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HomeMy WebLinkAboutSUB202000118 Plat - Submittal (First) Supplement 2020-06-08CREEKSIDE V - PHASE I & II PRELIMINARY SUBDIVISION SUPPLEMENTAL SHEETS GENERAL NOTES OWNER/APPLICANT.• 05500-00-00-078AO OLD TRAIL CREEKSIDE V, LLC 503 FAULCONER DRIVE CHARLOTTESVILLE, VA 22901 05500-00-00-078CO OLD TRAIL CREEKSIDE V, LLC 503 FAULCONER DRIVE CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 05500-00-00-078AO (DB 4797 PG 54) 05500-00-00-078CO (DB 4797 PG 46) TOTAL PROJECT AREA: 05500-00-00-078AO - 3.190 AC 05500-00-00-078CO - 4.107 AC TOTAL - 7.297 AC ZONING. R-1 RESIDENTIAL (BONUS LEVEL - CLUSTER DEVELOPMENT) PROPOSED USE- 9 SINGLE FAMILY DETACHED UNITS PROPOSED DENSITY. +57 BONUS DENSITY FOR STREET TREES + 107' BONUS DENSITY FOR INTERNAL STREETS +157' BONUS DENSITY FOR DEDICATION OF OPEN SPACE TO ALBEMARLE COUNTY PHASE 1 (3.190 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 // (4.107 AC) ALLOWABLE DENSITY. 0.97 UNITS / ACRE x 1.3 (BONUS DENSITY) 1.261 UNITS / ACRE = 5 UNITS PROPOSED DENSITY. 1.261 UNITS / ACRE = 5 UNITS PROPOSED CREEKSIDE PHASE V = 9 UNITS OPEN SPACE.• OPEN SPACE K = 0.941 AC (29.59) OPEN SPACE L = 1.144 AC (27.99) TOTAL CREEKSIDE V OPEN SPACE = 2.085 AC (28.67) THE 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 THE RIGHT-OF-WAY OR THE 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 THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY SIDE MINIMUM: 5 FEET SIDE MAXIMUM: NONE REAR MINIMUM: 20 FEET REAR MAXIMUM: NONE 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 COMBINATION OF FIELD -RUN TOPO AND AERIAL TOPO. TOPO WAS FIELD -VERIFIED IN FEBRUARY 2017. DA TUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH EXISTING RESIDENCE STRUCTURES LIGHTING: NO LIGHTING IS PROPOSED PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT. ADDITIONAL 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. THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100-YEAR FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 5100JCO228D & 51003CO229D; FEBRUARY 4, 2005. STREAM BUFFER EXISTS ON TMP-55-79A. OFFSITE DISTURBANCE: NO OFFSIDE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE TIE-IN CONNECTION 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. PROPOSED LAND AREAS: OPEN SPACE.• 2.085 AC. LOTS 4.602 AC. RIGHT - OF- WAY.• 0.610 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 SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA 3 � � • -JAR \ r — BAN$ A PR LOT 2 ' a LOT 1 , 61 CREEKSIDE V\ PHASE I OPEN SPACE K it 0.941 ACRES LOT 3 �IRI / ` \\� LOT 4 - - - — _--- r— _----�---- /CREEKSIDE \ \ -- I_--- -�---� oh OPEN SPACE r' CREEKSIDE PHASE i LOT �i A CREEKSIDE V A ° �PHASEN - ---- / - 1 - 1 A 00 LOT 1 LOT 3 �. �. \ - s � � p� ♦ � - �� LOT 4 r t t r CREEKSID� PHASE II I_1 41,01 LOT 5 07 CpO�N / 1 s 1 r o> r 36 i EEK/SID i BENP E'��/r /� �� /�� 4 v �� ° � li 'y � j' r ` \'%♦ / `V ��� to /� J ♦ \ 35 /J \\ J \ _ ,♦ l i \ �r� NNjq t°r / c ✓ li 1-�, \ ! / r: to,z5 \ r � FXI \ «J 401-31 ST NG ` �-, l // / \ SHEET LAYOUT SCALE: 1" = 150' �64 PROJECT SITE z50- W VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 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 I ROADS — 200 - zoo 240-55 TOTAL SHEETS LEGEND EXISTING CULVERT CUL VERT DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMEN T EC-3A DITCH DEPTH OF EC— 3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRI VEWA Y CUL VER T BENCH MARK CLEARING LIMITS VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B DENO TES TOP OF BOX APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE 0�� i '! SCOTT R. LLINS U Lic. No. 035791 � 06/08/20 o��SSI CNAL 0 W N 00 0 0 0 V 1 W Lurn W M Z� V) J N Q M � z -- W rn W W N � Q W > 110— ZD � W J F_ J Q ® UJI W LL O Q Ln < i--i W Z U O W —j U �W// ILL F v! UlrD^ > F W LU W Z 0 v 1 U J� W W W ry J� rQ v O H Q O 0 N F_ UJ 0 w � U J w O O a w U) JOB NO. 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 GENERAL NOTES: 1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA FLOODPLAIN MAPS # 51003CO228D ��H 0 1 - / & #51003CO229D. � 2. STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. SEE THIS PLAN FOR LOCATION. l I I I I I I I I O \ \ \ I 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE�� EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SIC R. LLINS Z SYSTEMS AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE 0 — CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF Lic. No. 035791 FRO � / I _ - XSTINGVAR WIDTH PUBLICRIW) �.6.46z6 P�.na — — I \ CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; d� 06/08/20 / I I I 1 UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL o��� / / -I FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY ` �IONAL I ' i / �� � � �-- � � V I I F PUBLIC UTILITIES SERVING THE PROJECT SITE. / M a 4. CONTRACTOR SHALL VERIFY SIZE TYPE & LOCATION OF EXISTING WATER LINES ON THE SITE. EXISTING 12" DI WATERLIAd NE i �- I -- — — — \ ✓ / / ��� �N�) r l I I / / r T 61 — \ L v - I 1, 1 — 2. , R= v G -0L- VAR. WIDTH SIGHT 39 55�io66.41' `� DISTANCE EASEMENT CHORD=390.34' -� ; i� DB 4848, PG 555 ry OPEN SPACE- --- ' _ Z w D.B. 4848 PG. 555 / / / / -�. / / / / EXISTING 8 DI WATERLINE S)10 \ ' EXISTING STRUCTURES & DRIVEWAY / ( � / 49 , �. TO BE DEMOLISHED �' o JI I 1 V 49 5930'F _ — \ — — — y�0 y2��j EXISTING 1 'PRESCRIPTIVE a_ m I LOT 6b I / / I, ' EXISTING WETLANDS / \\ / / O 5 0 _ \/ ' (�0'�� RIGHT-OF-WAY EASEMENT O Z I I , I I / / 20` SANITARY o S112o0s \ / r / °� Q / �� - - I g I / I I / l SEWER EASEMENT N24 56 41 E�� _ S9 E M < `�� m \ nYF TMP. 05500-00 00 078Ao m I I M <v DB 4848, PG 555 7.52' \ 36.97, / OWNER: OLD TRAIL CREEKSIDE V, LLC + I I I / N 1 1 6.1z IF � - EXISTING 12" DI WATERLINE \ - — M — _ o n ZONING: R-i L I 39 3 5 h�, M°' \ r— z J - — / E 11419751.13 0 �\� O O Q ACREAGE: 3.5o AC �— �I I / III / �" — DB/PG: TMP: 05500-00-00-0 8Co o55o04-000000 M U TIVIP > z OPEN SPACE OWNER: OLD TRAIL CREEKSIDE V, LLC I — — Lu DB456o,PG213 ZONING: R-1 ACREAGE. 4.11 AC 479714: DB PG6 s oo'I _ 112. WIDTH l W ° 5 \ EXISTING 100' STREAM � I I/ I '—/ � v / 9r N6� 06 - I s )�SIDEWALK EASEMENT BUFFER(TYP.) io' PRIVATE � �0O DB 4848, PG 555 I I / � I/ / I 1 / � � I� 1 � SEWER EASEMENT � N65o 05� 33��W LOT 1 DB 447z, PG 122 59 5� --'r 8 \ — — — EXISTING 8" SANITARY SEWER /� / I � O �SEWER zo'SANITARY / / / zo' SANITARY j EASEMENT — — % / / I SEWER EASEMENT / DB 8 8 PG A� / / DB 2 PG 1zz $ ��� 4 4 555 / /� �/ �j / 447 68wz zo' SANITARY L0g32go, SEWER EASEMENT 114295S3.70 3DB 4626, PG 578 OPEN SPACE / \g / TMPo55Eo-o4-Co/ / ^� OPENSRACE D.B...432.3zg ryo / I PG - K VLOT55 V I _l/ �6m 1 � o 10'WIDTH o o SIDEWALK EASEMENT / OLD TRAIL - - 8" I I l 1o' WIDTH\ V / �_ / z PG 1zz� O h oT / �° / v �\ y<� vv v / I I� DB447,:,-- � � m CREEKSIDE � \ 54 SIDEWALK EASEMENT DB 626 PG 8 / C�� o°� / / �/� ! ` V — _ / ' I LOY I � � �� � � c� � a�/ PHASE IIIA � � N391z839.7z / — 4 57 ���� E 114zo456.33 / 20' SANITARY j \ / / Q VA V —I �/ // / I 4� V �� Q D.B. 2 PG. 122 F \ I I I I LOT 4E 447 EXISTING 8" SANITARY SEWER \ IS EASEMENT A> } / \. DB 626 PG 8 \ e� 12.5' WIDTH I I c �� I �� 4 57 0 I LOT48 LOT VAR. WIDTH SIDEWALK EASEMENT / I \ a ' I / DRAINAGE EASEMENT I �12.5' WIDTH 5 DB 4626, PG 578 D6447z,PG � SIDEWALK EASEMENT � I DB 4560, PG 231 _ //� , �� \ � EXISTING 8" DI WATERLINE _ VAR. WIDTH DRAINAGE EASEMENT \ — ` BIRCHWOOD HILL RlW OA 447z PG.izz — ��DB 4472, PG 122N 891276✓ LOT 51 / G/r114 94 4 M VAR. WIDTH PRIVATE C6N~Y) DRAINAGE EASEMENT W LOT 43 DB 4626, PG 578 i o' WIDTH 1o' PRIVATEI / SIDEWALK EASEMENT �'� / / / / / I (y) i SANITARY I :{t /LOT 1 I DRAINAGE EASEMENT) / C DB 447z, PG 12z V / SEWER EASEMENT I A I 1 � �, `� / I I � I . / / ! I DB 4472, PG 122 DB 4626, PG 578 / OLD TRAIL CREEKSIDE III PHASE II DB 8z, PG oz I LOT 39 I \ / / / / / / O / / / / I � 1 � \ \ \ \ \\' / / I 43 3 i LOT' I LOT 1 / I / / % o,\ % i i / / I I \ \ \ \ / I LOT I IIOT 38 \ I I \ I I 4 1 \ /I OT53 zo SANITARY I 1 O /- 37 i I I i _ OLD TRAIL SEWER EASEMENT I LOTS '/ m I 20' SANITARY CREEKSIDE III PHASE IIIA / LOT4z / (�� — / / / / / / / l /l / /� I N \ \ 1 5 \ I I SEWER EASEMENT �70 / / — / / / I N DB 4382, PG 302 / `' DB 2 P 130 // e \ I\ DB 4382, PG 302 447 G A�, J I I I EXISTING OPEN SPACE d l� / �I DB 4626, PG 578 ���A VAR. WIDTH L 1 m / y DRAINAGE EASEMENT EXIST NG TRAIL & N�"' ' 4 o DB 4382, PG 302 o ACCDB 4382, PG 302� / / I / \�/ 3 �/ EXISTING STREAM / 10' WIDTH \ SIDEWALK EASEMENT OLD TRAIL — — — — — — —U) I W BUFFER (TYP.) DB 4382, PG 302 (CREEKSIDE PHASE II / / LOT 36 /` I — — DB 3587, PG 482 / LOB / I �oT LOT z1 32 _ � / / / � - , ) 0 w — / I I 1 / l r / I l l LOT / / OT1 VA ' \I � / �/ R. WIDTH � �� / /L9 J _TMP: \ 05500-00-00-07gAo \ \\ \ \\\\\\ f 7 EXISTING STORMWATER y / % / /) DRAINAGE EASEMENT \ LOT34 / / MANAGEMENT FACILITY / / \ / DB 82 PG o2 35 / (PORTION OF) \ \ \� / / \ 43 3 L T , OWNER: MILLER, ROBERT PAUL OR \ — ' / /� \ \ \ _ _ — — — —I— — _ — — LOT19 ' Q KAREN MARIE— ,� ZONING: R-1 \ — — � / // L (� � I �BEI�CHMAR=755.46' I / / — — — \ ,�� U — ACREAGE: 8.02 AC / // / / \' �I / — r= (TOP OF MAWOLEJ — — — _ �— — +oo DB PG: 1 0 62 \ / / / 1 / \ — — / �,XISTING 40PUBLIC / \\ ���%h ( WINDMERE LANE �€ ps.a \ / / /}� \\ / •� / \ - / I I I I 1 LIT12 \ II III /. I_. z6PG. -- — — / / / I� — — —I �W 100 — — — — — — — —� \ \ V Av // / / �� \1 \ V A IIII� / � gv��2� -- -- �— --1— LOT30 10/ice � _� — A �A / �i / / \_ 1 V (III LOT I_--_— 7�/ i/ / // ��' LOT— `v LOT15 CO \ \ \ \ I�1 LOTi627 ul LOT 28 — — _ LOT 16 LO EXISTING too' STREAM I\ 1 LbT11 I _ — — — / / / / i _ — — — LOT17 �\ w / / vf/ \ \ BUFFER (TYP.)0000 / / / LOT18 LOT z ter- { / 4 - q / TAX MAP PARCEL OWNER ZONING ACREAGE DB/PG A 05500-00-00-079C WOOD, MONTY W & DOROTHY M R-1 5.57 AC 444/094 � II ( III ( I /=\ ` I � -00-00-064Z1 JARMANS GAP ESTATES HOMEOWNERS ASSOCIATIONPRD Q ' -- — — -- B 05500 C 055D0-01-00-0GRAYROCK LLC R-4 1.79AC/i----- — O D 055DO-01-00-03800 HUNT MCCASKEY GURKIN OR JAIME COWAN R-4 0.32 AC 4130 034 / — — — — � \ V A � '� \ V A � V A � — � / � I II\ � �\ � \ V A 1 I V LOT z3 / , � V �. \ � \ � / / — — \ \ \ I I Q \ \ LOTir E 055DO-01-00-03300 PEDONE JASON V OR KELLY D R-4 0.43AC 4185/254 N I II V \ V v �or 9 U LOT icy F 055DO-01-00-03100 WEISSER, DEBORAH R-4 0.38 AC 3447/631 V A / — L % 11 \ \ I I I \ / \ \ \ G 055DO-01-00-00100 THE MARY MARGARET HOLLAR REVOCABLE TRUST R-4 0.33 AC 4424/532 LOT zo H 055DO-01-00-00400 WHEELER, KRISTIN A & CHRISTINA S R-4 0.25 AC 4776/585 LOT21 BEND MARK I 055DO-01-00-000BO GRAYROCK, LLC R-4 0.07AC LOT 22 TOP 0 BOX=73u; J 05500-00-00-07700 WU, YIMIN OR HONG ZHU R-1 1.00AC 3982/743 K 055EO-04-00-000EO COUNTY OF ALBEMARLE R-1 1.24 AC 4560/231 \Lorav \ \ \ ��� �� L 05500-00-00-078BO ANDREWS, WILLIAM M R-1 2.00AC 1949/283 �. \ \ M 055EO-04-00-000GO SHIFFLETT JACKIE B R-1 0.07AC GRAPHIC SCALE \\\R � -04-00-000FO SHIFFLETT, JACKIE B -1� N 055E01.29AC �► AA AAA \A — _ / _ V A\ 80 o 40 80 160 / \ \ \ 3�a0 \ \ \ \\ \ �' ` \ — — _ — — O 055EO-04-00-00000 COUNTY OF ALBEMARLE R-1 1.94 AC 4382 329 P 055E0-04-00-000C1 OLD TRAIL COMMUNITY ASSOCIATION R-1 0.61 AC 4626/569 V A \\ \ \A\V A \ I c V A L\O�z \ \ bT \ \ \ — — \ \ \\�\ \ \ \ \ \ \ 7\ — / — \ I Q 05500-00-00-079D3 HATCH, LUCILE B OR PETER RURAL 2.84AC 2643/352 A V ( IN F�ET) A \ \ V A \ \ \ \ \ V A A. A \ \ \ V � � i \ ) I \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ �\ _ — � �— \ — I I ,I R 05500-00-00-079A3 HEPPNER, DONALD GRAY JR & MARY LEACH RURAL 4.83 AC 4719/646 \ \ \ 1 inch = 180 ft. \ \ \ \ \ _ \ \�\ \ \ \ �\ \ \ \ — i —/ 5 05500-00-00-079A2 LEONARD, LEE J OR CATHERINE E R-1 3.63 AC 1805/394 Vl W W V z w W ^J V 1 Q z p LL Q z z o C U Lu V / x 1 w W 0 1'—^1 V 1 W Lu LL U L.L Q w J f— J ~ H �p W w a � JOB NO. 172134 SCALE 1"=80' SHEET NO. 2 �ll a 0 ° U a� M owA11 \ _ ^ \ PLANT SCHEDULE C(ULic.No. EXISTING 15'PRESCRIPTIVE RIGHT-OF-WAY EASEMENT - - 3 P�BrICq-NsG \ \f / - � \A\0 �� RD R� BIRMINGHAM COURT OHiPROPOSED 2o'LANDSCAPE - A AR wI STREET TREES D Tangent Data LINSBUFFER EASEMENT - _ - /h' / TH R\ \ Descri tion PT Station Northin Eastin 1/�Start: p 10+00.000 1 212. 1 11 1 g 2. 2 15� QP QUERCUS PHELLOS WILLOW OAK 2 1/2 cal 419 29 12,7 1,� - End: 10+49.028 3913194.024 11419277•634 BIRMINGHAM COURT: WP zLOT2 EXISTING SIGHT DISTANCE EASEMENT ��Length: 49.028 Course: S 67° 14'29 7954" E339 LF OF STREET FRONTAGE PROPOSED 294 SF /4 g STREET TREES REQUIRED, 9 STREET TREES PROVIDED M LOT 1 i �� Curve Data BA: 12 802 SF /s do / Description Station Northing Easting ' PROPOSED 10' PR� LA: 20 266 SF \\ JACKSON LANE: ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING / .q�, 1VATE / / PC: 10+49.028 3913194.024 1141g277.634 LF OF STREET FRONTAGE PROPOSED ��° / BA: 14 364 SF �' EXISTING PROPERTY LINE RP: 3913378.453 1-1419355.004 795 EDGE OF EXISING PAVEMENT 1*3 PROPOSED SWM FOREST AND / �a , SIDEWALK EASEMENT / a % / / 20 STREET TREES REQUIRED 20 STREET TREES PROVIDED (AS DETERMINED IN FIELD) �' �\ PT: 11+27.149 393-33-78.457 11419353.683 , OPEN SPACE EASEMENT // J / // / % Delta: 220 22' 47.7559" Type: LEFT / / TACK COAT THE PROPOSED CREEKSIDE V Radius: 200.000 DOC: 28° 38' 52.4040" CONSTRUCTION JOINT EXISTINGASPHALTLAYERS PROPOSED ASPHALT LAYERS o EXISTING R/W O%6 � Length: 78.121 Tangent; 39.565 Mid 3.802 External: 3.8]6 / EXISTING SUBBASE PROPOSED SUBBASE I PHASE I PROPOSED R/W � k v I ` Chord: 77.625 Course: S 780 25' 53.6733° E --------------------------- ! / o / / NO PARKING SIGNS SHALL BE / / / LOT 3 00 �� ! / PLACED ON THIS SIDE OF THE I / COMPACTED SUBGRADE OPEN SPACE Z Tangent Data CONSTRUCTION JOINT DETAIL / / \ / STREET WITH 15o MAX. SPACING ,K, // � LA: 21,110 SF w 35R ,.� � � � % / Description PT Station Northing Easting N I Start: 11+2 1 1 1 8. 11 1 68 / ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS % ° BA: 10 28 SF I / 7. 49 39 3 7 457 4 9353• 3 _ \ _ 0,9/t1 ACRES I ;U /7 _ _ . I _ � � / / / End: 11+66.976 3g13178.194 ° 11419393.509 / ® PROPOSED MINIMUM 1/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) / I ml --- __ --- -- -- - - how �\ / / / Length: 39 7 Course. S 9 37 7 55 3 E AS MINIDETIERMINED12 H BY OCO ESE (SEE OTEATER AS E3, NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS -- - -- - o �A / PROPOSED SPEED LIMIT SIGN /��� vv �/ O Q 2 '1. 1" �I- - - A Q� y PROPOSED STREET SIGN �, / JACKSON LANE / m NOTES .- \; / Curve Data V1 LOTPROPOSED 6' PLANTING STRIP \ \ r % �` / \ 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. U / / D 4 \ 2 i Description Station Northing Easting / cn m ` J PC: 10+00.0003912715.o6411420075.859\,' / ,' 2 THE SUBSURFACE DRIGN AINAGE OFTHEASPHALT EX STING ANDNT PROPIDENING SHALL OSED PAVEMENTET SHALLBE ADDRESSED IN EXCEED THE DEPTHS THE AND TYPES OF PAVEMENT DESIGN. LAYERS OF EXISTING PAVEMENT. Z W LA: 20 168 SF \ /' ✓ / 0 � / 18 GARAGE SETBACK (TYP.)�" Q �/ \ / / 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING z J B RP: 1268 608 11 20 1 \ �/ BA. 1 28 S F 9 QP IR / O % 39 4 4 574.93 \.�\ / PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. O O Q 4, 3 "NO PARKING" SIGNS SHALL BE - - -\ \• U8 MI/�G`, 6Q l / PT: 11+17.905 3912830.820 11!}200g6.]8] 4 THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 /Z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PLACED ALONG THE CUL-DE-SAC -� t j Hq Delta: 13° 30' 39.2180" Type: RIGHT \ PROPOSED PAVEMENT WIDENING SURFACE COURSE. UNLESS WAVED BY THE ENGINEER.> z / WITH 1 O' MAX• SPACING -- - --- - 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE -' / 5 - - C/Raq co • M 0 v / W Radius: 00.000 DQC: 11 2 ' 2. 616" AND EFFECTIVE SURFACE DRNNAGE. _ 5 73 9 V1 / - ---:-_ ' � � 5 � � \ 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. i l 4p, T l Length: 11 . o Tangent: .22 � - - --- g 79 9 59 7 v > - _ ----- _PARKING ALLOWED ON THE E- ij /i _ j 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS --- �V - - / � Mid -Ord: 3./{ 1 External: .496 �-V AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE - Chord: 1 Course. 10 5 g 5 E SPECIFICATIONS. � R/w � 3 \ rd • I' v '- - - - - --- / �, d 1 .632 N ° 14' 1 6 0 �i. PROPOSED STOP SIGN � i � -� , \ � \ �4/ v W ---- -- - - 4 � MILL &OVERLAY EXISTING PAVEMENT. - PROPOSED VDOT STD. CG-12 (TYP.) / / SEE DETAIL ON THIS SHEET. / - EXISTING Tangent Data CREEKSIDE Description PT Station Northing Easting - - O � O Z i EXISTING 5 PRIVATE / ; (� b� / / � OPEN SPACE Start: 11+17.905 3912830.820 1142oog6.787 F \ PROPOSED CLASS A TYPE 1 EXISTING CREEKSIDE SIDEWALK EASEMENT / _ i End: 13+55.787 3913058.303 1142o166.349 r SPECIFICATION II I OPEN SPACE / 4 / Length: 2 882 Course: N 1 ° 00' 11.2 E �\ ASPHALT PAVEMENT WIDENING REFERENCE PEDESTRIAN TRAIL EXISTING R/W Q' / 9 37 7 995' I I ` / / REV 11JO7 FOR WIDENING SUBJECT TO TRAFFIC 305 NOTE: ALL OPEN SPACE TO BE O%S 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION DEDICATED TO ALBEMARLE COUNTY PROPOSED SIGHT DISTANCE EASEMENT / /� REQUIRED FOR AREA OF SIGHT DISTANCE LINE-----__�OPEN SPACE O� v 2 , V I I 1/O lV� �S9 TMP 055EO-o4-oo-000Eo �� i l�� Q I I 1 OUTSIDE OF THE ROAD RIGHT-OF-WAY /� / o.85 ACRES /��� vCD i 0�56 /�/ D.B. 456o PG. 213 �C,,��` / / IW- co EXISTING PEDESTRIAN TRAIL CREEKSIDE PHASE III 1 / ✓ / \ C/ \ / / I I i Q'c�" yQ 0 �� ' lr A 1 i o MATCHLIN SEE THIS SHEET- i q I I / • I I� I I I I� I I� I I / EXISTING PROPERTY LINE l�, I �j � \ � I O EXISTING too -YEAR STREAM BUFFER EXISTING I �,' WILLIAM M ANDREWS CREEKSIDE D.B.PG.28 v / I � 949 3 -� C� i I I - , � I GPIN. o oo-oo-oo- 8Bo PEN SPACE O S C V � I � � � •O 2 I � I 55 7 LOT 2 CREEKSIDE V LA: 26,149 SF �, PHASE II I� TS BA: 3.8, 537 S F c� �o 3 / �� LOT 3 d' ti �I o / �� LA: 23,627 SF -. v I BA:16,62o SF CV v G t O \ � PROPOSED CLASS A TYPE 1 II L TSO / / I �� V 118 GARAGE SETBACK (TYP.) PROPOSED CLASS A TYPE 1 ly �J / PEDESTRIAN TRAIL \ I I �, PEDESTRIAN TRAIL 0) \ O I I \ v 0 PROPOSED 5' CONCRETE SIDEWALK N I� a / LOT 1 I= W N \ \ � - PROPOSED 6' PLANTING STRIP � '� � � �, / I v LA: 22, 06 SF \ 4 20 QP _ "NO PARKING" SIGNS SHALL BE ' PROPOSED CLASS A TYPE 1 V ' , Q / �. �o BA: 1 F� PEDESTRIAN TRAIL 6,435 S PLACED ALONG THE CUL DE SAC ��, w i WITH 15o MAX. SPACING �SZ ✓ r' ��// l ' - -- --- -8i, -- -- VDOT STD. CG-6 (TYP .)�°> 113 ; \ ��� W MATCHLINE SEE THIS SHEET �► / T LOT OT STD CG (Y \ O \ \ I I I I TLr;lr \4 vD 6 (TYP.) 9� �./� _ LA. 25 348 SF (n � � j k I Co / W ,I BA=16 2 SF , 5 5 i I I ' ' - ! / ' , \ ` - �� �Q S NOTE: ALL OPEN SPACE TO BE F % I \ / I t I DEDICATED TO ALBEMARLE COUNTY ' Q V /, X/- 17/407, L9 S� J O SIDE / S 7� w II/,ir' EXISTING SWM F z� CK - I _ �'� PARKING ALLOWED ON THIS SIDE i '� y�l 91.. 4' (TAP \ s i FACILITY - ) / Z PROPOSED io' PRIVATE SIDEWALK EASEMENT � / i III ' 1� VA �'i� � � � SOT CREEKSIDE PHASE II •'` v '��, � PROPOSED R/W �/ �. EXISTING R/W LOT 5 / / OPEN SPACE I PROPOSED CLASS ATYPE 1 ri ^r,1 �' / / _ / I ry 1i�i / / LOT LA: 21,540 SF ICU= _ - ,-illlrlr r�i� " 'Q PEDESTRIAN TRAIL _ u_ ,/"r �, ��v- (• v 1.1 ACRES = I I �/r /. /� �S BA:1 3- 6 SF 44 EXISTING 10' PRIVATE C' � �'� 4, 5 SIDEWALK EASEMENT-/ / \ I - - - - - / ✓q s / / EXISTING R/W ,1�' I I - i / PROPOSED STOP SIGN PROPOSED VDOT STD. CG-12 TYP. .. _ - O O rq�rii i rA,�lTi i� / %1 v / _ _ ;! EXISTING 12.5' PRIVATE �y�lT l SIDEWALK EASEMENT \ SID NT 0 \ W 1 si( HH - - / / W ( EXISTING too -YEAR STREAM BUFFER ¢ I / (PV__ _ NO PARKING SIGNS SHALL BE � iu ` 8k1 HwO PLACED N THIS SIDE OF THE PROPOSED CLASS A TYPE 1 �. U) ri \ / / _ C OD / O '00 j x i i ( / \ RO-� / PEDESTRIAN TRAIL Q i qD , ' I STREET WITH 1 o MAX. SPACING ; -- -- V � / 5 � � YIMIN OR HONG ZHU WU R/ ' 'D D.B. 2 PG. J i o v / .w � 398 743 ,i EXISTING SWM ,,,/// \i w W o I I ® �. ` GPI o 00-00-00-0 00 PROPOSED SPEED LIMIT SIGN 55 77 FACILITY j CREEKSIDE �v ��\\, j ..1 OPEN SPACE S'i -RA�( PROPOSED STREET SIGNS- ^� / I = a \ / Il�r" / �� �O% / PROPOSED INGRESS/EGRESSTO SITE O �� v �I �' _' 38 v �O � O i % I MILL & OVERLAY EXISTING PAVEMENT. , / � r I / _ % l /� OT �� p/� �_ v -- - 9SEE DETAIL ON THIS SHEET. - JAM • _ - -yN v / ES R. JACKSON, JR. - D.B. 3879 PG. 4 �FO�\ I �- 08 / I o - EXISTING PEDESTRIAN TRAIL 4 COMPACTED AGGREGATE • � \ �- GPIN. 05500 00 - . / / S 00 2 SM-9.5A � 077A10 � I / BASE COURSE, VDOT #21A OT 1 \ / \ - SURFACE COURSE \ \ / y / �I EXISTING ioo-YEAR STREAM BUFFER �� �� GRAPHIC SCALE COMPACTED 5 �Z 50 0 25 50 / 100 / zoo SUBGRADE CREEKSIDE CLASS A - TYPE 1 LOW -MAINTENANCE OPEN SPACE / / / j / �C,� / \' PROPOSED PEDESTRIAN NOTE. THERE ARE NO PRESERVED JE T MANAGED ( IN FEET <-� BRIDGE CROSSING PEDESTR/AN PA THWA Y DETAIL STEEP SLOPES WITHIN THE PROJECT LIMITS. _ _ - - = I % NO SCALE -I inch = 50 fit. / SYM co BOTANICAL COMMON NAME SIZE CANOPY (st7 TOTAL SITE QUANTITY COVERAGE (s17 V 1 �..0 �..0 Z J z CW G W J r� V J Q _J `) QQQz LL � Q z � O 1-1 �..0 01L t1 \1 W 0 1r-^1 V 1 W �..0 LL U 1-1 Q W J LU O w W d Ln JOB NO. 172134 SCALE 1 "= 50' SHEET NO. 3 z � W� W Cn z / �PVI STA: 11+48.98 PROPOSED SWM FOREST AND - / -/ _ / / / _ _ - _ - - - - - - - / - �� EXISTING 12" DI WATERLINE PVI ELEV: 766.74 OPEN SPACE EASEMENT _ - - _ - - - - _ _ - - M - 5 : 2. _ Ko _ - - M / / _ EXISTING FIRE HYDRANT LVC:1o.00 -- -- h-� / - M - __ LOW PT STA: 11+48.98 - JARMANS GAP � - 78o LOW PT ELEV: 766.79 7g0 ROAD - M PUBLIC ROgp _ V - \ 0�, AR W 1 GPROPOSED 1o'PRIVATE ---- ---- TH RAW M ace SANITARY SEWER EASEMENT - MH-52 � - - - M LU io Q LOT �, �• PROPOSED 8 SDR-26 PVC / / PROPOSED SANITARY SEWER LOT 1 m �\ I SANITARY SEWER (TYP.)�� �. , , , / �/ SERVICE LATERAL (TYP.) _ I �� `� EXISTING C T \ PROPOSE EX-STR-116 20' WATERLINE EASEMENT / D DRAINAGE AREA (TYP.) EX-STA ,PROPOSED CLASS A TYPE 1 PEDESTRIAN TRAIL LOT 3 i _ � Q' EX-STR 114' I OEwsegc% '�REEKSIDE 769.7zEP , �- � / .�770.05 TC .� OX � ,� r �� Q4 \ PHAS E I o�o ,� / �/' 767s7rP� ✓/�ti�w� SEWER SYSTEM EXISTING STORM h PROPOSED TYPE A 1 1 � -�\ BLOW OFFASSEMBLY r Sa A x G 3J LOT 4 1x Q 66.17 EP PROPOSED 4" CL 53 DI WATERLINE �� °o �66.so rc PROPOSED 20' SANITARY PROPOSED WATER \=A ZZX I SEWER EASEMENT SERVICE (TYP) --- \ \\ Sow 766.71EP EXISTING 8 DI WATERLINE 767.04 TC 66.98 785 PVI STA: io+3.8.00 PVI ELEV: 767.98 K: 2.50 78o LVC:1o.00 LOW PT. STA:1o+18.00 LOW PT ELEV: 768.03 °0 0 o 0 H N 10f1 00+ + 0 I� n N 00 775 ri o w w V U O Lj INTER ECTION WITH U U m w 0irl > BIRCHWOOD HILL ROAD m LU� m =10+00.00 0° ELEV = 768.34 49.5' LANDING MAX. SLOPE=2% 770 -2.00% 765 _ CONNECT TO EXISTING 8" DI WATERLINE WITH 8"x6" T.S.&V. (STA. 9+gs) 76o U-) It O M 00 c0 1,D � � r� 1.3' EXISTING GRADE PROPOSED GRADE PVI STA:11+oo.00 PVI ELEV: 769.62 K: 28.42 LVC: 75.00 O l0 111 M M n + �w U w � w % I 3�5' L O O 00 M PROPOSED CUL-DE-SAC + PVI STA: 12+40.00 PVI ELEV: 776.11 K: 22.74 Y 00 LVC:6o.00 w o 00 O o N O O ci19mi o' m o ^ + Q ° w H U ''' U w > m > w m w / PROPOSED FIRE HYDRANT-] ASSEMBLY (STA.12+33) PROPOSED FIRE HYDRANT ASSEMBLY (STA.12+36) ROPOSED 6 CL. 52 DI WATERLINE Ql lCl L' ) QD r*�_ 0l � lrD l' 1 N m 00 11 m NH It U l ko � kD r� r� 7$ 5 O SCOTT R. LLINS Z U Lic. No. 035791 �h, 780 °��� 06/08/20 �'�" IONAL E�C� BEGIN CUL-DE-SAC 775 STA. 12+71 PROPOSED BLOW-OFFJ 770 ASSEMBLY (STA. 12+50) -PROPOSED 4" CL. 52 DI WATERLINE z 765 a r__ Z U Lr) w 2: co p o Z O � Q 76o cii Ln w ' z N N cI M ao > nLU 10+00 PROPOSED JACKSON HILL LANE 12+00 SPROFILE 13+so VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 NOTES: \ I SEWER EASEMENT I I / \ / / / \ / 1. ALL FILL TO BE PLACED AT 959/6 COMPACTION. 2, MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. I \ TIE-IN TO EXISTING SANITARY I �Q4SEWER MANHOLE 4 I o- - // ' , / EX STR-1z3/ ss SEX-STR-111 DRAINAGE AREA (TYP.) � / / I I �EXISTING STORM SEWER SYSTEM .2 TING VITH 11+77) OPEX I SII NG---10+00 10 +50 11 +00 11+50 PROFILE 12+00 EN SPAC766ICNq 2 PROPOSED BIRMINGHAM COURT PRO F I L E / �� 7T I H-45 �� - \- - _- s �770 .25C / 4 ��U TIE-IN TO EXISTING 8" DI EX-M7676.z5 / - � 7.16 6 TC � ,`� , R%' WATERLINE w/ 8"x4" T.S.&V. 7 \ PROPOSED CLASS A TYPE 1 • ' ; � I \ - \ PEDESTRIAN TRAIL �6 766.74E R �%/� >66 \� I EXISTING FIRE HYDRANT 767.07Tc \ I EXISTING 8" SANITARY SEWER i r I I CO / /// S I I I EXISTING 20' SANITARY % � - - � R-ii , 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. ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 20 200 -s2f \ DRAINAGE DESCRIPTIONS A T I I X-ST,R-1 0 A� i I �� y / ;STR-1o9 iA� , XIS�ING / STR. / PIPE INFORMATION INLET INFORMATION �� / ( PE SPACE / DIA. LENGTH SLOPE INVERT INVERT INLET Curb SLOT RIM COMMENTS � j / / / S NO. ° MATERIAL / (in.) (ft.) (/o) IN OUT TYPE Type LENGTH ELEVATION 4� WILLIAM M ANDREWS 130 DI-3B CG-6 20 770.33 VDOT STD. IS-1 REQ'D 129 15 60.72 3.41 % 764.00 761.93 RCP D.B. 1949 PG. 283 / •. A I / �� - \ EX-STR 30" 1�i , / \ A - GPM W 7 / / GPIN: 05500-00-00-78Bo 128 DI-3C CG-6 6 768.50 VDOT STD. IS-1 REQ'D �M1N , W� �I / 127 15 33.44 0.69% 761.83 761.60 RCP EX-STR-sib G QjZ 40� I I . V P� / \ / Ate\ �' �j � / 126 DI-36 CG-6 12 768.50 VDOT STD. IS-1 REQ'D II _ EX-STR-117 I EX-ST -1.20 - _ \\° �.\ I / GRAPHIC SCALE F y i EX STR 106 � \ � f \ \ \ � � / / / � � , j 125 15 38.47 1.95% 761.50 760.75 RCP EX-STR-104 �i �\ �� \ , / V \ / \ \ so 0 25 so 100 200 1I �A \ Structure Area Cw t1: \ G� \ / / / J 4 /� \ � C -�I \ / / / / / / � ! I i � `J�' q� \ (Acres) (Min.) T / \ \� <f �r \ \ \ \ \I \ _ \ / l , j (IN FEET) C R E E K S I D E V 126 0.42 0.67 8.5 o X- TR-11g \I \!�/�$` 1 inch = 50 ft. 128 0.21 0.64 6.0 s 1° PHASE II ��q� \ o 130 1.23 0.57 9.5 - 1 \ \ O O \ / \ / / / \, / / 2� PROPOSED CLASS A TYPE 1 ` O I MATCHLINE SEE THIS SHEET 3 �5 \ ��.� - / / / L T z q EX-116 0.36 a71 8.s I stirI �, �� \ �� - \ / �/ ,> . /i / �o c PEDESTRIAN TRAIL O I �5 j� O OT -�`� - ti \\ \ / / \ / / / / ,� �' EX-120 0.57 0.54 8.0 I DRAINAGE AREA (TYP.)' EX-122 0.35 0.59 6.5 � r - EXISTING too' STREAM BUFFER / \ P \ / / \ � � V � o V EXISTING CULVERTS // � / V / LOT 1 EX-124 0.44 0.57 9.0 PROPOSED CLASS A TYPE I Ir> �' OT v %-� - \\ A V Q ��\/ / I PEDESTRIAN TRAIL 1A I � S // i / TIE-IN TO EXISTING SANITARY ' \ i I> -EX-STR-78 \ \ \ / / // . /' \ \ / \- - SEWER MANHOLE LOT 3 i SOT I , \ - / / I \ / ,� PROPOSED TYPE A \ EX-STR / \ I i �� 79 \ O BLOW OFF ASSEMBLY y�\� / / - / / / / PROPOSED 4" CL 53 DI WATERLINE EXSTR-8o \ +� _-� / / A � \ � �- -- --- - 13 5 \ �ROPOSED 20' WATERLINE EASEMENTSTR-83 / V A -- ---P EXISTING 20 SANITARY S�'--- EXISTING EASEMENT _ !/ \I �8.17EP -STR-84 OPEN SPACE 77 rsEX-STR-81 EX �\\\ - m A �/ // w � V ,� i oo >� - / I . �%� � a ,�� ` PROPOSED WATER EX STR 8 OT PROPOSED �- I I \ / Q / SED 1o' PRIVATE ; I ":i' G E (TYP.) PROPOSED CLASS A TYPE 1 x � / / : � - � SERVIC I I EX STR 1oz / / . PEDESTRIAN TRAIL Y',' / / \ / v � I �� � - SANITARY SEWER EASEMENT ,- _ � �� � I MH- o / � -- / /\ OT 5 � PROPOSED 6"x4" REDUCER ti0 L 4 \ EXISTING A / A \ ad, PROPOSED SANITARY SEWER PEN SPACE iirT SERVICE LATERAL (TYP.) (� /i'! r ri EX-STR-1o1 r Ligg��rTLri ;�r���,�� rT� "�`-�`- \ - - , , �) / - / �. / '..; - \ /� / � / \ \,\ / ' -. \� � �, •/ xo / / `"�;, � . , : %'y' / � \ � \ \ 1. , - j % / _ - - / / i // vs \ EXISTING 8 SANITARY SEWER I - �// ,/ / / / / O 1 I , . ��, -� /� I - / II A, PROPOSED FIRE / YD 1x } \1 x , RANT ASSEMBLY / ` PROPOSED 8" SDR-26 PVC � / > ti I / / - / / / ll /� / � �I , %\ EXISTING !i/ / / / /% \I ;/ / / / �� \ \°'/ /.: \ SANITARY SEWER (TYP.) SWM 'i/ //: / / / / ! / \ l / /� a . A A<; / / �� XjSTj v_.. PROPOSED STORM SEWER SYSTEM FACILITY \ / / \ // / l� l ( / / \ P NG BjR \ \ EX-ST8g STR-1z7 / ^^ // �% / / / / � / / / � \ J, / l // / � / / \; ; (UB� j CywQ � j .., o LOT 5 +/ l / I I / C R QQ-- ? // // - 4 O EX STR 86B s „',� 0q H \� ' l r / \ o_ r� 68.1 EP o PROPOSED 20 SANITARY EP 7 8.S oTC j x0 _ ;`/ / / /�- 766 go SEWER EASEMENT 767.23 TC / �� / IN, I / / \ _ ),.�\ 767s4EP / '�1 EXISTING 8 SANITARY SEWER i /\ 6 8 TC / I 9 � 9 x \ / p / / / \ / 68.5o Tc �� \ a \ / / T�� / / / I EXISTING STORM SEWER SYSTEM s.69 EP TR 1z8 y \ EXISTING 20' SANITARY / S < / \ / / / / / / STR-1z5 r, 76g.ozTc / SEWER EASEMENT / �1'� 6 .zoEp TIE -INTO EXISTING SANITARY / / / / / / / / / �� / �, I / / x \ 76�. TC V ' / / / �j \, /� \ r\ I % / TIE -INTO EXISTING STORM o 7 9 s3 SEWER MANHOLE �1 / / ✓ SEWER DI STRUCTURE / � I 0Z EX-STR 2 \ ,r YIMIN OR HONG ZHU WU / EXISTING 8" DI WATERLINE �� v� �v �� v D.B. 3982 PG .743 EX-STR GPIN: 0 00 00-00-0 00 �/ �� / i/ / A �� ;�� // I / l l �� \ EX STR 91 93 55 77 i / \\ OT / �� �, ��� / / / TIE -INTO EXISTING 8 DI \ \ I 1 / v -\, �I 9 1 \ \ ! / /� / / WATERLINE w/ 8"x6" T.S.&V. EXISTING FIRE HYDRANT- i O w N o 0 WN N W V1 LU w Z z LU Uj J z a- a Q J 66 LL (D Q z o G i--i () LU LU/-�/-� J LZ HI ' O LU Q 0 Q O i W W LL U Q Q LU J f- J ~ i~ LUp W w a U) JOB NO. 172134 SCALE 1"=50' SHEET NO. 4 ° z cr)w z -c0 I w �Ln O z QJ 0 �° L cn cn s, U o Q -0 x o c E� 0 0 3 U 0 0 6WIV RAL C0IVASTRUCTIOW .1VOTE7S FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 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 THE TEST RESULTS FOR APPROVAL. 3. 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 NA TERAL WA TERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED A T THE TIME OF CONSTRUCTION. ADDI TIONAL GUARDRAIL MA Y BE REQUIRED A T LOCA TIONS 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 ROAD WAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y 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 PLA T VALIDATION. SHOULD THE FINAL PLAT FOR THIS 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 THE 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 VIDEO 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 DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE FERMI T 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. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y 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 EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). cc-s CONCRETE S I W SIDEWALK EX I /W CURB & GUTTER C/L 10' (5' MIN.) PLAN77NG STRIP 6'- ROAD 1VOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROAD WA Y, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. 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 CUL VER TS, EXCEPT PRI VA TE ENTRANCES, SH 0 WN HEREON ARE TO BE RCP W1 TH A MINIMUM COVER OF ONE (7) 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 INDICA TE TRIP G ERA - --- - - NS_GAAAP PUBLIC � 11 __ 1 fj-0, -- - _ 1 �J �J \ - -- �L - I - I I I \ \_01 I60 , 3. 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 f ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS / - _ _ _ _ - _ _ BIRMINGH OTHERWISE NOTED ON PLANS. UBLIC ROAA I 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 38 ADT+`, I I ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. \013 �0T 59 �1 PA VEMEN T I_ 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT � -~ ", � � � 'I '•,. I _ -�� � 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 �oz 4 - - - ` ` - - , METHOD OF CORRECTION. _ I� 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND �oz s1 COMPACTION BEFORE BASE IS PLACED. v I 0T 5a \ I J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, //, OR 111 PRIOR TO PLACING AGGREGATE BASE. I � OS 7+9 I I 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT v ', ' � � I I ` �014a I I THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE L0� 56 AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60DAYS, 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 TREA TMEN T IS APPLIED. \ , L01 55 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT ti=`' P / '015. 1 - - \ \ 14. I J (PRIME COAT RC-250 © 0.3 GAL./SQ. YD.). i - 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA \ \ \ �oj39 -' DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.- 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO�0z3a NOT ENHANCE A ROADWA YS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED \ / „ < 5' �0j16 WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY \ i / O �' I / ;' '0131 \ \ PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPOR TA TION MAY BE L OCA TED WITHINca /� ---- - THE STREETS RIGHT OF WA Y. v NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS TRIP GENERATION CALCULATIONS THAT ARE PROPOSED TO BE STATE MAINTAINED: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 9 SINGLE FAMILY ATTACHED UNITS (CODE 230) ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. ADT: 86 VPD (43 ENTER/ 43 EXIT) AM PEAK: 7 VPH (1 ENTER/ 6 EXIT) iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF PM PEAK: VPH 6 ENTER/ EXIT ROADBED BASE MATERIALS. 9 ( 3 ) iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Birmingham Court 38 5 88 5 5 5.97 SM-9.5A 1.5 2.25 BM-25 3 2.15 21 A 6 0.6 13.43 Jackson Hill Lane 48 5 98 5 5 6.34 SM-9.5A 1.5 2.25 BM-25 3 2.15 21 A 6 0.6 13.43 (Existing) Birchwood Hill Road 816 5 866 5 5 13.93 SM-9.5 1.5 2.25 BM-25 3 2.15 21 A 8 0.6 14.63 (Existing) Birmingham Drive 610 5 660 5 5 12.98 SM-9.5 1.5 2.25 BM-25 3 2.15 21 A 6 0.6 13.43 COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. DI-3A38.3C FOR DETAILS OF INLET E%PANWN JOINT 3'-%l" FRAME 4 COVER v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT BAIzs 2" SEE STANDARD IC-2, 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. BARS Cr v I AIRS I vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. VtLRkRLL1CGNTROL F BMAvii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF JOINT GUTTER FACE OF RUB THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 2'-0" 6' MN. PLAN viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF I'A L-VARIABLE - MAX.20' 2'-0" 6' 2'-6" THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE N f B MAINTENANCE. POINT OF FINISHED GRADE 1/4"• �, 73' CC-6 CURB & GUTTER I(TRAVEL LANE) I (TRAVFL LANE) 5-i 30' F/C-F/C 1--2 40' PUBLIC ROAD R/IN - TYPICAL STRMFTT SECTION - 40 ' PUBLIC ROA O (BIRMI,V0H_4 if COURT & JACA-SON LANE) 25 �1fPff DESIGN SPEED, PARfffNG ALLOXED ON OWE ZOE NOT TO SCALE 4 " CONC. JOOO psi MIN. �/>�/���%\% i 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TOP OF --4" CURB7 �• -7 -7 -' - b Z STANDARD CG-6 CURB & GU T TER NO SCALE VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. EX R/W CONCRETE E DEWALK PLAN77NG S7R/P sl w 1 "-2" SM-9.5A EASEMENT SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 6" COMPACTED AGGREGATE fib° 0o �o BASE COURSE, VDOT #21 AOR #2EPENDING ON ��00 UULTIMA1B DRA TRAFFIC LIMITS�� /\��\'/\ AND UNDERDRAINS D / COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE cc-12 cG-1z A PERMISSIBLE GENERAL NOTES CONSTRUCTION #5 DOWELS, 6" LONG JOINT a tr' C C 1. THE DETECTABLE WARMING SHALL BE PROVIDED BY TRUNCATED DOMES- 4' 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) '� & WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE &' si 10:1 MI : B B WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A rj `L 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TRUNCATED 4, F RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF DOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN PRECAST )RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A 4. .10 5, ARE TOALONG12�.� OF FLOOR. B'-0" 4' -0" BOTH TTHF FLOOR,MID-DEPTHEOFIRAMP MINIMUM CONCRETE COVER 1i/2" 12'1 MAxt 12-1 MAX, 484 MAX. BACK OF CURB B. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 20e 1 ARE INCLUDED N PAYMENT FOR CURB / CURB AD GUTTER. TYPE B ft 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER PARALLEL L� SECTION A -A AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACLITYWITHINCROSSES 1� TMIIN. A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTNG PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITPEDESTRIAN CRASSWALKS' RMISSIBLE b AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT CONSTRUCTION JOINT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE HYDRANTS, DROP NLETS,ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOTffNE�S HAT CN ANT A�PROACFfD ENTERED O?A FfCLI TSLIP CESSIBLEED AND USED BY PEDESTRIANS. 6¢ yp:t M SECTION B-B :� NI B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2 � AT , 2" HIGHER THAN EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 5 PERPENDICULAR TO THE CURB. AT.XX ,SINE AS TOP OF CURB NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. ALTERATIONS 9. YPI��L COyCRETE SID ALK IS 4" TIiCK. 1�I1EN. THE NTRANCE RADII TTAACCppO0�yOCRYEC THE TU REQUIREMEINyT�g OF ANTICIPATED HEAyyY TRUCK TYPE C 71iAFFIC, REFER TO ST CG-13, COMMERCIAL ENTRANCE OEAYY TRUCK TRAFFIC) FOR C TE DEPTH. 10, WHEN GAM RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH PARALLEL &PERPENDICULAR A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL y BE PROVIDED WITHIN THE MARKED y I =4 a 1.8" .. 2.4" TRUNCATED DOME =3 CROSSWALK AREA 0 C-C O O N y In j 0 C a o 0 0 0 0 0 0 o 0 0 0 0 0 o o 0 0 0 0 0 0 �U N U M 000000000000000, _ U) + K C V 0 0 0 0 0 0 00 0000000� N 000000000000000Z CROSSWALK U 02„ 5OX - 65X OF BASE DIAMETER �v o 0 0 0 0 o a o 0 o a o o a o s TYPICAL PLACEMENT OSSWAL� TYPICAL PLACEMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DIAGONAL VARIATION AT INTERSECTION AT INTERSECTION WITHIN CROSSWALK 09 14 VAIZfA�E 4' MINIMUM. WITHIN CROSSWALK (WITH BUFFER STRIP) PAY LILTS TRUNCATED DOME DETECTABLE WARNING THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING DETAIL TFTOP OFCURBRAMP MIN" CURB ((ro4a" WI1DucnaN� AT RAMP LENGTH B FEET FOR NEW DETAIL S. SHEET 1 OF 4 SHEET 2 OF 4 CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE REV.7/05 GENERAL NOTES TYPE A (PERPENDICULAR) APPLICATION oz oz NEW 7/05 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A EXPANSION KEYED JOINT BCONST. BARS G. BACK OF SIDEWALK JOINT .6.B.6. AR f-1-T-1 r-BARS B KEYED CONST. JOINT 6�EDED APPROACH � �gA GUTTER AI _ o z - Y ---- I , BANRS F S E 6y8 iv = 4k3" DIAMETER BARS E - - - i WEEP HOLE FRONT ELEVATION BMs F 5" " 1,-6'" 6BARS a (GUTTER REMOVED) 1i/,, 3'-0" 5)0/4" BENT PLATE SECTION B-B . . �: .. N /i' R ' TYPE A NOSE DETAI4�SHPLL BE USED WITH) CC-3 I, CG-7 STANDARDS. ��,�'� CAL TYPE B NOSE DETPPIlCCII SHALL BE USED WITH CG-2 STANDARDS. TYPE A • TYPE B %x' X 4" STUD DZSHEAR CONNECTOR WELDED GALVNAMD PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 58"30' TO ANGLE RON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH %y" % 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. R. PAVEMENT DI-3A L DI-38 L DI-3C L WARPED PAVEMENT --= J = FL -1 I -FLOW• 1 I 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF STANDARD CURB DROP INLET 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 Hl - VIRGINIA DEPARTMENT OF TRANSPORTATION 302 e5 DOWELS,&" LONG A ERMISSBLE AT 12" C-C `j TTRUCTION 5' MIN. 12.1 MAX I s ,TM 12:1 MAX B 2' B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS " MIN SHARE TO MATCH FACE OF ROADWAY CURD BACK OF CURB 4�1 20 :1 SECTION A -A CONSTRUCTION SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 1 6" CURB 0 4 6 1 5 7 2 5 B 3 6 9 4 8 >z 5 10 15 B 1 14 is NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE. y CC-12 TABLE OF QUANTITIES TYPE L AREA OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT Ft. S . Ft. Cu. Yde. No. Lin. Ft. No. Lin. Ft NO. Lin. Ft. P No. Lin. FtA No. Lin. Ft. No, Lin. Ft* No. Lin. FLW Lbs. D-3A 2'-8" 1.15 2.25 - - - - 1 5'-7° 3 3'-2" - - - - 5 '- 22 4' 1.53 2.59 5 P_8" 2 6'-7" to 5'-1011 3 5'-7" 3 3'-2" 4 1'-B" 3 e• 2.75 3.02 5 N-8" 5 '-7" " 3 5'-7" 3 3'-2" 4 3'-6" 3 1'-6" 4 a. 3.67 3.45 5 5'-B•' D '- " " 3 5'-7" 3 3'-2" 4 5'-6" 3 1'-6" 4 V-01. 158 DI-3B 10, 4.55 3.90 5 7'-B" 14 6'-7" to 5'-10'1 3 5'-7" 3 3'-2" 4 7'-6" 3 1'-B" 4 - 204 IT 5.50 4.34 5 9'-8" iB - - 3 5'-7" 3 3'-2" 4 9'_6" 3 1'-61. 4 - ' 5 11'-5" 22 &-7-- '- '-7" 3 3,_2" ,_ " 3 1'-6" 4 - 16' 7.33 5.22 5 13'-6" 26 '-7" to 6'- 3 V-7" 3 3'-2" 4 IN-5" 3 1'-6" 4 345 18. 8.25 5.66 5 15•-61• 30 - - 3 5'-7" 3 3-2- 4 15-8" 3 1'-6" 4 - 391 20' 6109 5 1T-6" 34 3 3'-2" 3 1'-6" 4 -in 6' 2.75 3.01 10 P_9" 4 V-7" to 6'-X)" 5 5'-7" 3 3'-2" a T-9" 6 1'•6" 2 8' 3.67 3.45 D 2'-9" 8 V-7' to V-10" 5 5'-7" 3 3'-2" 8 2'-9" 5 V-6" 2 R58 D' 4.58 3.89 10 3'-9" 12 V-7" to V-R" 5 5'-7" 3 3'-2" 8 3'-9" 8 V-6" 2 - 205 IT 4133 10 4'-9" 16 '-71' 3 3,_2" 5 T-6" 2 19 DI-3C 14' 6.42 4.77 10 5'-9" 20 V-7" to W-10" 5 5'-7" 3 3'-2" 8 5'-9" 6 1'-8" 2 - 298 16, 7.33 5.21 10 V-9•' 24 '- " '_ " 5 5'-7•' 3 3'-2" 8 6'_9" 6 1'-6" 2 - 345 , X) T-B" 28 to 6'-R" '-7" 3 3,_2" 71_ " B 1'-6" 2 - 20' B.TA BAB D 8•-9•' 32 8'-7" to B'-10•' S 5'-7" 3 3•_2" 8 B'-9" 6 1'-8" 2 430 NOTES 1, DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. *4 X B" SMOOTH DOWELS AT APPROXIMATELY 16. THIS AREA MAY BE EARTHEN, IN WHICH CASE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OUTFALL 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONSARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLD WITHH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH '/4" MES OBTAIN TRUE OUANTITIES- FOR INLETS OF DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03". NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED N ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE RON AS SHOWN ON SHEET 1 IS-1- THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MN. OF 2 IS TO BE L +16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2"- INCLUDED IN THE BD PRICE FOR THE STRUCTURE. 1B. * DENOTES LENGTH OF ONE (1) BAR. R_ ALL REIWORCNG STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19, ALL REINFORCING BARS TO BE*5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE 1L CAST- N PLACE BETE 5 TO BE CLASS A3 4). 20. WHEN IN IS USED IN 4'-0"MEDIAN BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT STARING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO 13E INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. F RUIN IS CONSTRUCTED CURB OR MIS b. STEPS ARE 70 BE PROVIDED WHEN H WITH INTEGRAL E TO G UTTER IS TO BE A ST OR GREATER. FOR DETAILS SEE STANDARD ST-1. ETAL). OMITTED (SEE DETAIL). 6. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. 9'EtiIL RM R3TIDIE 233 302 cG-12 STANDARD CURB DROP INLET 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' VIRGINIA DEPARTMENT OF TRANSPORTATION A I PERMISSIBLE CONST_ 5' MIN. JOW I 6Fri y= ; L � A EJ TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS = i TANGENT PLAN STO.CG-2 2'-0'° n n CROSSWALK BACK OF CUR F3 12 1 48: 20 4 TYPICAL PLACEMENT ., - y AT INTERSECTION ` WITHIN CROSSWALK SECTION A -A NOTE1 FOR GENERA. NOTES ON THE DETECTA13LE WARNING SURFACE. SEE SHEET 1OF 4. PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CUM 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 6 5 5 10 F====F 7 14 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. Sheet 2 of 2 a Y v) 4- U= H 11 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE ANAL THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTNG FIELD CONDRDNS AND ROADWAY GEOMETRICS PROVIDING THE DMIRSDNS AND SLOPES ARE AS NOTED. 2..1 1t�,MOM6- XX AT X .2" HIGHER THAN 4\ EDGE OF PAVEMENT AT )K W , SAME AS TOP OF CUB THIS COMBINED (PARALLEL i PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MN.DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO TIE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE 05 TYPE B (PARALLEL) APPLICATION REV.7/05 REv.7/OS TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 02 502 VIRGINIA DEPARTMENT OF TRANSPORTATION ins na 203.D7 VIRGINIA DEPARTMENT OF TRANSPORTATION ��� Of� SCOTT R. LLI1 Lie. No. 035'791 ,� z O ZDO LU o U, o z J o a LU z N W 0 LU (V oCD CD 06/"/20 w� ONAL 00 C`7 CY) N I N N w w U) Q z Cw G w J 0- V 1 ^J J w 0 w J w z 01 1..1� 1 w w Uj {i U I..f_ ® LU J F ~ H p ® LU W d to JOB NO. 172134 SCALE AS SHOWN SHEET NO. 5 00 � Z 0 W In U z O_ J O J O U 0 z O W � W � W O z O 0 Z O U (n � Z_ J C J O O O O c O N Ch o cL N > W Fn U O x � O U t E Q O L U 0 ul O 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 1 764.00 761.93 60.72 0.0341 15 1 11.9 8.7 7.0 128 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 1 760.65 752.66 213.02 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 1 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 1 759.61 759.35 1 33.12 0.0079 15 5.7 1 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-] 12 0.03 0.73 0.02 0.39 9.69 5.43 2.1 EX-]10 758.02 755.58 113.48 0.0215 15 9.5 6.2 18.3 EX-1 10 0.07 0.73 0.05 0.44 9.99 5.37 2.4 EX-108 1 755.48 752.27 1 80.95 0.0397 15 12.9 1 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 0.02 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 1 0.20 0.66 0.13 0.63 1 10.97 1 5.18 3.2 EX-102 I I I I i 740.17 737.49 1 187.30 1 0.0143 1 18 12.6 1 5.9 1 31.7 PIPE DESIGN n = 0.013 Pipe Hydrology Pipe � a) O � U at atM 5 N Z, at a) E i' N 0 s m Q 2 LU f0 0 ° a) 3 C rn m 0)E m o C ° b) CD a) 01 C p >= N a) .0 O (6 C N E CU 0 U Y w a) m S n ° a`> CD - E 0 LL j 3 E @ U) C W U Q U Q U Q U U H C3 C3 > > C J C U) 7 LL > 0 LL a) 0 Pipe run: 130 - EX-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 EX-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 :i L6 ° (n a) IZ 0) .6 C Q U)l6 U a) a) 0 O C _ a) m v a) t o w � T N � W a o at n `° m C a) v w En L o 0 3 O L 0 5 0 D a) U O O c L ° O 0 3 U a`) O m ate) L .9) N _0 (a E fa J f 2 .0 p 30 U O N N 7 X a) > i C O a � a) a) 7 E C O 0) 0) to O L n X a) 0 a > Q Q U U C� C7 5 C� x cn i 3 U) 3 U) � o Lu w a) Z left 1 0.08 10.64 10.051 1 0.20 1 0.00 0.20 0.0010 1 0.0200 1 2.0 1 0.0633 1 4.1650 1 5.67 1 0.86 right 1 0.13 10.64 10.0831 0.33 1 0.00 0.33 0.0010 0.0200 2.0 1 0.0§33 1 4.1650 1 6.80 1 0.75 128 3C 6.0 combined flow 0.5 1 0.08 0.183 4.20 Maximum allowable spread=8.5' left 0.18 10.71 10.1281 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0833 1 4.1650 7.99 0.68 right 0.18 10.71 10.1281 0.51 1 0.00 0.51 0.0010 0.0200 2.0 0.0833 1 4.1650 7.99 0.68 EX-116 I3C 10.0 combined flow 1.0 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 tructures 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 N o E w v a o v, U) U) 0 0. O N a) a) v a) m On s Ca3 C) a)OC p O U N QfDJacas ca N a3) 'a�) YE Na) H O O -C o u m 3 0) 0) x U a � o p Q Q U U a O 0 Ui U ) cn o W _0 _0 �NN (1)> left 0.08 10.64 10.051 1 0.33 0.00 0.33 0.0010 0.0200 2.0 0.0�33 4.1650 6.80 0.78 right 0.13 10.64 10.0831 0.54 1 0.00 0.54 0.0010 0.0200 2.0 0.0$33 4.1650 8.16 0.66 128 I3C 6.0 combined flow 0.9 0.12 0.253 5.81 Maximum allowable spread=8.5' left 0.18 10.71 10.1281 0.83 0.00 0.83 0.0010 0.0200 2.0 0.0833 4.1650 9.58 0.60 right 0.18 10.71 10.1281 0.83 0.00 0.83 0.0010 0.0200 2.0 0.0833 4.1650 9.58 0.60 EX-116 I3C 10.0 combined flow 1.7 0.14 0.308 7.06 Maximum allowablespread=8.5' gutter longitudinal sllope 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-126 VDOT STD. DI-313 (L=12') R I M:768.5o INV IN:761.6o 15" RCP TO STR-128 INV OUT:761.5o 15" RCP FROM EX-STR-90 EX-STR-90 EX. VDOT DI-313 (L=4') R I M:766.97 INV IN:76o.751.5" RCP TO STR-126 EX. INV IN:76o.75 EX. INV OUT: 76o.65 STR-128 VDOT STD. DI-3C (L=6') R I M:768.5o INV IN:761..931.5" RCP TO STR-130 INV OUT:761.831.5" RCP FROM STR-126 EXISTING GRADE 775 STR-130 VDOT STD. DI-313 (L=20') RIM:770.33 INV OUT:764.0015" RCP FROM STR-128 770 PROPOSED 6" CL. 52 DI WATERLINE 765 1.3' 15 RCP.I+ti% 3 76o 60�2 760 755 15" RCP1 L15 RCP 38-47' @ 1-95% 33.44' @ o.69% a) ao ai 0+00 0+50 1+00 1+50 STR-1-30 - EX. STR-go PROFILE Table 7: Grade Inlet Design Table Design Year: 10 755 Project: Creeks ide V - Phase I & II VERTICAL GRAPHIC SCALE �V'n 0� 20 �I SCOTT R. LLINS ( IN FEET) Lic. No. 035791 , 1 inch = 5 ft. 06/08/20 HORIZONTAL GRAPHIC SCALE SIONAL E����� 50 0 25 50 100 200 ( 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 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. 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 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. Job #: 172134 Prepared by: AML, PE INLET STATION OUTLET SURFACE WATER ELEV Lo Do Qo ZW Sfo Hf I JUNCTION LOSS FINAL H INLET WATER SURFACE ELEV. RIM ELEV Vo Ho QIN ViN Qi*V V /2g Hi ANGLE Ho Ht 1.3Ht .5Ht 738177 187.30 18 3.24 0.001 0.18 1.8 0.0 EX-104 1 1 1 2.6 2.1 5.563 0.1 0.02 76 0.04294 0.08 NA 0.04 0.22 738.99 750.67 741137 270.07 15 2.61 0.002 0.44 2.1 0.0 EX-106 2.5 2.1 5.297 0.1 0.02 9 0 0.04 NA 0.02 0.46 741.83 755.16 749161 89.08 15 2.55 0.002 0.14 2.1 0.0 EX-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-1 10 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 759122 221.29 15 2.08 0.001 0.23 1.7 0.0 EX-] 14 1 1.5 1.2 1.727 0.0 0.01 83 0.01442 0.03 NA 0.02 0.25 759.47 763.45 760135 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 7391109 353.33 24 1 10.89 0.002 1 0.82 3.5 1 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 1 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 1.34 747.84 757.73 750 88 81.62 18 8.09 0.006 0.48 4.6 1 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 75166 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 76175 38.47 15 6.06 0.009 0.34 4.9 6.1 126 1 1 4.6 1 3.7 1 16.89 0.2 1 0.07 32 0.059861 0.23 NA 1 0.11 0.45 762.20 768.50 762 93 60.72 15 3.84 0.004 0.21 3.1 0.0 130 1 1 1 1 1 1 0.00 0 0 1 0.041 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 c m in ii ° o m _0 w0 v o T U) s N + o > m Q m a o > 3 v`ni -a ° U o X W 3 o Y c at a� o 0 0 .T a) � a) m U m c 0 O U 3 U m cn U) a) at a`) m o 0 3 fO 0 c 13 x 8 o m to o m a E C O 1E p f6 O U 0) f6 0) 0) Q V) ,� II II N J C U X a3 a > � Q v Q U C1 -O C� - c US X U) ?i U) >i U) O w ci 3 0 a) U) � J W 0 Q a ca o a) 2� 126 3B 12.0 0.42 0.67 0.281 1.13 0.00 1 1.13 0.0200 0.0200 2.0 0.0830 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 38 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 38 12.0 1 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 1 3.5120 0.1463 0.1488 7.92 1.52 1.00 0.83 0.00 Maximum allowable spread=8.5' EX-124 3 1 6.0 1 0.44 0.57 0.251 1.00 0.00 1.00 0.0608 0.0200 2.0 1 0.0830 4.1500 4.76 0.90 1 3.5120 1 0.1463 0.1517 10.16 0.59 1.00 1.00 0.00 Maximum allowable spread=8.5' - 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 Q 7 _0 a) U w m m a a o 9 rn a)m c j 0 w rn v, -2 i6 N t _ Z O O ) W 3 .0 N O> w c a) o o m m S r f ° 3 o a) c o m x to a) 3 `� 0 J H o C O m O U f6 0) 01 x a U '� II II a J a� C O U ;�' a) E .L-- o a > Q Q Li U C� a C� U) cn 3 U3i <n � w nz in <n � � of CJ C1 ° � 126 3B 12.0 0.42 1 0.67 0.281 1.83 0.00 1 1.83 0.0200 0.0200 2.0 0.0830 4.1500 7.34 b.72 3.5120 0.1463 0.1254 10.50 1.14 1.00 1.83 0.00 130 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 9.62 3.5120 0.1463 0.1107 19.76 1.01 1.00 4.56 0.00 EX-120 38 12.0 0.57 0.54 0.308 2.00 0.82 2.82 0.0050 0.0200 2.0 0.0830 4.1500 11.20 Q.52 3.5120 0.1463 0.0961 9.75 1.23 1.00 2.82 0.00 EX-122 38 12.0 0.35 0.59 0.207 1.34 0.50 1.84 1 0.0334 0.0200 2.0 0.0830 4.1500 6.69 Q. 77 3.5120 0.1463 0.1327 11.88 1.01 1.00 1.84 0.82 EX-120 EX-124 38 6.0 0.44 0.57 1 0.251 1 1.63 1 -1.32 0.31 1 0.0608 0.0200 1 2.0 1 0.0830 1 4.1500 3.07 0.99 3.5120 1 0.1463 0.1649 1 5.90 1.02 1.00 0.31 1.32 EX-122 U) Z O H N W W 0 W N Q o o � 0 V 1 LU Lu0) LU CY? 2 O V ) J N Q I- CC �- z LU N�� 0 w WJ N a- Q W J w J Q 1- 4 a- 0 �- >_ O6 LL (n L9 0_J Qw� Z ZQ 1- 4 LL = U C) 2: 0C I_ ­II J a- W rrLUn V w Q CO > ^ 0 w w Z w 0 n (H v , J w w w LL.. U J Q O H Q O 0 N Q W J I- J ~ O w a W � JOB NO. 172134 SCALE 1"=50' SHEET NO 6 - for inlets draining to stormwater management tacilities, where overland flow to tacilitieS IS not available, 1U0°/o capture is required at b.5in/hr JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES �1o'f 10't- WATER SEWER 0 O 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH D; 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 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. GATE VALVE -- :: f WATER LINE 14 Va h 1 I I---i . 2500 P.S.I. CONCRETE b' a 2'x 2' BEARING AREA. THRUST BLOCK 4 4. d a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 7 24" IN INITIAL BACKFILL 24"MIN 8" a" a" 8" MIN 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'MI INITIAL BACKFILL 4'MI UNSTABLE e" a" a" a° SOIL \ _ MIN. MIN. MIN MIN. #68 STONE =_GRANULAR FILL AS =' APPROVED BY ACSA 4. /� --STAB E'R SOIL OOCIt� Z STABLE' SOIL OR ROC 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 NTS FIG. W-2 1/8 BEND TD-2 COMPRESSION 4° MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE "K' i \� // SOFT COPPER \\� /l/ FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1"xi"xi" TEE DO N OTE: NO SWEATED FITTINGS 2' DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PIPE COUPLING 1° TYPE "K" SOFT COPPER OR APPROVED EQUAL D � D FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. SINGLE SERVICE NOTE; 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID _ FINISHED GRADE - I- ITI�r- ID TT TTI'f -1 LOCKWING III 10'_15" METER BALL (INLET & BOX 36" XIPLING OUTLET) MIN. III III COPPERSETTER II METER CORPORATION STOP BRICK AS NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN LQ Lp. BRANCH 12" / I - � _ D 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION " BOOT " INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD- 27 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID J 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 TD-13 VARIES 4" DIAMETER BRA4VAR,,vE. LE BOX AND VALVE M.J. PLUG WATER MAINONT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or 0 BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK 'D METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-O" MAX 2'-0" RUBBER COATED STEEL MIN STEPS CAST IN PLACE 3'-0" PRECAST REINFORCED .14 CONCRETE SECTIONS 12" MIN "0" RING SEALS a 16" MAX IF MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5: FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. d .. IT ° �g 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 CONDITIONS, 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. S-I-A TD-25 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 775 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 77° 50 0 25 50 100 200 ( IN FEET) 765 1 inch = 50 ft. _n ,n 7v5 EX-M H-24 STA:o+oo.00 EX. RIM:777.55 78o INV IN:770.75 8" PVC EX. INV OUT: 770.SS 775 EXISTING GRADE 770 765 8" SDR-26 PVC 113.02' @ 0.51/0 KUH'U_`)tU UKAUt /v7 MH-So STA:1+17.02 RIM:777.93 INV OUT:771.33 8" PVC 78o 0 Ln O M Ol 0 1! O F`'1 Ol 00 00 00 0) I\ n n n h n 0+00 0+50 1+00 1+50 MH-5o - EX MH-24 PROFILE 775 770 765 76o EX-MH-45 STA:o+oo.00 EX. RIM:752.59 INV IN:748.39 8" PVC EX. INV IN: 748-39 EX. INV OUT: 747.89 750 8" SDR-26 PVC 61.02' @ 1.00% 745 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 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 E E m M n1 E >E o �m w= _E Ld N m LEA J� 0- C.) Ew Y E 31 E� �a01 vU W m N w 0 0 m a E c� Z CL 000a ��Y� o NaE, N'-' N Ln Q -� W w¢ - �z 1 m J p UJ o^ vo d o E C/3 z d E� E E� u E N U nm NO E i, E �E zO E m O vom �m O O of �E \E\E of mE of W o E N . 4 N rl n „I LU N N N m m u N LL O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-29 MH-52 STA:3+17.30 RIM:772.52 INV OUT:76o.00 8" PVCI 775 EXISTING GRADE- MH-5i / STA:o+65.02 RIM:753-93 INV IN:749.2o 8" PVC INV OUT:749.00 8" PVC / 2r o/o $„ C"D 35 17) m C0 00 Ln L) rn rn Ln Ln rn rn V^, Ln fV N r' ci N N Ln In M M Ql Cl «I N I M :D l0 a) 01 N N n n O O L Ln ul) Ln Ln Ln Ln Ln l0 r� 0+00 0+50 1+00 1+50 2+00 2+50 3+00 MH-52 - EX-MH-45 PROFILE 770 765 76o SIC R. LLINS �_) Lic. No. 035791 ,L, '��16NA E�O��� 755 z Z U w 2: CID 00Q o O � 750 can w N W 745 0 W N 1- 00 Q O O v ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. w THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE L9 Lu WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY ll�_ 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. V 1 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER z J AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. N 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 5. (1-800-552-7001). 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. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7. N 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A 0 w FUTURE EXTENSION OF THE LINE. J g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. w N so. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 203.4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). Q w > W (n J _1 Z J Q ~ > J W W 0 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18 -22 VALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE VALVE BEE) 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN 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 TD-8 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'0' 0" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 � ozS O J Q W Q z Z�� U O J r W i--i J_ VJ > UJ W z 0 - V ) i J LJJ w w LL � u J !< v C) H� Q 0 Q W J U � ~ H uj O w 0 a W U) JOB NO. 172134 SCALE 1"=50' SHEET NO. 7 NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE AND BROKEN BRANCHES AND SHALL REMOVAL OF DEAD BE PERFORMED UNDER BACKFIL IL TO TERMINATE THE SUPERVISION OF THE LANDSCAPE ARCHITECT. AT TOP SIDE LIMITS OF ROOTBALL REFER TO TREE 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. STAKING DETAIL ADD MULC OVERTOP OF 4. IMMEDIATELY SOAK PLANT WITH WA ER. ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE 5. SEE IRRIGATION PLANS /DETAILS/SPE IFICATIONS 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 1' VARIS TYP. TREE GUYING DETAIL CONSISTS �) OF 2 GUYS,SET 120' AROUND PLANT PIT ON "UPHILL" SIDE SPECIMEN SHRUB (AS SPON DRIAWINGS) TRENCH EDGE AROUND V \ / ENTIRE AREA TO BE �\ �''':': ROOTBALL �\ %,•� REFER TO TREE REFER TO TREE DETAIL MULCHED \ \\ STAKING DETAIL ✓ j BACSTAKING COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT CUT AWAY AL WIRE BASKETS Z\ ���\ \���\� ORIGINAL SOFILLIILHFROM!PLANTD AND/OR NON BIODEGRADABLE \ �� PIT EXCAVATION IF LOOSE. IF \ /�\ TRENCH EDGE AROUND ON DOWNHILL SIDE OF TREE 4" ROOTBALL RAPPING AFTER EXCAVATED MATERIAL IS NOT ENTIRE AREA TO BE \3: r MIN. FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH MULCHED �a BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL \ TRENCH EDGE AROUND ENTIRE AREA TO BE _ IIII-IItiiI= aril=ii�I TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL A POINT PER PLL SPECIFICATIONS.COMPACT ATA EDAST 1/2 STANCUT AWAY OCE DOWN REFER TO ROOTBALL IT J �� //� tom.` /\\/' MULCHED IIIII=IIII IIIII= IISII' BACKFO ROOTBALL. WATER THROUGHLY AT 1/2 DETAIL Z • ';,:: � \ � REFER TO ROOTBALL PIT DETAIL -IIIII=IIIII ::'s;:..:•: = 1= =IIII I ` ROOTBALL =III= -I� = 7 SCARIFY BASE OF PLANT PIT DEPTH. WHEN EXCAVATING PIT: BREAK \Z\� � \� \ '.�'' •� - - -= I r RETURN AND COMPACT LOOSE THROUGH AND LOOSEN ALL Z ROOTBALL :' Z Z -;•\ � \ \ ROOTBALL Z����a _ - _ II=IIIII=II _ -\�\\ - y• _ _ _ _ - =IIIII=IIII I I' EXCAVATED MATERIAL TO HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY T0 FACILITATE PROPER DEPTH PRIOR TOIII DRAINAGE) PLANT PLACEMENT \:'����\\\�� \ �� • --Illi 11411 i1411- - -IIIII-��" �- NOTES: 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT OTES: NOTES: REFER TO ROOTBALL PIT DETAIL AGREEABLE'TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. . 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, 11 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 SHRUB PLANTING 4 ROOTBALL PIT 1 LD_004 2 LD_DOS N.T.S. 3 12 SECTION LD007 N.T.S. LD-00f 2 SECTION N,T,S. 12 SECTION 1j 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 DRIPUNE 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 24INCHES 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 followine items shall be shown on the plan: U Trees to be saved; Ll 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. Markines: L1 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 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 with 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: U Such devices shall not adversely affect trees to be saved. 6. Fires: ZI Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: U Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 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 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: 111 Protective fencing shall be the last items removed during the final cleanup. 13. Damaeed Trees: 0 Damaged trees shallAe treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEV OPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 9/25/17 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 X,� 0 16 o SCOTT R. LLINS Z' U Lic. No. 035791,� 06/08/20 1� �ssIONAL 'l`�c`, z O J U co Z w 0 U) O z Q O M W N W W 0 W rV 00 Q O 0 � O V W LUCY) W M Z CY) U) J N Q CY) w N 57 CDLU W� J N � W >_ W J � _j Z U1J _ W --- 1 ~ Ll� LU L9 Q 0 NO L.1_ z V 7 L Q = G U �, J Q U W � w U' Q � Lij z Q J i in U) > w W Z H� v i ® U) w W W ce J� Q C:) H Q CD N I..L ® W J J t W o � I- W O � d W 2 � JOB NO. 172134 SCALE N/A SHEET NO. 8 Page 6H-62 775 775 775 775 LINE OF SIGHT SIGHT DISTANCE=205' (EAST) HT. OF 770 HT. OF _ _ _ _ OBJECT=3.5' 770 EYE=3.5' \ EXISTING � �P�CE;2 TING GRADE 5\GN� p\S BIRCHWOOD HILL ROAD 765 \ PROPOSED GRADE 765 JACKSON HILL LANE HT. OF EXISTING GRADE / OBJE T-3.5' — BIRCHWOOD HILL ROAD 76o 76o 00 r 00 O N QD r, 06 0 0 ci v kD kD r k.D 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 JACKSON HILL LANE & BIRCHWOOD HILL ROAD INTERSECTION SIGHT DISTANCE PROFILE VERTICAL GRAPHIC SCALE April 2015 s o 2.5 5 10 20 Typical Traffic Control Lame Closure Operation in an Intersection (Figure TTC-28.1) Guidance: 1. The control of traffic through the intersection in order of preference 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 certified flagger on 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 TTC-34. 2. Sign spacing distance should be 35W--500' where the posted speed limit is 45 mph or less, 50W-800' where the posted speed limit is greater than 45 mph. Standard: 3. Channelizing device spacing shall be on 20' centers or less. Guidance: 4. If room permits, a shadow vehicle with at least one rotating amber light or high intensity amber flashing or oscilllating' light should be parked W-120' in advance of the 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 3601 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 work space 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: Revision 1- 4/1/2015 April 2015 Page 6H-53 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) OV3HV HNOM �7s OVON avow 3NV1 DO ar3Kr _-�T salves --- 3iewnN d013 01 --} T — RoauNNORK G20-2 (V) 03UU3R3 1A Z 00) m' 500 ± a NOIiViS'690JH-l3 QQ 501 - 100, O d o SEE NOTE 4 d� \ 80' - 12Q SHADOW VEHICLE REQUIRED 0 SEE NOTE 4 0 50`- 1fl0' 0 FLAGGER STATION SEE NOTE 2 o� SEE NOTE 1 • # 004 0 : W20-7 LU SEE ` KN4M OYOH NOTE 1 BE iml L PREPARED W3-4 SEE TO STOP SEE NOTE 9 'PORTABLE NOTE1 TEMPORARY RUMBLE 1 W20426 RUMBLE STRIPS / STRIPS SEE NOTE 14 �// � � SEE AHEAn SEE NOTE 14 (OPTIONAL) NOTE 1 ONE LANE W ROAD 20-4 SEE ^HEAD NOTE 1 ROAD = WORK W20-1 AHEAD 1: Revision 1- 4/ IU2015 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 770 � HT. OF EYE=3.5' 765 ,2So 150v�N1 / PROPOSED GRADE SSG BIRMINGHAM COURT 76o HT.OF ' OBJECT=3.5� EXISTING GRADE BIRMINGHAM DRIVE INE OF SIGHT 770 SIGHT DISTANCE-25o' (NORTH) \ 765 HT. OF \ OBJECT=3.5' EXISTING GRADE BIRMINGHAM DRIVE 76o 755 755 lD t 0 I'D ri rn � "? U? rl N q, 00 r_:_ Ol Lf1 W 00 N Ln 910 av1 N N L!1 Ln l0 to l0 to 110 to 1,0 lO l0 r11 t\ n n t\ n n n n n 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 BE PREPARED TO STOP SIGN (W3-4) ` "BE PREPARED TO STOP"' � � SIGN (W2o-7) "END ROAD WORK" \ I SIGN (G SIGN (W3-4) 2o-2) H _ "ONE LANE ROAD AHEAD" SIGN (W20- "ROAD WORK AHEAD" SIGN (W201) "ONE LANE ROAD AHEAD" nor` SIGN (W20-4)fltj!r�h,�d! - \ =_ SINGLE LANE CLOSURE REQUIRED FOR ROAD/UTILITY �\ "END ROADWORK" - - - - - - i CONNECTIONS &PAVEMENT MILL/OVERLAY SIGN (G20-2) "ROAD WORK AHEAD" SIGN (W20-1) i�'�� � I SIGN (W20-7) _ t "END ROAD WORK" \ l 1t SIGN (G20-2) ONE \ / LANE ROAD AHEAD" SIGN (W20-4) "BE PREPARED TO STOP" SIGN (W3-4) "BE PREPARED TO STOP SIGN (W3-4) �- — -— D ROA l \ \' / BIRCHWOOD HILL \T \ \ ONE(LANE jOAD AHEAD � \ ` SIGN W2o-� --- --- — �� "ROAD WORK AHEAD" SIGN (W2o-7) SIGN (W20-1) �/ BE PREPARED TO STOP" SIGN (W3-4) SINGLE LANE'CLOSURE REQUIRED FOR ROAD/UTILITY \/ CONNECTIONS &PAVEMENT MILL/OVERLAY "END ROAD WORK" I SIGN (G20-2) C i c j' / Q "ONE LANE ROAD AHEAD" & SIGN (W20-4) I T "ROAD WORK AHEAD" SIGN (W20-1) GRAPHIC SCALE LAVE 100 0 50 100 200 400 r l _ _ WINDMERE I' I I I I FEET - �� "ROAD WORK AHEAD" ( N ) SIGN (W2o-1) vw 1 inch = 100 ft. �I 1 I 0�� O �SCOTT R. LLINS- Lie. No. 035791 � 06/08/20 ONAL E�Cwo wo O W00 N Q O 0 I— LU LuLU M O Zcyi N Q z � M � z < l U-j N U_ o LU LL WCF) J LL N re W Z:) F_ LL V, WO Zi f — Uj J Q U W Q LU Lu O °C z J Q l--1 Q ZQ 2:-1 z 2: 0-6 U ,m� (1) W' J LU LU LL I --I W LL re UlD ' a- U) > Lu w w z z ) VH� Illlllllllllllll■ Q LU J w W IIIIIJ � U Q � C) Q 0 N Q LU U _j LU rW, p LU W a JOB NO. 172134 SCALE AS SHOWN SHEET NO. 9