+00 1+50 2+00 2+50 A 30 0 30 60 90 10 0 10 20 30 1. SIGN LETTERING AND SIZE SHALL BE IN ACCORDANCE WITH MUTCD 30 0 30 _ 60 90 10 0 10 20 30 A STANDARD HIGHWAY SIGNS. 2. SIGN SHALL BE STANDARD WHITE RETROREFLECTIVE BACKGROUND WITH HORIZONTAL SCALE: 1 " = 30' VERTICAL SCALE: 1 " = 10' BLACK LETTERING. HORIZONTAL SCALE: 1' = 30' VERTICAL SCALE: 1 " = 10' 0 1 13 14 15 16 17 18 19 20 21 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 TH OF D 4 r11111 I William S. Moore', b Lic. No. 035223 x 0 02-12-2016 ww' o �� _ NAL _ CD Z U) C) O ry Y Uaz z Of a W� >_ Z Z 0 m U) W J O 0 C C D 0 J Q W m Q DRAWN BY WSK DESIGNED BY WSK CHECKED BY ERB DATE 11-05-2015 SCALE AS NOTED REVISIONS: 1 — 02-12-2016 SHEET NO. JOB NO. 35150035 I � I EX. ENTRANCE. ND F LL 0 (TO. BE R MOV q1) / I 0 0 0 N / 17'-O"±, V.I.F. 5'-2" 5'-2" 5'-2" 5'-2" PROVIDE MIN. 8"W X12"D TURN 01 DOWN EACH END OF CONCRETE APPFOX. LOCATION OF REAK PAVEMENT, REINF. W/ #5 CONT. POINT BETWEEN STAGES OF TOP & BOTT.• COORD. EXTENTS CONSTRUCTION** OF PAVEMENT W/ GRADE IN FIELD S1 ---------- 0.5% _ ^0.5% SLOPE M _-- I III III 6/ CONSTRUCTIONI T TA E PLACE / DURING LOW W ERIkD. SAND16AGS ARE/ TO BE S D 0 DIVERT FLdW TO ALI/OW CON UCTI N bF HALE/THE C OSSING I RYCONOITION . UPON C NSTRUCTfO OF FIRPT HA��, DIVERT OW THRO H INSTALLED PIPES FOR OMPLETIO F ¢R05SING/ LAYOUT ^^�� L // / _ / �� / SANDBAGS A RE!Q'D IN HE FIELD. REF. CIVIL IWG FIR I DRAINAGE. QTR CTU p DESCRIPTI NS K / / / / LKFF LACE AND COMPACT CLASS I L FOR FULL WIDTH BETWEEN STAGE I OF CONSTRUCTION. REINF. PER DETAIL 4 THIS O TIE CONCRETE SECTIONS R BETWEEN STAGE I AND II ONS. REINF. DETAILS ARE FOR ALL HORIZONTAL AND SURFACES. \ 1 D I I HATCH E4 REA DENOTES J/ / / / I / / o / a \ / APPROX. XTENTS OF --- 1 L1 / � VEORIFY IN FIELD CONT. / EMBED UPSTREAM CONC. S1 ° a Q EDGE MIN. 0" a PROVIDE STRIP FTG. W // ��- \� a \ THICKENED -E S1 i / a UPSTREAM & DOWN MIN. 8" V OT CLASS A4 I 10 0 / 10 2 /30 4000 P CONC. PAVEMENT\ \ I ( ) \ II go/- _ I OVER (5). 36"0 CLASS III I / / I / PRECAS CONC. PIPES, SEE / - / CIVIL D/GS/ 3 H / SCALL 1 - 1/� / / I / s1 LAYOUT PLAN SCALE: 1" = 10'-0" Ce MIN. 8" 4000 psi VDOT CLASS A4 CONCRETE TO FIN. GRADE, COORD. W/ CIVIL F A C C CLASS I BACKFILL (CRUSHER RUN, VDOT #25 OR 26, #21A OR #21B, OR FLOWABLE FILL) B COMPACTED TO 95% STANDARD PROCTOR (TYP. TO TOP OF PIPE) SCALE: 3/4" = 1'-0" PROVIDE ROUGH EDGE ® COLD JOINT FOR MECH. BOND. CLEAN AND LEAVE IN SATURATED -SURFACE DRY CONDITION & APPLY BONDING AGENT PRIOR TO PLACING SECOND CONCRETE SECTION PROVIDE #5 CONT. EACH SIDE OF JOINT EXTEND BARS TO PROVIDE MIN. 24" CLASS III PRECAST CONC. PIPES PER PLAN, REF. CIVIL DWGS. FOR INVERT ELEV.'S & PROPER SLOPES APPROX. GRADE @ STREAM BED BEYOND, REF. CIVIL DWGS. VERIFY IN FIELD �. UNCOMPACTED LOOSE GRAVEL (VDOT #25 OR 26) BEDDING OVER MIN. 4" VDOT #57 GRAVEL BASE NATURAL SOIL BELOW FINE GRADE AS REVD FOR PROPER PIPE BEDDING AS SHOWN STREAM CROSS SECTION SCALE: 1" = 40'-0" ,, 2'-0" 12'-0„ 5 2'-0" 14` ° t (W/ FLOW)_ I d 1 I 41 d 1 TYPICAL CROSS SECTION SCALE: 1" = 40'-0" **NOTE:** DOWNSTREAM EDGE OF CROSSING SHOWN. UPSTREAM EDGE SIMILAR WITH EXCEPTION OF ADDITIONAL 6" EMBEDMENT PER TYP. CROSS SECTION ABOVE. COVER W/ 4000 psi VDOT CLASS A4 PROVIDE #5 BAR CONT. © CONC. TO FIN. GRADE, COORD. W/ CIVIL TOP CORNER EACH SIDE PROVIDE (2) #5 GRADE 60 REBAR BTWN REINF. W/ #5 GRADE 60 PIPES, BEND FOR 24" SPLICE ® TOP REBAR @ 16" 0. C. EACH WAY OF PIPE. PROVIDE #4 X12" TRANSVERSE 1 BARS ® 16" O.C. ILI d aPROVIDE CHAMFER © TRANSITION TO 2.5f SLOPED EDGE a CLASS III PRECAST CONC. PIPES PER PLAN, REF. CIVIL DWGS. FOR INVERT EV 'S & EL PROPER SLOPES (CUT =- - - PROTRUDING CORNER OF PIPE TO MATCH SLOPE IF/AS REQ a CLASS I BACKFILL (CRUSHER RUN, ` VDOT #25 OR 26, #21A OR #21 B, OR .. :. 95% STANDARD PROCTOR (TYP. TO SPRING LINE OF PIPE MIN.) Al APPROX. GRADE ® STREAM BED, REF. CIVIL DWGS VERIFY IN FIELD . o EMBED DOWNSTREAM EDGE 0F CONC 24" BE MIN. LOW STREAMBED \ / 60 REBAR BTWN \\\\\\\\\\\\\\ SPLICE ® TOP \\/\\/\\ /\\/�\ %1? iii X12" TRANSVERSE // / / �C 8 BENT DOWELS INTO \//\//\// // / 4/\TG. ® EA. VERT. BAR & o . ° 0 4\ \\0`C. BETWEEN T. STRIP FTG. W/ (3) #5 INF. CONT. 5 EDGE PROFILE DETAIL S1 SCALE: 3/4"=V-0" IL 12" 12" 19 20 1 21 22'-6"±, V.I.F. MIN. 8" VDOT CLASS A4 (4000 PSI) CONC PAVEM 1 ENT REFLECTING TOMORROW www. balzer.cc 815 N Staunton Z --- - -- - - New River Valley Co 0.5% SLOPE Roanoke Richmond - - d Harrisonburg / J RESIDENTIAL LAND DEVELOPMENT ENGINEERING _ 0 SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING - - - - ' M LANDSCAPE ARCHITECTURE _ LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING END WALL BEYOND, EMBED BELOW TRANSPORTATION ENGINEERING -GRADE-GR�-DE-PER-_ CR-OSS_SE-- XN ENVIRONMENTAL & SOIL SCIENCE BELOW & TAPER TO MEET EXIST. WETLAND DELINEATIONS & STREAM EVALUATIONS GRADE. CONTRACTOR V.I.F. 805 (5) 36"0 CLASS III PRECAST AlL Balzer and Associates, Inc. CONC. PIPES, COUNTERSUNK MIN. 6" REF. CIVIL DWGS. 15871 City View Drive APPROX. GRADE ® INLET * = PROVIDE MIN. 18" END WALL Suite 200 BEYOND, REF. CIVIL DWGS. EMBEDMENT EA. SIDE OF DRIVE OUTSIDE Midlothian, VA 23113 VERIFY IN FIELD OF MAIN CHANNEL FLOW & TAPER TO MAX. EMBEDMENT PER CROSS SECTION 804-794-0571 FAX 804-794-2635 KrAANDALL O815-MIN " S- A4 -(4000 --PSIS 02-12CONC. PAVEMENT, TURN DOWN W. TRITT a ; GRADE Li .042025 _ ---(5) 36"0 CLASS III PRECAST J SSS �Csti� ZONAL CONC. PIPES, REF. CIVIL DWGS. 810 E 'LENGFH EA. . 7,SLOP-E- 1111111le0 NST_REAM CONC. EDGE MIN. 24" TYP. 805 APPROX. GRADE ® STREAM BED, REF. CIVIL DWGS. VERIFY IN FIELD GENERAL NOTES: 1. In case of conflict between the general notes, specifications, and drawings regarding structural issues, the most stringent requirements shall govern. 2. This Structural drawing shall be used in conjunction with the civil drawings, as well as any additional n drawings or design criteria provided or required by the local jurisdiction or USACOE. Contractor shall be LJ responsible for coordinating the work of all other trades with the structure. 7 3. Contractor shall strictly adhere to all safety regulations. The architect/ engineer shall not be responsible Z for construction means, methods, or procedures for safety precautions in connection with the work.G Q 4. Work not indicated on a part of the drawings, but reasonably implied to be similar to that shown at r vQ Z corresponding pieces, shall be repeated. , � Z _ 5. Temporary sheeting, diversion, and/or pump system is required to ensure all structural work is p erformed Lu Q I-- in dry conditions as required by Virginia State Law. Contractor is responsible for the design and0 0 J U implementation of said diversion system. Sandbags are indicated on plan for display purposes only; actual v > use and placement of diversion system shall be selected by the Contractor and altered as required upon w F-- >- completion of initial half of crossing structure. U Y J (_n FOUNDIATION & SITE PREPARATION NOTES: n/ Z C Z Of 1. Structural design of precast concrete pipe sections has been provided based upon a 'positive projected F UJ -3 J 0 embankment' condition with Type I installation. Unconsolidated soil bedding and compacted haunch backfill a Q U shall be provided based upon information given in the details. Reference VDOT 2008 Road and Bridge> Q 3ZStandards PB -1 and 2007 Specifications section 302 for additional information. EZ � (,� W W 2. Precast concrete pipes shall be reinforced Class III and manufactured in accordance with ASTM C76 and _J VDOT Specifications section 302. Pipe sections shall be reinforced and consist of concrete meeting a 4000 ZO� = Q psii design compressive strength. Pipe has been designed for a minimum D -Load of 1100 plf for the size ��nn > 2 indicated with a backfill height of 1 ft and Case I bedding. vJ m > W 3. Structural design of pipe indicated on this drawing has been provided in accordance with AASHTO HL -93 W ti LRFD design loads including a maximum wheel load of 16,000 lbs and 64 psf lane load. JCo m 4. Excavate in stream bed to grade required to provide bedding layers shown in detail and allow for culvert E ` Q pipe invert elevations shown on civil drawings. J� 5. All concrete shall receive a broom finish for enhanced traction. O DIVISION 3 - CONCRETE: Q 1. Provide concrete materials and processes in accordance with Section 217 of the 2007 VDOT Specifications. 2. All exterior concrete slabs exposed to traffic shall be 4000 psi, VDOT Class A4 or equal. It is recommended to provide mix design such that the 56 -day compressive strength equals or exceeds 4000 psi such that a reduced amount of cement may be used to help reduce shrinkage. 3. All concrete exposed to freezing and thawing shall have an entrained air content of 6% (f1.5%). D 4. All concrete shall be normal weight (145 pcf f) with cement conforming to ASTM C150, Type I. Aggregate shall conform to ASTM C33. DRAWN BY RWT 5. Concrete shall be provided with a shrinkage -compensating admixture. 6. All reinforcing steel shall be deformed bars of new billet steel conforming to current requirements of ASTM DESIGNED BY RWT A6'15 - Grade 60, with a minimum yield stress of 60 ksi. Rebar splices shall be as per ACI and VDOT Specs. All reinforcing marked continuous (cont.) on the plans and details shall be lapped 36 bar diameters CHECKED BY RWT (miin. 24") at splices unless otherwise noted. 7. Concrete shall be reinforced with embedded steel and/or poly fibers for plastic shrinkage crack control. Slab DATE 2015-11-06 is not to be jointed except at cold joint between two sections of crossing required for dry construction. Dosage rate of fibers shall be as deemed appropriate for proper behavior by concrete and fiber supplier. C SCALE AS NOTED Fiber Reinforced Concrete shall exhibit a post -crack residual strength value (fe,3) as equal to minimum steel reinforcement requirements (0.15% area of steel by volume) as tested in accordance with ASTM C1609. REVISIONS: 8. Care is to be taken in the finishing of FRC such that fibers are not pulled to the surface, particularly with the broom finish. Consider the use of self-consolidatingconcrete to avoid the need for vibration, which may 1 - 2016/02/12 cause fibers to migrate to the surface. 9. Reinforcing steel shall be clean of mud, debris, loose rust, cement grout, or any other material which may inhibit the bond between the steel and the concrete. 10. No concrete shall be placed until all embedded items have been installed, tested and inspected. 11. Concrete protection for reinforcing steel and other general requirements for fabrication and placing of B reinforcing steel shall be in accordance with the "American Concrete Institute Building Code" (ACI 318-14) and/or VDOT 2007 Specifications. 12. All reinforcing steel shall be held securely in place to prevent dislocation during the placing operation. Slab reinforcing bars shall be supported on high chairs and bar spacers of suitable design. 13. Epoxy adhesives such as Hilti HIT-HY 200A, or an approved equal, shall be used where reinforcing steel dowels or anchor bolts or rods are to be installed into existing concrete, unless noted otherwise. 14. Do not field bend reinforcement. In no case may bars be heated to facilitate bending. SHEET NO. I A 1 16 17 18 19 20 1 21 JOB NO. 35150035.00