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HomeMy WebLinkAboutSUB201700094 Plan - Approved Road Plan and Comps. 2018-06-22GENERAL NOTES OWNERS: TMP o5600-oo-oo-a57B1 *TMP 056Ko-oo-oo-000A2 DAILY SOUTH LLC FOOTHILLS CROSSING INC PO BOX 2467 321 EAST MAIN ST, SUITE 2o1 CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 TOTAL ACREAGE: 9,315 AC ACREAGE-14.84sAC ZONING: R-6 ZONING: R-6 TMP 05600-oo-oo-o57Do * TMP o5600-00-00-057B2 ROUTE 25o HOLDINGS LLC DAILY, EDMUND J&CHRISTOPHER PO BOX 1467 DAILY & CYNTHIA DAILY DICANIO CHARLOTTESVILLE, VA 22902 326 NASSAU BOULEVARD GARDEN ACREAGE:12.61 AC CITY PARK, NY 2.1040 ZONING: R-6 ACREAGE:11.719 ZONING: R-6 TMP o5600-oo-00-057Co ROUTE zoo HOLDINGS LLC '�' TMP056A2-01-00-06100 PO BOX 2467 ROUTE 24o HOLDINGS LLC CHARLOTTESVILLE, VA 22902 REDLIGHT MANAGEMENT REZONING ACREAGE: 4.402 AC PO BOX 1467 ZONING: R-6 CHARLOTTESVILLE, VA 22902 ACREAGE: 3.24 AC ZONING: R-6 *(INDICATES PARCELS SUBJECT TO PROFFERS) DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902. TOTAL PROJECT AREA: TMPo5600-oo-oo-o57B3. (portion of): 2.3o AC TMP o5600-00-00-0S7Do (portion of): 1.48 AC TMP o5600-00-00-057Co (portion of): 4.402 AC TMP o56Ko-oo-oo-000A2 (portion of): 7.5o AC TMP 05600-oo-oo-o5782 (portion of): 4.47 AC. TMP o56A2-oo-oo-o61oo (portion of): 3.24 AC Reserved r/w (portion of): 2s7 AC. TOTAL ACREAGE: 25-56 ACRES PROPOSED ZONING: R-6 ZONING WITH PROFFERS (ZMA 2o16-05), MANAGED STEEP SLOPES (PARCELS SUBJECT TO PROFFERS) TOPOGRAPHY: TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE & ASSOCIATES & LOUISA AERIAL SURVEYS, JANUARY 2007. BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM RECORDED PLAT JULY 2o16. TOPO FIELD VERIFIED FEBRUARY, 2017. DATUM: NAVD 1988 PROPOSED USE: SINGLE FAMILY ATTACHED AND SINGLE FAMILY DETACHED UNITS 28 SINGLE FAMILY DETACHED UNITS & 66 SINGLE FAMILY ATTACHED UNITS TOTAL UNITS = 94 UNITS NOTE: THE PORTION OF EASTERN AVENUE THROUGH THIS DEVELOPMENT IS REQUIRED TO BE COMPLETED PRIOR TO THE 5oTH C.O. BUILDING TYPE: A MINIMUM OF 50%OFTHE PROPOSED LOTS WILL BE SINGLE FAMILY DETACHED HOUSES. SINGLE FAMILY ATTACHED (SFA) UNITS AND TOWNHOUSES MAY BE CONSTRUCTED IN THE AREAS ADJACENT TO PARK RIDGE DRIVE AND THE EASTERN CONNECTOR ROADWAY. A MINIMUM OF 1aR'b OF THE UNITS SHALL BE SF A OR TOWNHOUSE UNITS. THISPHASE 94 UNITS: 28 DETACHED3 0% OFTOTAL 66 ATTACHED 7 0% OF TOTAL FUTUR E PHASE: 1 - OF 1 2 TOTAL UNITS UNITS REQ D - 66 TOTAL o9r6 8 MIN. DETACHED) 3 (5 3 1 ITS = OF 1 z TOTAL UNITS) ATTACHED UNITS REQ D 66 TOTAL o9b a MIN. ATTA ( 3 ) 5 DENSITY:1 UNITS- UNITS ACRE 125.56 ACRES - .68 N 94 3 MAX. NUMBER OF UNITSWITHIN REZONINGSHALL NOT EXCEED 18oUNITS. SETBACKS: 1 1 1 LOADEDGARAGES) 1 MIN. FROM R FOR FRONT LOAD T - MIN AND a MAX $ FRONT iW 5 5 SIDE - 5' MIN REAR - 201 MIN K FROM HED UNIT GARAGES -MINIMUM 31 STEP BACK NOTE: SINGLE FAMILY DETACHED THE FRONT OF THE PRIMARY RESIDENCE. SUBDIVISION STREETS. CURB & GUTTER G HEIGHT: MAXIEIGHT SHALL NOT EXCEED MUM BUILDING HEIGHT 35 FACILITIES CIVIC AREA/RECREATION:20,000 SF MINIMUM RECREATION AREA. THE CONTAINED TOT LOT AND WITHIN TH E CIVIC AREA SHALL INCLUDE LAWN A GAZEBO, A T r EATIONAL AREAPROPOSED = 0.48 AC RECREATIONAL FIELD - TOTAL RECREATIONAL OPEN SPACE: REQUIRED OPEN SPACE (25%) = 6.39 ACRES - OPEN SPACE OPEN SPACE PROVIDED 8, o ACRES . 9b P TOTAL P f ) 5 33 3 EN SPACE 11 " OPEN- o.2 ACRES OPEN SPACE=1.oACRES n u 1/ " - SPACE G =o.o ACRES - o ACRES OPEN PA OPEN SPACE B o. A 9 9 OPEN SPACE u - o.o ACRES OPEN SPACE 1 " _ o o7ACRES ,1 JI JI " - OPEN PACE I = 2. 0 ACRES SPACE D - ACRES S OPEN SPA 68 7 3 = o. 8 ACRES OPEN SPACE 4 E OPEN SPACE SHALL BE DEDICATED TO THE H OA WITH EXCEPTION OF OPEN SPACE "I", WHICH WILL BE DEDICATED TO ALBEMARLE COUNTY FOR THE THROUGH THE PROPERTY. EXTENSION OF THE GREENWAY TRAIL UTILITIES- COUNTY WATER AND SEWER LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECION 32•7.9 OF THE COUNTY CODE. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 53-003CO229D DATED FEBRUARY 4, 2005. WPO STREAM BUFFER: THE too' STREAM BUFFERS ARE SHOWN ON THE PROPERTY. NO PROPOSED DEVELOPMENT SHALL BE LOCATED WITHIN THE too' STREAM BUFFER AREA. WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/FORESTAL DISTRICT: NONE LIGHTING: NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT. PHASING: THE SITE SHALL BE DEVELOPED IN NO MORE THAN (2) PHASES BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET. BUILDING SITES: PARCELS 66 THROUGH 154 MAY NOT BE FURTHER DIVIDED. ONLY (1) DWELLING UNIT PER LOT SHALL BE ALLOWED, EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE COUNTY CODE. BURIAL SITES: NONE OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLAN,EXCEPT FOR THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN THE EXISTING UTILITY EASEMENT. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. PARKING: 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT. ADDITIONAL ON -STREET PARKING SHALLALSO BE PROVIDED ALONG THE ROADWAYS AS SHOWN ON THE PLAN. GUEST PARKING REQ'D: 66 ATTACHED UNITS X 1 SPACE/4 ATTACHED UNITS=17 GUEST PARKING PROVIDED-17ON-STREET SPACES !/ ' 1'-- t1 ! 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CLEARING L10TS T VDOT STANDARD STOP SiGN --------------- --------------- EXiS77NG CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �— TBC DENOTES TOP/BACK OF CURB TIB DENOTES TOP OF BOX 9 SHEET LIST Sheet Number Sheet Title t e 1 COVER 2 EXISTING CONDITIONS & GREENWAY DEDICATION 3 LAYOUT PLAN 4 UTILITY PLAN 5 G RAINAGE PLAN GRADIN & D 6 & NOTES DETAILS O 7 NOTES &DETAILS 7A NOTES & DETAILS TAi 8 R AD PR FILES O O ROAD PROFILES _ 10 ROAD PROFILES 10A SIGHT DISTANCE PROFILES 11 DRAINAGE MAP 12 DRAINAGE PROFILES 13 DRAINAGE PROFILES 14 DRAINAGE PROFILES 15 UTILITY PROFILES 16 UTILITY PROFILES 17 DRAINAGE CALCULATIONS 18 DRAINAGE CALCULATIONS ° 19 DRAINAGE AL ULATI NS C C O 20 LANDSCAPING PLAN & DETAILS 21 PROFFERS 23 TOTAL SHEETS APPROVED by the Albemarle Coun artment Communit\ Development Dep Date �f_ � � File /ti' 0 L­ ---------- . ...... - ----- ---- - ----- --------- ....... - - ------------------- - ----- . .... . ....... .... ... . .. 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S, LLC EXIS 5UH SWM FAOILITY t'CUj RRE'f4f L-Y' EASEMENT REAQF:'A.40 AC E- V I L, P W qURl UNbER/ D8.2592 PG.216 -6 R 6 256l 60.127' 1-1'88.826, R7569.500 ROPERTY LINE �=18.997.3­ P '31.13'W S29'2& "lik, 10'- EVERGREEN AND DECIDUOUS 140.u6j, R=469."4 HARDWOOD TREES) IA�JZ, K=245P �IVK YYVIY moop IZ4 075 EXISTING TREELIN Daft (WOODED AREA WITH 105: 2' 03 IMP, `A2 d5�1<0,00-0&00OA2 qWNER' "FOOTHILLS CROSSIll 12.000' JA� 3' 15. N 52' 0 TM P K 61 lv� 4�-346 17,13.3 56-678, TMP r-fNwr-ERTY LINE L OWIl LLQ G: 00"00'�Il -E: 14.8�&AC T MP� 5 5,7B1 // k �F I AC Till 6,6600 L=0.000,(R=22.340'- AQ ACREAGE: 9.32 AC 4,787/549 TMP: -.05600, 1z I OWNER: DAILY'SOUTH, ZO�ll M121 2 . lu MEN'T i�INVEST S, DB/PG- �47871565 L4V PAhf kqE: 6 7 .84�C R. A C R6 RE611DUE PARCEL f 40N)I 17N R-6, -368AC NG� ACREAGE N42� .5"W D 4767/5 EX. SANITARY .... ... 86000, SEWER ESMT. ... ..... .. 0 EXISTING TREELI�E \LC EXISTING HARDWOOD TREES) c" (WOODED AREA WITH S46R,1 T 361A1 y EVERGREEN AND DECIDUOU 20.�� S . .... .... . . ", J \ " - SANITARY < ESMT. S43 4/ N 0 SEWER '�4.009' .�F 5 6h'E c $1 NG A881V 84.245,�tz,427:OQO r�Q�e� TH op 0 SIC TT�tLLINS'�2' 0 U No. 35791 i�il 5 ;Z� F, z U) La LLI z wwPwzw!2 X X !R z �i =1 !R LU 0 iz AdIll 2: U L8 8 8 uj M 0 M An =) u U) �[ U _j z Lu 0. z LLI rL ILLI U) in 15 > U.1 Lu uj (1) rL ce L.3 Lu > L3 Lu 10� U) C4 5 z 0 Lu 0 z 2 Lu 00 z5r ;Z:� 00 CY5 (3) c\j 10 (3) Il c\j w \L=24.7224. 884`�T,12. 9�p= < �87!811 C L=82:33 1;,R�=l 71000 4W x, N�27.2671 66600-00-66:11l 0 f TMP'., f y kj EXISTING FOOT ILLS r CAN J, A=1 04.9i3l CRO8SINC - ,,DALY& CYNTHIA bAll IO\ PH SE Ili 42 ACRE N .." I - . . , / 0 DAJ CHRISTOPHER -�-22.89'lj Ff-12 5QO-." OWN S R: LY, EDMUND 11.72AC S 9'1& 48.1 'E ZONING: R�6 - -j 8 X -54�000' AV BIPQ: 47871549,,.. 4.1��/�, 'K, iC3 W S47'44'11.85"W EAG RESIDUE PARCEL ACREAGE,-, 7.25 A\C ACR 11.67AC OWNER; CLAUDIUS CROZET PARK, ING t TMP11 05GA2-01.0"72AO D" E: ZON NO RURAL -59'04.75"E 0 128.574'/ 0' EXISTING CROZET CROZET CONNECTOR 0 -­T S83? BUFFER INE 100'STREAM 41 EXISTING PARCELL 4 ALBEM le -7, fto 0,�z IX TRAILHEAD PARK PRCIPOSEDOPEN SPA�E "I" l ACRESYTO BE DEDICATE -ARLE,. s 18.94-E �6 9� I ­'. - .. I - X% /85- 32 47.07�W 41P R -:THED.E 110N SHALL w UR PRIOR TO THE R lz f 104.�73' /"/"/p -COUNTYASPA TOFTHEGREENWA U., Y EXTENSION 9 'V'ELLIN IT. SEE Occ ECORDATION OF THE ioTH, D� &2-4 3.504 0 P FURTHER DETAILS POFFERS FOR., A: 'P$IMITLYE TRAILWAYTO BE, V -A::� -.::: �::::: PROPOSED CLASS B TYPE:L K 67.5 LLED ALONG THE I ­ - z N22' 0 T-E INSTA f '' '' :,. - - EXISTING Ci!02E� 4' 40.7 A&ZIN - . . . C uj E PAR X P�AN NWAYAS SHOMN ON THIS K R I N- DO , G w EXISTING CLASS A OWNER. FOOTHILL TMP; CROS�INC :OWNEM- 'COUNIYOFALBEMARLE' '01) / ( ( \ , ­. i k PAVED TRAIL x '6N. C/) ACREAGE; GAGAO FOOTF I, ZONING', Rf ACREAG�. AS - AC,- LLS ZONll R,4- - ASEMENT EXISTING SANITARY SEWFA DRTIG: ROS I N Q. ... .. .... B 1997 PG�235 23971431 P. AS E w ... .... . ....... EXISTING SANITARY SEWER .... ..... . . %a, goo . ...... .. x S . ...... ...... P R .... bPO ED PERESTRIAN 05600-00-00-0mo EXISTING TERMIN S OF TMIP; TUNNEL UNDER THE .... ...... -Z 0 C) ST TOR CROZET TRAIL AND OWNER: FRAZI�R. GEORGE B OR dANIE E C, ACREAGE: Z81 Ad---- �,E�A ERN,cbN CD CROZET PARK ZONING: R-4 DafpG., 94131017 EXISTING GREENWAY AND TRAIL SYSTEM 4­/­ N D.B. 4769; PG. 262 - - I_-, -�. 11 � Z Y-' �OAU' N�>, GREENWAY TRAIL TIP N86 39A V 7 ........ ... -77 77 1� NOTES: 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN Lill EjAolzu ON FEMA MAP NUMBER 51003CO229D ADOPTED FEBRUARY 4,2005. 2. TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH & GALE AND LOUISA AERIAL SURVEYS. THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN MAY 2017. An, Il Wn. Pill requirewell will ali ment Ill, 9 - Ewth, M41ch, eflough tQ ;200/0 rnaxul J primitive or stow dust mark the grade (this is a natpre trail loaat.ion min�nwo impact nature traij.) I w JACREAGE: ZO CULVERT AT STREAM CROSSING 1.08 AG NINGI-PRD- A N/ -XI IBIPG: 40811081 S" W EXISTING PORTION . . . ......... f ftE EXISTING STREAM -4 . , -11- :� ­ IN T OF EASTERN AVENUNE --LAJKE� HILL9`PHASE], ­4 in6h­�­100- 'I V, U TliMPORMY GRADING W 11 11 1 1 N OWNER: FOOTHII.CC1116831tib, ING- N . ......... -ACREAQf % ZONItjG: R4 X", N N, 0'. TMP: Boo S OWNER. HE Ngt. RIC LLOYD III F .......... 14.�TA ACRFAG 14.94 A -F -CA, 110 ZONING. R-6 Dl 6601210 CRAP 11C 1; " ­OmIh-��- - % N, .1-1 - - f , `f*,� -, *� 4 \ 1,00 50 -100 200 4-00 bW� � Al BE FUTURE CONCRETE 11E ", ". 3. NO PRESERVED S I Ell SLOPES Al ll I r-L) %-AN 1 Hr- rhUrch 1 1 - THE MANAGED STEEP SLOPE IS LABELED. 4. 100'WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH C1 N08'42'07"W 208.55' 570.79 208.56' C2 N 10'25'2 2 " E 469.14' 469.5 491.24' C3 1\147�20-56--E 27.57' 87.5 14.34' D C6 0 M .j .j 0 0 U. NNdoo 0 0 zi .j b 0 Lij ce JOB NO. 112066 SCALE = 100 SHEET NO. 2 LOT NUMBER LOT AREA IBUILDABLEAREA LOTNUMBER1 LOT AREA BUILDABLE AREA SITE NOTES` ii _ ._ _ j ET_______ _____ 1 1. SEE SHE2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY Jl INFORMATION. / �: .!i63 E________,____________j2. ALL SUBDIVISION LOTS SHALL HAVE INDIVIDUAL TRASH CONTAINERS. 4 11 3. THERE IS NO STREET LIGHTING PROPOSED AT THIS TIME FOR THIS SUBDIVISION. - 61 4,730 sf 3,387 sf 108 3,175 sf 2,373 sf 62 3,663 sf 2,863 sf 149 3,234 sf 2,432 sf 3,697 sf 2,897 sf 110 3,291 sf 2,491 sf 64 3 674 sf 2 874 sf 111 3 320 sf 2 520 sf - 0�' _ 1 ---' \ mW b.._, - oy1 / 4. A ROAD's CONSTRUCTION SHALL OCCUR WITH ITS CORRESPONDING PHASE, (j . ,-- r 65 5,103 sf 3,721 sf 112 3,964 sf 2,615 sf AND PROPOSED STUB OUTS SHALL BE CONSTRUCTED, AS SHOWN ON THE 1 1 / 4 . ; y �\ ,,� °°"`" `"` 66 6,308 sf 4,018 sf 113 5,709 sf 3,498 sf PLANS, TO SERVE AS TEMPORARY TURNAROUNDS WITHIN VDOT R/W. -1 �\ TMP: a56A2-01-00-o6800 TEAM C/L (TYP)-/ . . n I r;lj 67 5,880 sf 3,682 sf 114 4,773 sf 2,$12 sf TEMPORARY TURNAROUNDS SHALL ADHERE TO MINIMUM VDOT & ALBEMARLE t \ \� ER: TE 2 o HOLD W ,LL , Y,�,�,,I ` 68 5,153sf 3,103sf 115 5,709sf 3,498sf COUNTY STANDARDS FQR'ALTERNATIVE TURNAROUNDS'. FULL ROADWAY j \, ACREAGE: 3.07 AC 2 , • r . • ' , ti , ' , r ° y r ' •. " %,� 1 *_` " u WIDTHS (30 F/C-F/C MIN.) SHALL BE CONSTRUCTED FOR A MINIMUM OF 25' 69 4,573sf 2,616sf 116 4,773sf 2,8125f - _ , �� ZONING• LIGHT INDUSTRY , • ` r , ' r' ' , " .. , . �yF TMP: o$ A2 a1-oo-o�b3oa,,, IN BOTH DIRECTIONS WITH A MINIMUM OF 25 RADII FOR VDOT k,� TURNAROUNDS. ,`• _ _.._. `, DB/PG: a675/38y " ' '% . r , " ' , : , " y � OWNER: R ,UT 24O HOLDING_; L C C/O REDLIGH 70 9,351 sf 6,325 sf 117 5,709 sf 3,498 sf {t`�' c• 71 7,900sf 5,334sf 118 5,194sf 3,133 sf 5. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY `'•,\ 100' STREAM BUFFER ' , M NA+�EMENT OR MAIN STREEZHOLDI GS 72 6,561 sf 4,025 sf 119 4,183 sf 2,848 sf CONSTRUCTED ASPHALT/CURB, VERTICALLY AND HORIZONTALLY PRIOR TO \ 73 5,809 sf 3,327 sf 124 3,523 sf 2,723 sf CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. \ ° ' .. • " SAGE' 13. ' 5 At '` .�, 1.W .,, . . . ' If • � ZONI LIG T/ EAVY INDUSTRY 74 8,008 sf 4,823 sf 121 3,523 sf 2,723 sf ,� . r r . , r » ' , , . ° ' , I 75 6 697 sf 3 901 sf 122 4 183 sf 2 808 sf ` ` ` ' • • • " , v'a°' � . r , . . ' I 1 .✓y , r ♦ r .. �s ----- -- ------ -- - --- - ---- --- -- _ BIKE LANE '�77 " " /:. 32' .. " � 1 r r r 76 9 663 sf 5 985 sf 123 4 183 sf 2 -- . . - _ _._. = � _.. _ _ T r�._ . ___ ..•,,�--._--- ---- _----. r " " :..' . ,848sf - 'P�A��,�' , , f , �" r • -- . ,UE PAR L - --- - -�. r z C GE a A - t .. El# .8 C , __ ___ � �•• _ _ •PROPQSEG7«6 r f ' y®r 9 77 $ 83 s 5 8 s 1 X _ :.a" 1 f 47 f 24 3 523 sf 2 723 sf� - - - t. - 2': r 2� j7 ;- 78 6 461 sf 4 061 sf 125 3 523 sf Z 723 sf N �- v ,-. __ - , �... °PL` ANTING" S'T II r_ 'fie " " , :./' L •T. f 79 8 690 6 _ - .,- . . O 54 sf 046 sf 126 5,237 sf 3 621 sf C" D I\ F) 3.. � - 9 r ` r ?' r r ,.: �-.��_�4 ._.._ t 2 . ,r y . . <..:;"d_-�-., a`."- �'�s w� r.�r. _!•�•. . �. y _,i,.,....v.. ".;'^! °'°.�r ' j .. `�. \ !F� " " r . :. . " , -- -- - - -- -- o . $FA • p `�"`~-- 80 7 1$2 sf 4 812 sf 127 5 039 sf 3 427 sf - _.� KRI ~,�:� a . Pam- _ r«,, r Gx - _ �. N 81 6,710 sf 3,485 sf 128 3,555 sf 2,755 sf I ~ \ - `~- SFA `'S " . r PR E .r - -� -- -- - - ' ��- - - - - _ PO D " 82 -- __ �. 56145f 3485sf 129 3607sf 28065f -��_- ;�-•� z+52 , r r _ --- - . < . v r , r El . ...,-. - - o � ' C � TY N . r r -- , --mot- i-- __ _ K -.. R ton S y..11 C Z r R w y . PROPOS D . a � 3 7 039 s 4 642 sf 3 3 - - f 1 0 704 sf 2 9 2 - 0 sf - ?t - - - - s 5 G " r : O 151 .. it •- N r n� - C -: r : Fi " r r L %+� Q r.. AN ott SIL7L" L. " 84 6 U31 sf 3 877 sf 131 5 693 sf 4 039 s . . r r , :. " ��-- �( K P , , R S h• a0 , , /' o. 85 7 126 sf 4 724 sf 132 4 604 sf 3 163 sf -. " • • " � • . . . .r .r r r . r :. ,. r . r ,. , • --�. r . r r b_ 86 5,610 sf 3,485 sf 133 4,033 sf 3,225 �' •-� ` • • "• r LL z - ` ,_ � ' ` , -':-_ •� _ --- `�.� _ / , . 5 sf �• 4 d '•� .. r. r 87 6,710 sf 4,335 sf 134 4 219 sf 3 418 sf _ . , , r . . , + ~ \ \ \. % I ., " " %, " :.. a ot� : =20 o . .\ _ - p n . _ - , . d ... 7` �. r-... .. ... . .. . . . "� ♦ r u , a 88 6 504 sf 4 121 sf 135 4 Z17 sf 3 416 5f .. ... � `7 SZ . ? , � `\, ,! \ ��, . « �:�," ' s otc [- ... ...... 3 , ... ................... ` - ' LOT 150: .. . . " �. ' i ?Q, ' / :... : ..... ..... �, 1 r...... i SG DS :\ i♦ 89 3,324 sf 2,523 sf 136 5,061 sf 3,508 sf .... .. j ... ..... ...... ... r-, o �.... � �` � ....... \:. " LOT 54 to r ... ..SFA, ``+. .. 6, r.. ............ .... w .. : _ �. f N1 t ....... 94 3 358 sf 2 557 sf 137 5 5$1 sf 3 $Z s 1 T .{TY } c '� 1 f 76 . / / ` �+." 5�........ 3' f ` /. 91 5 334 sf 3�509 sf 138 3+705 sf 2 901 sf /.-SFD/ - 9 _� i~ a- ✓� . z '�. r , / �_ ...... i ... L T 14 2 9 2 9 5 890 sf 3 3 sf 139 3 604 sf 2 803 sf .r J L \ o T.7.4. r SFA . v .... \ .. t o L T. O 66........ ."+r 3 `. 93 4 794 s f 3 287 sf 144 3 587 s f 2 785 sf , - /. ::.. % - (� ... 111, t / SFD' r �, TY » { ).. FD .. p r .... ...... .. .... ..... ..... ^� .. .... .. . / .. W 94 5 966 sf 4 022 sf 141 4 201 s -.. \ 1 / / .... ­..... "'.. .. . . ,. / STREET SIGN TYP. .:,: ">'" '/ ' f 2 835 sf .............. ... ,-. . {. SFD... t....... !,. �.:. I .... i t h \.• //. ... ... I/, �. to . ..... .. / P 1 1 9 ;.. I \ a.. , 95 3 837 2 f ... l -. .... ... _ .. .. 637 sf 2 sf 14 4 278 s 2 759 sf . \ 1 ..... % .. ..... .. n . ... .... .. ..... o •e � �. � « .... i i. \ T.? . ... ....8� \.... /� ! r ....... \t !t / 1............ ry 9 'Y . 96 3 631 sf 2 831 sf 143 3 898 sf 2 937 sf .. t �. s' .. O .. .,. .. ti .a ..... ...... ... ...... ... ... ............... ... J / .. \ \. 97 5 355 sf 3 722 sf 144 5 414 sf 3 712 sf e S r ' .� ..... �..... V J f .. O.. .............. 'f Y % , r . �:: O 147 . .. ., � .... .... � ............SFA. 0 ..t 98 4 310 sf Z 880 sf 145 4 434 sf 3 011 sf \/ ... ....... ... % r P ASEI f ,� C ...... .... .......... i ... .. .... \ "\ ` f \ �..... /.. / \ n \ ti.... ........ �.. .. ..,.. / /....../.. O �.;,. SFA:'.. LOT.75..../....... 1 y ,\ . \ 99 3 249 sf 2 449 sf 146 5 440 s 3 '•'" f 537 sf J {n , h LO 7 s ...� ✓ F � � .......... I SFD 1 .. .. .... ... ...... ....... ... r... " ........ .... ....... / f , v: 100 3 249 s 2 449 sf 147 4 901 s 3 ....... ...,...... .. ................. -. � � f f 404sf y F S \-LOT.1 ,�.. ti r f I v , \ 2 sf 1 3,889 s / �.. 101 3 249 sf 449 48f 3 0$7 sf d .. ..... , .... , 1 l 1 i / ti ..... '`� SFA L T 70 i . .... _� .:., . i .. : 102 4,348 sf 2,894 sf 149 3,781 sf 2,981 sf 4,� ..... o fiYP �. i �, ,. / L T14 �' ........ $. ...... ,. / ........LOT. $.............. ) \� ,tio . Sf Q . « z,LL .. ..:.. . �. « 143 4 348 sf 2 894 sf 154 4 718 sf 3 260 sf - - _ $ _ / \ SFA.' 6 ^• ` O 3 1 3 2 449 sf 1 1 4 513 sf 3 s . .. n .......... l .. S5� < :... \.. a. , U4 .249 sf 5 044 f i .. ... J . . . / ... �.- . ... --:.. / ,, � _...�. / , ... � SFA ,: ...: f :�:: i ...... .... .........r .. .. _ _ ... . �i ..... ... . .. ! ... e� .: .. .... N 105 3 249 sf 2 449 sf 152 3 288 sf 2 488 sf r ... .. i i �, \' . .. ............... �,� � �..../. ... tS� 1, / /. .... \ ..... ... . \ r 4 f 58sf .... ... ... .. <''..�.. /.. 106 5 224 sf 3 33 s 153 3 2 2 458 sf LOT 76 .. � .-_. � ....... � :, OT 62... .. .. ' � _., r C r r . ..... 1 P � � O OSED � ,: � 107 154 �. 4 / LOT 135 /.. 4 ' 4 354 sf 2 874 sf 4 027 sf 2 651 sf __ SFD ; ........ ....: SF/q / .. . r /...... Lc! ... r, ////r _ , . GG.6. P / ti i /. FA... • Ct„11 �: .. ROPO 11, r LOT 57 •.. _; � . . P SED SWNI ' . ` SF / a , f a. _ \ 9 N �] . / a FA l 7 �OT 63 CILITY UNDER -_ 1 . S+ \ z�- r I-------,-- __ __. LOT 52 // rl.: LOT 53 F, : /f1 HI P'av r�! / ___ wl NS / 7/ / ? SEP r !1. , ...,,...,.. %__�....... :'.; / , SFA.... / \... \ \ ARATE 5ET OF _ ..... . \... \. _ .9', S . PLANS' U « y , rr O. ,r __ /. .. ', � l 8 \ SFA ) cn y \ O t.. ............ \ f L 4. s, . . t� T. w R O 6 d' �? / i- , ti 11�/ 1"' h Z ,� ' f \ � cn tY .r S f ._...... ..f n.. \ \... a r. �\ �\ //(/ "T�* - �........_ ..,_ f , . .!/ SFD \ . z Zs' / r / iI. m r b �' O LOr� T 8 � � S �� IG ST � H ._� zr � L T f O 65 r % 1 r �N f.. / � C _� T:1 7.. < V co z S T.. '.� LO . 8 IVI .� ` x Z FA .. O r } Cif M \. .. . . / ' ill 7 i' Ln \ 4 o O / i S z , x S FA ' F- L T.-7 \ �. ..... � 9 1 �m PAR G SI R o IC GN � f� , ' ` ``�: z o0 : / O 3 0 � l 1. ......... ..... - .• ... a ,^ n N .. .. ... .. .... S .. .. .. . . . . . ,I .... cl G / D SF a �.. ... ..... :, O 'SI \' 4 a T P i � ... FA - 7(TY , l � a�� MJ N i f z ... ...... LOT13 1 / f' \ \ r . ......... �.: .. =i y s �.. J N OT 13 a F �. ,. -� \ / O 59 / W \.. r / {.. ! \ r l7 f / .. _ .. v- . - �, ......... , d. N o �b SP , .... c ................ \ �\ Z F........._ EED \. / ........ .... _ / iiAS E 11 / h . L T ... f......... ti O 129 �� m / \ \ y:' r1. • ;FA ' \ ''� ° . 0 N DER rC r LOT.1A0 0 9 r : ' �,: 1 / v N. 11 -1✓ .. \ TYP. ti \ � %�. �, + .. { ) \ .. ... _ ,.,. .. ..... " ' , , , � '`\\ : •'SFA •,-� CTIC}N �` ,.: .: LOT 12 \ 1 ' ' � ti.. h . T TMP. 0 6o0-oO-00-o B1 ,/ ; , . FA:''. �` � �' / / 57 SFD.. f .. N . i . /. Rt7F'05i=D RE BEAT \ - '. C 10 \. �i a O 4 � u � LOT b / �:, " _._ ... ...a .. \ OWNER. L /.......... ti '• DAILY SOUTH LC � a' _.....:. J � .... ,/ / • i /_. 9 / r j / z l - /:. % .ARE/1/CIIJIG SP��E;. , a a � .� .tiy.. LOT'.12' .. � �'� \.. ::$:FA (... .ROWS EXTE�} TO • I h ' .. O. S.. , .. / .�\ - � / ,. ACREAGE. 2 AC ! ,... O W GRASS FIELD& �. ... i ., a� f ° .1 NORTH PROPER%TY`LI� / , r ♦ o / 1 , ,' ' R %. Y o CU' � TQfi �L`OT• LAW N • �. is . .. .' ! ZONIN R-6 \ $Oa x / G• �. o �. o r r r ti +' , f �t ) 7' . . fC�Pb5 L .T. 2. / DB PG. 8 6 O ,. \, � € 1 \ \ , y �, 1 0 47 7 5 5 / \ , �;' .. / 1 L.OT .142 , ,\ / \ - .... � � ANTI .. '':... ... /..' �:: 1 . N SFD P4 ♦ NG"STRIPhPj y �.. .... LOT:14 - \ / \ .'' \\ _. / RESIDUE PARCEL ACREAGE 8 AC N \ / 4 \ ......\ �`' ! ... LOT'.144y , / 3 5 S . LUT :126 ��\ , _ SFA: �•.,' \ , \' \ / / z' 4.r 9 -� 1 z SFA.. / o• . 'La h FA'.•. _ �� A j �S / / •�S r / ri ra \ -11�0 `` / o M L /" W rr V _J 1 v 1+ r� ti ya � \ v. 8.. Y� !x L� 1 P-` 'Qz " OT.. 2 \ i i~ r , " < r r : : e.. /.'.*.'. .... �o . ;::'.. s a . ® \. \ x ........ ib , « ! Q`. / Kam. r x C� / -L3 c 1 / 18. r 3z / �....: '�. ... ti :.:..:.... Q �.'. LOT 124 `� S / ..:... ........... SQ LAC I G. \: l *.. ) " f /. / \ o / \ �` : , ... ':.:...... L s i / x z . �. .. �. .. I: I..7 \ "1.I'l/ h .r :.:. \. /...... � S A' O 3' f ................... / �. ti j L �,. ti \ i/ FUTURE DEVELOPMENT cr / \ "..:. i / 2 R ' a`:. SFA .. <;: , / / S <:' / \..... \ \ .. r \ \ ... <� i;QT 9 / ... ::�", rT, L i J l� $, ,. ti /., i "�L- .... � PRO > o / r o , ,. i ,'�\ `�• SFD�........,. ? O .:':.::.. .. 9° :::`'' 1.« " r a ' <: / t',. \ 2 \ \ PEED . , . r. �.. r- N. .. '. F . t \ \ o' . r. .�.. 3 f ..... / \ �. �11\} EXISTING 3... < 11 .. \ €1(_•�I.......<.M ... tom, f..�� ... :. ,.... � .n �i. c.� �' ,... . \ I f1T QA �\. �'\ A �� �'� ,. 1 (lT i9� �\ `�\^-, ��� .� F�7(�TI-ill ( l i' NOTES: s• AFFORDABLE UNITS SHALL BE PROVIDED WITHIN THIS DEVELOPMENT IN ACCORDANCE WITH THE APPROVED PROFFERS. SEE PROFFERS FOR FURTHER DETAILS. 2. PARKING ON ONE SIDE OF THE STREET ONLY PERMITTED ON SAUNDERS HILL DRIVE, CLAIBOURNE LANE, DUNNWOOD DRIVE, BETHANY LANE, AND HEATHFIELD LANE. 3. ALL STRESS TO HAVE PARKING ON ONE (1) SIDE SHALL HAVE NO PARKING SIGNS INSTALLED ON THE SIDE PROHIBITING PARKING AT SPACING OF ONE (1) SIGN/ EVERY 150% //' / ' NV F'AKKINC� 51GN (I YP.)-� f .. 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CONTRACTOR TO INSTALL A mommom PROPOSED------_ .. \ - - - - ..-, -� 'r -, / ,� . .. �'... � I > __ /� - ..,.\ \�- .. ��........ .:.:.:-. ..!'... , . ­/ ""' - . x `� .. - . % � C0 ...... . -­ - ' . .. _0 I PROPOSED 22"x=" CROSS wl - - ., - REP.U� ,.,;.(4)��t 1. . ,.. - �: :-:::..-.- - - /. - .. - , .. ....._�...:.\\'... '.�m:.: .. _....'... .. ... '\' ....: .......... I...... - I �.: ....''. .. - � ...... I .. . . . . . . . . . . . . . '. .. . '�,�-� -.......... , - , 86 . ­ . � / . . . (2) 22" GV & (2) io"GV / . 8'50' TEE � / .'.*..'... , , " , � . .. . ..: . & PY . . --> 0485YD , � I � 3-8" G.V. /. . . , '' .LPT. ­ - . . '. ... :::�/ w . .\ \ ... 1. '. .. & .... ­ '' ' ' , ...... . i :-�-`:-:: .... I . . .1 ., ... I.,.-.-.-.- T I 1, ,�_,_*SFA­ * \`� ":.: �`, , . ..... , . - �.% L I ..... � ­­-\\ ........ � �:�-: ; �:�.�. \_�-,\ " - , 1� I I I * I ...... . -'t6 ...... .. - � - � ' ' . 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I �'.­ ­­ - I I" , "I �� "' ',�"-.-'l_, / 1, : , -,<TY/PE .C�: / - /""',�,�, , _,, , , .� " � 1� '.. ,., ", - .... %. , , LOT 1.0Z.`.-.- -.-.-.-.-.,- .-..-... --I - , . .�,� / ,x - \�. - - - - LOT'8?'- .- 8c / I � " , "' ""' ­ '' , , 1� ­ , ." � .. ... / ��, ,:, 1 -� , - \ . .*al,A* . �­­ --- --::- . I I . , /.'.''. - * \ ..... L ... .. � / ... "\ _1� .. _,.", .. ..... . . '' . . . ., �� ,� < / /.. 7. . � . .. - PROPOSED I ,1� � '��'­` / .1;1� p z ...... .. .. - . / -'-­-'_'l ........ I ..... .m\ ... � , , . �� ....... 7-.\ I.. � -",- `-� ,`,,,�� _F , , , '' """ , / I - ,�,, -,. ,� . - I ?, \ � ,��, UTILITY NOTES.- I , <� ...... 6'01* V. ... 1� �, �, ���,, . . N.' t ,�:, � .. ; - . . :::,:, ��. � .. ...... \ // '��"Ql� ". ll� � �,,� \ i. CONTRACTOR SHALL VERIFY CURB AND ALLEY ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES - - �� /.\ ,� , . a ,� - ...... . , . . . . LOT-118--'-'-�'- '� , ,` , 0 -,, �, � 0 I ..... . . \ , ­ ­­ � , " , ". �,� i . .... ­ . I . .. ... ...'' . . /1111111111 - ./'.' , ROPOSED 12" CL , -',-, N TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED ELEVATIONS. . I � I- I � I - , - -�-��. 1 -52 , " , ,� lr.� �x � .� I . . .... . X. ."" .. � .'.'. * , . '.............. � ..... I " , �. �! " . I \ �� .. �­'-"-­-SFD­ '...'.' 11 -2 m . . ". D.I. WATERLINE Z�, - 1,�., 1,�,�,,N Az , , " 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, MANHOLE TOPS , -1 ,':�O-T.11.4.' " - _­ * , , , , ` ", - ". [ ."'.1'. .�,��l I, , " 1, I /, - * , ,� ... ... . .. ...... \ 11 I ......... N1.1 ..- - _ ... ... " 3 . . ... ,� ll_� ""' w - :IV.1 . .... . ... . .............�... ...... / .. .. . , ", ����, ", N, "'. " . .:..l�v.l... j . . ............ . ........ I ...... 1 � �., I , AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS � ...'. FIRE,HYDRAN I , , ''' '.. , � - - . ..\ \ , .. . .. .. .. X , - - , I -.,�, ,�,� ,��,. __l " �,,,, `�,., 1� v ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION, COLLINS ENGINEERING SHALL VERIFY . , I T/ [���:��--.F�: �,:� � ft I Ivi I ".,.� �- '�'.--. - '. � . .......... � I ,Z� ,..�'. f, ", ". '. " ,-, ".'N' ,,, ... " " ,,_ . , — - ... , � '14 1�___`. "" .... 11 ��11./............... ..... � \.:....../ � � � �, " -0 I .. .... , � ""�-,­ �', .1. K'�./.. ­ . \ V I .... .... / "" - . , , , - � � -�[ I .... ,�, .,. ,,-- Ljj I... ..... ....... . . � . . - ''' .. .. . 1. FIRE HYDRANT -��-, ­�. ,,�-'..,. ,,�, - � ... ... . ........'... . � ­.. . ,*, . *.,!oe.,. , '' � ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. I .. I , � ��:�'l �.�.� . .�� ./ /I 1� I . � / , ,� 11 ... . .. .... � ... , -DIG AT EXISTING UTILITY CONNECTIONS TO . . ... � � I '. � � , '' ''' ­ .... .. . \ \�/ BAYD , I , ,�.� \ i2"X6" TEE I I., I -1 / � 3- PRI OR TO CONSTRU CTION THE CO NTRACTO R SHALL TEST � . I ,� I � 11 I ... -t ,\. �/. . .'. . , 1, - CONN RM TH E LOCATI ON S & INVERTS AN D TO ENSURE THE PROPOSED CON NECTI ON S CAN BE ACHIEVED. I . I , - ., ., - ` * * ...�\ .. ..;..L0T.lj7.-' .�. � I , '11� .. ��, .,,', Ln, I I I . -� �:�:�:��:�l " /,--.:/�:--�!;:�:� -:O�t: * ... �' * . .... * x.... . ..... .. . . - M 14 -.) . . ... I 6"G.V. k.�:` -, "�Y ,� 0 AN& . ............ .... ��'� �:: � I ".��.. ..,.\,< I � � �'. , l I '. \ �:"`�l , , :D � . . v - - - - .Z:il-L). ' . - , -I,,,.--- 4. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. N , I ........ ��::�,�..�:> , , /� ... I... .........'... 1, � . . \' 2 "I, "', EASTERN AVENUE �1_ "I ,��, - I (' ­1 ."'ll ..... .... .. .... � ....... / I I I � , .. I APPROVED &-,/" �' " " ,�..:, .." �. N " . , __ �... ... .1'. ... ... .......... "o, .... ..'........ ., , 11 I I � I � � I . . . \ WATERLINE SHALL BE ,Z,�". "'� �,:��, / BLOW OFF ASSEMBLY _�l . . . . \ .. "' ..... . � \ � ............ ...... �,, * . " 11 UNDER � u I - �l ... ... , " � .......... ..,.,.c :::w::.,:�`- ....... .\ \...... ... I I..." L, I I . I "I 4 .11 ..... I LOCATED WIT HIN THE '_�.�, _�'.-� `�x � . -���-j � 11 ''I 1.1*1 . " .. - :�:�::: �..��................ ... ..../, ... - \ BIKE LANE F_ / :%�_,. - -, .-.-�-.'�-'.7,(�--:��/ , / .. �� . . . . . . .... CONSTRUCTION 1�1- 4\ A\ t cp . - ., .'. .. �`;- �x:o "� ... / I . I I I I ''� ' , . ,p: \ - .... . . . . . V. q� / c-, - - .... i . LU t Al 6"'\' ' ' . � . . I . �ANITARY SEWER BETWEEN MH A Oio"CL-52DIWIL � � ) w . :,�' ":, .1 . I I ." , / , AND MH i SHALL BE ENCASED IN A \ � '� _� _-, ... ,;- / .*.*'.*.'- -'-*-'.*-V - , .. - "�� * - - 1. , .. , -_ �:�:�:�::.\-_�,�-.`.�:-..,�- .'. \ ................. / .". .. / I w \ _i_ �� I .I- ... .. ��:> �� �.,�',-,%�'l I / STEEL SLEEVE IN ACCORDANCE W/ , / li ,.__� . . .�'l -`,:_:_:.:.. .,.: ... 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I I- �� / %, ,;;;Z,�X \, ll�t$ --�, to, I .1 I ) . . , � , � . - I ... . � . , , ,� . , I . � - . - , ., . ..-,..---. ,.' �, ., " . , . * , - � `� - .. .. ___. \ \ . , . \ .. .� I " � . . . .. . � � " � . .� . , . , -...I . . . , , , , � ,, . _., . �. , " - , 4 , , , "' "- _­ d �� � I I 1 1 I- ___ ... ­ , , 1.� . ... .1 1. ­.­_ � __., � " . - - ��­ - � �., � , " �,­:, . ll,� I - � I " " , I, , ,�. . � I I� .... .. _ \ '). / I t __-, . .. 1� '. �1,1.��,��l I- .. � . 1, � " I I � 'PH 0 -.1 \ .1 , , , , , `­ � -,, I � I ... ... I * , >,. " _ I—,". , �_I�l . , , . , \� - \ �� .,. "I. ,� '. , 1� I-, ­\ � ,.,. . " - - .. - .,�, _,��11_ N'\X\�_ 1'k ��,,.A.,,� ��,__ I -.1 . -­__ , " ".� . �*.lt__ .-, - - \ - - � . I I I .1 I � , " " , � I, i-:, . � , GRADING & DRAINAGE NOTES: I _11 I .­ "Ill --,.---, .__- ­ "A ... � \ " I_- 1�_ _�.,` � " � . " � " ., _1� - I. - - - - , I , , , I, �,,. � I ,, , I t ", I t'� � 11 � I I >,!�% I ", \ \ rl I I I ; / / I - -1- - :��, a. ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE VDOT MAINTAINED EXCEPT FOR THE STORM SEWER -,-- I -1 .: I: ""­ , .� � I � � ,.­ '. I I � � � �_ � , � , �� , , I. I I I I I I _" � , .. . � �1, I .. i ,I I I 11 -, - .- � . �, " � - . __ ­­­ . ....... ­­ I ", , ­._� " . I I . . I . I, I I- I I � � � � ,.'..' I _� � I I � � I � . � i�.* � . , � ;,. I ..�� � I, ,,� I ,� , ,4 I ", � I. I I ". , __t ---- - --­--_------ _. " .1 / / .1 " - -.1-1.1-1.. ......­1 _., _. .�,­ I ­­ . , , I � 11 I.. ,-. � 1� - .1 � �, ,. .. ­.- _-.1.1 __ " . , . J., � , " ,\ , , `­ - - � , - �. , , �,_ .. __l .1 ­-, , -,,,,, 1, , . I ,_ � . " ;."", �, . ',, , ____ _i, ,,,., ". ,.., I I / / - - ------- I—— - ,� � I .1 :� I.. I � I,, . , .. . � , . , � , I, . * , , ,", . , , . . , � I 1.,, � �l �,� , -� , _­ ., ,� "o, , , t 11 - ­.... . ...... �, -- --- - � . t ',I. " X .. � ,,, . , � , � � . , . " .... , , I, . . . ._�__. ,. :'_� I, ­ I I , I. " . � .... ­­ , - , - ,,� � I 11- _­ ", I/ / �p_ � , _ . , . . , � , � �`�l . Z­ -- . � , . . � --.-----..-,- 1. , ��, / WITHIN THE PRIVATE ALLEYWAYS AND THE STORM SEWER NOT CONVEYING RUNOFF FROM VDOT -, . I � '. � ;_ , . . . � .,�,,'7 - � I.r. � I", . , . .� . , � , CATED WITHIN PRIVATE I I ,` '. " , . , I . I, . � I'- , , , , , * "' I . �I, - I MAINTAINED ROADS. THE PRIVATELY MAINTAINED STORM SEWER, LO .1 - I , c_­_______ --.------- __ --,------) . �_. v \ , , , � .�� , I ,."_ , , � " " ". I I I 1.1,1 t, , ,­ - � ....... I I .1", � I. I , , �,, ; I I I I . �,.� I, I, I I _ - I \ � - I / , .- ___._ - ___­&_� --------------, ,,, y 1% ,t � � ,,, , � I ,, � � . � -1. . I, � ,, I. -;��, ­., ­ , ,4t � I­'.%%_'r_%�.,. � -, 11 .... � I � ­­;- :.. . - . ,�,%� 6;c!-, - ;-�,:..q - , ... I! � � I � I I . I, I � ,,, I , � ­_�. ._� _', ...,..I. v ­_j��:, I � '­ --- 1. , . , . ..".... , * .,�, � � , . I, , . � I,�: ,I, , ­".1 ­', I - EASEMENTS, IS LIMITED TO STRUCTURES 8A, 813, 33 &34. ,­ � .�- �%. �;,." . ,x. . .- 1. ". ­_�. -, ,,,�. , " ..", � - 11 I , __ '' , .... 1. � � . I, _�' � I I. � " ,.,, , � " ". - . �� - � . " I . � � - ". , I . - , " I 1, I 1. " .. - �� "7� __ ... ... 1 ..,_­71_ � � � . , . -_ - � ? . , , ,,'�;\� '! t, I, I � , I � I I , - . I - , � � I, , ''' , . '� ­ * � � - � -P,-e- 7' .� 2. ALL PUBLIC VDOT STORM SEWER LOCATED 0 . I , �?�__t_ , . _ P . ','� "I I R. COLLINSZ '. .� ;�-� �_ �� .. - I I , , � - � � I t, � . � 1. � . � I I, I, � � I I, � � " ,-?_ .t" �, I�� t, . m� . , 1. - - � � - - . - 1 � �­­:,­- _. ., � 1. `­,., ,:--, , ".,."'. , ".­', -. , . , .'..' �'.--'­/ I . - __ � _ _. >1 ­i-_� / .... I I.. . � I �'.. .1 � !�, � , �.. , �, , �, - I UTSIDE THE LIMITS OF THE PUBLIC RIGHT-OF-WAY SHALL BE _.11­__­­_.__�___ _ _ * __�__._ I I -F _��_,___ _..... *,�__ � � � � I , � 11 . . I,"', I � ,, '. . � . I . � � , I ,.loe . ." � � 11 ­'� , I . . � . �l , . � � . - , - , I � i 7 - - ,/,� / / SCOTT . � .� � X. . t'l , I ­'­' ", , � 0 -�' �, � ,,, -_ --- -_� _". ,`_ ��z�, __'t. . _... �. . __', � I . , '* , � " ,.� . ENCOMPASSED IN A MINIMUM 2.o! PUBLIC DRAINAGE EASEMENT. It !2 1� Z-01 -(, ,,� " -_ ,,, �, �,? __ _L_ ( --�,-_�:i-L�_' . 1, , . . .,. __ .1 �__ I, � , /I r)T -I AA - - - -,- - -­ ...�� . � I - I - , �_ , ". ". . ­_:.".:, I , - ;%__r,:;31___ � ,` _v- -, . � I . . . � 1, , , , � � .. __ - . ­ . I -- '. . � , . .. � . -,�_.* , __ � ; . , , I ___ ly-_4 ,: � - - 11 ; - �� tz= - . . '. ,� _��. , , . � , '),' , , , , , ­,,'�._%' t, � ",� I.;-r!�lr­; i -'__ * , " . 11 , " ........ . .. ,,. I . � -,�, � � � I "?"lt.. - I, � . � I I I , " , I., I, - I, I`_ � � " 11 � I 1- ­ ,-� . 2A6U__ w __....w_._ I � 1_: , � ---f4- - _�l'�` I -1 ­­" I ,t­,,,,, _� ��­.v ­_ '� ,, � . I, I i:* ., I I � I I .- -----, " � 1, I 11 . I I , * �,. _.."', - - � / / / -) No. 35791 �I' 3. MANAGED STEEP SLOPES ARE SHOWN ON THIS PLAN. THE MANAGED STEEP SLOPES WILL BE FIELD 1+?4tw----. w 1�, � , 74w3+ -rick 1� - - __ :�i I _­ 1�- .� T.- __ 1'� � . . , , " - � ", " . , - . " I'll I , 1"� I I I �1'i�,. I I � � ­., . , �` � ,z,�. I . � , .�'. I , � ,,� , '. . . 'I ,� � . , - I _ .,.,---- __�­_<��-_ - ... ­11___J_2ii��,�',_ - - I I I I, I � I I I I I " I �, , I .., ...... I ...... OT-M � ,�-� _� I . �-., � I � ...., I " _" " �, I I I. I . " � I . � I. , i I I 10 �7__ ". " � I I - 2, �� �_ - _:nz" I I I � I � _ , - . . I t, � '.� � � I . � � 4,� , . I , ljt;to fa .... I . , ,� '�` *' " , __ � -1 ­__ * , , � . � � . 11 . � � 11 I � . I '�' �,.�� / -.-,- - __:�W' ---------.--C,4--; - - , I I � I . I I � -/ .. .... .... .'::.v, �� > y-,�,"".-, - I- /,. � I , I. � X, . , c . , _-F_�, � , , / / / "..-.I.- '....­­ .. .. ? " � I I � I, . � . I .1 I I, I I I . , " __." _____ __ ______ -------- - .1­1 ., . �� 11-1 , � I I . . � , . -, " - . .. - . - .. .. - -.-- , ., 'N':11.. I 4-- . ----> __ ­4 ��_ - ._ - _,� ... .. - _OT 3' SURVEYED PRIOR TO THE FINAL SITE PLAN APPROVAL. Z .. / -.-.--.--------(-\- .+, .`__.__.__.__, __�__W_ .!�_ 1�__ I, ___I �� , .. ...... - - , " ll� I � I`�,,� � / " ,,,, .: - - - -,.--- , . ,DRA[NAGE ---- I ... �"� " , , I , . 1, , I, �.", . ." �� V" ..., ___ --_ -_ ;v _1_�­' . � I.... � . FA,---2L , , 1-1 , . .-.,- , � . . � .1'. � �, I . . . 1"'. I., � � .. 4. ALL PRO POSE D S LOPES STE EPE R THAN 3:1 SHALL HAVE A LOW MAI NTENANCE G RO U N D COVER FOR ". / ,,, I I - :J, - � I . I . . . � ..... ... / . ". S�� � , . �: �": � :�: � -_ / , I _��l t� \ - " - .... '­ , � - . ­ 11 - STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR - - ­ �;-,_ ,<>, -,", , \ i ,. _1 _� )$ED --"-- - - -i 6SgMENt . �l t, I � � . .. z��­ oz-,"''. , � "" I * I, � "� � I, �...,.. � � , " ' ', ' _�_ . , ,� . ; I 1, � , �j , , � ! iI) ' ""I C , I � ______� -- -1 I : , � . `1� � � ". � - , � � " ,;�, I � � It I � 11 , ­_,_'_­­ I ........ - wj_. I, .1 ..M KA&Eb ... EEPSLOPES---t , " , � , � , 1� , �If I 11 STABILIZATION& SHALL HAVE AGROUND COVER SELECTED FROM TABLE 3.37C OF THE VESCH. I �l �l I � - -f - ___7_1�__`��_zz�_ . ---,-- . _____� __---'----- 1'� I 11 � � ____ ...- .. .. .. ,� I , / I I I 'i 111_ . ..... � It ­.. f �, � - .. 1�3_ - - : � ____ - -Izz_:z .. � i -..-. - , ­.. � ,,,_� BERM - I/ , , 1% -�,- '1� , t' �. -"I - , %� Om�L ­­­ � � . 1� . .1. I � " 4-, * . . I ­... - . - ­_ ----- -I ' , , I � I' " '�',/ - - _7­7- �-- A - �_­jl . . . . I " *"%�� ' � "', - - ' � 'PtR;kLbE' ' LE tOUNTY � ", " � `�-�, � , ' 5. LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE ALLEYS AND ROADWAYS, AND IS NOT 77, . � , �,' -:�,�­ � .:7 .. . I.- - - " _ _., -, . . . . . . . . . . . . . � - ., . 1. .. - __ I �l - I � I ... __ ...........- I . . --- ___�� -,, wz - - " 2 � . - . I I I `�` _.. , , . '. . � ", - �::/ . ./. , . . . - 7;--­--�­ ____� ____ I --- _,� � .1 � .., , .pa", � � - � /�. I ___ . � ,�,:,. . �_ I ,.. - �,: �_Z�� � , � 11 , / * , , - I I, . I . _. , �� . CHANNELED ON THE LOTS. � . . It - N. � 4-::::i,;:! " _� , - , ` � , '. ' ­ � , . � .. . 'I " " . ­_ - -Ilzr�;­_ ___ , J - �� , � � �� � '. � . � � � � . . - , ' . . -, . _� � . � , I �Z, �. ., _ , :> , , -�� - 6. CONTRACTOR SHALL INSTALL HANDRAILS ON, OR ADJACENT TO, THE PROPOSED RETAINING WALLS. , I, , � � �l 1. �*�,'t , ,�-I-, I � I ___ - / � I � " �' - - - - .....I.... .- � , � I .-". � , ; ,� ,` . '. - "I , , " - , ,,� ,, * , , ,,�, �'. , I - 11 I I 1,, , ----- `--7 - �- I, I . � �. - - - � � � � :: , , , . I, � �, � .,� '. - ,;, , , � li 11.1 ;-;7 -_-,7-��,,-7 , 7 I x - 1�__�l - � � *..*.:.,..'. � , . ,�, . I� , I �: � I . . . \, I, ', V " . "; � I .. .11 ­. �__- - ___� . ..... '. _� ,,� ,\ � , -_ , . HANDRAILS SHALL MEET MINIMUM COUNTY & STATE REQUIREMENTS. 1% , - - I � .1 1. I I , �, .., . I I "I. - __�l _`_,_�, q :L-7 _,�.-_,. %�7_ ­ , ..... ..... \ " I.,., � , ", , " , " , I , � , . , � .. , , , t, � I : -1 � - - � , " " 1. . �_- - - __ . , - ...., -GRASS VEGETATIVE COVER. I ( � __ � ��.,��.:........­ . . ..... I -, � . , , j� ... m - '. � , � . I � �,,, � � ,` I��. I. � I. � I - - I " I , ­_�-­_, I ". � .,.�.. ,� �,�,,., . , -�,,, " " I I -\- - � ), x I, � " .I,. � � I I En 8. SEE STORM CALCULATIONS SHEET FOR EASEMENT WIDTH CHART. ­11. � -`7,*�_*,.- - ., � . . � � ,.� " � ,,, . I I , I : � �� - : - - - " " ,. 7. ANY SLOPES GREATERTHAN 3:1 SHALL BE PLANTED WITH NON - :_�_ll __ " I- . . _.. ... � . ..-..: ... * . � ,�, \ � \- , 'w ,\ . , I - . /, I— . _ a ­ , __�,� '.1 . i .1 . . �__vv . I I , , ", " I A ,,%�].�V,�'. , '. � , z 11 _� _1 : ,��,� I � r) , " , J , , , I. x uj I ­. t, � I I � � � I , , , _...- .I.... - \ , *` ` I`\ " � .1 � � / 2-1 1, _:�=_ - I ,,% , , , , ­ ­ ....... 7 1 lt,Ai�� \, ,I,.\, , "t� I �� - 11 , .- -- '"' 22+Qq,.�_' � " I I. , , . . , " " " I '�,/, "/1 '* �-:�,-- ROAD NOTES: s , / , , . ,�', "' - , ... :.-�"..'.'.. . . . t, � � . I - I : 7'r� ,� , I. ,� � - � . x / i . ... � .... - �. ** I ,;,I I' , 11 11 --,, , . I I I I I � I � � t � I d . . I "/ OT 54 I (;�, ..... . .. '. I. 11 ,,, I , - " 1. - "I E "' i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD &ALLEY CONNECTIONS FOR ROADSTOANYROAD - .. .\ /­ I I 1. . ..� �'l �l .. ­ - .... _ z . . . , " I N ,��' . �� .", PR.b ' ' . . ...... �� _. ­777�� - - 11 , . I . v w I ... ..... � ... , \.. "'. '. � � I � I ININ'6V)ALL,(6%MAk.14T:4 - � � / � - - - I ,­­ . EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF � ".­ ... .. .. 1. V, ... I I ....... I , . i ''. I ..", �-t ',-.- I .. '' ' ­ - '\ . � � .\ : , ", -RET I u b . . . . . ... � ... . . . . . . ... . I. I I' - - �m�:�::-.:� 1/1 .... ....... F ..... .. � I ­-.1- � i ANY DISCREPANCIES BETWEEN THE EXISTING ROADSANDIOR CURB AND GUTTER AND THE PROPOSED ­ . _­ . I .... ....�:/.;.,� \ V.�.. ... SFD ., I....../ I I.- - . ��­­ - .. ­ .1 /' .. , . , . , .. , . I. , ... , . , . , .... . 6 1�1 - 14 . - .'.,. ,,- - - , ��,� I I � I/ � 11 , I,j - , - � V-,N,�, , I . M 0 ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB, ROADWAY & . . t.�. -1 . "D - - - -t.- � q .. .... . 1. P�� I . . .... . .. . .\ �­� If � '11I, ,,'/. I, V . I 11 j3 ,- ­ ...... ... .... . __7�!�_ , �� . . . . . . . . .... . . . . . . . . . . . . . . - - A , � * cy-1 LACED. ,..� / ' - � � � �--`10T:74 .... I . � ­y .... ��l 22 , \R)D � 1T 66' - ',* ... " , I - ... � : ... -�//''. I �' �' z ALLEY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING P " . ... h � , .. .:I;�_ -,z- - _1 .......... 1\ \ I � � AR MM � . . . . . . ... I . . . . . . � . . . . . . . . . . . . . � . . I 1. 0 rl 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS, OF ALL ROADWAYS, ALLEYS, MANHOLE ---,..-, I 4r,'' ­ ... .. . ­ �.� � � ) / / P, , ­ " N.: / (TY P.) --. , rD.. .­ .... . . I Itt, ,, 11 .. .. .. - t__ - 1_�_ ,;/" , I *.' ,, " 1, � - ' - .'.' '�'.:--,'-,SF0 - __ .;\,� .... ... ....... 1� ... \ 4, lz ...W- ­, ,, .- , , , - * . i.r. ..-. / t, � I � �l , � t, I ., 4 0 _' / -- - - ��::.,�:;,�;.�.::�:��:...-...,-� , .., . _.. _ .. ...... ....... . %_.,� , 1;� ­, t. � � t, -1 ........ ..\ .. I I ... . -, , v � ., � m . ,, 1� - A ..,�_ _ . . ..... . .: .... ...­ , . -_ , .... 1� ....- TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO ,: -- I - /­ - / I �. " ��._-:�::�*: .. 1211�_ __ - ;, .. I., ... � .......... / ... I ..... � P�. I \ 1, X I , * ­ . ... \ . 11 4 t � I : , COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING "I ��;� I �:- \ .... .. I - 1�� ..... \ \� : ................ / , �`�..,.. '' \ .. . . ... � ,� , ,- P) . . ......... ... I .... ... -,: �' � .. - � . SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR "" .:4_1� __l . . .. . - .: .. - .11 , � �l ...d:dld6d�l:b� . .. . I , r�:�-___,. z .1 . I � . ................. �:'-�:�.%:w:�� 1�:-� ..:!.,: ...X! - "" .�, ., - - - . 1. . .........'......... >. �� ,eloll _ ..:- .\, :.:..;�::: �� .�\.­ .,�'...,..> .�- ,:-.. ., '. �:�, -..-. , �� _. �-­ , , ,.,.*, ..\ . . . ��::.� ::-� �-�:: i. � � . Z % ........ I.. - - . _ 'A+. '.1­1'' . .. !" I :::�-�, �-:-: . - .-./ .. ..... . I. ILQTA 32 ... I , �, 1. I .... � .. . . ,� t � . . ' 3. AS SHOWN & LABELED, THE PROPOSED ALLEYS ARE PRIVATE. X , J� - tit .. I �\ : I"" . . .\ ' .... 5, � . .-,�­%. . I I . , -,--,-/, ..,-.-­.. -.......... Y - -,��\�;,*��:���:�:�:�� - ........ � �;,. � ... '' -'-SFA ..... * ........ ',N.-� t t"t"I't I�A . it �.. . �1. � , CONSTRUCTION. / -.1 � .�:: �:,�:�.� - i*,:,-,�.'�::���: zc .. N - 11 , . - - ... �rml. I 1�,�l , ­ . . . . . ...... I .1 , '�L'l X 1/1 / 1, I /I 2 , .. I _�f I '/ ­�_ I - - " � / ., *-­.,-­;, _'... � .... I/P - ....1 �-8M-.�'...,-, i ....., .... � .. \ ..., U "�vl!� i 11 I- ,t, -1/ ___ op.1-- - �1_ . " .:� ­ LOT " -" 1. ......... ... ...,.../ .. . . . :: ,, / "'� /11101 11 1, � t­-LOT 7 1 .. ....W. . . . '� IZI . ... , .� _/_.11. .") � 1.1" - ..l',..'.Y \ . "'" ____ , /I I . ." 1-l-, / . , ..­q­ I.., ...'.�*..'/' , ... /. / ­. .. . . 10 -, *.'. - - .. /1, , , , '" P)��:�, -. * � 'I , - - , ", , � ?r,.. 7::,- .... I . .. ..... . � �r Nt i - - , x . 11. �1�1 .I---- I., . . - , .133 1 1 . �;��% ,,:,*.'_'.-. ,:";."'. ... ............. ...... I � , " Go . ..... Zl. �.-,_-1 - .. ..... .,.,... ...:. I ........... ......... . '. / / . .. . _. 1,1 .. r. SM: .'. - .. / __­ . ..... �� ... . ... \ .. .. � 1� I '.. 11 I 1�, L ' " / .... -,- /I -1 ............ _ . 1/�� -:N`!- I� \ '' / I :_._�/ �� sv�,, , . . I. �� , X.I. -- ­. -, I . \ . ... I .. . - / ------- ­­-, . . .. ....... I ..... ..... .... . -0, 4� , , A .\ \ . /. r cli '. ..... I . . � - LOT 56.",,., .." . . 1, ..� f�.�..'�_'.' . �... . . . . a _'.'..... ... ''.. , I 1.1 � ...... . F� , U) 9 "' / - I . I .� / �- 1, . � � z I �___ , / / . �T __1 _/�_ '.1 I . - , I � . ... 17 '' - �/`/ I A .. I . I. I. .. ... . . AP ROVED SW / / - .1 ,\ . ..... . ��: ��,q.��:�j �-*'. � :::�.�.:�::�L�t,**� 1. . ­ 'V+ - .I , 1.11 .. - - �11 , I ". - . (I . . . - . � ... / - -- - � .A.CD . .... t..6.1. ­'.." .,.... . . . 7*+ / " � � .1 � �.. I .... =. - , ::� .,:,.;/.:: ..... ... . FAC / , 1 ___/_ ..... ...... // . "'. ..... 0 + 11, I', �LEVFL. 11 w `� . I /. I .1 ,-,."- -.11- / /. *,.'_'.'.'..':_T. - � ...... - .. I. ..... .... � .... � �'� �' - - SFA` - ` ` - - .0FA" +�­:� , I , I- , """ ,� . I I ­'UNDE I -1 SEPARATE $gT.PF / -, .- ­... , . . . ­ .... /�-.: �: -w .. � 0 �, __ >W�­ - ,:.�... ._.�.. I :1........l..y..... .. ­ I I—- ..... ... !. sl. .. � .... ... . N r ,..� ". - - . . � . -,�'-... I, ,` � . 1. / / - I sr / __ -.1- . .......... �..��.�..... :�& )t ' I �EM ., : I , I . , . . � � ..... I . __'ll.­... ­1E .. .. � , � t, I , "I ,-*_v ." .'+. ,.._ " � _1 " r*l . . I If - ... .r .... L,:./;�_ . "I .,�., �� . . . . . ­%' �. I .. .. -4 -...-,.-. - .. ", . . I., . . I . '/'.LOT-.7 -, . . . _+T - . ­.. .1. � B, `/ * � .... 1 17- ","', . -1. .\ It ..�. � fl, " i / / __ I . LO 4 :-�.:.�/ll � �:: � � � :: �:'��5 fl, - -i I - . ---- \1 . .... I , I "Ir . Z� z zar i 6.1 I / , "' �1� ---. .*,-.. . ,."// . . .::- _� ... � ...... ........ I o'yE-6-,,.,,6NE I.. .... I I 1. § ....t'..." ".., "i I . :. �.. + .� / J I , 1. _� -_ �. . . ...... 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I .. .... ­ .... 1- _­ / / - �.. . . - - ------- - ' ..... . .,.,�� ,/, "" I -_ ,,/�'7 ,�"_ . - . , r�l . � .;:� ... I .." �, I ­ __ 1, ___ I , - 1, ... . 11 / I I f i� --- __� � , /' ____ ­ ,,/, '/' ,,� , . �� I ll� " I b Lu lu- Lu - rl I V) JOB NO. 112066 S CALE = SHEET NO. ALBEhfARLE COUNTY GENERAL CONSTRUCTION NOTES U 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY TR NSPORTA77ON (VDOT). THIS E VIRGINIA DEPARTMENT OF A i SHALL E OBTAINED FROM 7H V1R XiSTING ROAD, A PERMIT HA B E R ,� ( ERE ANY DISCREPANCIES R ME TS OF 774E PERMIT. WHERE TEL Y REFLECT THE RE UI E N AS MAY NOT ACCURAT L Q PLAN DRAWN OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERW ISE NOTED. 7HE APPROVED EROSION IN ACCORDANCE Wl TH E A VED E S CONTROL MEASURES HALL BE PROVIDED ACCO C R t N N 1 TA TION CO OL MEASU E S J. EROSION AND G OR OTHER CONSTRUC77ON. TOR TO ANY CLEARING GRADING 0 AND SHALL BE INSTALLED PR CONTROL PLAN A , 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE iS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY E DRAINAGE HANNEL. NECESSARY IN ORDER TO STABILIZE AC ENGINEER, O DESIGNEE, IT iS DEEMED ENG R R G Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PiPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PiPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GLNMUL CONSITRUCTION NOTTPS" FOR AFTR+�'.L'T,S 1. CON57RUC770N INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST N077FY 774E DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CON57RUC770N. 2. UPON COMPLE7701V OF FINE GRADING AND PREPARA770N OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WiTH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PiPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR W THIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCA77ONS ARE APPROXIMATE. EXACT LENGTH, LOCA77ON AND APPROPRIATE END 7REA774ENTS WILL BE FIELD VERIFIED AT 774E 77ME OF CONSTRUC770N. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN 774E OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM T74E EDGE OF PAVEMENT TO T74E FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET: 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG- 9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESiDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. Z COMPLIANCE W17H 774E MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SEC77ONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. S SUBJECT O RNAL SUBDi SION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS 1 T Vi THiS PROJECT EXPIRE PRIOR TO SIGNING AND REC ORDA770N, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH 774E VIRGINiA MANUAL FOR UNIFORM TRAFFIC CONTROL AND PROPERTY NUMBERING ORDINANCE AND MANUAL DEVICES AND 774E ALBEMARLE COUNTY ROAD NAMING A e. �4wsw. BEYB LBD UNITS ,--•-' x.. iosmFP�`i�'imsr�w �r'n°x>r `:•`' �� � , ✓ l \ Mran�rua:--I F-- -J",,..•'" '/�-__'-..""`^•w�",�,�,--�.a it St "•1\ s� , r l r + 1 / ..A f 1. \ fl T (p :fir`, • U 1 , \ 1 .,y 4r . I + r1=mamdn Anc}wPa Y X It81NFORCP.MHIdT CONNIICTION x :+U) :. �,..,,.. FAY. :�• + ;._._. � a�f . - . .;::... •,�:. �� �. ..Y ,,. .^- ( :` :::. tom"` .'are :r`--..,. ..,_„_ c' tr:: L!t1- .!.r "`r",:+;'^,; r "•' � ".•..., / v\ 1 r- IFA� r / f - _-0010 .. 4>£o,eN)saac e>meoacbutr � •� -" /f r..._,- {:� � -:c:,, 4-'•��'%�':i`� �• Q e- pnBY AYSPaI 5� /'/+�\ ))J / : Fis>•� "•M '•`'% N W4,-47R)'A8pP0'✓sJ' i/Jt'N = 1'- � !b-D'3111�FSx£AYAnoN ..r. L LPNPl>it�t>aoeYARla1rCAffiSPORL'IDNi9rf ,,.'�.// h :: ." I ..,, � : �••..•,•• / En / N W. - - r d 1 sUj �p ,% ii} Anchoa''=a 1%1NIK+litl ( � - i / %''�i�j`i::�� �; �:_ � • •2: X 1:1 BXCAVATION OViZING '�, f 1 j i= , I 1 f< HRS1 r ,-T''J r `,. WX 9[ ALIS:38 -I'fi) • o s e.a< ` I = c :r /'! W �! / / / V • / ,� G7' SCOTT R. COLL INS No. 35791 , �j L z +`gyp 1 �S G SIONAL •� \4 \ \ \\ ir;+�.. s.: 'icN.'YF',"'r+` - `r .. r. `+ /'° �,, '-?''"li.Q '�•.,• �, '"�-,�yt °""''";",K,;am � r( f / z c7 /r _ s•^ \ Y.. :'�:» PY2 j�p lip it }y. r, yrti: r'' yy .rY uppN.'+$° \ ` Vt \ t '3{;s..1i✓'•', / :`:�. •sct�' , 9 1 H h � ri w m r - ih tD S ,1ED� S / r . "••.'•-mot--` \ � '1 \ .Y �ti: r' 4R �: '+Y ;:'i,{i•,•._ I' ,,,,,� W 1� Cii r-i Z i- / d y. - a o f w >m r Aucho[ Dl r ¢ E r 1 x CAI1;Ase PxseAxn2zGN \ \ u,.# 1 _,P . W ¢ �t Z ¢ a = E • wm nw'a1 h .d ' �:iw �•L%jd G /, In < t ,,�`� ;.'�^�� ^ � - _ �s • •i - ^n:a� t-.St; t t (.: (j) 1 •4 i.i \ � 1 r Y W"y, :. � •,. 2.•i:{:i: E stir, `"�.n �� l,�r .. t i 1 9 '*h. A�b�, f V �l 1^ U L 1- C�` haw. Y � yy 9 '�,..z,>t,,., s R }<`t;: 1 1a y f i r :'s: y::,,,:.'.,,;?is'. d' r ��-•-P '4K Z Q O L W O \ \ \ \ \ r•''Na. rtyiy, 4 ti „ ..�.. i ` t r „'': -,suiz ^ f' i r `^^�:. '+o-,� O. W 9 U ,Wi W „•1 8 \ z.: . \ \ `� � V i = �'� as a•'!rw". �` � f �. W y _l V F- 10. 7RAFFIC CON7ROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN 774E N m o z o z }� _ YY \ /r' xq"`�rEvr:: * .,.i.. �y7 <-t '�" n"a see�"M"r't' �' ','::. . ^tea*'" .! i, f r' •rz `°` , `9'�*';�•3'..'z:. W U a ❑ U '¢ (- OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND E�- 1�= J \ ` ,f%� y �,� ,� _ a ,,�, a sn o a CONVENIENT ACCESS \\ f=`' N o , .. �`~. .,. U ¢ ¢ U W z �ar',.a -✓a t _ y, .>"'" u.w:.. Y ) t t 'U t ' rr r '"rws•`"�a,. `""• 'k••,. Z '' Cfl U U Z to >- 11. THE SPEED LIMI7S TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 174E DESIGN SPEED, OR AS DETERMINED BY VDOT _ _ `� rr/ ,� C \ �'1 .. ,: r �` r Y � w a a FOR PUBLIC ROADS. i , y /^ l .: 1V1 .. i e .+aW f� i 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND P ROADWAY - == _ . - _. -°• I �,q ..._' ~^' ' ! .w1 1 V) z V) N can FILL 7RAN5/710NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. I __/� r�oro _ O '.. 111 ❑ .Y�---------- RA I �k 4� a & o z w In 13. A VIDEO CAME1NSPEC770N iS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT �x -- - �E• -' � I } Q 1 i:; , i'' /.y.<- '� r r f �- <[ ❑ C OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA " °' °" m - - - - - - -- - �°`� r" ``` ' ' / ❑ a 't'' INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. TRIP GENERATION CALCULATIONS ���� `� �' g ~ �' "'`�\ ' "�' a �' } :,. LU RO,4,0 MOO S TRiP GENERATION BASED ON ITE TRIP GENERATION MANUAL `I `, w GRADING. r _ (8TH EDITION) 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICA77ONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA _ PAVEMENT DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 'THIS -� _ _ -rI l rtt -. 97 SINGLE FAMILY DETACHED UNITS (CODE 210) PROJECT.\ _,,._ _ - _ . _.. 66 SINGLE FAMILYATTACHED UNITS (CODE 230) �- ----'-'•� �. '� `" h ^ ^ " 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED 1N THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF -ri WAY WID1N AND REPLACED WHERE NECESSARY WIlN SUITABLE MATERIAL TO THE SA77SFAC770N OF THE ENGINEER. '-r - ' \ `' � Sfr' "IN, � i `\ �� ``- \ % � a � N Y�•1 N N tN.i '�-f 1�P1 b 1! J. ALL GROWTH OF TREES AND YEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES -COATED STEEL BAR1D OR STANLESB TOTAL ADT: -ipi VPD (655 ENTER/ 656 EXIT) ' `�- � ` a 16 - 35' MIN. D:25 HIN: THICKNESS STEEL CASING IN5VUgTORS � W \`\ � : � :. ':` ' - � j �.9 is � `� �O AND VEGETATION WH1CH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. � CONCRETE FILL a '`\ '� + STEEL CASING I I TOTAL AM PEAK: 102 VPH (23 ENTERJ 79 EXIT) \ - U1J IH ENDS 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONS7RUC770N OF THE �-______ _._- ___ .__ .____ __ ___-______:___.__ ._ -_�an�� ., ••• -.. SUBGRADE. d - ; - _- _� �- _ 0 TOTAL PM PEAK: s32 VPH (85 ENTER147 EXIT) \ \` ��I \�� / �. _ 1 �^ //,' j,"e2 D�' iA NAGS' 6 m s F 2016 (M1A1? Blitt)CE 9TANL1Afi42M1 / , Q, 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) - ----- - a R s, 1 FOOT.T� �I . ` _ OR s _1'.�I 2 Q° 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD 18' ❑R 20' JDINT ❑F &I, CONDITIONS INDICATE DUCTILE IR4�' PIPE I. (RESTRAINED +JOINTS%' i 3. ALL DRIVEWAY ENTRANCE PiPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINiA DEPARTMENT OF 7RANSPORTAION NOTE: i, STEEL CASING TO EXTEND TO UAaCK OF GURU, GIT'CH, SIDEWALK, ETC, OR A IMINtJ,I'UM OF S' BEYOND THE EDGE OF SPECIRCA71ONS UNLESS OTHERWISE NOTED ON PLANS PAVEMENT,,, JYHICHEVER I3 CHEATER.- x /� � '�I ^ � L�..a__. ?"' uri•+J'+ {A 9.E5 t4dt5 M 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFACTTON OF THE ENGINEER. DRAINAGE EASEMENTS 2. ENDS OF CASING CAN BE SEALED USING A PULL -Ohl EIvD SEAL UASKET IN LIEU OF CONCRETE FILL. _ r . _. __ _ ._-__ \ "s e at vn sa�xrb °fie; r SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. a. MIl1DLE 3�ACER $HRLL yE PLACEpr THE CENTERPOINT OF PIPE, x f�fr� u{}jC♦ a " = � I ' ,(���;ry� L7+.Juv' LTC H�J C'd.71?•. +/F�d G 8• I f PAVEMENT v iqq, :K: ' ON-StJ?ETPAS RIW f� ^ ♦" ••:. f' Y5 ,Ai {+ 64 i+k' .xh' tT .i' ow-SWE 014LY 1. AN ACTUAL COPY OF 7HE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASESME MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS SEWER " • "`"` tE nWE ( a�acATfv av srnEET APPROVAL THE PROPOSED METHOD OF CORRECTION T YPI A L TEFL SL EEwIE I N S T A LLATI QN - .._-w,..__. uUk, EXIST. GROUND '' " 1141. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND COMPAC77ON BEFORE BASE 1S PLACED. `"` t' -x IN[7EF��,alAYS+f, ; f f J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE T 1, 11, OR l!1 PRIOR TO PLACING AGGREGATE BASE. i 'I lit) ! ,1 ` . - I I I I - cum 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 7HE EVENT THAT THE SURFACE COURSE IS BEGINNING FIG, 3- ` `°";N k FF� AT THE COMPLE770M OF 774E INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT 774A T THE SURFACE COURSE iS N ST. CROUN!? 57tEWALK PLAN]M 51R/P GUTTER 7RAii2WAY TRAIfI.WAY CUTTER PLANTbVG STRIP SIDEWALK APPLIED PRiOR TO 60 DAYS, 174E PUGMILL REQUIREMENT WILL APPLY. C, _�,� 4�,�n f.4.4 m� «PL4rLRY � �,„.,�+{,�,� I�V0) 1Vl1 5. 774E USE OF AN AGGREGATE SPREADER IS _REQUIRED WHEN PLACING AGGREGATE BASE. 6, BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. x„ar =� ifi= fS..h'it h50 4Lt a 3=fLC FC= t tKtr • S• N},ha ,,y A! ]i6 N6V.,>;.� ` •Y^ Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 a 0.3 r „,vh" "` " ,�qt��D /C�ryt�r �BUC �r � ,ff' [r rTI N �T��ZM� CL"B����jr� p� Bqa .RJ 4 t�r`brAr R,7 rZ pBJfyee�/�T N w aca. rr t riar ,r Wz* a °f l aT�i4�s' J-V+PIa/4 �.7�LFLi•�•l a7�•Vf`ildf r.4[/llvVf�, 4iuYf6aVVdal>/aY, fi�lYdl71'f�L�/j a7tYVl�i/�',LW i7lii�q, .PQ•><ll.IidTfJ (� Y�//,,''''�� ae rx en revs YQ Pu+.0 a src r m 4N14/ x `ud 'Wi s+9, Lc i a"M; se ��rrll GAL./SQ. Y9.). tA' h t ! i GG AC/ {AXRP EF N A$ dY 8. BJTUMlNOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT V7RGlNIA DEPARTMENT OF TRANSPORTATION `"' °'` +'1, '"" '''`""'' ���P.f�J/P�iTI�gt�)d,WdS�lIptB,�70�1VZpYp�y1� p� �p�/ e� P�+ SY i f+1+1:!•`• i Ctlt:h6•+A' nurse 113Lrf5 iY;4' A JV .741�Lt0 d/O07JYiY ARF"JI AV A A GENERAL. NOTES r cusi..=zd r a Urf a z aft NOTES: tcPPi r..r ..e rat n'�n ffr a rwv u+,sr- :yL 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. SPECIFICATIONS TO 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS t' DEA CTAMZ� wt To Vt �' p'CS �'�� 2. ALLOWSTREET WIDTHS ADEQUATE WIDTHALI_ BE RA ELWAYAN D PARKIWITH AL ON ONE SIDE OF HE ROADWAYS.RDS SEE EEFIRSHEET AND FOR NO PARKING SIG Z A u^r t rrLar„ur. ;en.t:: r:n �u�n W.n,ao r; r„ rw: c: +". Pearn.l �: eP;K. ALLOW ACJEQUATE WIDTH TRAVELWAYAND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET' 3 FOR NO PARKING SIGNAGE W a. OETECTtlII.e M ID TO CLA94 A-8 1CLA5Y A-4 PR@C ) .Y'[L'ICAr.G"0 CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES WITH "FAMWINT sURT EG�THEtTILWIeIHa THE A vg INSTALLATION CBOX CULVERT bED7NG Nvcar ON ONE SIDE OF ROADWAY. F H t�r+cstl rt lot+ IiDE AND $ACKFIL L METHOD "A" SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGiNiA DEPARTMENT OF 1RANSPORTA7ION MAY BE LOCATED WITHIN THE IAv� oTirP�oFuTe+ wrti►'Twu►Tan "" cTtal�r ,t,4 P1 , F+,T y:; dNl�ISi N17 H� WIT TIE 11PPRIIYK OF THE EhIWiEER sas ;,,t ..♦,iudr ,� rvN* mr.,rk. oux STREETS RIGHT OF WAY. TYPE A . staveJc saes aeF aaa Tee POu�n IrOltault xcY bRttt 16AWI PERPENDICULAR zole�oarsseRioceISTANCAl S � MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: ttao� o� I'Yf t1�1p `�"�"ipN ,rp►(t 1+p1M Blftss I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 41. IF RAMP FILM IS PF94U T MIS *116T eE PRa4ro�t1 04+& eats So ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 99 F m sn€s T Pee cuT >K 'A OF 2"-3" SM-9.5A W 'Q i�GPBT � FLtJ4R. RPoEGA9T I:41tG8€IE stYtt ae 444. �-4111111 iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. a RA" � TG BE MS x e'• i+LAM rOMU a TO AL" ,� � SURFACE COURSE iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE 88M OWTHWINIF 11"It. No-wrm OF iw n(MR' _ PAVEMENT STRUCTURE IS PLACED. rroq��g Tv euras tvJs�� 3"-5" BM-25 o I W v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN PRIOR TO PLACEMENT OF ItM KPAYMEMT 1 A�n TYPE B INTERMEDIATE COURSE ' NOTE: A 1 INTERMEDIATE BINDER COURSE SHALL BE PLACED OVER THE STONEL9 10 THE PAVING COURSE OR COURSES FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS T: CUM RN&S ME TO W LOUT= AS + � TIE RANDS OR AS )?MCM PARALLEL FOR CONSTRUCTION TRAFFIC. STONE AND BINDER COURSE SHALL BE INSPECTED O I 9Y TFEY ,we Ta EE I' AT N7FRSLC'now VFR „ ,_ • FOR SETTLING AND FAILURES PRIOR TO PLACEMENT OF FINAL ASPHALT ALIONG J V POSSIBLE. M YQTtRI THE itl6 f OF WAY of A NOWAY FACUTV 5"-9" COMPACTED r; axle Rtic of 911•ETI#.R sueextc \ cz A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. CR THEf 1i T eE L nA Tcebssw \ ROADWAY. AGGREGATE BASE COURSE •--, IR AS NY Tw No vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OFTHEABOVE PHASES OF CONSTRUCTION .. VDOT #21 A OR #21 B TO SCHEDULE AN INSPECTION. r /i1$ sLw Ffi=:wr p ALL i_ DEPENDING ON ULTIMATE , _ �� (,jJ ��_q1� of h FAC>1JTY THAT cm a eWPidOAC#fD, tatiEFBD' OIL FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF U� 6Y TRAFFIC LIMITS AND VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. Will MAY BE P � k �SE iuc�lro T - f" ,�T sK Hom UNDEIRDRAINS n{Ar T� anE am AT car rl�I+ of 7 o r R A * j.9W AS TCP OF CkM COMPACTED UBGRA ED TOP OF 4 ; O cuR6 qu at wR?L=l IF I Iffit A TROAM T PARAL>rE1G. GYP R >=u1 ASPHALT PAVING -ROADS t�„� Z " !` ( ) to. W la OiM RAMPS NiE � rr cgHwacenoil wlrt+ tt� PAIN. NO SCALE 6 „ , 5 MIN. THE wow Dam sN k ec TFE wwotN ot* TFA PATH :1 -- 4 a 1 xa" ' z +- TflUNCt�TEa Q011� erxE t2' tz' tz' S 4 • : :, C-C BIKE -�• f2' 13" a: R Q '• "d • . a , a 4H CONC. a 4' o q 0 a O 4 g a R LANE (STRAIGHT S DRIVE AISLE) (LEFT TURN N DRIVE AISLE C 1 ' (STRAIGHT N DRIVE AISLE) LANE (RIGHT TURN N DRIVE AISLE) a< e a •.-' a •'a U. 4 11 4 0 0 0 O G 9 00 00 .00 j¢ t A; e • �,yA 3000 psl MIN. 44040i>99 0a04p0 5`WIDE CGWCRETE CG-6 • ' . .. .Q '•- t � POINT OF CG-6 SIDEWALK CURB & GUTTER .a 4 a • ' / - CURB GUTTER 5' SHOE CDNfRETE ci 4 .A FINISHED GRADE oopaoOfl4 ¢'4QooQ 0' CLEAR 2' W 4„ a . 03" eOx - t sx OF SASE OINtETER o a 0 R P P O O 0 v o q 0 0 � .2X SURFACE 2= (I -10' CLEAR SIDEWALK � 1 MiN �XJST. GRO�IND 29 ZW 00006606 fibOGt3dj 2R � ZX IAKE 4" VDOF 2tA B' BUFFER ;; ;,•.,.y•;` TECTA-E WAG* UNDERDRAJN 4" UD-4 UNDERDRAI BUFFER 2' 4" 21-A STONE BASE TREJNCATED DAME Pace's sTlal,re ease *'?j�°T D- eASe B. DOT #57,#6$, OR #7$ DETAL E)GS'r GROUND SMW STANDARD �iG--6 STONE NECKED E UNDER RDOT PCURB 0 CONCRETE SIDEWALK DETAL1. 1 ' 5 s' BAD SUBBASE 4' r KtDT T 1A MENNEN 5 28` 29' STCHE STi?NE' BASE � >� -2.5 6' S CURB &GUTTER PAVING AND/OR BACKFILLING. NO SCALE CG-12 DETECTABLE WARN SURFA 61' F/C--F/c NO SCALE GENERAL NOTES 66 ~ ��a W ,,,, Z07 Od V>N DEPARTMEIFT OF TRN faINlli oo R/W o uo /� Table 4: Pavement Design (VOOT Pavement Design Guide) NOTE: -ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. -As" BINDER COAT WILL BE PLACED OVER THE STONE TO HANDLE CONSTRUCTION TRAFFIC. -THE SM-12 �A MAX LIFT THiCKNE5515 2", THE AUDI iIUNAL LIF15 MUS I t3E PLACEU 1 YEAR APART PER APPENDIX III OF I H Pavement Design 2024 VDOT PAVEMENT DESIGN GUIDE. RF= 1.0 Lactation X6T HC�' Design ADIr C 3R 9SV �� 5ur�ace h a blase b a 0-base h a. I)g astern Avernte000 0 6090 5 5 20 SM-1.S 3 2.25 B1V1-25 5 2.I S 21B 0.69 Saundep liu Drive 1,85 05 s sr$S; 5-12s 2,25=�s o 2.5iA 0,6 Saunders HillDrive (Nest OfClairboume) 96 0 96 5 5 SM-12.S 2 2.25 9M-25 0 2.15 21A S 0.6 C1albaurne Road (South aflark Ridge Dr) 70 0 750 5 5 13 43 ; SM-12,5 2 2.25 BSI-2S 3.15 ?lA 5 0.6 1 3S Claibqume Road (Norl I ,�1 Dark Ridge .Lh) 134 0 134 5 5 7.. SM.12.5 2 2.25 BIM( 25 0 2.15 21A 8 0.6 DuxaTtiv40d Drive 15 0$5 5 5 Sl'-i2,5 2 2.5 B-21 tl 2,51A $ 0,6 Heat eld Lane 92 0 92 5 5 6 �2 3 SM-12.5 2 2,25 8 -25 0 2.15 21A 8 Be"Lane 58 0 5$ 5 5 4,52:.. SM-12.5 2 2.25 BM25 10 2.15 21A 8 0.6 p e: Contra tQrto m any eiistueg pave ment ' Nig u .. uit.. ct>0 , _.Hate iiii tin ups. es to geomet�c ,esign span. ; .. to ensum the a ..; a sp�ee. ICAtioo.. are met an .t accordance with their standards. TOP OF CONCRETE WALL GRADE MIN. 4211 SITE RAIL a'•.'• -u ,a4. • ITE ' WALL A''.4LL Ra4IL FAS"TL'1VTNG .D.Z'TWIL NOT TO SCALE ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. g. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2024 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). I�.A.._ E0VV-L1A .....................&DQ*EE.._ _..._. TMIAPE 1 TE 1 b TO OE 84YE1EO H WON MORTAR. 00 NOT aEVE(. )NYiJ[T i NOTES, L "H" MAY BE REOUGEU LWM "X" rlp ACM A M1M1M I� 4* MERE t7irif AyL,LL 1' TFE lLG1! ENTERS itE VV f. my w OF TM'E WOULp IITl11fE 18O'tE SHOIJLOEF f lE 1f ifO CITE 9HALi. TOP of FFttW/lL PRQ.ECr A6{fVE PLL St.1�, O1TCH SLgPE, OK :t19QUkFlER 7.1EADwrtu AT TIE oLfttEr oo OF TFE WLVERT MAY BE EaTHER SotfANE 2, THIIS ITEM MAT BE PRECW CR CAST EM PL.AC£.. E89E OR @EVF7e E7>4E 3, NL_CJIST IN PLACE ATE TO BE + A3.FOR ter SEE SHEET S,ON MiALLOW FILL TiWM EFDWAL S %iE t'OR LESS EELOW %KKL� iG142. L THE T©P O TM€ f? YM1tE SFtML EE C6ArS1NLDTEQ PfRiLLEL TO Ttf g THE ROAD. 4, TQ A6MD T4 F£ USED YNfH 9TRAirirr CR s N(A ILL SE5E11rS 9. Ye CWWER LIAY BE PROVIDED ON ALL EMS AT MAPttEACT4fRMS OPTION. t5 ti ADWXL TO BE 8EVElM .lM AU 1WEAS E1tCEP'r WW4E A eoHrLllt'r WITH It MT QR 11WiGViAtLS OCCUR. E7N-1 ETI-tA ENDWALL FOR CIRCULAR PFE 1%WMR OF PK CLLVERT Q.' _ t$"• W xr 06 34" *r OR 3r -3FI OR 3r A a-ir a ar' O,-ar ' W-tr Y-Ir P-a■ Ell O'-tr >•-r' r-3i1 1-1• w9• 2-0" e r-4* 1.7• 11-r r-r* r-1" r-9- U 1-0" T-3* r=a" r-0" H 2"-3* r-ir Y-r" IsTri4!-A" 41-9" L 41-0' 1i 0 6'-fr t 4• 1O' O' >t" A" n 0'-$/r 0'-wr 01-2• (3m YAW OF IONOREIL oafG PIPE 0.241 0,492 9.897 L" 2 017 2.947 C M. F9PE (a 2s7 O s21 o t39 I SWa 219a 31b9 ENDWALL FOR ELLIPTICAL PIPE WE of O1Pi1CAL WE CULVERT (SPAN x. R15Ef 2S°xu" 30•x1R• 3, x 34 xi4 ax`x27• ab^x2n 49` 32' tl3°934" A 9'-fr U'-a' 0-10" Or-(r a-tr 1-9• I.Q. v-c- a T-6a r-V r-ir r-9" T_** rAr 11-Ir e r s" r-1r x-r' x 4■ r-r r-719 21-V x-Ir D r-2" r-71 r-W r-w r-3" X-31 r-e" r-10" p 0^ o• d-aK IP-a" W-9" ly-r 09. "1 rr-Q" H 2" *" T-3" 3'-7" W-8" 41-0" 41-2" 4" 5" 41-7" L X 6 7 2• B'^8! R 2" 10' 2 1Q-tr' i2'^f 'N!'Mtl■ S r-m 3'-81 21-W W-21 ' Y-r 3'-*" +-r h`-g" a tr-2'/�' Ir 3% (j7A m-i• • tt'-44le o' 4i�i c�a" .. a- b 01w . a-zyT�' . w-?% (r.�. o' h" it- i' 0-4• w_" CLOG YAW OF OUNURETE coNc P+piE a+D2 O s 1 rsa T 540 Lan 2.w1 2.51Y 2.861 ' �! STAWARD ENDWALL FOR PIPE CMVERTS 105 1211-3611 CIRCULAR AND 2311041"-53"X34" ELLIPTICAL PIPES Y1RoW OF.PAjtu"T OF 11RM4£QORTATM7N 1aoll (25mm) DA HOLES 27 1/2" DIA 1 1/2" ON 32 j*' (N34m Du BOLT OI OLE. [599mm] O I� 26 1J4- DIA 7 [667mrn] �I [178mm] 24' DIA [SOSmm] za 7/16' DIA t' [722mm] 36" DIA 0 26' O O [Stamm] [660mm t 1/2- FRAME SECTION 13/16' [38mm] [20mrnJ 2' (51mm) LETTERS (RECESSED FLUSH)I ' t 1Y 3 tJB- 1/2- �1 25mm] F q� �R 3 13/16" 17Dmm] p 22 113/l6"3mm] J Y 2 1/8" [97mrn] [578mm] [S4mm] D 25" 1 3J8- [$35mm] M 11/1511 [35mm] 9/16" O.D. OF GKT GROOVE [17mm] [14mm] SEGTIONVIEW 1/4' (6mm) DIA GAM OQLT NEOPRENE GASKET DSEE ErNL��DLT ( (2) WSHR 1/16 X 5/6 X 1 112 1600 A RUBBER PART# 00981045 .0 4 (2) CORED } 1 5/8- '.2 8LT HEX 5/B-t1X3 1/2 SS L }jV L- PICKBARS Comm L40G" " ...11f [41 mm] PART OD9R7250 [6mm iJ1 .63 DIASTAINLESS STEEL ROD (2) WSHR 5/6 ID 1.50 OD 55 PLAN VIEW t 1/a" (22mm) DIA Boss [13mm. ] PART# 0001318 PICKBAR £, LOCKLUG HOLE DETAIL (z) NUT Hx 5/8-1 t ZN NYLK NOTES: PART11 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER, (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PAffrj 0D981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMWAR ASSEMBLY. (2) t935R LOOK LUG TYPICAL WATERTIGHT (SHORT) PARTY 00193585 MANHOLE FRAME 1& COVER LOCK LUG ASSEMBLY N.T,S FIG S-I-E TD-30 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES V MIN 2' TO 10, (270•) 18"-22" ALVE BOX 7 CU. FT. #08 STONE 6" GATE 42"MIN R': VALVE 1^1• . I ` TEE 2500 P.S.I. CONCRETE :. �;, ,,J•„ f +. BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE-- RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL. IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FiRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. 'N-4 TD-8 #Me PAYED "atfRtl DER I t4G.2N Afi+�4A r- . LONCATUDINAL PERFORATED PIPE iAD 4 ...TYPE S1REtiGTYt cF' P.iPE .CPU=HK'iG k(W T. ; t 1tLOL4 01AuETE.R. .SMOOTH WJf L Pyo .103 sGv�,aiE4 PE SUBBASE tA,YER .S .r ABQRAOE h T PFE SEE NOTE 1 . -437 AGGREGATE„ 9 AGGREGATE OiF CtUtStNEO „ t)CA 1iEEi11O s a�AOAlKIrt i iW Nr, NOWPERFORATED OUTLET PIPE FOR USE 0" r-0PlpE UNDER COMMERCiAL ENTRANCES AND FOR OUTLETS GROSFara6. STRENGTH Ci P 1fED SFKxltitERf rym Of fln wa 4" tfClM. rMAETER PAVED SHOULDER SECTiON skiGOTH WALL. PVC .103 EFQR USE W1TtI TAt II,I I*Il QPIFN-t;RA 1E[ RAINAGE DYER) SMOOTH Wa.L Pe Q*0ERORAW SHALT.. EE: GEFtIiREP U CURS AND GUTTER, X WAuL 1R* 1M5S 04" - 64C.HES t OTEXTRE t3F1�t ACE FA iC .'' ,. HKK 1Eam AGQDR M 10 MT)i n-Z4.t2 .AT S X IXYLEGiM. (4.YERLAF 1'-{P' AT TDPr) t a" S E SIABIr:,r2W '.. --ES SFICii.9.ttER OQRAxVA�E LAYER ... NDTg 4 EP. - MINN LINE PAVEMENT " T� Y COMMY40N St�9k5£ i./+YER. -:.* •,�., •. .:. ..•- ..._ 157. Pe.iCK TE. A8 AGGREGATE OR f D sro. UD-4 w6,D. n /� SI'D. W-4 RE4'O. CUSS 1#EEiktO. # CAT" tiECIAFtEw!Eh1P 4 f BURP AND i.PVTTIER GTtQN (FOR USE WITH 5TA18 ICE[).' OPEN -GRADED DRAINAGE LAYER) (1111/1" PAVEMENT . NOTESI Es EP Ifni GORE AREA 1, 4- M� A04 PROVIDED ATTAINWO MOM M *1 Of AGfpREG.ATE ON TOP Of PIPE .EDGEDRAINS 2. WHEN THE L9fdGTTt w.� Pam. CONNECTS DWE+CTLY KtQ A t7RAi'IAM STRUCTURE oww REUT,.khN►� LIQ EfEC:T,}, r+KDKIM'OttAM OU4eT.Mrs Aw NGT RE+GU!R,ED. . . 3. LETIR C N4GUDRHFIA4t:_ ASTTi1}CTUtARE• t- E . J�BQ' E{'FENiT14EV TIOF1' OFIS.`f0i 4. ALL CIpNID'EL`T�..IcO.:!•!S rF,gHOWS WYFSeF,TCJ-WI1MIN PAY L"TS FOR I;arrLlEr PIPE .-,• .^ " ... "...: •-•-• �-.• ,. Al% Tl7 V THE `,rAE�, ov!;HKi *TREKTi1 1 TIE,'.$f?Tl"T F'tPE. OCA6ERCk4' tiNPAY D ( . tBITRAtfOE UFPayEp 4. QVILET PIPES ME TO tE INSTALLED ON 21 YM. tax DIEWAMP GRADE ANV LOGATt;D fV�RY. 36 MA1cIM,17 OR A5 N¢Tp Ott F!ttUaS. PERFORATED RPRA" 4. 4UtfET PlFE TO BE. 9EOIXIELY DOTED TO E14=Ci.tOfi OiEIER DR?APIME TREiK9i WITH f $TR(iCitiFA04E.OAT 7. Ytirtidi Tt£ LFAiS 4P h GQftr RGAI FMiHMICL. NrlFt P ORATEO PPE 5MI, to yiTtLtilEfl rN 4,tEU of eERFWtarfD PIPE. .. MNrAII+dE R4AOtyJ1Y C. THE iLEMN CE PE 13Er1iEEN 1te 1r11 wNwoTim Rom} TIE mlz Simi- EE L.MtTm TQ ISll MORE i}Idti r-O" TO PERw, C!'61t<, *t$K flQN OF THE MAN tr`N; 9T•D.C1lRS A OUTt1Eii RERO Cr�ld. UEECETG{At0 jTtl N9 Ik{.t]TFER :t7i&OTtott G tIRG K tilow AFDRATE4 RIPE. .$. IN SIT'TIATYXNS WHEN FULL I%Fa1H OF ST�ABl.12ED OFEH 01AD63D MATERIAL CANNOT MAA4TNXtED t,lf,�g t llAPO Atfij 4Ye ATI R? if9 2 A 1 ?HA4L V Uh�IE2,r.kkCBt)L�R9�Ait?fi�WW&&TTC4TER ALSOL 1X ( .FROM lop OF$TA"UMD fK A-URAM-P MA1Ef6At LI{YTR AAa7 Gt1RB'AfM GUTTER: ' sPECtFiCATION ' FEiERENCE STANDARD PAVEMENT EDGEDRAN ROA 24b V#t G"A DWARTMENi OF TR+ WI)RTATICIN KASI4 44 Z C WATER PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� LINE 2500 P.S.I. CONCRETE <F c 2'x 2' BEARING AREA. THRUST BLOCK 4 ct. .a d Q. 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALUE NTS FIG. W-5 Asphalt Pavement Restoration Detail for Open cut Utility Installations Mill &resurfaca" " kill]& resurface'`" +---r 112. min. Saw -Cut exlstin g pave nil / tathefull depth ofasphait f% Asphalt Concrete Surf are Material° 7,5'total as0all 12 crNrr' concrete pavement ,C eopm or equai to the depth of existing asphaeteoncrate, 6' min. ?AACIICh@V@rls greater 1.5" min. 10'min. Sub -base course depth shall he 10'Drequal to depth ofextstingsub-base, whicheveris gIfeater Nrr 12-Bench 12 Bench HorizontatandverGcalsurfaces s hall be tacke dwith ITC-250 liquid Min. Mir r Min. asphattat a rate of 0.1 gallon per NOTES: SY, or as determinedb the district administratodsdesignee Asphalt Concraie Surface Material; SM-9.5A. IvrADT t 10,000 r Sete d Malarial Type NVith min imumGl3R= 30 SM-9.50 forADT-10.000 NNNN NN---------- The district adrninistratar'sdesignesshall determnetha ;i,..,,...,_.,,.e Giasst backfiltntaie[ialihaecGfdance with Secifon 302 of the Read and8ridgs teaiaratfan requlrement5 far other pavementtypes. Specifics#Ions Tre nch wldih and Pipe be dd ng shalt be n ' O hio. 26 or 27 aggregate pip a bedd rigin accordance vrith YDOT Std, PB 1 ( accordance with Sections 265 �t 302 pf 1ha Road and5ridge Specifications 121nchas minimumbeyond the edge of the trench s on longitudinat open cuts, or25 feet minimum beyond the trench centerline on perpencb cutar open cuts, or as deterrutnedUythe district administiator's designae. Date, August 27, 2014 Not to Seale GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 5 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL S,[ONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION II UNSTA SOIL REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN I (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE OF TAMPER HAUNCHING NO. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE �-REQIUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TO- 32 INITIAL BACKFILL 411M1 FAIN MIN. #68 STONE ILAR FILL AS iOVED BY ACSA L STABLE SOIL OR ROCK � NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3,THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION c BEDDING NTS FIG. W-2 TD- 2 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST' PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT } 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / SALT �J/ TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE SECTION SERVICE LATERAL Al e45-CO' IN LINE WYE-TEE PLAN VARIES It SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 U tic I ��,vwt COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG, W-7 TD-13 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1 ° 0 I' TYPE "K' SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. i'xt'xt' TEE ❑ (D o NOTE: NO SWEATED FITTINGS _ 2 - DUAL SERVICE R i' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 0 TYPE "K" SOFT COPPER Qo FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS Nor PROMUED. SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE 1/13 BEND 004 TYPICAL SERVICE LATERAL INSTALLATION (5/8"C 1" METERS) NTS FIG. W-6A TD-10 SEE'1 PAiVED SHOULDER SECT( N uNDEAURAU SQL sE CEMTER$D UNDER C(ft AND GW1.ER QUk5 AND GUTTER §; GCMQN . UP TO U610W .. - UP;' T4 ELBOWPIPEPET Gf3ATER--A IS *r "t 5' ELE4JAr ME 1'# PERI &ATED .. r"a1NNLID[W NW RERPORATEO OUTLET PIPE EfYPICK) G(EIOi4 45 W11 (X» CTK1N . PAY UATS QTLET PT t'70" MAX. f Si1f W1TIt fS� ELt�tw EW-t2 (TYPiCA J OUTLET PIPE NO SCAT E VWT STANDARD PAVEMENT EDCEDRAI#~� . ROrtit Bl'1= 3TAh16"s 240. SF ET III 2 (VI=" PAT£ 20. ESOI 149.00 YIttG(F¢A DEP1gtTAiNT .0F' TRA f'4RTATiQN ita1. CUT IT?P r F burl PAY LIIIT;$ 17M, ., 'AVEMEttT :GRETL�T PEE TO ' ST"fl?iCAL :a46BA. E 0 CIN WITH 454 .. .... , FILL LI.BGR.XU2E tx:TCH LE'€ IE6O0YA f R LINE COWNATIQN. tJND.ERDAH CD-i AT LOWER END OFQJT3 a V Nr CEN TER LJN*lE F3ECTION TRAVEL, LANES (iTkTH TYPI 1 mf.GT'Mh.Tmm) TRENCH PLACEMENT �gGf 0f` I"AYFt+ENt �,--_ PAS )R�R R. like ...:._ 9UTL.E.T FR9 TO BEwi4ITH 451. .. �,••,,, PAVEMEi"AF 51111, ACE to _DAd, . fM OF FLL 1 S" ra 9 4 ez �. O a s•. -s -� �raQa oQ;� 'dog-:Q¢{So4�44i}� �» SEL�£T NATERIµ.. T'(PEELRiIt :J [T`Y?�AL.i - 1 NJ` � • t,�f.RExE 1� AGGkTE10ATE cTIIJSF�D btEETitTG to GEIAiX1N RQu7aEt�erTs pLAh1 `f'►EiM. a J"{GfOTEXTA.I O.RAINM@ FA9Rtn 1 - (PLACEMENT > CI Wt POMIRINA�Tt )NON L�iN5EI2DR,tiJC+S OR - PA E11 1T %JIFACI t BASE si sa.0 rr s>Q ci ra Xs a "" 139wE OR G£i 14T 3?!+H(tJ R $1.1aaw Y+iATERIk 1it'Ezw S r01s ca�a� •�� 9�YQ9:d a a. IC£ Nr CARLIME ST,hMIZ,E13b 057.tdiGMQAT9,'08 .AGOREAUT 9R CRUSRE0 GEt}TIF?(T f_ G,LA9A {NEETING.#t6 GRADA7[QN RETttA3iCIANTS, vMmnt Likitr I" FPS 1 +dt 5 G LO Tt�1 AT 73CtFaI(ICFLWhT1c48,O1JTTSAlIAT;14t?rkli!M 51_6Ct?RMDE MF3IEE FSTABIL IZED. 2 TfiEl &F SFLAi.L 9€ F13 411H A0..0RECAT MD 74040LY HAND XME*0 10 trf - S C�iMFAGT�>"E INONd-PERFORATED OUTLET PIPS. 3. QVTtZT PIPE. WA-t, BEGIN AT THE €jQM ¢I. THE TRAVEL, LM.F PAn-ENT AIP SHALL' DE PLACfD TAU A :G,RADE. RAId EL 'TO THE GkiDLif_t3ER 5T.t1taE' 2.1 fWhK:43: x QE51ROe'ILEl IGat�4E, . .. "TWE OF FV ;R3, "iq �-TRl.;t4TH . _T i- ... tArAM€rER T. �r"�tfCr#A. DfRAt£'T 5MCA)Tt9 W.at,L FY Sit"aL+l #i pl1 PE 70 T'SI }ti 3f ik 74 ?$L.E . 4_ Rri LLB$ AND WfTER . E:CTI(ytLS,.WttEfa III IS E To 01M"ISE PRTIVr4, PSETLEr Fr ..LttL1 R4C" TKY ARg T9 69 ET(S D1tc1W GLR liA3Eirt.ES. b. GAt UPErMIEVAM0 SECTtO ff MG3T €$ 19 OL F ii ENIIAC f'AkFWNt AREA XSTH pUTLEt .P DIE EOAiE CI!tLY. .. G. NV€RT 41LVAllON AT OUTLET EIND OF OUTLET PIPE TO 5E A AtM.UM OF T-0" fflCME RIVERi @LEVh1IGN OF RIGE.r11F16 DRRAMAi L piTCH T,}3( STi TLFi, # 'WAf t TtilEt i (ti I) - ( N ' 7• L <GONNEOT h EL1 VS, 1M ETO,J *IVM PAY t t�T� Eta; 7dTLE:f 146-E ME 1.6 iF'T i4141k 1 THE CAiTLtT . if.KA TtSTF-D' AC:G9000jfs -T'O.A5TAi O-.^AV r,T 5 1)lFF'ieF_CwSpIU. - a' Wk15.ET 1D 6E SES $.Y QwiEvto T9 E11-:40Qfhgg ORPJttI STRIa�GtOIT6< ... :..... , .. ���'y ��jg�}� ..COMB �y, . �g�,.,.j .. �,} .... p�.yp..,�` , • .. SREGtFIcAflGei E /"1F�VSi.1 .:ir+Gi 4'1I14,A'1'RI"FT±LdESi R€ir7yfGE t q ' t � (AT LOWER END ' WI ), 14 44 YVt to :REPiRFGdENT .OF T�lISF VTtLT1BN,.. 741. CD- 2 WS OF T . T PIPE Y FOR P BABE. Toe w CUT T()E fAt �. tTYPIC sHota OER t W ERMAM D17 CTJ91DtfATtDN tAEI r.t1: 1^ t,?MPINATION LINDERPRAW CO-2ON FALL$ I � TRAVEL, LNAES CENTER LK SECTION t 1 a OMTYP£ 1SELECT MLATEVAU COW OF PAVEi"T SHOUtm LK. TRENCoH PL MENT 44 Tim OF FU . !c' PANfAIEtfT St1TFA4i t BAisE C t#wPiet: Y FUR o aa v o o a o o a -- SIkIBASE o . a • a • a -4-,SELECT:MATERIAL TYPE EaaTL PLM ViEW�•. SN'iG1WING PLACEMENT OF ..gAAAA ' 457 AQ9kOAT1q 48 AMMOATE OR iW CO-2 LINDE FAIN AAAAA M=K 0e ,;WATM WMJ IEMW1. XOTEXTiIE r-a. NON -PERFORATED OUTLET NEE FFF� 7 OR 0 PAVEMENT 5URFAiCE 3 ErASE TYPE: of PPE CRO$HB4O STi EwnH . , NOM.DIAMETER 311100TH WALL PVC .103 1 m153 %W f WALL PE 1 70 P51 004* 70 PSI c 49 a a o o a p •w� -- SUBBASE OR CEIEMr 5rAOLM 5t €' a o ..: f. o--4 SELECT MATERI& TXPEa OR SU RE (CEMMT OR LIME STA9l.IZEa1 gE WALL TtNQWFSs Oiln - 2/cI1E5 057 AOMOATE, #11 AGMEGATE OR CRUSHED kWX'[E$M ACCOROIW TQ ASM 0-2412 AT 5 X MUCTION. r,E4TExFd & GLASS MEETING 18 GRADATION REQUf IE ENT'9. GENERAL NOTES L TRENCft SHAG L [1; FttED PATH AGGREGATE AND TNROUt11.T HAND TAMPED TO APPROACH SLAMIJ PAYEMENTB 2.gfflL.El TBEWFE(.EPO HE ELL PAVEMENT GVAGAHF£ SLOPE� UN. IX L7D-2: SUI I U�UTCM LL F4�R �� � T4 I E LMIti TOA4 TT4tIF'Hri WTWOMDROP 5' 1dEM OR MH14CLES. E6ATE 9A5FIthTERIAL TYPE z 2@ (& QEPTHI 4, ON 3UPERELEVATED 1Eg 7 IS TO BE L"DER ENTIRE PAVOW AREA w""OWL" PIPE ONLOo $IOE�Y. S WMr E EYATMMION 4F RlEC8YW MMMX DITCH T CTOW OF r-a MJYE PLACEMENT OF CD-2 BRIDGE APPROACH�SI ABRS N AT a w Or 5cmwws , n+' g" As 7w PAMTLU r OR OUTLET PIPE TO 7. S0 �LG T4 BE SMMY 09MFIEOTED TO EW-40H OnU IMRMOM S MIFIE ENCE (( STANDARD COMBINATION UNDERDRT N t�fERE('iCE. 242 TAT GRADE SAIL AND BROGE APPROACHES) 7511 V1'I+OINA DEPAFrrMDf[ OF IRMSPORTAT10N F.- 040 Nt�, SC TT R. COLLINSZ t--1 TH No. 35791 t� o_h,U AJ O VDOT General and Traffic Control Notes: 1) A VDOT Permit will be required prior to the start of work and can be applied for prior to the pre -construction meeting so that it may be presented at that time so that any questions or concerns about the permit may be answered. 2) Pre -Construction is required on site to go over construction time frame for starting and completing road improvements within the right of way. 3) All work to be constructed to the latest VDOT Road and Bridge Specifications and Road and Bridge Standards. 4) All materials to be used in current and future right of way will be tested as stated in the VDOT Manual of Instructions available under VDOT Material Division for placement and required testing and intervals. Also VDOT inspector will also be available to answer questions or concerns and visit site as requested to review. 5) All traffic control will be per the latest edition of the Virginia Work Area Protection Manual or per the approved Maintenance of Traffic plan sheets provided by the developers engineer and approved prior to job going to construction. The contractor will have available at all times a certified person at a minimum with Basic Traffic Control Certification and for more advanced traffic control an individual with an Intermediate Traffic Control Certification would be preferred for more complex layouts. Allowable work hours will be reviewed when permitted if not referred to in the approved plan set. 6) All structures (DI'S) and cross pipe to have backfill testing and will need to reference structure number as referred to on the plan showing profile and depth and location of test. 7) All CD's and UD's to be inspected prior to covering. 8) All fill areas shall have backfill material from an approved source or a tested on site source and all testing reports for this material will need to be attached to the backfill density reports and a profile will need to be available with depth and location. 9) CBR test results will need to be made available for review and approval and an in the field sub -grade inspection by VDOT inspector prior to placement of any base stone. Subgrade density reports will also need to be available or test occurring the same day VDOT Inspector is on site. 10) Base stone will need to be inspected and depth checked prior to placement of any asphalt being placed. Also third party inspection reports will need to be available for review. Reports to be made available would be Roller Patterns and Density per the VDOT Manual of Instructions. 11) Concrete Testing is to be performed per VDOT Road and Bridge Specifications. 12) Signage locations to be marked prior to permanent installation. And pavement markings to be sketched out on asphalt with heavy chalk or lightly marked with white paint prior to placement of permanent markings. 13) WP-2 standard to be on plan set for all commercial entrances and will also be put in permit if not on plan set. 14) Replacement of all raised traffic markers and pavement markings that are disturbed during construction will be replaced or pavement markings refreshed for tie in back to existing road alignment from road improvements. 15) All existing VDOT signage impacted by road improvements will be reviewed prior to removal for temporary storage or temporarily located as required, but will not be removed by contractor until VDOT inspector has reviewed. Certain storage requirements for signage are required due to the reflective sheeting. Do not store signs face down or sheeting to sheeting. Alignment: BETHANY LANE Description: Tangent Data Description PT Station Northing Easting Start:10+00.000 24839.720 14311.010 End: 10+35.761 24827.48o 14344.612 Tangent Data Parameter Value Parameter Value Length: 35.761Course: S 690 59' o5.6945" E Curve Point Data Description Station Northing Easting P C : 10+35.761 248 27.480 14344.612 RP: 25015.401 14413.o65 PT: 12+53.254 24867.389 3.4547.573 Circular Curve Data Parameter Value Parameter Value Delta: 62016' 42.4556" Type: LEFT Radius: 200.000 Length: 217.393 Tangent: 3.20.835 Mid -Ord: 28.817Exte rn a I : 33.669 Chord: 2o6.848 Course: N 780 52' 33.0777" E Tangent Data Description PT Station Northing Easting Sta rt: 12+53.154 24867.389 14547.573 End: 13+52.554 24933.566 14620.395 Tangent Data Parameter Value Parameter Value Length: 98.399 Course: N 470 44' 3.1•8499" E Alignment: CLAIBOURNE ROAD D. Tangent Data Description PT Station Northing Easting Start:10+00.000 24438.852 13928.374 End: 13+81..087 24702.200 1.4203.828 Tangent Data Parameter Value Parameter Value Length: 381.o87 Course: N 46017' 13.3599" E Curve Point Data Description Station Northing Easting PC: 13+81.087 24702.200 3.4203.828 RP: 253-35.887 13789. 201 PT: 15+57.139 24840.658 14311.541 Circular Curve Data Parameter Value Parameter Value Delta:16l 48' 42.2309" Type: LEFT Radius: 600.000 Length: 3.76.052 Tangent: 88.663 Mid -Ord: 6.446 External: 6.516 Chord: 175.421 Course: N 370 52' 52.2445" E Tangent Data Description PT Station Northing Easting Start:15+57.139 24840.658 14311.541 End: 17+81.476 25035.958 14422.926 Tangent Data Parameter Value Parameter Value Length: 224.336 Course: N 290 28' 31.129o" E Curve Point Data Description Station Northing Easting PC: 17+81..476 25035.958 14422.926 RP: 24740.728 1.4944.266 PT: 20+76.3o6 25247.491 14623.031 Circular Curve Data Parameter Value Parameter Value Delta: 28° o9' 15.0731" Type: RIGHT Radius: 600.000 Length: 294.830 Tangent: 150.455 Mid -Ord: 3.8.o18 External: 18.576 Chord: 291.873 Course: N 430 33' o8.6656" E Tangent Data Description PT Station Northing Easting Start:20+76.3o6 25247.492 14623.031 End: 20+87.629 25253.553 14632.594 Tangent Data Parameter Value Parameter Value Length: 11.323Course: N 570 37' 46.2021" E Curve Point Data Description Station Northing Easting PC: 20+87.629 25253.553 14632.594 RP: 25o80.409 3.4742.350 PT: 24+35.479 25167.530 14927.916 Circular Curve Data Parameter `Value Parameter Value Delta: 970 13 16.3928 Type: RIGHT Radius- 205.000 Length: 347.85o Tangent: 232.63.4 Mid -Ord: 69.46o External: 1o5.o55 Chord: 307.596 Course: S 730 45' 35.6o15" E Tangent Data Description PT Station Northing Easting Sta rt: 24+35.479 25167.530 14927.g16 End: 24+97.8o6 25111.3.10 14954.404 Tangent Data Parameter Value Parameter Value Length: 62.328 Course: S 25iD 08' 57 4051" E Curve Point Data Description Station Northing Easting PC-. 24+97.8o6 25111.110 14954.404 RP: 25196.2o6 15135.445 PT: 25+85.034 25042.588 1.5007.257 Circular Curve Data Parameter Value Parameter Value Delta: 240 59' 20.0352" Type: LEFT Radius: 200.000 Length: 87.228 Tangent: 44.319 Mid -Ord: 4.737 External: 4.852 Chord: 86.538 Course: S 370 38' 37 4227" E Tangent Data Description PT Station Northing Easting Start:25+85.034 25042.588 3.5007.257 End: 26+35.53.8 25010.230 15046.00g Tangent Data Parameter Value Parameter Value Alignment: DUNNWOOD DRIVE Description: Tangent Data Description PT Station Northing Easting Start:6+13.698 24741.047 148o8.524 End: 1o+81.595 24426.368 14462.252 Tangent Data Parameter Value Parameter Value Length: 467.897 Course: S 47" 44' 11.8499" W Curve Point Data Description Station Northing Easting PC: 1o+8i.595 24426.368 24462.252 RP: 24204.350 3.4664.03.4 PT: 12+86.738 24248.988 14367.353 Circular Curve Data Parameter Value Parameter Value Delta: 39010' 46.1421" Type: LEFT Radius: 300.000 Length: 205.143 Tangent: 1o6.765 Mid -Ord: 17.365External: 18.432 Chord: 201.170 Course: S 28" o8' 48.7789" W Tangent Data Description PT Station Northing Easting Start:12+86.738 24248.988 14367.353 End: 3.3+61.333. 24275.226 14356.254 Tangent Data Parameter Value Parameter Value Length: 74.593 Course: S o8° 33' 25.7078" W Curve Point Data Description Station Northing Easting PC: 13+61.331 24175. 226 14356.254 RP: 24145.466 14554.028 PT: 15+09.512 24033.936 14388.013 Circular Curve Data Parameter Value Parameter Value Delta: 42" 27' 02.9227" Type: LEFT Radius: 200.000 Length: 148.181 Tangent: 77.677 Mid -Ord: 13.567External: 14.555 Chord: 144.815 Course: S 120 40' o5.7S35" E Tangent Data Description PT Station Northing Easting Start:15+09.512 24033.936 14388.013 End: 15+17.o84 24027.65o 14392.235 Tangent Data Parameter Value Parameter Value Length: 7.572 Course: S 330 53' 37.2149" E Curve Point Data Description Station Northing Easting PC: 15+17.o84 24027.65o 24392.235 RP: 24235.655 14701.853 PT: 15+56.874 23995.867 14416.142 Circular Curve Data Parameter Value Parameter Value Delta: o60 o6' 42.9976" Type: LEFT Radius: 373.000 Length: 39.789 Tangent: 3.9.914 Mid -Ord: 0.53o External: 0.531 Chord: 39.77OCourse: S 36156' S8.7137" E Tangent Data Description PT Station Northing Easting Start:25+56.874 23995.867 14416.3.42 End: 15+59.3.66 23994.111 24417.63.6 Tangent Data Parameter Value Parameter Value Length: 2.293 Course: S 40' 00' 20.2125" E Alignment: HEATHFIELD LANE Description: Curve Point Data Description Station Northing Easting PC: 10+00.000 24624.936 14123.013 RP: 24954.291 1435o.006 PT: 12+02.657 24556.163 3.433.1.345 Circular Curve Data Parameter Value Parameter Value Delta: 29' 01' 42.4359" Type: LEFT Radius: 400.000 Length: 202.657 Tangent: 103.553 Mid -Ord: 3.2.766 External: 3.3.187 Chord: 200.496 Course: S 690 56° 21.7147" E Tangent Data Description PT Station Northing Easting Start:12+02.657 24556.163 3.433.1.345 End: 12+90.467 24547.676 1.4398.745 Tangent Data Parameter Value Parameter Value Length: 87.811.Course: S 84' 27' 12.9326" E Curve Point Data Description Station Northing Easting PC: 12+90.467 24547.676 14398.745 R P : 24348. 613 14379.43.4 PT: 14+35.907 24484.473. 3.4526.3.88 Circular Curve Data Parameter Value Parameter Value Delta: 420 39' 55.o998" Type: RIGHT Radius: 200.000 Length: 145.439 Tangent: 76.103 Mid -Ord: 13.075External: 3.3.990 Chord: 3.42.256 Course: S 630 37' 15.3827" E Alignment: SAUNDERS HILL DRIVE W ' ' 11 W. Description Station Northing Easting PC: 10+00.000 25132.581 14183.027 RP: 23966.o88 13901.435 PT: 12+53.273 25047.703 14421.155 Circular Curve Data Parameter Value Parameter Value Delta: 3.20 05' 34.3540" Type: RIGHT Radius: 1200.000 Length: 253.273 Tangent: 127.109 Midl-Ord: 6.676 External: 6.713 Chard: 252.803 Course: S 70" 22' 5S.o5o9" E Tangent Data Description PT Station Northing Easting Start: 12+53.273 25047.703 14421.155 Endl: 13+30.8o9 25014.122 3.4491.043 Tangent Data Parameter Value Parameter Value Length: 77.537 Course: S 640 20' ©7.8739" E Curve Point Data Description Station Northing Easting PC: 13+30.809 25014.122 14491.043 RP: 24383.18o 14187.873 PT: 16+oo.471 24853.958 14705. 915 Circular Curve Data Parameter Value Parameter Value Delta: 22° 04' 19.7238" Type: RIGHT Radius: 700.000 Length: 269.662 Tangent: 136.524 Mid -Ord: 12.945 External: 13.189 Chord: 267.998 Course: S 53e 17' 58.0120" E Tangent Data Description PT Station Northing Easting Start: 16+oo.471 24853.958 14705.915 End: 18+74.219 24651.368 14890.021 Tangent Data Parameter Value Parameter Value Length: 273.748 Course: S 42015' 48.15o1" E I W 0 z `VH O � SCOTT R. COLLIZS No. 35791 ,1, 1 r, m z w w z ¢ _ ¢ ►- ro o w, o a W W 4 z 5 E O C�7 OV W o � '� =3 o U a 0 ¢ ¢ Q KC w w a: w U_a9 � a H W0. a o O 0 z g w Mz� to z z �I Qo0-� InQ w En w � � N CD Ci 0) N dam' 0 N N LLI J W 0 �C LU U U) W U) W OC aC {,9 N h h h h -. zip Z 14 PO4 V) H O 0 U. b W V) JOB NO. 112066 SCALE AS SHOWN 1, Length: 50.484 Course: S 5oO o8' 17.4404" E =Er NO. 7A 655 6,50 645 635 632 W W L.7 l7 W LL g+50 0 0 0 0 + u H d Lu m w 0 10+00 o N 1+19 s+ Ln uu mm Ulf-_u onlKIT Cl CV - rl rr i n 10+50 11+00 LOW POINT ELEV = 655.00 LOW POINT STA= 6+86.10 PVI STA = 7+00.03 PVI ELEV = 654.20 A.D. = 0.05 K = 26.00 132.04' VC AVDOT STD. CD-2 52A j w 1.e > (WIL-DRNG.) 6+oo z > 0 J U W - w �< gap )POSED FH ASSEMBLY 8"x6" TEE (1) -6" G.V. STA. 7+53 11+50 LOW POINT ELEV = 670.79 LOW POINT STA=12+42.35 PVI STA=12+42.35 PVI ELEV = 67o.74 A.D. = 0.04 K = 2.50 BVCS:12+37.35 BVCE: 670.84 EVCS:12+47.35 EVCE: 670.84 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 (PUBLIC STREET) DESIGN SPEED: 2 MPH [SAUNDERS HILL DRIVE HIGH POINT ELEV = 659.84 HIGH POINT STA = 9+23.81 PVI STA = 9+5o.00 LOW POINT ELEV = 652.22 PVI ELEV = 661.89 LOW POINT STA=11+64.8g A.D. = -o.o8 PVI STA=11+25.00 K =26 28 PVI ELEV = 653.02 214.00' VC A.D. = 0.03 o K = 26.Oo ono r YE- In + 79.79' VC .- 1D S.D.=�80 3.5' Y°+y9 cis Li i = 4' c7� u u o > } - PROPOSED AIR w w Ln RELEASE VALVE u STA. 9+24 m PROPOSED 8" CL. 5 D.I. WATERLINE N O ri-Ln N ~ 00 O I.t, 06 ko W W 00 Ln w �A tG Ln 1p to 6+5o 7+00 7+50 8+00 8+50 9+00 (W/L-DRN 16+00 HIGH POINT ELEV = 648.o-A 16+5o LOW POINT ELEV = 651.21 LOW POINT STA=12+17.86 PVI STA=12+17.86 PVI ELEV = 651.16 A.D. = 0.04 K = 2.50 BVCS:12+12.86 BVCE: 651.26 EVCS:12+22.86 EVCE: 651.26 10.00' VC 17+00 17+50 `t N cA HIGH-POCE = 50.70 Ln Sb.z60, h % HIGH POINT ETA=12+75.00 -- V u PVI STA =13+ 0.00 w >...., -� PVI ELEV = 65 .20 `- A.D. = -0.03 �. K =15.00 OKS: O BVCE: 65o.70 013.1. EVCS:13+25. 0 -2.o0gb 3.5' EVCE:648.86 00 50.00' VC PROPOSED 8" STA. 10+50 PROPOSED FH ASSEMBLY PLUG z J 8"x6" TEE w o (1)-8" G.V. > w 0 (1) -6" G.V. a o _ P STA. 10+36 O ' Q mW R O ' a tl W eri 00 Mu Z W w z Ul M h NCml, 6�f} 11, N 1p �Ln p t0 tD tp tp CP tp ka Cp Lp �D 9+50 10+00 (PUBLIC 10+50 11+00 STREET) DESIGN 11+50 SPEED: 12+00 12+50 25 MPH DUNNWOOD DRIVE 18+00 18+50 LOW POINT ELEV = 641.10 LOW POINTS PVI STA = PVI ELEV A=14+g5.00 14+50.00 = 642.20 A.D. 0.03 K = 6499 -.--g0.00' VC- -.-, r O + 01 + �w �u ALu 0u ut- nm 1 w'u PROPOSED 4"-90° BEND, 4"GV& 4"TYPE AB.0. ASSEMBLY, STA. 18+43 19+00 19+25 00� IP O � N N� `t N N (� N rl 6 13+00 13+50 14+00 14+50 15+00 15+50 HIGH POINT ELEV = 675.48 HIGH POINT STA=10+22.76 PVI STA=10+42.76 PVI ELEV = 675.o8 A.D. = -o.03 K =13.18 r-40.00' VC--1 N °-T w a LOW POINT TA=12+g2.04 OW POINT ST =13+4 .64 6$0 ° � 1 0 PVI STA =12+52.04 VI STA =13+43 64 680 PVI ELE' = 66 a > > Lu > > A.D. = 0.03 _ = 0.04 in co ww K=�6.37 K=D. 2-50 5 1--80.00' VC-+M-1 I VCS:13+38.64 a o 662.81 675 'z.00 ` -- + Ln BVCE: �, VCS:13+4$.64 675 N ci tp N rl tD 0.00' VC V! W 6 LJ m m Lu w 670 s°.3 670 665 2g T 665 PROPOSEDFH i z'O°� ASSEMBLY .0 6"x6" TEE p (1) -6" G.V. 66o o STA. 11+15 PROPOSED 6" CL. 52 > 66o D.I. WATERLINE L a Lu z 1.8, J_ S o= (W/L-DRNG.) Ul 655 5E � $1 z °, 655 w (WIL DRNG.) �o J J 0 0 0 a m 65o w + w 650 648 w� z �, �z� � Z � s 8 4 J wj, r.klo N 0 t�!, W W lJ lJ 'P W � � . tD N dp ep r`. tD � 4CDn j � to crp tp N CU ko W LL 640 635 632 16+oo 16+25 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 (PUBLIC STREET) DESIGN SPEED: 25 MPH E ETHANY LAN 14+00 14+25 NO TES. 1. THE STORM SEWER PROPOSED IS VDOT STD. CL. N RCP, HOWEVER PER 2016 VDOT ROAD & BRIDGE SPECIFICATION SECTION 232 FOR SPECIFICATION FOR THE USE OF RCP AND HDPE PIPE MATERIALS, THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE MATERIAL (SEE VDOT STD. PB-1). A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL (NO MUCK, FROZEN MATERIAL, ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL) AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA /N ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE SPECIFICATION 303.04. J. FILL MATERIAL SHALL BE COMPACTED TO 95X OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANI TAR Y SEWER MAINS 5. MINIMUM 1' OF VER77CAL SEPARATION FROM STORM SEWER & W/L AND 1. 5' OF SEPARA 77ON BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. VOOT STD. I5-1 INLET SHAPING REQUIRED ON ALL STORM S7RUCTURES 7. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYET14YLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CERTIFICA TION. VERTICAL SCALE 5 0 9.5 5 10 ( IN FEET } 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET } 1 inch = 50 ft. 0 20 200 H 0� SCOTT R. COLLINSZ No. 35791 670 / HIGH PT S A: 32+4 .39 665 VI STA: 32+%.CQ, VI ELE :671.3 660 gY�) ssD 377' ' 655 VD T STD EXISTING GRADE PROPOSED 12" CL. 52 _ ALL FILL P 4UST M ET 650 ROPOSED 12 �� PE A SLOW OFF DI WATERLINE, -FT- 95 /o COM ACTIO PROPOSED 12" CL LCW ASSEMBLY, STA, 30+40,44 SANITARRY SEWER BETWEEN 5a DIP 7.8' W S/L L—SAN `735 / PP S I A Q662 .27 .98 MH 2 AND MH 1 SHALL BE _ - — D --- _ F' €V 6 _ ENCASED IN A STEEL SLEEVE K:5 ,00 646 IN ACCORDANCE w! DETAIL TD-361 SHOWN ON SHEET 6 C LVG:50 .00 PROPOSED ��T FH ASSEMBLY wi ® QJ�c BCE: 63 .83 12"x6" TEE & 6" GV, EVCS: 43+2 .98 STA. 35+40 ;s r�to -__ ' 114A SD-3 640 P OPOSE WATER NE ni PROPOSED 12" CL, 52 V ITHIN T E BIKE LA NE b WATERLIINE PROPOSED - -- ---- - 12"x10" CROSS (2) -12" G.V. 115 635 (2) -10" G.V. STA. 36+49 ILL (TYP.) 630 _ -- PROPOSED 12" CL. 52 625 DI WATERLINE 620 W _ _•___._.._ .____ _.._ ___.____ -- --..___...- _-.— _.___-- — —__._ ___ z _ _ __.__ _ _ ______ _ ____ _ _. _ _ - —__ _. _-__ __ — _ —_ _ _j 615 z z I W (� LU z O m 610 Z ('r Z 00 C-4 © Z N � e Q 605 m mW LW �W — _ U Lli O Y 04 co ph YQ uj 0' H Ld U + h z w— M a, —En z ch 600 z W� (D Wd Z �`tC O w N N W Cry e- Gf3 to Lo `- r CD 00 N co Gr3 47 W Q1 d; N CTJ O 00 O t- Ln V m �1S '0 C� 1`- pp M pp Q w N `d r .} r t0 t7 N r la N h. (w LO `t O CV � tD � ul 1+. w co U) 04 pj oD w co 1,- tWt�) 2 CO �j � � � e- e�j �a+y? � (p Ln � m P� C6 d '� m (O h � m Ct7 r, '� � lt) GV co Lt) 04 tQ (0 CO (D GO !D lD t0 t0 CO <D t0 (a (0 t0 cD cD lD f0 CO fD t0 t0 (0 t�l t0 07 Ci! Oa t0 CD w (D W �0 �0 m C7 tD M m 28+50 29+00 29+50 30+00 30+50 31+00 VERTICAL SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 100 200 ( IN FEET } 11. inch = 50 ft. 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 EASTERN CONNECTOR ROAD NO TES. I. THE STORM SEWER PROPOSED IS VOOT STD. CL. Ill RCP, HOWEVER PER 2016 VDOT ROAD & BRIDGE SPECIFICATION SECTION 232 FOR SPECIFICATION FOR THE USE OF RCP AND HDPE PIPE MATERIALS, THE CONTRACTOR MAY SELECT A VD0T APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE MATERIAL (SEE VDOT STD. PB-1). A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL (NO MUCK, FROZEN MATERIAL, ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL) AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE SPECIFICATION 303.04. 3. FILL MATERIAL SHALL BE COMPACTED TO 95i OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANITARY SEWER MAINS 5. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1,5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. VOOT STD. I5-1 INLET SHAPING REQUIRED ON ALL STORM S7RUCTURES Z VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED 1N ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CERTIFICATION. z 0 E v En W d Z 0 H s w or THQ�� SCOTT R. COLLINSZ No. 3 �5791 ,�. {, I m En ° W W Q U" Q z h d W Q U p a z° Y ELu E W Z 0 > C U u. _ D _ U 0o J¢ a Q z U W a le a o° Ce o a a W z gn g s Z z o W 3 a 0 o M d LU M o w m WWI h h h ry h h h h ri .-i r-1 r' OD M Ifi tq h h GN � O O ti M R�R W J cn w F— 0 tr V I Lu - w W V/ W Q ci N �i D E� r-, lz tie= 0_,,, Ln JOB NO. 112066 SCALE V:1 "=5' 1.1. 1 If— to r EET NO 10 >r w W z 0 z W U) z U 0 0 0 u c N �L Q %) s _1 0 0 a C 0 41 4. c 0 U C3 c 0 41 N C 0 0 u v E 0 C 41 .d N U) u 0 m -41 CL v m 0 d. T C v L 0 -v v v .n 0 c v .v c L v c 0 v 0 3 v v .a 0 Q 41 0 C a 6 E v c v z E w z z w w z J J 0 v 0 Q) CL 0 a U) U X 4-1 v v `v v E v 0 V v a 0 0 v .v c v c 0 CL (D V) v H r.-7f% 670 -/ - 665 —_ _ 665 660 �.. HT. OF `� - _- 660 OBJECT=3.5' -- , SIGN;,lsr 655 655 ZPSI 65o \ ` '- 65o \ HT OF \ EY =3•5' 645 \ \ 645 ,� ----PARK­RIuGE DRIVE gA1C 640 \ \ ~~�.� 640 \ a A 635 635 `---- — \ \ H .OF 630 ti BJEC =3.5' 630 W W Ln N Ln N 00 N of N M LD 00 �t Ln �,� M Ln 91 n m rl M �• N N r. r♦ .t 00 Ln LD N M W O Pit N t71 O 6 0D E N h. tD Ln Ln L(1 O M cn m ri cD N W Lu L9 V'' LD to OD Lp Ln W Gj Ln LD u1 �t tD .t o `� Lnm M ,t m j M M rn lY! `� rn M W LL 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5o 0+vu 0+yu 0+15 68o 68o 675 / — 675 HT. aK" -._ .. SI .. MTDISTANCE= 0BJEC�3.5' 1 1y 35' 670 1 • `- ~ 670 HT. OF EYE=3.5' 665 -. ` 665 CLAIBOURN ROAD �. , ` ..' / Gyre/,rq N 66o - 66o r \ 655 HT. OF 655 OBJE _3 5 650 650 648 648 N ri ^ CJt 0 M N r. O Ln 1t t O (n O O 0 00 t!t h OD W �ri '; n LD Ln N N l0 n tD ri tD w tD W h `� c0 w LD Ln Ln N h LD M t i Ln cD rCi N di N Ln W O '� r~ m Ln Ln rf .d Ln h cD cD ri LD r, ID P`. cD ,tOo w W w `n Lp ko LO w cD LD +D tD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 [PARK RIDGE DRIVE - CLAIBOURNE SIGHT DISTANT 5+5v oruu 0r5u NORTH 5 50 675 670 665 655 • Ww W W w Lei. 665 '�H 665 SCQTT R. COLLINS� U No. 35791 66o . . `— HT OE ~ ` \ 66o �1;9 ys6,/,,, 0 OBJECT=3.5' . ` \`SZONAL EIS t L L 4'`s�.AN 655 655 `- - Z Lu h�yy O 65o ''` -� 65o o W Lu ~ \ HT. OF EYE=3.5' `` \ 645 \ ` ' 645 I �, ARK RIDGEDRIVE \ Lu + ?�' 40 lz 640 ST 640 � a uj \ o © ¢ a 6 635 o an�W<0 mz � u "a f a E o 7 m o � a z °� FIT. 630 ��vt W°0�Z� 630 — a a W 0 0 En w Z g W z W Lu En u' w U) wad 62 �� LU 625 �� In W W O O N ri tit ny 0 Tq 00 W `,,y Ln O ri O *i O tr1 0 N ay Cp1 00 r co r. (n r * N N Gl rn .t N Ol Ln LD N W W `t c0 N Ln k1 r,-11 m O N 00 0 Ln co M co oti r` LO � m � � � r r� ►a N N N Lp t0 Ln Ln Lt] .j M M m M N N M N w n , i ,-� Ltl Ln Ln Ln Ln to �3- .t .t M M M LD LD LD tb lD LD Lp ~ o`i O c�i c1D O � W n h O�1 C7 O O ti M o+ko 1+00 1+1;0 2+00 2+Sa +00 1+So 4+00 4+50 5+00 S+So 6+oo 6+50 6+75 /TVV /TL:l VERTICAL SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 0 25 50 100 { IN FEET ) 1 inch = 50 ft. ,rlll• % t W HT. O r- '"' -� OBJECT 3.S' 1Sr�Hr 1STANCE=335' HT. OF ` 1 EYE=3.5' ~` CLAIBOURNE F OAD WC HT 0 O Ln Ln o N o Ln ,t °0 M Ln O 0 rn r` .t r1 `i LD m ° Ln Ln ri O o �' � N m D; O �f of M ri Cil O rh N r`' O h Ln r' % j rr w h' O h. Ln r' 00 LD N ^' 06 LD Cn ko u, W 0 P' ,;, LD O n• '. w Ot W m W 00 W ri W Ln W 6i Ln N w rn Ln Ln LD tD %0 t0 1.0 LD cD tD LD w lD w tD w tD LD ko LD w W LD LD W tD LLI w LD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 20 200 PARK RIDGE DRIVE - CLAIBOURNE SIGHT DISTANCE SOUTH], NOTE: PLANTINGS ARE NOT PERMITTED WITHIN THESE SIGHT DISTANCE EASEMENTSIAREAS. - -~ \ ~`�`�' -----_ '/ ' / ' ~ ' / ` / - ' ___ / '' ~- ` / Station -',-__- `- � ' ' / \ -~ `` - `` ' ~~. '_' -~ ' \ - ' , `~. `� `~ �~_. `` / / / -' ` -` / ' ~^' ~' '~' / \ ' ' -`� ..'-�,-. . _�. ' . .`. ` . / _ -^ '~' --'' \ . / I. 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I I, I t� I \,, � '' * u: ,It : :3 STR: 28 STIR: VDOT STD. DI-38 32 (L=8) TH VDOT STD. DI-3B STA. (L=4') 22+41.59 STA. 24+30.87- TP=675.48- TP=675.47 INV OUT: 668.65 TO 30 INV IN: 667.60 TO 28B SCOTT R. COLLINSZ STR: 20- INV IN: 667.60 INV OUT: 667.50 TO TO 30 26 STIR: 30 VDOT STD. DI-313 (L= 10') U No. 35791 il'i, STIR: 22 VDOT ST. DI-3C (L=6') VDOT STD. DI-313 (L=10') 1 1 1 i STA. 23+97.48 680 &1 !-a It Y 680 STA. 17+97.21 TP=665.19- 18+97.22 STIR: 26 -T TP=675.61 INV IN: 668.48 TO 32 IONAL ----STA. INV IN. 657.86 TO 34 INV IN: 657.86 TO 22 TP=666.99 INV IN: 659.50 TO 24 VDOT STD. DI-313B (L=6') STA. 20+92.89 INV OUT: 668.38 TO 28 STR:14-----' VDOT STD. DI-388 (L=6') OUT: 657.76 TO 18- INV OUT: 659.40 TO 20 I I STIR: 24 TP=672.59 INV IN: 666.00 TO 28 STIR: 18 VDOT STD. DI-36 (L=6') INV IN: 663.52 TO 36 675 675 STA. 14+78.58 � TP=663.70 VDOT STD. (L=6') STA. 19+30.18 INV OUT: 663.42 TO 24 INV IN: 654.33 TO 16 INV OUT: 654.23 TO 12 STIR: 16 . 17+13.68 STA. TP=667.30- ----------- ,,TP=667.08 INV IN: 659.85 TO 26 ,--PR:)POSED RW 6" CL. I I ROPOS ID 8" CL, INV IN: 657.33 TO 20- INV OUT: 657.23 TO 16 I NV OUT: 659.75 TO 22 - (2.-" -752�- W/L- - - RNG) 1 -7 - . QX -- 52 DIPJW/ W/L DRNG) VDOT STD. 1311-3131131 (L=4')----- STA- 15+89.40 670 1 STIR: 10 STR: 12 TP=664.67 PROPOSED 8" CL. 670 VDOT STD. DI-38B (L=10') VDOT STD. DI-3BB (L=6') INV IN: 656.50 TO 18- INV OUT: 656-40 TO 14 (2.8' W/--DRNG" 29 STA. 13+24.00 STA. 14+41.44 TP=657.12-- T =663.19� p 15- Kuv III x 665 VDOT STR: 8 INV IN: 551.50 TO 12 INV IN: 649.67 T 0 10B STD. D T: 648.75 TO 8 1-36 (L=10 INV OU INV IN: 654.00 TO 14 INV OUT: 653.90 TO 10 H28 PRC POSED 8" CL. .01% 155 89 LF 00.50% 665 Ln V) w STA. 12+21.18- 1+8-69 z OU z TP=652.22- 10 EXIS7>G8"-&.52 (1.3 WA-DRNG) N-1 5n RCP III 33.40 LF 0 0. 50; tn �z- L,U z mo: IZ2 Qd 'Lnu LU 2: 1: LU 2: x STIR: 6 INV IN: 646.50 TO INV IN: 644.91 TO 813 INV OUT: 644.81 TO 6 __--'DIPW/L / - RjjC 7: 11 CL. N RCP, j m 0 LL tt z ti b R uj -j 8 0 U THE 0'7D TORM EWER F�VDOT OPOSEP IS VD )T S 660 VDOT STD. DI-3BB STA. (L=8') 11+20.73- 1 z- -z- A k5 pCV A v I Ara,27 A111 g I /_ 4 E AIVU VER PEP 201 23?1 FOR HUI't t11,11L MA I RPAL) ECIFICA171ON tK1AL,",i, & FO? I mr- Lu BRIDGE THE v IKAL ty/T fEC 5E OF m/i r A 77ON CP (ASSUM 2 08 I P. FROM! 660 U) Du0 W <fo�0"---S/LLAT:RALFOR1LO1?jts z < >i ce 0. (4- IL 21 v5s4z- TP=650.04 INV IN: 643-00 TO 8 PROPO 52 RIP iED 8" CL,- W/L - If 17 2-2. 19 K-- *18,,C�2,1 SELE T A VDOT APP PRIA R - BA CKF'LL YOVED IN L TERIA1 U OF WITH 4TS rHIS �I�L MATE ?1A L MH �NSV.' 65S.78) > z Lu m tn z uj 0 0 Z�c n n INV OUT: 641.83 To 4-- (2. 8' WYL- D R N G) 8" L STONIM Jev-QT 5 PB- P/I MUSTHk PIPE�. 1). PROWDED. [mum Of. z COVER--QyE1?-- uj CL rn MH27 37.14 LF 2e RCP 0 0.62 III- 15 5:4 2e RCP III 2 83 RC j 0 0 .()A ALL PR�q?MINANI �OADWAY Y OF NKMENT OIL (No MATERI �ERI� MUCK, MUCK, L SHALL FROZEP CONSST MA TERIAL 65b Ahj LJ6 n- o Lu 0 Lu EA - 655 12 28 0 .59% 18" RCP III ffuu UIT Ullfr-ff JLL,:1r-rT1uu) MATE1WAt)-A-ND ME i.> 2, w VDOT ST. DI-3CC STIR: 4 (L=10') -1.2 0-11 24" iF RCP 111 32.96 LF 00.7 % PLACE 8 INCHES EN PRE -)ULII ED IN UCCESS IN THICKNESS ROA C BED A R VE UNIFORM BEFORE E*A IN ABC LAYERS COj NqT 4PA C T101V VCE Kq 774 fORE OVER VD 0 T THAN THE 2016 111.0 LU STA. 10+39.53---- TP=648.77-, H26ul 8211k %,-- . . ..... 110.82 LF 0 1 ROAL FILL AND 5RIDGE cPE--C1FZ1-,T`ON VATERI/L SHALL BE CCWPACTE) 303.04. TO 9qX 1 OF THE 11 /L LATERAL FOR LPT3.54 650 INV IN: 640-50 634.67 TO 6 TO 44 117'---7�SSUMES 2.087.1 FROM SOIL' MAXIMUM DR} DENSITY AS D TERMIN�D BY JsTm 650 z 0 INV OUT: F SL _7 SIL ATERAL MH INV. FOR LOT 652.06) i;; -Ir MINIMUM I WA TE J. 5' 7 MAINS* OF CO AND SANI IER MU TAR T BE � SEWER INTAIN MAINS. 0 VEFi u P, PI tOPOSED 8" CL.-) 2 As LIMES 2.08% FR& 4. MINIMUM 1- PF VERTCAL SE,?A FROM I S TORM 1.31 52 DIP`V W/L-DRNG) f/E: I IL LATER kL FOR L( IT 3.5 2 SANI 'ARY 1) vvLff m I Lit 0 VIDED. 2.08% 6'. VD 0 T STD. 1 1 INL T SHA G REQUIRED 0 ALL STORM 645 tn -SjL LAI ERAL FOR LOT150 (,IkSSUMES IFROM 24" RCP I 102.82 LF 24" RCP 111 81.21 LF 0 1.64% (AS SEWER MAIN) R. FRO N SEW'R MAIN GREATER N 12' (VO SL- ON NITARY MHS). p, 27-26 02.19% -'r`RJO-P C - I-w L TERA SIL LATE RAL FOR 2-530, -OT 153. FROM q- j--pOL-? THE CONE: DUC TILE I TIONS IRON W, lvcu;A 17ERL 5L DILL BE SH, TESTED dA,s=Om-- AND 14PECTEL PED IN 301L IDPE PI 11E MAYBE USED IN LIEU OFAI.LRCP RIPE. EX 640 -Z TAPS. MIN. 3,5' & 1' OF SEP,$RATION OF COVER I WITH H I A -ATERA 3 SUMES FOR 1 �2.08% 249 SEWER f ROM MAI HERE 3PECIF1 'ALLY PIED ON THE PROFILES. 19. HDPE PIPE SHALL ICONSTRJCTluty BEINSTALILED VROC,j. AND BA LED IN 640 RCP III LF 0 1-80X 24 100.45 "I �Ijlmvl i-IN kill SEWER MAW-) I- ACC CON7TACTOR REQUIRED ORDANCIJ AIYD URE-qROPER- SHALL SHA USE STONE L RDS BACKFILL AND qEQUIRDIENTS. 14ATERIAL BACKFI41L I THE AS PIPES RROPOSED TW=640/3W=634 WALL I - LATER ALFOR LOTIA1 -- AND PREVENT DURIN CRUSI CONS' OMPA, NG OR RUCTION. DEFORMING "JCAMER� STORELu SSUME,; 2.087. FROM 2-01-25 PIPE 635 3 INV ICU 1. 63 .00 i ILLATERALFORLOT244 SEWER MAIN DR�G-S (2.8 L 1-11-r-5 THE a Ar lr-rrl TOR a uulvz, /I ALL CLEAN I u INV AN 1,z) t, um WD;0 1-tv ALL 635 0) 7-4tO ASSUMES SEWER 2.0 8/, MAIN) FROM THES, CER 7fFICA - VIDEO ROV. TOT OWNE,�r AND INGINEER ,vu FOR 632 z co 1 632 (r5 >> w J 4.1 Li N 0i .qd- \,-2e RCP 111 44.29 LF 0 1.51 1., LO % LO a! 0) 0 0 0) L6 Lo (0 (0 Q0 1- (D Cq CO 4 (000 0 C*4 Cj r- 0 C14 6 (0 6 0) (0 (0 (0 LO (0 Ln CO 0 00 C� r- Lo 0) -4: r, 00 r- V5 r-, r- 0) N CL (0 CO u') CO (D (0 Q0 (0 (0 CO (0 CO (0 CO CO (0 Cp Aj IL. 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+5024+75 w0 N 1-1 j VERTICAL SCALE CD N P-11 STR 32 OUT 5 0 2.5 5 1 1 0 20 W 04 IN FEET 1 inch = 5 ft. z J V) 0 uj > STR: 108 HORIZONTAL SCALE U) 0 LL VDOT STD. DI-38 (L=8') 665 STR:40 50 0 25 50 100 200 1 1 1 1 11MMO k9 Lu STA. 10+33.62- TP=657.16 INV OUT: 650.00 TO 10 STR: 38 VDOT ST. DI-313 (L=B') 11+85.90 IN FEET 0 LLJ I STR! 36 VDOT STD. DI-3B (L=8-) STA. 10+70.21 -STA. TP=675.33 INV IN: 668-00 TO 42 1 inch = 50 ft. STIR: 813 ST R: 10 STR:34 VDOT STD. 1311-3136 (L=8') VDOT STD. DI-313 (L=8') 660 VDOT STD. DI-31313 (L=10')- VDOT ST. DI-3C (L=4') STA. 10+33.09- TP=671.42 'INV IN: 664.08 TO 38B !- INV OUT: 667.90 TO 38 I I I STA. 10+33.12- TP=652.20 STA. 13+24-00 STA. 10+32.58- TP=66 5.19 TP=672.69 INV IN: 663.79 TO 38 INV IN: 664.08 TO 40 STIR: 42 VDOT ST. DI-3B (L= 10') STR:38i. STR:388 INV OUT: 645.08 TO 8- 660 TP=657.12- INV OUT: 658.29 TO 20- 675 INV OUT: 663.69 TO 26 INV OUT: 663.98 TO 36 VDOT STD. DI-313 (L=8') VDOT STD. DI-313 (L=6') INV IN: 651.50 TO 12--- INV IN: 649.67 TO 106 1 1 1 15 1 K: zv STA. 12+18.95 TP=675.39 STA. 10+70.21 -STA. 10+33-14 TP=671.42- TP=671.37 uj 0 STIR: 8 INV OUT' 648.75 TO 8 (355 VDOT ST. DI-3C (L=6) INV OUT: 668.17 TO 40 -7-1 INV IN: 664.08 TO 38B INV OUT: 664.25 TO 38 VDOT STD. DI-38 (L STA. 12+21.18 PROPOS D 8" CL. 52 DI W/L STA. 17+97.21-------, TP=665.19 STR.,26 VDOT STD. DI-31313 (L=6') INV IN: 664.08 TO 40 INV OUT: 663.98 TO 36 T 1 u u) LL. TP=652.22- 655 A J1.3' V.-DRNG' INV IN: 657.86 TO 34 670 STA. 20+92.89 / 675 6Rn 680 INV IN: 646.50 TO 10- INV IN: 644.91 TO 8B INV IN: 657.86 TO 22-- INV OUT: 657.76 TO 18 TP=672.59- INV IN: 666.00 TO 28 STR: 28 1 VDOT STD. DI-36 (L=4') STIR: 28B 670 670 I! W INV OUT: 644.81 0 6 650 650 INV IN: 663.52 TO 36- STA. 22+41.59 VDOT STD. DI-313 (L=6') TP=675.48-------- z LLJ NV OUT: 663.42 TO 24 5zDIPWIL (1.7' W/L-DRNG) 37.44 PROPOSED 6" CL. INV IN: 667.60 TO 28B TP=*675.70 52DIIIW/L A - - -- 650 650 1 -15 RCP III 665 665 - -- E 670 670 INV IN: 667.60 TO 30 INV OUT: 668.17 TO 28 (!.7r W/t.-DRNG, INV OUT: 667.50 T 26- INV U) 0 - PROPOSED 4!' CL. 52 DI F W/L 33.62 LF 0 0.98% 1 645 F ROPOSED 8" CL-, /,,-HGL 52 DIP'Af/L 6657- 665 0 (1. 6' W/1, -DRNG) - 645 PRO POSM" CL. (2 9' W/L-:PENG PRGP-QS - -D 8" CL. 52DIPW/L HGL W =8A 1 6451 5 2 DIP W/L 660 1�3' W/L-DRNV60 v T( 665 S 15" RCP 111 00.51%65 33 LF 1 111.7' W/I--DRNC; 670 1 67 61 jQ645 10� 11 - --- - .05 1 L HGL HGL , 1 8A 660 .15*- RCP 111 0 z 15" RCP 111 640 640 = - --1 a mcp I I I 115.69 LF 03.30% 5"*' 4 LF 0 0.51% HGL 1 1 C) uj j 33.12 LF 0 0.50% b5* RCP 111 18" RCP III 658 6581 640 640 655 32.58 LF 0 1.32% 660 37.12 LF 0 0.51 % 660 665 15" RCP III >> (D 18" RCP III 37.44 LF 01-52% w w u 638 635 635 652 652 658 33-09 LF 0 0.5179 1 1 1 1 658 662 6621 (0 1 1 S .638 - u0- > > w Lq 04 04 > > C-4 > > U) Lq �i 0) > > 0) C� to 0 0) > > 00 C� 10+00 10+5010+75 b "7k t5 -j LLJ W LLI LLJ CY) r.� LQ Ld W Ln r) CN 0 Lfi uj ui Lu 0 0 Q0 W I.L. 0 CD QD (0 w u- COO w u- (o CO (0 CO Ld LL C.D co w (n JOB NO. 10+00 10+5010+75 10+00 10+5010+75 10+00 10+5010+75 10+00 10+50 11+00 11+50 12+00 12+5012+75 10+00 10+5010+75 STR 38B STR 38 112066 SCALE V:1 "= H:1 5' SHEET NO. STR 8B STR 8 STR 1oB - STR io STR 34 STR 20 STR 42- STR26 STR 28B - STR2 8 12 3 5. ll :3 L) Cn 13 u p U) rz 0 L) 0 0 0 to (D Q) 0 U) ra ra 0 CL E. =3 O Q) rn 0 0 13 CL 41 E Z x Lu Ld K LD z V) z 4- 0 CL 0 L- CL x 41 41 E 0 0 0 0 C3 -0 C: 0 (0 CL 0 u) Q) 675 670 665 STR: 70 VDOT STD. MH-1 STA. 10+95.24 660 TP=650.30 INV IN: 643.50 TO 72 INV OUT: 643.00 TO EX 106E STR: EX 106E----- -- - DI-3B (L=8') STA. 10+39.95 TP=645.94 INV IN: 641.45 TO 70 INV OUT: 639.88 TO EX 106 STR: EX 106 DI-3B (L=10') STA. 10+00.00 TP= 6 45.94 INV IN: 638.75 TO EX 106B EX. INV IN: 638.75- EX INV OUT: 638.65 1645 1 KISTIN6 "CL.5° DIP /L .1' W/L DRNG 640 ASH i STR: 74 VDOT STD. DI-313B (L=10') STA. 13+18.43 TP=658.53 INV IN: 652.08 TO 746 INV IN: 652.08 TO 76 ---- INV OUT: 648.89 TO 72 STR: 72 VDOT STD. DI-3BB (L=8') STA. 12+31.53 TP=656.45 _ INV IN: 646.93 TO 74 INV OUT: 646.83 TO 70 15" RCP III 55.29 LF 0 2.80% 15" RCP III 39.95 LF 0 2. T � I I /IS /L(1Dt�NG) r� � t N (N0 10+00 10+50 11 +00 11 +50 12+00 12+50 HDPE PIPE MAY BE USED IN LIEU OF ALL RCP PIPE, EXCEPT WHERE SPECIFICALLY NOTED ON THE PROFILES. STR: 78 ---VDOT STD. DI-36 (L=10') STA. 14+73.66 TP= 661.42 INV IN: 654.79 TO 80 -T INV OUT: 654.69 TO 76 I I I STR:76- --- VDOT STD. DI-3B (L=8') STA. 14+39.75 TP=661.15 INV IN: 654.00 TO 78 INV OUT: 653.90 TO 74 PROPFED 8" 52 IP WIL r �' r A -nr; STR: 80 VDOT STD. DI-3131 (L=8') STA. 15+10.95 TP=663.40 INV IN: 656.20 TO 82 INV OUT: 656.10 TO l78 VDOT STD. DI-3B (L=8') STA. 15+46.41 TP=663.66 INV IN: 656.89 TO 84 INV OUT. 656.79 TO 80 gz DIP W& (1.6 W/L-dRNG 15� RGp0 3: 6l� ,__ 5" RCP III 35.46 LF 0 1.66% -�---f ----� 15" RCP III 15" RCP III 37.29 LF ® 3.51 121.32 LF 0 1.50 15- RCP III 33.91 LF 0 2.039b_._- STR: 84 VDOT STD. DI-313 (L=6') STA. 17+02.09 TP=670.62 INV IN: 662.83 TO 86 INV OUT: 662.73 TO 82 STR: 86 VDOT STD. DI-313 (L=10') -� STA. 17+35.31 TP=670.57 INV OUT: 663.25 TO 84 -PROPOSED I illCL. -- 52-Qli} L (1.8 W/L- RNG) 665 5'" RCP ill 33.21 LF ® 1.26% 655 650 645 665 STR: EX 108 DI-313 (L=8') STA. 10+00.00 TP=655.34 INV IN: 647.50 TO 126 EX INV IN: 647.50 TO 110 EX INV OUT: 647.40 TO 106 1010 650 645 642 665 STR:126 DI-3B (L=8') STA. 10+38.97 TP=655.36 INV OUT: 647.83 TO EX 108 655 " WATERLINE ROSSING 650 4" RCP III 38.97 LF 0 JJ M w w 0 CO LO W u- 10+00 10+5010+75 STR126 - STR EX zo8 STR: 74 STR: 74B 640 VDOT STD. DI-31313 (L=10') VDOT STD. DI-3B (L=6') STA. 13+18.43 STA. 10+33.12 TP=658.53 TP=658.55 INV IN: 652.08 TO 74B INV OUT: 652.33 TO 74 ----------- __ __.__ __._____.__ _w___-----._.____ ______.___ ___ ___ T__._ ._---_._ _ __ _._ ______ _ _.___._ _._ _ _ __ ___.._ _ __ - __ __._ _ INV IN: 652.08 TO 76 INV OUT. 648.89 TO 72 , 660 635 I PROPOSED "CL. 632 __ _ i-DIP Wj L (1. W/L- RNG) 00 m �a a,� Coto 655 655 �tD cD LO L06 �vi Lai w 4A Q (.0(o � to K0 cD 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5017+75 GL 650 650 1 STR 8 - STR EEC sod 15" RCP III 33.12 LF 0 0.75% 645 I j 645 642 542 NOTES 1. THE STORM SEWER PROPOSED 1S VDOT STD. CL. Ill RCP, HOWEVER PER 2016 VDOT ROAD & BRIDGE SPECIFICATION SECTION 232 FOR SPECIFICATION FOR THE USE OF RCP AND HDPE PIPE MATERIALS, THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE MATERIAL (SEE VDOT STD. PB-1). A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SMALL CONSIST PREDOMINANTLY OF SOIL (NO MUCK, FROZEN MATERIAL, ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL) AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE SPECIFICATION 303.04. J. FILL MATERIAL SHALL BE COMPACTED TO 95q OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERA41NED BY ASTM D698. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANITARY SEWER MAINS. 5. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES Z VOOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL- I ON SANITARY MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONS7RUC770N PROCESS. 19, HOPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION 15 COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CER77FICA TION. 5 VERTICAL SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE U Q 25 50 lUU LC ( IN FEET ) 1 inch = 50 ft. 7 Q JJ O � W W d- (0 pp W 10+00 10+5010+75 STR 7 - STR 7 TH 0 SCOTT R. COLLINS' No. 35791 4t S �'S'` S'In]VAT- 11. L i J � m V) LLI Quj¢ o o a z z J Fes- U z {/�� W U U Vl x i � a E o u W t= -! D v>> U¢ v a v, ¢¢ a 0 Q ¢ m >z , m 2 � he a w a 0 Q Q n (4 in En W 5 zLu o z z a m aQ� 0 ¢ 6 a H H W 0 tie 2 > � i z t W 0 z O h h n '4 Nei N N ` .m 1 STIR: 50 VDOT STD. DI-31313 (L=6') STA. 11+81.39 675 I TP=654.86 INV IN: 646.29 TO 52 INV OUT: 646.19 TO 48 STR: 48- VDOT STD. DI-38 (L=6) 670 STA. 11 +02,90 TP=652.33 INV IN: 645.45 TO 50 INV OUT: 645.35 TO 46 665 STR: 46 VDOT ST. DI-3C (L=8') STA. 10+69.92 TP=652.33 INV IN: 644.96 TO 48 660 INV OUT: 644.186 TO 44 1 STIR: 44 VDOT STD. MH-1 STA. 9+96.64 TP=654.51] 655 INV IN: 643.90 TO 46 INV OUT: 643.80 TO EX 114- STR: EX 114 VDOT STD. DI-313 (L=141)--- STA. 9+05.22 3- TP=650.83- 90 HGL INV IN. 642.60 TO 44 S/L- RNG) EX. INV IN: 642.60 EX. INV OUT: 642.50 9 1 mz 645 [ ��4.si 11 STIR: 52 VDOT STD. DI-3CC (L=6') STA. 12+42.38 TP=655.11 INV IN: 646.97 TO 54 INV IN: 648.10 TO 52B INV OUT: 646.87 TO 50 STR: 56 VDOT STD. DI-31313 (L=4') STA. 15+44.48 TP=659.73 INV IN: 648.68 TO 58 ------- INV OUT: 648.58 TO 54 STIR: 54 VDOT STD. DI-386 (L=4')-- STA. 15+13.34 TP=659.191 INV IN: 648.42 TO 56- INV OUT: 648.32 TO 52 18" RCP III 270-96 117 0 0.50% 1 4143�Ir::: -- �_ - �,i i I L18' RCP III 87 pep III I 1.31% 60.99 LF 0 0.95% J�_ LF 18r RCP 73.28 IF 0 1*31% 91.42 18* 'RCP III 640 78.49 LF 0 0.94%- I I I I T 218" RCP III 32.98 LF 0 - ----- 635 632 r- WWi H I LO w ui 0 4 T- to Ln Ln LO LO LO 00 w U- 9+00 9+50 10 00 10+50 11 00 11+50 12+00 12+50 13+00 13+50 STIR: 52 VDOT STD. DI-3CC (L=6') 1 1 6601 STA. 12+42.38 STIR: 52B TP=655.11-i VDOT STD. DI-3C (L=8) INV IN: 646.97 TO 54 7STA. 10+33-05 INV IN: 648.10 TO 52B TP=655.11 INV OUT: 646.87655 TO 50 INV OUT. 648.33 TO 52 bbb nWPOS ---D 8" CL. 5,' A . 5z DI I 11 WIL (1.0 W/ -DRNG 650 65G Z\-HGL 645 --15" RCP III 33.05 LF 0 0.71 % 642 642 C'q In Lo 10+00 10+5010+75 STR 52B - STR 52 STIR: 58 VDOT STD. DI-3CC (L=6') STA. 16+19.90 TP=657.99 INV IN: 649.57 TO 60 INV IN: 651.03 TO 586 INV OUT: 649.47 TO 56 1655 1 650 1645 642 STIR: 58B -VDOT STD. DI-3C (L=6') STA. 10+32-91 TP=657.99 In INV OUT: 651.21 TO 58 655 __-PROPOSEE 8" CL. 52 DIP VI/L (1.0' W/L- DRNG) 650 15" RCP III 32.91 LF 0 10.54% 645 642 Gj 121 LO (n . C0 ww Co r': In LO 00 10+00 10+5010+75 STR 58B - STR 58 PROPOSED 8" CL. � 20tWIL - 5.0 WAL----WNG OPOSEDI S/L w4 LATER T{aPS. MIN,. 3.5' 9F COVE 1' OF EPARAJION Wil STORMI SEWER I(TYP.) I STIR: 64 1 1 1 VDOT STD. DI-313 (L=4') STR': 66 675 STA. 19+33.49 VDOT STD. DI-3B (L=4')- TP=664.70 _STA. 20+07.65 INV IN: 6556.90 TO Coro TP=663.26 INV OUT: 656.80 TO 62------ INV IN: 657.37 TO 68 I I ___ INV OUT: 657.27 TO 64 VDOT STD. DI-31313 (L=6') STR: 61 1 670 STA. 17+93.56-VDOT STD. DI-313 (L=6'2 )_ _Ij STR:68 TP=661.61- STA. 18+99.84 TP=664.56- VDOT STD. DI-3B (L=12') INV IN: 656.00 TO 62 INV IN: 656.63 TO 64 -STA. 20+52.54 ------ ...... INV IN. 654.50 TO 60B- INV OUT: 656.53 TO 60- H7 ---TP=665.51 INV OUT: 651.00 TO 158 INV OUT: 657.60 TO 66 y I I 1 1 665 STR:58 VDOT STD. DI-3CC (L=6')- STA. 16+19.90 TP=657.99 H6 H 4 INV IN: 649.57 TO 60 MOSM F ROP8" CL. INV IN: 651.03 TO 58B 52 DII I WIL 52. DIP W� L INV OUT: 6,49.47 TO 56 15" RCP 111 1.0' W/--DRNG W/L-11RNG) 660 106.28 LF 0 0.50% K63 r r7__z 150 RCP III 4W 01 44.89 LF 0 0.5 09 1 655 -4 15" RCP III (1.4' 74.16 LF 0 0.50% S/L -DRN 6-5 1 7-6 59 r77 LATERAL IL LATERAL SATDRNG) I P, I::', n 57 nP I OT q iq torrin RCP �ASSUMES IeI 'ASSUMES Ll 5" 'RCP Ili J 0.82% % 2 08% FROM 1 73.67 LF 0 .08% FROM 33.65 LF 00.51% . . . fR -Mju&)- SEWER MA . IN) p III 2 LF 0 1.05% 5" RC 75.4 1 1 1 1 1 1 1 1, 645 8" RCP III 31.14 LF 0 0.50% CID n 00 -t oi 00 0i f-, c6 Ln LO Ln Lr) LO co In (0 to 14+00 14+50 15+00 15+50 16+00 1 STR 68 - STR EX1141 675 1 1 1 1 1 675 I--STR: 60 1 1 6701 VDOT STD. DI-313B (L=6') S IR: 60B STA. 17+93.56 VDOT STD. DI-3B (L=6') TP=661 61 -STA. 10+33.41 INV IN: 656.00 TO 62 TP=661.76 INV IN: 654.50 TO 608 INV OUT: 654.87 TO 60 INV OUT: 651.00 TO 58 1 1 665 M=Almvlm�mms 0 650 LJ 650 648 648 w U- 10+00 10+5010+75 STR 6oB - STR 6o 635 6,32 0 I Go I- `� 0 Co (0 LO to I-- (0 CO (0 06 LO Q0 w 4 (0 cif(D w vi w Q (D 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+0021+25 NO TES: 1. THE STORM SEWER PROPOSED IS VDOT STD. CL. N RCP, HOWEVER PER 2016 VDOT ROAD & BRIDGE SPECIFICATION SECTION 232 FOR SPECIFICATION FOR THE USE OF RCP AND HOPE PIPE MATERIALS, THE CONTRACTOR MAY SELECT A VOOT APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE MATERIAL (SEE V9 0 T STD. PB- 1). A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL R OA D WA Y EMBA NKMEN T MA TERIA L SHALL CONSIST PREDOMINANTLY OF SOIL (NO MUCK, FROZEN MATERIAL, ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL) AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE SPECIFICATION 303.04. J. FILL MATERIAL SHALL BE COMPACTED TO 959 OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY AS7M D698, 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANITARY SEWER MAINS, 5. MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WIL & SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORY STRUCTURES, Z VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CER TIFICA TION. VERTICAL SCALE ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 T H d) SCOTT R. COLLINStZ U No. 35791 lit ;y 101VAL L P% U) Lu Lu 0 Zgouuz Lu uj u tn .. P LLJ in w -1 ob u In 2: E u 0 uj ELI u- z M 5 - M x X u 0 = u 4 6 U) L o ly 0 z < 0 z < >- �CE) < uce ,cL > e - >uj z a u u0 (L a 02zwu z 1;n a 0 wzn z z Lu Ce CL a uj Lu In a 'oe 0 w ce U) UJ In HDPE PIPE MAY BE USED IN LIEU OF ALL RCP PIPE, EXCEPT WHERE SPECIFICALLY NOTED ON THE PROFILES. ME 1675 7� 670 STA:11 +31.92 RIM: 658.80 INV IN. 647.63 TO MH2 OUT. 647.43 TO jFoothill-7-7 665 FOOTHILL-7-7 STA: 9+44.54 - RIM: 654.37 INV IN. 646.10 TO MH1 - _ -- -^ EX. INV OUT. 641.90 (AS -BUILT)--._-_ ___�. e MH2 STA:12+44.54 RIM: 655.47 INV IN. 648.37 TO MH3 INV OUT. 648.17 'TO MH1 MH3 STA:12+80.60 RIM: 652.92 INV IN. 648.73 TO MH13 INV OUT. 648.53 TO MH2 MH13 STA:10+13.54 RIM: 657.05 INV IN. 649.64 TO MH14 INV IN. 649.64 TO MH4 INV OUT. 649.44 TO MH3 NG G MH4 STA:17+93.35 RIM: 659.81 INV IN. 651.66 TO MH5 INV OUT. 651.46 TO MH13 STA:18+63.38 RIM: 658.18 INV IN. 652.19 TO MH6 INV OUT. 651.99 TO MH, MH9 M H 8 STA: 24+18.26 STA: 22+92.30 RIM: 675.53 RIM: 669.59 INV OUT. 665.30 TO MH8 MH7 INV IN. 659.78 TO MH9 STA:21+88.19_INV OUT. 659.58 TO RIM: 664.98 INV IN. 654.50 TO MH8 INV OUT. 654.30 TO MH6 MH6 STA: 20+18.54 RIM: 660.47 INV IN. 653.15 TO MH7 INV OUT.. 652.95 TO MH (1.1' -DRIlIG -PROPO 52DPWjL (4.3'WI-S )P SED 8" 52 PIP W/L A, 1 �F ,\2N - I a -PROPOSED 8" CL C,l y �� 655 - zDPWL ,1 LF oo BETWEEN H 2 AN MH 1 PROPfl ED 8" CL. (1.5' W L-S/L ?_ 1Qo PROPOSED sz" CL.J� HALL BE ENCASE IN A 52 D P W/L 52 DIP IL STEE SLEEVE I ___.-._.._._. (1.6' W _L-S L - --. _ _ - --_ _ » - __ - -- �EORa,,„r �_ _ _ ._ _ __ �._ _-! -_. _ 5_4 - ___ _ _. g SDR 26 PVC ( .3 W L SANS -__.---_..-_._. _�-__ T -36 SHO N ON S EET STA ss+ - STA s +s } ---�--- ^ 13 ______ _._---_ _.__ _ ____ _..-_ , _ _..___ - _ 8" SDR 26 PVC 165.65 LP ®0.69r'°� - 650 c 5 s 6-5 151.16 LF ® 0.50% I VE TIC L SCALE 13-3 - 8„ SDR 26 PVC 2- 3-2 VC 73 363.37 LF @ 0.50% 2 � , z 8 SDR 26 P 8" SDR 26 PVC __. s �1�R c -- -._ 57--._.._ti __---66.03 LF 0.50% (IN ET 50 DIP141.37 LF � 0.50�---- _ ) {1.4 j _- 8" CL. 50 DIP 108.62 LF ® 0.50% 7 /L-DRN } ! -- - - -- - - -- -- - E - -- - - - - - -- -- 645 ! 1 inch 5 f- - -- - - -- �- ---- ..- -.... -- - -- - .._. --- - --- - -_. j _-_..... _._. .----- -- - - ----- - - - - - --- - -- - ._.. _ - - . ----- - - -- - --- --- - ----------- -- - -- -- _ ... - ----- --- - --- - -- ---- -- - ---- -- - ---__ ---- - _ - - --- - - -- - - -- - ---- - ----- 183.38 LF � 0.73 � � r {�1.4 - - 8" SDR 26 PVC L-DRN } PROP 5ED 32.07 LF 0 0.50r°� - .... .................__._.__._ ___........... _........_._ ..._- ...... ... ...A1�.....S-GAL ... ... ...,_-_.___ ._. _..____.___ __....._.._..._ . _ _.___ _............._..._.__._...---__-..- _ ..._...... __. _.... __ .......--------- -- - .-- ..._..._..._... .......... .... _. -- - ERNA DROP o 2a AT MAN OLE 45 5 40 INV. IN= 42.1a 2.0 ( IN I EET } S -DR G7 63i� � 1 inch 50 f . W W rn r7 h d% Ln O co d 1 N d ��. p¢p � q N N h -j J cV W s�i d 6i 00 0 0i csi Oj i � cfl 0i O l gi L6 n C; Ln W W � to Lf) d d- �f � If7LID (0 V) (0 cp L c0 cQ r, le �D tD � (D LO (0 GD CO {0 �D t0 CL7 cD (D w c0 C0 c0 Q0 (0 tQ C9 C9 co �D (0 cD cD cD W LL. 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 MH16-MH1.3 15+50 16+0016+25 MH12 NEW DOGHOUSE MANHOLE MHll -I;)! I"1. 1 VTVV.VV RIM: 672.00 STA:12+57.20 INV IN. 666.32 TO MH11 RIM:675.98 680 EX. INV IN. 666.12 INV OUT. 667.62 TO MH12 - EX. INV OUT. 666.08 675 I ARE) DR IN 221-22 670 (17 PIPE SLOPE) o - 253.20 8" SDR 26 PVC LF 0 0.51 % 665 662 N O C:) r- r � IN 00 � r` h cD cD �D c0 10+00 10+50 11 +00 11 +50 12+00 12+50 13+0013+25 mys M 12 HDPE PIPE MAY BE USED IN LIEU OF ALL RCP PIPE, EXCEPT WHERE SPECIFICALLY NOTED ON THE PROFILES. NO TES: I. THE STORM SEWER PROPOSED IS VDOT STD. CL. IN RCP, HOWEVER PER 2016 VDOT ROAD & BRIDGE SPECIFICATON SECTION 232 FOR SPECIFICA7ON FOR THE USE OF RCP AND HOPE PIPE MATERIALS, THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE MATERIAL (SEE VDOT STD. PB-1). A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL (NO MUCK, FROZEN MATERIAL, ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL) AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE SPECIFICATION 303.04, J. FILL MATERIAL SHALL BE COMPACTED TO 959 OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTV D698. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANI TAR Y SEWER MAINS 5. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. I5-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 7. VDOT STO SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANI TAR Y MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VDOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE", AND PROVIDE THESE VIDEOS TO 77-IE OWNER AND ENGINEER FOR CERTIFICA TION. TH 0�,� SCOT R. COLLINS� No. 35791 ,� � `i'"ONAL E�O� r Q W oC = d tt) JOB NO. 112066 SCALE V:1 "=5' H:1 "=50' SHEET NO. �5 t 0 0 tj 675 _ 675 MH28 670 STA: 20+35.81 670 RIM: 663.71 INV OUT. 652.06 TO MH27 MH27 STA:18+67.72 665 RIM:655.60 665 INV IN. 645.50 TO MH28 INV OUT. 645.30 TO MH26 MH26 660 STA:17+38.63 660 RIM: 650.72 - INV IN. 640.60 TO MH27 INV OUT. 640.40 TO MH25 E (STING RAQE 655 655 MH24 MH25 MH22 STA:14+32.43 �_-- STA:15+89.4O__..__ _ __ PROFOS EDGRAD ___..._ STA:11+60.34 - -_ RIM: 647.81-_'-- RIM:645.05 RIM:645.80 INV IN. 634.58 TO MH25 INV IN. 636.55 TO MH26 650 650 INV IN. 632.67 TO MH23 INV OUT. 634.38 TO MH23 INV OUT. 636.35 TO MH24_ 2$-27 �C INV OUT. 632.47 TO ConAgra-1-1 AGR ro ro o� CON A-1-1 --STA:10+00.00 MH23L� ® -- --- O9 RIM: 636.51 (TO REMAIN) STA:13+37.43 7 ugh 645 645 INV IN. 627.06 TO MH22 RIM:639.80 ' . EX. INV IN. 626.96 (TO REMAIN) INV IN. 633.83 TO MH24 53 IPWIL /L o NG-S/ EX. INV OUT. 626.86 (TO REMAIN) INV OUT. 633.63 TO MH22 (s.o' /L-s/) 2�7- 7ro26 SCR VT 640 1�510 640 6-25 PVC - � _ �'� 1�5.23 635 635 ___ 24-23 26 Pvc �„ SDR 23- 22 8" SDR 26 PVC 152Tg6 �'� 1.16% 8" SDR 26 P VC �- 91.01 LE' � Q.60% 173.09 LF @ 0.55% 630 630 22-EX I P rb Fi" SpRF � 3 --- 1g6 625 625 W W O tiff 0 Comfy' 000 tf} �0d- ' `� N Cam' 00 6^7 ¢ 'r'• w N Imo, W Y �0 V V y '4. csy L u' cn u' cfl L cs, � �D w cfl csy cs> cQ cfl cfl cs, co ca � ,� t� RAISE I INV IN. E> 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+uu lO+OU letuu 10-11-au I /-ruu mn�u MH21 STA:13+26.39 STA:14+24.45 680 RIM:671.59 RIM:672.50 MH19 INV IN. 6166.05 TO MH21 INV OUT. 666.54 - EX MH23 STA:11+46.64 INV OUT. 665.85 TO MH19 STA:10+00.00 RIM: 672.95 EXIS rING GRP DE :X. RIM TO:671.89 --- INV IN. 664.95 TO MH20 - -- _� 664.00 TO MH19 INV OUT. 664.75 TO EX MH23 _X INV IN. 664.00 675 INV OUT. 663.80 00, 670 670 665 20-19 665 19-EX - PVC 8" SDR 26 8" SDR 26 PVC 175.75 LF o 0.519 8" SDR 26 PVC 142.64 LF C�9 0.53%_ _ _____ __ _ _ -_- _- - - - 94.06 LF CAD 0.52% -- 660 660 (12" 111PE AT 0.507. SLOPE) 658 658 W W p `- 0 r Clq Co � t W W � N r- W to w (o to lei 10+00 10+50 11 +00 11 +50 1 z+UU 1 z+5u 1.5+uu MH21-EXMH2 1.3+5u 14+uu 14+ou 14-1- / O '0 MH2O INV IN. INV IN. INV OUT. I /_r;ju Io-rvu 10'Y.7u 17'1'uu 1zx_r7u Lu'tuu 4v_r JVGVT!0 MH17 fI STA:11 +16.02 MH14 RIM: 666.91 STA:12+29.21 INV IN. 657.54 TO MH18 MH18 �-'� RIM: 661.96 INV OUT. 657.34 TO MH14 STA:12+06.94 652.08 TO MH15 RIM:663.26 652.08 TO MH17 PROPOSE[ GRADE INV OUT. 658.37 TO M 651.88 TO MH13- -- --`- -- -- - - 665 665 XI TING G DE 660 -- _ 660 8- 7 $" SDR 26 PVC @ % _.-- -- _ 655 17-14 86.92 LF 655 �0 p�Jd 2 � pP�,) SR 650 650 648 648 ww N L1 T CO V_ Ed Eda. 00 W u- wLo cQ �° to 10+00 10+50 11 +00 11 +50 12+00 12+5012+75 MHO.$-MH1. H17 5 VERTICAL SCALE 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 20 �� (0!uNo. T R. COLLINS 35791 Iol,rer. 0 0 25 50 100 ZL ( IN FEET ) 1 inch = 50 ft. 0 NO TES. 1. THE STORM SEWER PROPOSED IS VDOT STD, CL. X RCP, HOWEVER PER 2016 VDOT ROAD & BRIDGE SPECIFICATION SECTION 232 FOR SPECIFICATION FOR THE USE OF RCP AND HDPE PIPE MATERIALS, THE CONTRACTOR MAY SELECT A VDOT APPROVED MA TERIAL WITH ITS APPROPRIATE BACKFILL IN LIEU OF THIS PIPE MATERIAL (SEE VDOT STD. PB-1). A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL (NO MUCK, FROZEN MATERIAL, ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL) AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2016 ROAD AND BRIDGE SPECIFICATION 30J.04. J. FILL MATERIAL SHALL BE COMPACTED TO 957o OF THE SOIL'S MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. 4. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATER MAINS AND SANITARY SEWER MAINS. 5. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES Z VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 8. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. 9. HDPE PIPE SHALL BE INSTALLED AND BACKFILLED IN ACCORDANCE WITH VOOT STANDARDS AND REQUIREMENTS. CONTRACTOR SHALL USE STONE BACKFILL MATERIAL AS REQUIRED AND SHALL INSTALL AND BACKFILL THE PIPES TO ENSURE PROPER COMPACTION AROUND THE PIPES AND PREVENT CRUSHING OR DEFORMING THE STORM PIPES DURING CONSTRUCTION. 10. THE CONTRACTOR SHALL CLEAN AND VIDEO CAMERA ALL PIPES AFTER CONSTRUCTION IS COMPLETE, AND PROVIDE THESE VIDEOS TO THE OWNER AND ENGINEER FOR CER TIFICA TION. HDPE PIPE MAYBE USED IN LIEU OF ALL RCP PIPE, EXCEPT WHERE SPECIFICALLY NOTED ON THE PROFILES. I m I 5 n o ¢ ❑ z u Q a n Lu ¢ u o a W W i u EQt E W v� `[ w m d w w_j 0 8 E W J E f O U V 8 u = = u¢ V 0 cn ¢ O ❑ ❑ Q E a > U z w W p. a Z m W o p a,z w W W � S z a ¢ a N Ln+ ❑ oC in a Lu 4 L z - uvi W z O m h h h h ' 1 Nzii ri N N .� ;` .. _1 _1 T-1 " ;4 CY) C') N a" C'7 1 N C\I i' w d6 W 1�W J W 0 u 0 V ! C- r U = � i w 0 Cn U. LLJ W o 0 LIJ (� W CO V 0 LL! N rr"��� �.J JOB NO. 112066 V.1 "=5' 4.1 "=.rill' 16 D Sigll Store! Yea = 1� De'an Year: lit Project: Clenkrook Job#: � 112066 � Prepared by: I KKtiV Table 8: Pipe Design Table INLET OUTLE L FINAL INLFT WATER RIM r^s C MIMINEMEMIN S OTT R. COLLINS'4 U No. 35791 f o� CL NAL Lj tJ L_ C L V b e C C i i s s s s 14 s s i i OWNS Q w w vl con Z w Q a o w `; o o a z z i i J tom- V L 1 SA g S Z a o o Q U a E LD J ED U U' Z U Q U Q a Y¢ a a a z� LU `Q o °C w w ' Imilm Ell •.i a sa W O a W En � Z vl i g S Z z w LU OEMrZ n d. O � to p Q ¢ s MEN N 0 O w t!1 0.' V} s w w LU C 1011011 VEN s U) aY LU 10001 iON 1010110101 O En s7 LIE IN 2_ a I= AIMS cV 1p O O MINE SEMI M MES t 0) CL 1110101 ME HIM IINMI M NUS NO NEEMI mom MOMEMI IME MMMI CC) M10MMM11MM1MM mom INS w M OUR N OEM NZEIMIM EMIMMMMINSIME INS wm�-� mm HIM v r/ i z NINE ME MEN 0001 0010 FM 06 0 100=1 ME ZZX im MISMIUMMIME Ld �. Noom 0 =I MEN OEM JOEM IWE El > IME 1-2 •fyr�No EHIM10101131100 - L9 1.i no E J w FT-1 �[D ��mm�mmmmom W y IME�-- Z MISS W 0 ❑ ct) LL LINE MEM 1-- OEM COMMON= INIMME 1MMM11MM1 z W w MES 1114/ SEES ommmmu ca ME ME Sam IMMEN MIMMOME1 I I C) Uj mom MuMi=0130M ism I MW Q N rD w ti W MOMS a cr! EMS HIM OWN 100101 110101 101001 IWEEI E HIM MEM I M l MEN 010101 ME JOB No. MEM 101100 ESE 112066 SCALE NIA SHEET NO. 17 ®■■______�®ibis®�®■�®■�® ■_®■-■-___� ' ; ®�®®till•®®■®® ■�����■����®®ram+®�■®� ■�®■■��■����®ram® + +�®®■®® ■■■®i■�■i■■■■i■■■■®i�®�®®�■�®■ice �_■_�_�■■fir■■�■■■■�■■■�I■■■I■�■�� �■��■■fir■■■�■■■�■�■�I■■■I��■�� ����■■■■r■■��■■■�■■��I■■■I��■ems � �■■ter■■■�■■E�I�■®! �I�I®ml�i��' ' ����ii®i■i■■ri■ia■®ii�®®■®c�®ic,��®ice®i�� ®���■■ter■■�■�®■®®■��®I®+' ml ' + ®■�® �■t:��lt■ate ! ! ' ■®��■■■��■■�■i�■l�i■■I�■■■■■■� ®���■■ter■■■�®■ ■ ®�I��®I�_��� ����■■ter■■■��®®■�®®i ! " ®ml®®■�® �■��■■fir■■o■■■■�■■■fir■■■�■�� Cam® ! 1 ■■��■e■�I�■■I■�■�� �■� ■■�Ir■■■ ■■ems■■■�I���i■�■�� �■��■■fir■■■■■■■�■■■�I�■■I■�■�� ■�■■■■ram■=■�■�■�■■�+ ®l0®ml®®�. + ' ����■■fir■■■■■■■�■■■�I■■■1��■�� �����®Lt�C®®®■■■�■■■mil■�■I■�■�� ®___■■■■r■■-■�'��■� ! ! III ! �ml !� ! •! ■� '® PIPE DESIGN II � n=0.013fdrRCP n=0.41forHDPE Rpe Hydrology Pipe v � v v U •� O c6 O u C O O � Y @ LL N � � > u. iY Rpe run: 32-OUT 32 30 0.09 0.65 D.d57 0.457 8.00 5.81 0.33 0.33 668.65 668.48 33.4 0.01 D.0051 15 4.61 2.17 0.26 3fl 28 0.04 U.75 0.030 0.0$7 8.26 5.75 0.17 0.50 668.38 667.60 155.9 0.01 O.fl050 15 4.57 2.42 1.07 28 26 0.03 0.75 O.fl19 0.212 9.33 5.51 0.11 1.17 667.5U 666.00 148.7 U.01 0.0101 15 6.49 3.95 0.63 26 24 0.10 0.75 0.072 1.113 9.96 5,38 0.39 5.99 663.42 659.85 162.7 0.01 4.0219 18 15.56 8.23 U.33 24 22 0.16 0.65 0.103 1.216 10.29 5.31 D.55 � 6.46 659.75 659.50 33.0 O.d1 0.0076 18 9.15 5.61 0.10 22 2U 1.81 0.45 0.81A 2.030 10.38 5,3U 4.31 10.75 659.40 657.86 100.0 0.01 0.0154 18 13.03 8.23 0.20 20 13 0.63 0.5D 0.313 2.487 10.59 5.26 1.64 ' 13.fl7 657.76 657.33 83.5 0.01 O.Q051 24 16.23 5.73 0.24 18 16 0.15 0.75 0.113 2.599 10.$3 5.21 0.59 13.54 657.23 656.50 124.3 0.01 0.0059 24 17.34 6.09 0.34 16 14 0.12 0.65 OA75 2.ti74 11.17 5.15 0.39 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X .141. , , , � .1-1 /.: o�- ...'..... ........ � ... ..... ...,! � / ... . .... 8 ..... �1-::-:-:.:�.�..'...'w; , � � , / / % _j 1_�'. -'.'I'. * - -'-*� -'. .*,* ­- - .* ..�:.� , ,�, .. �-:-:-�."_ .. . . ,_ Z - � I , , '' . �, \ . :.: � , ... , .. .. , * / CONTRACTOR 'TO USE EXTREME CARE AND CAUTION AS NOT TO _j n � � \�-'--­-'-'.'-*'.' ­ - . � V � .... .. ..... .6\�.,:.�.�.�.:....: �.:.�.. . - 1, � � � 11 a ­ , .. _'.... . .. . 114­­,;­.�,., ,,, �� ... � DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF Lu CL .. .... .'�::,:�-:::�:�.::�-OT, 87" - "- ",-\ \ \. ".'-'-'-'LOT- 1. - 2 ... ....... .. -*:� .Z.. CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. nalfflam V. . , '' , . > < .......... / *..- \'11'.*.,..,.,.­...... .... .... . .. C) .s 1%�,��:::: �:..:S�..A *1/. �/.:.: ...._ �� .. .. \ I Ztp%.... .\. . , ."N ... \ . . . �/.' .1 ......... \ ". �........... . �,._-.,-�. /.*.,.,.,. -,N� ­... ..... . . c/) " '' ­* "I'll 0 .. . W.1 ....... 1� - * '...... . . N . ..... - \.. - ... .... Z..* ''. ./ NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN 0 .. 1. ` ":�:::. .* .... *..". �­ �. . . . .. , \ 11� .... -c 11 .... ��'. X ..... . ....'. X DRIPLINE OF EXISTING TREES. PRIOR TO MOBIUZA71ON CONTRACTOR "%�.*-:""��-:: ��...-.-'� , .., . . - -�.�.�\ \ . ,.,. , . ­ 06 - .; ..". I . ........... , . . . . ..... �1.1 . . �_ C)� _�) , . ... I ..., ..�; .. . . ,�. SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE - . . � - - - - - .... � 11 _ - .., vli�`:.�-:.,: � ��/ .�.�..... � I I � � ...I .. � ..................... I ......... .... . . ... . :�� 21 ........ I � -'.� `­-:,:, - . I q-:- - - - - - .'.' -, I`* - .'. ''.".......... .............. . ...'e., i , TION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE �; I - .; - -I- , � , . . . . PROTEC *.*.,/ `.T�/�� . /. LOT-103 - .'.'\, \\ ... / Lu � Z , �",/ - I 6i. �..i ... .. ......... I . . � ..... ....... �<`1111 .... 4 . . , EE ARBORIST BEFORE ANY CONSTRUCTION . *� . N�$pACE� - I.LOT-1-12 1LOV1.11: �::�:�::��,'11,1::6.,6 "", , , /. ... ...�,, \ \' V.. -*'�, /...?� ./ ACTIV171ES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO MONITOR F= � SFA'-', -* ... .\1 . /.".* '' 0 (f) � .... . .. \/ I < - , . - � I ' .' - bl-A ... :; � � .. ...... ."d ... w. '\ ., . / , . . . '10� -'!'G` .'* .',' V - , LPTIPPkbf-168 -(-.�6T::�6i::-: I - . . :�, I TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE _j . Fk­:' ... ............ \ I �_. ­: :­ .. - �- - Q> . . I I * ., - , �' .. ...'.... ....... /I . . I *1 : .. ARBORIST IF ANY OCCUR. jr .J _j , .. /' . :3 1 .........'. \ , , '..",., I q 10- _0 ..... � ­1 ... /,.. , ../.'' . .Nwj 0 1 _ 11 e,.,.. �`.. " :\ CONTRACTOR TO N07IFY LANDSCAPE ARCHITECT AND/OR TREE Z < � . .... - >, ... ....... . ��_.'.,. 0� . I........... .. .. . ­ . ��­ . _ I , ... , . ,�.. ARBORIST 48-HOLJRS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY :E P__4 , I ..... . /.1. �/ .,.,... 1. \ _... ... or,14_ .. �, .... . .:,.,. I '.. , .: - 0 . '. ........ .. . . N �: /."" / ''. - ALL TREE PROTECTION w ( M: ox .. , e?:::,�:::, NEEDED WITHIN ANY TREE PROTECTION MEASURE , -) Q> .:-:-.::",--;,.;. 9.;, . . , MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK I Z -0 . �. \',�%'111. .. I -1 /, . HAS BEEN COMPLETED. NO WORK SHALL BE DONE "THIN DRIPUNE OF �k.' . �. ,:.;. . . _� � I 11b ... 1\ I ­/ EXISTING TREES UNLESS APPROVED B \-; �- E: -0 I I . . "', 1, W., , ./ I I � I .. ..... I "... I I I c . , , I I . .\ �. ;� . < .�.\ ;�.,�-..:v)1:17lp' -:�.\�. , ARCHITECT PRIOR TO WORK. Z_ . �� . - . _\� .� � , . , . , , 1�� "....", I . . . . . >1 I/ \ ...... %J4.w ..... _..,� . w 0 . \ '. , . . . ... . I 0 < � 11 - I .:.:I-_ . ­N . ........ \ \\ ........... .... Z ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE �_ u E ... .//-/ , 14A - . ....." . ... � ... �\ ... ..... .... ", I I 1. . . " . . . .... .. / � \ \ DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE w Alft - a / \ , , , , , DONE IN A MANNER SENSITIVE M ENSURING NO DAMAGE WILL BE DONE 0 c // - - __ __ , * ... I I\N I \ \ TO 'THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL :D u. V) 0 * I / - . . . , .... � V. \\ \ AREAS WITHIN THE DRIPUNE SHALL BE DONE BY HAND. LARGER AREAS C/) u Z - . _ (. � V,.:.:., 1\ 0 Z .... ��N�s . � .\. / ..... \ � \ -HOE. - - - "I . /, � \ TO BE GRADED MAY BE DONE WITH A SMALL BOBCATARACT u I D� * .... I I ... \ \ CONTRACTOR TO DISCUSS METHODS OF GRADING WORK NTH Ld .. �%­.�, -%'-'-'-*. , " 7 , - -, /.,:::., - ,e­ \ \ I A1JnQf%A0C A0f1U1Trf%T AWN TOCIr A9RnQ11QT 001nR TO COMMENCING �- Z Lu . .........1.::....\ * , '\ \ I , " I . . I . � - . \ � Z .... � "I _.%­... -/-'' .. . _ ........ . . . . . . . \ \ \ ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR _Lj < < Z - . ... ..... .e..... 0 ­ X :- `-:..... .. \ , '...... ... I � I . � � . . � .....:1 \ \ WITHIN EXISTING DRIPLINES. Ij I Z __ - - 11 '. /. /.. , , '' \\ \ Lij �_kr) 20- LAN UZ) k-Mr 1 IN u ___ __ - I .., I 1. \,�-:--.-..LOT` \ c� V) ..... . . . . . . . . ..... ESIVIT (TYP.) _____ ­.. ,I, . � \. - .':..­:­:­, �. ... -..,SFi !6!1. . ' '. .'�'. - '.:,."> / \ ALL PLANTS HAVING A CAJANTITY GREATER THAN ONE(l) SHALL BE Z * . I , � . � � . . I ., / " .. .... . .. �_ Y. e'. . . . , , . .,. / '' �`, I,- \\ \\\ MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). � _j . ... .. I /,.,.. .\ , . �,?�,,�.�.-..-.. �� \\.'.'.,.,.,.. \ - 0 0 _j I ..... . , \ , , \ C> . ... I ... .. 1� � ......... . / .::-`�. .:., �.�, \ 1� . 11 11 " � " \ \ CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL C-) . .. .. �11 1�'- - ., -­.....�'­ � \ �,\ \ �_ - .... ..... .. .. I . _V6 - /. . - . - - .... ... .... / , , , , , ,.,� \ - " � . I 11 .1, , � . ...1. 0 . 1�... .. . ' . , , � . r \ � DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED .... .. I . I . /..... . .. LU�l - _IA -3 �-�-. - ', \ \ TYPES ARE UNAVAILABLE, AND FOLLOWING INSTAUATION. ALL PLANT �_ 0 - I �-, . I \�/'- - 1..:.1$Fp�..1.1_..... .'.> \ w �', . SUBSTITUTIONS SHALL BE APPROVED BY 'THE LANDSCAPE ARCHITECT +1 I. I � \. .­-'.'-'.'. - � ... ­ . \\ \ � . . I , " , , � _..�. .. �......,....... '.'.'.'. / \ � \ PRIOR TO PLACEMENT OF ORDERS. rr Q) " . , �� I , � \.. _ � ..... / \ 0� 0- NOTE: STREET TREES WILL BE : I � \� *.''.'. *. .. _ _ / 0 ., . . . 1�1­- .,. .... .........I./ , I I � :�,.:. ".:.,.p,/- \ \ \\ LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT cc co � : GUYING DETAIL CONSISTS PRUNED 8'ABOVE GROUND AT I . I � 11 � .. . � I ..... ­ '/ � ..." - , I 0- .. , GUYS,SET 120* AROUND � " , . � � , . .. ,. , , \ - . , '' . , . */ I 11 ,� ,6 � ' ' 1\ � \\ MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT =i < a) IT PIT ON "UPHILL' SIDE TREE MATURITY TO PRESERVE '. �, � , '. , , , , '. \ .... PEN', \ > , , , , " "I �%' �', ''%'' , � ,. : I `�� "I . � or r� r, ,, �, �.. , PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT Z .w SIGHT LINES AT INTERSECTIONS. 11 I , * , I � I I I I I 1� '' , , . ,., , , , , , � I I ''.'11� , ,� . � , I � 11 . .. 11 .... N 48-HOURS PRIOR TO DELIVERY. .4dimll,6 0 :3 , , . ::,/� \ 0 :R TO TREE I M / I . I . I I . . , , I . I . � � . �43 , , I .. . " __�__ . .. . x <ING DETAIL I I I I . I . I . .... . C) uj 00 ' � '. '. , ACRES . .. /.' . . ...- PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, I I � � I I . .... � ... (Z) Q) . I . , , '/ . . AFTER FINISHED GRADING. , I I , � ­ .j . . . - PACT EXCAVATED WIL , , , , � � . .. ., / - . .,. � u N f r% - -ORM ROOTBALL PIT I � � I � � . � "-,.� - ./r. '. ... � w )OVVNHILL SIDE OF TREE I � . . . . I I . : .1 .. - - - - - - MULCH IN PLANTERS AND PLAN11NG BEDS TO BE CLEAN AND FREE � , , , , . � - ..... -INCH k.:j I ../ . ..... .11 MOM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 0 �CH EDGE AROUND 11 � , , ., " , � ., . . .,./ - - -, DEPTH. MULCH RINGS 2+-INCHES MIN. IN DIAMETER ARE TO BE PLACED w � I I , I .. � � ... MULCH TO BE - RE AREA TO BE . .. J - . CATED IN PLANTING BEDS. c: 'HED " , , . . I . . .,/. - . - _._. ..- - DOUBLE -SHREDDED HARDWOOD. u Q) � " . '. .. .. ... I I E ER TO ROOTBALL. PIT I � � � . `/ . , - . Z3 1 , � . . .:: �, - 'r'. - 0 AIL 11 , . . . . . " CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT 0 . I �., � ..-� � ... I ...... .. ...jl . LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT b t- _0 . , , ... I I ..... .... IMMEDIATELY PRIOR TO ORDERING. rn j 7� I 11 - . . :, I 0 Lu Q) �- I . ... � ce = - , , ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO En Q I 11 N I Q , I I I 11 ,�� REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF 0 JOB NO. u) NOTES ' 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT " �2 -TREE PLANTING ON SLOPE . K:E7_s1OTION N.T�S. TREES IS PROHIBITED. SHRUBS AND IREES SHAU_ BE PRUNED fn MINIMALLY AND ONLY TO S 112066 ,, PLANT. -0 I �__ SCALE a PLACEMENT OF LANDSCAPING TRUNKS ARE APPROXIMATE, RNAL 11 I V) LOCATIONS OF PROPOSED LANDSCAPING TO BE DETERMINED BY THE I = 50 C 2 CONTRACTOR AFTER UTILITIES HAVE BEEN INSTALLED. CONTRACTOR - c,_ SHALL ENSURE A MINIMUM 102 OF HORIZONTAL SEPARATION IS SHEET NO. a) MAINTAINED BETWEEN THE PLANTINGS' TRUNKS AND ACSA UTILITIES, AS cf) 20 Q) -C SHOWN. I I-_ PROFUIR STATEMENT FOOTHILLS CROSSING Date: January 3, 2017 ZMA 2016�05 Tax Map 111arcel 4: 056A2,01-00-06200, 05600-0 J 0-W-057C Q, 0560CI-OQ-O(-057B2,050,tN?--f)t- 00-06100, and 05610-0MO-00042 (th,.� 'T�rovttrv,� Owntr(s)d Record-.,Koute 240 Holdings,, LLC; Edmund J. Daily, Christopher Daily & Cytithia Daily DiCarAQ; Route 240, and Foothills Cros � IINC, to R6 app _4 R n �Lai rezopc thtoo 00 or.�.Oo owz iod 056KO-00- 05%6...-Q,. 2, 32,56 ftlornj�,'� (M) to Rk glada atcel 'Portiorl of p, 0,54A1 gori I ' �,24 acro: fro -a r g4t bid trial P o J RG. ,rotal Laad.tVea: 37�93 acres 'aftlic Allatt4.4de Cp=_ y. zonlo gr-spant-to � .y 5�q.4oia.4 3 u CX ,54',md. 3:3 7 t4e0*vvAcx:,h_4,� y proff4rs berein. b6aw. whl0l:,�h4l b,�iavpuu_dl to Foothills Crossfiig-.. (,�Crc iPafWr;thC "Noperty") if the 24 1 proi�td , Y aip-&> P epornoot (ht��a.ft#.rh& p -'b* th Ave iho -C -.1 Q, PARTY �,Q4 J" 761,1A. wd it Is kmee'd.thav 0):the'7WA'Wdf!0_VC% iti.�tovr _geodfa.the�o .4itibias A� ce_ un tAl th.0 1140.1laig xequtsted- Th,Q term "QW0V' shall meAn the 0,4q.1ex(s) of XCCQI:d succo"Ots in jiltexest of parcels Q%Aib,14.00-0 -057CO, 05600-00-i)0-057-B2,056KO-00-(iO-OOOA2, and a Tire A p Kan shidl)rti(4, to that� Plaw cit li�od 14 TO I AC .or . iadth IN: pr -g>r..d w4th th : Nop C. d louri ost: -th w or,; of Planning or his de.si�nee. de pf) P, A), oxcopt Nvh.ei�t� rJr in wscdbe4i Note, 13 of tbe Applica Plan. 4) Ther.I� sb4W;i 4uawe pf hop types �bd maximma oumbtr of units as described in t section of dw Ap Plan. '5 il�v latbu onenwd t in. Note 9,of the Applic;atian Plap. A M.i ace entie Connex.tor Road and Park 08 SUM4 vh& AeQQ6 b u.f f`e�. of any rear pcads b 0 tg 4 AM N1 O.M. die sueet. e Page I of 8 convQls e,6wbJjsbtd by ", paxagraph 611 At least thirty (30) days prior to the coavcyuace of any interesit In any For�Rent Affordablt� Housing Vnir during the Affordable Tem, the then -current Owner ihOl norify tbc County 41 writing Qf the cqnveyAnce and providt� the name, address and �tj,�plroaq uvru�tx of the potential grantee.and state chat the of . dLis parugr`0 613 . (2).have been SaLiSfied. (3) Reportitia Rfentat Rates. During the� Affordable T.eriq, �Athin thirty (30) days of each rea,L Of lease te.an -f(jz each Fu�­.Reuk Aff()rdabJr Housin4 Unit, the thmi-curre-rit Qwncr shall providc to the Albemarle County HoosiP& Office i c(,)py o( the xcatal or lease aVeement fox each 3och uoi( tmwd that, shpw-,, the zeuW rate Lux such unit mid the tem of thc rental or lea6t Agreement, In adtlition., during the.Affurda-i bItTerni, the rbtn-cudent Owner shall provide to the County, if re4uedwd, anyreports., copies of rental or least ag;:eernents., or other dat.a. pert -air to reno rat." a.s die ('0anly may reasonablyrequirc. C� Cghin: lieu 6f.(_'ojnsErucftP.Aff0Mqble LhA6�1 '10 hl�q of cou%twting FQr44le, OX it: bw*wag: PlAts, "Or. 4taa pm., ��ut (�15%) of the total iqutnbtr of QWts, the bwn�= 1w, riie 91>00A vu Inake a QA, i�mAw4qopp to Albepiarle County for the affordabW housipg prograin. hi Oic Auirn4ut and 'n.iree I-Iuzckcd Seyeiny :Fivv D94ars ($24,375.00) (�he '5AfTbr4b1e.F1ou,.iiir Cash �Proffee) for each such, unit. The total cash contribution dtLie to. Albq�maxlc as tjoted a ove ih- R be based on the abtc units 4-Att i the PxVic'm total Lumber of, affbxd la JuepmungJailum. 1 pf�*Ch rw fo- ,90whig, Ell. e�,:OpprpVal,d this rezo4in thearnoQutofeachcph *�d 6 �ihall bo adjptod a ly u J paid, to XCflCqt qat increas y x 4gcT,4Pa4P p> the- progttdlpa, CAI ye, P_U.44 ar j" tb X g _.4ra S ft Building Confs dex �.Wsr) Apd 4g wf th.g num _qk of ','hir$ yep�; t4 doximunmr. 9f,Wl*h sha-11 b-. e� ,.;y�u op�txettdtt en.0, W..( "AA ou th Y . P 441:tmppent be 83�ven Thonsoild 7hgf -Wsh�oea� I.... t.,- 017 Zv -L d'. '40d: Thkv 'I 11a u,44re �VOHA arid 2 1.$ ;kwl �adjonrue;lt ille, arktoiali or­,Ost� Ottedolm u d 00; (Ai o� ar�o , §�16 6xroola JU.,� �b f�� to -'Ory 'br, th h. `tri 4oa Due however, it, na event -shall thi! cash contdbqaon; hy Ebt Owuer bt tew thm Seven Yllpmarld'flaree Hundred and ThirtyTi5ret, Dolhr� and.F5$,h'toe.n Cents ($7,333.1�) per single family detached dwelling tinit and Rve. Thoui�And Pourflundred4nd Frmy.Seven Dol-jar-s and. F"ifty Seven Cents ($5,44,7.57) per sloot family �Ipdwd. dwel6s WA s6von`-M _ o' , . 1. .11 -1.1-g. . .. . Qus-a a llw*o AA4 Nwietten Dollars and Ninety One Ccuts dy pe v�U n4e; PiQ04. .­ I... ... . . I g t"i u 17 �4 Twenq-Bm " Mic)usand an mobvy Kvi! 5,00). pqr affordaffit "M. 4,�A codOib-44*0.al. `110 AnawtPiw4nm4ge Change *hall'be'calcttlatod eaclvy�,Ac kW;tig Cvh, (�Omlibotictq tho'ugh. itmay be 00 C4�llt C.0, _t4,b 110VNJ :rZK., the,, W-ya dd by th.o Ow-Aex". �hall not be less �h:an -the 0don, pai Mi�.hg= Cash couta ..b 'R4.. For Vach "Oh o>4 dor that 14 b,--Infx paid in increments, dle Unpaid 111cr=ental payn-wilis shall bc correspvaditigly adjju5ted cA.ch ytw. d) The Giecilway trail system shall include a cocinection to this phase, of the Foothill Crossingi Neighb,prhood and a connection to Crazt�t Riirk. The headings of the proffers and. conditions set (orth below have beeo prt�pued for corry eiliellce or ref�rvncc only ind shall not roatiol. <n affe-ct the lueaaillg or be taken as an interpretation of ally provisions of the proffen. 1. Pack Ridge Street Roa�!Q2ysLryction and DgdLicadpo� The Ovmer sbAJJ cause to be constructed a two laine road in. the g�aeral location of dicroad iden�fied as Pairk Ridge Street ("Park Rid�,e­) on Park R4d ill be 411 . ge wi 4*enue section" in. design, with bikelanes, paxlking, ��idowilks, tre�_�, -Aln rb gt r. . k j Po, #�4* !,tto P,V Ridge shall be coustcuctcd.� bondcd and xeady tp �e rectmumnd.ed by the Albein4le Couo.ty-�Biwxd of Sopendsors fox accetance into the * blit. system" =,a thit �_.Quwy Eujg: pu 1peer.sliall have det&. d that the toadwily issaf,� an. the d Owner .Ajcy (hergin after withill, the Prr�perrv, 0 thq compitte's, �4du,4. skkvty (00) day5aftex th�; wTi4en rcfju6t:of thr, C04iiq,, die Owner sla 4-e�,kt;aw J�ozk-Ridg,� 4�t.,a public rood. 2. Baglern Ay"go fA�ja_n_ector R!L4d Qnsq!Ar__dup and'D "da The O%wwr shAj causq-.LQ .4'.. wnsErw;md a two lane road it) the, gencxal of die road idiantified as Eastem. AvMjv, (opnectorgoativ-ity- ("E�Ktm.Avedue`) on the Applizationflian. Ra�rem Avenue,�xrilt be -an %vean4 s4c" ike lano, parking,, sidewalks, street poo!� in de�ign, vyj0l.� tree,5, Fma curb AuW g2wre A$ ,.r, sh.10,b cpns",�g4zd, b.opc.k-.d oild ready to be tegorararr*d �y jtq,? p Albm�rlq Coupty Baud.of Sup, txwio gc��!pt4uco th.P ublic.. s StOl Y a4d * the- cwnw EngAtex,sh havc doernril td�exo.Ww ox 4-i k nW thA wj��,4�ua�Qf dic fiftieth (501h),C. Q* Mthiathe, Pro dw- Re. r, Pqty, Qtl'o� b- after %vntEfMrt9 �.ol. Qw:qe, '..9mplates East= Av..Cqut- aud,�iWliri 3 Ys the. ucst -Qf the C. tn� qi; n A venu p, ma Cgilgitruction w_dQedl! A primitive trad netwoxk, consistent with the CounVs dtsipri standards foxa Class B- type I primitive nature trail,shAll be established widiin the Greenway. The installation of the trail shall poi preclude the future conversion, by ofixeri, of die mil 4� Clast-, A7 paved trail standards. The gerieral. location of the tr4 nemvork is. ihov.,m on; th� Aophca 'on P �hall. !)� dpwroaified based. on Ote tg 1411, however exact trall locations corlditi;Qas, "tall-adon of Lbc trait u4:tWQxk AVIAU be WilxpletC4 prigr to ilsnaAu�e 6F appioval,A the terldi (10111) CQ fvru.5in.,.,,1r tariudy dwelling ividiiii the Ili:qject, Upon thi� request of the County, but [lot prior to Ebe hisuance of tilt: tenth (10,4) CO wit.hi�n ale Proj"; the Owner shall dt;dicate to the County an easment for pubric use over th�z. Qxcenway as rho-D oil the, ApPlik, t4.e Cowlt,'Y�s. dediwat f 0 sqf�h q4ppijentl t�gQ%yn�,r trraydedi"te:portions q th;� Q*P��rkwa�y urrenlJywitho.aee Qr s0divisiog P14 �tur aicas IY4 a4jac�ctit to". by C;wm av cqnc ts -�.h idedhowever, that Owiriler cnay roservit in st;ch qpcillelitsi ,qway; pr Page 2 of 8 8. Credij For Ip-NiLid, Contril2utJon Notwithstanding the provisious of these Fxoffev_:z to the contraLy, the Owner's obliptiou to pay C:aih �oatdbudons sbaffi not conunence utiti] the nulrabex of tiniu, to which such Cash Coriti:ibudous apply have been cqxupleted di4t xesultsin what wQuld have been a totat Cash Contn'Wdorl equal to the total value of: i) Eastern Avenue, and related in�pxovon�mts to be corriplergd �y,QmmO, ii) the 'PedestriariTtinnel. And iii) the Civic Space improvooients, (coilect."y tre- to 0 the 14 kinc A d a , �* - , ' I GoAtributlorl'�. The In-Kizd Conttibutio', sbal]. be. '799 996 (10, The TA -kin tion cc d coiltrfbo -xe� ts the value of the irripXoyments that tile Own" h4� (miandued. to rtix�- P that are for the benefit of the public. ".17he Owner shall not beteguired to pay- any per unit Cash Conuibutions until the time of the issuance of the b4ding penTa f0t 4, applyingtbe-afoxonentioned credits forthe completed prior to tht balanot of the 113-�dad b.cing ex-hp.asp,01 of the In -kind Contribution may not be a lied,for.aq otl�er proje.pt or p I pp , �evtjq rnerit. Page 6 of 8 alcctss for utilides and Each subdivision plat shall depict the Greenway artra to be dedicated and shall bear a notation that Elie Greeriway arm is dedicated for public use. If, at flrt� dine the County requests dedication of t4g. Qreenw-Ay, any part of the C"treenway that has, riot 4en doclicated by sobdivision pl ' at� �44. be (withl, �ix (6) mon.ths of -,,uch request) At Owner's cost� sur,-.ey,�A platted aad x�zcordcd witb one or inot�,, deeds of CaU111W L &(IiC116041, B. Bike and PedestrianTunned VuKswuit to appr(�vial by VD(Y1* and the Counky� tho 0 e� 41 all f-PA§,Wv.t it ike it ��yti i . . . c. b -, a d pe,de.strian tunnel (4t;r Aftpr th,� "Pellestrigti 1*UnnR!) the 1W _qtwork as it passes uxlderricath EaAterrj A.mrrup, 11.e-Turiq�j. dcsigri s�iall:fic subini(W for revimv with Elie roadway plarn; f4r F�'astkzrii, A capo., IngAition of the 'T RitineI shall be r,oinplutcd prior to jssuatu:e of appruval of the uenth (10th) CQ for a sIngle family dwellii% Within the proicct, 4. Cjptco p-,- Mj1iW!-,W"S am - The Owner shall provide not less t4a4 20,000 tiqwaxe feet of larid w4da tire PrQjqct, Cora Civic Space, in, slap b s bstantially Qn: �Iip 4�pp 4 e u TheCivicSpace C9MP1et6.d:p&r co tho issWhce ottipprozil,of tho. teath (110) w1dun.66 Project� Parks and 4ull'* convey�d to,,wi&rnAinfain,�0'y the Qwnet�s As�peii�dqg. 1lie ONWIler shall pay of , . , 5, C V. agh Rroffer for 04nital The Owner shall. con.tribute cash art - P c�' dwelling 4rtitba!, s in qxcess of the rlurnbtr a per "ir arket-rat. i ofurifts ghet:a� al�lowqd, b1tright i4qdgrthq z%tmig in e-datenceat the dwe of this zoning amend"Ient I I fox the pt.quse''s df add.r0.A:$.Jng thc,fi -lopm . ent, on the County`4 public fa6dides and of d4y..L tion. For Ow p�irp s(,. f h porta Pro(ecTr O.W.. J1W-a4qr of unip:;XtkOved hy:r4ili: ubdtx yheeKA. AeOdential zonirig is 0, V sU3 e4axxiily detacbed units. A "inarket, rate" unit i�a any dil.96,fixtriRy detached unit, in the Ptoj ect that is not cither a. For -Sale Affordable flousij�g Unit or For',Rent Afforclable UjIlt: as described in Proffer 6. The cash contributions shall be Seven 'I`hou5and'rhreC Hundred Thirty Tliree r)oUw for each siiip f-.lrn and Rigbreen Cents ily Aqtached' Owqllipg, uni�, other th*ah a constructed Fox -Sale Affordable Dwelling Unit. the..Proioa quali4ingas 5mch, er Prrjfftr d.. lit other words, die cashconLribution for market tj uilio, AiAa. in aftf a Will P4*t �44 the 35(h wai4t jt* sitigle filtxtily lirlii is . ao.d.piia td C Nojx­r. oktai*g a t�uilrlin f-auffy uadt. ITLe "sh. -b� shall b-flive �,u; 01.6 3.6th tui�rket rat4 siu* U Thow".Fo4r Hundred Forty Seven, D611ars" � iwd frifty .8,4y9u Ceht.4 (15 ;7) -for, eq,6 �irlo� 447�5 _i1g, upit� OdA", Qkp4t�g unix or a F-or. R tit Affindable J-Idu- im .1 proit: t qt4fifying as such under PrQffer 6. The cash a 4ig Ouit U&I i f jo h U 6 b S­ uta J Four- JJA-itidred Nimtcca Dollars an Ninety One Cents al , e � even Illp ($7,419.9 1) for each m-uldfamily dweftkig unit,-, other than a cQnstructed For Sate Affordable Rplrsing Unit or For 1�enl, Affuidable Hou3ilig Unit within the Project quali�ying as such uader Proffer 6. Pap 3 of 8 Tire unden4gried O-wner(s) here4y proffer that die wic and development of the property shla.11 be in colifortriance with the proffers and conditiong herein above, and these proffers shall supersede 41 othor proffm and conditions nude prior.hereto. 11m ProfferSfaremont Ru e e;�ecuted in -any y b n�imber Qfcouaterp4rts,=4 of*w4ich $hall be �ul original. and all of wwch tog�_Ithex §1*1 constitute but out: and die VUNE's$ the followingsiviamte, OWNERS of Tax Map Parcel 05600-0040-057M. By: CH Vj p17 )3y:. E DiNfUND I. By, ) O,NTIA L. OMLY Db W`W 2-0/ Date. OWNER of Tax Map Parcel 05600-00-00-057CO 4k 0.56A2-0140-06200: ROUTE2,40 HOLDINGS, LLC, a Virginia limired liability compaay By: off A-4 Date. Page 7 of 8 6� 4ffirdahle HQurz The Owner shall provide affordable hoiLsin equat to fiftecrt percent (15%) Qf the total atmibcK ,Xesi4e"041 i�tlios 000sw, p4d. orl tho propei:t�. For e.xam , le, i one hundred (M) tatat units axe rp f 'a ft Poicct" 9.r tbeir equivalent, ari�tt�qAzed to satisfy this Proff�r 6. T11141 Qw;rier or i0 $de&000. 11 integeo-zesgrye dieright tomeet the affordable housing objective Ehwu a v4riety ofliodsing ty-priot, Oir,,u . -9b - U10i casb contributions, as mom particularly de4cribed in 4ections 6A, 6B and 6C below. .k For-SAA Affordable Housinp, Units. All puxch3s;Fj� of th.p. For -Sale. AffOrdablo �Housiilg Qr1iU,(def1ntd bdow) $hall be appxQv�d- �y t*h0,A1be.MaXW CQ=t�yHPU4 gol�ce-oritsl In designee. "For -Sale Affordable Housing Vililts' sh-4. be. aw.edlling iirli(s 00-qv4 (QP. #;Xlf� at oo more dian zmy five, pexce.ar 01?�) of Vi Rou%fiig And Dv..xvOlqvp��k 6, ior o home-bt�yel: propol, Tho Authoov's ("V1 I f = W.A") AnaxivaVIV Sask* pxicg QW(Aer $hall pr0VidC the COUnty or its dd%igp,;ex:p5;fi?,4 pf que hundred 6venty (12(j) days to identify And prequalify at) ehWhte, ixisi:r: r�.Pvs,. .Amfarr lio�!aii% uw.,,o, The one hup&ed twenty (120) day p 'yd,s .ed er p9a wrlueusiq , OW :v fi:QT dw Owner tti.at tbeanit(s) *hall bi� xvailab)t� for sale. "MS notice shall riot be- given more than oinety (90) days prior to receipt of the Certific.ate of Occupancy for the applicable For-Sak Affordableffousing rvrit� dvio -��mAy! t, oil h4ve thirty. (39) d4ys within wMich tQ provide it 9'44fi�d *,uqb P7q_;-$a1'e Af(0dA*,- Housitig Unit. If the County Or its 1&4�e d.acs not providt a Afi,�d P -"4nez 4W �w dux4 the one htwdzed twetity (�20) day sh& Nivc thei:*�tto_qetl the utdt(s) without my resmctioa oil -,ale$ plice or Jacome of the Purcbfoer(s)� 13� For -Rent Affordable Housim� QL�t6, (1) Rgatal -Rates. The initial net rent fox each xental hovsiag unit for Arbi.ch Owner seeks qualification for dw purposes of this yx9ffer. 6, ("FoxRedt. Aifozdable H0145ing Qltjje�sball not exceed the thcn­currqq� qa te;utmte approvud by the Albemarle County Hoijaing Qff��6 4�t jq�ch 'subst.g."irt calendar year, the mondily net reat for e.ac4 Fox-1kent Aff,�Wal;llp Kotwiq. Q.Wr roa, be iacreascd 111.) to. Vor pux "_o of: ea th-at the P j4h pro -eg 6B, th 1� term "Pet ren t" -M ns %=i. do-ei. noi include teg#a-V4j 't('he xtqvic=ent dmt tht� mxts fQr wch for- o: fp; s� Fot�R&iit.&ffoida�le 171pus4% Quiprria .49t cxcccd the InaKirnum xe"Is kk 1(�) years following d o4j;�. dv,; p;�q _g9ph 6B Apply o%',A:-pgd 4-of ten dato the cettikirA e( M OfpowpwT j�. ;J�y �b 3w my f Housing Unit, ox un il. the ur old asIr r2i , , ti -tits Are s Ow, gi�, ­0 cost mats qualifying as such. undc;r oithiw the Vixgiroa. klo.�i4ing V evelopmen t Authoxiqr, Farmers Rome Administration, or I-Jousin� and Urban Development. Section 8, whichaver cowe6 first (dw "AffordableTerm"). All deeds conveying any inEezest iu the For-R.tut Affoxclable 1-10ming Vnits during the, Affordable Term shaU cont.airi langgage reciting that such titut i� sub A, all opntrapis pexpnipipg.to, a ject to the terms of this subparagra6,h (1_�, In ttddj�o C.0,veyAnce of -ally FQr-Rmr Affojcdable an th e Affordable Terta �hall, contain a cow lett�. OR jictqlure of khe� �wvkiomk� and P Page 4 of 8 OWNER vf Tax Map Farcel 056A2-01-00416100. ROUTH Z40, LLC, a W.&A. linited. liability company Date; OWNER of Tax Map Parcel 056K#-0Q-00-W.0A29-. FOOTIMLS CROSSING,, INC, avirgirria corporation R&A= Of � Pap 8 of 8 rVT_T eT J.11 P O� �t,,N SCOTT R. COLIJNS�5 No. 35791 j�