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Home My WebLink AboutWPO200600048 Plan - As-built Road Plan 2014-11-12t 0 0 U 3 v vi U i 0 U v i U cV m / v+ 3 / m a a� v+ v .o 0 v 0 0 Of rn 0 cp 0 04 / m a� 4) m m 0 N / m SHEET NO. 1 OF 26 2 OF 26 3 OF 26 4 OF 26 5 OF 26 6 OF 26 7 OF 26 8 OF 26 9 OF 26 10 OF 26 11 OF 26 12 OF 26 13 OF 26 14 OF 26 15 OF 26 16 OF 26 17 OF 26 18 OF 26 19 OF 26 20 OF 26 21 OF 26 22 OF 26 23 OF 26 24 OF 26 25 OF 26 26 OF 26 BEL DRAWING NO. TITLE C-1 COVER SHEET C-2 GENERAL NOTES & LEGEND C-3 EXISTING CONDITIONS & BOUNDARY C-4 OVERALL ROAD PLAN C-5 OPEN SPACE SCHEDULE & SIGNAGE C-6 TYPICAL ROAD SECTIONS & DETAILS C-7 ROAD PLAN & PROFILE C-8 ROAD PLAN & PROFILE C-9 ROAD PLAN & PROFILE C-10 ROAD PLAN & PROFILE C-11 ROAD PLAN & PROFILE C-12 ROAD PLAN & PROFILE C-13 ROAD PLAN & PROFILE C-14 ROAD PLAN & PROFILE C-15 ROAD PLAN & PROFILE C-16 OVERALL STORM PLAN C-17 STORM DRAIN PROFILES C-18 STORM DRAIN PROFILES C-19 STORM DRAIN PROFILES C-20 STORM DRAIN PROFILES C-21 STORM DRAINAGE COMPUTATIONS C-22 STORM DRAINAGE COMPUTATIONS C-23 POST DEVELOPMENT DRAINAGE AREAS C-24 SWM FACILITY 5 & BIOFILTER 5A PROFILE C-25 SWM NARRATIVE & BIOFILTER DETAILS C-26 BIOFILTER 5A ROUTING 1_1.0 LANDSCAPE SITE PLAN — STREET TREES L2.0 LANDSCAPE SITE PLAN — STORMWATER FACILITY #3 and #4 L3.0 LANDSCAPE SITE PLAN — STORMWATER FACILITY #5 L4.0 LANDSCAPE DETAILS NOTES: 1. BELVEDERE PHASE 1 PLANS ENTITLED "ROUGH GRADING PLAN, EROSION & SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT" (DATED JUNE 22, 2006 / WPO 2006-00048), "ROAD AND STORM DRAIN IMPROVEMENTS" (DATED JUNE 14, 2006 / WPO 2006-00048), AND "WATER MAIN AND SANITARY SEWER IMPROVEMENTS" (DATED SEPTEMBER 1, 2006 / OFF —SITE CONNECTIONS) HAVE BEEN APPROVED. THE IMPROVEMENTS AND GRADING ASSOCIATED WITH THE AFOREMENTIONED PLANS HAVE BEEN SHOWN AS EXISTING WITH THIS PLAN FOR COORDINATION PURPOSES AS WELL AS REPRESENTING THE CONDITIONS AT THE TIME CONSTRUCTION FOR THIS PLAN COMMENCES. THE AFOREMENTIONED PLANS WILL BE CONSTRUCTED CONCURRENTLY. 2. SEE PLANS ENTITLED "BELVEDERE PHASE 1 — BLOCKS 3, 4A, 5A, 6B & 9A WATER AND SEWER IMPROVEMENTS" (DATED DECEMBER 29, 2006) FOR WATER AND SANITARY SEWER IMPROVEMENTS (ON —SITE) TO BE CONSTRUCTED CONCURRENTLY WITH THIS PLAN. 3. SEE PLANS ENTITLED "BELVEDERE PHASE 1 — BLOCKS 3, 4A, 5A, 6B & 9A EROSION AND SEDIMENT CONTROL PLAN" (DATED APRIL 18, 2007) FOR E&S CONTROL MEASURES (ON —SITE) TO BE IMPLEMENTED CONCURRENTLY WITH THIS PLAN. 4. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THE ENTIRE PHASE I DEVELOPMENT IS PROVIDED IN STORMWATER MANAGEMENT FACILITIES 3, 4 & 5 TO BE CONSTRUCTED WITH PLANS ENTITLED "BELVEDERE PHASE I, ROUGH GRADING, EROSION AND SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT." 5. SOLID WASTE WILL BE COLLECTED IN INDIVIDUAL UNIT CONTAINERS AND PICKED UP BY PRIVATE SERVICE. 6. ALL ALLEYS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOME OWNER ASSOCIATION. ALL ROADS ARE TO BE OWNED AND MAINTAINED BY VDOT. 7. INGRESS/EGRESS TO THE SWIM CLUB, LEVENSON, BROWN, WELLS, AND LOHR PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 8 ALL CD-1, CD-2 SHALL OUTFALL TO THE CLOSED CONDUIT STORM DRAIN SYSTEM. SOURCE OF TITLE AND SUMMARY OF AREA: TMP 61-00-00-160 partial Area: 40.618 Acres Owner: Belvedere Station Land Trust DB. 1836 PG. 184 TMP 61-00-00-161 Area: 3.477 Acres Owner: Belvedere Station Land Trust DB. 1936 PG. 665 TMP 62-00-00-2A partial Area: 10.760 Acres Owner: Jacob C. and Charlotte G. Levenson DB. 438 PG. 512 TMP 62-00-00-3 Area: 2.980 Acres Owner: Stonehaus Inc. & Henry Nelson Sprouse DB. 2835 PG. 599 TMP 62-00-00-5 Area: 3.243 Acres Owner: Belvedere Station Land Trust DB. 1890 PG. 693 TMP 62-00-00-6A Area: 0.657 Acres Owner: Belvedere Station Land Trust DB. 1836 PG. 184 ULEV PHASE 2 ALBEMARLE COUNTY, VIRGINIA AS -BUILT LEGEND REVISION CLOUD TEXT REVISION NOT BUILT (�D i H1V1_SSi.SS1__ INV=582.30 X RIGHT OF WAY, STORM DRAIN AND ALLEY EASEMENTS RECORDED IN DEED BOOK 3545, PAGE 1, EXCEPT FOR BELVEDERE BOULEVARD RIGHT OF WAY AND STORM DRAIN EASEMENTS RECORDED IN DEED BOOK 3543, PAGE 225. AS -BUILT SHEET INDEX SHEET NO. DRAWING NO. TITLE 1 OF 32 2 OF 32 3 OF 32 4 OF 32 5 OF 32 6 OF 32 7 OF 32 8 OF 32 9 OF 32 10 OF 32 11 OF 32 12 OF 32 13 OF 32 14 OF 32 15 OF 32 16 OF 32 17 OF 32 18 OF 32 19 OF 32 20 OF 32 21 OF 32 22 OF 32 23 OF 32 24 OF 32 25 OF 32 26 OF 32 27 OF 32 28 OF 32 29 OF 32 30 OF 32 31 OF 32 32 OF 32 C-1 C-4 C-7 C-8 C-9 C-10 C-11 C-12 C-13 C-14 C-15 C-16 C-17 C-18 C-19 C-20 C-4 C-8 C-9 C-10 C-12 C-13 C-14 C-17 C-18 C-19 C-24 C-25 C-26 L1.0 L2.0 L3.0 COVER SHEET OVERALL ROAD PLAN ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE ROAD PLAN AND PROFILE OVERALL STORM PLAN NOVEMBER 12,2014 ROAD AND STORM DRAIN IMPROVEMENTS AS -BUILT STORM DRAIN PROFILES STORM DRAIN PROFILES STORM DRAIN PROFILES STORM DRAIN PROFILES TYPICAL ROAD SECTIONS BELVEDERE BLVD PLAN & PROFILE BELVEDERE BLVD PLAN & PROFILE BELVEDERE BLVD PLAN & PROFILE ROUNDABOUT PLAN AND PROFILE VILLAGE GREEN PLAN AND PROFILE FREE STATE ROAD IMPROVEMENTS STORM DRAIN PROFILES STORM DRAIN PROFILES PAVEMENT MARKING AND SIGNAGE PLAN SWM 1A/SB1A AND SWM 3/SB3 CONVERSION PLAN SWM 4A/SB4 AND SWM 5/SB5 CONVERSION PLAN SWM FACILITY 5 & BIOFILTER 5A PLAN AND PROFILE LANDSCAPE SITE PLAN — STREET TREES LANDSCAPE SITE PLAN — STORMWATER FACILITY #3 AND #4 LANDSCAPE SITE PLAN — STORMWATER FACILITY #5 Carrsbrook n 4� Westmore and so Northf ie ds O SITE .,t0 ��a o� �� °Rivanna �o` River South \ M a �° Q ��o�r�� Fork a � o �, - o\e QC --- Project Area 4\\Sd R I o Belvedere Blvd W a k e f i e d o Free State Rd 0 z Belvedere Blvd L Dun ora Dunlora Drive River �. Run 0 -23 °" Pen Q~� R Pen a Park VICINITY MAP SCALE: 1 "=2000' SITE DATA PHASE I, BLOCKS 3, 4A, 5A, 6B & 9A OWNER/DEVELOPER/APPLICANT: BELVEDERE STATION L.L.0 C/O STONEHAUS DEVELOPMENT P.O. BOX 6786 CHAR LOTTESVI LLE, VA 22906 (434)974-7588 ATTN: CHRIS SCHOOLEY, CLA EMAIL: CSCHOOLEYOSTONEHAUSAET ENGINEER: WW ASSOCIATES, INC 1402 GREENBRIER PLACE CHAR LOTTESVI LLE, VA 22901 (434) 984-2700 ATTN: DAVID M. JENSEN, P.E. EMAIL: DJENSEN®WWASSOCIATES.NET SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES ALTA/ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC DATED FEBRUARY 6, 2006. SOURCE OF TOPOGRAPHY: AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING (DECEMBER, 2005) HORIZONTAL DATUM: VIRGINIA STATE GRID NORTH —SOUTH ZONE VERTICAL DATUM: NAVD 88 SOURCE OF WETLAND SURVEY: WILLIAMSBURG ENVIRONMENTAL GROUP, DATED FEBRUARY 3, 2006 JECT SITE DATA CONTINUED: COUNTY, STATE: MAGISTERIAL DISTRICT: TAX MAP PARCEL(S): ZONING: EXISTING USE: PROPOSED USE: COMP. PLAN LAND USE DESIGNATION: WATER RESOURCE AREA: WATER SUPPLY PROTECTION AREA: YARD REQUIREMENTS: MAXIMUM STRUCTURE HEIGHT ALBEMARLE, VA RIO SEE SOURCE OF TITLE INFORMATION NMD VACANT RESIDENTIAL MAP B URBAN NEIGHBORHOOD 2 (NEIGHBORHOOD AND URBAN DENSITY) DEVELOPMENT AREA — NEIGHBORHOOD N/A LOT WIDTH SFD 30-50' SFD 51-60' SFD >60' FRONT 10' 14' 16' SIDE 3' 3' 5' REAR 10' 10' 10' SFD 38' PARKING TABULATIONS PARKING REQUIRED: 2 ON LOT SPACES PER SINGLE FAMILY DETACHED (SFD) AND SINGLE FAMILY ATTACHED (DPLX) UNIT PLUS 1 SPACE FOR EVERY FOUR SINGLE FAMILY ATTACHED (DPLX) UNITS SINGLE FAMILY DETACHED (SFD) 80 SFD X 2 = 160 SPACES. SINGLE FAMILY ATTACHED (DPLX) 22 DPLX X 2 = 44 SPACES PLUS 22 / 4 = 6 SPACES TOTAL SPACES REQUIRED = 210 (160 + 44 + 6) PARKING PROVIDED: 2 SPACES PER SFD LOT PROVIDED = 80 X 2 = 160 SPACES 2 SPACES PER DPLX LOT PROVIDED = 22 X 2 = 44 SPACES OFF LOT PARKING PROVIDED ON FARROW DRIVE EAST & WEST (ROAD D), COLE STREET (ROAD E), BUTLER STREET (ROAD F1), LORING RUN (ROAD F), COLBERT STREET (ROAD G), TYREE LANE (ROAD K), AND ADDISON STREET (ROAD L) AREA TABULATIONS OVERALL AREA TABULATIONS: TOTAL BELVEDERE AREA = 267.01 ACRES TOTAL PHASE 1 AREA = 80.69 ACRES BELVEDERE RESIDUE = 186.32 ACRES (267.01AC — 80.69AC) TOTAL BLOCKS 3, 4A, 5A, 613 & 9A = 35.62 ACRES (9.60AC + 12.30AC + 1.35AC + 11.62AC + 0.75AC) PHASE I RESIDUE = 45.07 ACRES (80.69AC — 35.62AC) CURRENT DEVELOPMENT AREA TABULATIONS (BLOCKS 3, 4A, 5A, 66 & 9A): AREA OF ROADS* = 9.60 ACRES AREA OF LOTS = 12.30 ACRES AREA OF ALLEYS (OPEN SPACE) = 1.35 ACRES AREA OF OPEN SPACE** = 11.62 ACRES AREA OF STREET FRONTAGE TO BE TRANSFERRED = 0.75AC AREA OF SIDEWALKS & PAVED TRAILS = 1.77 ACRES IMPERVIOUS AREA = 14.16 ACRES % IMPERVIOUS* = 39.75% (14.16AC / 35.62AC) SINGLE FAMILY DETACHED UNITS = 80 DUPLEX UNITS = 22 TOTAL UNITS = 103 (81 SFD + 22 DPLX) DENSITY = 2.86 (102 UNITS / 35.62AC) * INCLUDES BELVEDERE BLVD & FREE STATE RD WITHIN BLOCKS 3, 4A, 5A, 613 & 9A. ** AN OPEN SPACE SCHEDULE IS LOCATED ON SHEET C-5. 1 ADDRESSED COUNTY & VDOT COMMENTS JJK 8114107 TH OF See DESIGNED BY. PROJECT. REVISION NUMBER: 2 ADDRESSED AS —BUILT COMMENTS DMJ 2120115 T11 WJJK BELVEDERE PH 1—BLOCKS 3, 4A, 5A, 6B, & 9A 1 `� = ENGINEERS DRAWN BY: ROAD AND STORM DRAIN IMPROVEMENTS p ' ''1• _ SURVEYORS JFR DRAWING NUMBER: AS BUILT En TITLE: DAVID M. SE N i PLANNERS Lie. No. 11484 SHEET I OF 32 ASSOCIATES REVIEWED BY: COVER SHEET C-1 !� HFW �0;4 PO Box4119 1402GreenbrierPlace SHEET NUMBER: ti Lynchburg, VA24502 C1, loue ille,VA22901 WWA NUMBER: FILE NAME: SCALE: DATE. �SSIO ECG Phone: 434.316.6080 Phone: 434.984.2700 205164.21 9 H: AS NOTED 4118107 1 of 26 NO. REVISION BY DATE No. REVISION BY DATE ###W* www.wwassoeiates.net 516421 C-000I —CS.dW N/A 3 O 0 I 0 41 O I U N (D v� 3 41 m a a� yr v c 6 0 c v O O ry 0 L0 0 N 0 m a� a) m L 0 N END OF__ NORFOLK SOUTHERN RAILROgp AS-BUILTS --� - R - - - _ -- _ o— FOR FUTURE Ipp' RESCREEK PARKWAY MEADOW _ o — I — NORFOLK SOUTHERN RAILROgp A\ \ TMP 61-00-00-1 60A I EXISTING_i- \ GREENBRIER-RUTHLEDGE / SWM #5- \ SWIM CLUB INC. ZONED R-4 I ---_ TMP 61-00-00-1 60C GREEN BRIER- RUTHLEDGE - _ __- TIME 61-00-00-1 60B / SWIM CLUB INC. I �q�Bj,S ,� \ o L ` \ / �- GREEN BRI / ZONED R-4 \ � r O / \ FuruReT" \ / / --- -- — ----- ——------ — --- ------ ` SWIM CLUB INC. / o LOT70 1 J I— ` \\\` ZONED R — 4 I I FuioRi"LOT 55 (DPLX) LOT 63(DPFOTi2"— LOT 56(DPLX) L64(DPLx) -- \ \ / - �— LOT 57(DPLXX) LOT 65 LOT 73 QOR' - LOT 74 (DPLX\ a FUTURE y B LOT 66 NEIGHBORHOOD \ ` LOT 58(DPLx) LOT 75 DPLX) rylAl �� \ \ L pCK V FUTURE TH \ — ( TMP 61 -1 59A a B LDT - LOT 67 - CENTER 7 c�7�MES W. & MARY WELLS \ ' Cc ; oR6d" \ - - LOT 76 PHASE 2 LIMITS ADDITIONAL PARCELINFORMATION SEE DB 2265 PG 342 `� \\ \ ' T19 "oR6;" LOT 68mPLx) �" / J o III LOT 77(D\ ;I BLOCK 4B FOR LIST OF SOURCE DEEDS - ,/ - - - - DUNLORA LOT TMP OWNER J FUTURE LO62 " — - - I ,T LOT 69(NLX) LOT 78(DPLX) // V tb\ - J - - - - 213 62F1 -213 TODD C PETERSON 214 62F1 -214 JOHN TODD HAYMANS / \ - 215 62F1 -215 PATRICIA R CROOK / ^� J oLo \ J 0 / o~ 1 215A 62F1 -215A JANE E JOHANSEN TMP 61 1 5 PHILLIP E., SR. & o \\ \ BLOCK 4A 216 62F1 -21 6 JAMES M CULVER BARBARA J. BROWN / T �,� cc 1 � 1 co I CO I L END OF 217 62F1 -217 MARYANNE INHIGGINS DB 390 PG 75 /o 4 o I o F o 0 0 0 \ \ AS-BUILTS = 218 62F1 218 MARCOS L BALCELLS \\p o ° \ / \ 0 J o J 219 62F1 -219 THOMAS R HARVEY C)6 \ / - \'� /% 312 62F-312 KATIE L DOTSON VILLAGE 356 62F1 -356 KIMBERLY PERRY CHONG EX BELVEDERE BLVD — - - - - - - - -I _ - _ - - _ - - - — 357 62F1 -357 TOMMY J CLICK \ 1 GREEN \' I a ' � _ 358 62F1 -358 LINDA L CALDWELL .g / _ _ _ � I 362A 62F-362A ALICE C COOK ` c`F �/ / 362B 62F-362B ALBERT B SHIKIAR CO �3 't \\- - GLE = GLE _GEE = GLE GLE GLE � 363 62F-363 GRESHAM M SYKES CO CIO ro \o 0 0 0 \ - - - - 364 62F-364 PHYLLIS K CHILDRESS (D / T/ CIO CD 0 0 0 365 62F-365 JANICE S LINKOUS \ I 1 o 1--01-0 0 'I_ J J J \� 366 62F-366 ROBERT C BEVERLY J � 0 T _-1 I LOT 95 I 367 62F-367 GEORGE RICHARD COLEMAN _ _ _I _ _ _ _ LOT 126 368 62F-368 MICHAEL P KLEKAMP TIME 61 -159C \ o o T o 0 369 62F-369 DENISE CASTEEN ATWOOD PHILLIP E., SR OR G - - �� y - - _ _ J J J J J _N LOT 116roPLx) \ 370 62F-370 MICHAEL D HORN AL EY (f) CO o -� I LOT 127 BLOCK 4A 371 62F-371 CONRAD A SMITH \ BARBARA J. BROWN \ g6 \ /� o o f \ DB 2265 PG 341 �� /�'� 1 LOT � __ � --�--L �_ -�-- 372 62F 372 HARRY L MARSHALL 373 62F-373 CHRISTINE G BARNICLE N a o 0 0 0 0 0 �� -1 374 62F0-374 MARION G ROTHMAN \\ T \ \ \ \\ // LOT 128� ----- \ \ i g \ / 0 0 \ \ 375 62F-375 JUDITH K SANDS / \ \ \ \ J J 0 T / �oT >>8 \ 376 62F-376 NANCIE C GARTH \ - �o 377 62F-377 CHARLES J GAGLIANO \ 6 \ i \ C`b T LOT 129 378 62F-378 JUDY LYNN SAVAGE 403 62F1 -403 CHRISTOPHER D WILLIAMS \ S �� \ \ o - - \ \ �o� T�� / �o 'moo 404 62F1 -404 ROY S COLE S ya \ — OT > O T oA \ O o \ No O �7� 405 62F1 -405 BILLY R BUTLER �A ` \ \ �A ~O F `OT < 4\/ FP \ /x T A\ ST 3-7 LIMITS OF / 0 OT 37 o AS-BUILTS / ID I o - - \ / 0 \ \� / 0 of o I TMP 62-00-00-8 \\ PHILLIP E. SR. & BARBARA J. BROWN \ o ZONED R-4 \ / TMP 62F-00-00-\ I AO I BELVEDERE STATION �M \ / LAND TRUST \ \ _\ ZONED R4 \ Sgti T Qo ` f^ TMP 62-00-00-6 TMP 62F 00 00 F1 / / \Sq / 1%1F ANDERSON D LOHR BELVEDERE STATION LAND TRUST \" ZONED R4 I \ „ / \ ZONED R4 p L > END OF / Ste-BUILTS a - -- \ CT S92 �O� \ s9 S6' \ / I 1 ADDED PHASE LINE JJK 8114107 �iIL'TH OF 2 REVISE TO SHOW FAIRVIEW SWIM CLUB OUTFALL PIPE & EASEMENT DAT 6116108 DAVID M. SEN ;pl Lie. No. 11484 �0��2�//S},wcv \ 10NAL NO. REVISION BY DATE N0. REVISION BY DATE / AS -BUILT SHEET 2 OF 32 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Charlottesvillc, VA 22901 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 100' 100' 0 100' DESIGNED BY: PROJECT. REVISION NUMBER: JJK BELVEDERE PH 1—BLOCKS 3, 4A, 5A, 6B, & 9A 2 ROAD AND STORM DRAIN IMPROVEMENTS DRAWN BY: JFR, REG DRAWING NUMBER: TITLE: OVERALL PLAN LAYOUT C-4 REVIEWED BY: HFW SHEET NUMBER. WWA NUMBER: FILE NAME: SCALE: DATE: 205164.21 516421 C—cC04—RD OV.dwg H: 4118107 4 of 26 N/A100 0 0) w N 0) 0 U 0 a� Y J N / 3 v Qf I r O U 0 I U cV cD L0 rn 3 v 0 m rn Q rn 0 c v L. 0 C 0 v 0 0 rn O Q6 L0 O cV v m a) a� v a� a� m L0 O N I I ) �t=�) to 10� -N QCD \ O� Iwo J EX-39 Cn � Do z� U�� \ zCL 80l 10 k L` � < 2 \ / O O SEX-38 D-97 D-81 0 N 4- + 0 0 00+0 -f- + -- Q w Q -- D-80 OOo 10L O � D-96 EX-38A o �1 O w(X,da)t6 10_1 I I V) �- J CI�n w o / w Q (X d0)26 10_1 w w I Z6 10i 1 I is 1oj I� � I 10, _ o f ZS 10, / I- _ EX-37A I � I ID-102 IS 107 EX-3 D-100 / L'�_ _ EX-36 USE I R� y 0Eli ter. CURVE TABLE - TYREE LANE CURVE I DELTA RADIUS I LENGTH ITANGENT I CHORD LENGTH I BEARING C134 1 90°56'01" 220.00 1 349.16 1 223.61 1 313.65 1 N89'20'52"E LINE TABLE - TYREE LANE LINE LENGTH BEARING L63 95.64 S45°11'08"E L64 145.11 N43`52'51 "E TYREE LANE -ROAD K EAST LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 14.06 14.00 1 1 +00 14.00 13.93 14.15 14.00 12+00 14.00 13.9 5 14.05 14.00 13+00 14.00 14.09 N/A 1 14.00 14+00 14.00 14.06 14.02 14.00 15+00 14.00 14.06 13.9 5 14.00 16+00 14.00 14.01 - 06 10, - TYREE EA\E l6107 +- 53' `°` 10�' (ROAD K EAST) \ RIGHT 6,9 103 x\ OF WAY 53' R O H T 0 WAY D-95 �Or DES CN SPEED. 20 M o�LLJ gg og °° � POSTED SPEED: 15 M w w l10, n w 0U A w Q �� 0� 93 °- a- D- OX / D-78 �g 10� o D_93A m CHOKER DATA(TYREE LA N E ITEM STATION OFFSET \� \ G D-77 66�0> �A 16+19.37 9.00 LEFT 9g 10� D-92 x 16+27.22 9.00 RIGHT �6 IF THIS DRAWING IS A REDUCTION +0 - C) 12+ 0 D-76 '/o GRAPHIC SCALE MUST BE USED O VERT: 1 " = 10' (D-3) D-91 OR711�If7�IR�■G1•II L��i7E�ii■� w \ / 10' 0 10' D-89 <'/ 1 50' 0 50' �o HORZ: 1 " = 50' 10111110 ��17G7�i■f: iillT■7� �>r`r-oo�`s�i �•as�a 0 U C: 0 m CURVE TABLE - COLE STREET EAST CURVE DELTA RADIUS LENGTH TANGENT CHORD LENGTH BEARING C132 46°07'09" 1 120.00 96.59 51.08 94.01 N23°03'34"W C133 43°52'51" 1 120.00 91.90 48.34 89.67 N21`56'26"E LINE TABLE - COLE STREET EAST LINE LENGTH BEARING L59 61.00 S46°07'09"E L60 118.85 S46°07'09"E L61 36.28 S00°00'00"E L62 119.99 S43°52'51 "W / \ \ "0 ° n 1 / \ 0 I N \ D-85 COLE STREET -ROAD E EAST / D-86 o N fF7AESB ACE OF CURB RIGHT FACE OF CURB LT PLAN CENTERLINE PLAN ASBUILT D-84T OFFSET STATION OFFSET OFFSET 8.88' 9.00' 10+50 9.00' 9.09' / k�0 14.02' 14.00' 11 +00 14.00' 14.01 ' 13.98' 14.00' 1 12+00 1 14.00' 13.89' 24 8.98 9.00 13+00 9.00 9.03 D-87 - _ 0 14.01 14.00 14+00 14.00 14.09 53' 13.88 14.00 14+50 14.00 14. 55 RIGHT -98 0 00 -1 OF WAY / o� �� D-83 / \ i D - 88 ,'pNX°�� IOW ME= 2 \ \ -82 COLE STREET ROAD E EAST) \ 53' R CHT OR WAY DES OR SPEED: 20 MPH POSTED SPEED: 15 MPH CHOKER DATA (COLE STREET) ITEM STATION OFFSET 1 ° �C 10+61.00 9.00 LEFT o / / D 10+61 .00 9.00 RIGHT Cy 00, / J 14+64.73 9.00 LEFT A14+74.27 9.00 RIGHT .�i1eJl z4�I0 !�=' 9 !TIER 'mm=mIm �Em �I w 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 10+00 11+00 12+00 13+00 14+00 15+00 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC. TH OF _ DESIGNED BY. PROJECT. REVISION NUMBER: ADDED STR. NUMBERS PER VDOT T11 = JJK BELVEDERE PH 1-BLOCKS 3, 4A, 5A, 6B, & 9A 3 ADDED STRUCTURE 93A ('r ENGINEERS oRAwN eY: ROAD AND STORM DRAIN IMPROVEMENTS ,�• _ SURVEYORS JFR, REG DRAWING NUMBER: AS BUILT TITLE: DAVID M. SEN 2 PLANNERS Lic. No. 11484 REVIEWED BY: TYREE LANE & COLE STREET C- 7 � � �o � 1- ww SHEET 3 OF 32 ASSOCIATES HFW PLAN AND PROFILE w�is 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: S`rIONAL �'Phone: 434.31 vvw.wwassoc at s.net434.984.2700 205164.21 516421 C-cC07-RD. dwg H: 1 „=50, 4118107 7 of 26 NO. REVISION BY DATE N0. REVISION BY DATE I�N1 V: 1 =10 v a) 0 a� �L 3 O L L v LL �G C v rn �v 0 rn 3 v I Do O 0 v I 0 FN cD L0 rn 3 v 0 m rn Q rn v c v L. 0 v v 0 rn O Q6 Ln O cV v m L a� a� m L0 O N ffs DAISY LANE (ALLEY e) 20' PUBLIC ACCESS EASEMENT DESIGN SPEED: N/A POSTED SPEED: N/A LINE TABLE — DAISY �El� LANE LINE LENGTH BEARING L31 13.36 S44"48'52"W L32 285.90 S67"20' 18"W CURVE TABLE — DAISY 4+4_� LANE CURVE DELTA RADIUS I LENGTH ITAINGENT I CHORD LENGTHI BEARING C116 1 22"31'26" 60.00 1 23.59 1 11.95 1 23.44 1 N56`04'35"E IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 1 0' 0 1 0' 50' 0 HORZ: 1 " _. LINE TABLE — FARROW DRIVE EAST LINE LENGTH BEARING L33 16.41 N46'07'09"W CURVE TABLE — FARROW DRIVE EAST CURVE DELTA RADIUS LENGTH TANGENT CHORD LENGTH BEARING C117 61`10'26" 450.00 480.46 265.99 457.96 N83°37'44"E C118 19*39'54" 550.00 188.77 95.32 187.85 S55°57'06"E FARROW DRIVE EAST (ROAD D EAST) 55' RIGHT—OF—WAY DESIGN SPEED: 30 MPH POSTED SPEED: 20 MPH (REDUCED FOR SIGHT DISTANCE) of 0� M �0[ 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 1 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC. JJK 8114107 TH OF _ DESIGNED BY: PROJECT. REVISION NUMBER: 2 ADDED STR. NUMBERS PER VDOT DMJ 9128107 T11 = JJK BELVEDERE PH 1—BLOCKS 3, 4A, 5A, 68, & 9A 2 (� WA ENGINEERS 1DRAWN BY: ROAD AND STORM DRAIN IMPROVEMENTS pi ,� • _ SURVEYORS AS BUILT JFR, REG DRAWING NUMBER: DAVID M. SEN TITLE: 2 PLANNERS DAISY LANE & FARROW DRIVE EAST C-8 � Lie. No. 11484 � REVIEWED BY: �o ww SHEET 4 OF 32 ASSOCIATES H PLAN AND PROFILE A 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: S`rI0NAL �'�� Phone: 434.31 .6t08� socPhone: 434.984.2700 205164.21 516421 C—aC08—RD.dwg H: 1 „=50, 4118107 8 of 26 NO. REVISION BY DATE N0. REVISION BY DATE I�N1 V: 1 =10 I I O C J O O I m O / � I L ? zr� — EX-38A 5 A ALLEY — / I / D-96 -94 / \ OJ OJ OJ 18\ 71�1x D-95' 53' RIGHT D-8o O OF WAY " \ o \ a 15+0 5 16+00 T REE LAN (K -- O a / D-79 0 O N / O O I 0 J / ~O O / J J (51 1-1 00 O\ / \ \ c CI Ilp-2 � I EX-39 Id- o CO r O O O — + o o o 0 J o I J O O D-87 O — D 88 o LOT 126 0 — B TTLE,SS —� — D-97 LOT 116(DPLX) \ N o I LOT 127 o 0 I o o D-86 LOT I I> (DP�X O D-98 O I o o J / 1 2 - LOT 128 'P D-81 \ 53' RIGHT 40T 77,3 I e D-82 OF WAY / l D-85 \ LOT 129 + 2 D-2 14+00 BOLE ,x9 O D-67C 1 + 3. 6 \ D - 84 <10� \ \ \ / <'0/X \ \ d COT /�D / 01O OD-83 /01 o T A� D-67B x \ J `OT ~0 55 RIGHT O F WAY �� J \ \ // 17 v' C�\ x �c / `OT SOT \ s D-51 SOT \ X \\O D-56 CRAVEN ALLEY (ALLEY f) 20 PUBLIC ACCESS EASEMENT DESIGN SPEED: N/A POSTED SPEED: N/A BATTLES ALLEY (ALLEY g) 20' PUBLIC ACCESS EASEMENT DESIGN SPEED: N/A POSTED SPEED: N/A GEORGIANNA ALLEY (ALLEY h) 20' PUBLIC ACCESS EASEMENT DESIGN SPEED: N/A POSTED SPEED: N/A IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 04 co L� LINE TABLE — CRAVEN LANE, BATTLES ALLEY & GEORGIANNA ALLEY LINE LENGTH BEARING L18 58.54 N16*29'51 "W L19 72.74 N08'43'02"W L20 119.94 N43'52'51 "E L21 408.00 N43'52'51 "E L22 70,47 S46'07'09"E L23 355.13 SO1'11'14"E CURVE TABLE — CRAVEN LANE, BATTLES ALLEY & GEORGIANNA ALLEY CURVE DELTA RADIUS LENGTH TANGENT CHORD LENGTH BEARING C107 7'46'48" 37.00 5.02 2.52 5.02 S12'36'27"E C108 52'35'54" 37.00 33.97 18.29 32.79 S17'34'54"W C109 90*00,001, 37.00 58.12 37.00 52.33 S88'52'51 "W C110 44'55'55" 37.00 29.02 15.30 28.28 N23'39'11 "W 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 1 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC. JJK 8114107 TH OF _ DESIGNED BY: PROJECT. REVISION NUMBER: 2 ADDED STR. NUMBERS PER VDOT DMJ 9128107 T11 = JJK BELVEDERE PH 1-BLOCKS 3, 4A, 5A, 6B, & 9A 2 ( � — ENGINEERS DRAWN BY. ROAD AND STORM DRAIN IMPROVEMENTS pi ,� • SURVEYORS AS_ BUILT JFR, REG DRAWING NUMBER: DAVID M. 2 SE N PLANNERS TITLE: Lie. No. 11484 REVIEWED BY: CRAVEN LANE, BATTLES ALLEY & GEORGIANNA ALLEY C-9 SHEET 5 OF 32 ASSOCIATES HFw PLAN AND PROFILE �o � � ww A 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA24502 Chulott6080 Phone:esville,VA22901 F205164.21 UMBER: FILE NAME: SCALE: DATE: S`rI0NAL �'Phone: 434.31 ww.wwassoc at s.net434.984.2700 516421C—oCO9—RD.dwg H: 1 „=50, 4 18 079 of 26 NO. REVISION BY DATE N0. REVISION BY DATE I�N1V: 1 =10 w L] w 0 w w J H m / 3 v I o_ U v I U N cD LO rn T3 V / W m ^Q WTT V• v c .5 L v v v 0 rn O 6 LO O N v m L a� m L0 O N CHOKER DATA (BUTLER STREET / LORING RUNS I -s ITEM STATION OFFSET w II A 13+38.19 9.00 RIGHT 111 89� iOT I BUTLER STREET L0 R N G R U N 13+48.19 ABT 9.00 LEFT I - (ROAD E EAST) A13+68.19 A13+68.19 9.00 LEFT i N R G T 0 V V A 9.00 RIGHT ; I DES GN SPEED: 20 MPH EE 15+68.72 9.00 RIGHT k� D-72 O 58' RIGHT D-54C ok0� N EX ` POSTED SPEED: 15 M P H F 15+69.90 0 9.00 LEFT OF WAY 16+68.77 9.00 RIGHT D-73 OF WAYHT / - r�r 16+69.63 9.00 LEFT 6 +DO -- �� 18 00 -- _- X 00 g+-/ I Z LINE TABLE - BUTLER STREET / LORING RUN LINE LENGTH BEARING L24 57.86 N28.07'25"W L25 155.07 N00.12'38"W L26 32.83 N30.42'24"W L27 247.35 NO1.11'14"W L28 149.58 N46.07'09"W CURVE TABLE - BUTLER STREET / LORING RUN CURVE DELTA RADIUS LENGTH TANGENT CHORD LENGTH BEARING C11 1 27.54'47" 165.00 80.38 41.01 79.59 S14'10'01 "E C112 30.29'46" 165.00 87.82 44.98 86.79 N15*27'31"W C 1 13 29.31 ' 10" 120.00 61.83 31.62 61.14 S 15'56'49 "E C1 14 44.55'55" 120.00 94.11 49.62 91.71 N23.39'1 1 "W BUTLER STREET -ROAD F EAST LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 13.95 14.00 10+50 14.00 14.02 14.10 14.00 1 1 +00 14.00 14.08 14.20 14.00 12+00 14.00 14.08 14.13 14.00 13+00 14.00 14.14 14.07 14.00 14+00 14.00 14.00 14.08 14.00 15+00 1 14.00 14.01 14.00 14.00' 15 +50 1 14.00' 14.16 LORING RUN -ROAD F' EAST LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 13.93' 14.00' 17+00 14.00' 14.05' 14.05' 14.00' 1 18+00 1 14.00' 14.01' � 0� F3 ammo IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' L 00 1 LL_ IGI rTl 11, n C W 0 1G Lr I w Ln 6 cUCD c i a� a� _ 430 OR N N - n ~ `O 430 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 1 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC. JJK 8114107 TH OF AM DESIGNED BY. PROJECT. REVISION NUMBER: ADDED STR. NUMBERS PER VDOT T11 I w= JJK BELVEDERE PH 1-BLOCKS 3, 4A, 5A, 6B, & 9A 2 ( � -ENGINEERS DRAWN BY. ROAD AND STORM DRAIN IMPROVEMENTS pi ,� • _ SURVEYORS v 9 AS BUILT SnPLANNERS JFR, REG DRAWING NUMBER: DAVID M. SEN TITLE. Lie. No. 11484 REVIEWED BY: BUTLER STREET & LORING RUN C- 10 lk_4� wSHEET 6 OF32 ASSOCIATES HFW PLAN AND PROFILE w�is 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA24502 Chulottesville, VA 22901 F205164.21 UMBER: FILE NAME: SCALE: DATE: ONAL �'Phone: 434.31ww.wwassoc ats.net6080 Phone: 434.984.2700 516421C-cC10-RD.dwg H: 1 „=50, 4 18 0710 of 26 NO. REVISION BY DATE N0. REVISION BY DATE I�N1V: 1 =10 U O L v t rn w m J O U rn 3 v Qf I U v I U N cD L0 rn 3 v 0 m rn Q v rn v c 0 L. 0 v c v v v O w rn O Q6 L0 O N v m a) v a� m c0 u0 O N IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED • • • • • • • • ■•C • 1 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC. JJK 8114107 ADDED STR. NUMBERS PER VDOT NO. I REVISION I BY I DATE N0. REVISION LINE TABLE — COLBERT STREET EAST LINE LENGTH BEARING L13 109.00 S46'07'09"E 0 Q0 to I 0 0 COLBERT STREET (ROAD G EAST) 53' RIGHT-OF-WAY DESIGN SPEED: 20 MPH POSTED SPEED: 15 MPH 10+00 lom DATE 1 1 +00 ITH OP l U DAVID M. iSEN 9 Lie. No. 11484 ,: S`rI�NAL ECG TB-1 12+00 13+00 AS -BUILT SHEET 7 OF 32 LINE TABLE — SHADRACK ALLEY LINE LENGTH BEARING L14 290.00 N43'52'51 "E 20' 10+00 ArEm ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Charlottesville, VA 22901 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net SHADRACK ALLEY (ALLEY j) PUBLIC ACCESS EASEMENT DESIGN SPEED: N/A POSTED SPEED: N/A L� 460 11+00 12+00 13+00 14+00 DESIGNED BY: JJK PROJECT BELVEDERE PH 1—BLOCKS 3, 4A, 5A, 6B, & 9A ROAD AND STORM DRAIN IMPROVEMENTS REVISION NUMBER: 2 DRAWN BY. JFR, REG DRAWING NUMBER: TITLE: COLBERT STREET & SHADRACK ALLEY PLAN AND PROFILE FILE NAME: SCALE: DATE: 516421 C—aC1 1—RD.dwg H: 1 "=50; 4118107 V.-1 =10 C-1 1 REVIEWED BY: HFW SHEET NUMBER: 11 of 26 WWA NUMBER: 205164.21 V) w w z g w w ry rn 3 v Qf I N U v I U N It cD rn 3 v 0 m rn a a� rn v c 0 L. 0 v v v v 0 w rn O CJS L0 O N m L v a� a� m L0 O N LINE TABLE - TYREE LANE WEST LINE LENGTH BEARING L15 130.70 N33°55'40"W L16 128.20 N56'04'20"E L17 44.34 N43'52'51 "E CHOKER DATA �TYREE LANE WEST ITEM STATION OFFSET A 10+57.38 9.00 LEFT A10+58.07 9.00 RIGHT A14+60.04 9.00 LEFT AD 14+61.48 9.00 RIGHT CURVE TABLE - TYREE LANE WEST CURVE DELTA RADIUS LENGTH TANGENT CHORD LENGTH BEARING C104 9"41'08" 320.00 54.09 27.11 54.03 N29°05'06"W C105 90"00'00" 45.00 70.69 45.00 63.64 S11`04'20"W C106 12`11'29" 120.00 25.53 12.82 25.49 N49°58'36"E TYREE LANE -ROAD K WEST LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 9.06 9.00 10+50 9.00 9.06 14.14 14.00 1 1 +00 14.00 14.1 1 14.25 14.00 12+00 14.00 14.05 13.9 6 14.00 13+00 14.00 13.42 14.14 N/A 14+00 14.00 14.04 33 11 w �w O / EX-37 I / D-100 D-102 LOT 51 LOT 47 '/- I I LOT 52 II II LOT 48 a - - 53' RIGHT to LOT 53 I OF WAY - - - LOT 49 CD1 II LOT 54 LOT 50 II II (_TI I I D-118 -,----------- ® 03 � � m O mod rn�� -n - �] Oro �nZ �133 - - - - - - - - n \ c m� 71 0 LOT 43 ''0 ND \ cn D 0I LOT 44 > II I I I I I I LOT 45 I ++ II III D-122 o LOT 46 -2 D I _ � \ Z I III D 117 �j_6 TYREE LANE WEST (ROAD K WEST) 53' RIGHT-OF-WAY DESIGN SPEED: 20 MPH POSTED SPEED: 15 MPH CD c1q 09 540 540 00 00 00 000 d- 00 w LLJ 65 0C 00 530 530 520 520 � 510 510 00 500 500 n c� w N C-)Ji + C)o > o m > LLJ n w ILI U U0 Li w 490 w 490 480 480 Ael: MI III NEW GRADE 470 470 z=J C't z LIDc� - U M _ _ I� 01) 0 N w n � w o > 460 I-- w o 460 - 450 10+00 11+00 12+00 13+00 14+00 15+00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 1 0' 10' 0 1 0' 50' 0 50' HORZ: 1 " - 50' 1 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC. JJK 8114107 TH OF _ DESIGNED BY: PROJECT. REVISION NUMBER: ADDED STIR. NUMBERS PER VDOT T11 = JJK BELVEDERE PH 1-BLOCKS 3, 4A, 5A, 6B, & 9A 2 ( � -ENGINEERS DRAWN BY. ROAD AND STORM DRAIN IMPROVEMENTS p/ ,� • _ SURVEYORS v 9 AS BUILT , JFR, REG DRAWING NUMBER: EN DAVID M. Si PLANNERS TITLE. TYREE LANE WEST C-12 Lic. No. 11484 � REVIEWED BY: �o ,- ww SHEET 8 OF 32 ASSOCIATES HFW PLAN AND PROFILE w�is 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: S`rIONAL �'Phone: 434.31w6wmwassocatsnet434.984.2700 205164.21 516421C-cC12-RD.dwg H: 1„=50, 4118107 12 of 26 NO. REVISION BY DATE N0. REVISION BY DATE 0 0 V: 1 =10 N 0 U I c 0 X) 'v Q I rn a� 3 0 L L v rn 3 v I U v I U cV cD LO rn 3 v W m rn Q rn v c �v L v v v 0 rn O 6 LO O 04 v m L a� a� m O N 5 o /I I LOT 50 O D-123 O D-122 LOT 46 I I l /I I 55' RIGHT D�117 _ I D-119 OF WAY D-118 D-116 I b O � S - I�z / UD-4 D I I l I --- --I -- 8'• W 8"�-�� 8'• W 8,. 8,• I •W 8•, W 8., + � ++ 10+ I � 00- m D-121 D-115 �� 0D-120 I� / C CI C / m EX-39 S 2 \ r C7 r r ro D 114 �Ibl I �� 0C_ oc o� � r o 0 0 h // 0 I I � o 'I'� , I m °v m l _I o _l CD 0 cn Lp O I / / -- -- - M M / I �� 1 001 / / LOT 104 + I III III 1 LOT 79 :E -- -- -- ___ (9sms-- -------=ALLEYv =_ _ =0 LOT 105 EX-40 EX-41 I _ GIBBED _ m LOT 80 I I I I 1 m - T D 24 LOT 106 LOT 81 11 I r 1 r D-112I I I r r r 0 0 o o O T 0 0 0 1 -+ -i I I + 5 ' RIGHT I i --i -i Cr 0) 1 � 1 OF WAY / I + -- -- -� p I �3 0 I I J I [_ D-111 LOT 107 LOT 82 I 53' RIGHT� 5�DWIIT II D-110 53' RIGHT OF WAY-- r OF WAY � X II I 1/ II I I I a �7 y� a a M .• M "2 M "2 .. {�4 ltili ,8 M .,8 �y •,S i „/GCl S W M Mt_± 16M M-(lV+ ,1 +0 1 T+00 6 14+0 m N p ZE I° a 0 wo - - - -jog OD-87 d 041 00o �l �1 LOT 83 �1 �1 �1 - 70 LOT 1 1 3 N 1 `� I J rr1 J m J 1 o m -0 0 r O O 41 41 _ O LOT 84 1 III I 0-) Cn o LOT 1 1 4 / I I I 1 II D-107 2 HARROW DR SE WEST 55' R OHTOE-WAY DESON SPEED: 20 MPH POSTED SPEED: 15 M P H FARROW DRIVE -ROAD D WEST LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 15.13' 15.00' 1 1 +00 15.00' 15.05' N A 15.00' 12+00 15.00' N/A 14.22' 14.00' 13+00 15.00' 15.30' LINE TABLE - FARROW DRIVE WEST LINE LENGTH BEARING L50 267.94 S46'07'09"E CURVE TABLE - FARROW DRIVE WEST CURVE I DELTA RADIUS I LENGTH ITANGENTI CHORD LENGTH BEARING C127 1 45'00'00" 45.00 1 35.34 1 18.64 1 34.44 1 S23'37'09"E ADD SON & COLE STREET WEST 53' R OHT OR WAY DES CN SPEED: 20 MPH HOSTED SPEED: 15 MPH ADDISON STREET -ROAD "L" WEST LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 14.00 14.00 10+50 14.00 13.94 14.05 14.00 1 1 +00 14.00 14.07 14.07 14.00 12+00 14.00 13.95 N A 14.00 13+00 14.00 14.01 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 1 0' 0 1 0' 50' 0 50' HORZ: 1 " = 50' CHOKER DATA- (ADDISON & COLE STREET WES ITEM STATION OFFSET AA 16+37.16 9.00 LEFT AB 16+37.16 9.00 RIGHT COLE STREET -ROAD ' E WEST LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 13.88' 14.00' 14+00 14.00' 13.95' 13.96' 14.00' 1 15+00 14.00' 14.06' 14.00' 14.00' 1 16+00 14.00' 14.06' LINE TABLE - ADDISON & COLE STREET WEST LINE LENGTH BEARING L51 382.50 N46'07'09"W L52 200.00 S43'52'51 "W CURVE TABLE - ADDISON & COLE STREET WEST CURVE DELTA RADIUS LENGTH TANGENT CHORD LENGTH BEARING C128 90'00'00" 45.00 70.69 1 45.00 63.64 S88'52'51 "W C129 45'00'00" 45.00 35.34 118.64 34.44 S21'22'S1 "W �" Ll )I I CV " I LLJ I LJ '-'1 ' 1 - w U ' (, Q � U) V) UJ ", i lJ o� w- w 440 N 440 460 ~ �' N '_ ~I 1 1 450 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC. JJK 8114107 TH OF _ DESIGNED BY: PROJECT: REVISION NUMBER: ADDED STR. NUMBERS PER VDOT T11 = JJK BELVEDERE PH 1-BLOCKS 3, 4A, 5A, 6B, & 9A 2 ( � -ENGINEERS DRAWN BY. ROAD AND STORM DRAIN IMPROVEMENTS p/ ,� • _ SURVEYORS v 9 AS BUILT , PLANNERS JFR, REG DRAWING NUMBER: DAVID M. SEN TITLE: 2 FARROW DRIVE WEST, ADDISON STREET & COLE STREET WEST C-13 � Lie. No. I I484 � REVIEWED BY: �o ,- ww SHEET 9 OF 32 ASSOCIATES HFW PLAN AND PROFILE w�is 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: 1 Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: S`rIONAL �'Phone: 434.31 ww.wwassoc at s.net434.984.2700 205164.21 516421 C-cC 13-RD. dwg H: 1 "--50, 4118107 13 of 26 � NO. REVISION BY DATE N0. REVISION BY DATE IN1 V.-1 =10 a� 0 c 0 U T v U / 3 v I U v I U N cD L0 rn 3 v rn m 1n Q rn v c �v L 0 v v v 0 rn 0 Q6 0 N v m a) v a� m (0 u) 0 N COLVIN ALLEY - ALLEY U LEFT EDGE OF PAV. RIGHT EDGE OF PAV. ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 7.77 7.00 18+00 7.00 6.70 7.37 7.00 19+00 7.00 7.41 7.01 7.00 19+50 7.00 7.03 7.54 7.00 20+00 7.00 7.17 7.53 7.00 20+50 7.00 6.80 LINE TABLE - CATY LANE & COLVIN ALLEY LINE LENGTH BEARING L41 217.09 N56'04'20"E L42 49.16 N43'52'51 "E L43 290.00 N43'52'51 "E L44 108.00 N43'52'51 "E L45 197.00 N46'07'07"W L46 82.19 S43'52'51 "W L47 25.65 S09'41'41 "W CURVE TABLE - CATY LANE & COLVIN ALLEY CURVE DELTA RADIUS LENGTH TANGENT CHORD LENGTH BEARING C123 12*11'29" 45.00 9.58 4.81 9.56 N49'58'36"E C124 90'00'00" 37.00 58.12 37.00 52.33 N01'07'09"W C125 90'00'00" 37.00 58.12 37.00 52.33 S88°52'51 "W C126 34'11'10" 22.00 13.13 6.77 12.93 S26°47'16"W 1 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC ADDED STR. NUMBERS PER VDOT NO. REVISION JJK 1 8114107 - SAN AN ED 20' ACSA - _ SEW ESMT20 _ 8 SAN - SEW ACSq SAN ESMT (TYP) B5, - � __--_ FP R - _ - 8" SAN / - - -8„ SAN- --- 8 ' Sq _ro- 1 + - I DDIS N T _ C�J. - - - - - - - -� ----- -o4 -114 D-113 _ _k6,.,�W .. �„ko d /e / / co �.pY FUTURE TH -�- / v D- I2 LOT 70 D-107 o � � r; 4 i 53' RIGHT I I \ � \ � D-1161 i OF WAY D-1271 � I � FUTURE TH D 106 44 oo D-115 LOT 55 (DPLX) LOT 63(DPLX) D-110 10 LOT 71 D 117 L FLOT72 H 3 a1 _ D-122 iip 3 a LOT 56(DPLX) Cj LOT 64(DPLX) / I - O - - - FUTURE TH O 8`?'YR� WL - I o a 3 - - - - - 1 m LOT 73 1.2 LOT 57(DPLx) I I I LOT 65 5 _ p LOT 74 (DPLX) FF ' 1 I 53' RIGHT LOT 58(DPLX) I I I LOT 66 D-121 G. illt�l OF WAY D-123 a O 6 a LOT 75 (DPLX) o I D-118 r 4-- -- -- � FUTURE TH Ili w ' LOT 59 3 o iCO / 55' RIGHT LOT 67 a O LOT 76 I I o OF WAY FUTE LO60 H �I W / -- -- --� C 0 �o O FUTURE TH a D 1 1 / LOT 61 LOT 68(DPLX) 53 RIGHT ;T 77(DPLX) O _ OF WAY 1 a I- - - FUTURE TH - - - - 62 I I LOT 69(DPLX) LOT 78(DPLX) / 1 „+OOJ -� - _�� 8"------- - _ I� - � O J' - D-100 ti N 10 0 / 0 ' g' 1 o 99 / 0-) 1 � 0 / \ LO EX-37 o~ \ co 00 � +� + o o o 0 1 0 ow��a�� wig 10+00 REVISION 1 1 +00 12+00 13+00 IH op U DAVID M. SEN 9 Lie. No. 11484 �o�is{ww S`rIONAL BY DATE I�N1 L 1=1110 14+00 15+00 AS -BUILT SHEET 10 OF 32 co J 16+00 00 0 J 17+00 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA 24502 Charlottesville, VA 22901 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net CATY ALLEY (ALLEY w) 20' PUBLIC ACCESS EASEMENT DESIGN SPEED: N/A POSTED SPEED: N/A COLVIN ALLEY (ALLEY u) 20' PUBLIC ACCESS EASEMENT DESIGN SPEED: N/A POSTED SPEED: N/A IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 ' - 10' 10' 0 10' 50' 0 50' HORZ: 1 " 50' 18+00 19+00 20+00 DESIGNED BY JJK PROJECT BELVEDERE PH ROAD AND 1-BLOCKS 3, 4A, 5A, 6B, & 9A STORM DRAIN IMPROVEMENTS REVISION NUMBER: 2 DRAWN BY. JFR, REG DRAWING NUMBER: TITLE: CATY ALLEY & COLVIN ALLEY PLAN AND PROFILE FILE NAME: SCALE: 516421 C-aC14-RD.dwg H: 1 "--50' V.-1 =10 DATE: 4118107 C-14 REVIEWED BY: HFW SHEET NUMBER: 14 of 26 WWA NUMBER: 205164.21 a) 0 U d c 0 rn 3 v I Ln U v I U cV cD 1n rn 3 v / 0 m rn a a� rn v c v L. 0 v v v 0 rn 0 Q6 L0 0 cV v m L a� m c0 L0 0 N G B B O N S ALLEY (ALLEY v) 20' PUBU C ACCESS EASEMENT DES CN SPEED: N/A POSTED SPEED: N/A —-------- D— D-121 D-115 II W D-120 \ I C CI CI r c- D-114 ® It I r r� r� �� r r Ib 0,— O C 0, , C r r O O ~ 1� 1� -�� 0 o I� NmI 6 �I o I =I CD_q I U cn I 10 I = =I 1 = I � I� I I I h7 CD CD-127 ly I �GIBBONALLEY v I I �L� I I I I I I I I I r I r I -0I r 2 O O 0 I O� a 41 I Co J Li. 0 o r r Ln 0 GIBBONS ALLEY — ALLEY LEFT EDGE OF PAV. RIGHT EDGE OF PAV. ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 7.37' 7.00' 10+50 7.00' 7.37' 7.23' 7.00' 1 1 1 +00 1 7.00' 7.27' 7.17' 1 7.00' 1 12+00 1 7.00' 1 7.33' III �1 D z, I II 1241 II DI COLBERT STREET WEST (ROAD G WEST) 53' RIGHTOF-WAY DESIGN SPEED: 20 MPH POSTED SPEED: 15 MPH o IL — I D� 05 J 53' RIGHTIF I OF TB-1 m 1 COLBERT STREEP2+00 II O COLBERT STREET —ROAD G WEST LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 14.12 14.00 10+50 14.00 13.93 14.17 14.00 1 1 +00 1 14.00 13.93 14.19 14.00 12+00 1 14.00 13.91 LINE TABLE — GIBBONS ALLEY LINE LENGTH BEARING L53 272.50 S46.07'09"E LINE TABLE — COLBERT STREET WEST LINE LENGTH BEARING L54 214.61 N46.07'09"W IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " — 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' I� cD C14 OD W J 540 ` � 540 550 CN 550 x It w Z 530 530 540 540 520 520 530 530 PNII El 510 `n 0 510 520 520 w 500 UJ 500 510 LO 510 > > r7 cO Li- LL 0 LaJ N N 490 0 w > 490 500 500 Q _ > — — — o LL 480 480 490 490 470 470 480 z LL 480 co AS —RI III T Ll)x — N = Q 460 o _ _ 460 470 tij 470 450 1 1 1 1 1 1 1 450 460 460 10+00 1 1 +00 12+00 10+00 1 1 +00 12+00 13+00 1 ADDED UTILITY CROSSINGS, UNDERDRAINS, SIGNAGE ...ETC. JJK 8114107 TH OF _ DESIGNED BY: PROJECT. REVISION NUMBER: ADDED STR. NUMBERS PER VDOT T11 = JJK BELVEDERE PH 1-BLOCKS 3, 4A, 5A, 6B, & 9A 2 ( � W�J� ENGINEERS DRAWN BY. ROAD AND STORM DRAIN IMPROVEMENTS pi ,� • _ SURVEYORS v AS BUILT , JFR, REG DRAWING NUMBER: DAVID M. SEN i PLANNERS TITLE. GIBBONS ALLEY & COLBERT STREET EAST C-15 Lie. No. 11484 SHEET I I OF 32 ASSOCIATES REVIEWED PLAN AND PROFILE L4� PO Box4119 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: S`rIONAL �'�� Phone: 434.31 ww.wwassoc at s.net6080 Phone: 434.984.2700 205164.21 516421 C—cC 15 —RD. dwg H: 1 „=50, 4 18 07 15 of 26 N0. REVISION BY DATE N0. REVISION BY DATE I�N1 V: 1 =10 3 v O 0 V) I cn U v I U cV cD L0 rn 3 V) m Q v c �v L 0 c v v v 0 rn O 6 u7 O cV m L v a� m L0 O N __ - D-�06 MHT y— _ � � y � k ' 12 — \\ \�\�� \°---------- O3 v -- -- --�---- — ---- —�— — W 8" W 8 W --- �6 D— 1 F FUTURE TH D-t07 D°-`, / o LOT 70 80o -7i I 0-114 01-30 TOP-479 70P-48210 \ / ' 7DP-482. D-1 D -110\ s e FUTURE TH D-1 6 DI-1 — — — _ _ _ — — -38 LOT 55 (DPLX) LOT 63(DPLX; TOP-484 DI . LOT 71 �P- J.68 r I --I J/ \ — D-122 DI-388 I I L FUTURE TH / — — — — — — — — _ _ _ _ _—_ _ D-tOS NH-1 °SF ' I TOP-488°71 LOT 56(DPLX) LOT 64(DPLX) LOT 72 / — — — — —'— / FUTURE TH _ LOT 73 \ \ 8 LOT 65 8., LOT 57(DPLx) °yF \ E FF — — a W $ 8"w J LOT 74 DPLX N O III I I I I D-123 =� 117 �30 LOT 58(DPLX) LOT 66 LOT 75 (DPLX)° 63 �I II ,3 TOP-487.1 F H LOT 59 \ oCOi LOT 67 FUTURE TH - - LOT 76 o 3 LOT 60- \ o FUTURE TH \- LOT 61 LOT 68(DPLX) LOT 77(DPLX) FUTURETH — — LOT 62 (\ LOT 69(DPLX) 1 LOT 78(DPLX) �/ ! Hi 1 — ° / \ 1 DWBJ \ ro 120 DI� w 00 N r7 N o \ \ \\ O / o o o oo � 00 / \ 0 0 0 0 0 — ! 3 \� I _ _ w D-91A DI-1 W I I I I P-477.08 —WI IN IN w w w INco 7 \ / co J \ D-91 DI— coo GLE GLE GLE GLE GLE GLE GLE GLE GLE GLE I \ I I I I I I � \� 00 \ \ w w w w w w w w w w w w °yF\ O~ O ~o r o o \ \ \ \ I I \ \ / I / J O O - _ iNv R18 w J I \ \ \ D-87 a- � \ I F INV 44 OUT \ \ LOT 9 5 I — — — a-3 4 D-66 a- - - - - -449°59 \ \ _ LOT 126 11 11 11 F/ \-444.10 D-89 DI-3B / \ \ is, \ - TOP-468°51O \\ \ \ / /— 443°02 / �I \ / — /1f=9T�I-r — — g6 — — — — —I — - — — — — — — — — - - - 0 0 0 o J / \ F TOP-461 24 - D-64 DI-38 LOT 116(DPLX) \ \ a TOP-494°12 �: / / I \ I LOT 127 - y -65 DI-3e TOP-480. d � TO T I P 490°87-494.17 / \ \ TOP / ----------- - o ' a-.ig LO? - MH-1 24 DI-3B9 -94 DI-30C / x X °= I o _ T8P-481.41 DP - \ TOP-465.05 TOP-462.75 // // o o ~ o ~ I TOP-4{1. 0 / / I ( LX) TDP-�91 O— \ v0� \ / / o / / \ LOT 128 o 1 � �D-95 -1 1 -3BB \ \ \ / \ \ \ \ / �., aTOP-48227 1 D COT II ro \ / D-60 a d 7 m- a-3B8 77 D-77 TOP-478. D-82 'a-sD TOP-481.08 / - < TOP-462 74 773.78 a \ / \ \ \ 70P-477 50 / - TOP-488. D 59 DI-38 D-75 MH-1 ♦ \ \ oy \ \ \ b LOT 129 TOP-488°40 UN REPNR F \ 0 " w 8,• w w / T \ / // 311 ° �. TOP�473 8 ` � \ T n \ / / ` °�O,o � D-57 TOP-46s04 \ Z \ ` �J 178P 'cT B NOTE. AL DESIGN COMPUTATIONS (INCLUDING ROUTING ND SER \ ° \\ B o A DESIGN) FOR FACILITY #4 ARE INCLUDED IN THE BELVEDERE — PHASE e I ROUGH GRADING, ESCM, AND SWM PLAN (WPO 2006-00048), THE ROUGH L GRADING, ESCM, AND SWM PLAN WILL BE AMENDED TO REFLECT THE \ �\ / // / SOT o °Ia - -- L------- -- -- / // j / ` �3r ` a / s o I MINOR GRADING CHANGES SHOWN IN THIS PLAN. \ `� — \ \ / / � F DRIVE / V A V A D-54A DI-388 V A MATC H LI N E TOP-458.88/ \ THIS SHEET _�o F 9 \� o� / e 1 \ \ Gyp t a-42 / o� / \ \ TOP-67 O/ \ \ % \ II i WM E-XISTIIVG 1.24 /TOP-48t.24 37-7 D-56 DI- �D O S TOP-480 81 � .• / '6 14, �2 \ �1 s \ / < /' ° TOP yF\ \ \ \ / / / ♦ W e DI-38 GP 466s 9 / / END OF P \ y / / � � 8• w T-se ° � / / AS—BUILTS D-73 DI-388 TOP-480.00 > IF THIS DRAWING IS A REDUCTION °o \CbOil GRAPHIC SCALE MUST BE USED lb' DPP \ SCALE: 1 " = 60' \ ��s� \ LOT 379 STo Aa hNo a w F H D-72 DI-3B8 /'� \ S'� \ / \ , a • ¢ Q LOT 380 \ / D-54A DI-3B8 \ \ \ \ \ \ MATCHLINE TOP-458°ea 60' 0 60' THIS SHEET 1 ADDED SWM ACCESS, ROAD OUTFACE, TH OF � DESIGNEDJJK: BELVEDERE PH 1—BLOCKS 3, 4A, 5A, 68, � g,q REVISION NUMBER: REV. SD LAYOUT, CEMETERY PATH OUTFALL, ...ETC. JJK 8114107 l 1 ( — ENGINEERS DRAWN BY: ROAD AND STORM DRAIN IMPROVEMENTS pl ,• _ SURVEYORS AS BUILT , JFR, REG DRAWING NUMBER: DAVID M. SEN i PLANNERS TITHE. OVERALL PLAN — STORM DRAINS C-16 � Lie. No. 11484 SHEET 12 OF 32 REVIEWED BY: �o ww ASSOCIATES HFW ;4 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: 1 Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: �SSI� ECG Phone: 434.316.w.w Phone: 434.984.2700 205164.21 516421 C—aC16—SD OV.dwg H. N"A60' 4118107 16 of 26 NO. REVISION BY DATE N0. REVISION BY DATE 0 0 www.wwassociates.net / L,Rmmszv■ r= MAN II 0N 'TtV It Ivu LLV IIUIv I- --- --- `tYV 'tJV `tJV 't/V I I I I rn L ID I� r 0) — N n4 ^11 430 430 420 420 460 11 - 460 o)1 z z z z z z z �z N LC)z z z — — — — — N — — — — O O O >177 + f 6i6z - - -420 450 1 ADDED SD PROFILE D-96 TO EX-38A, 1�11TH OF � DESIGNEDJJKPROJFCT, , � BELVEDERE PH 1—BLOCKS 3, 4A, 5A68� g,q REVISION NUMBER: INVERT SHAPING & SAFETY SLAB NOTE JJK 8114107 lAM 1 ( � — ENGINEERS DRAWN BY. ROAD AND STORM DRAIN IMPROVEMENTS pi ,� • _ SURVEYORS v 9 AS BUILT SnPLANNERS JFR, REG DRAWING NUMBER: DAVID M. SEN TITLE. STORM DRAIN PROFILES C— 1 7 � Lie. No. 11484 SHEET 13 OF 32 REVIEWED BY: �o ww ASSOCIATES HFw � w�is 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: S`rIONAL �'Phone: 434.311 .6t08� socPhone: 434.984.2700 205164.21 516421 C-oC17-SD.dwg V: 1 `50' / 17 of 26 NO. REVISION BY DATE N0. REVISION BY DATE I�N1 4 18 07 rn 3 v V) I Do U v I U N cD L0 / 3 v 1n m rn Q rn v c v L. 0 C v v NO 0L 0) O Q6 O N m a) a� v a� m O N / �mRw - W QN T*Y4713 `Y F-M W4 '01 � -w� •• i7YYl�J lwi n ir�r,r ..,.. wm� Mm� smm� ,__.r_�� TTV .. — TTV TVV — TVV TVV TVV y Z z 00 N z ro z Z00 C6 1.0 z z V z z z z z z 77 430 — — — — — — 430 440 — kt=i — 440 420 — — — — — — — 420 1 ADDED INVERT SHAPING & SAFETY SLAB NOTE JJK 8114107 TH OF _ DESIGNED BY: PROJECT. REVISION NUMBER: 2 REVISED THROAT LENGTH STRUCTURE D-82 TO 10' JJK 1115107 T11 M JJK BELVEDERE PH 1-BLOCKS 3, 4A, 5A, 6B, & 9A 3 ADDED STRUCTURE 93A ('r ENGINEERS DRAWN BY: ROAD AND STORM DRAIN IMPROVEMENTS V_A _ SURVEYORS JFR, REG DRAWING NUMBER: AS BUILT TITLE: DAVID M. SEN i PLANNERS STORM DRAIN PROFILES C-18 � Lic. No. 11484 SHEET 14 OF 32 REVIEWED BY: �o t ww ASSOCIATES HFw �V�iS l PO Box4119 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: S`rIONAL �'�� Phone: 434.31ww.wwassocats.net6080 Phone: 434.984.2700 205164.21 516421C-aC18-SD.dwg V.. >»_��. 18 of 26 NO. REVISION BY DATE N0. REVISION BY DATE I�N1 4 18 07 3 0 V) I rn 3 v I 0 N cD L0 / 3 v / m U) Q a� rn v c �v L 0 v c v v v 0 rn 0 L0 0 N m L a� a� a� m co L0 0 N 520 t! t!tltl�� . t!�-. tl.�. mil■` � m G7�iMISnML.?A • i4ollI li h_i_-m '�f��l+�r►i E1�� rmm om WAN 9 n 11. ILLI n M 1 n n n t. I 1 n 1 1. n 1. n A I I— —1 n 450 x X 450 460 460 w_ - - - -n OU- (.D =)CDz z I�Z ZZ I�Z �Z Z Z I� zz Lnz zz Z I_ z`- 440 0 0 — — — — — — 440 450 — — 450 NOTES : 1. SAFETY SLABS (SL-1) ARE REQUIRED FOR ALL 540 540 STRUCTURES GREATER THAN 12' IN HEIGHT. 2. PROVIDE INVERT SHAPING (IS-1) ON ALL STORM DRAIN MANHOLES AND INLET STRUCTURES. 530 530 520 520 510 510 m AJ000 cD incD cD cD cD cD = — J J J Jit J J J 00 J q-t Z I It. t 500 500 490 490 0 480 480 — 1" 4 i.74 LIF O `� 470 o ° 470 Cb 00 oo rn ° IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 0 460 460 VERT: 1 " = 10' Q z ' Q 10' 0 10' LIU Z r7 z z Z z Z cD Z z Z Z Z L0 rn — — — r- — � — — — — — — _ z_ _ 50' 0 50' 450 — — — — — — — — — —ED— — 450 HORZ: 1 " = 50' 1 ADDED INVERT SHAPING & SAFETY SLAB NOTE JJK 8114107 _ DESIGNED BY PROJECT. REVISION NUMBER: 2 STR. D-127 TOP ADJUSTED TO MATCH ALLEY PROFILE DMJ 9128107 OF Dj i JJK BELVEDERE PH 1—BLOCKS 3, 4A, 5A, 6B, & 9A 2 = ENGINEERS DRAWN BY: ROAD AND STORM DRAIN IMPROVEMENTS SURVEYORS AS_ BUILT , JFR, REG DRAWING NUMBER: DAVIDM. SEN PLANNERS TITLE: � Lic. No. 11484 � REviEWED BY:STORM DRAIN PROFILES C-19 SHEET 15 OF 32 ASSOCIATES rtl HFW �0AZv/ PO Box4119 1402 Greenbrier Place SHEET NUMBER: Lynchburg, VA24502 Charlottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: ssjONAL ��G Pbone:434.316.6080 Phone:434.984.2700 205164.21 516421CC19-SD.dg V..> »_��.411810719 of 26 -aw NO, REVISION BY DATE NO. REVISION BY DATE www.wwassociates.nel NOTES : a em IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1. SAFETY SLABS (SL-1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 2. PROVIDE INVERT SHAPING (IS-1) ON ALL MANHOLES. 7�C TERMINATE CONCRETE PIPE WITH A STANDARD END SECTION, STANDARD ENDWALL, OR TE INTO ANOTHER DRAINAGE Fill Slope STRUCTURE, SEE PLANS FOR REQUIRED RUC TYPE OF STRUCTURE. SEE NOTE 4 NOTE: MORTAR CONCRETE ANCHOR PIPE INTO THE WALL IF PRECAST BLOCK SEE STRUCTURES ARE USED. DETAIL B / r SEE PIPE BEDDING NOTE 2 SHALL NOT BE � I BENT JOINT USED PPE (A REQUIRED) + + JOINT LENGTH JOINT M ' s4 BARS REQUIRED I a B" C-C I I 04 BARS REQUIRED EACH WAY � a 5" C-C EACH WAY T T — — v-qr 17 -- . PLAN i - IIV _--- _ O ---_—_ NOTE: NOTES ANCHOR BLOCK MAY BE f 1. CONCRETE FOR ANCHOR BLOCKS SHALL BE 4000 PSI UNN NUM. ROUND OR SQUARE 2. REQUIRED CONCRETE PIPE. SEE PLANS FOR LIN. FT. QUANTITIES. — — — — — , THE LIN. FT. OAST FOR THE PIPE IS TO INCLUDE FURNISHING AND `3. ANPLACING THE CHOR BLOCKS. LA�_ INHERE ANCHOR BLOCKS ARE REQUIRED, THEN' ARE TO BE INSTALLED AT EVERY OTHER PIPE JOINT UNLESSOTHERWISE SPECIFED.TYPLJr1CHDR 4. REQUIRED CONCRETE PIPE MUST BE TERMINATED AT THE TOE OF IWALLEG AT PIPE JOINTS THE FILL SLOPE WITH AN APPROPRIATE END TREATMENT. FOR 3 :1 04D VIEUI SLOPES AND FLATTER THE PIPE MAY BE TERMINATED WITH A STANDARD W AS SPECIFIED ON THE PLANS END SECTION OR TED II'VTO NVOTHER DRAINAGE STRUCTURE. FOR SLOPES (D + 4' IuINIMUM) STEEPER THAN 3 :1 (MAX 1/2:1) THE PPE MUST BE TERMINATED WITH A TYPICAL AIICHIOR BLOCK STANDARD ENDWALL OR AINOTFER DRAINAGE STRUCTURE APPROVED BY T- B" FOR D w 1211 - 4211 CAST NXG%t WITH PPE THE ENGINEER. T- 8" FOR D - 48" & LARGER DETAIL B CONCRETE PIPE SKCMTM TYPICAL METHOD OF INSTALLATION FOR PIPE ON FILL SLOPE VIRGINIA DEPARTMENT OF TRANSPORTATION 1 ADDED AS NEW SHEET AND RENUMBERED SHEETS AFTER JJK 8114107 'TH OF _ DESIGNED BY: PROJECT. REVISION NUMBER: ( � WA= JJK BELVEDERE PH 1—BLOCKS 3, 4A, 5A, 6B, & 9A — ENGINEERS DRAWN BY. ROAD AND STORM DRAIN IMPROVEMENTS pi ,� • _ SURVEYORS v 9 AS BUILT SnPLANNERS JFR, REG DRAWING NUMBER: AVID M. SEN TITLE. STORM DRAIN PROFILES C-20 Lic. No. 11484 SHEET 16 OF 32 REVIEWED BY: �o — ww ASSOCIATES HFw �w/'is 1 PO Box4119 1402 Greenbrier Place SHEET NUMBER: ti Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: wwwmwask�41 ONAL �'�� Phone: 434.31 608 socatesnet434.984.2700 205164.21 516421 C-oC20-SD.dwg V.. 1 `50' 20 of 26 NO. REVISION BY DATE N0. REVISION BY DATE I�N1 4 18 07 N c 0 U N V) v 0 U / v, 3 v U I U 0 / v, Cn 3 v rn Q v, v �v 0 -v v -v v 0 w 0 LO 0 N Cn W -v W m (0 0 N m 0 0 Ln N � II II II 0- LLJ o m Q � J � U LJ m m O z m U) 53' R/W 2" SM-9.5A SURFACE COURSE 3" BM-25.0 ASPHALT 6" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21 A Z/2%FOR THICKNESSES SEE DESIGN BELOW 2% i CG 6 2% CG 6 2% L Q ` Q LO y D_ _ W U) II LLJ _ z Ln Q II a_ LLJ z _ Q Ln (/ J y J W LL U) z L z O LLJ U m Q LLJ O z U Q m z II Co � L_ m Q C_ Q n_ m TYPICAL SECT ON 53' 2-WAY STREET (WITH NFORMAE ON -STREET PARK NG) NTS NOTES: 1. THIS SECTION APPLIES TO LORING RUN, TYREE LANE, COLE, BUTLER, COLBERT EAST & WEST, & ADDISON STREETS (ROADS F, K, E, F1 , G & Q. 2. DESIGN SPEED = 20 MPH. 3. POSTED SPEED = 15 MPH. _t N Ln CO in L-n II LLJ cc O II Cl-y O II J Q w Q J Q J LL Q z Q LJ m J C m U z Z Q J 3: w U� � LL LL m BELVEDERE BOULEVARD 62.5' R/W TRANSITION SECTION (FAIRVIEW SWIM CLUB ON THE LEFT) STA: 43+76.58 45+96.63 DES GN SPEED: 25 MPH POSTED SPEED: 20 MPH ICG 6 r') Ln N "t � II II II II Ldz Ld m Q LL � c LLJ m m 55' R/W 2" SM-9.5A SURFACE COURSE 3" BM-25.0 ASPHALT 8" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21 A FOR THICKNESS SEE DESIGN BELOW CL 2% 2% CG-6 r2% 2% CG-6 - Ln Ln Ln II II J D., WQ W IJ I II U) II J W O Un z LPL z O J II Ld U m Q J Ld Q O O II z U m z o II m LLJ z Q m J A 1r 1r f- Q J n z m TYP CAE SECTION 55' 2-WAY STREET (WITH N FO R MAEPAR K N G NTS NOTES: 1. PARKING ALLOCATED ON ONE SIDE ONLY, AS INDICATED ON PLANS. 2. NO PARKING ON FARROW DRIVE EAST & WEST EITHER SIDE FROM THE ROUNDABOUT TO THE INTERSECTION OF TYREE LANE AND COLE STREET OR TO THE INTERSECTION WITH TYREE LANE, AS INDICATED ON PLANS. 3. THIS SECTION APPLIES TO FARROW DRIVE WEST (ROAD D). DESIGN SPEED = 20 MPH. POSTED SPEED = 15 MPH. 4. THIS SECTION APPLIES TO FARROW DRIVE EAST BETWEEN ROUNDABOUT AND BUTLER STREET/LORING RUN. DESIGN SPEED = 30 MPH. POSTED SPEED = 25 MPH. 45.3' R/W 34' FC TO FC 1.5" SM-9.5A SURFACE COURSE 5►�--�r BM-25.OA ASPHALT 8 AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21 A 2% 127. CONSTRUCTION PGL II II LLJ LLJ Q Q J J LLJ LLJ Q Q (Y (Y f- f- CG-6 1 2% 't N Ln r) Ln O II II O II II II J z Q LLJ LLJ C U m (Y Q LLJ 0 m LLJ LL_ m � Z Q J 1Z BELVEDERE BOULEVARD 45.3' R/W @ PINCHPOINT SECTION (FAIRVIEW SWIM CLUB ON THE LEFT) STA: 45+96.63 47+61.23 DES GN SPEED: 25 MPH POSTED SPEED: 20 MPH 20' PUBLIC ACCESS EASEMENT 2" SM-9.5A 10' SURFACE COURSE 2% 2% ----8" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21 A w LLJ � Q Q � LL_ J J LL_ m J J m Ld Q Q m m TYP CAE SECTION 20' ALLEY (R ES D ENT AE) NTS NOTES: 1. THIS SECTION APPLIES TO BOWLES, CRAVEN, BATTLES', SHADRACK, COLVIN & GIBBONS, CATY & DAISY ALLEYS (ALLEYS w, e, f 1 , f, g, j, u & v). 2. DESIGN SPEED = N/A. 3. POSTED SPEED = N/A. 20' PUBEIC ACCESS EASEMENT 2" SM9.5A 10' SURFACE COURSE 2% 2% 2% 3.5' - 8" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A II II LLJ II w II LLJ Q Q Li J J Li p� J JLd Ld p� Q Q m m TYPICAL SECT ON : 20' ALLEY (RESIDENTAL) NTS NOTES: 1. THIS SECTION APPLIES TO GEORGIANNA (ALLEY h). 2. DESIGN SPEED = N/A. 3. POSTED SPEED = N/A. 4. AN ADDITIONAL 2" LAYER OF SM-9.5A WAS ADDED TO ALL ALLEYS. NOTE: IN AREAS WHERE PAVEMENT FAILURES OCCURRED, THE PAVEMENT WAS MILLED TO FACILITATE INSTALLATION OF 3-INCHES OF NEW BM-25.OA AND 1.5-INCHES OF SM-9.5A, EXCEPT FOR FREE STATE ROAD WEST (STA. 10+00 TO STA. 11 +35.54) AND BELVEDERE BOULEVARD (STA. 43+23.71 TO 47+61.23) WHERE 4.5-INCHES OF NEW BM-25.OA AND 1.5-INCHES OF SM-9.5A WAS INSTALLED. 61 ' R/W 1 4' 1.90 1 4' FC TO FC FC TO FC 2% - ICG-6 in ^CO ^N N O m Cl_ II m II Ld Lij � m Li- 3: � Q D LJ U/ _D J m O C� O U) z_ LLJ f- Q z,� Q Cl_ 1.5" SM9.5A SURFACE COURSE 5» �-r6r BM-25.OA ASPHALT 8" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21 A 2% 2% 2% CG-2�-- CG-2 2% � CG-6 50' R/W mm- 28' FC TO FC 1.5" SM -9.5A SURFACE COURSE RSEr�j6 BM-25.OA ASPHALT " AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21 A CG 2 11 / 2% _ CG-2 I 2% 50' R/W 28' FC TO FC 1.5" SM9.5A SURFACE COURSE "� BM-25.OA ASPHALT ///,5' 6" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21 A 2% 2% CG-2 2% J N N w o II 0- JLLJ Ln U n U ' Ln Ln o Ln O Ln O - II LQ Ln O O z Q f- J J W f- U m U) z f- Z Q � Q � LJ C) L� L_ D m II Ld O U) U m II LJ z Q J LLJ Q f- II LJ z Q J LLJ Q z F- o U m II W Q O U) II 1Y LJ J J O = II U m z Q J LLJ > Q z Q J LLJ > Q II U m LLJ 0 J J O = BELVEDERE BOULEVARD 61' R/W INBOUND BLVD SECTION (AFTER VILLAGE GREEN) + 66+60.62 - + 67+00 DESIGN SPEED: 25 MPH POSTED SPEED: 20 MPH FREE STATE ROAD 50' R/W INBOUND SECTION (WEST FREE STATE) DES GN SPEED: 20 MPH POSTED SPEED: 15 MPH FREE STATE ROAD 50' R/W INBOUND SECTION (EAST FREE STATE) DES GN SPEED: 30 MPH POSTED SPEED: 25 MPH NOTE: SEE SHEET 13 OF 23 FOR ADD T ONAL_ SECTIONS 1 ADDRESSED COUNTY COMMENTS CR 911106 o� � WAA DESIGNED DM J. PROJECT: BELVEDERE BLVD-PHASE � REvisioN NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 �� = ENGINEERS ROAD �c DRAINAGE IMPROVEMENTS 4 3 ADDRESSED COUNTY VDOT COMMENTS CR 2 9/07 � � �, _ SURVEYORS DRAWN BY:DSe A STONEHAUS DEVELOPMENT DRAWING NUMBER: TT 4 ADDRESSED COE COMMENTS JJK 2/26/07 � � AS B lJ ILT DAVID M. J SEN PLANNERS TITLE: Lic. No. 11484 SHEET 17 OF 32 ASSOCIATES REVIEWED BY: TYPICAL ROAD SECTIONS C-4 HFW "AOA �Zirl/ �/s' PO Box 4119 1402 Greenbrier Place SHEET NUMBER: Lynchburg, VA 24502 Charlottesville, VA 22901 W WA NUMBER: FILE NAME: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 _ No. REV;SiON BY DATE N0. REVISION BY DATE s`S'rONAL �� www.wwasso6ates.net 205164.04 516404C-C4.dwg v: 1 `10 6-14-06 6 of 23 v+ 3 Do O U v I U It O cD L0 rn 3 v 0 m rn Q v rn v c �v L 0 v v v 0 O O CJS L0 O cV v m L m L0 O N / X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - ------------------ Cu DELTA=8°30'00>- -'---__- LENGTH =44.51' --- _ - m RADIUS300' CURVE DATA - - CHORD-44.47' DELTA=3°00' 10" - BEARING=N22°36'31 "E LENGTH= 15.72' WATER (SEE NOTE 1, THIS SHEET) PT RADIUS=300' CURVE DATA 40+17.97 CHORD=15.72' DELTA=57°31'56" D-27A DI-7 PC = 39+73.46 BEARING=N28°21'36"E LENGTH=301 .24' PC TOP=456.89 - 41+46.03 RADIUS300' n- - - - - - - - PT zzz_ CHORD=288.74' - - - - _ - 41+61.75 BEARING=N58°37'39"E m D-16A DI- 's.%ce oo CD D-27 DI-3BB D-28 DI-3B o PC c� TOP=424.82 ��' TOP=4.7W7_ w D-29 DI-3B - 41 +66--:- 0.67 -- EH D-26 DI-3B TOP;.w w w w-w-w-w-w-w-w-w w w w- J D-25B DI-3B D-16 MH-1 TOP=453.93 w w w w - TOP=483.38 D-25 DI- C TOP=443.69 w T0�=437_21-w w 39 eke Lane w- D-22B D- B 3B TO 43 215 H w w w 3 - - 5 6 Re ea, to 0 Reveal o - OP=491 . RGP _, - Bike Lane - %+OO 38+00 +00 _ U a si ion fr m 3s+oo 33 ,-� TYP 41+0 - � 35+00 = - � SIGH _' T 10 � f w w RAP =- - 34+00 - - -�- --F--�iT�i� C 3 CE 75 15- 33+00 3 1) - se ee in Trans. To De resd Curb TYP PT 33+70.79 e --„ Bike Lane l• 32c�■ � 42f�U� ZAU 33 T-p17 B U I -3 B GUARDRAIL I-3CC P=443.6 6 TOP8 44 631 L - -17A DI TOP-443.24 OP=443.70 / /D-18B MH-1� D-15 EW-1 I INV-401 57 J� TOP-439.24 D-18C MH-1 > / TOP=428.90/ / 20' SD ESMT Q J -49' D-18 DI-3B TOP=453.85- - \-STOP SIGN -D-19 DI-31313- - - - TOP=462.01 \-SAN (SEE NOTE 1, THIS SHEET) SEE "ROUGH GRADING, ESCM, AND SWIM PLANS, DATED 6-22-06" FOR SWIM AND E&SC. MV SIGHT TOP SIGN DISTANCE = 335' D-20 DI-3BB SIGHT ES,DISTANCE D-21 DI - MT 3B\ TOP=477.71 TOP=483.52 FSM\ ~Rcp CE "K rN s5 A!� s0 TA x0 D-22 D -3B \ TOP=496 66 SIGHT DISTANCE ESM'T H - tea® �� d��r�■� �� ■�..•��a��s o��r� �rr��a� �a��c� ��■iri� ■�u� -- - iA� � •• C•71111A��itif�4 [•�- ��i �•��iA�{!� rf`•i'+��■ll� C.ill��9i'�� rL•i'A��©�i111r�i>r�� rL•�� Cillf�t•�'•i� �Lti'A._. ��11■fiiiL•�� '• �1��1��Mi�l�Ol�7lJw�V��wl� �• _ ��A�� • ��E'�[•.►iA��l�i�[•.t7W� �•••- ��vl��■lJ-C- ��-Cil�o��:�1�".�C F F-�:�ril�li��a•,��:�Fi�l-� ■L��Fi�IJ��I��••,fir-ill--�:�r-iuO�►J��r-i�l- • 9! TMLNHE •JAI Nl LMET9Y �gCri�L•lJ�9LJ�9�iil L" L' @ U NMI Me tii� t•� Il:�Imrm I 1�\ A. � :'�'1� ffid K HOO'�■lm�s 04l!_I�is_�■i� l�. . G:�I� e. .. E.�i��` ��J■1��7R'��1w�t'J [J:17�.*.lr.:�r•� �id�iil�•_�aJ�■�111:�•]�!.!�!filr�7 �.-�■�tr.7C��nr�� ll;�i7� 33+00 34+00 1 ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY VDOT COMMENTS 3 ADDRESSED COUNTY VDOT COMMENTS 4 ADDRESSED COE COMMENTS 5 ADDRESSED VDOT COMMENTS 6 ENTRANCE REVISIONS 7 ADDED PROFILE UNDER SIGHT DISTANCE NO. REVISION LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 17.00' 17.00' 33+00 17.00' 16.87' 17.19' 17.00' 34+00 17.00' 16.76' 17.20' 17.00' 35+00 17.00' N/A 17.19' 17.00' 36+00 17.00' 16.84' 17.19' 17.00' 37+00 17.00' 16.74' 17.25' 17.00' 38+00 17.00' 16.76' 17.25' 17.00' 39+00 17.00' 1 16.88' 17.22' 17.00' 40+00 17.00' 16.76' 17.22' 17.00' 41 +00 17.00' 1 6.76' 17.10' 17.00' 42+00 17.00' 16.80' 17.12 17.00' 43+00 17.00' 16.83' 17.15' 17.00' 44+00 17.00' 16.87' 17.85' 17.00' 45+00 17.00' 16.96' NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I - WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1 /06) IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 10+00 11+00 12+00 13+00 CR 911106 DESIGNED BY: PROJECT REVISION NUMBER: CR 10126106 �'' IV op V = DMJ BELVEDERE BLVD-PHASE 1 7 CR 219107 f = ENGINEERS DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS _ SURVEYORS DSB A STONEHAUS DEVELOPMENT DRAWING NUMBER: JJK 2126107 � � AS BUILT I JJK 3114107 DAVID M. SEN PLANNERS TITLE: Lic. No. 11484 SHEET 18 OF 32 ASSOCIATES REVIEWED BY: BELVEDERE BLVD PLAN &PROFILE C-S IN TLB 7123107 n Ht ��,h Z /z n /!Si }�� PO Box 4119 1402 Greenbrier Place SHEET N UMBER' /%� V/ i Lynchburg, VA24502 Charlottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: EDH 10117107 �� Phone: 434.316.6080 Phone: 434.984.2700 r 10 205164.04 516404C-aC08.dwg V.. > »=io' 6-14-06 10 of 23 `4 NAL www.wwassociates.net BY DATE N0. REVISION BY DATE ;max `\ ------------------ --- ,-' M \ oil 16 CURVE DATA DELTA=31°40'35; �M gR ----- \- --_ R �\� C , >� LENGTH=1 65.8 ' � � 4 CURVE DATA R , �300 \N\M --_ ----------__ M DELTA=4°56'38" -CHORD=1 3.7 ' \------- _ --- \\ 41 DI 3 / o BEARIN = 71° 3'19"E \ Z0 ` LENGTH27.61' ( CURVE DATA TOP=490 0 / 5gk - - \ CURVE DATA RADIUS=320' DELTA=27°23'19" SIGHT DISTANCE _ ESM T (TYP) DELTA 15'33'09 CHORD=27.60' \ 6OB `\ LENGTH=325.73' BEARING N21°12'09"W LERADIUS=600 DCj \ RADIUS=1 200' CHORD=284.09' \ CHORD324.73' BEARING=N57°34'31 "E R�MD \ BEAR ING=N63°29'36"E 00 m�<v v vg \� \ \ �� _-` DI-3BB w x GR `� \ \�\ 4 \ �EVi i Z C TO=490.43 w M O _ \ \ \ x �O ` �0 \ 49 +g, Og o�gg DgNE I k \ v o y,A \ PRC gEV�= CD-2 D-37 DI-3C 4 +00 \� -24 DI-313 SIGHT DISTANCE335' \ EX \ D-37A DI-3B �� w �' STOP SIGN TOP=482.96 3 TOP=483.35 4g�0 SOP= 06.71 °C \ = 53+72,0 O �> SIGHT DISTANCE ESM'T PG 10+26.92 PC _ - w-33 DI-3B - �� TOP=486.11 - OO 3 O O U v I U It O cD L0 rn 3 v W m Q N v c �v L c v v v 0 rn O 6 L0 O N v m Q) L v a� a� m L0 O N / -35 D� 3B - _ nne _ � X - - - - - STOP=506.90 \ - L51+00 _ U 53+6o CD-2 U + - @- - w D-2 A MH-1 TOP 503.72 \ _ _-+ - - 52+00 00 3 ��2 s,9 ANC -0IsTAlte 80� 5p+p0_ ��-- S\E D _ 3 54+00 0 v�vas IC - U STOP-�^��=w L TOP ES T /� �� 8 SIGN o ' � -� � ww= w 22. 0 J sov T SIG 1 z 0� S D-23 DI-3B DI GE - e+oo o - - 4 O -Lane 1 RCP �D-36A DI-3B = TOP=506.7 Q \ w� 4=0� w w - w - - - D-32 DI-3BB 1 R-36 DI-3CC TOP=483.26 < co 15, SD ESMT TOP=486.01 TOP=482.92 F 9S \ TER SEE NOTE 1, THIS SHEET) II D-31 DI- \ PC - 1 0+ 1 0.07 °fCk R 6' WA ( TOP=483.11 N Cn N I o IN I l� CURVE DATA l� DELTA=26°27' 18" LENGTH 73.88' RADIUS=1 60' CHORD=73.22' BEARING- N31 °57'29"W ONTO GF- D-34 DI-31313 TOP=506.55 STO ADDITIONAL GRADING VAY BE REQUIRED NOTE: ' OBTAIN PROPER IGHT DISTANCE AS REMOVE EXISTING PAVE DETERMINED BY THE/COUNTY ROAD STONE BASE ON FREESTAT R N X ENGINEER OF A VD T REPRESENTATIVE REPLACE WITH BACKRLL, TOP IL ' �� \ ON SITE. SEED ONCE BELVEDERE BOU E \ \ PLACED INTO SERVICE. / M / S� 2�X 1■■t►7■G� I�J■al! ■i�R !L•1_�IJS�1 PT = 10+83.95 66, p / O �© F SIGHT DISTANCE (TYP) w Z / D-39 DI-3B C�� o TOP=485.22 w / _ o � ` n x � G D-38 DI-3B \Z TOP=482.81 D D-38A DI-3BB TOP=482.76 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 17.63' 17.00' 46+00 17.00' 16.24' 17.25' 17.00' 47+00 17.00' 16.88' 17.15' 17.00' 48+00 17.00' 16.97' 17.04' 17.00' 49+00 17.00' 16.59' 22.03' 22.00' 50+00 26.00 25.78' 22.13' 22.00' 51 +00 26.00' 25.78' 22.04' 22.00' 52+00 26.00' 25.88' 22.02' 22.00' 53+00 26.00' 25.96' 26.03' 26.00' 54+00 26.00' 26.05' 26.04' 26.00' 55+00 26.00' 26.05' N/A IROUNDABOUT 56+00 ROUNDABOUT N/A N A IROUNDABOUT 57+00 ROUNDABOUT N/A 25.90' 1 26.00' 58+00 26.00' 26.14' 26.02' 1 26.00' 59+00 26.00' 26.02' NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I - WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1 /06) ■ I � I � I I I I 1 r l I 1 I I 1 I I D I I 1 I _v I I J I J I 1 I I 1 I 1 I I 1 I I I I I �I-1- A �� I _I �1' I �rl n I 1 I I I I 1 I I 1 '' 1 I :_■ I I I I u ■ VI 1 �Iwl I 1 VI I 1 I VI 1 I +I �I� I I I� 1 -I1 1 u)I I IIr) - 1 LI)I�LC) I� I u)lw L1)I 1 Lflli,i 1nl1,1 I lu),_� 1 I LnI� inl_ 1 u) 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 ADDRESSED COUNTY COMMENTS CR 911106 OF ADDRESSED COUNTY VDOT COMMENTS CR 10 26 06 ADDRESSED COUNTY VDOT COMMENTS CR 219107 = ENGINEERS ' SURVEYORS INTERSECTION SITE DISTANCE MODIFIED DMJ 4124107 � AS_ BUILT , DAVID M. SEN PLANNERS ENTRANCE REVISIONS TLB 7123107 � Lic. No. 11484 � ROUNDABOUT WEST ENTRY GRADE REVISED TO 11115107 �o n ww SHEET 19 OF 32 ASSOCIATES ,h Z/z } PO Box 4119 1402 Greenbrier Place i Lynchburg, VA 24502 Chulottesville, VA 22901 ADDRESSED COUNTY COMMENTS DRF 4128108 �`4jONAL �'�� Phone:434.31.6t08� socPhone:434.984.2700 REVISION BY DATE N0, REVISION BY DATE u) W u) O � _ L01 I L 57+00 58+00 DESIGNED BY: PROJECT: DMJ BELVEDERE BLVD-PHASE 1 DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS DsB A STONEHAUS DEVELOPMENT TITLE: REVIEWED BY: BELVEDERE BLVD PLAN & PROFILE HFW WWA NUMBER: FILE NAME: SCALE: DATE: 205164.04 516404C-aC09.dwg H: 1 "=50' 6-14-06 V. 1 "=10' REVISION NUMBER: 7 DRAWING NUMBER: C-9 SHEET NUMBER: 11 of 23 d N L > m O I U v+ 3 O U v I U O cD LO rn 3 v rn m rn Q rn v c �v L 0 v v v 0 rn O LO O cV v m L m c0 LO O N / LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 26.18' 26.00' 60+00 26.00' 26.12' 25.98' 26.00' 61 +00 26.00' 25.99' N/A ELIPSE 62+00 ELIPSE N/A N/A ELIPSE 63+00 ELIPSE N/A N/A ELIPSE 64+00 ELIPSE N/A N/A ELIPSE 65+00 ELIPSE N/A N/A ELIPSE 66+00 ELIPSE N/A NOT BUILT 22.00' 66+83.40 22.00' NOT BUILT N = N cn nr� /�nQ \/!r r_� nn _ �� r_� nn cz nn cn .4 r_c nn cr_ nn — r_� rnn co nn E ��u NOTE 1: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I — WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1/06) . - u w co c0 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71 +00 72+00 73+00 1 ADDRESSED COUNTY COMMENTS CR 911106 � - DESIGNED BY: PROJECT: BELVEDERE BLVD-PHASE � REVISION NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 �TH OF �j _ 6 3 ADDRESSED COUNTY VDOT COMMENTS CR 2 9 07 f'r = ENGINEERS DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS SURVEYORS DSB _ A STONEHAUS DEVELOPMENT DRAWING NUMBER: 4 INTERSECTION SITE DISTANCE MODIFIED DMJ 4124107 � � AS BUILT � TITLE: BELVEDERE BLVD PLAN &PROFILE C-10 5 SITE DISTANCE ESMT NOTES ADDED TLB 7123107 DAVID M. SEN PLANNERS Lic. No. 11484 A: SHEET 20 OF 32 ASSOCIATES REVIEWED BY: 6 ROUNDABOUT WEST ENTRY GRADE REVISED To 11115107 �o�,Z�lis'" t�wPO Box4119 1402Greenbrier Place HFIN SHEET NUMBER: 1 Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 »_0 j0 205164.04 516404C—aC10.dwg V.. >»_i, 6-14-06 12 of 2 NO. 3 S NAL � www.wwassociates.net REVISION BY DATE N0. REVISION BY DATE m m 0 c 0 m N I U a� N U I U O LO 0) m to Q a� +s 0 c 0 0 0 ry rn 0 cD Ln O N m m CD Ln O N SPLITTER DETAILS ROUNDABOUT BELVEDERE BLVD. SW SPUTTER DETAIL SCALE: 1 "=20' R 160' R160' 38 1S 38' R1' R1' 15. c0 0 3' 1.5' 1 4' 9 \ ROUNDABOUT SIDE ROAD NW SPUTTER DETAIL SCALE: 1 "=20' ❑O 0 6 35. 3' 1 6' R 104' o Io 0-) 1 0') VILLAGE GREEN BELVEDERE SW SPLITTER DETAIL SCALE: 1 "=20' 0 r, o 0 + 0.9) 10 I;' CJ1 D , 26' ��' 26.5' 7' R90' N O p c� c, I L 000e ROUNDABOUT BELVEDERE BLVD. NE SPUTTER DETAIL SCALE: 1 "=20' 1.5' 3' O 38' R1' R1 1S. J& R160 R 160' R1' R1' (TYP) 7.2 ' 12' 6, 12' I � / I � ROUNDABOUT SIDE ROAD SE SPLITTER DETAIL SCALE: 1 "=20' VILLAGE GREEN BELVEDERE NE SPLITTER DETAIL SCALE: 1 "=20' 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 LEFT FACE OF CURB ROUNDABOUT RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET ALIGNMENT STATION PLAN OFFSET ASBUILT OFFSET 26.00' 26.00' 10+00 00.00' 0.04' R 25.97' 26.00' 10+50 00.00' 0.13' R 26.01' 1 26.00' 1 1 +00 00.00' 1 0.22' R 26.07' 26.00' 12+00 00.00' 0.01' L 26.14' 26.00' 13+00 00.00' N/A 25.99' 26.00' 13+50 00.00' 0.02' L 26.09' 26.00' 14+00 00.00' N/A 25.87' 26.00' 15+00 00.00' 0.06' R 25.93' 26.00' 15+48.09 1 00.00' 0.18' R NOTES: 1. WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1/06) 2. ALL SPLITTER ISLANDS ARE TO BE PROVIDED WITH CC-2. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1 ADDRESSED COUNTY COMMENTS CR 9 1 06 oEsicNEDM� PROJECT: BELVEDERE BLVD-PHASE REVISION NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 �''_ TH OF �j 4 3 ADDRESSED COUNTY VDOT COMMENTS CR 2 9 07 � ,r ENGINEERS DRAWN eY: ROAD &' DRAINAGE IMPROVEMENTS SURVEYORS DSB _ A STONEHAUS DEVELOPMENT DRAWING NUMBER: 4 INTERSECTION SITE DISTANCE MODIFIED DMJ 4124107 � � AS BUILT � TITLE: DAVID M. SEN PLANNERS � REVIEWED BY: ROUNDABOUT PLAN AND PROFILE C-12 Lic. No. I1484 A: SHEET 21 OF 32 ASSOCIATES HFW �0 Z/2cy/lS' } PO Box4119 1402Greenbrier Place SHEET NUMBER: 1 Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 n 10NAL �'wvvw.wwassociates.net 205164.04 516404C-aC 12.dwg V. 1 =10 6-14-06 14 of 23 NO. REVISION BY DATE N0. REVISION BY DATE V: 1 "=10 SPUTTER ISLAND - SEE DETAILS SHEET 14 2 Ok61 9 P� I 1 I A IM NOTE 1: ti WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. FOR DESIGN AND CONSTRUCTION, SEE BELVEDERE PHASE I - WATERMAIN AND SANITARY SEWER IMPROVEMENTS (9/1 /06) ZZ 1`19 CONTRACTOR TO MAINTAIN ACCESS TO LEVINGSON PROPERTY AT ALL TIMES. SEE PLANS ENTITLED BELVEDERE - PHASE I ROUGH GRADING PLAN, EROSION AND SEDIMENT CONTROL PLAN AND STORMWATER MANAGEMENT (WPO 2005-00007) TB-1 DRIVEWAY DISTANCE=621.18' \ 66+83.40=END PHASE 1 ROAD CONSTRUCTION -SPUTTER ISLAND SEE DETAILS SHEET 14 SIGHT DISTANCE (TYP) 1 ----------------- ------------- NEW GRAVEL DRIVEWAY/ ACCESS ROAD LEFT FACE OF CURB ELIPSE RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET ALIGNMENT STATION PLAN OFFSET ASBUILT OFFSET 22.00' 22.00' 10+00 0.00' 0.01 ' L 1 6.07' 16.00' 1 1 +00 0.00' 0.08' L 16.27' 16.00' 12+00 0.00' N/A 16.12' 16.00' 13+00 6.00' 5.62' 16.18' 16.00' 14+00 6.00' 5.73' 16.19' 16.00' 15+00 0.00' NOT BUILT 16.12' 16.00' 16+00 0.00' 5.68' 15.95' 16.00' 17+00 0.00' NOT BUILT 15.71' 16.00' 18+00 0.00' NOT BUILT 15.89' 16.00' 19+00 6.00' 6.10' 15.83' 16.00' 20+00 6.00' 6.05' 15.95' 16.00' 21 +00 0.00' 0.07' R 15.95' 16.00' 22+00 0.00' 0.07' L 21 .91 ' 22.00' 23+06.68 0.00' 0.02' L I 460 10 co to 9Z to- 460 O rn o w LO �o o� o 450 CDo� N 450 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 1 ADDRESSED COUNTY COMMENTS CR 911106 � - DESIGNED BY: PROJECT: BELVEDERE BLVD-PHASE � REVISION NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 �TH OF �j _ 4 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 f '� = ENGINEERS DRAWN BY. ROAD & DRAINAGE IMPROVEMENTS G _ SURVEYORS DSB A STONEHAUS DEVELOPMENT DRAWING NUMBER: 4 INTERSECTION SITE DISTANCE MODIFIED DMJ 4124107 � � AS BUILT � TITLE: DAVID M. SEN PLANNERS � REVIEWED BY: VILLAGE GREEN PLAN AND PROFILE C- 13 Lic. No. I1484 A: SHEET 22 OF 32 ASSOCIATES HFW �0/n /� n /!Si }�� PO Box 4119 1402 Greenbrier Place SHEET NUMBER: 1 Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 »_ j0 205164.04 516404C-OC13.dwg V.. >»_i0r 15 of 23 NO. , 6-14-06 S NAL � www.wwassociates.net REVISION BY DATE N0. REVISION BY DATE 1L 0- 41 V) (D v tL I U 3 U I U O a 3 41 m Q a� a v c r) c v v 0 rn O (6 LO O N m a� m 0 N / 77C� -35 06 I I /,L GTH=73y� 5° I III 1 RING=9442j351 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' 1 ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY VDOT COMMENTS 3 ADDRESSED COUNTY VDOT COMMENTS 4 ADDRESSED COUNTY COMMENTS NO. REVISION 50' / ,RI OF -WAY 5 W - w _ FREE STATE ROAD WEST w DESIGN SPEED: 20MPH w w POSTED SPEED: 15MPH we" C� L Ln .0 x� Q0 � r� � c� 06 �f 0) LLI a_ —I LU 10+00 CR 9 1 06 CR 10126106 CR 2/9/07 1 1 +00 REVISION 12+00 NOTE: REMOVE EXISTING PAVEMENT AND STONE BASE ON FREESTATE ROAD AND REPLACE WITH BACKFILL, TOPSOIL AND SEED ONCE BELVEDERE BOULEVARD IS PLACED INTO SERVICE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' 30' 0 30' 'TH op U DAVID M. SEN Lic. No. 11484 A: �0A /2/S ��wW /_QQRVE DATA /DELTA=7 23 54� / / / LENGTH 315.83 / / �IEQLTA449 URVE DATARADI S-240 �/ / '4W58 CHO =293.53� / / / LENGTH=52�.1�7 BEARING=S73 50,64E / / RADIUS�60 l CF ORD=50.54�' �BEA�ING=N42'2,'Y49"� / / / / % i / OF WAY FS // / L6 / Cv _ _ N a 83 5� ° /, / / 45)g/ E � APSE , UIP IAA I \ , � 5 483 / 61 QB / I/ P1 R. 1 RO 39 PG 75 0 TF P dONSTI ND GRADING ESMT 0/ T PI 61 -159 JAMFS V& MARY W�LLS I D41390 OG 5% FREE STATE ROAD EAST > DESIGN SPEED: 30MPH w W w POSTED SPEED: 25MPH w� N� �� O� �� COLn x � oo o0 00-,� 0� 00L �r" Q00 7� Ln00 w� �� 't �� t- 20+00 AS -BUILT SHEET 23 OF 32 21 +00 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, " 24502 Charlottesville, VA22901 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net NOTE: SEE DRAWING SHEET 4 OF 32 FOR LOCATION OF COMBINATION DRAINS wou w N w N w 430 22+00 23+00 24+00 25+00 DESIGNED BY. PROJECT: REVISION NUMBER: DMJ BELVEDERE BLVD-PHASE 1 4 DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS DSB A STONEHAUS DEVELOPMENT DRAWING NUMBER: REVIEWED BY: TITLE: FREE STATE ROAD IMPROVEMENTS C— 14 HFW SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE. DATE: 205164.04 516404C—C 14. d wg ": 1 "=50' 6-14-06 16 of 23 V: 1"-- 1 0' N OTE: SAFETY SLABS (SL-1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 1 ADDRESSED COUNTY COMMENTS CR 9 1 06 � DESIGNED BY: PROJECT: BELVEDERE BLVD-PHASE REVISION NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 �TH OF �j _ 7 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 'r W= ENGINEERS DRAWN BY. ROAD & DRAINAGE IMPROVEMENTS 4 ADDRESSED COE COMMENTS JJK 2126107 � AS _BUILT , SURVEYORS DSBI KTM A STONEHAUS DEVELOPMENT DRAWING NUMBER: � DAVID M. SEN PLANNERS TITLE: STORM DRAIN PROFILES C— 1 7 5 ADDRESSED VDOT COMMENTS JJK 3114107 � Lic. No. 11484 REVIEWED BY: 6 REVISED D-18 THRU D-26 & D-18A THRU D-19 TLB 7126107 �o n , ww SHEET 24 OF 32 ASSOCIATES H L ,� ��lS } PO Box 4119 1402 Greenbrier Place —SHEET EET NUMBER' � 1 Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE. DATE: 7 ADDED D-8B TO D-8A PROFILE DRF 4128108 �`4jONAL �'�� Phone:434.31.6t0880 aone:434.984.2700 205164.04 516404C-oC17.dwg V: 1 "-i0' 19 of 23 NO. REVISION BY DATE N0, REVISION BY DATE 6-14-06 a� 0 L r 0 00 I U v+ 3 Do U v I U O cD LO rn 3 v M Q N v c �v L 0 v v v 0 rn O LO O N m aD L a� m c0 LO O N AI C�i ■� I±JFS- _ E37 `fli� ' ■ice 0 L7C. 1I71IN n r•-In "01 GiT N � ��■rf L7Z_7 �r�1 L� r7� R 1©■■■■■�I■ ■■■■■CJ III!! 9■G :. i0C7re�EE1-�yC•011=1■■11111111_0Ir7•■ -7F�F�i■1•� JCL. ��E7■ R•1rU■!j��■rF�1.•�E7■ • • • ■11•�•]1i0■I�[7■■ C•7■�1■� '• !�C•7■I�70■ C`.�7 C��7 [ri>aC7 ��7 Cs■ • • ■7■•�17s0� C•�■ ADDRESSED COUNTY COMMENTS ADDRESSED COUNTY VDOT COMMENTS ADDRESSED COUNTY VDOT COMMENTS 0 ADDRESSED .. ADJUSTED TOP STRUCTURES D-40 AND D-41 I" ININ y ■HI ZINN MINE !1 • N,WIN F !! F 91r Mn Mom - --■m-m 01- ME ref r�� I 1■ �:aF it ■i■■■:ii� i� i■■ mom■ Cice■Gffm 1■ 111111111111W R IIR.1■■ 01!A IDi7f�� CR 9 1 06 CR 10126106 CR 219107 JJK 3114107 To 11 15107 BY DATE NO, REVISION 1 ■m NEWS .� r..,11111111NIII MEN of � CAI L�Jr:i TH OF Tr 1 DAVID M. SEN Lic. No. 11484 �o�� lZ�llS},w�v 10NAL BY DATE 0 oew Lltism 11�, 0 ■c�'i71 ►71■ 0 11181 �n WEI C7 101111111199 ■s�r.� ■acre ON G' M C=J■ �� E_2 ■ r•ilpiR r= AS -BUILT SHEET 25 OF 32 IF THIS DRAWING IS A REDUCT ON G APHIC SCALE MUST BE US D VERT: 1 to= 10' 0' 0 10, 0' 0 5 HORZ: 1 " = 50' NOTE: SAFETY SLABS (SL-1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. F. iT.1 ■FYI ■■m NIM INE WWNILW�.=Niffi" 1'illl L�T� 1.1>r1 �1tr IL7L'7 �IC�\aC �I��Yilaw ��1�W1N `�1 �11 �■ 1fi� L�lZIl�I ■1■ G71z71 Lri=7C•7 C� ��1 P�•1 L� rl �i 111t1• Nr�ICtZir7 ME f7 ■u1r1■■ 112Ir. ow FrI1r = 1r1I1111•I 1>'I Cis WAIF CI NIE21 WECPNE i riE ■!I i7 mil 0 FEW' N re ■ 1111112 of C _ 'IJE■R� 1t�ii711ti■G7<�1• �.1l�J •. �. 1.7G� � 1•h�:■Gr71�ii1• �1•M IV 1: f■� 1•>fi71N■ E:7f�l11• �■J 1�If9 � 17 ' 1•� C�I��I l'� �� Ir�� ■1=�f ��11� �11�7fi� "v f�� E�:�1■ V� �;9 L�i�lll !7 1•�i� 1♦1� \1• �� \ice IIIIIIENIIIIIIII1 �• I7C� 1LtiZ7C7■�7E7• �7C�.7 11111114111 • ,7 • 1L�7C•7E111111 I•7E7 �E3� ■ ��w MlJ1111111I 1• 1•■ DESIGNED S --• REVISION NUM13ER: i i W�l ENGINEERS ROAD & DRAINAGE IMPROVEMENTS SURVEYORS D RA WN B Y.- A STONEHAUS DEVELOPMENT DRAWING NUMBER: En L)SB PLANNERS T1 TL E: C— 18 REVIEWED BY: STORM DRAIN PROFILES AsSOCIATES LU LU4 _ L ``. 6 Vv \ � ozQ6 C'V�� -Ai A`b 441 1-1 co � �> 6 SIGNAGE NOTES: 1. TRAFFIC SIGNS SHALL CONFORM TO THE 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE 2011 VIRGINIA SUPPLEMENT FOR THE TYPE REFERENCED FOR SIZE AND MESSAGE. ALL PEDESTRIAN CROSSING SIGNS SHALL BE HIGH VISIBILITY, FLUORESCENT YELLOW GREEN. 2. FINAL LOCATION OF SIGNS SHALL BE APPROVED BY THE TRAFFIC ENGINEER PRIOR TO INSTALLATION. THE LOCATION OF ALL EXISTING TRAFFIC SIGNING TO BE RELOCATED SHALL BE APPROVED BY THE TRAFFIC ENGINEER PRIOR TO INSTALLATION. 3. ALL SIGN MATERIALS SHALL CONFORM TO SECTION 701 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITION). ALL SIGNS WITHIN THE RIGHT-OF-WAY OF THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS, SECTION 1328.10, TRAFFIC CONTROL DEVICES, USP-1 U-TYPE STEEL POSTS ® 2 LBS/LF. U-TYPE STEEL POSTS SHALL SHALL BE SET IN SOIL TO A DEPTH OF 3 FT MINIMUM TO 3.5 FT MAXIMUM. THE TOP OF A SIGN SHALL BE FLUSH WITH THE TOP OF THE POST, EXCEPT FOR STOP SIGN POST. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF THE POST. 4. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP-1. 5. ALL EXISTING SIGNING WITHIN THE PROJECT LIMITS THAT IS NOT RELOCATED OR NO LONGER REQUIRED FOR THE PROJECT SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. 6. STREET NAME SIGNS SHALL BE IN ACCORD WITH THE REQUIREMENTS OF THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERS ORDINANCE AND MANUAL LATEST EDITION. REPLACE STREET NAME SIGNS NOT MEETING THE REFERENCED SPECIFICATION AND DETAILS THIS PLAN. 7. REGULATORY AND WARNING SIGNS SHALL CONFORM TO SIZE LISTED FOR SINGLE LANE CONVENTIONAL ROAD REQUIREMENTS OF THE MUTCD, THE 2011 VIRGINIA MUTCD SUPPLEMENT AND THE VDOT ROAD AND BRIDGE SPECIFICATION. EXISTING SIGNS NOT MEETING THESE SIZE REQUIREMENTS SHALL BE REPLACED WITH NEW SIGNS MEETING THE SIZE REQUIREMENTS. 8. EXISTING SIGNS NOT MEETING THE REFLECTIVE SHEETING REQUIREMENTS OF THE MUTCD, THE 2011 VIRGINIA MUTCD SUPPLEMENT, AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS SHALL BE REPLACED WITH NEW SIGNS MEETING THE REFLECTIVE SHEETING REQUIREMENTS. 9. EXISTING SIGNS NOT MEETING THE SIGN MOUNTING HEIGHT REQUIREMENTS OF THE MUTCD, THE 2011 VIRGINIA MUTCD SUPPLEMENT, AND THE VDOT ROAD AND BRIDGE SPECIFICATION SHALL BE ADJUSTED TO MEET THE SIGN MOUNTING HEIGHTS. PROVIDE POST OR POST EXTENSIONS AS REQUIRED. 10. EXISTING STREET NAME SIGNS NOT MEETING THE REQUIREMENTS OF THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL JANUARY 9, 2002 EDITION SHALL BE ADJUSTED OR REPLACED TO MEET THE REQUIREMENTS OF THE REFERENCE ORDINANCE AND MANUAL. 11. EXISTING DECORATIVE STREET NAME SIGN POST ARE ACCEPTABLE TO VDOT. WHERE NEW STREET NAME SIGNS ARE REQUIRED PROVIDE NEW DECORATIVE STREET NAME SIGN POST TO MATCH EXISTING. 12. CONTRACTOR TO ATTACH STREET NAME SIGN AND FRAME TO EXISTING DECORATIVE POST AT THESE LOCATIONS: • ADD DAISY LANE TO FREE STATE ROAD • ADD DAISY LANE TO TYREE LANE (EAST) • ADD BOWLES ALLEY TO TYREE LANE (EAST) • ADD FARROW DRIVE (EAST) TO CRAVEN ALLEY • ADD FARROW DRIVE (EAST) TO BATTLES ALLEY • ADD CRAVEN ALLEY TO TYREE LANE (EAST) • ADD COLVIN ALLEY TO COLE STREET • ADD SHADRACK ALLEY TO BUTLER STREET 13. AT ALL INTERSECTIONS EXCEPT ALLEY -ALLEY INTERSECTIONS, THE STOP SIGN POSTS ARE TO BE REMOVED AND REPLACED WITH POSTS THAT EXTEND 16" ABOVE THE TOP OF THE SIGN FOR THE MOUNTING OF STATE ROUTE SIGN NUMBERS. 14. ADD/REPLACE STREET NAME SIGN IN THE EXISTING SIGN FRAME AT THESE LOCATIONS: • REPLACE FREE STATE ROAD AT THE BELVEDERE BOULEVARD/FAIRVIEW SWIM CLUB INTERSECTION • REPLACE TYREE LANE (EAST) AT BELVEDERE BOULEVARD • ADD BOTH NAME SIGNS AT THE FARROW DRIVE (WEST)/CATY LANE INTERSECTION 15. AT THE GIBBONS ALLEY/CATY LANE INTERSECTION MOVE THE STREET NAME POST AND SIGN TO THE OPPOSITE SIDE (SEE PLAN VIEW). 16. WHERE DIRECTIONAL ARROW SIGNS (MUTCD R6-4) HAVE BEEN INSTALLED THEY ARE TO BE REPLACED WITH KEEP RIGHT SIGNS (MUTCD R4-7a). 17. WHERE ONE WAY SIGNS (MUTCD R6-1) HAVE BEEN INSTALLED IN THE SPUTTER ISLANDS IN ADVANCE OF THE ROUNDABOUT AND THE VILLAGE GREEN ARE TO BE REMOVED. 0iv1: rk 1: 111�mTm:N1INemNe]1: 61 1. PAVEMENT MARKINGS SHOWN ARE SCHEMATIC. SIZE AND PLACEMENT SHALL COMPLY WITH THE 2009 EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE 2011 VIRGINIA SUPPLEMENT. PAVEMENT MARKINGS AND REFLECTIVE MARKERS (NOT SHOWN FOR CLARITY). SIGN SIZE AND PLACEMENT SHALL BE IN ACCORDANCE WITH THE 2009 EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE 2011 VIRGINIA MUTCD SUPPLEMENT. SIGN SIZE SHALL BE DIMENSIONS FOR A CONVENTIONAL SINGLE LANE ROAD. 2. ALL PAVEMENT MARKINGS SHALL BE TYPE A UNLESS OTHERWISE NOTED AND SHALL BE INSTALLED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATION, SECTION 704. 3. PAVEMENT MARKINGS SHALL BE CHALKED IN THE FIELD AND APPROVED BY VDOT INSPECTOR PRIOR TO PAINTING. COORDINATE WITH VDOT INSPECTOR. 4. BIKE LANE IS 4' WIDE FROM EDGE OF GUTTER PAN. 5. STOP BAR SHALL BE PLACED 4 FEET IN ADVANCE OF CROSSWALK PAVEMENT MARKING. 4\-\ � � I ; i I I ADDISON J-`77iE'E7r(- \ I I 1 A ;I 1 w 5 S 1 \ 1 TB-1 6 1 - - 5 d, I / co x- .� ------- I i I - N I I I - a � SEE -- -- �I a I 1 O -1--- -" SIGNAGE -- ---- 12 1 ,I 6 / 6 -- 5 a 3 5 5 1 \ ; I I 3 5 SEE RO� DRI�E 3 \5 -- - 6 \ L\/Ii' 5 / 14 12 I I i 6 EST PLIT ER gETAIL - 6 :III F R P VEM NT 4 6 �.. `IA R K I G 12 12 1 Mir Mir / 2 1 1: 4 2 11 3 5 1 \ 6 1 0 5 / 6 X ROUNDABOUT 0� \5 - _ oo= - _ = 1 63� I 64+0� 65.00 / 2 = VILLAGE GREEN / DRIVE 8 1 0 0 9 L 16 10 10 V 6 6 e 1 8 - 12 5 0 6 I 21 16 1' S .� �2 1 1 1 1 \ / I I SEE :FARROW DRIIVE 3 4 � � I 6 EASTI SPLATTER DETAIL 5 II II HillI\ I FOR ' PAVES ENT 5 \ \ \� l \ I \� I 5 3 jMARING 5 \�v 6 6 sT\ sl' N 1 \ ©6 --------- - - 5- 3 O N FAR�R O W, D R I E - DRAcx LLEr \ \\ \ 3 EI4ST TQ REMAIN �, 0 \ \ \ 5TB-1 \ y \ F� \ \ TYkEE LAN (K) C LE S REET E P. 5 5 GN NO LONGER S 0 SIGN. \ \ \ \ \ ��SIREQUIRED AND TO 9 6 d ON FARR W DRIVE �, \ \ .'� \ O BE COREMCOVE BY \ EAST TO, R AIN \\ �. \�', \ ` TB-1 \\ 6 \ 5 \ 3 / SIGNAGE AND PAVEMENT MARKING LEGEND i ID ITEM (SPECIFICATION) 5 \, \ EXISTING NEW 6 �TB-1 \ PEDESTRIAN CROSSING \� 5 / © \ SIGN (MUTCD W1 1 -2) 3 PLAN VIEW SIGNAGE PAVEMENT MARKINGS SCALE: 1 "=100' A " "v yqs� C�X6,0 2 A�,- 3 5 �FCT cT NOTE: SEE DRAWING C-17 FOR ADDITIONAL PAVEMENT MARKING AND SIGNAGE DETAILS. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 100' 100' 0 100' \ \ ROUNDABOUT SIGN (MUTCD RG-5p) \ 5 STOP SIGN (MUTCD R1 -1) \ ® SPEED LIMIT SIGN (MUTCD R2-1 ) \ A ROAD NAME SIGN 3 DESCRIPTION Z CN 0 mw oQ Z wO_ SIGNAGE AND PAVEMENT MARKING LEGEND ID ITEM (SPECIFICATION) EXISTING NEW DESCRIPTION v v v v v v v v v v v v v v v NO \ © NO PARKING SIGN PARKING ' (MUTCD R7-1) ANY TIME \ \ KEEP RIGHT KEEP (MUTCD R4-7a) SEE SIGNAGE NOTE 16 RIGHT \ \ YIELD (MUTCD R1 -2) \ DIRECTIONAL ARROW (MUTCD R6-4) (SEE SIGNAGE NOTE 16) 10 ACNE WAY ONE WAY (MUTCD R6-1) (SEE SIGNAGE NOTE 17) 1 1 AYIELD AHEAD (MUTCD W3-2a) 1 2 BICYCLE DETECTOR PAVEMENT MARKING (MUTCD 9C-7) TYPE B CLASS IV INSTALLATION NOTE: THE "BICYCLE" SYMBOL MUST PRECEDE THE "ARROW" SYMBOL APAVEMENT MESSAGE MARKING (TYP) TYPE B CLASS IV \ 4" SINGLE SOLID WHITE LINE (TYP) A4" SINGLE SOLID YELLOW LINE ASINGLE DOTTED WHITE LINE (1 2"X 1 2" WITH 24"GAP) A24" SOLID WHITE LINE TYPE B CLASS IV A4" DOUBLE SOLID YELLOW LINE 19 NO OUTLET (MUTCD W14-2) 20 MPH STOP SPEED LIMIT 25 DIRECTIONAL ARROW BLOCK # SPACE 2400 ► SEM NOLE TR SR 29 STATE ROUTE # SPACE SUFFIX SPACE ROAD NAME SPACE DIAGONAL CROSSWALK LADDER CROSSWALK "NO PARKING" CURB MARKING. SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION. STANDARD TRAFFIC BARRICADE (SEE DETAIL DRAWING NO. C-15) NO OUTLET TB-1 DESIGNED BY: PROJECT: SET REV. N0. �Tx oFJP�r DMJ BELVEDERE BOULEVARD ENGINEERS DRAWN BY: BOND PROJECT -PHASE 2 /� c _R T TTT T , SURVEYORS KTM DRAWING NUMBER. DAVID M. J SEN 1�1►J 1� �J 1L PLANNERS TITLE. � Lic.No. 11484 � DIHR BrH� PAVEMENT MARKING AND SIGNAGE PLAN C-19 SHEET 26 OF 32 ASSOCIATES �O� 2 �/®sue ,��'� PO Box 4119 3040 Avemore Square ire Pl. SHEET NUMBER: ti Lynchburg, VA24502 Chulottesvitle,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATL: Phone: 434.316.6080 Phone: 434.984.2700 " 19 of 3 6 jONAL �21 1056.06 105606C-C19.dwg CIVIL H: 1- 05\ 1 /13 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE www.wwassoeiates.net V: NIA vi 3 U I U 0 O LO O_ 3 v v m v Q v� v c �v 0 c v v 0 rn O LO 0 N v 00 e v m 0 LO 0 N i ►E_ -ION ED 0 1 UF\ lVI VVM l C►\ IVlMlVMUL lVlL lV 1 FMUIL 1 ► ►VU. ► M 40' 0 40' SCALE. 1 "=40' NO. 410 •cs EXISTING G 390 OUTFALL=383.95 / � a o r:s EX. TOP OF EMBANKMENT=407.00 \ PROVIDE VDOT POLYETHYLENE TRASH RACK \ RISER CREST=401.00 ORIFICES INV=395.00 \ PERMANENT WSE=395.00 \ PROVIDE 48" PRECAST MANHOLE SEGMENTS. SECURE SEGMENTS WITH 6N18"xl/4" GALVANIZED PLATES (4 AT EACH JOINT BOLTED TO RISER.) EX BOTTOM OF BASIN ELEVATION =39 1.00 SUPPLEMENT EXISTING J z o CL-I RIPRAP TO w CO PROVIDE ADEQUATE Y OUTLET PROTECTION Q > U) LENGTH=25' m � w 0 WIDTH=8' w w 0-0 MIN. 2.0' THICK J X z 00 w Lj= M o 00 n �� oz c� z m �D 0 o co w o 0 +> �r + X 000 +> 0z 0 w o? 0-50 0+00 0+50 STORMWATER MANAGEMENT FACILTY No. 1 A EMBANKMENT PROFILE SHEET REVISION DESIGN BOTTOM OF BASIN= "398-96- 387.62 PROVIDE 6" DIP CL52 EX INV OUT=387.62 ENSURE WATER TIGHT CONNECTIONS AT ALL JUNCTIONS & PENETRATIONS PROVIDE 6" GATE VALVE WITH STEM EXTENSION PER MANUFACTURERS RECOMMENDATIONS 1 +00 BY I DATE I NO. SHEET REVISION SWM FACILITY No. 1 A NARRATIVE 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON DWG. C-28. 2. CLEAR AND GRUB ACCESS ROAD AND REGRADE ROAD AS SHOWN. PROVIDE GRAVEL ON ACCESS ROAD ON SLOPES STEEPER THAN 10%. 3. DEWATER FACILITY IN CONFORMANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4. CLEAR UPSTREAM AND DOWNSTREAM FACES OF EMBANKMENT. 5. MUCK OUT POND, RESTORING POND BOTTOM TO ELEVATION 388. FOR THE BASIS OF THE ESTIMATE, CONSIDER THE VOLUME OF EXCAVATION TO BE ONE-HALF OF THE TOTAL WET STORAGE FROM THE SB1A DESIGN, APPROXIMATELY 1400 CY. 6. REMOVE EXISTING 60" CMP OUTFALL STRUCTURE. 7. PROVIDE 48" RCP RISER, 6" DIP VDOT POLYETHYLENE TRASH RACK, 6" DIP, AND 6" GATE VALVE WITH STEM. 8. RESTABILIZE ALL DISTURBED AREAS ABOVE THE PERMANENT WATER SURFACE ELEVATION (WSE=395) AND THE ENTIRE DOWNSTREAM FACE OF THE EMBANKMENT WITH PERMANENT SEEDING AND MULCH. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES ONLY AFTER THE SITE HAS BEEN STABILIZED AND PERMISSION TO DO SO HAS BEEN GRANTED BY THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. NOTE: REFER TO DWG. C-28 FOR POND LOCATION IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 5' 5' 0 5' 25' 0 25' HORZ: 1 " = 25' TH of0 OL Tl r U DAVID M. J SEN Lic. No. 11484 OA s`�jONAL BY DATE STORMWATER MANAGEMENT FACILTY No. 3 SCALE. 1 "=40' 420 NOTE: REFER TO DWG. C-29 EXISTING VDOT POLYETHYLE E TRASH RACK. FOR POND LOCATION ENSURE ACCESS DOOR IS I ALIGNMENT WITH RUNG STEPS. VALVE STEM EXTENSION SHALL END AT TOP OF RCP AND HAVE ADEQUATE SUPPORT FROM STEM GUIDES. 1 n1 n' TOP OF E BANKMENT 410 I v 100-YR WSE= 409.13 ---------------------------------- -------------------------- j / 10-YR_WSE=408.28 - --------�--- VDOT SWM-1 RISER CREST EL 407.80 I I EMERGENCY SPILLWAY ELEVATION= 408.50 EXISTING 11 48" PRECAST MANHOLE SEGMENTS. _2-Y_RWSE=_405_96 ___________ ______________ �� SECURE SEGMENTS WITH 6"08"xl/4" GALVANIZED PROVIDE GATE VALVE STEM PLATES (4 AT EACH JOINT BOLTED TO RISER.) EXTENSION. INSTALL STEM GUIDES PER I (CONTRACTOR TO PROVIDE PLATES) MANUFACTURERS RECOMMENDATIONS. EXIS�ING 15'( RCP INV. OUT= 4 1.50 PERMANENT POOLC15" ORIFICE INV. iIN= 399l20 --------------------------------- ELEVATION= 401.50 - --------------------- l EXISTING 6" GATE V LVE EXISTING VDOT EW-1 ENDWALL 400 PROVIDE REMOVABLE REBAR TRASH RACK #4'S 4" O.C. E.W OVER 15" OPENING. EXISTING LASS 5 EMBA KMENT �� WATER TIGHT BELL C RE l GO GRAVITY SEWER CONCRETE' PIPE Z = 391.00 LENG UT 388.00 90' UPTURN H 66' INVERT ELEVATION=393.00I = 4.55% BOTTOM ` 1 EXISTING VDOT EW-1 ELEVATION = 392.00 ENDWALL 390 PLUG 6" DIP DURING CONSTRUCTION TO AVOID SEDIMENT CLOGGING 0+00 EXISTING 6" DIP/ u DRAIN PIPE ENSURE WATER TIGHT RUBBER GASKET CONNECTIONS AT ALL JUNCTIONS & PENETRATION' 0+50 1 +00 'EXISTING CONCRETE CRADLE EXISTING CUT OFF TRENCH MIN 4' DEPTH MIN 4' BOTTOM WIDTH MAX 1:1 SIDE SLOPES ALONG THE CENTER LINE OF EMBANKMENT 1 +50 2+00 SUPPLEMENT EXISTING CL-I RIPRAP TO PROVIDE ADEQUATE OUTLET PROTECTION LENGTH=15' WIDTH-1=8' WIDTH-2=16' MIN. 2.0' THICK STORMWATER MANAGEMENT FACILTY No. 3 EMBANKMENT PROFILE AS -BUILT SHEET 27 OF 32 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avernore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' SWM FACILITY No. 3 NARRATIVE 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON DWG. C-29. 2. CLEAR AND GRUB ACCESS ROAD TO POND AND FOREBAY EMBANKMENTS AND REGRADE ROAD AS NECESSARY. PROVIDE GRAVEL ON ACCESS ROADS WHERE THE SLOPE IS STEEPER THAN 10%. 3. DEWATER FACILITY IN CONFORMANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4. CLEAR AND GRUB UPSTREAM AND DOWNSTREAM FACES OF SEDIMENT FOREBAY AND POND EMBANKMENTS AND AREAS WITHIN LIMITS OF CLEARING AND GRADING AROUND POND AS NECESSARY TO INSTALL PLANTINGS PER PLAN ENTITLED 'BELVEDERE PHASE I - BLOCKS 3, 4A, 5A, 613, & 9A ROAD AND STORM DRAIN IMPROVEMENTS' DATED APRIL 18, 2007, REV. 1, WPO 2007-00029. 5. REMOVE EXISTING VEGETATION ON AQUATIC BENCH. 6. MUCK OUT SEDIMENT FOREBAY AND POND, RESTORING THEM TO THE PROPOSED CONTOURS SHOWN. PLANS ASSUME THAT EXISTING SEDIMENT BASIN WAS CONSTRUCTED TO THE PROPOSED CONTOURS SHOWN IN THE 'BELVEDERE -PHASE I ROUGH GRADING PLAN, EROSION & SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT' DATED JUNE 22, 2006, REV. 3, WPO 2005-00007. FOR THE BASIS OF THE ESTIMATE, CONSIDER THE MUCK OUT VOLUME OF EXCAVATION TO BE ONE-HALF OF THE TOTAL WET STORAGE FROM THE SB3 DESIGN, APPROXIMATELY 600 CY. 7. REMOVE VEGETATION FROM EMERGENCY SPILLWAY AND OUTLET PROTECTION AT OUTFALL OF EXISTING 42" RCP. 8. PROVIDE REMOVABLE TRASH RACK ON 15" RCP ORIFICE. 9. PROVIDE PLANTINGS AND SEED MIX FOR SWM FACILITY No. 3 PER PLAN ENTITLED 'BELVEDERE PHASE I - BLOCKS 3, 4A, 5A, 6B, & 9A ROAD AND STORM DRAIN IMPROVEMENTS' DATED APRIL 18, 2007, REV. 1, WPO 2007-00029. 10. RESTABILIZE ALL DISTURBED AREAS ABOVE PERMANENT WATER SURFACE ELEVATION (WSE=401.50) AND THE ENTIRE DOWNSTREAM FACE OF THE EMBANKMENT WITH PERMANENT SEEDING AND MULCH. 11. REMOVE EROSION AND SEDIMENT CONTROL MEASURES ONLY AFTER THE SITE HAS BEEN STABILIZED AND PERMISSION TO DO SO HAS BEEN GRANTED BY THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. VERT: 1 " = 5' 5' 0 5' 2+50 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 25' 0 25' HORZ: 1" = 25' DESIGNED BY: PROJECT: SET REV. NO. ,IB BELVEDERE BOULEVARD DRAWN BY: BOND PROJECT -PHASE 2 To DRAWING NUMBER: T,T, -. DIHR BY: SWM 1 A/SB 1 A AND SWM 3/SB3 CONVERSION PLAN C -24 HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21 1056.06 105606C-C24.dwg CIVIL H: AS NOTED 05/21 /13 24 of 36 V: N/A v, 3 a L6 U I U co O Cp L0 O_ i rn 3 a i v om v Q q) v� v c Q cr- c 0 a v O) O co L0 O N m a� a N om U) 0 N \\� I im \\ 48r RCP RISER WI ,W- T\ POLYETH ,TRASH RAAQK-- - REMOVE-V€G�JFR AND_ MAINTAIN- EXISTING J CL-I RIPRAP o �� W= 1 , ,, , 2.0' THICK REMOVE VEGETATION FROM\�� N�� AND MAINTAIN EXISTING CL-I RIPRAP LENGTH=10' WIDTH-1= 8' WIDTH-2= 16' �� \ MIN. 2.0' THICK- OFFSITE DRAINAGE EASEMENT REMOVE DEBRIS FROM 30" RCP EXISTING 30" RCP'- I & VDOT ES-1 I ' CONCRETE END SECTIONS --- POND ACCESS ROAD IF THIS DRAWING IS A REDUCTION I\ GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' I \ I 40' 0 40' ` I \I STORMWATER MANAGEMENT FACILTY No. 4 SCALE. 1 "--40' 450 100-YR W`. REMOVE 36" RCP AND SEAL 36" CONSTRUCTION ORIFICE WATER TIGHT 440 BOTTOM ELEVATIO 438.00 I ENSURE WATER TIGHT RUBI GASKET CONNECTIONS AT I JUNCTIONS & PENETRATIOP 430 420 PROVIDE NEW OUTLET PROTECTION AT OUTFALL OF EXISTING , O" RCP OUTFALL INTO FOREBAY CL-I DRY RIP -RAP_ _ ----- - L NGTH=22' WIDTH - 1 =7.5' WIDafH-2=24.5' - - lvlk 2.0' THICK SWM FACILITY No. 4 NARRATIVE 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES ` AS SHOWN ON DWG. C-29. 2. CLEAR AND GRUB ACCESS ROAD AND REGRADE ROAD. 3. DEWATER FACILITY IN CONFORMANCE WITH THE \� ' VIRGINIA EROSION AND SEDIMENT CONTROL EGRNT eM HANDBOOK. 'LEM'ENT EXISTING SAP TO PROVIDE 4. OUTLET PROT�CTIONI CLEAR AND GRUB UPSTREAM AND DOWNSTREAM 1� FACES OF SEDIMENT FOREBAY AND POND ' EMBANKMENTS AND AREAS WITHIN LIMITS OF THICK ---- CLEARING AND GRADING AROUND POND AS NECESSARY TO INSTALL PLANTINGS PER PLAN ENTITLED 'BELVEDERE PHASE I - BLOCKS 3, 4A, 5A, ' 6B, & 9A ROAD AND STORM DRAIN IMPROVEMENTS' ---�, DATED APRIL 18, 2007, REV. 1, WPO 2007-00029. - - -_- POND EASEMENT TO SERVE AS LIMITS OF CLEARING Q AND GRADING. \ 5. REMOVE EXISTING VEGETATION FROM AQUATIC BENCH. > 6. MUCK OUT SEDIMENT FOREBAY AND POND, RESTORING THEM TO THE PROPOSED CONTOURS SHOWN. PLANS ASSUME THAT EXISTING SEDIMENT BASIN WAS CONSTRUCTED TO THE PROPOSED CONTOURS SHOWN IN THE 'BELVEDERE -PHASE I ROUGH GRADING PLAN, EROSION & SEDIMENT = CLEARING/ CONTROL PLAN, AND STORMWATER MANAGEMENT' ,DING / DATED JUNE 22, 2006, REV. 3, WPO i I 2005-00007. FOR THE BASIS OF THE ESTIMATE, CONSIDER THE cP 'FIPj EXTENSION , MUCK OUT VOLUME OF EXCAVATION TO BE .ND C*TRUCTION/i- ONE-HALF OF THE TOTAL WET STORAGE FROM THE 4TER Tlp3 T.'----� SB4 DESIGN, APPROXIMATELY 500 CY. 7. REMOVE VEGETATION FROM EXISTING OUTLET -' PROTECTION AND PROVIDE AND INSTALL NEW i/ RIP -RAP OUTLET PROTECTION WHERE INDICATED ON PLANS. 8. PROVIDE REMOVABLE TRASH RACK ON 15" RCP ORIFICE AND PROVIDE 10-YR CUT-OUT ON RISER. SEE DETAIL THIS SHEET. REMOVE TEMPORARY 36" RCP PIPE EXTENSION AND SEAL ORIFICE WATER TIGHT 9. PROVIDE PLANTINGS PER PLAN ENTITLED 'BELVEDERE PHASE I - BLOCKS 3, 4A, 5A, 6B, & 9A ROAD AND STORM DRAIN IMPROVEMENTS' DATED APRIL 18, 2007, REV. 1, WPO 2007-00029. 10. RESTABILIZE ALL DISTURBED AREAS ABOVE PERMANENT WATER SURFACE ELEVATION (WSE=427.75) AND ENTIRE DOWNSTREAM FACE OF EMBANKMENT WITH PERMANENT SEEDING AND MULCH 11. REMOVE EROSION AND SEDIMENT CONTROL MEASURES ONLY AFTER THE SITE HAS BEEN STABILIZED AND PERMISSION TO DO SO HAS BEEN GRANTED BY THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. NOTE: TOP OF EMBANKMENT REFER TO DWG. C-29 ELEVA ION= 448.00 FOR POND LOCATION 1 E= 445.53 21 2 ------------ EXISTING VDOT POLYETHYLENE TRASH RACK. VERIFY EXISITNG TOP OF RISER IS SET AT PROPOSED ELEVATION. ADJUST IF NECESSARY. 48" RISER EXISITING 48" PRECAST CLASS 5 MANHOLE CREST= 442.50 SEGMENTS. SECURE SEGMENTS WITH 6"x18"x1/4" EXISTIN3 VDOT POLYETHYLENE TRASH R CK, GALVANIZED PLATES (4 AT EACH JOINT BOLTED ENSUR ACCESS DOOR IS IN ALIGNMEN WITH RUNG STEPS . TO RISER.) VALVE 5TEM EXTENSION SHALL END AT TOP d.0 1 TOP OF EMBANKMENT \ I 1 ELEVATION= 437.25 EXISTING GRADE 100-YR WSE= 4 5.15 I 1_0-YR- W-S--E--=-_ 434.15K I 11 I VERIFY 48" RISER R 4 4 EXISTING 48" PREC ST CLASS 5 MANHOLE ADJUST IF NECESSARY 2 SEGMENTS. SECURE SEGMENTS WITH 6%18"x1/4" ER LL PROVIDE 10-YR CUT-OUT 432.00 I GALVANIZED PLATES (4 AT EACH JOINT BOLTED TO RISER.) S. 2-YRWSE=431. 95 ;' 1 EXISTING EXISTING 15" RCP pi 11 CLASS 3 INV._ 36" REINFORCED CONCRETE PIPE EXISTING VDOT ES-1 END SECTION INV. IN= 425.00 EMBANKME �C T 1 q RE PROPOSED GRADE INV O = 436.00 INV OUT = 428.00 PERMANENT POOL 15" ORI ICE ELEVATION= 427.75 � � PR VIDEGATE VA L EXISTING CLASS 5 LENGTH = 55' PROVIDE REMOVABLE REBAR T H II ST M EXTENSION. 36" WATER TIGHT BELL SLOPE = 14.5% RACK #4'S 4" O.C. E.W. OVER 15" OPENING. IN TALL (STEM & S IGOT GRAVITY SEWER GUIDES PER CONCRETE PIPE I MANUFACTURERS INV N = 419.84 RE OMMENDATIONS. INV UT = 418.00 EXISTING LENGTH = 63.16' REMOVE VEGETATION FROM 90' UPTURN DIP TOP VDOT I SLOPE = 2.91% AND SUPPLEM NT EXISTING ELEVATION= 422.00 Eye-1 I CL-1 RIPRAP 0 PROVIDE ENDWAZ.14 �� ADEQUATE OUTLET PROTECTION BOTTOM ELEVATION = 421.)0 / EXISTING 6" GATE PLUG 6" DIP DURING LENGTH=21' I VALVE EXISTING VDOT EW-1 ENDWALL WIDTH=1 1 MIN. 2.0' THIC SEDIMENT CLOGGING \ EXISTING 6" DIP �� _�� -7. DRAIN PIPE ENSURE WATER TIGHT RUBBER - IF THIS DRAWING IS A REDUCI GASKET CONNECTIONS AT ALL EXISTING _ REMOVE VEGETATION FROM GRAPHIC SCALE MUST BE US JUNCTIONS & PENETRATIONS. CUT OFF TRENCH _ - AND MAINTAIN EXISTING MIN 4' DEPTH CL-I RIPRAP VERT: 1 " = 5' MIN 4' BOTTOM WIDTH LENGTH=10' MAX 1:1 SIDE SLOPES WIDTH-1= 8' 5' 0 5 ALONG THE CENTER WIDTH-2= 16' LINE OF EMBANKMENT MIN. 2.0' THICK o+oo STORMWATER MANAGEMENT FACILTY No 4 EMBANKMENT PROFILE 3+00 �J HORZ: 1 " = 25' ION STORMWATER MANAGEMENT FACILTY No. 5 SCALE. 1 "=40' 480 NOTE: REFER TO DWG. C-29 EXISTING 48" RCP WITH VDOT FOR POND LOCATION POLYETHYLENE TRASH RACK. ALL JOINTS AND PENETRATIONS SHALL HAVE RUBBER GASKETS AND BE WATER TIGHT. CONTRACTOR TO VERIFY CONNECTION TO RISER STRU Ti AND OUTFALL BARREL IS WATEI TIGHT AND REPAIR CONNECTION 100-YR WSE= 470.64 NECESSARY. 470 VERIFY 48" RISER CREST EL= ADJUST IF NECESSARY 468.91 2--YR-WSE=_467-9Q---- --------------- PROVIDE CMP HALF SECTION D BRIS HOOD (OPEN BOTTOM, CLOSED TOP) PROVIDE 14" ORIFICE EL= 465 0 BIOFILTER SURFACE ELEVATION 464.00 BIOFILTER AREA 460 III11 III1 I I1 I II I I ' I-1 111 111 I I III: REFER TO DWG. C-27 I, III-1 1i FOR DETAILS BIOFILTER SUBGRADE EL= 460.00 0+00 10-YR CUT ' OUT DETAIL 25 FACILITY4 SCALE. N.T.S. 0+50 I 1 do, TOP OF EMBANKMENT ELEVATION= 4 IN IF I EXISTING GRADE I I ~ j EXISTING EMBANKMENT C9RE 1 I 1 =III- EXISTING CUT OFF TRENCH MIN 4' DEPTH - MIN 4' BOTTOM WIDTH MAX 1:1 SIDE SLOPES AL.ONG THE CENTER LINE 017 EMBANKMENT 1 +00 1 +50 STORMWATER MANAGEMENT FACILTY No. 5 EMBANKMENT PROFILE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 40' SWM FACILITY No. 5 AND 5A NARRATIVE 1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON DWG. C-29. 2. CLEAR AND GRUB ACCESS ROAD AND REGRADE ROAD AS NECESSARY. 3. DEWATER SWM 5 AND SWM 5A FACILITIES IN .00 CONFORMANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4. CLEAR AND GRUB UPSTREAM AND DOWNSTREAM FACES OF SEDIMENT FOREBAY AND POND EMBANKMENTS AND AREAS WITHIN LIMITS OF CLEARING AND GRADING AROUND POND AS NECESSARY TO INSTALL PLANTINGS PER PLAN ENTITLED 'BELVEDERE PHASE I - BLOCKS 3, 4A, 5A, 6B, & 9A ROAD AND STORM DRAIN IMPROVEMENTS' DATED APRIL 18, 2007, REV. 1, WPO EXISTING CLASS 5 30"WATER 2007-00029. TIGHT BELL & SPIGOT GRAVITY SEWER CONCRETE PIPE INV IN = 460.61 5. MUCK OUT PONDS, AND EXCAVATE TO SUBGRADE INV OUT = -*&@-@& 459.68 ELEVATIONS FOR BIOFILTER. LENGTH = 76.36' SLOPE = 0.5% 1-.-EXISTING VDOT EW-1 ENDW4LL FOR THE BASIS OF THE ESTIMATE, CONSIDER THE MUCK OUT VOLUME OF EXCAVATION TO BE ONE-HALF OF THE TOTAL WET STORAGE FROM THE SB5 DESIGN, APPROXIMATELY 350 CY. REMOVE VEGETATION 6. REMOVE VEGETATION FROM EXISTING OUTLET PROTECTION. FROM EXISTING CL-I RIPRAP 7. CONSTRUCT BIOFILTER 5A AND ITS FOREBAY AND THE BIOFILTER IN SWM FACILITY #5 AS SHOWN ON DWG. C-25 AND DWG. C-26. 8. CONSTRUCT GROUTED LANDSCAPE STONE WEIR WALL. SEE DWG. C-26 AND C-27 FOR MORE DETAILS. 2+00 9. INSTALL LANDSCAPE STONE POOLS IN LOCATIONS SHOWN ON DWG. C-26. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED 10. PROVIDE PLANTINGS AND SEED MIX FOR BIOFILTER 5A AND SWM FACILITY #5 PER PLAN ENTITLED 'BELVEDERE VERT: 1 " = 5' PHASE I - BLOCKS 3, 4A, 5A, 6B, & 9A ROAD AND 5' 0 5' STORM DRAIN IMPROVEMENTS' DATED APRIL 18, 2007, REV, 1, WPO 2007-00029. 11. RESTABILIZE ALL DISTURBED AREAS WITH PERMANENT 25' 0 25' SEEDING AND MULCH. HORZ: 1 " = 25' 12. REMOVE EROSION AND SEDIMENT CONTROL MEASURES ONLY AFTER THE SITE HAS BEEN STABILIZED AND PERMISSION TO DO SO HAS BEEN GRANTED BY THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. Tx OP v = DEooNEDJer: PR°SECT: BELVEDERE BOULEVARD SET REV. No. r ENGINEERS DRAWN BY: BOND PROJECT -PHASE 2 ( ,r° ®U ® AS -BUILT , SURVEYORS To DRAWING NUMBER: DAVID M. SEN PLANNERS TITLE. SHEET 28 OF 32 ASSOCIATES DIHR BrHIW SWM 4/SB4 AND SWM 5/SB5 CONVERSION PLAN C-25 �0- � � Lic. Non. 11484 � � n //S- PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER' V/ Lynchburg, VA24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATL: N0. BY DATE N j �Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H.- ASNOTED ONAL www.wwassociates.net 21 1056.06 105606C-C25.dwg NIA05/21/ 13 25 of 36 SHEET REVISION 0 SHEET REVISION BY DATE 1N11 _? LANDSCAPE STONE POOL DETAIL A A ado ------ 3do(MIN.) do 1 PLAN VIEW �� LC /2 La 0% — _ SECTION A -A FILTER CLOTH KEY IN 6"-9", RECOMMENDED FOR ENTIRE ERIMETER NOTES: 1. LANDSCAPE STONE SHALL BE SELECTED AND APPROVED BY OWNER, D50 = 1.1'. 2. La IS THE LENGTH OF THE RIP —RAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. 4. LANDSCAPE STONE POOLS SHALL BE HAND PLACED AND FLUSH WITH GRADE AT EDGES. 5. LANDSCAPE STONE POOLS SHALL BE DEPRESSED 1.0' AT La/2 TO PROVIDE A PONDING AREA. ---------------__---------------------------------------------------------- _----------------------- __----------------------------ROAD / - ----- NORFOLK SOUTHERN RAIL ------------ -- ---- -- — i- ✓// / a, / _--' F/1 -------------- - - — _— —--__-_—_—_ — _ —_ _— — — — — — — ——_—_—_—_—_—_— — — _ — — — — — — _-----____-- _---------------=------------- \ - - - - ------ --\ ---_ REMOVE EXISTING CMP RISER AND'' - - - - - \ - - - - OuTFALL. FILL- IIj _EXISTINCr-S$5A.- / / - - -- _ / / 3 — OHE OHE \ AREA I S61j REPLACEMENT _ \PROVIDE LANDSCAPE _ _ - _ _ -_-_ _ - _ / - --- - , STONE-P� ------------- �--- // --_ --_ ------ — -- ,� /� _ � OHE � OHE ONF � \ \ \ \ � �9H€' OHE O- � \ ;REMOVE VEGETATION SEE LANIQSCAPE S~fOPIE POOL DETAIL - - - -___ - - - - -/ _-467�- = _- _ - - - _HE _ -- H—ice —/ -- —� / ---�_� _---_ — — — yF \ \ FROM EXISTING ON THIS SHEET. \ L / oHE _-'--->= - \ STING �_LIMITS OF E OHE= - - -_ — - _-- _l0'x2Q' D�CP�PE' - i\ -- °yF� � CL-�1 RIPRAP �-- CLEARING ---�___ ,"�SAND GRADING / ' _ -0HE- ° °"� j - -- --- - HANDCF PTO'�0' � ICK _ MIN---,_ �-- - �E— _ --- - __- ,/P Dw OHE HE N OHE I — — — -- ------ 0 OHE XISTWd I � ` / / \ \ACC D = _ i _— _ p� _ HE — VSO� 1— _ ------ --- _ _ Arfn= B ----- \ -- 47— - — _ - _ \ _ --__ ___ - _ e� 4 3 -fop - PERFORATED 7 - , ---_ N . PIP � .-� ::.�-�_-----*-- ` - - - - - � - � - ; - -: er rn =,47 T ' ;; T � � �' 2 A!' _. — - W CP S�NM VACItIT' 5 - - - - - - - — .: ,,, :. - --- l 8 Top_of BIO ER - _ ' nlet=470- / - _ ROM/ -107 REPLACE &S -- - - - - - 9 R W LANDSCAPE \ ASP / _ - - - - - 106 1 \ - - MENT STONE. SEE LANDSCAPE STONE - - �- I - - - - _ �' - L REPLACE POOL DETAIL THIS SHEET. �_- _- -_ AREA OF �i� OVIDE EW ----- I L 1 DIAMETER w 1 PERFORA ED NDERDRAI PE / 'L.0 THICK MIN p-127 _ DSCAPE STONE -114 PROM FED LANwI II I � W ALL a 0-i i 1� / - 1 I all / I, - - _ - � - / ,- ,- ' SEE DRAWING SHEET C-27) U -115 1 11 I -- o< ri IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED - - - VERT: 1 " = 10' 430 10' 0 10' 50' 0 50' 420 HORZ: 1 " = 50' .� rfi Op- M. SEN 9 Lic. No. 11484 o��Z�l/S ��wW �SjONAL F'�G NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE AS -BUILT SHEET 29 OF 32 ENGINEERS ® SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square A Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY: PROJECT. JB BELVEDERE BOULEVARD DRAWN BY: BOND PROJECT —PHASE 2 TO TITLE: DIHR BY: SWM FACILITY 5 & BIOFILTER 5A PLAN AND PROFILE HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. 21 1056.06 105606C-C26.dwg CIVIL H: AS NOTED V: N/A 05121113 SET REV. NO. DRAWING NUMBER: C-26 SHEET NUMBER: 26 of 36 �r- f � � •• �I STO / J r+ / r{art f ✓ 1 / F ` - '�f �• -_J 1r JI �r g_ A. •]� 0, 1. MAN f ; w � , `�+ • r Jt A + 4 �� I � ,�•r+':,.+ .., � � � Via//, f TR EAM B ST WAT 1H•I'li H NEW jf! � I k AR fir' ��%•� 4 -- - Mc�EECARSON ' STREET TREE PLANT LIST with PLANT �CAIVQPY CALCULATIONS 1 —� KEY ❑TY BOTANICAL_. NAME COMMON NAME SIZE FtEMARICS CANOPY AREA TOTAL CAN PY e/+ rnNC1 II TtN!'` t k1r_'1 J=DC AFC 29 AOER rubrum Oclober Olar Octcber Glory Red MI 2-F cai 397 11513 If AG 71 AMELANCHIERx randiflora 'Autumn Brilliance" ServiceBerr 1-1-5" cal. 130 9,230 CO B C1_LTIS occidenlalis 'Ma nifica' ` Magnifica Hac'kberry 2-3" cal. 5.72 4,576 r y.f + ✓ F P ATANU occiderltatis 'HQward' onward Sycamore X 2-3" cal. 1.253 100.240 PO $p TC QA QC 13 27 29 TILIA cordata OUERCUS ...alba 'Bl1EFi'CUS cccc n Littie-leas Linder White Oafs S rl t L7 k 2-3" ca 2-3" ca'. 24.9 243 3,237 6,561 AR I ea Ca e a 2-3 ca 370 lu,730 1 r d F 2t . QUERCUS lalCata Turkeyfoot Uak 2-3 cal. 424 8.904 OP 43 JOUERCIJS phelJOS Willow Oak 2-3" cal. 370 15,910 -- QH 40 QUERCUSrubra Northern Red teak 2-3" cal A24 16,960 UA 42 ULMUS americana 'Liberty' Liberty Elm 2-3" Cal 397 16,674 Existing Trees to Be Preserved (POPULUS lulipifera) 1475 I�j f� TOTAL "'TOP T TR E EE CANOPY CALCULATIONS 2D6,tsuj 111ej _ NOTE. REPLACE PATMORE GREEN ASH (FP) WITH MAGNIFICA HACKBERRY (CO). !' � i • �, �,% r 1 a '� /*t , - - '�� a/ 7A � ,/�. 5=1 sa,�r if'��r � -- --,�' a"��J� � ��ri .` � _ •i• �•, f111�� t�}� � L'`� •tt � f� �� '1 �_ t �a � ��;�J� � r,�� a I � �. __ r - ' _ . -,•- � i .r / w�...�- xis __..: ,-' .� � {f r titiF� +,,,� + '` - - -`_--�y In - - I � �� /"/% � /` /��/ter' '-' ``�-;Y--� � _ !�• �� __�.� f"� - �Fa f� /r` I-. �'---__� - - r'� ! `' E . i '; ,; •max` _ 37��rrE 4 Y. � ♦ . / l' "-`�--.—,� r [ �q 7I � 1 '•. �� 'icy`-�- �.,,1•�-"`"�_�. . _ _ _ — _ ____� _ 'r _ •f �,w ,� ',` , J .1%! i 11 E �i -f.•F s �4;..�.t '` '[� ,�•----^' - ---_ ._R ----yr --' - .__� elf r ! ;n -.1 -.�tr-� 1 ,.�.,,.�•-r�`-''-".'p" - + - ` - _ •i _ - - �.�' ; `rY, - - _ _ _..�._ - J� - _ � �•� _fir _ _- _ 1 - �� A ti r / i ;r • • LCj__ f 4 ', `� W �-�.� f l '} r� � � � � err ii �'7 � � ! � t � t �, } � / fr y , - -- � i � ,�X{r � � � _ � +•f I 'r _�'.. '� �,� f� fJ � �� r� f e f r�Panaxea41 i i , ,� �1 _�• . _. - �Y- ` y ' f J f! .4w .!� / �' J 7• � � � 1 ti, 1 "� .mod` �,% rr�• .. '"•moo - "{•�' 1 _ y •� � •. f e+S ra iuq. t / � °r:� � r � i •, J f f 1/ f • r �� jr y't 1 �'�� j` �r�" �f � • f � f � Y y� �. - . ` ,� :�►V• � 4. Ali n f' f/� r r'`� `. f r KJZJ r'' • .- _._ .-...� __-_ ._ - _ bpi op ^' y4%'fi �J t 1 � a f � �r� NA + T ! g f! A f \ \ f r r` '! r i {�4J �� _ — -- - 5 . ; �`- ` { � f , 11 `� li 1 � '4 if/` 1 -4� � .' r f,•� I t I ,. z ry' 4. �j2 J f I�.��f.-.�r` � rr- .'` / , I �,' � 1 �, �� . j , f r'f •� ti - � t �~,. + jf f •�f {jf �!•l` r, — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — --- - LANDSCAPE LEGEND EXISTING TREE 0 TREE TO BE PLANTED QbEXISTING TREE TO BE DEMOLISHED AND REPLACED WITH NEW II 1 <II I I I Scale: 1•' _ 80' I Date: 4/15/07 I I Prl ect No.; 0613 I I AS -BUILT �=� I SHEET 30 OF 32 Checked: ER/"M AS—BUILTS BY WW ASSOCIATES Sheet No Am=7 Ll 00 I I I I r ,A !i $ o 150 `TH OP DAVID M. JE SEN Lic. No. 11484 ONAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I STORMWATER FACILITY J5 PLANT LIST with PLANT CANOPY CALCULATIONS KEY I WT BOTANICAL NAME COMMON NAME SIZE RFMARKS CANOPY AREA TOTAL CANOPY TREES AC 14 AMFLANCHIER cartadensis American Serviceberrly 1.5-2" cal, multi -stem variety 130 {f 12I 1,820 ift21 COV 10 CARYA cvata Sha bark Hickory 2-3" Cal_ BR 72 T20 lO 18 ILEX opaca American Holly 15-2" cal. BB 56 1.008 JV 6 JUNIPERUS vir iniana Eastern Red Cedar 11.5-2" cal. BB 15 96 NS 9 NYSSA s Ivatica Black Cum 1.5-2" cal. BB 123 1,107 PO 4 PLATANUS occidentalis 'Howard' Howard Sycamore, 2-3" cal. BB 1.253 5,012 TO 5 TAXODIUM distichum Bald Cypress 1.5-2" cal. BB 79 395 SHRUBS AA Zfi AROhIIA arbutifr5lia Red chok.ebefry 3 gallon container; multi -stem 7 182 AM 10 ARONIA melanocar a Black Chokeberr Y 3 gallon container; multi-5fiCrl1 7x 70 8H 26 BACCHARIS halinfolia Groundsel Tree 3 gallon ccritainer; multi -sleet 72M 1,152 CA 27 CLETHRA alnifolia Sweet Pepperbush 3 gallon container: multi -stern 16 432 COC 13 CEPHALANTHUS occidentalis ButlonbuStl 3 gallon Container; multi -steal g 234 CS 79 CORNUS sericea Redtwi Dv wand 3 gallon container; multi -stern 72 4968 EA 42 U Y U amerlcanus Heart abustin' Strawberr hush Y 3 gallon cQnta irlef; tTlUltl-St2rr1 1�x 54 ITV 43 1TEA uir In�ica g Virginia � 9 a Sweelsplre 3 gallon container; multi -stem 15 672 IV 4 IL verticillala Winterberry Holly 3 gallon container; multi -stem 23 943 LB 25 LINDERA benzoin Spicebush 3 gallon container, multi -stem 23 572 TCTAL FACILITY N5 CANOPY CALCULATION 19,972 1f12) HERBACEOUS PERENNIALS EF 480 EuPHATORIUM fistulo-sum Joe P eweed plug plant 12" c.c EP 320 ECHINACEA purpurea Purple Coneflower pug A art o.c. MSZ 1,040MISCANTHUS sinensis 'Zebrinus' Zebra Grass plug plant 12" o.c. PAH 1,475 DENNISETUM alopecuroides 'Hameln Hameln Dwarf Fountain rass plug plant 12" +oc. RH 930 RUDDECKIA hirta Black-eyed Susan plug plant 1 O C. MIX 1 - DRY MIX ANDROPOGON erardi Big Bluestem seed mix even dispersal ANDROPOGON vir inicus PovertyGrass seed mix even dispersal AGROSTIS Alba Redtop seed mix even (dispersal PA:NICUM vet atum 'Heavy Metal' Heavy Metal Switch rass seed mix — even dispersal TRIDENS flavus Purplelcip Triden5 seed mix even C15persal Mix 1 covers 47,820af 121 of Facility#5 2 - NM4IX WET MIX 1,915 ASCLiEPIAS incalrnala Swamp 141i kweed plug 12"o.C; plant iI~1 clusters 1,915 CHASIVIANTHIUM latifoliurn Rives Oats plug 12"o-c; even dispersal 1,915 LOBELIA cardinalis Cardinal Flower plug 12"o.c' plant in Clusters 1,915 MONhRDA did ma Bee Bafm plug 12"o,c; Plant in clusters 1,915 MONARDA fistmlosa W111d Bergamonl plug 12"o.c; plant in clusters 1,915 PANICUM vir alum 'reavy metal' Heav Metal Switch rass 1seed mix 12"O.C; even dispersal Mix 2 covers 12.8981ft21 of Facility 15 f f, T 0 _ r ?L NQTF. ~� . AS -BUILT DAv1D M. SIN �.. 11 PLANT CANOPY CALCULATIONS BASED UPON NUMBERS LISTED „d Lie. No.11484 IN TABLE LD-6 (CHAPTER 7) OF THE ALBEMARLE DESGGN SHEET F 32 / / - - STANDARDS MANUAL, SHEET 1l2z/tS AS—BUILTS BY �IONAL� 21 CANOPY AREA NUMBERS FOLLOWED BY AN ASTERIX r DEPICT THE CANOPY ESTIMATE FOR TREE SPECIES NOT INCLUDED iN TABLE LD-6, THESE NUMBER ESTIMATES ARE FROM(' AN EQU'VALENT SPECIES LISTED IN TABLE LD-6; SIMILAR IN f J GROWTH &. HABIT 31 SEE SHEET L4 0 FOR ALL PLANTING DETAILS AND ADDITIONAL T TREE CONSERVATION NOTESIL 41 SEE EROSION & SEDWENT CONTROL PLANS FOR TREE CONSERVATION RELATED ISSUES. 51 PLANT SPACING PER SEALED DRAWING- LANDSCAPE {/{ �,frf,�fr ,! Tyr r '' I �. r' ,��'� 00 riff CONTRACTOR TO STAKE PLANT LOCATIONS & 'VEAIPY STAKED LOCATIONS WITH LANDSCAPE ARCHITECT BEFOREX f'r INSTALLATION: I r f r 'j 51 LANDSCAPE DESIGN FOR STORMWATER FACILITIES CREATES THE STRUCTURE FOR PRODUCTIVE WILDLIFE HABITATS. ,':� f � it _ •. � r r - /r" L; � •'- f f' - _ '' :'Y � % / + fig,, r!` �' !` ' r CA " r 14 F vv aF J 13 IT f 2 '/ +'• r' fy - r J llfr rr;r r` rx / r r/' I ' �±' - d' � J; • max^ t f J, �i � 1 J %•- _ r - ✓"e .-•' � .rrrrfy'`.,f f" r,' rr �` �J � - • -'� s JF +i r 'r r _ r.. •r i f f'. i� fry✓r, l f `r • ' r am- {' `1Vrf i7 r /. — 1' Y 1 ' % 1 r..' „✓"f .t+`' ma's r� ',rr' r� r'y - r ,• _.v --... _.-._...- . _. C' �, C�-1r L f ` • it r f ' r ,+ i f' r � � rJ . s 'F--_r'.T •- �'^� Y I �- - � r • sue, �, 1 �` I ti --- �� L ,. 2 ✓' r / a of I i' it ''f r � �f •4 � �� `ram r� r SN 1#O T `l .66 -749 1,20 I, F' t' +r ! J /J x� d r a f X � NO, 'f 4 Scaale 1".220, 0 20 40 Contour lalerysl-2' 130 1 Mc EECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLORESVILLE. VA 222902 s:, 434-979-T522 L- 434-977, 1 T94 www.rnckecco-3cn.com MCK*e Corson and F103 Sport Conc$pts, L10, reserves its Corwon 10- copyrlghf and ottier Prop" rights in -hese circwings. AM ideas. 0V$i9115, 5e61vns, defd h, and OlOns ore the property al McKee Carson and Field Spor+ F-Doceph, Ltd, These plans are not 1v 4e repradUCed, ChCrged. yr Ccp ed'm cny form or manner whatsneve% rout are they to be ossigned to ony third Crony wlshoul tirsr obtoming the express perrn�ssion entl rungeni Of either MC(ee C0v5om or Fireld Sport Concepts, Ltd, M_ Revisions: Scale: 1" = 4 D' Date: 04/15/07 "ect Ala.. 0 513 Designed: BB Checked: ER/HM 11 Street No.: L3,00 36 Of 36