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HomeMy WebLinkAboutSUB202000118 Plat - Revision 2021-02-09SITE e / SCObi, TT�R. CLINS'Z No. 035 CREEKSIDE V m PHASE I & II 91 J �"oAc 01/25/217�4 FINAL SUBDIVISION PLAT SUPPLEMENTAL SHEETS GENERAL NOTES OWNER/APPLICANT. 05500-00-00-078AO 055EO-04-00-000GO OLD TRAIL CREEKSIDE V, LLC OLD TRAIL CREEKSIDE IV, LLC 503 FAULCONER DRIVE PO BOX 370 CHARLOTTESWLLE, VA 22901 CROZET, VA 22932 05500-00-00-078CO OLD TRAIL CREEKSIDE V, LLC 503 FAULCONER DRIVE CHARLOTTESNLLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESWLLE, VA 22902 (434)293-3719 TAX MAP NO.: 05500-00-00-078AO (DB 4797 PG 54) 05500-00-00-078CO (DR 4797 PG 46) 055EO-04-00-000GO (DB 4848 PG 555) TOTAL PROJECT AREA: 05500-00-00-078AO - 3.190 AC 05500-00-00-078CO - 4.112 AC 055EO-04-00-000GO - 0.076 AC TOTAL - 7.378 AC ZONING R-1 RESIDENTIAL (BONUS LEVEL - CLUSTER DEVELOPMENT) SPECIAL EXCEPTION (SE2020-00011) APPROVED ON OCTOBER 16, 2020 FOR AN EXCEP77ON FROM SECTION 14-409(c) REQUIREMENT TO PROVIDE A PUBLIC ROAD CONNEC77ON TO JARMANS GAP ROAD. PROPOSED USE: 9 SINGLE FAMILY DETACHED UNITS PROPOSED DENSITY., +5% BONUS DENSITY FOR STREET TREES +1OX BONUS DENSITY FOR INTERNAL STREETS +159 BONUS DENSITY FOR DEDICA77ON OF OPEN SPACE TO ALBEMARLE COUNTY PHASE I (3.266 AC) ALLOWABLE DENSITY: 0.97 UNITS / ACRE x 1.3 (BONUS DENSITY) 1.261 UNITS / ACRE = 4 UNITS PROPOSED DENSITY.• 1.261 UNITS / ACRE = 4 UNITS PHASE ll (4.112 AC) ALLOWABLE DENSITY., 0.97 UNITS / ACRE x 1.3 (BONUS DENSITY) 1.261 UNITS / ACRE = 5 UNI IS PROPOSED DENSITY. 1.261 UNITS / ACRE = 5 UNITS PROPOSED CREEKSIDE PHASE V = 9 UNITS OPEN SPACE: OPEN SPACE K = 0.913 AC (28.0X) OPEN SPACE L = 1.149 AC (27.97) TOTAL CREEKSIDE V OPEN SPACE = 2.062 AC (27.9%) 7HE OPEN SPACE WILL BE DEDICATED TO ALBEMARLE COUNTY. 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 774E RIGHT-OF-WAY OR 774E EXTERIOR EDGE OF THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY SIDE LOADING GARAGE..5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF 774E SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY SIDE MINIMUM: 5 FEET SIDE MAXIMUM: NONE REAR MINIMUM: 20 FEET REAR MAXIMUM: NONE LOT SIZE., MINIMUM LOT SIZE FOR R1 BONUS LEVEL CLUSTER DEVELOPMENT = 20,000 SF MINIMUM LOT FRONTAGE FOR R1 BONUS LEVEL CLUSTER DEVELOPMENT = 80 FEET SUBDIVISION STREETS • CURB & GUTTER (PARKING ON ONE SIDE ONLY) WATERSHED: LICKINGHOLE CREEK AGRICULTURAL/ FORESTAL DISTRICT.- NONE TOPO & SURVEY., TOPOGRAPHY AND BOUNDARY INFORMATION CARDINAL SURVEYING AND DESIGN ALONG WITH COMMONWEALTH LAND SURVEYING BOUNDARY AND TOPO WERE COMPLETED IN JULY, 2016. TOPO IS COMBINA77ON OF FIELD -RUN TOPO AND AERIAL TOPO. TOPO WAS FIELD -VERIFIED IN FEBRUARY 201 Z DATUM: NAD 83 EXIS77NG VEGETA770N: PAR77ALLY WOODED WITH EXIS77NG RESIDENCE STRUCTURES LIGHTING: NO LIGHTING IS PROPOSED PARKING 2 OFF-S7REET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT. ADD177ONAL PARKING SPACES SHALL BE LOCATED ALONG THE ROADWAYS BUILDING SITES: PARCELS 1-9 MAY NOT BE FURTHER DIVIDED. ONLY (1) DWELLING UNIT PER LOT SHALL BE ALLOWED. BURIAL SITES: NONE STREAM BUFFERS/FLOODPLAIN: 7HIS 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. STREAM BUFFER EXISTS ON TMP-55-79A. OFFSITE DISTURBANCE. NO OFFSIDE DISTURBANCE IS PROPOSED WI774 774IS PLAN, EXCEPT FOR THE TIE-IN CONNEC77ON TO THE SANITARY SEWER WITHIN EXISTING UTILITY EASEMENT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WI7H CHAPTER 14. PROPOSED LAND AREAS., OPEN SPACE.• 2.062 AC. LOTS: 4.514 AC. RIGHT-OF-WAY: 0.802 AC. IMPERVIOUS AREAS: PAVEMENT.• 19,981 SF SIDEWALK/TRAILS: 21,167 SF TOTAL: 41,148 SF (0.94 AC.) BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SEC77ON 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BUILDING NOTES.- 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPEC77ONS AS OUTLINED IN THE USBC. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT. J. 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 PR07ECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURE HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN 7HE PUBLIC SEWER SHALL NOT DISCHARGE 774ROUGH A BACKWATER VALVE. WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA u � , LOT 2 / / \ CREEKSIDE OPEN SPACE K PHASE I 0.941 ACRES LOT 3 Ci LOT CREEKSIDE OPEN SPACE lu n CREEKSIDE PHASE I�I LOT ii \C� `tea' V �• jj�CREEKSIDE ,, PHASE II o�� i � ^ LOT 1 i LOT 3 _ 0 , --__ I �A LOT I r I A; !/ / \ CREEKSIDE PHASE II LOT s 17��, �/ �\ \0 EEKiSID f� iy�� EN SP d 4 i po'Mqp SHEET LAYOUT SCALE: 1" = 150' E. B 64 VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title i COVER 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 GRADING & UTILITY PLAN 5 NOTES & DETAILS 6 DRAINAGE PROFILES & DETAILS 7 UTILITY PROFILES & DETAILS 8 LANDSCAPING PLAN & DETAILS 9 SIGHT DISTANCE PROFILES r7 TOTAL SHEETS LEGEND ROADS 0 i 0 T zoo 200 240.55 EXISTING CULVERT CULVERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH rx�a�nny;� DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXIS77NG CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB 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 U MM& Z O � C'� 0 J Q � co a J z a J O O � H w W w LU 0 I� Z M N Q LU N � LU WJ N � a ZD W U L) LJ 19 J J Q LU LU O LU J Q F1 LU = U O> 1 Lb J LU U Y LU c/) UlD > F- LU z LU ® (n LU L LU LU mo/ I..L � U 'Q v F1 Q w J H I- O O w d w JOB N0. 172134 SCALE 1"=60 COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. SHEET NO. 1 41 GENERAL NOTES: \ / — — _ � 1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA FLOODPLAIN MAPS # 51003CO228D p / __ --- — \ \ TF & #51003CO229D. 2. STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. SEE THIS PLAN FOR LOCATION. 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SCOTT R. Cb'LLINSZ IA— — 1 1 I / SYSTEMS AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE v IAR— — — \\\ \ / Lic. No. 035791 CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF IDTHPUBLICRY� D.B.y6x6 PG1CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER SERVICE PIPING $ 01/25/21 �4 / / / / I I / / 'I M� — —_— 3{ -1— `\M I UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL ��S O10' — — / / ` — — \ 1 �\ , I O / / FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY SIONP E� PUBLIC UTILITIES SERVING THE PROJECT SITE. EXISTING 12" DI WATERLINE \\ 4. CONTRACTOR SHALL VERIFY SIZE, TYPE &LOCATION OF EXISTING WATER LINES ON THE SITE. VAR. WIDTHSIGHT L 8z.5 ,-2o664z; / / i ' DISTANCE EASEMENT CH RD 9 DB 4848, PG 555 \ 1 r� i A - V , oPEN/tPAC / I O.B. 48 8 PG. 555 EXISTING STRUCTURES & DRIVEWAY - / I I I EXISTING 8 DI WATERLINE ' LL �yy1 LL I I I p TO BE DEMOLISHED 1 \ "I \ : I I I I I I I I / / - \ \ g 30'F - �' J ' \ z � \\ I EXISTING WETLANDS I / / / //�M --- l A z g i' EXISTING IS PRESCRIPTIVE = m I L T6b. I / I I I / / / / / / / - - / -� 0 J J RIGHT-OF-WAY EASEMENT/ Q z : I , I I / / �zo' SANITARY I I I I / / / I ° \/ - - - 12,-0 - / \/ d Q Q EASEMENT I I / / / N24 56'41"E Sg" M I : I / I DB 4848, PG 555 \ I I I �\ / O ` \ \ \ 7.5z' I £ \ K \ U E w / O — Q5500-00_00-078Ao m / 1 { / M \ \ \ a \ M u m — — — — — _OWNER: \ — O R TRAILZREEIES+DE-V LLC I 4- I / \ \ \ 1 1 /' IFI \ I \ \ v° \ \ EXISTING zz" DI WATERLINE \ \M I - p Lu \12 \---- \\ / / \\ E14�Q75113 \ \ o \ \ \\Y ' I x �� O z CL CL / ACREAGE- — �.50� \ \ / ( \ o v V \ v 2ry� V A\TMP: o oo-oo-oo-o \ I I \_M m mDB/PG' 439 54 \ \ oo- o°E \ 55 78C0 I / \ �""� 7� I I rm oss&o-o4\ d \ \ OWNER: OLD TRAILCREEKSIDEV LLCv/jj��cP°E\asiEl \ v v I1I lV / -- w m \ \ .. D (o 5 P 11 \ \ v ZONING: R-3. V/ \ w — dr s� ' V A v ACREAGE: \ \ v 4.11 AC I DB/I'�G: 4797/46 �/ _ - - / iz.5' WIDTH J A EXISTING too' STREAM V A A / V A / I / - W o / I I SIDEWALK EASEMENT \ BUFFER (TYP.) \ 10' PRIVATE / ' 1 /� / LOT l i DB 4848, PG 555 i \ I \ \ \ I I / I I J _ i SEWER EASEMENT N65°o5�33��W / I /ce 57_ /' �/� V A V DB4472, PG 122 \ 59.85'/T v A EXISTING 8" SANITARY SEWER zo'SANITARY -� / /�/ zo'SANITARY SEWER EASEMENT\ / / /� v SEWER EASEMENT \ v v I 1 A�Bp� DB 4848, PG 555 "~.- \/ / / / / / DB 44,72, PG 122 / �80' k1Nd , \ \ l l,J 391"940-39 / // 56 ° I v \ NS se v A — I l l I 6 8g, v \ zo' SANITARY �/ / / / \ © \ S 3'7 \ \ \ SEWER EASEMENT / to Fe 11419553.70 I / / / l / 0 9 I \ DB 4626, PG 578 / I OPEN SPACE / \ w/jam \\v` ,p/ TJ41Ir U55ENSPAC-000C� / I / D. B. 4382 PG. 329 \ / \ \ \ ^' ry / / / X- - - P I lo D. '(o. g95p�) x / -� �I VI,, - - r/� id4 139 a / _- A /sue 286 10'wIDTH— o N 1A A-„ ticO SIDEWALK EASEMENT / S o OLD TRAIL 8 0 0 \ — — \ \ 1o'wiorH / eG, o A CREEKSIDE III I I / / / o / A o �.. v 1 % �l �< / / / / l �OT 54 \ \SIDEWALK EASEMENT / /��,- % G // ; oe y� A �l , / / � \ : DB 447z, PG 1zz \y0 a" w / / , / / DB 46z6, PG 578. / ,/ (>� o° i / \ a _ A / / LO y �, ,� a �IF _ ��. � � �o << '. � I � � ` m /I > / � � 391 39�7 c, / PHASE IIIA I zo SANITARY \ \\ y 0�� 'h �N A V /� I I I I \� 114�0456�3SEWER EASEMENT �\tr0 \/I/I,LOT 46 ,/D.B. 447z PG. 122 EXISTING 8"SANITARY SEWER \ \ \ \ \ \ \ \ \ \\ , \\ \ \DB y6z6, PG 578 \ / we SIDEWALK EASEMENT 6 \ / / / /�. I ' LOT 48 `:...._.� LOT 47 ,..... v A \ V I f \ \ \ \ \ \ \ \ \ \ ( e 1' \ VAR. WIDTH 1z.5 WIDTH DB 46z6, PG 578 g� / \ DRAINAGE EASEMENT rl I \\ V I \ SIDEWALK EASEMENTS DB 447z, PG 1zzvId I / _ 3 ­TINGI \ �� \�.. DB 456o,z F DR � V 8 DI WATERLINE / I VAR. WIDTH / I I 1 I DRAINAGE EASEMENTS / I I I LOT 51 / /78 \ .• ., �%/ (EXISTING ya'PU Ice DB 4\z, PG 11z , , I I I // / / / // / M g1 671z \ BIRCH OOD HILL ROA / HP PRIVATE / �/ / // 4 .`,C`. .: � W - W D.B. k47x PG.xz]-mil / l I 11l l l 11 l DRAINAGE EASEMENT � / j// 1 A- V -. ..r _., W / LOT 43: // I / / i v �6 // I I l 1 I l I N I I / � •- -� \ \ \\ \ '' _ � '. DB 4626, PG 578 �o- . /. -/ I �_ — / / -: � � / / / / / / l III / l l l /� / \ I I I / \ \\ �// / !` I / / — I 1o'WIDT'FI \ / / / / I I I I I \- \ // / \ d _`/ i / SIDEWALK EASEMENT M / / B 447z, PG 122 /// / SEWER EASEMENT� l / / I iOT1 /„ -�I DRAINDBy47z,PG1zz IIIA `I /�' DB 46z6, PG 578 / f I OLD TRAIL \\\ IC EEKSIDE III A II CNI \ / // / / / ,p` //l p I/ DBy38; PG 3o I� V LOT3g V_ LOT.O / / / O / f 11 2 38 LO 41 '���i // / l/I I \ LOT I I I 4or OLD TRAIL I T /I // / / �/ / / / / /l l l l II �OT 53 / / / / / zo SANITARY I 1 - I 1 \ 4 OJ /.7r� I, // / 1 \ / , zo' SANITARY I / -_ / / / / / /IN .SEWEREASEMENT m CREEKSIDE III PHASE IIIA / / LOT \ I LOT 4z / / / / / / DB 438z, PG 3oz , �"� DB 438z, PG 3oz I DB 2 PG 1 8 \ -�7 � ' I SEWER EASEMENT � I L- - J / / 447, 3 //�,l l Q / I I I \ EXISTING OPEN �. L_ �-.. y�.� / I l / / l / l - - - - - - / I I / I I I o \ / DB y626, PG 578 l / %/L'•, - - / I �� / / / / / / I / / / / — — — — -- \ \ W a / TRAIL&. ,/ / aWIDTH l / L 14 / /, m - / /DB438z PG3 EEA2EMENT 30' ACCDB 438z, G 3oz, / / l/� / `�"' / / / / / 10' WIDTH I — I / / / EXISTING STREAM �-\ OLD -TRAIL - / / // / �, I I U) (TYP.) SIDEWALK EASEMENT 1 ICREEKSIDE PHASE II / / / / W / / J / / DB PG ---- -- / ' jj�,._\\\\ / � /) I I I I I I II II 1 \ ��,�•'�tYJ/ 1 // � � I I -- DB3587 PEfy8z — I I' � / \ \ I I I 1 LOT 36 I / .� ' ,/ / T / / LOT 21 / ice/ z 11 vV A vv- _ I I 1 �`.` / / '� T \/ / Low / OT VAR. WIDTH / _ / L9 J / f I I \ \ \ '� EXISTING STORMWATER/ /® / / // / / / DRAINAGE EASEMENT \ LOT 34 - -� - - - - - - - i / / / / LOT zo L T35 / � \ \ \ \ +';�,. � � MANAGEMENT FACILITY � �/ / � 1 \ //�' � / // / --OWNER: L R, RO RT/PAUL OR / I^I I \ \ \ \ / / // / // / l// \ \ \ -DRAINAGE 438zPG 3oz \ - - - - - - - -I- - - - - 7 - - - LOT1g Q KAR N �/ / / / / / V A _ — — / I I �BENCHMA=755,46' — — \ — TOP OF MANkIOLE — / \ ACREAGE: 8.02 AC / DB/PG G— 03/633 / / / I \ \ \ / / \ / / l ( — {/ - - / 1 II� ,ram i _-----'� �---� �� W III \ i --___'' / 4000, r' �_ � _------_—�- �i. \ \ \\ \ / / �"� / (\ �-�- \ \\ \ I IIIA; I pe /� / � --- \ LOT3o � � / '- '� - - \ '�` \ `\ \ \ \ \r/ / �, 01 + I I I' LOT zS LOT 15 Xry�/)) L9{6Iz7 // // LOT z8j�----\\\� LOT 16LOf` .. ( /// \^ \ ` ul EXISTINGUFFER REAM / //// / ��-1` �l' I \ 1 LOTH --I �/ / /�/ ///// // / //�/ ��-��� _ _--_ LOT 17 \ \ \ BUFFER (TYP.) — / Lu 0.00 000 LOT 18 Cn LOT 24 / _ --- �_ /� // /// / //// / III \ , / /I // / / / �/ — — - W y — \ \ — —� / , I / / /q / I \ / / / / , / /I —/ �� �/ TAX MAP PARCEL OWNER ZONING ACREAGE DB/PG � — — — — _ — �\\ \ \� \ \\ \ \ \ I / J W. 05500 00-00-079C WOOD, MONTY W & DOROTHY M R-1 5.57AC 444/094 Q % — — — — — \ \ \ — — — / \ \\ \ \\ / / I I B 05500-00-00-064Z1 JARMANS GAP ESTATES HOMEOWNERS ASSOCIATION PRD 5.52AC 992/297 C OSSDO-01-00-000DO GRAYROCK, LLC R-4 1.79 AC U O \ 1 LOT D 055DO-01-00-03800 COOPER, DEVAN ELENA & RONALD ALECK COOPER JR R-4 0.32 AC 4951/271 E OSSDO 01-00-03300 PEDON E, JASON V OR KELLY D R-4 0.43 AC 4185/254 _ N LOT 8 9 F 055DO-01-00-03100 WEISSER, DEBORAH R-4 038AC 3447/631 ,� L\1� \ \ \ \ G OSSDO-01-00-00100 THE MARY MARGARET HOLLAR REVOCABLE TRUST R-4 0.33 AC 4424/532 1\ 1 \ \ \ \ \\ \ \ \ H 055DO-01-00-00400 WHEELER, KRISTIN A & CHRISTINA S R-4 0.25AC 4776/585 zo \ \ / LOT21 \ BENC MARK \ \ \ \ > > > I 055DO-01-00-000BO GRAYROCK, LLC R-4 0.07AC \ \ \\ \ \ \ \ Lorzz — \ — \ OP 0 BOX�73 1 ' /% % / \ \ —\ \ l\ \ < J 05500-00-00-07700 WU,YIMINORHONGZHU R-1 1.00AC 3982/743 K 055EO-04-00-000EO COUNTY OFALBEMARLE R-1 1.24AC 4560/231 L OSSEO-04-00-000EO COUNTY OF ALBEMARLE R-1 1.24AC 4560/231 \ \ \ l \ \ \ \ \ \ \ \ \ \\ \ \ \ \\, \ \ \ \ \ \ \ \ \ / / "� M 05500-00-00-078BO AN DREWS, WILLIAM M OR NANCY C R-1 2 AC 1949/283 \ \ I \ \ t \ ql"'� c ALES\\\ IN055EO-04-00-000FO COUNTY OFALBEMARLE R-1 1.29AC 4848/555 J \ Bo \ \ d \ so \ \ \ \ \ \ \\ \ \ \ \\\sao \\ \ \ — \ \\\ \\ \ \ \ \ \ \ \� \ J / \ \� O OSSEO 04 00-00000 COUNTY OF ALBEMARLE R-1 1.94 AC 4382/329 i `� \\ I --- \ ` _ \ \ \ \ \ \ \\ P 055EO-04-00-000C1 OLD TRAIL COMMUNITY ASSOCIATION R-1 0.61AC 4626/569 I \ \ \ \ \ N ET \ \ \\ \\\\\\ \— — \\\\S\ \ bT)\ \x— / / \ / \ al�Z I Q 05500-00-00-079D3 HATCH, LUCILE B OR PETER J RURAL 2.84AC 2643/352 \ \ \ \ (� T \ \\\\\ \\\\\\ \\ \ \ \\\\ \ \ \ \ \ \\ \\ \ \ \ _ \ \ / _ R 05500-00-00-079A3 HEPPNER, DONALD GRAYJR &MARY LEACH RURAL 4.83AC 4719/646 \ \ \ \ 1 inch Q f�. \ \ \ \ \ \ \ J S 05500-00-00-079A2 LEONARD, LEE OR CATHERINE E R-1 3.63AC 1805/394 Ln ui W V / ui ui Q z Q Z p Q Cz o G J � W F 4 0- W W Lu Y W U �1 Q w J u J w O w w a U) JOB NO. 172134 SCALE 1"=80' SHEET NO. 2 M \ DBEV 48�48 PGITe"noD/OAD -- - - - - _ _ 5-GAP ----JAF PREIVE ESCIP R1GHAR EXISTING RIGHT-OF-WAY EASEMENT NOTE: ALL OPEN CETOBE \\ \ \ DEDICATED TO ALBEMARLE COUNTY _ H , / IRMING/HAM COURT _ 3/10 \ Tangent Data- - 20 SBL s t/- 0' PRIVATE I r 20' LANDSCAPING MDescription PTStation Northing Easting \ \ 'A(EW 2o' PULING / „�(p�-\ ,$, SANITARY SEWER -� I &BUFFER - /�h \ tart: 20+00.000 3913212.992 21419232.423 �\ D NITARY / '_\ \ `s✓� - EASEMENT LOT 2 m I I_' EASEMENT "� /� End: 10+ oz8 1 1 oz 11 1 z 634 �� \\ m m O h / 3H \ 49 39 3 94 4 4 9 77 \ �\ - ASEMENT / \� \ F DE PG,--- -_ 2018 SF m DB.___, PG. AN S O Length: 49.oz8 Course: 567 14'297954"E \ \ \ OPEN SPACE = / / \� S6T 9 1 �. _ / /�� ° EKE y/ S \ 1 0-464.-ACp' LOT ->/ EXISTING PROPERTY LINE \�\Curve Data SYMBOL BOTAN ICAL NAME COMMON NAME SIZE CANOPY I QUANTITY I TOTAL CANOPY TREES CIP IQUERCUS PHELLOS IWILLOWCAK 2-1/2" cal. 1 419 1 29 1 12151 SCREENING 1V JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4-5' ht. 1 79 1 24 1896 MV MAGNOLIA VIRGINICA ISWEETBAYMAGNOLIA I 4-5'ht. 1 54 1 8 432 PV PINUSVIRGINIANA IVIRGINIAPINE I 4-5'ht. 1 79 1 15 1185 SHRUBS IC ILEX CORN UTA CHINESE HOLLY 24" min 1 24 1 38 1 912 CJ CALLICARPA AMERICANA AMERICAN BEAUTYBUSH 240 min 1 12 1 38 456 IG ILEX GABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 24" min 1 23 1 38 874 TOTAL: 17906 ` Q� /, / / �_ Description Station Northing Easting I I \ \ / 0.913 ACRES u. / 9/ -� qJ g P�pS 20,03LF SF / �A/ \ PC: 10+49.028 3913194.024 11419277.634 SWM FOREST AND / 0.460 AC // RP: 1 8. 11 1 �IRMIN HA COURT: D8. OPEN EMENTE /// / LOT 3 0 �. \Se\ 5 9� Bo \'8- v/ / XISTING R/W (OT 61 ° 7 49 39 337 457 4 9353.683 `1 9 STREOF STREET ET TREES REQUIRED FRONTAGE STREEETSED TREES PROVIDED m°F °F RAISING ,8.___,PG. / 20,068 SF mh, `�Ls• \`S� m� / Delta: as+a21 " T e:LEFT 11 1 68 9 ' T A" /`./ /' / F 477559" YP 1EDINPAVEMENT LD) � IAB DETERMINED IN FIELD) O. 61 AC ~ , / Radius: 200.000 DOC: 28 38' 52.4040" / Q z . / F v} NO PARKING SIGNS SHALL BE JACKSON LANE: T# ° 3.SA W PULING �.- h l % TMP O EO-O-00-00.00i0 Length: 78.1a1 Tangent: 6 LACK COAL N PROPOSED m p ACSA WATERLINE 2 J LACED ON THIS SIDE OFTHE 55 LF 9 3.87 5 \ LF OF STREET FRONTAGE PROPOSED caNs s °Ion JGNr --TNG ASPHALT---- PRaPDssD ASPHALT LAYERS / I EASEMENT 1 / STREET WITH 15o' MAX. SPACING Mid -Ord: 77.62 External: 3.876 795 __________ m 3 �- C\ \v ��/ 3,3�LFSF Tangent 5 7 553 733" �� zoSTREETTREESREQUIRED� STREEITTREES PROVIDED �I°N°°DDDSE°P°g°c.D E N �I DB.__,PG._ w 5 ------------------ O.O 6 AC Chord: 6z Course: S 8 a 6 E / 1 g carpAnTm suecRADE 5'SBL - - _ _ - \ \: / / / / \ � \ -.j / Description PTStation Northing Easting / f I CONSTRUCTION JOINT DETAIL PROPOSED SPEED LIMIT SIGN / - p Start: 11+27.149 3913178�457 11419353�683 \� / S5L / ./ , \ 1 I REMOVE EXISTING ASPHALT LAYERS TO EXISTING S SURFACE SUBBASE /ND I(SEE N WITH PROPOSED ASRI/LT NIDENNG LAYERS LOT 5 PROPOSED RIW \ PROPOSED STREET SIGN End: a+66.976 Course: 194 0 3' 17.S5 3 509 " / / \ � - `` / ® PRovosm MINIMUM H v, Hxcx TxK:N ASPHALT suRFA%E COURSE (SEE NOTE m LF PROPOSED U PLANTING STRIP '--k\`" �/ / / Length: 39.827 Course: S 89 37' 17.5513" E \ \ / / / \ I AAS"DETERMINEDHby C.S^SEE NOTEE36sARY TO ABUT ,� FULL rHlcHcucss of ENs,HNc ASPHALT Lnreas 20,178 SF \ \ \ / JACKSON LANE \ \ / / / `I I NOTES: In O. 6 AC 18' GARAGE SETBACK (TYP. SBA - a / / \ \ / / LF 3 \ -9 \ , ` (�� � , � Curve Data / I. ASPHALT PAVEMENT WIDENING SHALL HAVE P PAVEMENT DESIGN N ACCORDANCE WITH CONSENT VWT PROCEDURES MO BE APPROVED BY THE ENGINEFA. o FLIT "NO PARKING" SIGNS SHALL BE 78 Sg� QF i i Rry �T6p / Description Station Northing Easting PAVEMENT DESIGN FORASPHALT PAVEMENT WIDENING SHALL NEST DR EXCEED THE DEP S AND TYPES DF THE LAYERS OF E%HGRND PA"E ENT. N LIRE VAR. WIDTH b/, p \ / THE PAEKE T DESIGN Of TIIP AND PROPOSED PAVEMENT SHALL RE EED THE N HS ND S DESIGN. > PLACED ALONG THE CUL-DE SAC - - - - _ - s �11/ """///h•••/��T'//7q / PC: 10+00.000 3912715.O64 11420075.859 \ / / y. A MINIMUM OF THREE COMES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE MU THICKNESS of EXISTING TEMPORARY TRAIL 5 �•/,�f/� /•VO PR"ENwY LAYERS. THEY GDIES SHALL BE SPACES NO MORE THAN 50D FEET MART. CONSTRUCTION BL WITH 1 o' MAX_SPACING y yyyl I l ` ` RP: 3912684.6o8 21420574-931 A \ / a THE ADJACENT TRAVEL LANE SHALL BE MILLED A MIN" DEPTH OF I z INCHES AND IEPTMID WITH AN ASPHALT SURFACE COURSE TO MATCH THE H EASEMENT : 5 S / l 7 U S ,AZT - LLW PT: 11++17-905 3912830.820 1142oo96.787 \\ \ \� \ / / / S. PROPOSED PAVEMENT WIDENING SURFACE �NG COURSE. DFNHSSEWAIVED PAVEMENT ENGINEER PARKING ALLOWED ON THIS SIDE- - S / Delta. 13 30 39.218D Type. RIGHT ITHEON DEPTH TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PA"NEXT CROSS SLOPE R� \� M D EFFECTIVE SURFACE DRAINAGE. -PROPOSED \ \ / / / 0, EXISTING PAVEMENT MARKINGS AND MARKERS MTHN THE PROJECT UNITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. - - - - `S� -- c ✓ Radius: 500.00o DOG 11° 2T 32.g616" \I RP OPOSED STOP SIGN / \ \ / 7 I AT T AM AVERSE PAVEMENT TEEN TESTED US CON 10 i0 THE REHTEDGENTS OF ACCORDANCE WITH THE OF THESPECIFICATIONSOF S C EXCEPT THAT ALL JOINTS \ - TMP 55E-4_F / Length: 117.905 Tangent: 59.zz7 \/ AT FICAIIONB LOCATIONS SHALL BE T S FD USING A I° FOOT STRAIGHTEDGE IN WRO N[E WITH THE REQUIREMENTS OF SECTION 3 .0]la) £ THE _ MILL & OVERLAY EXISTING PAVEMENT. J� / OPEN SPACE F _ / /. Q Z -// Mid -Ord: 1 External: 6 EXISTING 3 47 3 49 f PROPOSED CLASS A TYPE 1� - - - PROPOSED VDOT STD. CG-12 (TYP // Q / SEE DETAIL SHEET. / \ \% Chord: 117.632 Course: N 10° 1 16 o E t I � PEDESTRIAN TRAIL - --� Q•%., ,� / CREEKSIDE4'S � 9 5" ` d / Z / OPEN SPACE TMP 5�-C I - -j 1 EX. 1 0' WIDTH >f O ' l / Tangent Data ` OPEN SPACE C - ' SIDEWALK ESM'T / _ Description PTStation Northing Easting I ASPHALT PAVEMENT WIDENING I D8 4666 PG 304 / Start: 11+17.905 391z83o.820 1142oo96.787 0 FUTURE VAR. WIDTH I - EX 20 • SANITARY �� 2 / I / I v HIAB] FOR WIDENING SUBJECT TO TRAFFIC I4P1)RARY-T AIL SEWER EASEMENT L / '�A A t O End: 13+55-787 3913o58.303 11420166.349 \ \ (DOD.Os nRuxA OBPM EN a RN SPDWTATA CONSTRUCTION #.'20 SA ARY D8 5014 PG .745 :I I TSB / / O 'ba / / / Length: 237.882 Course: N 27° 00' 11.a995" E I / , , I PLAT 4 I EXISTINGR/W =(D IT aA / / O ' 'yI o h EASEMENT 1 :SEWER EASEMEMT1 j \ TMP 55E-4 54 DB 5014 PG. 745 EX. ACSA EASEMENT O _ �P \ w I I PLAT 3 1 //- Lj V A OPEN SPACE TA A A h LO '50 WILLIAMS : - ti, I T F \ h NI I DB5090 PG749 ' I I I : -/ / 4m / / /: O 9 -/ / 55 4- / < / \ ti - Q I 1 / v S TMPo Eo-o oo-000Eo r HWPB XIV PG 1 �I c� co I EXISTING CREEKSIDE / / GV t 362-366 41,E / \ 0- -. ov I O TMP 55E 4 57 - / / J / 0.85ACRES rFr I g C1 m I I I OPEN SPACE TMP I / 45 3 / s„ • - / s �` / / ti I I 0 /.' D.B. 6o PG. n \ I I N/F REESE / /N oI I �O�IpB 5045.PG�2 /G�/"A� / :/ / / /// V / - S� I I T SS I EXISTING PEDESTRIAN TRAIL C EEKSIDE PHASE III <I\ / Lic. No. 035791,E O1 25 21 4 15'I�nrnt. 8�01 IMME Z 0 w 0 J M V) J w J d O o a V) F- V) rA w Z w u) V I � H w W Ice LU p UD 1714 0 0 MP 55E-4 56 / \ \ \ \ sw, 5 1 - - \\>¢ I EX. 30' BUFFER I III 1 I : N/F CAPSHAW 11 / /. / \ \ `\\I� \ \ `� c-n: h0 / : AND OPEN SW EASEMENT 1 DB 4853 PG 202 J / - % /// / \ \ II - --.... / `>j" o ti/ / r DB 4666 PG 304 : \ �'.:.` EASEMENT \ qQ I I I j III TIMMMMMMM NiFGUERRAS / �/ / / MATCHLINE - S E IBIS SHEET_ ,,I / Q` II -- III DB 4827 PG 592 1 1 /////� / \ L / \ �' I� 1 ^ / EXISTING PROPERTY LINE ��P/�� III \ XISTING too -YEAR STREAM BUFFER EX.�gMINION / EXISTING � I I I I II EMBARQ EAs�EMENT /.-...' \ / + /'� HWPB XIV WILLIAM M ANDREWS S CREEKSIDE 4 \ / D.B.1 PG. z8 �' % \ \ I I I 949 / ca n 362 366 \ / •: � -� Il / / " " :° N � ' •'/' \ :. OPEN SPACE I I I � � GPIN: 05500-00-00- 8Bo \ s: � a 1 / 1� EX. VAR. WIDTH LANDSCAPE & / \ LOT 2 \sue SIDEWALK EASEMENT 25 800 SF i /..,/• --' / (� \ \ 1 I I / AND �\- \\ i .,I NEW 6x20' PUBLIC \s I / CSWATERLNEX. LIAR. WIDTH GRADING & LOT3 TEMPORARY TURN -AROUND EASEMENT EASEMENT DB 4560 PG 213 �/ \ \ 23,146SF \ TMP \�� 80 \ / \ "o, OPEN SPACED CREEKSIDE V s �"\ 56l, P uv 0.531AC \ LQj �� / I \ PROPOSED CLASS ATYPE 1 / sue\ \ LOT 18' GARAGE SETBACK (TYPJ SO \ , �1O I \ \ PEDESTRIAN TRAIL / / PHASE II r \ \ o ROPOSED 5' CONCRETE SIDEWALK \ LOT 3. \ I PROPOSED 6 PLANTING STRIP / �� \ / \ 21, SFSBL ar ao' LOT PROPOSED CLASS A TYPE I \ \ \ 497 20 QP s --.\ \-.F F. -WIDTH r < % i' PEDESTRIAN TRAIL / / / o.\ 0.494 AC \ se 58L \ 5 \ OTSa \� / I \ I \ / / \ _ 5<5BL �� :.\Y \ 55 �65 NO PARKING" SHALL BE \ _ / Si VDOT STD. CG 6 (TYP.) \ i \ a \ \ \/ / ' I �- --- \ \ \\� '/ ' \ / /� PLACED ALONG THE CUL-DE-SAC \ MATCHLINE - SEE THIS SHEET \ /// / y\\ i II ��I T49 / \\ `\ LjO� WITH 15o'MAX.SPACING \o VDOTSTD. CG-6 TYP. LOT 4 �0 \s4 I I I / i l I I I 1 I 1 II TS?- / _ TMP 55E-4-E ( \ ,y1� �I ° n 25,022 SF CFO �z OPEN SPACE E \/ ti� o -. 0,574 AC / 00 I I I 1'?r /\ / �' �' TMP 55E-4-48 � �_ r, , � 'P , '' -+ NOTE: ALL OPEN SPACE TO BE I y ` /1 I I / N/F FOX DEDICATED TO ALBEMARLE COUNTY �r5 I I I / / i j I I / /, / / DB 5157 PG 398 Ex io' / .3 I - X ' ` \ ,� yW I I I / / / / SANITARY SEWERE�SE i DB 4472MPGT 138 ( % l \ Q' �, \ �.� FTB�C•/{ / oTo EXISTING SWM /A 11P W /h0 SBL AT 80' LOT CREEKSIDE �Typl ✓ ti p II T 55E-4-47 PARKING ALLSIDE " sr B I N/F HARDESTY :.� .-4-46-.� / /�-WIDTH FACILITY OWED ON THIS TMP 55E /, "/ <-' / / / DB 5158 PG 224 N F SODHA. / I PROPOSED R W 9g I ] I I / I II I 1\\ { ` / f (Y:' / : - / _, l DB 4906 PG 192 / / , � I / EXISTING R/W \ I LOT 5 I / <O G2 - NEW 20- PUBLIC -P SANITARY : _. l EX. 10` SIDEWALK EASEM T ` I ( SEWER EASEMENT / / DB 447�PG 138 1 1 1 ACSA SANITARY SEWER 20, 711 S F /- �L EASEMENT 1I ALL �' - / \ :�..- / \ / DB 4382:PG 302. 0.46..� .. F u \\ 0.476AC .._�Y/�Q' PROPOSEDSTRIAN TRAIL A TYPE I - /J /// / I I / \ \ / / I \ PEDESTRIAN TRAIL i1 I / / / I \ EXISTING 10' PRIVATE ` 2s� NEW VAR. WIDTH � I i SIDEWALK EASEMENT \ TEMPORARY TRAIL / , / / /;' / EXISTING R/W� \ \ CONSTRUCTION / - PROPOSED STOP SIG F / `` / / \ EASEMENT /0 / / _ - \ \ 4 / / ; •- / i / I I I .. r i / � � 4 �` / / EX. 12.5 .SIDEWALK s, _ /• 5 PROPOSED VDOT STD. CG 12 (TYP.) / �. °o EASEMENT / / \ \S t0 E 1 \ DB 4560 PG 213 8 / EX --PAR. WIDTH: L ,r/ / X < D&AINAGE�S E 1 / IMP 55E 4-46� GH�DISTgNC F11 �147a�Pc tzs +/ �� N/F BucHAN 'i \ 1 i s E_ - �', /:`/ ,/ �_ 7F DB 5084 PG/ 18 EXISTING too -YEAR STREAM B�IFFER / A ' \ I o 2 0' - - \ , N t S / T NO PARKING SIGNS SHALL BE (P(✓ SIC wO0 / LACED ON THIS SIDE OF THE / / :PROPOSED CLASS ATYPE 1 j ROAQ , Hj / / PEDESTRIAN TRAIL /� \ k4 + STREET WITH 150' MAX SPACING I, EXISTING SWM ,' J X / / / / \\\ I I / '/ /` / / / \ �IQ/Ra9p PROPOSED SPEED LIMIT, SIGN 3�`r l l l \ • / : TMP -55E 4-44: TM / / / / �- CREEKSID� I l \ _ / GO / FACILITY / / A/ / \ // / \ T N/F KlM OPEN \ POSE-CE E 5198 PG 354 \ / ,•, ` / / / ' \ \ \ OP N SPACE, / / MILL & OVERLAY EXISTING PAVEMENT. - /! � / \ \ EX. 20' :SANITARY / \ f $ / SEE DETAIL ON THIS SHEET. - SEWER EASEMENT / , . / / / I i�f �� / / / l l l I l r /. \, -., DB 5014 PG 745 ' /PROPOSED INGRESS/EGRESS TO SITE \ PLAT 2 - Ti4 \ \ / I i' / / / 1 I I l / PROPOSED STREET SIGN 40T -39 l EX. VAR.- WIDTH/ �..., T`� �J �/ AMES / // :DRAINAGE: EASEMENT / 1 ' q� \ � � � � � R7 9 PG. b JR. OB 4412 PG .W9 / II I,,I C.2� I I : TMP 55E-4 43 D.B. 3879 PG. #08 & DB 456U P 213 GPIN: O�500-00-96-077A1 / \I� EXISTING PEDESTRIAN TRAIL ALL 4" COMPACTED AGGREGATE / O / oS / N/F KISTLER O _ �' / BASE COURSE, VDOT #21A 2" SM-9.5A OT / Ex MAR. VV1DT1-) I; \ DB 4756 PG 7061 ��t0 / SURFACE COURSE 4o sl HT DISTANCE I II / i' /.•. p X//' A / EASEMENT ./ DB 4560 :PG 213 / OT -73 XISTING Coo -YEAR STREAM BUFFER \.. \., , `% / / C / / \_-- \ - --J/ GRAPHIC yICALE / / O / _ �/ % �` / ' ���Q" !'� �' // ✓ / // COMPACTED 5' to;, SUBGRADE A / CREIKSIDE OP�N SPACE CLASS A - TYPE l LOW -MAINTENANCE OSED PEDESTRIAN NOTE.• THERE ARE NO PRESERVED OR MANAGED / \ \ j / k jN FEET) / BRIDGE CROSSING -"LL/ PEDESTRIAN PA THWA Y DETAIL STEEP SLOPES WITHIN THE PROJECT LIMITS / _ _ _ - / NO SCALE \ - - - - - \ \ 1'1 inch = 50 ft. \ w M LU / r �2 V / ' P / MANENT , / / sIMMMMMMM - RLl IE MENT/ B 51 I G 42 / LU o W RO�DCLASS ATYPEN \EDESTRIAN TRAIL \ \ CV / V/ LU J\ IMMMMMMM - � Q \ C 12 LU L Q L9 -j < I-- Q H1 } I 71EMPOR LU / FRAIL CON/�STR I I..L / S&M T / w Ul U) / 20' PERMANIXV l F-w -RUNE EASE ENT / / LLU 1451 PG�742 U MIN OR HO/N'G ZHU WY // W D.B.,398z PG.743/ / / w PIN: z55oo-o0-oy, 77oo � U Q 0 IMMMMMMM Q J '-' � F- F- ULU / O w w a W \ JOB NO. / 172134 / SCALE / 1"=50' SHEET NO. 3 \ - - - - - - - - _ PROPOSED SWM FOREST AND OPEN SPACE EASEMENT M --- -_ W-- / OHS_ - - - --- -_ - - PROPOSED io' PRIVATE- - - SANITARY SEWER EASEMENT 7 -:jt H_ z - PROPOSED 8" SDR-26 PVC/\PROPOSED SANITARY SEWER I - SANITARY SEWER (TYP.) ^ SERVICE LATERAL (TYP.) \ _ \ DRAINAGE AREA (TYP. PROPOSED CLASS ATYPE 1 /y �\ � � � / PEDESTRIAN TRAIL \LOT \ 3 _ 1CREEKSIb �176o.o2 TC u. n s \ \ \ 0 / / \ m0 \ / \ / PROPOSED CUL-DE-Sri AC + - /- / 7$5 / EXISTING 1z" DI WATERLINE / PVI STA: 11+48.98 PVI STA:1z+ o.00 II 7$5 �� / - / / / PVI ELEV: 766.74 EXISTING GRADE PVI K 22- 6.11 Y - 1 EXISTING FIRE HYDRANT K: z.5o PVI STA: 1:767.9 0 7 00 LVC:6o. o LVC:1o.00 PVI ELEV:767.g8 PROPOSED GRADE � o00 --_ K: z.50 0 N O N m F LOW PT. STA: 11+48.g8 0 ^ o r, RMAr� �� Lvc: io.00 PVI STA: ii+oo.00 o s o � w „ B � ROAD - P ROAD M 7$p 0 LOW PT ELEV:766.79 ]$O ]$pLOWSTA-tin PVI ELE 6 .6z ^. o ^ P, ¢ w 7$p - - - �• IVIDTFj "^Own M o 0o co a LOW PT ELEV: 768.o K: z 4z `" v o + ' v w -bHP o o moo moo LVC: oo Ln > i r Ln > 0. o MtD M� o m 0o S' U m x U w _ /CHP / + W +' 0 0 0 0 o w > a s W 2 0ooh \ \ II N W N W N l ,o Vl W Vl m m N ( - \ PROPOSED CUL-DE-SAC v U u U ° w w +° It N ^ BEGIN CUL-DE-SAC 775 �-- 775 N_ > m > w 775 775 U U o H Li STA. 12+ 1 Lau ^ " INTER ECTION WITH > m w j 0i > 7 o EXISTING GRADE INTERSECTION WITH W U m U w 00 ^ BIRMINGHAM LANE=ii+66.g8 BIRCHWOOD HILL ROAD m Lu �61s LOT ] \ ° dory / ` < J� ROPOSE GRADE ELEV = 7 7.io ELEV = 768.34 49 5 LANDI G / \ MAX. SLOPE=2% SCOTT/R. Cb•LLINSZ Lie. No. 035791 .L. pow 01/25/21 �4 ti SSInn.1 ECG I I zo' WATERLINE EASEMENT / XI TING C T 770 l7 w ]]p 1770 PROPOSED BLOW -OFF ]]O DB.JPG. �� R-116 \ 3 5 ASSEMBLY (STA.1z+SO) 1\ NEW ROW e / / �� / .• / / z.00� \ 2.00% z 1 FOR CUL-DE-SAC g PROPOSED 4" CL. 52 DI WATERLINE Z \: Q EX-STR-u BEGIN CUL-DE-SAC g PROPOSED FIRE HYDRANT � J \ \\ / OS' / STA io+68 z.00 r a J F j // l^ 315 ASSEMBLY (STA. iz+33) a \ �\ / ) 765 r i� z.00�r° 765 765-----------....__..._ 765 Z ULu x Zco Lu o (n a Z J CL O ti =) 1n IIiSEWERSYSTEM ".� 8"x6"T.S.&V. STA. + 1 I PROPOSED TYPE A a ^ /�ti� J �8" DI WATERLINE WITH ( 9 9) STR-1z7 ~ > z PROPOSED 4" CL. 5z DI WATERLINE BLOW OFF ASSEMBLY S0 y / / 760 8"x4" T.S.&V. (STA: 11+77) 760 ]60 w LOT 4Lu 5 \ PROPOSED 4" CL 53 DI WATERLINE Do j66s66 orc / m � w ^ m ^ v1 ^ o m m ID ^ m ^ m a N 1n N N m 00 NlO N L!1 N 1p N V1 m In 't I� N ^ ^ m It H tD �"m o o6 6 � k6 00 00 of 06 .+ ci ri .i a v1 � � W \ 1 PROPOSED zo' SANITARY ° / `D D D D D 0 D D ``O D ``````D ^ ^ i; r ^ F \ PROPOSED WATER \ 71x ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ SEWER EASEMENT SERVICE (TYP.)- \ So\ i�677§�I XISTING 8" DI WATERLINE / Ice \ \ EXIS IN ,� IRM� (� 15) / / // / 10+00 10+50 11+00 11+50 12+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 PEN PACE UBtI PROPOSED VDOT STD. CD-2 (TYP.) _ I _ _ "+ _ _ 76 g2EP � yqM P. PROPOSED BIRMINGHAM COURT PROFILE PROPOSED JACKSON LANE PROFILE 101- _ 7 7.a5T I I I -45 I I I I _ - - / -s \ \ \ / 177 66.8 / 9O COU, TIE-IN TO EXISTING 8" DI / \ \ I _\ 76� - ; ic, RT /WATERLINEw/8"x4"T.S.&V. `� I PROPOSED CLASS A TYPE i. / Ri 6 PEDESTRIANT RAIL XISTING 8" SANITARY SEWER j//j, / \\ I I \\ I I II I I I \ I I I EXISTING FIRE HYDRANT //� � f \ I I I \ I I I EXISTING 20' SANITARY I _ 40T S R-1 \ I I III SEWER EASEMENT 1 I I I TIE-IN TO EXISTING SANITARY \ Ya I I SEWER MANHOLE 40\ / I I EX STR \\ I I I I TSB, i I I I I 40 I S�\ I - �6g l EX TR 1z I STR-1 I I DRAINAGE AREA (TYP. I I I I II I I EXISTING, STORM SEWER SYSTEM o -i 0 0 ( IN FEET) o 0 1 inch = 5 ft. Do HORIZONTAL GRAPHIC SCALE 200 Lij Ln - ( IN FEET) O w 7 1 inch = 50 ft. --4-- �- 76e --1z -- _ -'" v1 /. / ST ;1 / // //// / / / / / / / M ( I I /f� /' \/ �/ / / ' I I / l \ DRAINAGE DESCRIPTIONS � v>w e/I \ \ -log \/y /// / I XIS�INc/ // // / STR. PIPE INFORMATION INLET INFORMATION & 67 J / / PEN SPACE I / / / DIA. LENGTH* SLOPE INVERT INVERT INLET Curb SLOT RIM COMMENTS N 4 ( NO. MATERIAL yd , j s / (in.) (ft.) (%) IN OUT TYPE Type LENGTH ELEVATION t / / I 130 DI-3B CG-6 20 770.33 VDOT STD. IS-1 REQ'D M STR 108 �3/ f / / _ �ILLIAM Ml ANDREWS z V \ A/ "% : �� / RL�IE _ (� / / I /� D.B.1941 PG. z83 129 15 60.72 3.41% 764.00 761.93 RCP w NPMD I W \ TRH �� j\ \ / ^ G�IN:o55o0\00-oo-78Bo / 128 DI-3C CG-6 6 768.50 VDOTSTD. IS-1 REQ'D MZN w / i / \) / / / \ 127 15 33.44 0.69% 761.83 761.60 RCP N I EX-STR-uS -�� I - SSiNG R PD ' `�� / - / V O W - • � / \ - \ / � / _ ` / / ' \ 126 DI-3B CG-6 12 768.50 VDOT STD. IS-1 REQ'D O II I �I Ex-sTR-117 Ex-sT -12D '. GRAPHIC �SCAL N � Z 1 1' L X-5TK1o6 \ \ \ ��1 A,, \ / 125 15 38.47 1.95% 761.50 760.75 RCP \� � \ J'; \ i '� -` / / / � 50 I 0 I' 25 W \ 100 \ 200 , � -. / Q I \ -• W \ o \` \ �� ' /f ( / / / \ / \ Structure Area Cw t° J i/ / ,0 \ Q d / / / / / i l / {� I 9 9 \ 126 0 42S 0.67 8.5 (Acres) ) i / / �/ / I I REE SIDS V1 I'���' \ W LLi / / ) IN FEET) 1 I I tis ch = 50 f£. \ \ \ 1--1 / i �\ PHASEIf I I I c lzs o.zl 0.64 6.0 130 1.23 0.57 9.5 I ATCHLINE - HISrSHEET3: 'I / �° ° \ // / /�\' ' / PROPOSED CLASSATYPEI \ \ I I r 'Ro' Q H YI I I �� /� \ / �\ Q \ / / // �/ %\ / / 6 / 9 c / PEDESTRIAN TRAIL \ \ LOT z 1 I 1 1OT� EX-116 0.36 0.71 8.5 � I \\ \ ,S EX-120 0.57 0.54 8.0 :.ia / / /� \ \ / / /- / \ i s'.:. 90 / / _ : : \ \ i I : : / >8 LLI oZS I DRAINAGEARE..,... \ EX-122 0.35 0.59 6.5 l I J I I S 1 I 1 \\\ \ / / / /\ / ,� / \\\ '�fy 7aa ° - - L EXISTING too' STREAM BUFFER / / / \ \ { 6'x20' PUBLIC EX-124 0.44 0.57 9.0 \ \ I � (D PROPOSED CLASS A TYPE 1 t0 1 1 / / ` \ \ 9 \ / / / / / �/ �' / / / LOT i \\\ ACSA WATERLINE \ L9Q I PEDESTRIAN TRAIL TS I / ' ! / / j ? \\\ \ / / / ` / / / / / \ TIE-IN TO EXISTING SANITARY ' \ \\ I I EASEMENT ` �\ I J Q I It \ /� / / / / \- - SEWER MANHOLE / I DB._,PG._ [ OT �� ' STR-78 \ _ / / / / ✓ l / / 0 V tO� / : / / / \ / / \ / . \ PROPOSED TYPE A GOT 3 \ \ / _ '-' Q / / / / \PROPOSED CL DI WATERLINE \ II BLOW OFF ASSEMBLY p� - // / �3+5o I \ PROPOSED zo' WATERLINE EASEMENT EXISTING zo' SANITARY�_ \ LU v) '` I \ SEWER EASEMENT EXISTING W I : \ / i ! / : \ J \ OPEN SPACE / \ � . ' 77857orc l \\ \ LLI J i : \ i--i START OF NEW ROW \ \ o i LL ! / / \ STA.1z+32.7o \ \ "° \ ~ I tiho (QJW`/ %I PROPOSED TE SERVICE(T .)�<tOPROPOSED 10'PRIVATE 1oz PEDESTRIAN TRAILI[O r4Ul \ 50 .i I LL LUSANTARY SEWER EASEMENT PROPOSED 6"x "REDUCELOT 4 I /EXISTINd PROPOSED SANITARY SEWERw PEN SPACE R-io SERVICE LATERAL (TYP.) O XSTR86\ p / /p R.87 A DB4 EX EASEMr EXISTING 8 SANITARY SEWER v / / LU /✓- i / / / / /// / / /. / / / A / / � EX STR 88 [ PROPOSED FIRE / 46 ax ho LU 86A _ �� A A / V /` by HYDRANT ASSEMBLY / PROPOSED 8" SDR-z6 PVC; y ✓ / EXISTING SANITARY SEWER TYP.) PROPOSED STORM SEWER SYSTEM i \ Q SWM // '/ / / / / / / / / A / l� l l / `0 / - o hii BI.;-.; -s EX. /u,4R. WIDTH.. V -12 ;/ �v. EX. i��'IDEWAL -: - / / FACILITY,- DRAT AGE EASEMENT LOT 8 H EASEME%T 5 waQo ''DB �k472 PG 129 -12 - �o TR-1 o DB 456G PG 13 / +/ / O \ : zo' SANITARY PUBLIC / Q \766.go 76 ACSA SANITARY SEWER EASEMENT C 7a�sNc / / EXISTING`SANITARYSCWER / \ X H 24 DB.,PG. STR-1z L DRAI. UAR� E EN / <OTSTRq,/ / // / / / w O u=' t EXISTING ST z DB 4G 13 EXISTINGz0'SANITARY WYoLLI K SEWER EASEMENT / / a m TIE-IN TO EXISTING SANITARY - /// TIE-IN TO EXISTING STORM o s3T / JOB NO. � � / / / / / / � � 1 � I I / / / % SEWER DI STRUCTURE . \ y' � SEWER MANHOLE \ / / / / / i / , / / / / /. % EX�IM.--WIDTH / / / 172134 SIGHT DISTANCE - i i / / // I \ /• \ \ 1. .78 D �: �� / rr / / / / �` EASEMENT %' - _ / YIMIN GR HONG ZHIJ CNU / // SCALE / / ' / % / / \� / \ \\ \ \ / 1 / / EXISTING 8" DI WATERLINE " DB 56D PG 213 �4 / / / l / _ \ D. B. 39az PG 5477 / / / / 1 _ 50' / \ / ! { / [ T /TR-9 l / GPIN: 05500 00-00-0 0� / / �aT / // ' i��G``� /�/ / \ �r / / / a 39 / TIE -INTO EXISTING 8" DI \ \ \ - - - ` \ / : 1 : / / / / / / // SHEET NO. �ATERLINEw/8'x6"TS&V \��� EXISTING FIRE HYDRANT \ 1 \\ - _ \ \ - - \ / / / / / / / 4 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 4" GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY 7HE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-58J2) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH 774E TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR T741S PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A WDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ALBEMARLE COUNTY 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. J. 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 Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES GRADING. 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF 774E VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY W17H SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH 774E VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT.• 1. AN ACTUAL COPY OF THE CBR REPORT 1S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE If, II, OR NI PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L 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 VDOTA 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. I CONCRETE EX I /W POINT OF CURB & GUTTER DI FINISHED GRADE _ CURB & GUT)ER EX I /W SEMENT SIDEWALK 1'•7' / i�j' 7L4�• 1' 1 1 �: 1' SIDEWALK PLAN77NG .. %&„0. PLANTING STRIP S7WP 3. 6' 13' 13' 6" 5 (TRAVEL LANE) (TRAVEL LANE) 2.5=1 30 F/C-F/C I-2.5' 70' - 40' PUBLIC ROAD R/W -- 70 40 ' PUBLIC ROAD STREET SECTION (JACASON LANE WITHIN EX. RIGHT OF WAY 25 &PH BESICN SPEEDA PARIYINC ALLOIFEB ON ONE -SIBS (NOT TO SCALE) RAW CONCRETE POINT OF C&G CAL FINISHED GRADE CURB &GUTTER CURB &GUTTER &G CONCRETE SIDEWALK Vil SIDEWALK PLANRNC •'''^ - goo^"" ob.m" w 0 ' .ro "^. po "000 .. ,„•-;.' PLANTTNG STRIP STRIP 13' I 13' VEL LANE) -' (TRAVEL I-2 5=1 30' F/C-F/C 5i] 55' PUBLIC ROAD R/W TYPICAL STREET SECTION (jEW RIGHT OF WAY - 55' PUBLIC ROAD (Bl"INGRAA( COURT NR y✓4CA-SOAr LANE) 25 d(PH DESIGN SPEED, P.gRUJNC ALW#rDEB ON ONL=SIDE 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 . 6„ a y 13" 'a e. .a' 7„ A: .A ae 2' STANDARD CG-6 CURB & GUTTER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. TRIP�GEI�RA----- _ PUBLIC ROAD - VAR. WIDTH ♦ \ I Tih 1 ,4 lz / �P I \\ \ 154 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 9 SINGLE FAMILY ATTACHED UNITS (CODE 230) ADT: 86 VPD (43 ENTER/ 43 EXIT) AM PEAK: 7 VPH (J. ENTER/ 6 EXIT) PM PEAK: 9 VPH (6 ENTER/ 3 EXIT) SURFACE COURSE INTERMEDIATE COURSE 6" COMPACTED AGGREGATE IIIIIIIIIIIIIIIIII111111111111111111111111 ME BASE COURSE, VDOT #21A OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS COMPACTED SUBGRADE ASPHALT PAVING ROADS NO SCALE CG-IT CG-12 PERMSSIMLE EA CONSMUCTION t5 GENERAL NOTES: DOWELS. B" LORD a5r a 2 c-c 1. THE DETECTIBLE WMNIc SHILL E PROVIDED BY TRUNCATED DOLES. 4' i F. DETECTIBLE WANING TO BE CLASS A-3 CONCRETE (CLMS A-4 F PHECMT) WIM MP RESISTAR INMEGRA SURFACE COVERING THE FULL WIDTH OF ME RAP mom BY 2 FOOT N LENGTH N TIE DIRECTION OF PEDESTRUN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED COMES DETECTIBLE 5 H -/ 10 B A B WARNING MAY BE USED WITH TE MESON& OF THE ENGINEER, TYPE A 3. S.DEING SIDES OF CURE RASP MAY BE POURED MON UMICALY WITH RASP PERPENDICULAR BOOR OR BY WIN FERMISSE MCONSTRUCTION JONT WITH REQUIRED BARS. 4. F RAP )LOOP 6 PRECAST HDLES OUST BE PROVDES Fat DOWEL SMS W - A SE SHEET 1I MAKESTRUNCATED 4 FOR DUALS MAT IOJOMNG FLARED Slp{S CAN E CAST N PLACE ASTER PLACEMENT OF NRECMT RASP BOOR. PRECAST CONCRETE S 1_ K CLANS A-4. _ L6M TYPICAL DESIGN 5, REQUIRED BATS ARE TO BE NO.5 X IT' RACED rCENTER TO CENTER ACNC 1l2� BOTH SDES OF T%[E� FLOOR. MID -DEPTH OF RASP FLOOR. MINIMUM CONCRETE MYTH IyL ITS 12.1 NMI. 4B1 uAX. . BACK OF CURB B. l QAB MD GUTTER SLOPE T CUM AMPS 20.1 ME I / CURB AND GUT . ME NCLIAm N PATIENT FOR CURB /CURB AD GUTTER. CURB TYPE B T- CUM ROMPS ME TO K LOCATED M SHOWN ON THE PVNS OR M DIRECTED EWITIN TOBEYSF�VER PARALLEL SECTION A -A MIRE M ACa3SBLE MUTE OF W YT F A HIGHWAY Ip W T MI �- RW�-� GROSSES A MRS REGAROLEW OF WHETHER &DEW" 6 EX6TNG PROMSm OR NJIIEDBE THEY MUST K LOCATED WRIN PEDESiftIM CRIIAWANS ' /-PERMSSIBLE p j M SHOWN ON PLANS OR M DIRECTED BT ME ENGBEER. AHD SMUD HOT -' - CONSTRUCTOM E LOCATED BEHIND VEHICLE STOP LINES EX6TNG LNNT POEB FlRE HYDRANTS, DROP NETS, ETC. ACCESS ILL ROUTES PROWDE A EOMNUOUS ."-, yAy �_ JOINT / UDBSTRUCTm STABLE. FRM ME) SLIP RESISTANT PATH COINECTNC AL ACQSSBLE ELEMENTS ac A ME) MAT CAN K MPROAOED.ENTERED _ - " • AND WED BY PEDEBTRMS. 5 X TD.i M B. RASPS MAY E PL/CEO ON PADIA OR TML'EN N. SECTION PROVIDED THAT %E CURB OPENING IS RACED WITHIN THE UNITS OF TIE CROSSWAL( MD 2'WW AT X .2" HIGHER THAN SECTION B-B THAT TINE YORE AT TIE CONNECTION OF THE CUB C44NNG 6 EDGE OF PAVEMNi XX TV NOTE: FOR GENFAA NOTES OR THE DETECTIBLE WARNING SURFACE. ALTERATIONS PDSENDICU(AR i0 THE aIRB. AT , SAME AI OF CURB sFE SHEET I OF 4. & TYPI DGMDRETE 510 Ill( 6 4•' TMCK. WHEN TI£ NnRMIFE RMRCMIDT TYPE C ORAiTE TIE UTREOUI EASE F MI IP¢�0 TEA Y TRUCK , R&M To 5T cG-iT. CD�I MCI& rEFjTIT E IHFiiVY TRICK C)FOR c TE GET+TL PARALLEL & PERPENDICULAR A 4'souuE LMGNG AREA OUi$DE OF 10, WHEN CURB RAPS .IRE USED N CONJUDIBN WITH A SHARED USE PATH. VIEVIEW SHAM MNIMWON BE WE WIDTH OF WE SHMM UM PATH 74E ANF�DM 0 YM ]C 71 1,6" - 2.4" TRUNCATED UOLE _� CROS5WAK MEA G-C O O .T. Vl ]JC / RVI O D O O coo O O O 0 0 0 0 0 0 0 O 0 O 0 O O (] G =V w i O O O O O D D O 0 0 0 0 0 0 N $ 4 O O 0 0 0 0 0 0 0 0 0 0 0 0 O O D D D O O D 0 0 0 0 0 0 O N CROSSWALK cDA I1 I I OY WX - 659 OF BASE DIAMETER O O 0. 0 0 .0.0 0 0 o D D . D TYPICAL PLACEMENT OSSWAL� TYPICAL PLACEMENT AT INTERSECTION 0 0 0 0 0 0 0 0 0000000 AT INTERSECTION DIAGONAL VARIATION .9"-L4" WVNWY WITHIN CROSSWALK ALK BA4 ONIETER PAY UNITS (WITHIN BUFFERWSTRIP) TRUIVTay DOME DETECTABLE WARNING TARS BORON To E USED FOR CON TINUU N THAT INCORPORATES WIDER SIDEWALK. LANDING DETAIL RUCTONE B�L TFO�OF CURB E ERA DS ' MINIMUM CURB RASP pCM 6 RET FOR NEW CONSTgo SHEET 2 OF 4 CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE 105 GENERAL NOTES TYPE A (PERPENDICULAR) APPLICATION T o, NEW 7/05 '10.L05 VIRGINIA DEPMTMENT OF TRANSPORTATION VIROMA CEPATMENT OF TAMS RTATON 203.05A / / 'OS 3 / LOT 4 % SCOTT/R. CbLLINS'ZI Lic. No. 0357911b, A 01/25/21 w4i 01ME Z 0 Ile o z 0 J k Ln_j J a J Z O w w F- Z Ln w V/ L LU \H Lij L] li Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp BinninghamCourt 38 5 88 5 5 5.97 SM-9.5A 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Jackson Lane 48 5 98 5 5 6.34 SM-9.5A 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 (Existing) Birchwood HiH Road 816 5 866 5 5 13.93 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 8 0.6 14.63 (Existing)BirnuTghamDrive 610 5 660 5 5 12.98 SM-9.5 1.5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 o-uaaac FOR OETALS ER )NET JOINT' CCNPIN901Y JOINT i'- 3'-D �aRNEeeun°OimERir `BROW OF SEWAJ( \ N§Qqrl�: a lr - ------- NF--�:: ------------------MENEM -: - BAN PLANX_lz SECTION A -A q MM' KEYED CONST. JOINT 20' f B B 3� Z:_I' MS BAtS i MS E W3" DIAMETER SIRS E WED' HOLE FRONT ELEVATION RMs F r-e^ aMs e (WTTER REMOVED) 11N. ]'•0" 5W," BEAT PLATE SECTION B-B ems- � '1-1°-_ I • R ' � TYPET - STADMDS. •• /.9f 'X A NOW OE SHAM BE lRm WITH DO-3 & CG T L2 2 / A GMVNRID TYPE B IRE DETMC 9HAL BE USED MYTH CC-2 STNAAADS. TYRE A TYPE e % M 4 STUD SEEM CNMtTat WELDED CAVA® FAME FOR TYPE A TO M BENT ON M MOLE S 88'20' TO ANGLE NON AT 2'C-C. WELDED TO ENT F T AT MCHIOREO WIN /e' z a" sTID STEM NOSE DETAILS WELDED TO BENT PLATE AT YC-G R PAVE FM O-3A E DI-3B D 01-3C L MABED PAVEMENT I I I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR WE N SAW WITHOUT GUTTER BOTH GOES TO SE SYMMETRIC& SHEET 1OF 2 STANDARD CURB DROP INLET 1211 - 3011 PIPE. MAXIMUM DEPTH (H) - 8' 233 D{.09 VNGNA DEPMTMENt OF TRANSPORTATION '02 M-12 W5 DOWELS. V. LONG A EMIISIME AT IY' CS tl CONSTRUCTION 5 MIN. J°NT IN MAX ri 12._ 1 No R B� 2• B RAP (NEE TIRE) MINCATED DOLES A WE SHEET 1 OF 4 FOR DUALS 50'WIN SNAPS TO UTW FACE OF ROADWAY CURS MALK OF CURB 20 :1 SECTION A -A CONSTRUCTION ONJOINT'TRRUC�ON TI SECTION B-B NOTE. FOR KNERA_ NOTES ON WE DETECTABLE WARNING SURFACE, SEE S FT 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT MIGNIM RAP IN FEET 4" CURB LENGTH 6" CURB 0 4 8 1 5 T 2 5 8 3 B 9 4 6 U 5 10 6 B 14 6 NOTE: THE REQUIRED LENGTH OF A PMALEL RAMP IS LASTED TO 15 FEET. REGARDLESS OF THE $LOPE. (3nj= a K= P CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK " CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPNRTMENT OF TRANSPORTATION TABLE OF QUANTITIES DI.3A36,3c TYPE L AREA OF SLOT REINFORCING STEEL Concol6 BIAS A BARS B BARB C SMS D BANS E BANS F BIAS G WE SHT FL .Ft. a. Y68. Na Lh FL W. Da FL W. LN. FL • NO. Lh Ft NO LM. Ft Na LIA Ft NO. UI. Ft LDe. DI-JA '. L - - - - - '• 3 y.2'. - - - - 6 I.-S. Y Ln 2M 5 I'-0• 2 V-7., N, B'-W. 3 1-7" 3 3'-Y' 4 3 r-8• 4 '- ' B! 5' 2.75 3D2 5 5.6" 6 V-7" 5'-V' 3 Y-7" 3 3'-2" 4 3'-8' 3 TS' 4 3.46 �_ �� �_ .7. y 1_2„ ♦ 5-5, 3 Y-6- D-3B ION 4.58 3.90 5 7'-1' 14 V-7" W 5'-V' 3 5'V" 3 3'-2" 4 r'-8' 3 1•-8" 4 - 204 5 '. . V-7" �. 3 3`2" T. .. 4 - D 11-8' 22 �. Z_ 5'-7"' y yt2�. ,. i. y T_6�. 4 R' T.M S." 5 15-B" 28 B 7' 3 1'-7" 3 3' 2' 4 D 8 3 1. 6• 4 - 5 1 • ., " - 5'-7"' 3 3'-2' 3 Y-5' 4 - ILOR 5 1T-0 34 " 6`10' 3 3*2' 3 1'-B' 4 411 8' 2.75 3.01 NO 1 P' 4 B T" W 0 -XY' 5 5' T" 3 3' 2' B 1' 9' II 1'b' 2 - P 3.67 3.45 q 2'-9" 8 " W 5'-W' 5 3 3'-2" 6 2'-9' I Y_'.. 2 - IP 4.50 3.B8 IO 3`9" 12 8�_7" W 6'_D. 5 5._p. y y_T. 6 I._B. B T_B„ 2 D y-o„ 18 �_ .. ._ ._]" 3 3'-2'• �_ iP 6 1'_8'. 3 - OI-3L 14' 8.42 {.TT q Y_9° 20 8'-0" fa IJVIO 5 5'-7• 3 3i_2 8 5'-B' 8 I'-0" 2 - %' IO B'-B" 21 '. " '- 5 5'J" 3 3'-2" 6 W.-B" 6 T-B" 2 1. 10 T.-B.. 25 B.-T.. to IC' ._7• 3 3; 2'• T'- B T-B'• 2 za 9.n s.De q 9'_B" 32 B'-NY' S 5'-J'• 3 6 Y_". 2 NOTES L DEPTH OF INLET M TO BE SHOWN ON PLANS. T. *4 X B" SMOOTH DOWELS AT MPROOIATELY S. THIS AEA WY BE EAR EN. N MUCH CASE D" C-C TO E PLACED N A.I. THEM ADJACENT THE EXPANSION JOINTS WILL ARPLY ONLY TO S. ME "H' DME010N SHOWN ON THE STADMOS TO ABU,TNG CONCRETE TO FIEVENT CURB AND OUTER. AJD SPECUED ON WE FLANS WILL K SETTLEMENT. MEASURED FROM THE INVERT OF THE CEA1 %. CONCRETE OUMTITIES SWAN ME FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. & 3" DIAMETER WEEP HOLE TO K LOCATED TO SO OF 5`2" WITHOUT PIPES. THE ADUNT FLAT 'H" DIMENSIONS ME MPROIOMATE ONLY qWN SUBSXW MATERIA. WEFT N WITH OI�LACEO BY PIPES MUST E DEDUCTED TO FOR ESTIMATING PURPOSES AT THE MTUA U"XI2" PLMTC HMOWME GLOM IESH OBTAN TRUE QUANTITIES FOR INLETS OF DIMENSIONS STILL E DETERMINED BY ME OR GAVMREO STEEL WINE. NMI NI E DIFFERENT DEPTHS MD OR ROUIRMT 0.32 CONTRACTOR FROM FlE1D COMMONS. ENS. DIAMETER 0.03". NUMBER ER 4 MESI HARDWARE C161C YMOS OF CONCRETE FOR EACH FOOT CLOTH AMJNLREO FIRMLY TO RE °UTWE OF DEPTH. 3. WHEN SEEMED ON THE PLANS THE INVERT 6 OF WE SPRUCTUE. TO E SNIPED N MCOIDMCE WITH STANDARD 17. LENGTH OF MOLE ROM M SHOWN ON SHEET 1 IS-1. ME COST OF FURNISHING AND FLARING AL S. A.I. REWORDING STEEL SHA L HAVE A MN. OF 2 6 TO K L+%" AT 4.10 Lffi./FT.. MATERIALS NCOENTA. TO THE SIAPNG IS TO K COVER OF 2". INCWDED IN THE AD PACE FOR THE STRUCTURE. W *DENOTES LENGTH OF ONE (1)HIM. 10. AL RENEONOC STEEL TO E CUT CLEAR OF IN WE EVERT TIE WRIEST OF THE OIRFAL A.I. OPENINGS BY 2". R. AL REINFORCING BARS TO SEWS, 4. PIPE IS HIGHER MAN THE BOTTOM OF TINE STRUCTURE THE NVFM CF THE STNDTUE 11. CAST-N PLNOE CONCRETE 5 TO BE DUMB AT 20. WHEN INLET IS USED IN 4'-D" IEAIM'. BACK OF SWLL ME SHARD WITH CEIEM IIORI'AR TO (MOO RED. PRECAST CONCRETE 6 TO BE INLET 6 TO K SHAPED TO CONFORM TO PREVENT STANDING OR PENDING OF WATER 4000 PSI. PROPOSED MRS. IN TINE STRUCTURE. M LOST OF FURNISHING AND PLACING AL WTEIBAS INCDEMA TO UL LENGTH OF SOT O) WLL. IN EVERY CAW. ME ME SHARKS IS TO E NttIDED IN ME BD SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. F H INN IS CONSTRUCTED IN IECIAN CURB OR 6. STEPS ME - R PROVIDED WHEN H A ) ST- NM ED (Sm ETM DITTIES 1E TO E OR GREATER. FOR OETKS SEE STANOAq ST-I. OMTTEO (5K OETNLS. 6. THIS REM NAY E PRECAST OR CAST-N-RILE. %. STANDARD MEETS MAY BE CONSTRUCTED WITH COICRENE BECN °S IN AMODAMCE WITH ME ETALS SHOWN ON ST.NOMD DRAWN 01-MB. S e2 Oft STANDARD CURB DROP INLET 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 3°2 VIRGINIA DEPARTMENT OF TRMSPORTATION g1.IO CG-12 E A I PFRV65RE CONST. 5'W. .IOWTi N I t n A -I SEE SEE S14EED DOSES '" 9EEi I DE 4 FOR OETIAS TANGENT PLAN STD. CC-2 2'-0" CROSSWAK SMOK Or TYPICAL PLACEMENT 2D .1 AT INTERSECTION WITH BUFFER STRIP pM SECTION A -A THE SDECTION OF CURS TYPE AND THE COFKAMI OF THE UTILITY STAR MAY VARY TO MET EXISTNC FEUD CONDITIONS AND ROMWAT GEOMEIRCS FRONTING THE MINIONS ND ROPES ME M NOTED, NOTE: FOR GEMRM NOTES ON THE DETECTIBLE WARNING SURFACE, SE SHEET 1 OF 4. Y M.. X 1'MB - AT X. 2" HGHER THM EDGCEE OF PAVOWENT ATXX. SOME M TOP OF CURB MILS CONNED UPARAIEL & PtAIOUA PENIM) DESIGN FOR ACM BE CBE OWED WITHANONNG BUFFER STRIP. LAMS AT BOTTOM OF TWO SLCPNO SDES NTH WP X N" W. ONENSIMS. THE SHORT PERPENDICULAR WN TO ME STREET CM E PROTECTED BY A LANDWAMED ETBICK OR CONNECTED TO THE SEEM" WITH A WARRED SURFACE. NOTE' THE EDITED LENGTH PF A PARALLEL NAP 5 LOOTED TO 15 FEET. RMMOLESS OF ME SLOPE. CG-12 DETECTABLE WARNING SURFACE RENT105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 203.0] VIRtlM DEPMIMETR OF TRANSPORTATION PARALLEL APPLICATION TYPE C & PERPENDICULAR ROADWAY GRADE N PERCENT NNIWN RASP UENTH N FEET 0 2 4 1 2 5 2 3 5 3 3 8 4 4 8 5 5 q B % T D 5 B 15 15 L ti CM M N CM 1 N CN N N W I® _J _J B® LU 0 _J III /r U ® I LU Ul W ZLU � U) LLI J N~ Of O O N U V / LU LU V) Q z LU LU LL V) U) J J LU z 06 v LU LU 0 Z 1 LU IO LU LU U F1 0 J wp W 0 LU d � JOB NO. 172134 SCALE AS SHOWN SHEET NO. 5 Design Storm Year = 10 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME REMARKS INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC 130 1.23 0.57 0.70 0.70 9.50 5.47 3.8 128 764.00 761.93 60.72 0.0341 15 11.9 8.7 7.0 128 1 0.21 0.64 0.13 0.84 9.62 5.45 4.6 126 761.83 761.60 33.44 0.0069 15 5.4 4.9 6.8 126 0.42 0.67 0.28 1.12 9.73 5.43 6.1 EX-90 761.50 760.75 38.47 0.0195 15 9.0 7.8 4.9 EX-90 0.02 0.72 0.01 1.13 9.81 5.41 6.1 EX-88 760.65 752.66 213.02 0.0375 15 12.5 10.1 21.1 EX-88 0.77 0.50 0.39 1.52 10.16 5.34 8.1 EX-86 751.66 749.68 81.62 0.0243 18 16.4 9.2 8.9 EX-86 0.37 0.50 0.19 1.70 10.31 5.31 9.0 EX-84 749.58 744.88 164.87 0.0285 18 17.7 10.0 16.4 EX-84 0.12 0.80 0.10 1.80 10.59 5.26 9.4 EX-82 744.78 744.30 65.08 0.0085 18 9.7 6.2 10.4 EX-82 0.20 0.70 0.14 1.94 10.76 5.22 10.1 EX-80 744.20 744.05 34.19 0.0094 18 10.2 6.6 5.2 EX-80 0.22 0.70 0.15 2.09 10.85 5.21 10.9 EX-78 743.85 742.47 54.59 0.0253 18 16.7 10.0 5.4 EX-78 0.00 0.90 0.00 2.09 10.94 5.19 10.9 EX-102 739.17 737.49 353.33 0.0048 24 15.6 5.4 66.0 EX-102 0.00 0.90 0.00 2.72 12.04 4.99 13.6 OUT 737.29 736.82 62.38 0.0075 24 19.6 6.7 9.3 EX-116 0.36 0.71 0.26 0.26 8.50 5.70 1.5 EX-114 759.61 759.35 33.12 0.0079 15 5.7 3.9 8.6 EX-114 0.15 0.74 0.11 0.37 8.64 5.66 2.1 EX-112 759.25 758.22 221.29 0.0047 15 4.4 3.5 62.7 EX-112 0.03 0.73 0.02 0.39 9.69 5.43 2.1 EX-110 758.02 755.58 113.48 0.0215 15 9.5 6.2 18.3 EX-110 0.07 0.73 0.05 0.44 9.99 5.37 2.4 EX-108 1 755.48 752.27 80.95 0.0397 15 1 12.9 8.0 10.1 EX-108 0.05 0.76 0.04 0.48 10.16 5.34 2.5 EX-106 751.47 748.61 89.08 0.0321 15 11.6 7.5 12.0 EX-106 0.02 0.77 j 0.02 j 0.49 10.36 5.30 2.6 EX-104 748.31 740.37 270.07 0.0294 15 11.1 7.4 36.6 EX-104 0.20 0.66 0.13 0.63 10.97 5.18 3.2 EX-102 740.17 737.49 187.30 0.0143 18 12.6 5.9 31.7 PIPE DESIGN n = 0.013 Rpe Hydrology Pipe p N E V N =13 E C 12 0 D J N m m E m o = c 3t c ul ^ a d E v ra m c ac d E 3 E �e c @ C W E C O O .. C 0 O N LL N ~ l0 U) W Q R U U U F U U Z G J C N ❑ LL > LL K Pipe run: 130 - IX-90 130 128 1.23 0.57 0.701 0.701 9.50 5.47 3.84 3.84 764.00 761.93 60.7 0.013 0.0341 15 11.93 8.66 0.12 128 126 0.21 0.64 0.134 0.836 9.62 5.45 0.73 4.55 761.83 761.60 33.4 0.013 0.0069 15 5.37 4.90 0.11 126 IX-90 0.42 0.67 0.281 1.117 9.73 5.43 1.53 6.06 761.50 760.75 38.5 0.013 0.0195 15 9.02 7.84 0.08 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, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 � r L U m a U 0pp C N .U. w J O N U L N `m t y U 3 V 0 C 3 ya u o o 0 3 o u 0 ' r in � t Eo ... Q Q X LL > - Q U U CY a CY W - 'o F left 0.08 0.64 0.051 0.20 1 0.00 0.20 0.0010 1 0.0200 1 2.0 0.0833 4.1650 1 5.67 1 0.86 right 0.13 10.64 10.083 1 0.33 1 0.00 0.33 0.0010 0.0200 1 2.0 0.0833 1 4.1650 1 6.80 1 0.75 128 3C 6.0 combined flow 0.5 0.08 0.183 4.20 Maximum allowable spread=8.5' left 0.18 10.7110.128 1 0.51 0.00 0.51 a ool o a o200 2.0 0.0833 1 4,1650 1 7.99 1 0.68 right 0.18 10.7110.128 1 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0833 1 4.1650 1 7.99 1 0.68 EX-116 F 3C 10.0 combined flow 1.0 1 0.10 0.223 5.11 Maximum allowable spread=8.5' " gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 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 3 `w N U N 2 goc C C v w E m m H > N O. O N £ 8 o o ; V a c D m u o 0 0 3 0io c a t rn o 'm 3 `m o c a ° `m H 0 C ~ OI rn X N N w 3 E rt. ❑ Q W C L N a > -1 Q ci U C9 G (d « y 3 w -o a Ir left 0.08 0.64 0.051 0.33 1 0.00 0.33 1 0.0010 1 0.0200 1 2.0 1 0.0833 1 4.1650 6.80 0.78 right 1 0.13 10.64 10.083 1 0.54 1 0.00 0.54 0.0010 0.0200 1 2.0 0.0833 1 4.1650 1 8.16 0.66 128 3C 6.0 combined flow 0.9 0.12 0.253 5.81 Maximum allowable spread=8.5' left 1 0.18 10.71 0.128 a83 I 0.00 a83 0.0010 0.0200 1 2.0 0.0833 1 4.1650 1 9.58 a60 right 1 1 0.18 10.71 10.1281 0.83 1 0.00 0.83 0.0010 0.0200 1 2.0 0.0833 1 4.1650 1 9.58 0.60 EX-116 F 3C 10.0 combined flow 1.7 0.14 0.308 7.06 Maximum allowable spread=8.5' * gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. PROPOSED GRADE STR-128 VDOT STD. DI-3C (L=6') STR-126 RIM:768.5o VDOT STD. DI-313 (L=12') INV IN:76i.9315" RCP TO STR-130 RIM-768.5o INV OUT:76i.83 i5" RCP FROM STR-126 INV IN:76i.6o 15" RCP TO STR-128 INV OUT:761.5o 15" RCP FROM EX-STR-90 EXISTING GRADE 775 STR-130 EX-STR-90 VDOT STD. DI-313 (L=20') EX. VDOT DI-36 (L=4') RIM:770.33 RIM:766.97 INV OUT:764.0015" RCP FROM STR-128 INV IN:76o.7515" RCP TO STR-126 EX. INV IN:76o.75 770 EX. INV OUT: 76o.61; 765 f PROPOSED 6" CL. 52 DI WATERLINE J 1 I 765 15 760 5;6°1 j 76o i5" RCP] L15" RCP 38.47' Qa 1.95% 33-44' @ 0.69% 755 755 O N r9 U� N m eo N m Q ^ to 0+00 0+50 1+00 1+50 STR-130 - EX. STR-go PROFILE Table 7: Grade Inlet Design Table Design Year: 10 Project: Creekside V - Phase I & II VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. .lob #: 172134 Prepared by: AML, PE INLET STATION OUTLET WATER SURFACEELEV L. Do Q. ZW SfD Fir JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV Vo Ho Qw ViN Qi*Vi M /2g Hi ANGLE Ho Ht 1.314t .511t 738.77 187.30 18 3.24 0.001 0.18 1.8 0.0 EX-104 2.6 2.1 5.563 0.1 0.02 76 0.04294 0.08 NA 0.04 0.22 738.99 750.67 741.37 270.07 15 2.61 0.002 0.44 2.1 0.0 EX-106 I 1 1 2.5 2.1 5.297 0.1 0.02 9 0 0.04 NA 0.02 0.46 741.83 755.16 749.61 89.08 15 2.55 0.002 0.14 2.1 0.0 FX-108 2.4 1.9 4.542 0.1 0.02 17 0.00575 0.04 NA 0.02 0.16 749.77 758.77 753.27 80.95 15 2.36 0.001 0.11 1.9 0.0 EX-110 2.1 1.7 3.633 0.0 0.02 18 0.0046 0.04 NA 0.02 0.13 753.40 762.68 756.58 113.48 15 2.11 0.001 0.12 1.7 0.0 EX-112 2.1 1.7 3.511 0.0 0.02 2 0 0.03 NA 0.01 0.13 756.71 767.32 759.22 221.29 15 2.08 0.001 0.23 1.7 0.0 EX-114 1.5 1.2 1.727 0.0 0.01 83 0.01442 0.03 NA 0.02 0.25 759.47 763.45 760.35 33.12 15 1.46 0.001 0.02 1.2 0.0 EX-116 0.00 0 0 0.01 NA 0.00 0.02 760.37 763.41 738.42 62.38 24 13.56 0.004 0.22 4.3 0.1 EX-102 10.9 3.5 37.74 0.2 0.07 70 0.11378 0.25 NA 0.13 0.35 738.77 746.49 739.09 353.33 24 10.89 0.002 0.82 3.5 0.0 EX-78 10.9 6.2 67.09 0.6 0.21 65 0.32423 0.58 NA 0.29 1.11 740.20 750.67 743.67 54.59 18 10.89 0.011 0.59 6.2 0.1 EX-80 10.1 5.7 57.94 0.5 0.18 60 0.28002 0.61 NA 0.30 0.89 744.56 750.95 745.25 34.19 18 10.12 0.009 0.32 5.7 0.1 EX-82 9.4 5.3 50.51 0.4 0.16 75 0.27074 0.55 NA 0.28 0.59 745.84 750.82 745.84 65.08 18 9.45 0.008 0.53 5.3 0.1 EX-84 9.0 5.1 46.17 0.4 0.14 13 0 0.25 NA 0.13 0.65 746.50 751.52 746.50 164.87 18 9.03 0.007 1.22 5.1 0.1 EX-86 8.1 4.6 37.07 0.3 0.11 17 0.03257 0.25 NA 0.12 1.34 747.94 757.73 750.88 81.62 18 8.09 0.006 0.48 4.6 0.1 EX-88 6.1 5.0 30.51 0.4 0.14 4 0 0.22 NA 0.11 0.59 751.47 761.07 753.66 213.02 15 6.12 0.009 1.91 5.0 0.1 EX-90 6.1 4.9 29.93 0.4 0.13 33 0.10603 0.34 NA 0.17 2.08 755.74 766.97 761.75 38.47 15 6.06 0.009 0.34 4.9 0.1 126 4.6 3.7 16.8 00.2 0.07 32 0.05986 0.23 NA 0.11 0.45 762.20 768.50 762.93 60.72 15 3.84 1 0.0041 0.21 1 3.1 1 0.0 130 1 1 1 1 1 1 1 1 1 0.00 0 0 0.04 NA 0.02 0.23 763.16 770.33 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 S 3 n m 0 � v U R N N O C 3 OI w rn U C 3 On N N (V + O 1p U N N at $ N 2C m o d w t N u o 3 x W o c iu C 3 u o C 0 3 u m c to N 3 - m a g m a N m c m ` f0 3E` m o ah II Eo N ❑ . Q 3 3 y J N > -1 w o ma of CS CY c10i 126 3B 1 12.0 1 0.42 10.67 1 0.281 1.13 0.00 1 1.13 1 0.0200 1 0.0200 1 2.0 1 0.0830 1 4.1500 6.12 0.81 3.5120 0.1463 0.1385 8.07 1.49 1.00 1.13 0.00 Maximum allowable spread=8.5' 130 3B 20.0 1.23 0.57 0.701 2.80 0.00 2.80 0.0357 0.0200 2.0 0.0830 4.1500 7.73 0.70 3.5120 0.1463 0.1224 15.17 1.32 1.00 2.80 0.00 Maximum allowable spread=8.5' EX-120 3B 12.0 0.57 0.54 0.308 1.23 0.00 1.23 0.0050 0.0200 2.0 0.0830 4.1500 8.21 0.66 3.5120 0.1463 0.1166 6.13 1.96 1.00 1.23 0.00 Maximum allowable spread=8.5' EX-122 3B 12.0 0.35 0.59 0.207 0.83 0.00 0.83 0.0334 0.0200 2.0 0.0830 4.1500 4.95 0.88 3.5120 0.1463 0.1488 7.92 1.52 1.00 0.83 0.00 Maximum allowable spread=8.5' EX-124 3B 6.0 0.44 0.57 0.251 1.00 0.00 1.00 0.0608 0.0200 2.0 0.0830 4.1500 4.76 0.90 3.5120 0,1463 0.1517 10.16 0.59 1 1.00 1.00 0.00 Imaximum, allowable spread--&5' - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 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 c � � a d v v N 0 � V O 0 c � U C U s 1O iV _ U N N N Ik •� J N u ^ U N C n lr o > Sin c y O o U o c in 3 t w B o 0 O U OV C N Ol0 O C Ti N C O >3 V U O N J a C .- p, Ol X U).k > N II rn J C U 0 Y Q II E a > - ¢ U U C7 (Y (7 C tq y cn I- we m rn r%' uI 5 d u IY 126 3B 12.0 0.42 0.67 0.281 1.83 0.00 1.83 0.0200 0.0200 2.0 1 0.0830 1 4.15007 7.34 1 0.72 1 3.5120 10.1463 1 0.1254 110.501 1.14 1 1.00 1 1.83 10.00 130 3B 20.0 1.23 0.57 0.701 4.56 0.00 4.56 0.0357 0.0200 2.0 0.0830 4.1500 9.28 0.62 3.5120 0.1463 0.1107 19.76 1.01 1.00 4.56 0.00 EX-120 3B 12.0 0.57 a54 0.308 2.00 0.82 2.82 0.0050 a0200 2.0 0,0830 4.1500 11.20 0.52 3.5120 0.1463 0.0961 9.75 1.23 1.00 2.82 0.00 EX-122 3B 12.0 0.35 0.59 0.207 1.34 0.50 1.84 0.0334 0.0200 2.0 0.0830 4.1500 6.69 0.77 1 3.5120 0.14631 0.1327 11.88 1.01 1 1.00 1 1.84 0.82 EX-120 EX-124 3B 6.0 0.44 0.57 0.251 1.63 -1.32 0.31 0.0608 0. 0200 2.0 1 0.0830 1 4.1500 3.07 0.99 1 3.5120 0.1463 1 0.1649 5.90 1.02 1 1.00 1 0.31 1.32 EX-122 SCOTT/R. Cb'LLINSZ Lie. No. 035791 L. A 01/25/21 g MM& Z Cl � U oLu J � E W J I- w Z J is 0CL o Ln In Ln z V) �1"/' �� w y VJ {n w LU ce o .+ w N N pCD CA 0 0 L M M rn N ® M r N W VJ N N / \ W � J LU J U) LU UOJ ® Q U LU in Cn ZLU � IJ LU 0f of IJ C:) N U IV') I--I F- Lu 06 LU J I --I LL- LLJ �t2 V Z FH JOB NO. 172134 SCALE 1"= 50' SHEET NO. 6 for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - '101± 10'f� 5' �10 5' WATER SEWER 3 A 13 0 s LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT o TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I II ADJUSTABLE VALVE BOX W/ LID II Z m J Z N a I ----- � M.J. GATE VALVE WATER LINE a 1� � 2500 P.S.I. CONCRETE 8 n 2'x 2' BEARING AREA. THRUST BLOCK.a a o a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 12" GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL a za" IN s' INITIAL BACKFILL a24 IN 8° MIN O MIN. MIN. MIN. 6" BEDDING #68 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 #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4' I INITIAL BACKFILL 4 MI UNSTABLE a 8. e e' SOIL MIN. MIN _ MIN MIN. #68 STONE GRANULAR FILL AS -�A�PPROVED BY ACSA (ABLE SOIL OR ROCSTAB LE IL OR ROCC NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 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 NITS FIG. W-2 1/B BEND TD-2 �7:t NOTE: NO SWEATED M71NW DUAL SERVICE SINGLE SERVICE NOTE 1) SADDLES SHAL BE USED ON PVL PIPE I' COMPRESSION K 3/4' MI PIPE =RUNG ON APPROVED MAL FOR USE ON ATTACHEO SINI GAMILY RESIDENTIAL SERMCES OR DUAL RESIDENTIAL AND IRRIGATION SDRMC0L �r R " ^1MPRESSIOX R 31e MALE PIPE COUPUNO PPRONED EQUAL FOR USE ON DETAOffD SINGLE FAMILY RESIDENTIAL SERMCE WHERE AN IRRIGATION NETER IS NOT PROMDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A FD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE W CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-I-B TD-27 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID f NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 4" DIAMETER BRA4VARIvES LE BOX AND VALVE M.J. PLUG WATER MAIN OINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVENSIZE or BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCKTER BOX (SEE FIG. W-7) VALVENO. 57 STONE M.J. FITTING2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS RIES 2° PVC OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-6 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2 RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED Jy� CONCRETE SECTIONS 12MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE - VARIES DEPTH OF FLOW FILLETS CHANNEL TC BE 3/4 DIAMETER OF CONTRIBUTING SEWER. °••d 12" A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. 5-1-A TD-25 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. STA:o+oo.00 EX. RIM:777.55 780 INV IN:77o.758" PVC EX. INV OUT: 770.55 - 775 `EXISTING GRADE 770 765 8" SDR-26 PVC 13-3.02' @ 0.51OZO YU�)tU L3KAUt MH-5o STA:1+17.02 RIM:777-9I3 INV OUT:771.33 8" PVC 780 O 1 H O M 0� 00 00 00 00) 1� 0+00 0+50 1+00 1+50 MH-50 - EX MH-24 PROFILE 775 770 765 20 775 770 765 GRAD MH-52 STA:3+17.30 RIM:772.52 INV OUT:76o.00 8" PVC 775 770 765 SCOTT/R. Cb'LLINSZ Lie. No. 035791 ,�- pow 01/25/21 �4 ti `r5'InArnT ECG MH-51 STA:o+65.02 760 RIM:753-93 760 INV IN:749.2o 8" PVC INV OUT:749.00 8" PVC EX-MH-45 z g STA:o+oo.00 z z J EX. RIM:752.59 INV IN:748.39 8" PVC 755 r ¢ J z EX. INV IN:748.39 y6pv 00 v71 03 x EX. INV OUT: 747.89 a SOg G� 1W35 o J Lu S�$? 0 0 CL '"4 (n ~ z (n 750 750 (n > N w 8" SDR-z6 PVC `7� 61.02' @ 1.000/' W 745 745 0) U? 01 n Ln N n 00 N eN N Ln cN N In 0) N Ln 0) Ln Ln MY1 Ln 01 m 91 03 03 N Ln N m In LIT In UD Ln Ln LO 0) Ln In 0) N Ln \O N n LO UO n O w n O n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH-52 - EX-MH-45 PROFILE w N � N " ' ¢ O N � 0 \ 0 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 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. NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 E w \E M- �Q w� NE >m WN o� E L o �. 0 ItI J� J Eo U EN so um Na -u VV �a a E E N _V& W Ns m 0 3Eax �"� o E �E z E Q ,uy(, NE n� �'-' NuU W I3o W Ez m� ED o 3 E 6 \z tw o Em. E Nu m D E nJ N E \_ E !ZE n m -0m !� O � a s aE of aE Z a p o 7oE of 2NE oFE N (V LL O OLt 41 17 TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-29 Ln ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY ACSA INSPECTORS. (ACSA) THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. tD Cn w 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OFTHE PROPOSED WORK ARE NOT NECESSARILY IT- SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, M ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. II v , 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER m J AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. N 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ® C'7 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED z FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE w LATERALS AND WATER LINES, ETC. 1 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. N 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A O W FUTURE EXTENSION OF THE LINE. O J 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. N 1o. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). Q > J Q Q I� J U) ILL]wp NOTE: HYDRANT MUST BE EQUIPPED 'MTH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270-) 18°-22° ALVE BOx 7 CU. FT. #68 STONE 42"MIN 6" GATE may• VALVE BEE1 2500 P.S.I. CONCRETE .? BASE AND THRUST BLOCK AGAINST r UNDISTURBED STABLE \\Vlf SOIL STEEL PILE WHEN THE SOIL IS DISTURBED ORHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL 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 MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET 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 0 L9 J Q '�^ V / z LLJ Q 7U p �1 J WUi Lij Y � � J ' vi I- W LU Z w o F1 Jw LLI ,.w/ LL J ��� j'� (D Q/ O cl N Q w J J F w O W O 0- w (n JOB NO. 172134 SCALE 111=50' SHEET NO. 7 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 BACKFILL TO TERMINATE THE SUPERVISION OF THE LANDSCAPE ARCHITECT. AT TOP OUTSIDE LIMITS OF ROOTBALL REFER TO TREE 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. ADD MULCH OVERTOP OF STAKING DETAIL 4. IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF RELATE TO THIS INSTALLATION. 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE VARI S TYP. TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND PLANT PIT ON "UPHILL" SIDE SPECIMEN SHRUB AS SPECIFIED DRON AWIINGS) 1i TRENCH EDGE AROUND ENTIRE TO BE '�\��j�'�5"; ROOTBALL REFER TO TREE MULCHED �•��\.�°•• •''•' REFER T STAKING DETAILSTAKI \� \�• DETREE TAIL BACKFILL WITH CULTIVATED, COMPACT EXCAVATED TO FORM ROOTBALL PIT LUT AWAY ALL AND/OR NON-BIODRE BA KETSEGRADABLE \��� jO//� \�� AND/OR ORIGINAL SOIL FROM -PLANT \ �\ �� PIT EXCAVATION IF LOOSE. IF TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE 4" ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT ENTIRE AREA TO BE 31 MIN FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH MULCHED . BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL ?> �� TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED L=IIII=._:....r•,.',: IIIII=IIII IIII=IIUI' TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. JI / REFER TO ROOTBALL PIT DETAIL ; "•:•;: �� =(IIII=IIIII ;i•{::;;:"" '.".'.`:•":" '-" "- _ 4, ••. ..•. •..• ROOTBALL. WATER THROUGHLY AT 1/2 •`'"' �� :: \�\ ...::..< ... \ I_� •.• IIIII-IIIII'.::':.::.•'.. R00 BALL .;j': II )IIIII IIIII" DEPTH. i. - ':} D�� - .•'-.°fi:�'' l �� i;;: :::• z� REFER TO ROOTBALL PIT DETAIL '=IIII= '' • -IIII= I- SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK WHEN AND COMPACT LOOSE .;:';%`.':, '^'' •i': :'.,: �/\ '::::::::,. Q ,,.. % �� •.... •'' �� �� I-Ii II=.••=IIIII=I THROUGH AND LOOSEN ALL RETURN EXCAVATED MATERIAL TO �\ •;, ROOTBALL': z'. �\ \ •::.•''`'`• ''' /�/ ���� .'ir_ `=•;:,':.:.•�''. • , , : ROOTBALL \��\ ? /�/� _ _ _ - I' II=IIIII=I = _ =IIII=1�1I 'IIIII=IIII=II{II IIII=IIII=IIII=IIIII=IIfI(=IIII=IIII- HARDPAN (REMOVE AS NECESSARY TO FACILITATE PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO ����\/�\•..''•.:•' �� _'IIII,.=IJI11- I-I�111=IIIII=IIIII=IIIII==IIIII- "'-IIII IIIII-IIIII II IIIII,=IIIII_ ❑i��- - =III DRAINAGE) PLANT PLACEMENT �\� / g /�/�j�\�%\ NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT NOTES:' NOTES: REFER TO ROOTBALL PIT AGREEABLE TO THESE PLANTING CRITERIA OR -WHERE CONDITIONS RAISE CONCERNS IN DETAIL TERMS OF PLANT SURVIVABILITY OR WARRANTY. 1. SET TREE PLUMB PRIOR TO STAKING. 1. SET TREE PLUMB PRIOR TO STAKING 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND OR INCURRED DURING, PLANTING PROCESS. 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING TREE PLANTING ON SLOPE rTZ SHRUB PLANTING 4`� ROOTBALL PIT 1 LD-oo. 12 SECTION N.T.S. 12 SECTION N.T.S. 12 SECTION N.T.S. 12 SECTION N.T.S � Planting Notes 1. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. Landscape Notes 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11.ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Z1 Tree preservation and protection measures shall be reviewed N2th the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: Z1 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 1 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ZI When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees NOTE: IT IS THE OWNER SIGNATURE treated immediately by pruning, fertilization or other methods recommended by a tree specialist. 'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. CONTRACT PURCHASER SIGNATURE 1/25/21 (DATE) (DATE) 5/1/06 Page 1 of 1 Lic. No. 035791 01/25/21 16 U) z 3 z 0 J Q J LI Z ZLn 0 z f U) J ay w a O A F z to V/ u cc w w W ce o .4 LU N N 00 M Q O N kD \ O O L / w L9 M co z 0') U% N Q Ix LU N W WN i2L M \Q W /_ W J J_ Q U) > J J C F-4 F- LU L9 _j z 0 Q _ a U 1--1 U ' w U) Y 0 W Qz J � 1 Ul I- W LU 1-1 F- (n (n J LU w W W Q J C:) O N w J U J F o w a JOB N0. 172134 a a a a SCALE 0 N/A 0 SHEET NO. n 8 �° 775 775 775 775 Page 611-62 770 LINE OF SIGHT HT. 0: EYE= SIGHT DISTANCE=2o5' (EAST) HT. OF BJECT=3.5' 770 .S' IN STl C.E'2ao PN EXISTING GRADE HS p\5 BIRCHWOOD HILL ROAD 765 S\G 765 PROPOSED GRADE JACKSON LANE EXISTING GRADE f0TBj__r`3_5 BIRCHWOOD HILL ROAD 760 760 O O O O Ln n N NO O O 0) n t0 W M O .} rl O) a0 O N M It ID n LD O O O) 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 JACKSON LANE & BIRCHWOOD HILL ROAD INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE April 201 5 n 2.5 5 10 20 Typical Traffic Control Lane Closure Operation in an Intersection (Figure TTC-28.1) Guidance: 1. The control of traffic through the intersection in order ofpreference should be: a. Obtain the services of law enforcement personnel. b. Detour the effective routes to other roads and streets as approved and directed by the Regional Traffic Engineer. c. Place a state c ir8fied flagger ors each leg of the intersection controlling a single lane of traffic. Appropriate signing as shown should be used for law enforcement and flagging operations. For detour signs see Figure 7TC-34. 2. Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, 500'1 where the posted speed limit is greater than 45 mph. Standard: 3. Channelizing device spacing shall be on 20' centers or less Guidance: 4. Ifroom permits, a shadow vehicle with at least one rotating amber light or high intensity amber' or oscilllating' light should be parked 80'-120'in advance ofthe first work crew. Standard: 5. For emergency situations (any non -planned operation) of 30 minutes or less duration, two rotating amber lights or high intensity amber flashing or oscillating' lights mounted on the vehicle and visible for 360° shall be required in addition to the channelizing devices shown around the vehicle. Also, vehicle hazard warning signals shall be used. Guidance: 6. If the workspace extends across a crosswalk, the crosswalk should be closed using the information and devices shown in Figure TTC-36. Support: 7. Turns can be prohibited as required by vehicular traffic conditions. Unless the streets are wide, it might be physically impossible to make certain turns, especially for large vehicles. 1: RevWun 1- 4/1/2015 April 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) oM �T F oa Page 6H-53 •� — _ G20-2 (V) —ITT = 0. ------------ T �m 500+ 0 NOI1tl1S 1,I3SOVI p 50' - 100, O 0 SEE NOTE 4 r �\ 80' - 120' SHADOW VEHICLE REQUIRED 0 SEE NOTE 4 00 0 50' - 100, 00 FLAGGER STATION p SEE NOTE 2 SEE NOTE + 009 z W20-7 U) SEE _ NOTE 1 BE PREPARED 1M1'3-4 SEE TO STOP SEE NOTE 9 1 PORTABLE NOTE TEMPORARY RUMBLE 1 W20-V26 RUMBLE STRIPS BTR1, SEE NOTE SEE NOTE 14 SEE zMEr�o (OPTIONAL) NOTE 1 NE W20-4 SEE NOTE 1 AD 0XN W20-1 1: Revision I-4/l/2015 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. LINE OF SIGHT 770 770 HT. OF SIGHT D STANCE_ EYE 3.5' -z5Q'( ORTH) 765 Sov�N1 � / � 765 O OBJE= CT .5' GN( PROPOSED GRADE BIRMINGHAM COURT — — 76o EXISTING BIRMINGHAM GRADE] DRIVE 76o - HT. OF / OBJECT=3.5�z EXISTING GRADE BIRMINGHAM DRIVE 755 755 lD n n Ln H Lil l0 ri ri N - 0) It 00 O n \O O) H n M Ln l0 Ln 00 Ln N lD Ln 1p t\ t0 n l0 W l0 It W M lD N l0 N l0 n n n n n ^ n n n n f\ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 BIRMINGHAM COURT & BIRMINGHAM LANE INTERSECTION SIGHT DISTANCE PROFILE 41 3H0 7 "BE PREPARED TO STOP" - SIGN (W3-4) ONE M 1 ..BE PREPARED TO STO I I IGN (W20-7) "END ROADWORK" SIGN (W -4) I I - - — _ _ -� SIGN (G20-2) oNE M\ \ ;- "ONE LANE ROAD AHEAD" SIGN (W20-4) 11R D WORK AHEAD" SIGN (W20-1)��\m "ONE LANE ROAD AHEAD" \SIGN (W20-4) INGLE LANE CLOSURE REQUIRED FOR ROAD/UTILITY o"P "END ROADWORK" \ - - — - - CONNECTIONS & PAVEMENT MILL/OVERLAY \ / SIGN (Gro-z) \ � � / r "RDA ORKAHEAD" � � I, I I • `\ SIGN (Wzo-i) \ SIGN (Wzo-7) "END ROAD WORK" / �/ \ / SIGN (G20-2) r "ON LANE ROAAHED" Vg s SIGN (W20-4) �' / "BE PREPARED TO STOP" m SIGN (W3-4)I "BE PREPARED TO STOP" — /: �v SIGN (W3-4) -HILL ROAD BIRCHWOOD � "ONE LANE ROA _A A \ ��^ SIGN (W20-4) \ "ROAD WORK AHEA / / IGN (W20-7) SIGN(W20-i)i� ,• I I "BE PREPARED TO STOP" SIGN (W3-4) SINGLE LANE CLOSURE REQUIRED FOR ROAD/UTILITY CONNECTIONS &PAVEMENT MILL OVERLAY I I o "END ROAD WORK" SIGN (Gro-z) I "ONE LANE ROAD AHEAD" I N // SIGN (W20-4) 5 i \ = -_ _ _ IRK AHEAD" 'ROADWORK GRAPHIC SCALE �/ - SIGN (Wao -3.) \ I _ _ I 100 0 50 100 200 400 -- WINDMERE LANE 1 1 ( IN FEET) ROAD WORK AHEAD" 1 inch = 100 ft. ) -' SIGN (Wzo-i) Lic. No. 035791,a 01/25/21 jai Ln Z z g 0 J d J d Z LU Z o Ln Z O J d M� 0Ln M1 Ln ~ cu/i W Z LIFT o M� > w LU W O w N N 00 Lis 00 � Q O N CD CD O O L ti ZC6 M C) N � M N CD WCY) N N W > LLJ Z> U) LU LI— O Q Z WI W Ul ZW � U) aaJLU V 0 (] N U) W W JOB NO. 172134 g ° SCALE AS SHOWN ° rn O 0 SHEET NU. a 9 `v