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HomeMy WebLinkAboutSDP200400042 Plan - As-built 2015-01-07rn 3 v V) U I 0 N U 0 0 I U 0 rn 3 / m a a� rn 0 c 0 L c 0 0 0 It 0 Q6 0 N m Q) L m u-) 0 N / BELVEDERE BOLLEV IN RASE 1 ALBEMARLE COUNTY, VIRGINIA JANUARY 7, 2015 ROAD & STORM DRAIN IMPROVEMENTS AS -BUILT SDP 2004-00042 JECT SITE DATA DRAWING NO. SHEET NO. TITLE DEVELOPER/APPLICANT: STONEHAUS DEVELOPMENT 1412 SACHEM PLACE, SUITE 301 CS-1 1 COVER SHEET CHARLOTTESVILLE, VA 22901 74-7588 CS-2 2 GENERAL NOTES & DETAILS s6, ATTN: ATTN: CHRIS SCHOOLEY, CLA C-1 3 FUTURE BELVEDERE BLVD REALIGNMENT & EXTENSION W e st m o re a n d ° ° �o C-2 4 EXISTING CONDITIONS ENGINEER: WW ASSOCIATES, INC C-3 5 OVERALL PLAN 1402 GREENBRIER PLACE N h f i d CHARLOTTESVILLE, VA 22901 C-4 6 TYPICAL ROAD SECTIONS o rt e s (434) 984-2700 C-5 7 COVENANT CHURCH DEMOLITION PLAN oa �a ��0 ATTN: DAVID M. JENSEN, P.E. C-6 8 BELVEDERE BLVD PLAN & PROFILE �a �a �o � Rivanna SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC. C-7 9 BELVEDERE BLVD PLAN & PROFILE ° car �° River C-8 10 BELVEDERE BLVD PLAN & PROFILE ��� gyp. �° South SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC. C-9 11 BELVEDERE BLVD PLAN & PROFILE M a a ��-�� Fork 4 `�1 COUNTY, STATE: ALBEMARLE, VA C-10 12 BELVEDERE BLVD PLAN & PROFILE \ v�; C-11 13 TYPICAL ROAD SECTIONS °��re \� �\�a e<e MAGISTERIAL DISTRICT: RIO C-12 14 ROUNDABOUT PLAN & PROFILES ---- ee� /; TAX MAP PARCEL(S): SEE SHEET 4 C-13 15 VILLAGE GREEN PLAN & PROFILE �° N�� R I O �- ZONING: NMD C-14 16 FREE STATE ROAD IMPROVEMENTS Wa kef e d Free State Rd EXISTING USE: VACANT C-15 17 STORM DRAIN PLAN & PROFILE o ,/ PROPOSED USE: ROAD IMPROVEMENTS C-16 18 STORM DRAIN PROFILES z j C-17 19 STORM DRAIN PROFILES BELVEDERE BLVD \ COMP. PLAN LAND USE DESIGNATION: DEVELOPMENT AREA C-18 20 STORM DRAIN PROFILES WATER RESOURCE AREA: DEVELOPMENT AREA — NEIGHBORHOOD C-19 21 STORM DRAINAGE COMPUTATIONS az Dun Ora WATER SUPPLY PROTECTION AREA: N/A C-20 22 POST DEVELOPMENT DRAINAGE AREAS o C-21 23 POST DEVELOPMENT DRAINAGE AREAS �� �� n Dunlora AS -BUILT SHEET INDEX DRAWING NO. 1 OF 9 CS-1 COVER SHEET 2 OF 9 C-6 BELVEDERE BLVD PLAN & PROFILE 3 OF 9 C-7 BELVEDERE BLVD PLAN & PROFILE 4 OF 9 C-8 BELVEDERE BLVD PLAN & PROFILE 5 OF 9 C-15 STORM DRAIN PLAN & PROFILE 6 OF 9 C-16 STORM DRAIN PROFILES 7 OF 9 C-17 STORM DRAIN PROFILES 8 OF 9 C-8 PAVEMENT MARKING AND SIGNAGE 9 OF 9 C-4 TYPICAL ROAD SECTIONS RIGHT OF WAY, DRAINAGE AND SIGHT DISTANCE EASEMENTS RECORDED IN: DEED BOOK 3544, PAGE 722 DEED BOOK 4308, PAGE 239 DEED BOOK 4349, PAGE 264 AS -BUILT LEGEND REVISION CLOUD TEXT REVISION (�D VICINITY MAP SCALE: 1 "=2000' Park NOTES: 1. BELVEDERE PHASE 1 PLANS ENTITLED "ROUGH GRADING PLAN, EROSION & SEDIMENT CONTROL PLAN, AND STORMWATER MANAGEMENT" (DATED JUNE 22, 2006 / WPO 2005-00007), AND "WATER MAIN & SANITARY SEWER IMPROVEMENTS" (DATED SEPTEMBER 1, 2006) HAVE BEEN SUBMITTED. 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. CONSTRUCTION OF ROAD AND STORM DRAIN IMPROVEMENTS WILL TAKE PLACE CONCURRENTLY WITH AFOREMENTIONED PLANS. 2. INGRESS/EGRESS TO THE BROWN, WELLS, FAIRVIEW SWIM CLUB, LOHR AND LEVENSON PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 3. TEMPORARY CONSTRUCTION AND/OR TEMPORARY CONSTRUCTION AND GRADING EASEMENT ASSOCIATED WITH BELVEDERE BOULEVARD TO BE NULL AND VOID AT SUCH TIME THAT BELVEDERE BOULEVARD PHASE I IS INCORPORATED INTO THE STATE SYSTEM. 4. REMOVE EXISTING PAVEMENT AND STONE BASE ON THAT PORTION OF EXISTING FREESTATE ROAD THAT IS TO BE ABANDONED AND REPLACE WITH BACKFILL, TOP SOIL AND SEED ONCE BELVEDERE BOULEVARD IS PLACED INTO SERVICE. 5. DAILY TRAFFIC VOLUME COUNTS PROVIDED BY FITZGERALD & HALLIDAY, INC. (DATED SEPTEMBER 15, 2006). 1 ADDRESSED COUNTY COMMENTS CR 9111406 TH OF — DESIGNED BY: PRo�ECT REVISION NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 3 'vr = DMJ BELVEDERE BLVD—PHASE 1 6 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 i'r = ENGINEERS DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS r'Z _ SURVEYORS Dse A STONEHAUS DEVELOPMENT DRAWING NUMBER: 4 ADDRESSED COE COMMENTS JJK 2126107 v 9 AS BUILT TITLE. DAVID M. SEN PLANNERS 5 ADDRESSED VDOT COMMENTS JJK 3114107 � Lic. No. 11484 REVIEWED BY COVER SHEET CS-1 6 SHEET INDEX SHEET N0. 7 REV. DRF 4128108 �o ww SHEET 1 OF 9 ASSOCIATES HFw �� zr//S� PO Box 4119 1402 Greenbrier Place SHEET NUMBER: 7 ADDRESSED AS —BUILT COMMENTS DMJ 2120115 " s 6 ��� Phone: 4343 6N H: N080 Phone: 434.984.2700 wwA NUMBER: FILE NAME: SCALEDATE: j�NAL � www.wwassociates.net 20516404 516404C—ooCS01—CS.dw /A 1-07-15 1 of 23 NO. REVISION BY DATE N0, REVISION BY DATE N. 1 11 9 V: N/A M LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 16.92' 17.00' 15+00 17.00' 17.20' 16.94' 17.00' 16+00 17.00' 17.12' 16.69' 17.00' 17+00 17.00' 17.35' 16.86' 17.00' 18+00 17.00' 17.23' 16.74' 17.00' 19+00 17.00' 17.18' 16.86' 1 17.00' 1 20+00 1 17.00' 1 17.64' 1' --- HEELCUTrl 2% —, PAVEMENT SECTION TO MATCH EX. PAVEMENT SECTION RIO ROAD AND/OR COMPLY W/ VDOT. PAVEMENT WEDGING DETAIL NTS NOTE: WATER AND SANITARY SEWER IMPROVEMENTS SHOWN FOR INFORMATION PURPOSES ONLY. 0 0 0 AS —BUILT PAVEMENT SECTION ENTIRE IMPROVEMENT 2" SM-9.5A SURFACE COURSE 6" BM-25.OA BASE COURSE 8" AGGREGATE BASE MATERIAL TYPE-1, SIZE 21 —A < END OF NEW IMPROVEMENTS I I I\ SPRINKLER ILn HEAD 128.62' I +� \ ASSEMBLY \ WAY RIGHT OF / N I D-5A MH-1 TOP =445.37 I I % I SPRINKLER \ D-14 DI-313 HEAD \ TOP=450.81 ASSEMBLY o p CP D-6� DI-38 / TOP: 450.82 I / � I j SPRINKLER / HEAD D-6A MH-1 / ASSEMBLY CURVE DATA / TOP=46,0.53 / TMP 61 0� 0� 1jj DELTA83°27'26" LENGTH=699.17' COVENANT CHURCH OR COD RADIUS=480' D-8 bi-36� ZONED COMMERCIAL OFFICE CHORD638.98' TOP=46 .45 BEARING—N00°24'16"E EXISTING TREES TO REMAIN R=20.0' 290' SIGHT DISTANCE 4 I x 72I / \' \ EX 15 CMP / 3Ho � I CP C x V j Ho I m, OP SOQ ' I GAS FH o I f STA: 13+15,86 Ul OFFSET: 13.27 L N; + 10 00l �0 �11+00 1 12+00 0 2' 2AS — EXTEND EX 15" CMP IN—LIN AND I LOF IGHT INSTALL END SECTION ES=2.REGRADE EXISTING CHANNELWAY TO PROVIDE POSITIVE DRAT GE. I I OP 61 �00-00-154B I o �R ARA H. PUGH STA* 13+9959 OFFSET: 12.79 L �9% ONED R-4 ❑ I oI / cr V.D.O.T. TEMPORARY SLOPE EASEMENT oz I I � / C�sc9s O ° CD TF00 \ F6 X Q \ C O �7 \ O T T /'T 1 I 1 00 D I o ICJ i +-) I 12' I C m 12 I� �4� I STA: 12+54.54 o N OFFSET: 15.95 L + 0 0 o + ZzG J�J 13+00 �14+ 00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' ! Miiiiiiil I I I I I I I I I I I - I I I I I I I LI I I V 1 1-1 - I I I I I I I I w ...... o 11 1 LO CD U M O N o' O i Lin 10 1 co I Ln 1 co Lin O CD 11 1*N co n on . Co Ln � on m rri 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 10+00 11+00 12+00 13+00 14+00 1 ADDRESSED COUNTY COMMENTS CR 911106 8 ADDRESSED COUNTY COMMENTS DRF 4128108 = DESIGNED BY: PROJECT REVISION NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 9 ADDED PUGH PROPERTY ENTRANCE DMJ 5120108 �'' TH OF TTf DMJ BELVEDERE BLVD—PHASE 1 9 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 ( ,r =ENGINEERS oRAwN eY: ROAD &' DRAINAGE IMPROVEMENTS V. SURVEYORS A STONEHAUS DEVELOPMENT DRAWING NUMBER: 4 ADDRESSED COE COMMENTS JJK 2126107 aJ � AS_ BUILT , TITLE: 5 ENTRANCE TO COVENANT CURCH ADDED DMJ 5115107 DAVID M. SEN PLANNERS Dse � Lic.No. 11484 � SHEET 2 OF 9 REVIEWED BY: BELVEDERE BLVD PLAN &PROFILE C—F 6 ADDED PROFILE UNDER LINE OF SIGHT EDH 10117107 �o n ww ASSOCIATES H lS } PO Box 4119 1402 Greenbrier Place SHEET NUMBER' 1 Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE. 7 ADDED STORM STRUCTURES 8A THROUGH 8B DMJ 4125108 �`4jONAL �'Phone: 434.31.t60880 ww w.wwassociates.net 434.984.2700 H: 1 "--50' 1-07-15 8 of 23 NO. REVISION BY DATE NO, REVISION BY DATE 205164.04 516404C—aC06.dwg V. 1 "= 10, . 15. ----------------------------------- ------- -� _ r - / - SEE CULVERT DESIGN \ _---- - -� COMPUTATIONS THIS SHEET SEE SHEET 21 OF A, ' 23 FOR DITCH CALCS ,' ,/ D-12B DI-313 \ o D-12A DI-3B , D-12 DI-3C TOP=436.76 D-11 FES INV=423.45 \ o D-13 DI-613 TOP=436.98 TOP=436.38 W- TOP=440.90- W W- W W; W "% " y" W "- w w W W - _ Rc� - _ - W _ Bike " - � D-10 DI-3BB ne 1+00 _ _ +00 , 22+00 wQ CQ , ' �� �- ci+ 00 -) 24+00 _ �- - - 2 00 c _ w _ w� TOP=442.89 + _�E III21 32.5' -}_ - _ 4 w\ 125.83' ne 15„ _Tt^ - Rom- - -R - - _ Bike Lane _� � Cd \ 26+0 RIGHT w� - - - ti \ OF -4A DI-3 TOP=4 D-4 ' -T _ B DI-3B WAY I-3CC - 3 D - - D GUA DRAIL N� U' -4D4 6 D-3 MH-'1 SOP=428.74 P=436.42 '� „ �� G� L TD =437. 5- SIGN \ /' /`-/ 0� \ r Z m 0) �I J N, II 2 .0 SIGHT DISTANCE D-9 DI-31313 D-2 MH-1 335 TOP=442.88 = 1 31 D-1 EW- 1 W o - SPRINKLER INV=399.08 'HEAD \ �; Z w O SSEMBLY wo Q 00 \ \ +Z)LL- M O O I 28x o \ w \ w 1 16.50' RIGHT 70 OF WAY \ 29 0 ASPHALT TRAIL VARIES FROM 8' TO 9' 3 \ \ 3 \ 41 \ \\ \\ I TMP 61 00001 54 BELVEDERE STAT ON LAND TRUST I, DE 1 836 PG 184 15.0 AC II I I 1 I III I // 1 III I I illy / I 1 I I S%yT 0/S S�cy 2 CURVE DATA x0 \ -)ELTA=59'40'58" EENGTH=1041.66' `rTO,os/ \\\ \\4� \\ RADIUS=1000' CHORD-995.20' <v�� N �P\\�' \ �� 107.86' ARING=N 1 1'28'58"W \ \� RIGHT ) �� o p� OF �� o �'A J��y�� .\ \�`�� WAY X00 0 0� 65 � D-25A DI-313 �, TOP=443.75 ; \ Cb o /- \\ -25 DI-3C D-17A D -3 TOP=443.22 \ \ \ ��X \ �cA � i \ �OP=443 7 D-17 DI-3 C TOP=443.24 ■ 1 I 1 I 1 I 1 - I w I 1 I 1 I 1 I 1 I I- -- 1 I \I 1 I -I m l m- I 1 _■ I ■ - 11H ,a.11� --I _I 1•I- _I ...-1- _111• 1V1 _I _.-111 -1- -11. _I -111. I _�'11. -1 _I -111. --I II. -I ,-I- .-111. .--111 . I -I- _�' 1. _I ., I. _I -' 1. .. 1 LEFT FACE OF CURB RIGHT FACE OF CURB ASBUILT OFFSET PLAN OFFSET CENTERLINE STATION PLAN OFFSET ASBUILT OFFSET 16.33' 17.00' 21 +00 17.00' 17.78' 16.34' 17.00' 22+00 17.00' 17.60' 16.51 ' 17.00' 23+00 17.00' 17.54' 16.88' 17.00' 24+00 17.00' 17.12' 17.00' 17.00' 25+00 17.00' 17.03' 16.93' 17.00' 26+00 17.00' 17.06' 16.84' 17.00' 27+00 17.00' 17.26' 16.85' 17.00' 28+00 17.00' 17.16' 16.99' 17.00' 29+00 17.00' 1 N A 17.00' 30+00 17.00' 1 17.01 ' 17.14' 17.00' 31 +00 17.00' 1 1 6.90' 16.94' 17.00' 32+00 17.00' 1 17.10' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' 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) 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 1 ADDRESSED COUNTY COMMENTS CR 911106 = DESIGNED BY: PROJECT REVISION NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 �'' TH OF TTf DMJ BELVEDERE BLVD-PHASE 1 6 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 'r =ENGINEERS DRAWN BY: ROAD & DRAINAGE IMPROVEMENTS _ SURVEYORS DSB A STONEHAUS DEVELOPMENT DRAWING NUMBER: 4 ADDRESSED COE COMMENTS JJK 2126107 �, � AS BUILT � TITLE: DAVID M. SEN PLANNERS 5 ADDRESSED VDOT COMMENTS JJK 3114107 � Lic. NO. 11484 ,� REVIEWED BY: BELVEDERE BLVD PLAN &PROFILE C- 7 6 ENTRANCE REVISIONS TLB 7123107 ,�o n ww SHEET 3 OF 9 ASSOCIATES H ,h 4/2OFFlS } PO Box 4119 1402 Greenbrier Place SHEET N UMBER' 1 Lynchburg, VA24502 Chulottesville, VA 22901 WWA NUMBER: FILE NAME: SCALE: DATE: 'rONAL �'Phone: 434.316.6080 Phone: 434.984.2700 H: 1 "_50' 1 -07- 15 9 of 23 NO. REVISION BY DATE NO, REVISION BY DATE www.wwassociates.net 205164.04 516404C-aC07.dwg V. 1 "=10' v+ 3 Do O U v I U It O cD L0 rn 3 v 0 M rn Q 0 rn v C �v L 0 C v v 0 It O CJS L0 O r cV v m a) L v a� a� m c0 L0 O N / X X- - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - _ _ --- _ _ - CURVE DA DELTA=8'30'00"-----__ ---__ "-- __- LENGTH=44.51' '---__ '---_ _ - m RADIUS=300' 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=1 5.72' DELTA=57°31 '56" D-27A DI-7 PC = 39+73.46 BEARING=N28°21'36"E � TOP=456.89 _ LENGTH=301 .24' PC +46.03 RADIUS=300' _ PT = 41+ CHORD=288.74' BEGIN 1' ADDITIONAL �I 61 75 BEARING=N58'37'39"E CD M D-16A DI- 'S'. GQ RIGHT OF WAY PER h �� -- 5 n TOP=424.82 D-27 DI-3BB 5 D.B 4349, P. 264 D-28 DI-3B o PC __ \ v EH D-26 DI-3B TOP?.15 w w w w w w TOP=4.77.69 D-29 DI-3B 41-1-66.67 -- D-25B DI-3B D-1 6 MH-1 / TOP=453.93 w -- w w w w w- w- w- w- w w - -' w w TOP=483.38 ' D-25 DI- C TO 43.59 w w w T0�=43� 21-- /- U - 3s+oo 37+00 38+00 6 Re eaion o Re Reveal TVP oo _ +oo B - D-22B DI- B q w 39+ eke Lon TOP=443 2 1 Bike Lane - 3 B _ 15 _RP - - - - 35+00 -+-- --� = 335 -�� $/(�`/� - - 41 +00 v w 75 5 RCP - - 33+00 _ 34}oa _ _+--4 � --� - �Il�-D1STi� C = 33 py�gNCE \ \ \ =491. 1 - Be in Trans. To De ressed Curb TYP Dl$r ` 1 II PT = 33+70.79 _ Bike ANCI� , Lane w O � 52+00 � � e Lane 15" RCP Transition (T P) � 4�\0 w Dp 15 R SIGHT DISTANCE-- __ - - - - - I DIST _ -18 DI-3B STA: 36+38.24 SIGHT -17B DI-3B GUARDRAIL 3 -19 DI- BB- - STA: 39+22.48 END OP SIGN ANCE = 335' TOP=453.85- - EGtN TRAIL- TRAIL OUTSIDE OF D-20 DI-3BB DISTANCE D-21 DI _ TpP=443.66 -18A MH-1 TOP=462.01 SIGHT I � I-3CC TOP=444.6,3 / STOP SIGN OUTSIDE OF RIGH RIGHT OF WAY ESM'T E -17A DI TOP=443.24 / L J TOP=477.71 TOP=483.52 9 I OP-443.70 7S r OF WAY (VARIES \-SAN (SEE NOTE 1, \ "° 1 I / /D-18B MH-1� ��� FROM 0 TO 0.46) 2 ' 8' ° > 1 TOP-439 24 r 1 I D 15 EW- 1 J� INV-401 57 D-18C MH-1 > / TOP=428.90 / 20' SD ESMT Q3 SEE OUCH GRADING ESC AND SWIM INS, DATED 6-22-06" FOR SWIM AND E&SC. y 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 49 ENTRANCE AS -BUILT (NOT TO SCALE)k. �0 ju I µ o I r • =. } }: iR<. T }x k } 3 ::=:::=:::: x } - k == - _ - 1 :ter:... Al Li 7 L0 U 11 z w w w U <r U m W (7Cp Z Z Z Z CN X - N m m m I J F- 0-) L0 F- J TO m LO 0 LOI� r- In InLNrri I� (rA rh N w" (-I i Ivl M (r II rl I w, r- E 1 C 35+00 CR 911106 CR 10126106 CR 219107 JJK 2126107 JJK 3114107 TLB 7123107 EDH 10 17 07 BY DATE N0, 36+00 37+00 REVISION 38+00 39+00 BYDATE 40+00 ti OP Tr 1 DAVID M. SEN ;pl Lic. No. 11484 A: �o�� lZ�llS},wry 'rONAL F➢On �VZto . v j rr i rr r_ a yC (AC 41 +00 ASPHALT TRAIL VARIES FROM 8' TO 9' _ J' 42+00 AS -BUILT SHEET 4 OF 9 1 C7 T F 5 s' �r Q �J q D-22 D -3B � TOP=496 66 K \ S� \ F'S;ti� END 1' ADDITIONAL RIGHT OF WAY PER D.B 4349 P. 264 G 43+00 44+00 IN Amo 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 I I 12 -22A 1- BBI 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' 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' 10+00 11+00 12+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: H: 1 "=50' 1-07-15 205164.04 516404C-aC08.dwg V. i "=10' 13+00 REVISION NUMBER: 7 DRAWING NUMBER: C-8 SHEET NUMBER: 10 of 23 1n a� 0 L 0 U) LO I U / 3 U v I U O co LO rn 3 v W m O 6 LO O N m L m LO O N / _ — — _ — i _ _� - I \ I -_ � - - ='J - — - _- _ __--�i�o 1 \ - -_- — --___________— — i l\I _ - — - — — — — — — — \— — 'J 1 — �_ — — — — / — — — -- — — — — \ — \ \ �o I — v v I �'�'� l / /v- �FB EXISTING WETLANDS I / / / � (TYP) / / // - -'- / ' ��=1�5. ----------- � ��-'� � � / / ---------- 01-- - - _ _ -:1- _=70r �E EMS - / / _ _ / -- ----- ----- -f/// / D 4 ----------- —--------------' - — ids/ / — ---- 0�------- ------ � —4$ //\ �I // \ , ,� \I - ��/ %J'�/ // / �\ \ I\ -- / ; / 03i10 CONTRACTOR TO PROVIDE 90 I I \ I LINEAR FEET OF SHEETING AND bLi3 I 1 SHORING TO PROTECT \ \ N, \� \ \ ' I I ' I EXCAVATION. SHEETING AND \ \ I SHORING IS FOR A MINIMUM OF FULL DEPTH OF EXCAVATION. SHEETING AND SHORING To IIII I 8. REMAIN IN PLACE WITH TOP OF SHEETING AND SHORING TO BE \ I I I III I ii LEFT 1 FOOT BELOW NEW \ \ \ III I I I GRADE. CONTRACTOR TO SUBMIT �l l III I I I I SHEETING AND SHORING DETAILS �1 _✓ IIII i To OWNER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. AMP IIII I \ 1g I I �' �I I I Ai �\ I F� 3' / /i ,c� ! ���/ 'II 1 CD I l l l�'' T � \ � I C) f h I ` \ \ �� I I� S I O�\" O� 0 d l Iz r� �\'�� I I I \v �� OJ -12 0 / O O\ IIII 111 \ —�/ �J // 1 \ ` ~I410 \ I \111 I I / / / / / I �' // / /� Nj 20 ��5� \N SOP OPE �8 N 0) ��o 18" HDPE s S 0 00t U 00 __0420 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) NOTE 2: SAFETY SLABS (SL-1) ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. NOTE 3: (STRUCTURE D-16) CONTRACTOR TO SUBMIT SHOP DRAWING OF CHAMBER AND TOP OF SLAB CHAMBER REINFORCING AS FILL EXCEEDS 20 FEET. SHOP DRAWING TO BE SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE COMMONWEALTH OF VIRGINIA AND SUBMITTED TO WW ASSOCIATES FOR REVIEW AND APPROVAL. NOTE 4: STORM DRAIN PIPES FROM EX.1 TO D-3 AND FROM D-15 TO D-16 SHALL BE SPECIAL DESIGN AS FILL/COVER EXCEEDS 30 FEET. THE PIPE DESIGN TO BE BASED ON A MAXIMUM FILL OVER EX.1 TO D-3 AND D-15 TO D-1 6 OF 35 FEET. THE PIPE DESIGN IS TO BE BASED ON USE OF VDOT STANARD PB-1 BEDDING. THE PIPES ARE IN EMBANKMENT LOADING CONDITION. THE CONTRACTOR SHALL PERPARE DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE COMMONWEALTH OF VIRGINIA AND SHALL BE SUBMITTED TO THE OWNER FOR SUBMISSION TO VDOT FOR REVIEW AND APPROVAL, SUBMISSION WILL BE IN ACCORDANCE WITH SECTION 105 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS LATEST EDITION. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 „ _ 10 , HORZ: 1" = 50' 480 480 - 00 o 470 470 460 460 450 450 440 440s1 430 430 1, • 420 LO 410 N Eli 400 400 0 -� `' 460 460 460 460 460 460 z o �- oOt- LO an0rb0 PO z o o co 0 n _- - — 450 U) 450 450 - 450 450 450 w - Lr- m _U)Of - 440 440 440 440 440 440 m » �D_ • - `f' 0 0 z 430 430 430 430 430 430 zry 1 1 #= _ 0 110, 420 420 420 420 420 420 ,> or L0 410 410 410 410 410 410 0 cde RCP CLIII�» 0 o AD LI 400 400 400 400 400 400 1/en m N TO cD N rn 390 390 390 390 390 390 N `�'• N •-� rn L C) C� X U C C Z Z Z Z Z 380 380 380 U 380 380 380 o _ a m 0) C CO r z_ w O — — N U) O CO o LO 00 O — c.0 � O — — 00 O a0 00 O 00 O — O O O N 0— 0—_ 00 O— O 0 0 0— O— 0 0 0— O 1 ADDRESSED COUNTY COMMENTS CR 9 1106 �'' TH OF TTf '� �, � DAVID M. SEN Lic. No. 11484 ,� ,�o n ww ,h ��cy/lS } 1 jONAL �' _ AS BUILT SHEET 5 OF 9 = = =ENGINEERS SURVEYORS , PLANNERS ASSOCIATES PO Box 4119 1402 Greenbrier Place Lynchburg, VA24502 Chulottesville, VA 22901 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net DESIGNED BY: DMJ PROJECT BELVEDERE BLVD-PHASE 1 ROAD & DRAINAGE IMPROVEMENTS A STONEHAUS DEVELOPMENT REVISION NUMBER: 6 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 DRAWN BY. DSB DRAWING NUMBER: C-15 4 ADDRESSED VDOT COMMENTS JJK 3114107 TITLE: STORM DRAIN PLAN AND PROFILE FILE NAME: SCALE: DATE: H: 1 "=50' 1-07-15 516404C—OC15.dwg V. 1 "=10' 5 REVISED BEDDING AND PIPE DESIGN EX.1 TO D-3 JJK 4 03107 REVIEWED BY: H 6 REVISED D-12 THRU D-2 & D-9 THRU D-4 TLB 7123107 SHEET NUMBER' 17 of 23 WWA NUMBER: 205164.04 NO. REVISION BY DATE NO, REVISION BY DATE n . .. -. V ■1-: II II . II-J I I — / I iti i-i I . 1.1 I I . 1.1 7 V I I . 1.1 I I I . 1.1 . 1.1 11��J0��`fIG'.7 .i i7C i7� 17�E���i1L�•a `_I �E �E3 L•J •his- r70��� -'i • �C �� CAL •�.'.�7LiiLC�>• 'i i7L: �7Lir•! f f fts:��I�ll���l�i■i 1111Jir' w mm 1111K" ■ W21111�� 1 ADDRESSED COUNTY COMMENTS CR 9 1 06 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 4 ADDRESSED COE COMMENTS JJK 2126107 5 ADDRESSED VDOT COMMENTS JJK 3114107 6 REVISED BEDDING AND PIPE DESIGN D-15 TO D-16 JJK 4103107 7 REVISED D-4 TO D-4A TLB 7123107 NO. REVISION BY DATE N0. rn CD co 00 N vv- 00 J 0 � O - o � 0 3 4.d L r T REVISION BY DATE AS -BUILT SHEET 6 OF 9 T cao�1�•� 11�iii\ iiM111111110 dL1f11111= 1111 �11111M_ ■.3 ��� CJ111M111110 Me] e 390 1 380 1 DESIGNED BY: PROJECT BELVEDERE BLVD-PHASE 1 REVISION NUMBER: DMJ w ENGINEERS ROAD & DRAINAGE IMPROVEMENTS SmSURVEYORS DRAWN BY. DSB A STONEHAUS DEVELOPMENT DRAWING NUMBER: TITLE: PLANNERS C —16 REVIEWED BY: STORM DRAIN PROFILES ASSOCIATES HFW SHEET NUMBER' PO Box 4119 1402 Greenbrier Place Lynchburg, VA24502 Chulottesville, VA 22901 FILE NAME: SCALE: DATE: WWA NUMBER: Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net 205164.04 H: 1 »=50' 1-07-15 516404C—oC16.dwg "=10, 18 of 23 V: 1 'F I V 7 1 ri rk 7 ., 'F 1 V 'FOV r1h I Y v • 1 v tn r4h Iii 'FOV LA LXJ — C) 0 0 O 400 450 400 LL. LE 450 z- - - - - - - - - - - - - - 7, LLJ � O d') O O O — U-) I O — l0 O N 00 O n— C) _.„ r1 —1 cli I N In r n N n f r N n n C7 480 480 480 490 490 O m o Lr- Ld fin X r EK GRADE 470 470 — 470 480 480 KIM 1 rroAnl- 1 4 (-)0- 00 430 430 0 � 430 440 — 440 O - o0 o D LO i >I + In +__F_]> i i I O — 00 1 ADDRESSED COUNTY COMMENTS CR 911106 2 ADDRESSED COUNTY VDOT COMMENTS CR 10 26 06 3 ADDRESSED COUNTY VDOT COMMENTS CR 219107 4 ADDRESSED COE COMMENTS JJK 2126107 5 ADDRESSED VDOT COMMENTS JJK 3114107 6 REVISED D-18 THRU D-26 & D-18A THRU D-19 TLB 7126107 7 ADDED D-8B TO D-8A PROFILE DRF 4128108 NO. REVISION BY DATE N0, REVISION BY DATE J J (� Z Z 480 480 U O L W — W J LLJ (/) Z W m— — 470 470 LU 460 460 CD cfl — (Y — m 450 Ln 450 m — —� LLI z �— o— W z z O 440 440 430 430 BRICKED SHLIT TH OF Tr 1 DAVID M. XSEN ;pl Lic. No. 11484 �o��Z�l/S jONAL NOTE: 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' A=70F SHE ME L O — 00 O — O An W� ENGINEERS Sm 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 DESIGNED BY: PROJECT REVISION NUMBER: DMJ BELVEDERE BLVD-PHASE 1 7 DRAWN BY. ROAD & DRAINAGE IMPROVEMENTS DSB/KTM A STONEHAUS DEVELOPMENT DRAWING NUMBER: TITLE: REVIEWED BY: STORM DRAIN PROFILES C — 1 7 HFW SHEET NUMBER: WWA NUMBER: FILE NAME: SCALE: DATE: H: 1 "--50' 1-07-15 19 of 23 205164.04 516404C—aC17.dwg V. 1 "=10' v� 3 0 U I U O U) O / v, 3 v / m v a� v �v 0 v v 0 0 It 0 L0 0 N / m a� a� om CD L0 0 N SIGNAGE AND STRIPING LEGEND ID ITEM (SPECIFICATION) DESCRIPTION STOP SIGN (MUTCD W1 —1) SINGLE POST STOP ❑2 RESIDENTIAL SPEED SPEED LIMIT (MUTCD R2-1) SIGN — 15 MPH LIMIT 15 ❑3 RESIDENTIAL SPEED LIMIT SIGN 20 MPH SPEED (MUTCD R2-1) — LIMIT 20 ® RESIDENTIAL SPEED SPEED LIMIT (MUTCD R2-1) SIGN — 30 MPH LIMIT 30 ❑5 RESIDENTIAL REDUCED SPEED LIMIT 20 MPH AHEAD SIGN — 20 MPH SPEED ZONE (MUTCD W3-5a) AHEAD BLOCK # SPACE DIRECTIONAL 2400 ► ARROW © ROAD NAME SIGN ( NAM E) TR SUFFIX SPACE SINGLE POST II SR 29 STATE ROUTE # SPACE ROAD NAME SPACE ❑7 BICYCLE DETECTOR PAVEMENT MARKING (MUTCD 9C-7) ® PAVEMENT MESSAGE MARKING (TYP) f ❑9 4" SINGLE SOLID WHITE LINE (TYP) 10 4" SINGLE BROKEN LANE WHITE LINE (TYP) 11 6" SINGLE SOLID WHITE LINE (TYP) 12 24" SINGLE SOLID WHITE LINE (TYP) 13 4" SINGLE MINI —SKIP WHITE LINE (TYP) 14 PAVEMENT MESSAGE MARKING (TYP) h 15 PAVEMENT MESSAGE MARKING (TYP) 16 4" DOUBLE SOLID YELLOW LINE (TYP) C - ROADSIDE SIGN SPEED IN BUSINESS, 50 COMMERCIAL, OR RESIDENTIAL AREA MIN. 7 fV MIN. `Where parking or pedestrian movements are likely to occur MUTCD FIGURE 2A-2 (C) LATERAL LOCATIONS OF SIGN INSTALLATIONS MARKED OR UNMARKED CROSSWALK ---------- SIDEWALK ---------- =-4ftMIN. r, ------------=1 1 I� 2 ft MIN. D - URBAN INTERSECTION MUTCD FIGURE 2A-3 (D) SIGN INSTALLATIONS AT INTERSECTIONS I I I I I I I I I IIEXISTING STOP SIGN 'T0 REMAIN / J 12 EXISTING ROAD 1 NAME SIGN TO REMAIN 81 i4 GENERAL NOTES: 1. PAVEMENT MARKINGS SHOWN ARE SCHEMATIC. PAVEMENT MARKINGS AND REFLECTIVE MARKERS (NOT SHOWN FOR CLARITY). SIGN SIZE AND PLACEMENT SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD . 2. ALL TRAVEL & TURN LANES ARE 12' WIDE EXCEPT WHERE NOTED OTHERWISE. 3. ALL PAVEMENT MARKINGS ARE TO BE A TYPE B CLASS IV AND SHALL BE INSTALLED IN ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATION, SECTION 704. SIGNAGE NOTES: 1. TRAFFIC SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD FOR THE TYPE REFERENCED FOR SIZE AND MESSAGE. 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, (CURRENT EDITION). 4. ALL SIGN POLES SHALL BE 4"x4" OR 6"x6" WOOD POSTS OR U—TYPE STEEL POSTS. 5. ALL SIGNS WITHIN THE RIGHT—OF—WAY OF THE STATE ROUTES SHALL CONFORM TO VDOT ROAD AND BRIDGE STANDARDS (2001), SECTION 1300, TRAFFIC CONTROL I yx'z DEVICES, WSP-1 1301.55-58.U—TYPE STEEL POSTS ® 3 LBS/LF MAY BE SUBSTITUTED FOR 6"x6" WOODPOSTS. U—TYPE STEEL POSTS 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. DRIVING CAPS ARE TO BE USED WHEN DRIVING POSTS TO PREVENT DISTORTING THE TOP OF POST. / 8 6. MOUNTING HEIGHT, MEDIAN SETBACK AND SIGN PANEL �°x° 7 ATTACHMENT DETAILS SHALL BE IN ACCORDANCE WITH VDOT STD WSP-1. 7. ALL EXISTING SIGNING WITHIN THE PROJECT LIMITS THAT IS NOT RELOCATED OR NEEDED FOR THE PROJECT SHALL BE REMOVED BY THE CONTRACTOR. / 8 / 9 0 9 A 9 4� T -� �42100 — 1 43+00 1 \ 1 0 i o a 5 --�-- 9 \ 3� \ g m 11 7 \ 3 d o 8 % 8 EXISTING STOP/ROAD Q NAME SIGN / / pF �K TO BE REMOVED / Wdhd 16 i I 14� � 0 r� / N, C N 0 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 100' 100' 0 100' ,1i of � = DESIGNEDSET REV. No. DMJ. PROJECT: BELVEDERE BOULVEARD ENGINEERS DRAWN BY: BOND PROJECT —PHASE 1 V . _ SURVEYORS KTM DRAWING NUMBER: V � AS BUILT , TITLE: DAVID M. SEN PLANNERS � Lic. No. 11484 ,� SHEET 8 OF 9 DIHR BY: PAVEMENT MARKING & SIGNAGE C-8 10 n _ ww ASSOCIATES H OF/�S } PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER' ti Lynchburg, VA24502 CharlottesviOe,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: N0. 8Y DATE N0, SSI �Phone: 434.316.6080 Phone: 434.984.2700 CIVIL H: 1 "fi100' 1-07-15 SHEET REVISION SHEET REVISION BY DATE ONAL 211056.02 105602C—CO8.dwg / 8 of 11 www.wwassociates.net m FUTURE SOUTH BOUND LANES -c 100' R/W CG-2 34' FC TO FC 2" SM-9.5A SURFACE COURSE 6" BM-25.OA ASPHALT 8" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21 A 2 % 1 2%� CONSTRUCTION PGL CG-2 2% Ln Ln Ln N N Ln 1n cfl 00 0-� r� 1n Ln N N N 1n Ln N II II II �' II II II II 0 II II Oil II II w II II w II w J m w y ]Z I I w w w 0" � ww w o 0 z Q w z w z z Q 0 Q Q LL D Q Q z z Q w z z Q Li J m J Q Q J m LL J � ~ (/� m J m Q Q J D Q J m m J Li D I I N 0 m o w 0m O= w y w y CD Q w ~ _ (� L J w z� (Y J w � S (/� m w � w i m z z� J U' m o m c) < < z wo Q Q D Q Q D Y Y Y> z J Q J m BELVEDERE BOULEVARD 60' R/W ENTRANCE SECTION AT RIO ROAD CTA 10+00 13+34.71 DESIGN SPEED: 35 MPH POSTED SPEED: 30 MPH BELVEDERE BOULEVARD 100' R/W PARKWAY SECTION CTA 14+60.71 43+76.58 DESIGN SPEED: 35 MPH POSTED SPEED: 30 MPH 1 ADDRESSED COUNTY COMMENTS CR 9 1 06 TH of � _ DM J. BELVEDERE BLVD—PHASE � DESIGNED PROJECT: REVISION NUMBER: 2 ADDRESSED COUNTY VDOT COMMENTS CR 10126106 ���� f= 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 2/26107 �, AS BUILT DAVID M. J SEN PLANNERS TITLE: � REVIEWED BY: TYPICAL ROAD SECTIONS C-4 ASSOCIATES Lic. No. 11484 ,� SHEET 9 OF 9 HFW �o ww �� �/Za/'is _ PO Box 4119 1402 Greenbrier Place SHEET NUMBER' Lynchburg, VA 24502 Charlottesville, VA 22901 W WA NUMBER: FILE NAME: SCALE: DATE: s`S'rONAL �Phone: 434.316.6080 Phone: 434.984.2700 H: 1 »= 10' 1-07-15 6 of 23 NO. REVISION BY DATE NO. I REVISION I Byl DATE I www.wwassociates.net 205164.04 516404C—C4.dwg V: N/A