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SUB202100046 Plan - Approved 2021-11-01
4114 w GENERAL NOTES OWNER: 05500-00-00-077A1 JAMES JACKSON JR 6107 JARMANS GAP ROAD CROZET, VA 22932 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05500-00-00-077A1 (DB 3879 PG 408) TOTAL PROJECT AREA: 05500-00-00-077A1 - 4.87 AC ZONING: R-1 RESIDENTIAL (BONUS LEVEL - CONVENTIONAL DEVELOPMENT) MIN. LOT SIZE = 30,000 SF.FT. MIN. LOT FRONTAGE = 100 FEET PRESERVED/MANAGED SLOPES. NO PRESERVED OR MANAGED SLOPES ARE LOCATED ON THE PROPERTY PROPOSED USE: 5 SINGLE FAMILY DETACHED LOTS ALLOWABLE DENSITY. a97 UNITS / ACRE + 10% BONUS DENSITY FOR INTERNAL STREETS 0.97 UNITS/AC x 1.10% x 4.87 ACRES = 5.16 UNITS PROPOSED DENSITY: 5 SINGLE FAMILY DETACHED UNITS (1.03 DU/ACRE) OPEN SPACE., NO OPEN SPACE REQUIRED, AND NO OPEN SPACE PROPOSED WITH THE DEVELOPMENT. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS.• NON-INFILL DEVELOPMENT FRONT MINIMUM: 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY FRONT MAXIMUM: NONE GARAGE MINIMUM: 18 FEET FROM 77-IE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY SIDE LOADING GARAGE5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY SIDE MINIMUM: 5 FEET SIDE MAXIMUM: NONE REAR MINIMUM: 20 FEET REAR MAXIMUM: NONE SUBDIVISION S777EETS: CURB & GUTTER WATERSHED: THIS PROPERTY IS WITHIN 7H£ LICKINGHOLE CREEK WATER SUPPLY PROTECTION AREA. AGRICULTURAL/ FORESTAL DISTRICT- NONE TOPO & SURVEY: TOPOGRAPHY AND BOUNDARY INFORMA77ON PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. BOUNDARY AND TOPO WERE COMPLETED IN JULY, 2020. TOPO IS COMBINAT70N OF FIELD -RUN TOPO AND AERIAL TOPO. TOPO WAS FIELD -VERIFIED AND CHECKED AND VISUALLY INSPECTED IN AUGUST, 2020. DATUM: NAD 83 EXISTING VEGETA770N. PAR77ALLY WOODED WITH EXISTING RESIDENCE STRUCTURES LIGH77NG. NO LIGH77NG IS PROPOSED PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT. ADD177ONAL PARKING SPACES SHALL BE LOCATED ALONG THE ROADWAY. BUILDING SITES PARCELS 1-5 MAY NOT BE FURTHER DIVIDED. ONLY (1) DWELLING UNIT PER LOT SHALL BE ALLOWED. BURIAL SITES NONE FLOODPLAW: THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 51003CO228D & 51003CO229D, FEBRUARY 4, 2005. OFFSITE DISTURBANCE: NO OFFSI7F DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE TIE-IN CONNECTIONS FOR THE SANITARY SEWER AND LATERALS TO THE EXISTING SEWER LOCATED ON THE CREEKSIDE PROPERTY. ALL WORK SHALL BE PERFORMED WITHIN THE EXIS77NG U77LITY EASEMENT AS SHOWN. LANDSCAPING' STREET 7REES ARE PROPOSED ALONG THE NEIGHBORHOOD STREET IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WT7HW S£C77ON 32.79 OF 77-IE COUNTY CODE. PROPOSED LAND AREAS., LOTS., 4.24 AC. (87.1%) RIGHT - OF- WAY.• 0.63 AC. (12.9%) IMPERVIOUS AREAS., ROADWAY & SIDEWALK: 17,275 SF BUILDING/HOUSE: 20,000 SF TOTAL IMPERVIOUS AREA: 37,275 SF (0.86 AG) - 176Z IMPERVIOUS BUILDING SITES EACH PARCEL CONTAINS A BUILDING S17E THAT COMPLIES WTH SEC77ON 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: THE PROJECT SHALL BE DEVELOPED AS ONE PHASE STREAM BUFFERS: A SMALL PORT70N OF THE S17E ALONG THE EASTERN BOUNDARY IS LOCATED WITHIN THE 100' STREAM BUFFER AS SHOWN ON SHEET 2. THIS AREA SHALL BE MANAGED IN ACCORDANCE WITH ALBEMARLE COUNTY WATER PR07FCTION ORDINANCE. RETAINING WALLS THERE IS (1) 4' RETAINING WALL PROPOSED WITH THE DEVELOPMENT, AS SHOWN ON SHEET J. TRASH. EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA77ON AREA: NONE REQUIRED. STORMWATER MANAGEMENT.• THE SITE WILL DRAIN TO A PROPOSED SWM FACILITY, WHICH WILL PROVIDE STORMWATER QUANTITY 7REA7MENT, AND WILL OUTFALL TO THE STREAM BUFFER. THE BEST MANAGEMENT PRACTICE OF PURCHASING NUTRIENT CREDITS WILL BE IMPLENTED TO SA77SFY STORMWA TER QUALITY REQUIREMENTS. NOTE- 1. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WTH MOT AND ALBEMARLE COUNTY STANDARDS. 2. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE 17E TRIP GENERA77ON MANUAL, 10TH EDITION FOR 5 SFD LOTS ADT RATE: 9.44 VPD/DU = 48 ADT (24 ENTER/24 EXIT) AM PEAK: 0.74 VPH/DU = 4 VPH (1 ENTER/ 3 EXIT) PM PEAK: 0.99 VPH/DU = 5 VPH (3 ENTER/ 2 EXIT) J. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE. 4. ALL NEW PUBLIC STREET RIGHT-OF-WAY SHOWN HEREON SHALL BE DEDICATED TO THE COUNTY FOR PUBLIC USE WITH THE SUBDIVISION PLAT. 5. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. WALLS REQUIRE INSPEC77ONS AS OUTLINED IN THE USBC. 6. ALL WATER LINES SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. JARMANS GAP DEVELOPMENT TMP 55-77A1 ROAD &UTILITY PLAN 7— / I I I f / II BIRCHWOOD HILL ROAD ' I I I ' II I I I � i I 1I I I� LJ WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA _ �Fryp�R I , I , ySGAPROgO��= _j I SHEET LAYOUT SCALE: 1" = 100' APPROVED by the Albemarle County Community Development Department Date 11/01/21 File SUB202100046 �, (9TV `D / , 11 / GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. J. BUILDINGS OR STRUCTURES BUILT BEFORE ✓ANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED 1N ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLL CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-358OX131. 64 X-0 VICINITY MAP SCALE: 1" = 2000' . Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 GRADING & DRAINAGE PLAN 5 NOTES & DETAILS 6 UTILITY & LANDSCAPING NOTES & DETAILS 7 PROFILES 8 SIGHT DISTANCE PLAN & PROFILE g DRAINAGE AREA PLAN AND CALCULATIONS 0 TOTAL SHEETS LEGEND ROADS D o b EXISTING CULVERT CUL VERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH ,,,,... EARTH DITCH DRIVEWAY CULVERT + BENCHMARK 200 240.55 CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SCOTT/R. CbLLINSZ Lie. No. 035791,E 8/12/21 1 o�sl0 nre � . ECG` rrAA z Z Z w O z Z 5 cc — Hu LU QJ Z D o > V Q UJI LU 0 �c F z w £ £ 0 < Q LU w a 0 LU ce Q p ti 0 M 0 00) " C N \ W W 7 t� z W Ul J J 0 U Ci7 ti Ci C� Cf) N M N C:) M N N LU J LU Ll D co LU LLI U) w Q 0 CD N z CL O T--I Q Ln Ln w 0- 0 LLJ M V z Q LU W LU O r w w 0- Ln JOB NO. 182154 SCALE 1"=100' 1 -- -- -- __ - -- ---�-- -- -- TH I. Q O I I L I 0SCOTT R. NSz w Q I Y O= U Lic. No, 035791,1� —1 I \ I ro Apo 4/26/21 U �4 I � Q m I _ t I z3u _- -- NOTE: THIS SECTION OF JARMANS GAP ROAD - - Q a - __ - - 1 \ a2?' HAS A POSTED SPEED LIMIT OF 25 MPH. ' \ --�-- -- --�-- v SZ-z- -- -- -- -- -- -- -- - -- -- - - - - 15" RCP _ - -- - - - - - - - JARMANS GAP ROAD - "' a�� ROUTE 691 ASPHALT JARMANS GAP ROAD - ROUTE 691 - - - - - - — M- N w N - VAR. WIDTH RIW z +n z (PUBLIC ROAD - VAR. WIDTH R/W) F ^ - -0-- - • - -- -- VEXISTRG z iz -- -- -- o f K DI WATERLINE _ F O � . OP—'-+ - - I - _ _ a C7 uj Ln (D Q F Q EXISTING SIDEWALK I u w 0 TO BE REMOVED z 0 w f O O H oozz �, p Z gcc u oo EXISTING DROP INLET I O cl: a a TO BE MODIFIED �Z FBI N O u z l I m EXISTING FIRE HYDRANT I o I WITH NEW ENTRANCE a � �� z O= I TO BE RELOCATED TMP 05500-00-00-07E S z a U N MINNERLY, PAUL & MAui RISSA N z o EXISTING FIRE HYDRANT / z w I EXISTING CULVERTS —L TEE & VALVE TO REMAIN R-i RESIDENTIAL Lu Q V) w TO BE REMOVED D.B. z68z PG. 640 / 0 p m l w aj 0 a Lu Ln if) I ix EXISTING FENCE i TO BE REMOVED zs r o 3Wp�tiWd \ IIINOTE: CONTRACTOR SHALL PER TEST DIGS i x N�� 0 awn / - I EXISTING 22" OF THE EXISTING 12" WATERLINE IN THIS AREA o m o Q o _ ,y y 4E - - DI WATERLINE TO CONFIRM THE HORIZONTAL AND VERTICAL a¢ w _ - $ x w Ca/ W a o / Q / LOCATIONS OF THE EXISTING WATERLINE PRIOR IL w I o 0 r4 N TO STARTING CONSTRUCTION ON THE PROJECT. \ EXISTING DRIVEWAY / ¢ / I 3 F TO BE REMOVED / TMP o55oo-oo-00-07700 / Lu�a �_ o WU, YIMIN & HONG ZHU TMP o55oo-o0-0o-o77Ao f EXISTING i m��~ z < Q W `W�W .00 AC MUNSON, THOMAS & AMIE 1 _ _ DI WATERLINE�3 R-i RESIDENTIAL Io.98 AC _ o NIA 39 743 R-i RESIDENTIAL ' ' W / ► _ IN _ � Q / WQ xN3-- D.B. 8zPG. TMP 055oo-00-00-078Co 3 n o D.B. 1631 PG. 516 W , �'� _ — _ -w w OLD TRAIL CREEKSIDE V, LLC Q r /'� i <' / Cl? 3-00.01900 / �• 4.-n AC EXISTING CULVERTS W � " - / RESIDENTIAL TO BE REMOVED / C''M & KATHLEEN / Ri ES 1 J- � / I I I 4C / D.B. 4797 PG. 746 N 128 2 y ENTIAL MATCHLINE, SEE THIS SHEET 39 39 7 w1 'w W W V w ! N \ F E 11420456.33 _ waa V J PG.43z ■� I i l l i l l l l l l l 1 \ >4 3� I - - — Z (n� m I M I --I X w I \ c, It II Q I i� �_ � p O:. � � I r I a I� II eVw�b I r EXISTING WATER METER TO BE RELOCATED OUTSIDE OF THE „ Q - _ � I I o I\ \ EXISTING EVERGREEN CANOPY. o EXISTING 20' I I - N Z ` NOTE: THIS EXISTING WATER SERVICE WILL BE USED TO SERVE- WATERLINE EASEMENT � EXISTING POND N PROPOSED LOT 1. ANEW WATER METER WILL BE INSTALLED DB. 1453, PG.566 TO BE REMOVED Q ' TO SERVE THE EXISTING STRUCTURE ON PROPOSED LOT 3. Q / \ EXISTING EXISTING ELEC / uJ 0 0 \ / STREAM BUFFER l i' TMP o55Eo-o4-00-0440 / / SERVICE TO BE � 1 i � Z J � I --I � KIM JOHN SHINN & JAE HEE YUN RE-ROUTED WITH i I � EX. TREE �I � 3 `, 0.49AC NEW DEVELOPMENT TMPo5SEo-03-oo-ooBo — I 1--I � w I \ \ R-i RESIDENTIAL ETo X BE REMOVED I OLD TRAIL CREEKSIDE, LLC (TYPICAL) 6.z AC rl \ D.B. i 8 PG. / 5 / / I I i 5 9 354 RESIDENTIAL � � Q Z I O \ \ / L9 ~ � TMP 05500-00-00-077Ai EXISTING DRIVEWAY EXISTING STRUCTURES TO BE RELOCATED \� � r � I • � � � � � / JACKSON, DAMES JR TO BE REMOVED � � Q U-)4.87 AC Z s / R-i RESIDENTIAL 1 U 3 / D.B.3879 PG.4o8 1 r TMP o55Eo-00-00-04300 I KISTLER CHRISTOPHER & WINNIE X 0.46 AC/ LJJ LJJ - _ s R-i RESIDENTIAL ~ z _ D.B. 4756 PG. 7o6 LIMITS OF io0' STREAM � I / �u W �� > �\ BUFFER 1 / / / ul U) Q w O -- W - - _ _ - \ �. 1 \ 0. w 1 Q - IJ 0 U 1 H EXISTING FENCE W m \`EXISTING STRUCTURE TO BE REMOVED 1 / /� o / / a Z) TO BE REMOVED � I EXISTING HOUSE TMP o Eo-o -00-o zoo TO REMAIN 1 / 55 4 4 i MAXHAM AMANDA & JAMES EXISTING 20' 1 Q O N 0.46 AC SANITARY SEWER ; CC I G R-i RESIDENTIAL EASEMENT DB. z PG. i 1 D.B. 6z PG. z6 4 93� 3 5 47 4 p Q EXISTING 8" SANITARY SEWER r EXISTING8"SANITARY �� �/�S a IC SCALE SEWER LINE hR `G p GRAPH o ao Bo � w 4�Q WINDMERE LANE _ ( IN FEET) 1JOB 821O. (PUBLIC ROAD - _ / - VAR. WIDTH R/W) (� ' I — - ! 1 inch = 40 ft. _ TMP o Eo-o -oo-oi oo l WILLIAMS, AN & CARLA PRENDERG Eoo RRY KIMBERLEY - -- RIDDLE, WAYNE & ATHLEEN / SCALE i TMP o55 0 oz000 - -- _ I AST, BA & i o. AC K - / / 1 "=40' 0.46 AC 0.47AC R-i RESIDENTIAL _ MATCHLINE SEE THIS SHEET SHEET NO. \ Q CO e / R-i RESIDENTIAL I R-i RESIDENTIAL z w 2 2 I D.B. 5o6y PG. i7i D.B. 4543 PG. 54z D.B. 4z4z PG. 43z M I I✓ m I I 2 / TMP 55E-4-43 TMP 55E-4-31 TMP 55E-4-42 LOT 43 AlLOT 31 / MTT \ LOT 42 / N/F KISTLER \ DB 5054 PG 175 \ N/F MAXHAM DB 4756 PG 706 \ DB 4762 PG 426 IF �76' EX. SANITARY SEWER 180r t MANHOLE ------- ------------ OldTrail-z5 3 - - - - - -- - TMP 55E-3-21 N \ LOT 21 N/F WILLIAMS LOT 2 \ \ \ DB 5064 PG 171 40,38o SF \ \ \ \ LOT 1 - t EX.\30' SANITARY \ \\ 31,064 SF SEWED? EASEMENT 1 \ \ DB 31\91 PG 130 1 �'A TDB 36M PG 198 W EXISTING 8" SANITARY O I \ PROPOSED LOT SEWER LINE \ \ � LINE (TYP.) yol I �[An \\\ > PROPOSED 4" PVC SANITARY z SEWER SERVICE LATERAL (TYP.) 100 I , TMP_ 55E 3-20 NOTE: SADDLE CONNECTION REQUIRED 1.0O LOT 20 N/F PRENDERGAST \ \ lo' PRIVATE WATER DB 4543 PG 542 \ SERVICE EASEMENT - I, \ \ D.B. PG._ �- io' PRIVATE WATER 10 LOT 3 \ I\""o SERVICE EASEMENT' to PRIVATE 38,127 SF \ \ SANITARY SEWER I 16% D.B. PG._ EVC EASEMENT I \ DB.�PG._� \ \ Al \ PROPOSED RIGHT-OF-WAY 0 - Alignment: TILLEY COURT 1 -Tangent Data M - - - Description PT Station Northing Easting IF r Start: 10+00.000 3923092.780 11420862.968 - - 1 - - - - - End: 11+25.749 3912972.701 11420825.634 Length: 125.749 - Course: S 17° 16' 16.4941" W - Curve Data Description Station Northing Easting PC: 11+25.749 3912972.701 11420825.634 -� APPROX. LOCATION OF RP: 3913121.149 11420348.179 EX. 20' WATERLINE PT: 11+48.669 3912950.978 114208i8.330 EASEMENT Delta: 02° 37' 35.3397" Type: RIGHT DB 144E PC- 75 Radius: 500.000 DOC: 11° 27' 32.9612" a I Length: 22.920 Tangent: 11.462 Mid -Ord: 0.131 External: 0.131 rChord: 22.918 Course: S 18° 35' 04.i64o" W TMP 55-77 N/F WU Tangent Data \ ` DB 3982 PG 743 Description PT Station Northing Easting ' -j' - - - I- �- Start: 11+ 8.663912950,978 4 9 11420818.330 , End: 12+30.268 3912874.250 11420790.558 - _ Length: 81.599 Course: S 190 53' 51.8337" W - - Curve Data Description Station Northing Easting ` I PC: 12+30.268 3912874.250 11420790.558 RP: 3912533.9o8 12421730.86o PT: 22+85.026 3922822.277 11420773.340 F Delta: 03° o8' 14.6ozi" Type: LEFT Radius: 1000.000 DOC: 05° 43' 46.48o8" _ - - _ - - - length: 54.758 Tangent: 27.386 EXISTING 12" DI _ Mid -Ord: 0.375 - External: 0.375 WATERLINE Chord: 54-751 Course: S 180 19' 44.5329" W I NOTE.• THERE ARE NO PRESERVED OR MANAGED STEEP SLOPES WITHIN THE PROJECT LIMITS. I I I EXISTING WATER METER TO BE RELOCATED OUTSIDE OF EXISTING Tangent Data Description PT Station Northing Easting co ' EVERGREEN CANOPY AS SHOWN. Start: 12+8 oz6 5• lz8zz.z 39 77 1 zo o I o 14 773.34 OTE: THIS EXISTING WATER SERVICE WILL BE USED TO SERVE End: 14+42.967 3912671,045 v1 12420727.795 I PROPOSED LOT i, A NEW WATER METER WILL BE INSTALLED ° , R -- - - �J;P - - - - - _ - g' FRONT SETBACK (TYP.) - PROPOSED 4" DIP SANITARY PROPOSED WATER / SEWER SERVICE LATERAL PROPOSED 6' METER & SERVICE (TYP.) PLANTING STRIP (TYP) - - - - - - - _ TAP INTO EX. WATERLINE _-NINO PARKING SIGNS SHALL BE LOT 5 25' MAX.J PROPOSED STOP SIGN PLACED ON BOTH SIDES OF THE SETBACK LINE STREET WITH 250' MAX. SPACING PROPOSED PUBLIC ROAD - _-- - PROPOSED (TYPICAL) RIGHT-OF-WAY DEDICATION SWMFACILITY I "> EX15TING RIGHT-OF-WAY/ PROPERTY LINE LOT 5 WATERLINE 36,832 SF EASEMENT DB.,PG.- --- --- I L JS'SID3 PROPOSED GRASS, - ' - - - - SETBACK(TYP.)- PROP BUFFER STRIP 459i APPROX. LOCATION OF O PEDx2 is D eG 1 1.- \ \ EX. 20' WATERLINE VAR. WIDTH SWM ACCESS AND EVG -- r� ,%j/ '�- ! cuuni d vll. .,d. Landscape Notes \ , `. EASEMENT AINTENANCE EASEMENT GS \ I....nvnf. N.nc6<rla I r n p.«aonlan Fill DB 1449 PG 285 PROPOSED ' • W % ur bm ti"pwrx+m :rof 0mp,b ap.<„mu0r01 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY DB. PG._ 5 \ �p B RF A% \� J CONIC. SIDEWALK i/ q TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF yl \ - ^ I Tr nu., r., nnn.l n , will /Y \ p r _ �. ,. DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF , `� R• Vvl� R(�q� CONSTRUCTION. _ r'1� L' , ® r enp< rp.n<." <rm p 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE r'7 R O a�"i<a.."<. ual,m,m, u.<"<u„• ",Im, OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT I \ I APPROX. LOCATION OF N O LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL �`\ I EX. 20' WATERLINE TREE PROTECTION MEASURES SHALL BE APPROVED BY LA Al TREE ' \ EASEMENT O:w,,,..n•i".,.o-un,nro„urF.o-lw;mprinl n„iblMv ,l.hrpll a,"+y m�u.".3,apmm.,y"w. ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE \ OB 1453 PG 566 AlACSA GENERAL WATER& SEWER CONDITIONS (June 27, 2019) On',. w„Ivry,.n.Inn,,.,m,nw<0n,.,.l:mplw b.m lrpenea and yp.,.v.e ey.cmmy m.po-..m. ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS DAMAGE ,TMP -55-76 --- a. AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. \ A MINNERLY TO SERVE THE EXISTING STRUCTURE ON PROPOSED LOT 3. Length: 157.941 Course: S 16 45 37.2318 W 20' ACSA PUBLIC - SANITARY SEWER EASEMENT DB..PG._ TMP 55-77A N/F MUNSON I PORTION OF EXISTING WATERLINE DB 1631 PC 5 �6 TO BE RELOCATED VERTICALLY OLD TRAIL CREEKSIDE, (SEE PROFILE ON SHEET 7) NO PARKING SIGNS SHALL BE PROPOSED (TYP.)CG-11 PLACED ON BOTH SIDES OF THE P•) PHASE 1 O PROPOSED FIRE STREET WITH 15o' MAX. SPACING PROPOSED DB 3191 PC 130 \ I I 1 O I HYDRANTASSEMBLY PROPOSED VDOT. (TYPICAL) STREET SIGN I PROPOSED 5' WIDE STD. CG-6 (TYP.) I II - - - - - - - CONIC. SDWK. L(TYP.) � HOLLY r-,;-_ II PROPOSED DOGHOUSE O PROPOSED (QP) �' - IS _! (EDGE PROPOSED (QP) pE UP PROPOSED 8" SDR-26 PVC p -- STREET TREES (TYP.) - - ANHOLE SEE SAN. SWR ly STREET TREES (TYP.) i __ - N T16'23"-E_- 313. t;=, RELOCATED FIRE SANITARY SEWER -- - - PROFILES FOR DESIGN .. � �' -- - - _„ - -- - HYDRANT ASSEMBLYPROPOSED 4' PVC SANITARY I \ SEWER SERVICE LATERAL (TYP.) x -\ . / P -- 1 G6" BEN _ - TIE IN TO EXISTING 6" WATERLINE_ I - __ e- - WITH PROPOSED 6" go° D f L- - - - - 24+00 13+50 13+00 2-1 r5 O - TILLEY_COU w 12+ - 33' D AGE - �� - - - - _ _ - - --)- - - RT lz+oo fix; 0 � - - - _- - _ - - - 25 POSED 6" 45° BEND PUBLIC ROAD- - 0 a �$0 a -� 'u+oo to+r B 3191 G 130 _ y VAR: WIDTH R/W w �' _ NH2 5d 2R EASEME PRMHl TBACKrry - _ PROPOSED VDOT. - STD. CG-9 (TYP.) y - '.._ 20' SANITARY PUBLIC • 4 ACSA SANITARY SEWER _ y .;.._ • \ F+ EASEMENT TIE INTO EXISTING 12" DI �++ DB._,PG._ - --WATERLINE W/ 12"x6"T.S.&V. \ LOT 4 TMP 55E-3- 33,229 SF LOT 19 - o PROPOSED WATER - - METER & SERVICE (TYP. N/F RIDDLE L - PROPOSED 4" PVC SANITARY TAP INTO EX, WATERLINE \ DB 4241 PG 432 SEWER SERVICE LATERAL (TYP.) PROPOSED RIGHT-OF-WAY PROPOSED BUILDABLE AREA NOTE: SADDLE CONNECTION REQUIRED 'NO PARKING" SIGNS SHALL BE NOTE: CONTRACTOR SHALL PERFORM TEST DIGS SETBACK LINE BEGINS . PLACED ALONG THE CUL-DE-SAC OF THE EXISTING 12" WATERLINE IN THIS AREA A LOT WIDTH OF 100', TYP. WITH 1 0' MAX. SPACING 5 TO CONFIRM THE HORIZONTAL AND VERTICAL EXISTING SANITARY SEWER MH LOCATIONS OF THE EXISTING WATERLINE PRIOR WITH DROPSTACK. SEE SANITARY TO STARTING CONSTRUCTION ON THE PROJECT. SEWER PROFILE FOR DETAILS. STREAM - --_ -_ - 226' -EX. 0SIDEWALK & W 1A_NDSCAP EMENT _ I 1. WORK SHALL BE SUBJECTTO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR U.,.,nY 1 CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK. `„'n"...n..j.'xedl,inrn".ijeedWra"+".arldl6.u.u.nm.nn.. 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY \ , °""""'""` TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE z. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 0 II<m ,. v<M1imly o.@ce,W ofmoRmcrim mnmY, me ,nl ,h,0 "ol6e n.d wi°6,au: dri ofuae """'pm"' """ea "'m"r �' p°"" REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. m b a.vN WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS 3•THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS 6 "idi^"'Q'"'"'I'""'^"mdy'nm'"m'°^°'a"°a APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. _ = AND WHERE SHOWN CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF NIECESELY UNDERGROUND LINES AND STRUCTURE$ AS NECESSARY. DLINES AND STRUCTURELY S, 4 fkm ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A . o r„o-i,,.".,pmnlnea war too ran.rma mpi0a.t.anb 4."M MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE SPECIFICATIONS,A AD PTED B THE ACSA. CONSTRUCTION S O Y C$ T T.a<,wNv.: 9 TowemnmJ.alupnn6ero.eawllp{n100Rnof�aalipWeofl"abEe.eeW DRIPLINE SHALL BE DONE BY HAND, LARGER AREAS TO BE GRADED MAY BE 5' DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS a",�,., rm,r: METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE - N I DB 11682 PG 640 - a"Il o T,I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY(1-Boo-552-7oo1). Q.1,.o<,...ned wdbn w r n ef. u,�p,.m ,a.". nmlm.&,w =a.,�y e<u"+«rca ny,mau i,„ O Fm"nrN bompa uJi. D< pm.ae.a.ppm.a Eya Co.nryinpmorp ormpr&a vmmu m ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE//' 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF(3.5) FEET OF COVER MEASURED FROM THE TOP OF PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. -- d- PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. z T aam,i 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED,"a ,,,6mr,�ppo„„y. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE OF THE LINE. O Weaidie . l<.<im.a irl.,"n..m o-lw, 0ie a„vrn �..u,. . r., ".�..,, ,id[ Midi ,w r,m..,.,«,u:d. w,a.n,,,.n,.:n,.��a,+ ,„bdAf,,,„�,,,,�. UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS _ io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. Notes o „. n,,.nnr:.,.n,.,<a,.,n" n< "u,,Il,.a.n< „"nn"nm�,,,fn .,..W,la. r.,..„ LANDSCAPING CALCULATIONS: n. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE ' 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL P antln, waR a larpc,rce,�all ae n„naace m m dummv<xhrn n n m,inp.rcd ba, 'vmcrnp xJl dnoey ixan redo. JANUARY 4,2014(SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN 12. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL n.f,..,�.nwu.l�aA.�n,....,,n.....l n,",,,. n,.•rn.l a,..n,n TO DELIVERY. DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION PROPOSED PUBLIC ROADWAY= 836 LF OF STREET FRONTAGE UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTI NG REQUIREMENTS. VISUAL INSPECTION OF THE SEWER „ 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY 1 LARGE STREET TREE PROVIDED EVERY 40'OF STREET FRONTAGE LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR Ikd IwI.,h,le,.o,.p,w.,",rnl,>y,,,,,.,,o,=,,,al,,,a„a.,.,.,,<„I<a l,y,o-.<,r,o;.l,". FINISHED GRADING. FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. STREET TREES REQUIRED= 21 TREES UNDER AN"OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS n°rR: rr urue un ore"•ORrvronsr"wn•ruconre"wrrn rx■coyT"wcroRun rR6e conse"vxnon STREET TREES PROPOSED=nTREES 13. THE SEWER LATERAL BEYOND THE CONNECTION ATA MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF arp,raeulcnn. PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH ARRIVAL ON SITE. SEE SPECS. THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS UNDER AN"OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. r/zs/zr NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER ow"cRsr""nn'"` rOAf HARDWOOD. SYMBOL BOTANICAL NAME COMMON NAME SIZE CANOPY QUANTITY TOTAL 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT.THIS AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT CANOPY TREES INSPECTION SHALL OCCUR UNDER AN"OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BYTHE CONTRACTOR. co..rT rrRr uaseR SIGNATURE (RAri) IMMEDIATELY PRIOR TO ORDERING. is. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOTOCCUR UNTILAPPROVAL IS GIVEN BY THE ACSA. w'fo pi 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED QP QUERCUSPHELLOS WILLOWOAK 2-1/2"cal. 419 21 8799 BY THE HOMEOWNERS ASSOCIATION, IF APPLICABLE. I ITOTAL: 8799 I _.SEE SHEET 8 FOR FULL SIGHT DISTANCE ALIGNMENT I < A D CA G O n m 2 D 'LID xJ F• .T1 o o 10+00 (D < -1 D r-mZ �7 Lnnm Z p m -n In 1 0 = D Z Z �) Z II M -IN > cY _ C7 m to 34' E/P - E/P I MILL & OVERLAY EXISTING PAVEMENT. SEE DETAIL ON THIS SHEET. � I nEX. CURB/GUTTER ALONG JARMAN'S GAPROA� GRAPHIC SCALE 30 0/ a5 30 60 ( IN FTT ) 1 inch = 30 ft. I Lie. No. 035791 ,a 1.1 4/26/21 w4rj Zz o d w 0 k g 0 III U-) < > V) Q W o Lz N w f ' 0 / U I U Lu °tf 0 > u i < D > a w o J w W j (4< f I w ce ca , a ac w a > o i N Q.\•I M O\i t\O �J W N CD Cn N W N ZLJ _j J _J U) 0 LLJ O zJ W LU in ZLLJ w CIO Q CL H 0 oz O H Ln C6 Ln Cl- 0 2: O LU z g G C I O LU LU U) Q F- w F- w w o _ a rn JOB NO. 182154 SCALE 1 ' =30' SHEET NO. 3 TMP 55E-4-31 LOT 31 N/F MITCHELL DB 5054 PG 175 TMP 55E-4-43 TMP 55E-4-42 I LOT 43 LOT 42 / N/F KISTLER N/F MAXHAM / DB 4756 PG 706 DB 4762 PG 426 n0— IF M - - APPROX. LOCATION OF EX. 20' WATERLINE OldTrail-25 3 DB 144E PGEASEMENT , 75 _ TMP 55E-3-27 - LOT 27 \ \ - \ j TMP 55-77 F WILLIAMS N W LL S \ DB 5064 PG 171 \ LOT z N/F WU I\ ` 40,380 SF j , ` DB 3982 PG 743 EX. 30 SANITARY \ \ 31.,064 SF — � I SEWER EASEMENT `� V � _ DB 31\41 PG 130 -- TDB 36M PG 198 IF -- 1 I kJ Lie. 8/12/21 79 J I TMP= 55E- 3-20 \ \ \ LOT 20 �� �>�� N/F PRENDERGAS7 \ \ 543 G 2 DB 4 5 P 4 � LOT 3 G PROPOSED CD-1(TYP.) v 75 TMP 55 - 77A 38,127 SF \ EV. N/F MUNSON, PROPOSED EW-iz (TYP- D! /j2 -/ ANOPY TOP=765.04 DB 1631 R� 5.�6 of=�<" I 0 PROPOSED VDOT STD. EC-3, TYPE NV IN N)=756. 9 STMH # 1 B STONE WITH A z' DEPTH & FILTER V IN W)=756. 91NV 0 756.51 O G RIPRAP FABRIC UNDERLAYMENT. RIPRAP OLD TRAIL CREEKSIDE, \ " DITCH TO EXTEND FROM EXISTING PIPE 4 - O I PHASE J � NO SCALE I DB 3191 PG 130 PROPOSED VDOT. PROPOSED C(ULOVERTIENDWALL. 2 I�� DI # STD. CG-6 (TYP.) 25-Yr HW DEPTH=751.53 TOP 763. 7 io-yrHW DEPTH=751.26 DITCH ` I V (N1 758.24 PEDESTAL SHALL BE CENTERLINE I N \ IS Y EXISTINGOUTSIDE OF DITCH & RIPRAP RAP AREA Y \�_ P2 n I I b�V (W)-758. 13 CULVERT I r „ 3 l - ' PROPOSED VDOT STD. EW-i- - EXISTING STORM SEWER SYSTEM - \ 75 sz # < > c z w4xF.'r» m Ll ( - - I a4+00 13+So 2 oo iz+ o - -- - 1 x n 'V 33' D AGE - _ _ -_ % - I I I - --I-- - - ` - 2 - _ _ 5 T LLEY COURT 3 o - 7 " 0 _ F 1 EASEME = - - �4 748.z5 EP C - 1 5° ii+00 io+5 D \ 74&58TC UBLICROAD - io+00 0 B 3191 G 130 \ \ \ I - - _ - ( _ -- - - V R. WIDTH R/W - - - - - — J 3 - - - 746.67EP t Z 75 - .. I ROPOSED VDOT STD. ES-2 1 - J w/ RIPRAP OUTFALL " II -- - LOT 4 — - - _i -�� — _ / OPOSED HDPE TMP 55E-3-19 I ,12 SF LOT 19 I _ 33 9 4 '� 74 STORM SYSTEM I � N/F RIDDLE n DB 4241 PG 432 PROPOSED CD-i (TYP.)F PROPOSED SWIM -L w OldTrail-z -2 — �\ 73 FACILITY - SEEVSMP 2 5 PLAN FOR DESIGN � 6 73z LOT 36,832 SF STREAM PROPOSED io'PUBLIC 5 PROPOSED EW-iz (TYP.) DRAINAGE EASEMENT \ \ _ - - D.B. . PG. 0SIDEWALK & W _L�NDSCAP EMENT �- _ ALL SLOPES GREATER THAN 3a SHALL BE At'PROX. LOCATION OF IS D 3 }.g1 LPG 1 \ PLANTED WITH NON -EROSIVE LONG GRASSES _ I - - PROPOSED VD T STD. EW-i PEDx2 \ EX. 20" WATERLINE I OR OTHER TYPES OF NON -EROSIVE PLANTINGS PROPOSED VDOT CL. Al RIPRAP LINED OUTLET \ EASEMENT PROTECTION WITH FILTER FABRIC UNDERLAYMENT DB 1449 PG 285 VAR. WIDTH SWIM A STREAM CCESS AND (MIN. L=12', Wa=6', W,=14',D=12") UDB..PG.— LLTO BUFFER \ 1 MAINTENANCE EASEMENT I�T/y R \ OLD TRAIL CREEKSIDE, I APPROX. LOCATION OF PHASE 1 i \ DB 3191 PG 130 EX EASEMENT RLINE \ \ DB 1453 PG 566 \ 12' QQRAINAGE EX. 20' WATERLINE - - I \�EI�S _& ` / \ EASEMENT I TMP -55=J6 1 \ DB 1453 PG 566 N/F MINNERLY I PG 0 TMP 55E-3-B I - \ OPEN SPACE B DB 3191 PG 130 I DB 1''682 PG 640 N, �� EX. 28' DRAINAGE \ EASEMENT - - !y V OB 3791 PG 130 9 0 I c I 6 I IGRAPHIC SCALE •/� � o a5 0 60 I IN FEET ) I inch = 30 Pt. >TMH #3 1 A TOP=75d.88 \ �lNV 749 80 ZZ o Z Lu . w L 0 L z c O Ce w a cii 0 z e F-1 0 F > In Luof Lu 0L N z w f '- 0 U v a Ln z 'd z f f 0 0 0 DU > V V)) 0 a z 0 Lua w CL w J W w W < U) W w m a ac w Lu 0 Q•\-1 M O\1 a�0 N zui J J U) in ZW U) Of 0 N U Q F---I 0 Q Qz Q U i Q Z Q Q Q Ln 06 Lr) ,n V Z �o Q Lu (D O LLJ W a ♦D z Of w U) JOB NO. 182154 SCALE 1 "=30' SHEET NO. 4 CEIVERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE GRADING: MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & BRIDGE STANDARDS OF DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONSTRUCTION METHODS OF THIS PROJECT. CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO CBR OF 10 OR GREATER 1S NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE THE SATISFACTION OF THE ENGINEER. BY THE DESIGN ENGINEER AND SUBMITTED WiTH THE TEST RESULTS FOR APPROVAL. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD RiGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL INTERSECTIONS SHALL BE REMOVED. DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LiNE OR A NATURAL 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE WATERCOURSE. CONSTRUCTION OF THE SUBGRADEE, 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END DRAINAGE. TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WiTH A MINIMUM MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY COVER OF ONE (1) FOOT. ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF PLANS, OR WHERE FIELD CONDITIONS INDICATE. GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE SHALL CONFORM TO VDOT CG-9(A, B OR C). VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. SHALL CONFORM TO VDOT STANDARD PE-1. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 7 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, PAVEMENT. AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT AGGREGATE BASE MATERIAL. iF THE SS VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR BASE IS PLACED. UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED PROPERTY NUMBERING ORDINANCE AND MANUAL. GRADATION FOR TYPE 1, ILL, OR III PRiOR TO PLACING AGGREGATE BASE. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE SURFACE COURSE iS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. iN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL i1. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN REQUIREMENT WILL APPLY. SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN TREATMENT IS APPLIED. ON THE ROAD PROFILES 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT RC-250 ® 0.3 GAL./SQ. YD.). ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND TRANSPORTATION SPECIFICATIONS. WITH A VDOT OR COUNTY INSPECTOR PRESENT. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT ALBEMARLE COUNTY OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GENERAL CONSTRUCTION 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 1S 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 N. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). cG-6 POINT OF CONCRETE CURB & GUTTER C/L FINISHED GRADE SIDEWALK / I�1' V411- PLANING STRIP 6� I (TRAMEL LANE) (TRAVEL NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. CG-6 CONCRETE CURB & GUTTER SIDEWALK R/W PLAN77NO STRIP -'- 24' F/C-F/C VAR. WIDTH PUBLIC TILLEY COURT STRLTLTT SECTION ROAD vAR. WIDTH PIIgLIC ROAIJ 25 JfPhr DESIGN SPEED, NO P.4RXINC ALLO#rEO NOT TO SCALE (5' MIN.) 4" CONC. 3000 psi MIN. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TOP OF --� 4" 2" R CURB 1 6" 13" I 7" 4" M/N "� 1' 6 2' OR #78 STANDARD CG-6 STONE OT #BASE 6UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. NOTE: FINAL ROAD PLAN MUST SHOW CONFORMANCE WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(i) AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS, REGULATIONS OR OTHER REQUIREMENTS. Pavement Design RF= 1.0 Location ADT IHCV Design CBR SSV �Dr Surface h a Base b a Sub -base h a DP ADT Proposed Public Roadway 48 5 98 5 5 6.34 SM-9.SA I.5 2.25 BM-25 0 2.15 21A 8 0.6 8.18 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL S SINGLE FAMILY ATTACHED UNITS (CODE 230) ADT: 48 VPD (24 ENTER/ 24 EXIT) AM PEAK: 3 VPH (i ENTER/ 2 EXIT) PM PEAK: 3 VPH (2 ENTER/ i EXIT) 1 1 /2" SM-9.5A SURFACE COURSE 1" BINDER INTERMEDIATE COURSE 8" COMPACTED AGGREGATE BASE COURSE VDOT #21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE �e--�--� EDGE OF EX6NG PPVELENT ' 1 (PS MINTED N FELD) TACIT COAT THE PROPOSED CONSTRICTION "I EXISTING ASPHALT LAYERS PROPOSE AUDI LAYERS EXISTNG W®ASEMOPOSEO SUBBASE ------- -------- • COYPCTED SLEGRADE CONSTRUCTION JOINT DETAIL EM REMOVE EY6TNG ASPHALT LAYERS TO EXISTING SUBBASE AND RIKKE WITH PROPOSED AiPHAT WIDENING LAYERS EM PROPOSED WNW 191, NCH -UDR ASPHALT SURFACE COURSE (SEE NOTE el . MINIMUM 12 INCHES, OR GREATER AS KCESSMY To ABUT THE FULL -INEPTNESS Of EXISTING ASPHALT LAYERS AS DETERMINED BY CORES 151E NOTE Jl NOTESA L ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEM]IT DESIGN N CCORDANM WPM CURRENT MT PROCEtllES AND E APPROVED BY THE ENGINEER. T. TK PAVEMENT ESO FEW ASPIAT PAVEMENT WIDENING SHALL MET OR EMCEED M MPTNS AND TYPES OF THE LAYERS OF EXISTING PAYEIENT. a6suREAC;E DRAINAGE Of M EXMSTNO AND PROPOSED PAVEMEM SMALL ITE MMRE D N M PAVEMENT CESMGN. J. A MINIMUM OF THREE COE5 SIAL E THEN ION: THE CENTER OF THE ADJACENT TRAYEL LANE TO DETERMINE M TYPE AND TNICRESS OF EX6TNL PAVFIENT LAYERS. ARSE CONES SHILL E SPACED NO MORE THAN WO FEET MART. a. M ADJACENT TRAVEL LANE SHALL E P LLED A MORN DEPTH OF I f INCHES AND PERKED NTH AN MPHAi SURFACE COUPE TO MATCH M PROPOSED PAVEMENT OCEANIC SURFACE COURSE. DRESS WAIVED BY 1!E ENC M. S. M ENGNEETT MAY EGUUR M WILLING DVTH OF THE EXISTING PAVEMENT TO E AMUSTEU TO AOAM AN ACCEPTABLE PAYMENT CROSS -MOPE AND EFFECTIVE SIPIFCE DRAINAGE. G. E41S PAVEMENT MARIIDS AND MAWERS WITHIN THE PRNIELT UNITS SNAIL WE RESTORED %EXECT TO ME APPROVK OF M ENEEER. T. FINAL TRA SVERSE PAVEMENT TE-N SHAl COMEORI TOM EOUiEMENTS OF SECTION J15 ONeT OF THE S•ECFCATIONS EXCEPT THAT ALL JOINTS AT TE-N LOCATIONS SHALL BE TESTED U ANC A 10 FOOT STRAOITEDM IN ACCORDANCE WIN M REQUIREMENTS OF SECTION J6.0T(al OF M sHECFDAruxls. ASPHALT PAVEMENT WIDENING "� " IIK-I REFERENCE vaT v 11 FOR W�QMp SIIBLECT TO TRAFFIC JO5 JOJ.IW VNWA 0@ARIIER O< 1WMlOROCI 315 GENERAL NOTES: L M KTFCTANL WMASO NLML K RtlVIDFD n INACATm Tau L Mo OPIUT MYp REgT CLASS A-] I kt P IIECW Em WY k UNO OWj W 91ftE]aRL MMMI 16 x11E T Al O DOES VOFIECfT/NIF S iO ass GIN Rw MYMm O� ��FM]I,TIrE.G1•Y WIN Rwv TYPE A RtaaR � W, L9n �Mpi���N6yS�p PERPENDICULAR ti TlAr pA�'MC f61M�ED SG(3 CRI K C N� OIOR FIECMT RAP FLOOR. MECMT COCOTTE MALL K CLA9a M. .MR 0. 1B�ppTlN�gpE9BN6 NEF ro aE IQe x r R/® TL911P11 ro ERN1G ADIO 'I, MX% fdLC[lE OWPII RMP POOL YC-DEPI I OF RNP FLOM MCWY ��,•L �l 0. RIB / GUNB AID GUTTER SLOPE TRAl01p16 ASAGdT TO CURB RAMS A ERIUKD M PAYMENT FOR L / LYDB ARID OUTER TYPE B T. CLPB RAIPa AIE TO E LOCAIp AS 9IDWM Lw M Pus a AS OB[LTm PARALLEL BY �' TLIEY ME ro K F/OVIOFD AT KYETI 016 LMEIEVOL /N ROIf1E NIIM M RYIR OF WAY OF A AY FAFAIiY MOM A OJP9 REGMCLM OF WKNER SOERALK 6 EOTPID NOPDXD, EXIT NONEXISTENT. THEY MST BE LOdTED MMI PFDf5TBM1 CRb55WAKa AS SHOWN OR R/B6 OR AS NECTEEDCBY M ENMEQI AND SHOULD ROT I- KINOMMT9�.DORJP PRFTwS, Rt. ACCESSIBLE MATES 1RJ M A COMIMJOIA �. e. LNOBarRUL'TEDIDM SIRE inl AND SLP RESISTANT PAIN CONNECTING AL Rn �l•.L A (AMITY THAT CAR E AHRObEO, [N1EE0 X AO IISt➢ IN, PEDFStIRN6 0. RAPS WY E RACED ON RADA IM TNICENNL SECTDN6 PROVCED TUT WINT- NAUEa rHAR M f.UB OPp•JpYEO 6 RKfD RITIII TK (YTS M M CROSSITALJt MD TMPEIEIOMIQ M TOATTHE K CLry � OF THE (CURB O 6 XT X OF PANEN AS ATXX ,SHE AS TOP a CIhS E AN R a'• THE RAN cwpT TYPE C TRIAx oR P NouvYTR" GK PARALLEL G PERPENDICULAR A W MR MTN ARE ED �C OEM OP` MTN A�SHA� M PARK W • ta' TRINGRD me C-c o E 0 OO0000OCML E E C E E E 6 6 E E E 6 E + N o0000000000000 g§ y o 0 o 0 0 0 0 0 0 0 0 0 0 0 3 N yI 'A o0000000000000 _ ; e0Y-GeYM BASE DINETEA o 0 0 0 0 0 00 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 7RU�C� BW-dAETER PAY LIMITS DETAIL �E DETECTABLE CG-12 DETECTABLE WARNING SURFACE REM 7M GENERAL NOTES 105 t0>Oe YRTIAA DEPARTMENT N TRANSPORTATION 101 o-Mlua.x Dw gXSS OF MET JOMF� 4i'29!• RN6 D% NT-&OCa II .'a n*� M �� 1 licooc000c-eceooeooFlioeoc�evecc-: ra .iEll■NNNNINNENO■■NNNNN■INN■BNB■�I�M S� : __ B 11 � '�� I` ^ L•n SECTION A -A F LEY1. coxsT. JDPMT t- J.-BMOC A F!PMe s t' �- BI6r ARaE EVA IN WY OIIYEIER • ]IMPOSE '"'® FRONT ELEVATION WI0.5 F Y_ eARs B (GURTEN REIOVEDI ` J'-r I IAA I- 'W. NOW KATE SECTION B-B R• Vi TYPE A NOSE ET SWLL E MOM WIN W-a W BT OP-7 AIDAIDS - 'A' �x�LL/S�.•Axpyy� /r AI�1�I mLYNtlID TYPE B NOSE RTT9YLL BE UiD WIN CO-x arNON65. (VICE A TOME • To i A• sBO AT r rnPEDrm eaBm GAV11® RAZE FOR TYRE A TO E 6IXF_OII M MGE 6 ar�D ro MYE RDI O IOC. CtlIAM YET AMID 6 T AT I c-C. WAIN Ye x a•• arm suR NOSE DETAILS M]DED ro e[xr MlE AT rt<. PAVEMENT DFJA L OFi L D-0C L ;�w V. 17Ila1 WAim PAMDE6 I I LMOW I I DETAIL WHEN USED Fa( usE CH GNNNs ADJACENT TO CURB SOONm roS1 RE B acA WITHOUT GUTTER 1(E STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 2W VIRGINIA JLVA9"NTT OF INANSPWTATEW xY AlLIE S C-C raj C06tR1CTp1 BML qM W NAR BTV YM � �- a LLB RMr rstE TAe1D 1MPRATED ot A XE SIQT lot Or 4 a FOR DETAILS r B aEAY RIB eACx LXAa '!0I1 W SECTION A -A TLON TIM SECTION B-B NOTE+ FOR GENERA NOTES ON M DETECTABLE WNONG SURFACE, SEE SHEET 1OF •. TYPE B PARALLEL APPLICATION RG,D,,,AY MADE M PERCEl1i NTH H LENOIH PHFEET •• cIXID e• cuB 0 ♦ G 1 ] T x ] e J e B • E] B PC 5 D R IT N B NOT. THE Ka1RED LENGTH OF A PARALLEL TRUMP IS LAVTED TO a MT.IEOAO W OF M SLOPE, e END B A m NQY TOP • FIRE DETAILS IT-10' A• r ypl � yN Dn YM. Mn YIL MIT SECTION A -A fix, IOeIT SECTION 0-'8 NOTE: TER OEIERAL NOTES ON M DEIECTABIE WARMO B ACE. Y£ 51QT 1110, A. A 4-aaNME LIBIDOS m�vELu�Y�4tmaL TEMEPR EK : DIOMWAV( A AWEA- P YOLICKEB: DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK (WITH BUFFER STRIP) M �0p0p111I1sTOO�N LINEDFORCCLN�aTOLTON THAT eWI M YEq MVW LNE1O `MNHIg1CiNN! FFFTTFM AMTERA%11!ap. YNYW IOTA RAP LsiM a FEET FOR AM CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION VINieA OEPMLr OF TRANSPIRATION TABLE OF QUANTITIES mom �I�ImI�eISIee ION®IDI®ISISeISOIrE'�.aI© ''7�N�N©N[>SJ'�'•7f7NF97NON®tImNON{;vN�id'it!� eB IIIFE ®�om�rar* a'�•a ��a--�a�>io�a���aoNrra�c� NriNFrf�NFET�N7NN-�iiOfAT�'•7 f7NF� 70®NSEY�NV N{�iN�NrrS��'7 i7NbT1f71'1N7N�N��!)•Nr'Sw7NONFi®tliY)iF1N[�.J�NaR'.�f'7 rasx��±s•orr.>ac>.r>sarra^a Sl•E'SiNF)•EII7!l�L.7EINTd1ioR!aNSES� t9 NRS>♦ Nan � NNOESi Nil f A7!. W R'.'J!1• NF3w� NO 1L�7 t� iS� E7 R� NS Nrdi i^.1• Nr>.��Essao�aaa�ra.�a•^.r•���o®�Rxa��orram NUR N�i7 E>c>• o N� NO rasrras>a NF)• NF7®ND N®Nr! N =G-,N o NDrM7 0 �a �� saa�(:��>.©�a>i��aza�Ns»faND�aoi rl:•,N�NLII�o�a�,• NUR mt NNDa o � Nu � NUR NN�'O Nv ®ND m o m NEa Nrl•.� �; � BNB®N7��1N .[>677)Q. •�E>•NF A�NO®<7NFII'iN[7N(?�N©i,L'i�1 C•7N�S.1NEd'_1N7NE1O•N[%1N[�. 'S76•iE7NF�.�NONF����IID'7f)•NLE�i�NR7�7 ND7NRIR•7tlRT7GlN�'it'1NfA7TW':'J NF�NF',s'.�NDEII>itt•�af7NCL�i)♦idL1NC'.E7 ■Oltd67•R>tlFT)•ONR�'iNO� f7NF1ff70®<7fII-JNI7N{L.�N©NR7i"7 cv���(�oNN:S'iNT[f raaraaNT7N�iNDEsaNLf�7ntNTICSfsaNE25SNs*<>• .ar s..a(�� �-.r>aa�a�as�.3ionl>sa.:.aTea�.�sa.aas--a _ RRf•,7t'&fRR3''f��N© .��OfOO.O®R7!'IDRJONDu7oNE2!7N[F.'1 NOTES L OEPTN OF ILEi DO TO BE SHOWN ON PLA16. T. ♦• IF B" SMOOTH DOWELS AT .PPRUAUTELY 6. THIS AREA MAY K [ARIOI.N Nq1 CASE 12' C-C TO BE PLACED IN AL NEAR AQIAEW THE EYP .ORS WLL A f MY TO X. M 'M DINTBaN SIOMN ON THE STAIDARN TO ARIRTNG CONCRETE TO PIREYEMT CUB MO GURFA. RAID SPFLFED ON M PUNS RtL BE SETTLEMENT. 1FASDFFROM FUTINVENT OF THE OUTFAL NL NNOETE DINfi(TES s10M1 AE FOR NPM PIPE To M TIP OF THE STI4KTINE. KAM ARE ��n MYD & J" OMEtER SEEP TIRE TO K LOCATED TO 60 E b'-x- WIN0ITIITFEIgRS THE LINT FOR 'C NE ACIVIALIN R R STM]Ym d TN :WI " E.RUP �D'4s1AMI o pF:EImTLiO DEP E16 sNNl W v ®5 m WRISWa oR /OD Jx CRJTRMTOR FROM FAD NQTDI6 pAET[p • 0.03' YRH1t V W/DW DAL YARDS OF CONCRETE FEW :Api FOOT ROM AWDOIID FRMEr T3-THE Curet€ a s 6ED 11� Mq a M sTMaCIUE. ro ES WPEO M /LOO/ONIC[ M M STIM.W n. LENiTN V M4E NON AT AIDWY W Saw I 15-1. M COST OF F s1W6 AND 0. ALL P. ALL EAFORUAG STEEL SMALL MA A NIL OF x 6 TO IE L.W AT ♦.O ISSIR.. MATERIALS ® TO THE 'stmcr°.Tac� a r. iM In +r maTEz IJ:Tam R ONE (DOME. D. AL WEXFOROD STEM TO BE CUT CLEAR OF IN ME EVENT TYPE Pf?1TT a M OIRFAL ALL OPCJE(DS BY r. B. ILL EKORNO BARB TO KI0. ♦. IR a HIGHER THAN M BOTTOM ICE M 9TRIlL'1VRE THE II'IQi OF M aTIILICIU¢ SHILL E SL11/ED Wfw CEMENT I m TO It CAST�M FLAX CaAEIE 6 TO K CLASS M (SUED M FORECAST C n 6 TO BE 20. MEN INLET 6 USED N A'-r 1 SAD( OF INLET 5 To E SHAPED TO CONFORM TO PREVENT STAVND 1M KNOW OF WATER A000 PSL PROMXD CA N M STRICTNE. M COST m FUPfSIMO ARID MAOO AL MIaTE:YIs PK x TO M S.LMD a To K PAJDED N M BD M _NON OF MOT EM WIC, IN ENTRY CASE, K SHOWN ON PLM6. MACE FOR M STRUCTURE- U. E MET a LYNSTRUCTEO N MFDAR GIB IM 0. STOPS PROVIDED ESN H S.-D.'ST- WRH CURB. GUIfiFA B TO K AT . R A oR IAEIITEW. MIL DETAILS BEE STANDARD, St-L ED (SIDE aMrtim fSFE OETAu. G. T:6 IOW MAY E RECAST OR CAST- KACIE. N. STAUOARD NUTS MAY K CONSTRUCTED WITH Ca1DRETE 111OC16 N CADDDNIDE WIT( THE DFRAts s1wN a 9TADAND IIAAYID D-Is. IOW STANDARD CURB DROP INLET 12N' - 3011 PIPE: MAXIMUM DEPTH (H) - 8' >A VHu MA P_P W'&1 0- 'NN R'MY.Y. A E-I PERMISSIBLE Cg61. 5' W I L I " 44;11 A�-U TRINGATED Data 101 A 10R O[TMl] L TANGENT PLANOCR. a-E rs W-C CROSSWALK SIGN v a , x0 : TYPICAL PLACEMENT I • - - • - - AT INTERSECTION '' WITHIN CROSSWALK rLB` SECTION A -A NOTE. z Q1NNL LRTTO Al M RTFCT WABRLe MMx. GEE OEET 1 M t. CG-12 DETECTABLE WARNING SURFACE o TYPE B (PARALLEL) APPLICATION RE . YIDS vRGNA OVMILENT OF TRN6PMTATOx TDJ.oe CD I Ew-o TOP OF CUT PAY LIYTe FDL IiYPpNI Wi OUTLET PPE i0 L I PAVEMENT ECN "M As- T ELBOW EL CROSSORAIN CO-1 AT LOWER END OF CUTS EDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LASS 1/ay / PO N INK ]SELECT MATERIAL) --(--- ;-11 / --Q-- AJ•5' TRENCH PLACEMENT v N -MAYMET FOR WRET PPE TO L L EGA WITH 45- PAVEMENT SUFCE a BASEM OF FILL SUBBASE O �`� rSELECT MATERIAL TYPE LNE ITYPICAIu.TTJJ' • • • a $57 AGM ATE. .8 A GATE OR CRUSHED aM5 MEETNG.B GRADATION REQUIREMENTS. PLAN VIEW 1'- OEOTEXILE DRANCE FMNIC (PLACEMENT OF CD-1 CROSSDRNN) OR �- PAVUExI SWfCE E ME 0 o v o 0 o P o SUBBASE OR CEMENT STATIMED BASE .e.`CEEOLTYK E�WE (CEMENT STABILIZED) ~ MOTCNTILC N57 AGGREGATE, 18 AGGREGATE OR CRUSHED m,P„Q GLASS MEETING N DIIDATO EOINN[MENTS. GENERAL NOTES FABRIC NON -PERFORATED OUTLET PIPE TYPE OF PIPEW.T. DDSIND STRENGTH A• NOM.OWETR NW.T. V ADM. DIAMETER SAMOTN WALL PVC .W Ow SYOON WALL E 70 PSI NNW )0 P51 NNN L UNLESS SPECIFICALLY IbCATm CROSSDIIN RILL ROT E LOCATED AT THIS PLY? WHEN AOTN SBBME Mo SLBGRAOE ME STAIRMEI. x. TREXLR / BE FILLED WIN A:RMGATE AND 1MN:GHY HAD tAREO TO SNAL Sa •LGUIRC LOYPCM J. OUTLET PPP: SHALL BEGIN AT THE EDGE E M TRAVEL LADE PAVEMENT AND SHALL E PLACED OM A MADE PARALLEL TO THE SHOULDER SLOPE ZaW U % OCSMABLEI MADE. A. ON CURB AND CUTTER SECTIONS, WHERE 16 NPOSSIEE TO OTHERWISE PRONE OUTLETS FOR CROSSONAN& MY ARE TO K LOCATED SO AS TO NNW INTO DROP .LETS ON MAHIDLES. 5. ON SPERELEVATED SECTIONS. TENCH IS TO K UNDER ENTIRE PAVEMENT AREA MTN OUTLET PPE ON LOW SIDE MY. G. NN ERT ELEVATION Al OUTLET EM OF OUTLET PPE TO E A IMIMIY OF T-O ABOVE NVERT ELLVATDN OF RECEIV.D DRAINAGE DITCH DR STAICTIME. N WAIL THEXK55 DO) INCHES T. AL CONNECTIONS (ELBONS. WYES. ETC.) WITHINPAY LOTS FOR OUTLET BEE CRL61.NG OF THE SASTRENGTH AS THE OUTLET PPE. PPE ARE TO NNE TESTED ACCORDING TO MTN 0-24E AT 52 DEFLECTION. C WTLEt PPE TO E XCIAELY COHIRECTEO TO MOM OTHER MANAGE STRUCTURE. `vo= ISPEOICATEW ROAD AND BRIDGE STAP.-.2- TYPE NOTE W R� Q ,T'NR REGAp¢LISATIUM.P.M.OF AO%E. 52,ip.1 Z Pt Z y= IITIII � a H CIRP)MALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP M 1t12CTLN OF CRAB TYPE ADM fYlE4EWTKN OF THE UTILITY ST WY VARY TO MEET EXEXISTINGFAD WNQTPJm AND ROADWAY EOMETRA'6 PROVbD M tINSD6 AND SLOPES ME AS NOTED. d x W]1WL5 AATXEDFnP �`�yp�j rT X.j M TlP O CURB THIS COLETm wA Y RMIDCGULAO a FOR ATOUTONE CM ! usm MR MOOD BUrR srLr. IAIDPN Ar eoTra a TWo acwID >DEs WITH Pr ID So- 1WL A O CO FA A LYEBIDa M SNORT POPNOOLM RN ro M FRET CM BErNOTECIED MDaGMED 2laAal IPECIEO TO M sEWAK MIN WARD NNrAN. CG-12 DETECTABLE WARNING SURFACE LIEN. T,06 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION oz VRNU. OFDARTIFM OF TRM:.SENTATO UN 12 A L PI AN SECTION A -A L MOLL EIN WITTED FOR EASY I REMOVAL ISOMETRIC ALIMNIAA AVEis as ONUS A• X e' AUNMM PAFL. 0DM OR 0.10 TNdL (J C D D CA VW AAMTM u.TE x" BLADL LETTERS PLACED KILLED RAIL STEEL VERTICALLY W YMIER POST AT ILLY 1.6./FT. RATE WIN WHITE BACxmR DD' FOR WERaNM6 'CD' FOR CTIO AIDS UNDERDRNN OUTLET MARKER DETAIL NOTES: L TYPICALE i AT E W OUTLETS, PIONS CND ALL 0 K PLACED M EMS AL OERORAN W LE S, BARRIC LOCH WHERE RM1ERENAN 15 TIED IWO OMfl LRANK.E STRUCTURES. ELOWAL TO BE INSTALLED PERPEMIDAAR TO ROADWAY AND FLIIBN MTN THE MOPI T OUTLET PETS SNAIL K RICO MCIPEEDUTEO SMOOTH -ROE PPE LEETBD THE REQUIREMENTS PIPE LET, SLOPE ONE amM CONCRETE CUBIC rrDs OF TO PSITESTED CCDONG TO ASTM 2412.' I EXPANDED STEEL WITH (FLATTENED) SIMLL HAVE OP M OF APRON Vj Y 1• AND WEART APPROX. O.BT LIPS. PER W. f MP SHALL E GALVANIZED N MCaDNDF Rli ARTY A RJ 1K MESH N SRAM EXTEND A 4a/YW O Y ASOVE M O.O. Of M PPE, A•O 5 A BARKER N ROENTSEFC_ THE SLOT FOR THE STEEL MESA 5 TO E CONSTRUCTED 50 THAT THE MESH, CAN E EMOY D FOR CLEMd1T RLMOSES. a. TIES MEN MAY E PRECAST OR CAST N RACE. CAST N KCE CONCRETE IS TO E CLASS AS 0000 PSWI. PRECAST CONCRETE 6 TO E CLASPS AT (AND PNW.1. ]. STEEL POSTS SHALL E GALVANIZED N ACCORDANCE WITH THE ROC AND BRIDE SPECFRCATDNG. AIMIAM YMMER PLATES SHALL K ASTM WN ALLOY GOGI-TG M ]OSx-H .SKEnW FOR L N a" x�1 r- r-T o.I 0.TS A" Yt J' ] 1'.1 " A" Ht A'-5- 1'-1' 0.00 G' T't T'-O '• I'- O.M G- 11 a'- r-t am W' A:1 s'-9 I..J '• O.JG wAR�rauN, I-IJH "A. "N.v . BRIDGE SPECIFICATIONS. C MARINER SHALL K PLACED AT ALL EW-V INSTALLATIONS WITH x THEN LETTERS KNOW VERTICALLY MSIGGATNG UNDE MIS WITH NOAND CRDSSDRA6 WITH T. MASER WELL K PAID FOR N ACCRIDANE MTN SECTION ]DLL OF NNE ROAD AND NIDN SPECIFICATIONS. `VOQT A COPY E THE ORmNAL %&ED AND SJMO DRAWING 15 W FILE N THE MNIRAL OFFICE. SRE6� TTO ROAD AND BRIDGE STANDARDS STANDARD ENDWALL FOR PIPE UNDERDRAIN NMCIHA DEPARTMENT OF TRANSPORTATION bx xOJJ TOP:1 Sn at 1 OF 1 REVISION DATE wIRON /w■ Z 0 1- z Ln w z 5 0 H ; U a I LU 0 �•`•� z 0 Z) 0 1 a W a 1:11�i H ' z W E I f ' O ! U U a Ce W d V > LU I- z W O 8- 0 > W 0- 0 U) W .. .N .H .. .N T L\D N N M M NT W z/ zIG I M � M Cn � W N N � N Q W; ZO W C2 _/j W *-1 W a o V o o6 z � LWL I� WY O Lli z UlU) W IT_=: OTT ZW W J Q� W > VI w JW J �Q `J 0 C) z Q CN r-T LU tu 0 W a_ Ln JOB NO. 182154 SCALE AS SHOWN 5 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL IL INITIAL BACKFlLLU6;" BEDDING 8 STONE • STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF 068 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE Y 4 e• INITIAL BACKFILL 4 e SOIL\ TIN. MN MIN #66 STONE ^•= ANULAR FILL AS APPROVED BY ACSA :�iY .• T STABLE SOIL OR ROCK NOTE t. NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER ONES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" UFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 TO TREE NG DETAIL H EDGE AROUND AREA TO BE ED TO FOOTBALL PIT NOTES: 1 SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. :1 TOCC DI ANITImn NOTES: , SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5, SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. 45' QL 1 r �. m45' •, �. I • PLUG . 1 • . I L 2 1 r ' I t t FOR ALL BENDS FOR TEE OR WYE FITTINGS WDEH TRENCZ ACCOMMODAT ANCHOR I. ANCHORREQUIRE BEDDING ASREOURED MI• T T SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND P1005 VOL 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION. CHANGES S2E. DEAD ENDS AND AT VALVES 2. USE 25M P.S.I. CONCRETE. 1 NO COMCAELE SHALL BE POURED ON ANY PART OF THE JONI. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE et SZE OF ALL THRUST SLOCM CONCRETE THRUST BLOCKS NTS FIG. -3 TII SIZE OF W.VD. CU.'fD. BFNO L H T L M T BO 2.50 250 lm 0.21 4' &6' 45 200 2. 25 2.60 0./5 200 225 2.30 0.13 221/2 F.200 232 0.10 11 1/1 1.50 200 250 0.10 NI 3.88 116 121 0.4e °• 45 221/2 256 1.66 2-68 278 2n 269 0.2e 0.13 3.1e 2.91 266 0.32 tt 1/4 1.66 278 267 0.13 90 L.B3 183 142 0.63 10' & 12• 43 3.33 159 295 0.43 3.I33 4.00 2B3 0.52 221/2 2.33 258 2.86 0.24 tt 1/4 HUED 233 2e4 0.1e GUYING DETAIL CONSISTS ? GUYS.SET 120• AROUND RT PIT ON "UPHILL" SIDE ER TO TREE KING DETAIL (PACT EXCAVATED SOIL FORM FOOTBALL PIT DOWNHILL SIDE OF TREE NCH EDGE AROUND RE AREA TO BE CHED ER TO FOOTBALL PIT AIL NOTES. 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT x� TREE PLANTING ON SLOPE N.T.S. 12 SECTION N.T.S. BACKFlLL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADO MULCH OVERTOP OF FOOTBALL AND PLANTING PIT LIMITS. BEGINNING AT NO MORE THAN 1' DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS. THEN TAPER TO PROPOSED FINISHED GRADE 1' VARI S = REFER TO TREE STAKING DETAIL SPECIMEN SHRUB HAS SPEIED ON DAIAWNGSI \i TRENCH EDGE AROUND ENTIREE AREA TO BE %�\��\\\:; �I• FOOTBALL J\// /�\ �j�\ \/�\\ \`\\ ORIGINAL L SOIL CULTIVATED, CUT AWAY ALL WIRE BASKETS PLANT AAF NON -BIODEGRADABLE\\ \� �� \\/ AROOTBALLU PIT EXCAVATION IF LOOSE. IF 4" WRAPPING EXCAVATED MATERIAL IS NOT MIN, FINAL TREE PLACEMENT LOOSE. SUBSTITUTE WITH BURLAP FOOTBALL WRAPPING ACCEPTABLE TOPSOIL TO BE UNTIED FROM TRUNK MATERIAL AMEND BACKFlLL II I I' AND T AWAY 70 A POINT N CU PER SPECIFICATIONS. COMPAC AT LEAST I/2 DISTANCE DOWN S BACKFlLL IN LIFT BY FOOT FOOTBALL. WATER THROUGHLY AT 1/2 ROOTBALL::' IIIII=61111( DEPTH. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT BREAK RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED 11Td=II II=1 II =TUTU=ITV--II II=III=I�`IT NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO -Nul¢Il= 1=1 II=_ II=0111=IIIII= I_ DRAINAGEI PLANT PLACEMENT 1 NOT( T NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NO REFER TO FOOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED 31 OR INCURRED DURING, PLANTING PROCESS. SHRUB PLANTING ROOTBALL PIT 3 4 12 SECTION N.T.S. 12 SECTION N.T.S. 6' NOTE RESTRAINED JOINT FITTINGS FW12 Side Vlew 42' MinimumfAoUen Of 961EPeeliOA r Inxl GGlvunlzed StNA 8e , x 14 (min. size) e 3' min. penetration Into undletu load Boll , or as approved by the ACSA TYPICAL THRUST BLOCK IN FILL AREA NITS no. W-38 TD-5 r meuxaN . ve WAM MN IxI a AINWWI oeTAL O 1• M Y WNT !OA TIT[ W ATAOWI WHIM FANLY IIlmOlILW BeRIT®a VIAL IemeN Aw NANAtxH Tnr•o1a. r•1•e' TIT bAID gIAlEO iRllllQ OH � I, _DUAL SERVICE r WWNMm . 3/4• MAU2 FFM Cu LIB OR ANMOm VXAL V Tn% Y esr FaFln O Fa1 ION WI OIDFlDO TWRt FAIRLY AHWpeIRLL m11R YHpw .YI ewG1Yl Mao a NO MO,OEO. rpD SINGLE SERVICE I) MW4Y COWL W: MR ON M TTE Frwn Fax uo I �W Ir-I �� NLIP �`•A�r�W(�T soL jr 11Y1th OWTaOETIp In WPO uINUH MMRJI TS oxNanoN Ir4P C ti ,, � rAxo a wLT We0 v^eT✓•/k + •• WnwTHA wwIN P" IE Ay ETR E41MI / T: WIN Wl MESA=' M1I'�1., .,. .!wh•. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. *-GA ZIH 12' 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2' FLEXIBLE CONNECTION J NOTE: NA TH STAINLESS STEEL ALL CONNECTIONS TO BAND F EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION ' BOOT o INSTALLED TYPICAL MANHOLE PLAN SHOW ING BRANCH TIE IN NTS FIG. S-I-B TD-27 ASTM AM AND HEX Mrt AsTM ABBE (TYP) LNMMSnA*M EARN umonnalm 2 .Y'�4 DI f SBl (tYP) ALL-TPeAM WATER Wet O11 WTLW .Y. J'. U"Dmrunm EARN Elect ff HAS$ A-3 CONCRETEyH TlV DA-LUG WOISIUIIBED N MN s' f.LEIlADDtl Mz RECDON NO7G I. ALL RODS AND FASTOEUB SHIALL BE CMIM TWO OOATB Or ASPHAVAC PLANE AFTER ASSEMBLY. CONTRACTOR 944E ENSURE THAT TIE COLLAR BEARB AOMBT INCINURBEO SOL MR THE EWIMW 1 MKIBDIB 9HOMH BLYOND THE TIENGH WDIN ARE ABSOLUTE MMAM. F TE TFRCN WIDTH N IAMM CORING COMSIRUCIDN, THE DOLLAR ONE®ORS SHALL BBWABE ACCOMWMDLY. CROSS ANCHOR RESTRAINTS FOR VALVES Nrs Cie. W-]C 7D-e COVER LIFT NOTCH 12 3/8- WATER CAST IRON UD 9 NOTES: (1) A 1-3/4• DIAMETER HOLE 15 REOURED IN THE LED FOR TOUCH READ METERS TYPICAL METER BOXES (5/8"-1" METERS) NIS FIG W-7 TD-13 `l r AT R* � 21 - In �n �a y I a O FT I 3 8 Eby o N M I. :1 A Ulu I LL 1 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-1-D TD-31 NOTE HYDRANT MUST BE EQUIPPED WITH CHANA/IES- NLEE THREADS WHICH IS QME t LOCAL STANDARD. LENGTH OF BRANCH VARIES ° 2'To,n (no) tE-xY 7 Cu. FT. ALUM /68 SYCW 42'MIN ::: •• , VALVE TEE 2500 P.S.I. CONCRETE ` I BASE ANC THRUST •;: •. 1,%T, l r BLOCIR AGAINST UNDISTURBED STABLE 50L STEEL PILE BEEN THE SOIL IS DISTURBED OR WEN RESTRAINED JOINT CUTTINGS A HYDRANT IS LOCATED N A FILL. N ADDITION TO POURING CONCRETE, A STEEL PILE STALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 1 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX 4. THE GATE VALVE IS ALLOTTED N SHOULDER OR BEHIND THE DITCH. IT IS MDT ALLOWED N THE DITCH. It. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PIEVAI NG GROUNDWATER ELEVATION, F REQUIRED TO BE N NET AREAS. THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. w-4 TD-B FRAME & COVER (SEE FIG. S-1-0,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE 3'- 0' MIN PRECAST REINFORCED L CONCRETE SECTIONS 12• MIN '0" RING SEALS A. MINIMUM ELEVATION DIFFERENCE ACROSS M.H. S" 4'-0' FROM INLET TO CUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ' VARIES CHANNEL TO BE �FILLETS , 3/4 DIAMETER OF 111 '�-- CONTRIBUTING -- • SEWER. . A FILLETED INVERT OR A SMOO .'•� 12" TRANSITION OF FLOW BETWEEN INLET k OUTLET PIPE SHALL BE T.E.DING PROVIDED. MIN. NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LEFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROW) ELEVATION OF THE SERVICE LATERAL PPE SMALL BE AT LEAST 0.Y HIGHER THAN THE TOP (CROWN)) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEINER LATERALS TAPPED INTO AN COSTING SEWER MAN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVILE CONNECTION SHALL BE 2X (t/4' PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' IN DIAMETER OF 4•. S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND MARKER li I PLUG END OF - MAIN LALATERAL SECTION SERVICE LATERAL IN UNE WYE-NEE PLAN VARIES e SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 M-33 Hr I PUCE 5' GALVAMZID • WITNESS • POST WITH CAPPED ENDS PAINTED BLUE N REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT Y TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE b AD.AIS7ABLE TRAFFIC RATED II II VALVE BOX V/ LID z u SF z n a M.J. GATE VALVE III WATER LIRE 2500 P.S.I. CONCRETE ./ A 2'x 2' BEAMING AREA THRUST BLOCK ,d •. . : A e NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NIS FIG. W-5 1D-9 PRECAST CONCRETE MANHOLE BASES SMALL BE FABRICATED IN ACCORDANCE LAIN PART V. SECTION 0 OF THESE SPECIFICATIONS, SET DOGHOUSE BASE • LASTING SANNARY ON CONCII IE aOCXS SEWER PIPE DOGHOUSE OPENING SHALL •. L • - RAN tY CLEARANCE BE PREFORMED BY BETWEEN EXISTING PPE MANUFACTURER OR AND STONE BEDDING snw L3 T To FIT PPE OUTSIDE DIAMATER PLUS s•. 12' THICK VOOT No. 69 STONE BEDDING S%II te• AND 4•.e•EIIY SOLID CONCRETE BLOCKS w/RISER WALL E MANHOLE BASE ' 'WALL (4 EACH) DOGHOUS ,., ,..,. .,..,.. ..,�� ... .......�.��. �.� .... .... .� ,.. ....,... ,......... MANHOLE ABOVE BASE SMALL FEE DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EN51N0 PIPE ON FIGURE 3-1-A WITH 3,000 PS CONCRETE OR NON-SHREMONG GROUT ALLOW CONCRETE WRAP EXISTING PPE NTH 1' ROW A W. 1 -0• BEYOND BASE NEOPRENE CASKET MATERIAL OF STRUCTURE BEFORE RLLAIG THE OPENING NEOPRENE SECURED BY 2 NOW CORROSIVE STRAPS• I ON EACH SIDE OF OPENING 12• LIN. CAST -IN PUCE aDOD PSI CONCRETE EASE ION IEW . . .. ........ ................... . ...... NOTES: 11•f',1. INVERT....... CONSTRUCT A FORMED INVE••,,.,.�•�NEWATSEWERELILINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6' OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED. AND THE Mill HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS, TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG S-1-Al ro-z6 EMBEDMENTII a"LAIN SPRING LANE O OF PIPE NO. 68 STONE - - -MAINING BACKFlLL SHALL )T CONTAIN ROCK MATERIAL URGER THAN 5" IN ANY MENSION INITIAL BACKFlLL• (6- LIFTS) 4 THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6' max 4' min FOUNDATION (SHALL BE REWIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4' BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS no. S-3 M-34 Lie. No. 035791 SS'' 4/26/21 4 `` I``SIONAL ERG* Z = (� 0 �/ / W L Z L Z Z i 2 5 C O c y U LU r IBB_B W z JC i -/ H O p f 4 > d W a L � u Of ti .•4 .•I •--1 Lu Q•�-1 M C\I t\O 0 CD CD C4 lit N M �n rr^ vJ CD O N u Q �1 I- _J Q z w 0/ �0y�E� Q _"' l I O .--I z Q Ln Lrn V (n I- Q LU cz I..L W>_ O J w - uj C) �Q z Q w w O w t1 CO JOB NO. 182154 SCALE AS SHOWN SHEET NO. 6 MH EXz STA:4+00.10 1 X N w RIM:758.34 ' m g g INV OUT. 7S4.34 TO MH3 755 i w 0 / 755 0- O o,OD o EXISIIN N n = Z z O GRADE 750 i Q » > / ' ' 750 a g0gZZZ 6eJG�° x140 0 - 6°S0 9L, E@�g�i// Ogg, / CO 74 0 � N / / i EXISTING MH EX z (TO REMAIN). SANITARY SEWER 745 O ID 'S O r, /' / & MH INFORMATION BASED ON APPROVED 0 . n nH / / / / DESIGN&A5BUILT DATA.THESEWER BETWEEN N + / / / MH EXz& MH EXi TIES INTO MH EX i WITH W R !� z - O / / / / DROP STACK. CONTRACTOR SHALL FIELD VERIFY = Q > > > / ELEVATIONS PRIOR TO ORDERING AND NOTIFY 0 z z z - THE ENGINEER OF ANY DISCREPANCIES, 740 i 740 � 6QJC1°ro /' SOfL•yC� t� °-� PROPOSED DOGHOUSE MANHOLE, CONTRACTOR SHALL INSTALL A NEW DOGHOUSE MANHOLE IN 1039 / ACCORDANCE WITH MINIMUM ACSA STANDARDS. SEE DETAIL 735 / / TD-16 ON SHEET 5 FOR i / ADDITIONALINFORMATION. 735 I� 730 i E 730 EXISTING MH EX i (TO REMAIN) CONTAINS A DROP STACK. DROP STACK IS CONCEPTUALLY SHOWN & SHALL 1 BE FIELD VERIFIED PRIOR TO ORDERING STRUCTURES. DROP STACK IS ANTICIPATED TO BE LOCATED APPROXIMATELY 4' BELOW THE MH RIM ELEVATION. 725 1 I 1 725 SANITARY SEWER & MH INFORMATION BASED ON APPROVED DESIGN & ASBUILT DATA. CONTRACTOR SHALL NOTIFY THE ENGINEER OFANY DISCREPANCIES. APPROXIMATE LOCATION I OF EXISTING DROP STACK 720 720 Li V1 V1 S CO .T 1 N LAi/1 1 M CO O N O 00 Ql m rlLn 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 VERTICAL GRAPHIC SCALE STR:z VDOT STD. DI.38 (L=8') STR:zB VDOT STD. DI-3B (L=1o') 5 D 2.5 5 10 TP=748.58 TP=748.58 INV IN-743.25TO zB INV OUT=743.58TO z INV IN=74o.00TO4 750 INV OUT=739.58T0 750 ( IN FEET ) 1 inch = 5 ft. PROPOSED GRADE (TYP. / PROPOSED SANITARY SEWER SERVICE LATERAL CROSSING 745 FILL A /� 745 PROPOSED VDOT STD. ES-3 (TYP.) \ w/ RIPRAP OUTFALL EXISTING GRADE (TYP. y RCP 27.7o LF Qa 740 740 RCP gW° INV. OUT=737.75 y\. � 735 a83`' 735 STR. zB - SWM PROFILE 730 730 6 Ib a m N a) W 0+00 0+50 1+00 19% HORIZONTAL GRAPHIC SCALE 50 ( IN FEET ) 1 inch = 50 ft. 755 755 STR:z VDOT STD. DI.38 (L=8') STR:4 VDOT STD. DI-3C (L=14') TP=748.58 PROPOSED TP=747.00 INV IN=743.25 TO zB GRADE (TYP.) INV OUT=742.5o TO z INV IN=74o.00 TO 4 INV OUT=739.58 TO 750 EXISTING GRADE (TYP.) FILL 745 1 --(rvP.N\ PROPOSED 4" DIP SANITARY SEWER 1 SERVICE LATERAL CROSSING 2.0' 1.0' 740 3.5' RCP 8Mo RELOCATED 12" 140.3-1LF @ 1.7 DI WATERLINE CROSSING EXISTING 12" I WATERLINE 735 CROSSING N N n N SC6 U) rl 0+00 0+50 1+00 1+50 STR-4 - STR-2PROFILE 745 740 735 76o 755 750 745 740 735 t EXISTING 12" DI WATERLINE CROSSING 730 25-yr HIN DEPTH=751.53 1D-yr W DEPTH=751.26 _ EXISTING-� GRADE 76o / 755 765 v, 0 ^ PVI STA: io+6i.00 PVI ELEV: 761.94 K: 12.22 LVC:65.00 0) 0 u °+ > > N w> 0 RD GE E4"RCP XISTINGz Z o0% � 4% MAX. STORM PIPE o GRADE X.INV. OUT=755•z4 76o O ~ a PROPOS VDOTSTD. E `^ �} 750 PROPOSED VDOT STD. EC-3, TYPE B STONE 0 < ' WITH 2- DEPTH & FILTER FABRIC Q PROPOSED VDOT = UNDERLAYMENT. RIPRAP TO EXTEND FROM EXISTING PIPE OUTFALL(TO REMAIN) TO STD.CD-1(TYP.) i 3O PROPOSED CULVERT ENDWALL. 755 0 0 $ '4 NV. IN=749.00 LA Ln 745 0 coo > PROPOSED CULVERT OPENING ^'� iP Z Z 0 --, as > > > / REDIRECTING OFFSITE RUNOFF 3 Z Z_ Z 750 740 0 v / 41 Q LLIJ n ��� w / F EXISTING GRADE (TYP.) ry�v 745 z y�o h 735 740 1 730 / 1' MIN. PROPOSED / / PROPOSED STR.6 TO RECEIVE RUNOFF FROM DRY GRASS BASIN. THE RIM FOR STR. 615 ELEVATED ABOVE THE BASIN FLOOR 70 LIMIT BACKWATER CONCERNS. VDOT STD,/ 5TR. 615 ALSO PROTECTED WITH A REINFORCED CONCRETE FOUNDATION. SEE EW-i 1. 3' 5WM PLAN FOR ADDITIONAL DETAILS, STIR. 6 SHALL BE INSTALLED VIA MULTIPLE 725 // SEGMENTAL RINGS SHOULD MAINTENANCE BE REQUIRED IN THE FUTURE. 725 toe 535 PROPOSED STR. 6TO INCLUDE VDOT STD. ST-1 yk L21 STEPS. STEPS SHALL BE LOCATED ON THE / OPPOSITE SIDE OF THE INCOMING PIPES TO 9191�F FACILITATE POTENTIAL MAINTENANCE. 7zo 720 NV. OUT=721.33 TO PREVENT FLOTATION OF STR. , THE RISER BASE k THE BARREL SHALL BE FIRMLY EMBEDDED 6" INTO AN 18" THICK PROPOSED VDOT CL. Al RIPRAP REINFORCED CONCRETE FOUNDATION THAT IS BURIED LINED OUTLET PROTECTION WITH BELOW GROUND. STR. 6's FOUNDATION SHALL BE 8'x8'. FILTER FABRIC UNDERLAYMENT 20 725 (MIN. L=12', Wi=6', Wi=14',D=12") 715 DITCH - OUTFALL 710 710 m in N In ^ 1.0 0H m rn � 200 O 1m� S r+1 N n ON N O r n ^ -&^ n ^ n ^ n ^ n 7 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 76o 76o 755_ 2 W 755 o 0 o^, MHz oD 0O1•+ o m STA:2+70.93 m n °' °a I= RIM:747.50 m Z Z =O INV OUT. 741.42 TO MH1 / 75�<�zzz 75° / EXISTING-, GRADE / 745--------- --- ----l� 745 8" SDR-26 PVC 266.93 LF Qa 0.54°A 740 740 PROPOSED DOGHOUSE MANHOLE. CONTRACTOR SHALL INSTALL NEW DOGHOUSE MANHOLE IN I ACCORDANCE WITH MINIMUM ACSA STANDARDS. SEE DETAIL TD-26 ON SHEET 5 FOR 735 ADDITIONAL INFORMATION. 735 SANITARY SEWER NOTES: i. CONTRACTOR SHALL FIELD FIT AND ADJUST ELEVATIONS AS NEEDED SO THAT THE MH TOPS ARE FLUSH WITH THE FINISHED GRADES. z. CONTRACTOR SHALL LOCATE THE EXISTING PRIVATE SANITARY 730 SEWER LATERALS, IF ANY, BETWEEN MH EXz AND MH EXi AND 730 NOTIFY ANY PROPERTY OWNERS OF POTENTIAL DISRUPTIONS TO THEIR SERVICE AT LEAST TWO WEEKS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY. 725 725 a M m ,N,.I °. in 0 %D n ^ n rl n ^ n O+So 1,00 1,50 2+0o 2+So IMH2 -MH 1 ` \ EXISTING GRADE (TYP.) 755 ` 755 PROPOSED 4" DIP SANITARY SEWER SERVICE LATERAL CROSSING PROPOSED GRADE (TYP.) 75 \ _ ;=FILL (TYP.) 750 745 NOTE: CONTRACTO SHALL ENSURE 3' OF z 5' MINIMUM COVER OVER EXISTING WATERLINE PROPOSED 45° 1.0' VERTICAL BEND 740 PROPOSED STORM SEWER CROSSING PORTION OF EXISTNG 12" DI WATERLINE TO BE REMOVED AND REPLACED 735 EXISTING 12" DI WATERLINE-` PROPOSED 45° 730 VERTICAL BEND 725 720 PVI STA:1z+37.o7 PVI ELEV: 749.o6 K: zz.16 LVC: 3.40-00 765 r\ o + 4 n o + n V V + V > m > m V > W > w 76o Ln ED GRADE (TYP.) / TILLEY COURT PROFILE 755 Lic. No. 035791 1. L 8/12/21 Z L7 / 750 Z o U Z k 1.00% 0 cc C g C Ln vI ~ ' 745 ' > L a Wofa 740 F ti `N o .t m c m w m w D Lo n'1 n'1 � r` N ^ rl coo N1 Ln^ m N c0 Gl 1 Ib 01 ri V1 ri r, ^ ^ n ^ ^ ^ ^ ^ ^ ^ n 10+00 10+50 11+00 11+50 11+00 12+50 13+00 13+50 14+00 ` \ ` XISTING GRADE (TYP.) \ 755 ` 1 755 PROPOSED 'DIP SANITARY SEWER Z < 1 w ° o i a L) i a `- L> u LU < ;moo SERVICE LATERAL CROSSING Uj C4 C4 C4 C4 C4 Q ti frI O\ i0 N PROPOSED o 0 0 \ \ \ \ GRADE (TYP.) 750 ILL (TYP.)-750 \ 745 ROPOSED 45' ERTICAL BEND -PROPOSED 12" DI WATERLINE 740 EXISTING 12"DI WATERLINE TO BE RELOCATED VERTICALLY WITH �(3) PROPOSED VERTICAL BENDS TO REDUCE THE AMOUNT OF FILL OVER THE WATERLINE 735 \ \ 730 PROPOSED STORM SEWER OUTFALL PIPE CROSSING vsi 01 c6 0+50 1400 1+50 2+00 EXISTING 12-INCH WATERLINE 725 720 u z 745 745 0') Q J NOTE: CONTRACTOR SHALL ENSURE 3' OF 1.5' 4• PROPOSED 45° co MINIMUM COVER OVER EXISTING WATERLINE VERTICAL BEND PROPOSED45° a.o' ROPOSED 12" DI WATERLINE � C)) 0) VERTICAL BEND CN �1 740 PROPOSED STORM- 740 0! -4 M J 1--I SEWER CROSSING EXISTING 1z" DI WATERLINE TO BE RELOCATED VERTICALLY WITH PORTION OF EXISTNG lz" DI WATERLINE 3) PROPOSED VERTICAL BENDS CN TO BE REMOVED AND REPLACED TO REDUCE THE AMOUNT OF CD Q FILL OVER THE WATERLINE 735 735 CV z CV Q \ w EXISTING 12" DI WATERLINE - , 0 PROPOSED 450 Z LLI O 730 VERTICAL BEND 730 .J .J 1.0 LLI LL1 725 725 PROPOSED STORM vO LL 0 SEWER OUTFALL PIPE CROSSING Q L ) 0- 720 720 U W I I� N .N'1 S n °'t d m d m L.I.. Lu 0+50 o0 I 50 00 CL O zw J r LLJ C) w LLl 0- PROFILE GENERAL NOTES: 1' Q 1. ALL FILL TO BE PLACED AT 95% COMPACTION. J Q� Ur 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. Q 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. CD z 4. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, 0 CD Q AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING C\I TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 5. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN Q ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. w H 7. HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES o w PROVIDED PIPE MATERIAL, , BEDDING, BACKFILL AND INSTALLATION ARE IN COMPLIANCE WITH a Ln MINIMUM CURRENT VDOT REQUIREMENTS. Jos No. 182154 SCALE 1 „=5, (V) 1 "=50' H SHEET NO. 7 O+00 — — 1+00 280, S.D. -- - -- II I I GRAPHIC SCALE 0 s 0 610 ( IN FEET) I 1 inch = 30 ft. PROFILE VERTICAL GRAPHIC SCALE U c.s s 10 ( IN FEET ) 1 inch = 5 ft PROFILE HORIZONTAL GRAPHIC SCALE so o IS 50 m ( IN FEET ) I inch = 50 ft. 775 I I I I I I CL ASPHALT LU nm y+oo LU 4 CL CaLd �- w I I I I . I I I �Sg N M S.D• - I I I I I 5+60 5+00 Pi. M JARMANS GAP ROAD VAR. WIDTH RAW —J L — o I I � v, 775 HT. OF OBJ.=3.5' 770 ` ` ` ` SIGHT pLINE OF SIGHT 770 ISTgNOE_8o 765 - HT OF 765 1 EYE=3-5� EXISTING GRADE— -_ -_._ ----- \ \,G l< 760 `� �A��F,� 76o 80, PROPOSED GRADE 755 755 HT. OF OBJ.=3.5' 750 750 N O N O M 'i 1� N k w w 0+50 1+00 1+5o 2+00 2+50 3+00 3+5o 4+ SIGHT DISTANCE PROFILE q+SO 5+00 S*W Lic. No. 035791 L 4/26/21 Zo 1- LU p k g 0 F�1 c w a i H O p F > inQ t W o W 0 U > < N v L , S H S $ > N i a z > a W p W LU< Ce W Ce m , Q cc W a p z � J M CL ® co >- N co N � W CD 0') o Lu z W Q o > Q l zw O a _J 0,� C6 > , z w �' g 0 ~ Q a LU � U z<j Lnz Q Ln Q U C (j W� Y � 0 w W Ul C/) 2: H zLU O w J LU C/) LU JLU CL J � Q Q C� Crn 0 o Z o Q u u Q W CL CL Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO. 8 DRAINAGE AREA PLAN, SCALE i' Table 6: Sump Inlet Design Table \ GRAPHIC SCALE �I s° o =s s° _ 1 I I I I \ ( IN FEET ) \ 1 inch = 50 ft. A I ♦♦ DRAINAGE DIVIDE(IYP.)IL :: I r \ ♦ I � I ♦♦ I I - -- - Fmi m-m-Al INI I' • ■ - �r �I ♦ - - -W M W AA M .W _ IF I • ■ I AN • - - ■ 1 s ■ ■ I ■ 1 i ■ • • ■ AV -- - - I--- IF a IF ■ \ IN ■ ■ ■ 1 A ■ Structure Area (Acres) Cw t, (Min.) 2 0.19 0.75 5.0 2B 0.52 0.50 5.0 4 2.29 0.35 15.0 6 0.00 0.00 0.0 CULVERT 7.64 0.45 14.0 ■ AN ItAN ■ i ■ ■ < A D10 ■ ■ - - _ - A> i ■ �Z ■ -_ I A 0 > ■ � A- O ■ ■ ■ ■ • / SEETHE SWIM PLAN FOR THE J ■ ■ �� OFFSITE, UPLAND SUBAREA ■ LIMITS DRAINING TO THE - ■ ■ CULVERT. THIS RUNOFF WILL ■ ■ BE ROUTED THROUGH THE ■ ■ ■ PROPERTY VIA THE PROPOSED ■ CULVERT& STORM SEWER ■ ■ I ■ Culvert Report Hy&iil Erns El wbA11°bfeEhWLADe ON]D& by Inc Culvert Invert Elev On (ft) = 727.50 Calculations Pipe Length (ft) = 149.35 Qmin (cfs) = 16,11 Slope (%) = 14.40 Qmax (cfs) = 18.06 Invert Elev Up (ft) = 749.00 Tailwater Elev (ft) = (dc+D)2 Rise (in) = 24.0 Shape = Circular Highlighted Span (in) = 24.0 QtotaI (cfs) = 18.06 No. Barrels = 1 Qpipe (cfs) = 1806 n-Value = 0.012 Oovertop (cfs) = 000 Culvert Type = HDPE Veloc On (ft/s) = 6.15 Culvert Entrance = Square edge w/headvall (C) Veloc Up (ft/s) = 700 Coen K,M,c,Y,k = 00098,2,0,0398.0,67,0.5 HGLOn(ft) = 729.26 HGL Up (ft) = 750.53 Embankment Hw Elev (ft) = 751 51 Top Elevation (ft) = 754.83 HWID (ft) = 1.26 Top Width (ft) = 60.00 Flow Regime = Inlet Control Crest Width (ft) = 20.00 ■■Ire MENNEN IS 4t Amp 6 Is INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, In is 0.013 Inlet Hydrology Curb and Gutter Inlet r° a Q � g Ui rn 42 n 4 c r m £ m 0 s m � w a u _ i a ° 4 o c .r 9 0 3 U v n t 10 m m c uMT q� ` 10 ° ' m W rn n c O 0 ° < a O1 x m ° a > a ti U O O d rn vl 3 y rn F -o t= IY %ht 0.69 0.35 10,242 1 0.97 0.00 0.97 0.0100 1 0.0200 1 2.0 1 0,0833 4,1650 1 6.58 Left 1.60 0.35 10.560 1 2.24 1 0.00 1 2.24 0o' 00 1 0o200 1 2.0 1 0.0833 4.1650 1 9.02 4 -D-3C 14.0 combined flow 1 3.2 1 0.18 1 0.402 9.22 Table 6: Sump Inlet Design Table INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet in d sCIO U U 3e ,° t O U �° .G 4 IIIc 0 o 0 3 m m u m a n m N N U m O '? ° m rn O1 N m c a > 0` U O t < ti a d In (n 3 rn rn I- v a K Right 1 0.69 1 0.35 10.242 1.57 0.00 1 1.57 0.0100 0.0200 1 2.0 0.0833 4.1650 1 7.90 Left 1 1.60 10.35 10.560 1 3.64 0.00 1 3.64 0.0100 0.0200 1 2.0 0.0833 4.1650 1 10.83 4 DF3C 14.0 cornbinecf1owl 5.2 1 1 0.25 1 0.556 712.75 Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 2 n s M C p U N iCy W C 0 N N ^ 0 T d d C 0 2b .0 VI t p U Sj % <c W C U N > O N 01 U U OG 0 3 ° D F ; N N .t.. i921 C m .4 u m m o m ° 3 m o d c m o 3 rn O m ° 9 rn >< rp w t CI 13 11 c £ A 0 c° v 0 - n n - C n Z - d ti o C1 E6 rn 3 w A n Cs : 11i o o u W 2 3B 1 8.0 1 0.19 1 0.75 0,143 1 0.57 0.00 0.57 1 0.0124 1 0.0200 2.0 1 0.0833 1 4.1650 1 5.19 0.88 1 3.5192 10.1466 1 0.1490 1 5.03 1 1.59 1 1.00 1 0.57 0.00 - 213 3B 1 10.0 1 0.52 1 0.50 10.260 1 1.04 0.00 1.04 1 0.0124 1 0.0200 2.0 1 0.0833 1 4.1650 1 6.50 0.78 1 3.5192 10.1466 1 0.1344 1 6.89 1 1.45 1 1.00 1 1.04 10.001 - I - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr Table 7: Grade Inlet Design Table INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 n a 1° E 03 y Q rn N >t N w + p T 6 = t �C N U 0 0 C O U N O O U M' ir 91!U .Ud.. pN f1i o m .9 3 o r c rn a o ; u O m c 9 rn x N w t N II n 7 4 �, c a O c Q C;U O O O In rn 3 rn rn w m Co ril' -1 Ili i7 a u IY 2 3B 8.0 0.19 0.75 0,143 0.93 0.00 0.93 0.0124 0.0200 2.0 0.0833 4.1650 6.22 0.80 3.5192 0.14615 1 0A373 1 6.48 1 1.24 1 1.00 1 0.93 10.00 - 2B 3B 1 10.0 0.52 1 0.50 10.260 1 1.69 0.00 1.69 0.0124 1 0.0200 2.0 1 0.0833 1 4.1650 1 7.80 1 0.70 3.5192 10.1466 1 0.1226 1 8.92 1 1.12 1 1.00 1 1.69 10.001 - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM' ELEVATION COMMENTS 2B DI-3B CG-6 10, 748.58 2A 15 27.70 1.19% 743.58 743.25 RCP3 2 DI-3B CG-6 8' 748.58 1 15 48.35 3.78% 1 739.58 737.75 1 RCP3 4 DI-3C CG-6 14' 747.00 3 15 140.11 1.78% 742.50 740.00 RCP3 HEADWALL E W-1 754.83 CULVERT 24 149.35 14.40% 749.00 727.50 HDPE 6 1 MH-1 737.75 5 24 91.91 15.35% 1 726.25 1 721.33 HDPE Design Storm Year = 10 PIIISI DON 6S IR IIAM S IRLC ILRL. DRAIN ARL1 R1'\UI'1 COL14. ('A Nil IRIL RAN FALL R11\01I V I]VIIRI LILV.AIIO\S IINGIII SUIPI DIA CAPA- CIIY VI 1, 1IDA 11ML RI(AIARICS MR ACCIM A("RLS C MI] %IN ('I%. UITI:R YEA%IR 1111 11:11. INC '19S C.L I. 1VsS \L(' 28 0.52 0.50 0.26 0.26 5.00 6.67 1.7 2 743.58 743.25 27.70 0.0119 15 7.0 4.7 5.9 2 0.19 0.75 0.14 120 15.35 4.50 5.4 OUT 739.59 737.75 48.35 0,0378 15 12.6 9.8 5.0 4 2.29 0.35 0.80 0.80 15.00 4.55 3.6 2 742.50 740.00 140.11 0.0178 15 8.6 6.7 20.9 CULVERT 7.64 0.45 3.44 3A4 14.00 4.69 16.1 6 749.00 727.50 14935 0.1440 24 93A 22.1 6.8 6 0.00 0.00 0.00 .3.44 14.11 4.67 24.5 OUT 726.25 721.33 91.91 0.0535 24 56.7 17.2 5.3 Dcsien Year: 10 Proiect: Jatmans Gat) Job 9: 202192 Prepared bv: FGM. PE OUTLEI- WATER SURF MINIM INLET WATER SURFACE ELEV. iCOTT/R. CD{ LINS7 Lie. No. 035791,a 8/12/21 w4 z U) V) Zo F z a g 0 U W J 0 u z 0 0 > > a W cc a Ln t- z w f 0 O U Ln U Q UJ n. 0 W In w of .. .. .. .. .. Q-1-1 0 0 M o M C to N \ N fv\I fn 7 W 0 z � J M M } Cr) o z W rn O W N z Q > 0 :D Z LL U O -1 _-j oC U > w �--I 06 L9 Q Z 0 zQ Ln Q 2 Cl- W W " a Y Ill F z Q LU U) z G R- 4 zw LLJ U) LLJ Of ,,<rr�� J Q V O C:)Q N U I� I � JOB NO. 182154 1 "=30' SHEET NO. 9