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HomeMy WebLinkAboutSDP201800019 Plan - Approved Final Site Plan and Comps. 2018-08-16OWNERS: TMP o5600-oo-oo-o5713i -kMP O561<0-00-00-00OA2 DAILY SOUTH LLC FOOTHILLS CROSSING INC PO BOX 1467 321 EAST MAIN ST, SUITE 201 CHARLOTTESVILLE, VA 22go.7 CHARLOTTESVILLE, VA 22902 TOTAL ACREAGE: 9,33.!i AC ACREAGE: i4.84-iAC ZONING. R-6 ZONING: R-6 TMP o5600-oo-oo-0r7Do TMP 0.5600-00-00-057B2 ROUTE 250 HOLDINGS LLC DAJU(SOUTH LLC PO BOX -1467 PO BOC 2467 CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 ACREAGE. i2.63.AC ACREAGE. 12.71-9 ZONING. R-6 ZONING: R-6 TMP o5600-0o-oo-o57Co ROUTE 24o HOLDINGS LLC PO BOX 2467 CHARLOTTESVILLE, VA 22902 REZONING ACREAGE 4.402 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 72902 TOTAL PROJECT AREA: TMPo56o0-oo-oo-o57B3. (portion of)- 2.3o AC TMP o5600-oo-o0-o57Do (portion of): :L.48 AC TMP o560o-oo-oo-o57Co (portion of): -,7.68 AC TMP o56KO-00-00-00OA2 (portion 00: 7.1;o AC TMP o56o0-oo-oo-057B2 (portion of): 4..47 AC. L:Lj AC' - Reserved r1w (portion ot), :z. TOTAL ACREAGE. 25.6o ACRES EXISTING ZONING: R-6 ZONING WITH PROFFERS (ZMA 2o:L6-oS), MANAGED STEEP SLOPES (PARCELS SUBJECT TO PROFFERS) TOPOGRAPHY: TOPOGRAPHY PROVIDED BY A COMBINATION OF ROUDABUSH, GALE& ASSOCIATES & LOUISAAERIAL SURVEYS, JANUARY 2007. BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE & ASSOCIATES FROM RECORDED PLAT JULY 203.6. TOPO FIELD VERIFIED FEBRUARY, 2028° DATUM: NAVD 2988 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 56TH C.O. BUILDING TYPE- A MINIMUM OF 5o% 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 io% OF THE UNITS SHALL BE SFA OR TOWNHOUSE UNITS. THIS PHASE 94 UNITS- 28 DETACHED (30% OF TOTAL) 66 ATTACHED (7o% OF TOTAL) FUTURE PHASE: 38 MIN. DETACHED UNITS REQ'D = 66 TOTAL (5o% OF 132 TOTAL UNITS) o MIN. ATTACHED UNITS REQ'D = 66 TOTAL (50% OF 132 TOTAL UNITS) DENSITY. 94 UNITS I 25.6o ACRES = 3.67 UNITS /ACRE MAX. NUMBER OF UNITS WITHIN REZONING SHALL NOT EXCEED i8o UNITS. SETBACKS: FRONT - 5'MIN AND 25'MAX (3.8'MIN. FROM R/W FOR FRONT LOADED GARAGES) SIDE - S'MIN REAR - 20'MIN NOTE. SINGLE FAMILY DETACHED UNIT GARAGES - MINIMUM 3'STEP BACK FROM THE FRONT OF THE PRIMARY RESIDENCE. SUBDIVISION STREETS- CURB & GUTTER BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 35' - VILLA UNITS SHALL BE 2 STORIES MAXIMIUM CIVIC AREA/RECREATION:20,000 SF MINIMUM RECREATION AREA, THE FACILITIES CONTAINED WITHIN THE CIVIC AREA SHALL!11!,1­; UDE LAWN, A GAZEBO, A TOT LOT, AND RECREATIONAL FIELD - TOTAL RECREATIONAL AREA PROPOSED = 0-48 AC OPEN SPACE- REQUIRED OPEN SPACE (25%) = 6.39 ACRES TOTAL OPEN SPACE PROVIDED = 8.5o ACRES (33.3% OPEN SPACE) OPEN S!*IACE "A"= o.27 ACRES OPEN SPACE "t:_=..1.03 ACRES - OPEN SPACE "B"= o.og ACRES OPEN SPACE "G"=o.og ACRES OPEN SPACE "C"= o.ag ACRES OPEN SPACE"H" = o.07 ACRES OPEN SPACE - = 2.70 ACRES OPEN SPACE --D-(='3.68 ACR1 OPEN SPACE 'T"_' 0,48ACRgS OPEN SPACE SHALL BE DEDICATED TO THE HOA, WITH EXCEPTION OF OPEN SPACE "I', WHICH WILL. BE DEDICATED TO ALBEMARLE COUNTY FOR THE EXTENSION OF THE GREENWAY TRAIL THROUGH THE PROPERTY. 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 51003CO229D DATED FEBRUARY 4,2o0s. WPO STREAM BUFFER: THE ioo'STREAM BUFFERS ARE SHOWN ON THE PROPERTY. NO PROPOSED DEVELOPMENT SHALL BE LOCATED WITHIN THE ioo'STREAM BUFFER AREA. WATERSHED; LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURAL/FORESTAL DISTRICT: NONE LIGHTING: NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT. PHASING: THIS SITE AS SHOWN ON THE CONSTRUCTION PLANS SHALL BE DEVELOPED IN (i)PHASE. A SECOND PHASE SHALL BE THE COMPLETION OF THE REZONING AREA WITHIN ZMA 2o3.6-o5). BUILDING HEIGHTS- MAXIMUM BUILDING HEIGHTS SHALL NOT EMCEED 35 FEET. BUILDING SITES: PARCELS 66 THROUGH 154 MAY NOT BE FURTHER DIVIDED. ONLY (i) DWELLING UNIT PER LOT SHALL BE ALLOWED. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4-2.2 OF THE COUNTY CODE. BURIAL SITES: NONE OFFSITE DISTURBANCE NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLANEXCEPT FOR THE TIE-IN CONNECTION TO THE SANITARY SEWER WITHIN THE EXISTING UTILITY EASEMENT. LANDSCAPING- STREETTREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32-7.9 OFTHE COUNTY CODE. SEE LANDSCAPING PLAN, SHEET io. PARKING. 2 OFF-STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT, ADDITIONAL ONI-STREET PARKING SHALL ALSO BE PROVIDED ALONG THE ROADWAYS AS SHOWN ON THE PLAN. GUEST PARKING REQ'D-. 66 ATTACHED UNITS X 2 SPACE14ATTACHED UNITS=27 GUEST PARKING PROVIDED: 68 ON -STREET SPACES TRASH- INDIVIDUAL TRASH CANS FOR EACH UNIT TRAFFIC GENERATION: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 97 SINGLE FAMILY DETACHED UNITS (CODE 7ao) 66 SINGLE FAMILY ATTACHED UNITS (CODE 230) TOTAL ACTT: 3.32--iVPD (655 ENTER/656 EXIT) TOTAL AM PEAK: 102 VPH (73 ENTER/ 79 EXIT) TOTAL PM PEAK: 3.32 VPH (85 ENTER/ 47 EXIT) IMPERVIOUS AREAS: ROADS = 3.15,840 SF BUILDINGS = 3.58,3.go SF SIDEWALKS = 44,135 SF DRIVEWAYS = 6-4790 SF TOTAL ACREAGES: ROADS = 240,840 SF (S.S-3 AC) LOTS = 459,960 SF (3.o.56 AC) OPEN SPACE = 37o,73o SF (8.5o AC) RECREATION AREA = 20,930 SF (0.48 AC) P] = � 0- THREE NoTcH,D. ROAD TMP: 056A2-01-0( ER: ROUTE 240 HOLDINGS, ZO R89 E. 1.AC R-6 RESIDE j -7 X C% Y Ad TMP: 05600-("0-W81 OWNER: DAILY SOUTH, LLC I 4Ac EA ACREAGE: 9.32AC TMP: 06600-M00-057B3\ ZONING: R-8 OWNER. DAILY SOUTH DWPG: 47871565 INVESTMENTS. LLC ACREAGE: 6.84 AC ZONING: R-6 Dspa: 4787/659 1/4 BQ�DS EXIS77NG CULVERT CUL VER T DROP INLET & S7RUCTURE NO. CURB CURB & GU T7ER PROPOSED PAVEMENT 0 TMP: 05600-00-0"5782 OWNER DAILY SOUTH LLC </ ACREAGE: 11.72AC ZONING: R-6 DBMG: 47871549 SHEET LAYOUT SCALE: 1" = `501 EAR77-1 DITCH DRI VEWA Y CUL VER T BENCH MARK CLEARING LIA417-S VDOT STANDARD STOP SIGN -------------- 200 --------------- EXIS77NG CONTOUR 2 PROPOSED CONTOUR 24055 PROPOSED SPOT ELEVATION 7BC DENOTEES TOPIBACK OF CURB TIB DENOTES TOP OF BOX SHEET LIST Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & GREENWAY DEDICATION 3 LAYOUT & UTILITY PLAN 4 LAYOUT & UTILITY PLAN 5 LAYOUT & UTILITY PLAN 6 GRADING & DRAINAGE PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES & DETAILS 10 LANDSCAPING PLAN & DETAILS 1 OA LANDSCAPING PLAN (30' SCALE) 10B LANDSCAPING PLAN (30' SCALE) 11 PROFFERS 12 SITE CROSS -SECTIONS 13 WATER AND SEWER DETAILS 15 TOTAL SHEETS PROPOSED VILLA UNIT (TYPICAL SIZE) b T)nV AT S i DEPARTMENT OF COMMUNITY DEVELOPMENT A PLANNER/ZONING ? 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I . I I I _� s � z \ _____ TIVIP: o56A2-oi-oo-o6800 ______� \ __��� __ - ----- -- _______0 \ I z `1� 'I / OWNER: ROUTE 24o HOLDINGS, LLC w '_�� � cn I-- ACREAGE: 3. o7 AC � � I * " � z �1_1_ � � � � , . � * _j _j - I ZONING: LIGHT INDUSTRY � � � � , * � .% � 0 - I 11 � + * . � � � I � - . . 0 1 DB/PG: 26751384 � 4- 0 � __� , ­` I I � ______l � � . ,� v w � � � - � . c a) I I � � . � , . (0 \ � "' � "' � , . , � , . � " � " � � c i I � \ STREAM C/L (TYP)- 0 w � � 0 . \ . * � '� " " . , . , . , � , � , . � � * � 4� � - c: I \ ) � * . � � � � * 1� , _� - , - � - " - , _,�, 0 '11__l______� z _lz v * * .* * . � * 11 � . . I . ..- * , " , � , � ly � � I �l � '. �, * v �i I ­ �1^ i.00'STREAM � � . " � � � , � , , , , , � , � w i -------.----- BUFFER (TYP.) * � � � v . � 14, � . * . � . � � 1+ w APPROVED & UNDER � . � * 11 11, � � Q) .1 I . � . . . �, , , , * � * 1p * � * � � 1 4 14, -1 � * _� a - CONSTRUCTION FIRE PROPOSED LANDSCAPING BERM � � � � 11 � . � � '41 � . �- . � 1� 41 � � * � � � � x AND LANDSCAPING BUFFER, SEE APPROVED & UNDER \ -ioo'STREAM BUFFER � w �� � � � lk � � . � �l � � * � . � � 1�- w � � � * * � * V) Ln w I \ � I— 0 * � � � * � . . ,,, v � � � � 11 � � 1� � * �, z I LANDSCAPE PLAN SHEET io PROP�SED RIGHT OF WAY FOR I � - I I . � * �� IV * 11 * I � , , � , A& 2: 1 1 CONSTRUCTION AIR * " ui �5 � RELEASE VALVE PARK RIDGE DRIVE . lk * � � . * �� � � , , � i, ", , �, � � * Aftk X � __ :3 V, �-1 . : I P. 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I-- 111, , , , \ + ,/. , I. ,*. * I . f . 00% _n �­ . . . \ / - '__�' ­ �, " . . . � . . ,� . . . . � � . . 11, I 1� .,X .10". ­', . � . � I . 'lop,, I . z / w y %.J - ", > I '. �01'1v' .z.. . .. . . � I .. I i 0 0 , R E PHASL 1.11.1/ W, - -,/ / FU T U Ell'" 0"""' -` " / - . __....� ,,- " , I-- .. ..... , &00% Z m / I ,/ ,17, ", _�_ / . I I ,/1 1. x Lu lqdzp� >1 I 1_�,' ,�,' , I "�', I / A, ,0/ I , . ." � '/ -_ 0 - .. I . .­ .... — 0 ----I- , 1-1 / / / .... I /I �' � I . I - E /I N _,�­ � "" . / ��`- " ,,.;, 1� �, � ­ . � . . .. I /� L LL n / \' __� 1�, 11 I . . - .. .. . . � - / �, '0 I � - c ­­__ 'I- �_ __ "', � . , � .. � I .. �_� I \ =) < ",` \ / -,-- ___ I 1/�- - . * . - .. .. 11 11 .. / - / i U) 0 - I` I � \ .­-- �,11_� I � . . I ,;, I I I 11 '/," I /��, � �_ z I . _ . � , �� ul - < W ",­ / � - I � . ILI- I 11 "-, ___ I--,' I __�__. - - - " , ,� - I � , * � �. . 41, ;;� ---I. I �_ ff 1\ - I "�', 7 I ., /I \ 0 Ld I— "I / � , It -�ll 1 ..... � I ,_ \ I "', � Ill "-.-.-,, �". -1--, - " 1z / 1 $/ " , , . . . . . 1p", /111 , I I � . \ / w z , �, I �,�. . �.,. . I . .., . �� .. 11 �� \ Aw 0 _ / � � � � ,�___ 1�1 ",,./ - --..-- _,,,,- - �"'11 z / . . . . . . . . I. .. 1 .. �e �, \ 11 ­ w , z ,,, , , , , , , - X 'I � ALmi 13f 0--% Ld : :�. � �, "' I . � . I. . . . .. .. I GRADING & DRAINAGE NOTES: I � (n 51-1-1-15-A-1, . .. . 1, � . .. . I/ * I � . I \ \ \�\ - �-.d z i. ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE VDOT MAINTAINED EXCEPT FOR THE � 1-1 ,41 � . 14, � � . . 4, , /.., -'� � .,. .. . . � . � I r _"�__ f _j � 11 . . 11,\ WITHIN THE PRIVATE ALLEYWAYS AND THE STORM SEWER NOT CONVEYING RUNOFF FRO? � - : .1 , �. I - . .4;/- . --� � I . - , '. ': .... ... / I \ I I "_, ____ -.11--, � CD C) _j M SEWER, LOCATED WITHIN PRIV) - I � ... 0 MAINTAINED ROADS. THE PRIVATELY MAINTAINED STIOR \­/ .. . . � \ co -\\ EASEMENTS, 15 LIMITED TO STRUCTURES 8A, 8B, 33 & 34- . �!�Q-srf_p .. . . .�.. I I '.1 . . . I Z" � \ �_ ~0 1� 2. ALL PUBLIC VDOT STORM SEWER LOCATED OUTSIDE THE LIMITS OF THE PUBLIC RIGHT-OF-VVAT SHALL BE ". / �\yR44 I . . . . . . . . . . . / I I i \ 0 . INS'� � I I— �_ * I I 11 "I I - I ­��_­ - - - - � " �� . � / I ,,, >1 _1� � ui � .)� I I �� � �� ENCOMPASSED IN A MINIMUM 20'PUBLIC DRAINAGE EASEMENT. , � . ITYv I . � . , I , " . � . . _­­ I ,� \ mj ca Q) , I / I . . I I El 1­ 11 / , V. A , - . .... I—' ­ �� , �� -- �� . -, CL -3- MANAGED STEEP SLOPES ARE SHOWN ON THIS PLAN. THE MANAGED STEEP SLOPES WILL B I . . I I .. - 1, I 0� 0 SURVEYED PRIOR TO THE FINAL SITE PLAN APPROVAL. / I * 4 4 , , � I � - - ". �1. . I � j \j � 4. ALL PROPOSED SLOPES STEEPER THAN 3-1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR I/ '/ . I . .11 . " . � . � .. . \ ,-- / 0� z 0 STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR `�, � �, � � . � 'I, s - , '' . . X, , __ " I __,,, / /I �, 11 0 \�� 11� � 1.'� � "I ,� ___ --- j , I 11, � . . . . . . . . . . . . . . . . , < w > 1-1 N I :� � ''I -11 - - - . . "I I w I __�, STABILIZATION & SHALL HAVE A GROUND COVER SELECTED FROM TABLE 3-37C OF THE VESCH. / / 11 I .... I P, ". � , 1, � . .. �1, I- __11 — ". 0 .J S. LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE ALLEYS AND ROADWAYS, AND IS NOT _­_` I . �1. I . � . I _`1 - � Aldmmk� m / \ \ 'I,, , �, . . . . i .1 AI- / -, __ I--- ­� 0 1 I I . .i 11 . �1 1, Ar_1% x I I \ Ii. OF "' 1) Q) I. ... . � , _�' a I , . - , . / -I' "' 1-1, C. CHANNELED ON THE! LOTS. / \ I .:. � * . . I I . �+, '' � / /, ,,, � - ­ I " 1 6. CONTRACTOR SHALL INSTALL HANDRAILS ON, OR ADJACENT TO, THE PROPOSED RETAINING WALLS. I- �,�' / \ i f I . ­. I— - - k .4', . . . . . . . � �. - - / I 1\ I r, 11� ,�,,�- a I C) (D 0 HANDRAILS SHALL MEET MINIMUM COUNTY & STATE REQUIREMENTS. ___ � i /.- �-. - , -- ­1 . .*: . . . I - _­_ W CN :� -GRASS VEGETATIVE COVER. ! V, , ''I '. � ... - / 7. ANY SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NON D1NG & / ... . I ... ,_� ` 0) 8. SEE STORM CALCULATIONS SHEET FOR EASEMENTWIDTH CHART. ­­NO`TE: SEE SUB-/201700094 FOR ROAD GM7 I - /I , , I . I I I � �,�. v / _11, / i 1-11 " �_� -,----- _­­ A1­911 . � .. � - .. 1. .. 1. I �. .1 . y / // I 0 m 0 _ ../ I � 1. . / / U) ROAD NOTES- DRAINA33E D GN INFORMATION FOR THISDEVELO'PMEN/T1 : - "', I/ "'. � / I I � W � *b"', 1, i ��', - . ... � ... 11. I .,� I / �� / / i. CONTRACTOR SHALL VERIFY ALLTIE-IN ROAD & ALLEY CONNECTIONS FOR ROADS TO ANY ROAD z � , f . 11, . . , . . .. - � . . . 1. �_:. I . . I . �, - � , / , / ­­ %w E EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF � / I / r, * /11 / _-, D . / s ; . I I - . . I . . �\ , / " 'I.", '.. " _� 1<' I � // 1�, 0 ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED I , -_ / I � I _ I .1 1�i 4, I � 0 " I . � / .1z, '1z _." 1'1�1' ri Li 'v - ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB, ROADWAY & __1z �,__­ ___ 1___ / ,. . 11� ... . � . . . . . I . . / I / 1�� .1 Lu . ---. ­11_1 ALLEY TIE-INSTO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. -------- , _� I/ I / .�L . � . . . I " 1�1'1 / �___, ,��,11 I , / 11�� In w -a I . . 11 ! . . - I � v � III-_ " ,� 0 0) 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, MANHOLE - "�,� I/ ? . I 1. :c ______ il 11 .... I �� . ,.- / 1�_ ,_ cv. / - '. \ " �_, ;, 1� a. -------- En .2 TOPSAND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OFCURBING, DRAINAGE,OR LITILITIESTO ", �.,' GRAPHIC kALE ) 11 1 1 .... .� I \\ / / - _____ ..-.A------ 4D . COLLINS ENGINEERING , / / I � � I I r I // 1\ �1' _�,_ JOB NO. 0 COLLINS ENGINEERING FOR REVIEWAND APPROVAL PRIORTO CONSTRUCTION 50 11 D 25 50 100 200 / \� � . I ,_ / I \, / 1. . - SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGEAND PROPER ELEVATIONS FOR I IIJ '. ,i `�, ,_� rn � I / I / / / 11 I . / ,:,� ,,// I 0 ­_ _� CONSTRUCTION. w I I I // I/ � � , . /I ",_11- " , _�",___" �11�11 111� �� ,�,,,' 112066 -a m � � 11 � � ------ 1'�, z C 3. AS SHOWN & LABELED, THE PROPOSED ALLEYS ARE PRIVATE. / I m� I F / _ z �, _� SEALE 0 __ -""-- -1--m-100--m ____ ), / 98 - � I i 11 -"---- �..1_1` -1 ____ / /1, / � i � . / I I _., __ - _ I--- I- _­- ill 2 _­ \ _�____ ( IN FE6 ) / /-,. 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I A ". `,ti 1 ! 1 f GRAPHICj]T�}{� `'. 4 J/ yf� `\ g N ,S ,r W ,f \112066 ty \ - • \ l \ ' •:: ; .' ' � �'' .� . ;Y __ . -. ,,� so z� so rot% r' f SCAB f t J. t dM1 `f \ SHEET 1 inch 50 ft. �, ,, ALBEMARLE COUNTY CENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONS77?UC77ON WTHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNE077ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM IHE VIRGINIA DEPAR77WENT OF 77?ANSPORTA77ON (VDOT). THIS PLAN AS DRA MV MA Y NOT ACCURA 7EL Y REFLECT THE RIEQUIREMENTS OF 774E PERMIT WHERE ANY DISCREPANCIES OCCUR IHE REQUIREMENTS OF 7HE PERA41T SHALL GOAERN NS A D STANDARDS OF ALL MATERIALS AND C0NS7j?UC77ON ME77-10DS SHALL CONFORM TO CURRENT SPEC117CA770 N VDOT UNLESS OTHERMSE NOIED. J. EROSION AND SILTA770H CONTROL MEASURES SHALL. BE PROVIDED IN ACCORDANCE W774 774E APPROVED EROSION CON77?OL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER C0NS7RUC770N- 4. A" SLOPES AND DIS7URBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. 77-IE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: W.R77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J.- 1 OR BET7ER ARE TO HE ACHIEVED. 6. PA VED, RIP -PAP OR STABILIZA 77ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN 7HE OPINION OF THE COUNTY ENGINEE7� OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL 77?AFT-7C CONTROL SIGNS SHALL CONFORM W77-1 THE V?RGINIA MANUAL FOR UNIFORM TRAFF7C CON77?OL DEWCES. a. UNLESS 077-IERMSE N07ED, ALL CONCRE7E PIPE SHALL RE REINFORCED CONCRE7E PIPE -CLASS 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA770N MUST COMPLY MTN OSHA STANDARDS FOR 774E CONS77?UC7701V INDUS7RY (29 CF7? PART 1926). � l!W 00"Tj _71ICT101y � A 1 , TS A EOIRY S. r "ITTS 1. CON577?UC7701V INSPEC77ON OF ALL. PROPOSED ROADS WTHIN rHf_ DEWLOPMENT WILL BE MADE BY 7HE COUNTY. THE CON7RACTOR MUST N077FY 774E DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUC770N. 2. UPON COMPLE770N OF FINE GRADING AND PREPARA77ON OF YHE ROADBED SUBGRADE, 7HE CON7RACTOR SHALL, HAVE CBR 7ES7S PERFORMED ON THE suBGRAIDE SOIL THREE (3) COMES OF THE 7EST RESULT5 SHALL BE SUBMI77ED TO THE COUNTY IF A SUGGRADE SOIL CBR OF 10 OR GREA7ER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL, BE MADE BY THE DESIGN ENGINEER AND SUBMITIED W7H THE 7EST RESULTS FOR APPROVAL. U 7S OR J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED W774IN 7HE PUBLIC RIGHT-OF-WAY OR WTHIN EASE EN PRI TO ACCEP7ANCE BY 774E COUNTY ALL DRAINAGE 0U7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NA 7URAL WA TERCOURSE. 4. GUARDRAIL LOCA770JVS ARE APPROXIMA7E EXACT LENGTH, LOCA770N AND APPROPRIA7E END TREAVWENT5 WILL BE FIELD VERIF7ED A T 774E JIME OF CONS7RUC770N. A00177ONAL GUARDRAIL MA Y BE REQUIRED A T LOCA 77ONS NOT SHOW IWEN, IN 7HE OpINIoN oF 7HE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEWFD NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFF -SET FROM THE EDGE OF PAVEMENT 7-0 77-IE FACE OF GUARDRAIL, AND ROADWAY SHOULDER MD774S SHALL BE INCREASED TO SEVEN (7) FEET 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM 7-0 VDOT CG-9(A, 8 OR C). 6 WERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM TO V00T STANDARD PE- 1, Z coMpLIANCE W714 THE MINIMUM PAVEMENT WD7H, 574OULDER IVD7H AND DITCH SEC7701VS, AS SHOW ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE S7RIC7LY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS kc; SUBJECT TO FINAL SUBDIVI'SION PLAT VALIDA770N. SHOULD THE F7NA1_ PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA770N, TLIEN APPROVAL OF 774ESE PLANS SHALL. BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULA 7ORY DEWCES' SHALL CONFORM Iff TH 7HE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CON7ROL DEWCES AND IHE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL, V An 0AZ:1D11-AJ1CC CM-411 nr- IAICTAIIED By 7HE DEVELOPER M4FAI IN 7HE 7U. fNAt*t1f_ 1,L)MIKUL LAFT UUTCIT fTCLXJf-^1Ldr1 OPINION Or 774E COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER 7U, PROWDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS To BE POS7ED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERM)NED BY WOT FOR PUBLIC ROADS 12. VD0T STANDARD CD -I OR CD-2 CROSS -DRAINS UNDER TO BE WSTALLED UNDER THE SUBBASE MA7FRIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOW ON THE ROAD PROFILES. 13. A VDE0 CAMERA INSPEC770Af IS REQUIRED FOR ALL STORM SEWERS AND CULWRTS THAT ARE DEEMED INACCESSIBLE TO WOT OR COUNTY INSPEC77ONS. 7HE VIDEO INSPEC770M SHALL BE CONDUCTED IN ACCORDANCE WTH VDOT'S VIDEO CAMERA INSPEC770AI PROCEDURE AND W?7H A VDOT OR COUNTY INSPECTOR PRESENT affaka AoTffs GRA 1. 7HE LA7ESTEDI770N OF THE ROAD & BRIDGE SPECIFICA77ONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPAR7110ENT OF 7RANSPORTA71ON SPECIF7GAnONS SHALL GOVERN 7HE MAIERIAL AND CONS77?UCRON METHODS OF THIS PROJECT 2. WERE UNSUIrABLE MA7ERIAL IS ENCOUN7ERED IN 7HE ROADWWr, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WD774 AND REPLACED WHERE NECESSARY WTH SUITABLE' MATERIAL TO THE SA77SFAC7701V OF 7HE ENGINEER. J. ALL GROWTH OF 7REES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN71RE EASEMENT OTHER TREES AND WGETA77ON WHICH OBS7RUCT SIGHT DISTANCES AT ROAD 1WERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONS7RU0770N OF THE SUBGRADE. DRAMM 1. ALL PIPE CUL VER 75� EXCEP T PRI VA 7E EN IRANCES, SHO W HEREON ARE TO BE RCP W TH A MINIMUM CO VER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -I OR CD-2 OR U0-4S) TO RE PROWDED AS INVIGA7ED ON THE PLANS, OR WERE RELD CONDI 77ONS INDICA 7E J. ALL DRI VEWA Y EAf 7RANGE PIPES SHALL BE A MINIMum oF Timv ry (2o) FEET IN LENG 774 AND HA VE A MINIMUM DIAME7ER OF RF7EEN (15) INCHES AND SHALL BE PLACED /Al ACCORDANCE ffai THE WRGINIA DEPAR7UENT OF 7RANSPORTA101V SPECIFICA77ONS UNLESS OTHERIOSE N07EV ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SAnSFAC770N OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POINT DEEMED AS NATURAL WA 7ER COURSE. PA VEMEN D 1. AN A C TVA L COP Y OF THE CSR REPOR T IS TO BE SUBMI T7ED PRIOR TO THE PLA CEMEN T OF 77-fE A GGREGA 7E BASE MA7FRIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEM.-LCIPER WLL BE REQUIRED TO SURA41T FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC770N. 2. SUBGRADE MUST BE APPROVED BY 7HE ENGNEET FOR GRADE, 7EUPLA7E AND COMPAC770N BEFORE BASE 15 PLACED. J. 7EST REPORTS ON SELECT MA7ERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA770N FOR TYPE 1, 11, OR N PRIOR TO PLACING AGGREGA7E BASE 4. THE REQUIREMENTS' 710 PUGMILL AGGREGA7E BASE WILL BE WAAED IN 774E EVENT THAT 7HE SURFACE COURSE IS BEGINNING AT 77-IE COMPLE77ON OF THE INSTALLA77ON OF THE AGGREGA7E BASE IN THE EVENT THAT THE SURFACE COURSE IS ADDI X-n 9WInP Tfl 69f) nd YZ T1417 PUGMILL REQUIREMENT MLL APPLY -rop vi-ew QU' MINIMUM 4' MINIMUM 4 MININA.um 4 NOTE: RESTRAINED JOINT FI'TTINGS. SIde �%w 42" Minfmorn G-alwinized Steel nar" W12 x t4 (min. size) J' rpin, perie4ratfon intu undisturbpd 45' 4011 , or- c�, qpproyed by the ACS,A, TYPICAL THRUST BLOCK IN FILL AREA -NTS FIG. W-313 ROADWAY 2 cz PAVEMENT - Z - 36' MIN� /-COATEO STEEL SMD OR ST'AINLESS 36' MIN, 025' MIN THICKNESS 511:EL CASINC'. INSOLATORS 12" CONCRETE FILL 9TFEL CASING BOTH ENDS _7' OR 8' 1 7' OF W 1 E!'-W I DUCTILE RON PIP 18' OR 20' JOINT OF D1 (RESTRAINED JOINT NOTE; 1, STEEL CASING TO EXTE140 TO BACK OF C3JR0. DITCH, SIDEWALK, ETC, OR A MININIUM OF 5' BEYOND THE EDGE OF PAYEMIENT, WHICHEVER I$ QFEATER� 2. ENDS OF CASING CAN BE SEALED USING A PILILL-ON END SEAL GASKET IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED t�T THE CENTERPOIMT OF PIPE, SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N, T.S FIG. S-5 41�=O"ATMVAMM VATION OVW=iG Diamone a)= 3ASE 5. THE USE Or AN AGGREGA7E SPREADER IS REQUIRED AHEN PLACING AGGREGA7E BASE. 'T 42M WS 6. BASE MUST BE APPROVED By ENGINEER FOR DEPTH, 7EUPLA7F_; AND COMPAC770M BEFORE SURFACE 7REA7YENT IS APPLIED. HT rX=iD&rH6.4 ANIE -4 WARE 'Mow RFO1W 1cG_2 ORt= NIN SL= FEET`3 Z PRIME COA T MUST BE APPLIED TO BASE UA 7ERIAL PRIOR To PLACEMENT OF ASPHAL T (PRIME COA T RC-250 0 0 3 GENERAL NOTES- CDETEC=E WAR SURFACE YARDS3 EACH 04t AV A g;AR BE SWMA�& to t 1. TPE DETECTABLE VARNM SHALL aE PROVIDED BY MUNCATE0 DOMES. EVCae �Z.FAY UEM AND $MVLD GALISQ. YD.). 2. DETECTPAE WARMFInG W %ffl FfnRa" AgMnALS APPROM LIST FOR DETFOTARLE WARMN LMTr AL RAW W1 VM 8. B17UA41NOUS SURFACE TO BE APPLIED IN ACCORDANCE 107H CURRENT WROINIA DEPAR7UENT OF MANSPORTA77ON 11 4fI-1 MAX TI-E REQUOVENTS OF T14E SKC1k PROVOON FOR C0.wWwcTMLE ,W.ftK,pw TIED 1,9 t SUWAI�D$ -Q gj4tn s." SPECIRCA 77ONS. SPECIAL NFM 9. ENCROACHMENT- POSTS, WALLS, SIGN�% OR SIMILAR ORNAMENTAL S7RUC7URES 7HAT DO NOT ENHANCE A ROADWAYS 3. 4' ,�OPM SEES OF MM RMP WAY BE POLM W=LffHfc0UyQWPw CApAaTy OR 7RAFFIC SAFETY, SHALL NOT BE PERMIT7ED WAIIN THE RIGHT OF WAY ONLY THOSE 5`7RUC7URES 'R OR SY USW4 PMMISSIE" CaNSTM101" JONC V"TH RE BARS - IF RMP FLOOR IS MECAST�HOIM MLIST aE PROVOED FOR DOWEL aARS SO vo 7U TWO A SPECIRC,41. Y A U THORIZED 8 Y PER I T ISSUED B Y R NIA DEPAR EN T OF 7RANSPOR TA 77ON MA Y BE L OCA TED V0 774IN 774E AM ArTER PLACEW14T DIP S�40"4 FLARED Si A04CWTETAFLL BE CLASS A,4. STREETS RIGHT OF WAY PRECAS RAW FLOOR. POW TYPE A S. RE01AEO UAS ARE TO SE No. 5 X a- RAMD PtENTER TO C94TEn 0-01,10 MANDATORY INSPECTIONS AT THE FOLLOWI N G PHASES ARE REQUI RED FOR ROADS THAT ARE PRO POSED TO BE STATE MAINTAIN ED: BQRSIO OFj HE AMP FLOOR, MD -DEPTH OF POMP FLOOR- A"Im PERPENDICULAR c 1. INSTALLATION OF ANY ENCLOSEL) DRAINAGE SYSTEM BEFORE IT 15 COVERED. )M QrTER SLOPE TRAMMOM AOJA 0 tr1E 7 CAMS RAMPS I!. INSTALLAInON OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. IN fAYKW FOR Cufm I a" *0 R. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 7. CLMS RAMPS ARE TO BE LDEA7T;fDWASP;MW (INA THE PUM OR AS ORMUD Y AR I . = T INTERSIECTONS WHEREVER 12LI MAX iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE BANY ZWS6MrE VOTHIN THE HCHT OF WAY or A H"Ay FACIUTY CROSSES A V" REGAROLM OF WHETHER MWALX j7=T%ffAL0Kj% PAVEMEN STRUCTURE IS PLACED. OR MASOLNT THEY MLIST BE LOCAIM 'INITM PEDI AS t,�MS OR AS MECTED Oy T,_r ENW4MR. No SHOIAO NOT TYPE 8 v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF 8E LOCATED BEnkl) VEMCLE STOP LNES EXiSriNG UoiT POLES W WtORANIS DROP $11LETS. EIC. ACCOi� ROUTES PWVM A wams PARALLEL THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS kJHMS.M00 SIMIL-CFAM me sup MWMT P ALL ELEMENTS OF A FACILITY WT CM BE %400=D!&EMD POSSIBLE. WWI. ey POESTRtANS, A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. & RAWS MAY 13E PLAMD ON RAQK OR TANGENIIAL SECTIONS MWOED 7MAT 14 CM OK4W IS PLACED WITHN THE LU CROSSWALK MAX vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF,CONSTRUCTION 'ETS OF THE MO TMAI THE StOK AT THE COWC1" OF CuR8 O"NG 6 Ike TO SCHEDULE AN INSPECTION. puflIENDICLLAR 10 THE CLM. v UN AIL FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF TIFWA CONMTE 9MWALK 15 4" THICX '#F" THE ENTRN�M RAOHCANNOT ACCOMMODATE 7HE TUMM REOLIMEMENTS OF ANTICIPAM IREAVY TA" VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. REFER TO 57 ARD C%alCOMMERVAL EWRAKE WEAVY AT* 2" HIGHER THAN TR*F111*, FOR CMRET, IMCK RAFFIC) EDGE OF PAVFWNT M. VHj1 CL618 RAMPS ARE USED IN 0Df4jL=T10N WITH A SHARED LISE PATH. AT *X . SAME AS TOP OF CURa TOP 0 4t� THE MMKW W10TH 5RALL X TK_ 1*OTH QF THE �Ri^'W Q$E FIATIA TYPE C 11, wHEN ONLy ONE CIM RAW IS pROVIDED FOR TWO CROSSMS (OthWHOLI, CURB PA440"' A W ED 021" '00 1 104 F I M FW, V� nEL PARALLEL & PERPENDICULAR R R LAKINID AREA MAY WUM THE WTTER PAN TRIOCATM DOW 12, W*S EMECMR fi"-2�4' C-C L5 A41N. I MIITMMSECCICLRWC'3e'T�ETCITQIA13L"EI - : 64 W HE FIELD --1 00 00 1 "'VDOT #57,#68. OR #78 STANDARD CG-6 STONE WE UNDER CURB CHECKED BY VDOT PRIOR CURB & GU TTER PAVING AND/OR BACKFILLIN NO SCALE 4 " CONC. .3000 psi MIN.-\ 21-A STONE BASE CONCRETE SIDEWALK NO SCALE MATCH o o a 0 Do o Q 0 a-- TIAE DXK Or CURD. y a 010 a 0 0 0 00 0 00 000 LANIANG RAW 4* 0 a o 0 0 0 0 0 0 0 0 0 0 0 0 DIAMETER i� 0000 0 0000 0 Oo oo a 65Y 0000 00000 0 00 000 TOP u9wmr-Aim DET VAAiADLE fuu H OF RAW FLOOR AT Im SEE NOTE I? FAT LUTS DETECTABLE WARNIN TRUNCATED DOME DETECTABLE WARNNG INSTALLED ON A RADIUS DETAL DETAIL ROAD MD SIM STANDARDS CO-12 DETECTABLE WARNING SURFACE REFERENGE SHEET t OF 6 F"SION OATE (GENERAL NOTES) 10� VIR M-A DEPARTW14T OF TRANSPORTATION 502 T70ek 4:,,Pavament Qe!�Ign (VDOT PaVeMent Design Guide) NOTE, -ACTUAL PAVEMENT DESIGNS SHOULD BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL. -A �,, ramrwp rnATWII I RF P1 ACFD OVER THE I;TONETO HANDLE CONSTRUCTION TRAFFIC. �A MAX LIFT THICKNESS IS 1.:c". �THEADDITIONAL LIFTS MtjST BE P , LACED -1 YEAR APART PEP, APPENDIX III OF Ya.*ewlent,Des�gn THE 2014VDOT PAVEMENT DESIGN GUIDE. RF= Lo ca. ou .A])T HCV Design CBR, ssv S�rtacc h a Base h a -base III Sub." a ADT Eastem'AAvente 6000 0 6000 5 5 22 ��M-9 .5 3 2.25 BMw -25 5 2.15 21B 9 0.6 . �-Drivc 185 0 185 5 5 sm�9.5 2 2.25 BM-25 0 115 21A 8 Samidets HM Drive .(West of Clairbolame) 96 0 5 5 �SM 9.5 2 2.25 BM-25 0 2.15 21A 8 0 6 :o0ark RAge Dr) 750 0 750 5 5 -9.5 2 2.25 BM 25 3 2.15 21A 5 0.6 Claiboume Road (Uorth-ofPtark Ridge Dr). 0 134 5 5 M�9_5 2 2-25 BM-25 0 2.15 21A 8 O�6 185 5 5 q 5 i1..X..:: 9.5 2 2.25 BMr25 0 2,15 21A 8 0.6 I lane 92 92 5 5 X mm9l,5 2 2,25 BM 25 0 2.15 21A 8 0.6 :rr, BetbapZ Lane 58 0 58 5 5 SM-9.5 2 2.25 BMI-25 0 2.15 21A 8 cow 0�159r �a ement be N'.0te-voo 17 c, V. T��Xatwg pay ing'm ____t� tatC VA T 0� qj7M S to ge S 4 no oda� sigfi tanlib to ensure the above .a reja I �40p#[� vlith t" �talnd.ax*_ TOP OF CONCRETE MIN. WALL 42 11 SITE RAIL GRADE :-SITE WALL 4. KALL R.41L P-4sTffjvljw DZTAIL NOT TO SCALE TT-T H SCOTT . COLLINSZ 0 No. 35791 (it 1t9 Z L Z Ld V) _D 0 g� ,M 0 2:11 M y- If, 7 j #,g, q FF URE zef bi vriji g,; (D LLI g41 & 117 §r 0 g t 1 9 Alk CO Z 01 U) 0 ge U Y f/ Lu .4w 0 My- Aff V 0- Uj 2 '7 !1& t f ce to r y 0 Z ji7f MR A 4.16 Z Ak� C3 0 W, N�s TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL 0 (8TH EDITION) - 09. 0 10 97 SI NG LE FAM I LY D ETACH ED U N ITS (COD E 210) IV, 66 SINGLE FAMILY ATTACHED UNITS (CODE 230) E 'rill, TOTAL ADT: i3ij. VPD (655 ENTER/ 656 EXIT) TOTAL AM PEAK: 102 VPH (23 E NTE R/ 79 EXIT) N 132 VPH (85 ENTER/ 47 EXIT) TOTAL PM PEAK: _T7 P I ROAD & 8R�M STANDAROS 4-11411 �14 t w "f IM 70 N 1­1 11- �IXIV E�,Ae� "g t g �,,, 'c�, IN$TALLATION, Or .80X CULVERT AND BACKFILL METHOD XvOcTr og r� 4r_�, Z > 0 0 ge.- cvi Alt- R/w OAF-S7R&T PA04MW ac-SADE GAY RIV c\1 0 "?EE ON S7REFT 7REr CL M ENST GAWND < LU VST GROUND SMEWALK PLAN010 S7W cvw GUTIM 7R4WELMY 7P,4WMWAY & GurrA9? PLAN7W SWF SVEWALK 10 c\1 N U) TTFICAZ MBZIC ST"A7' SAVTIVAr (jWAWFW1V, CL41019URNT, H"TBArIfLA, SAUN=RS NIL4 BATHAAT) PAPJ7AVF 0" SIM aAMr w < 0 NOTES: AVr YV W" ACY" SJWAN-AF "N DEPTH > S__ 1. SEE PAVEMENT DE$IGN CHART FOR RMWAY REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE NTH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. SEE SHEET 3 FOR NO PAPIKING SIGNAGE Lij All U) ON ONE -SIDE OF ROADWAY. Z _j do. P__4 Ln U. > U) 2'�-X' SM-9-5A Uj 0 SURFACE COURSE Ln 0 3"-5" BM-25 LU 3: IN 7FRUEDIA TE COURSE NOTE; A 2" INTERMEDIATE BINDER COURSE SHALL BE PLACED OVER THE STONE 0 FOR CONSTRUCTION TRAFFIC. STONE AND BINDER COURSE SHALL BE INSPECTED FOR SETTLING AND FAILURES PRIOR TO PLACEMENT OF FINAL ASPHALT ALONG j -0 06 0 5"-9" COMPACTED 0 ROADWAY. AGGREGATE BASE COURSE, Z x 0 ja_ VDOT #21A OR #218 M Uj DEPENDING ON ULTIMATE c) Q) TRAFFIC UMITS AND UNIDERDRAINS COMPACTED w 0 0 -0 SUBGRADE c w 0 Z ASPHALT PAVING - ROADS F- LL. E NO SCALE 51 4 12'- 12' 12' 1 (LEFT TURN N DRNE AISLE (S7RAIGHT N DRNE AISLE) (RI15HT 7URN N DRIVE AISLE) LANE (S RAIGHT S DRIW AISLE) F L� E 5' WDE CONCRE7F GG-6 POINT OF GG-6 CURB GUT7ER 5' WDE COAV?EV F_ Ld SIDEW4LK CURB & GUTIER RNISHED GRADE SVMALK LLJ -tv w 0' CLEAR ZONE SURPACE 10' CLEAR 29 Uj 2x 2w 2X LLJ 61 BUFFER O'BUFFER 4' WOT 21A BASE S70NE BASE 4- UD-4 UNDERDRAIW- 4 OT 21A _j ill. SUBBASE 0 E)GST GROUND UNDERDRAIN smw a4-'W L) SM I I S 5-- 6 . - - 1 28'- 29, 1 IN - I AM, 10 Scientific Name common Name Size Symbol 1 Q--YR CANOPY: Total -Quantity 'Canopy TREES Fraxinus pennsylvanica Platanus acerifolia Green Ash London Planetree -- 2 1/2" min. Fl? PA 672 422 72 121 48,384 51,062 TOTAL 99,446 . ......... ..... LOT ........ ....... . .......... ............ BUFFER LANDSCAPING PLANT SCHEDULE �--� SYM BOTANICAL M E COMMON NAM SIZE �Np, {s OTAL SITEITY COVERAGE (st) TREES - AR ACER RUBRUM IRED MAPLE 11/2" cal. 397 16 6,352 PA PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" cal. 422 10 4,220 Qp QUERCUS PHELLOS 'WILLOW OAK 11/2" cal. 370 13 4,810 UP ULMUS PARVIFOLIA'ALLEE' ALLEE ELM 3 1/2" cal. 483 10 4,830 - - --,,-.S CANADENSISTOREST PANSY' FOREST PANSY REDBUD 6'-8'ht, 100 10 1,000 AG AMALENCHIER x GRANDIFLORA AUTUMN BRILLIANCE SERVICEBERRY S'-7'ht. 100 39 3,900 MG MAGNOLIA GRAN DI FLORA `LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8'ht. 50 54 2,700 IN ILEXx'NELLIE RSTEVENS' R STEVENS HOLLY 5'-7'ht. 50 45 2,250 jV 1JUNIPERUS VIRGIN IANAHI LLSPI RE' TELLIE It -LSP IRE RED CEDAR 5-71 ht. 60 22_ 1,320 SHRUBS CA CLETHRAALNIFOLIA CLETHRA 18" ht. min 25 103 2,575 FM ---SUMMERSWEET FOTHERGILLA MAJOR'MOUNTAIRY' MOUNTAIRY FOTHERGILLA 18" ht, min - 20 101 2,020 HG ITEA VIRGIN ICA'HENRY'S GARNET" HENRY'S GARNET SWEETSPI RE htrrii n 20 46 920 IG ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY HOLLY 18" ht. min, 12 931 11,172 VB VIBURNUM DENTATUM ARROWWOOD VIBURNUM 36 " - 36" ht. 60 81 4,860 IV ILEX VERTICILLATA WINTERBERRY HOLLY 30"-36" ht. 40 26 1,040 YH ILEX VOMITORIA'NANA' DIJVARF YAUPON HOLLY 118" ht. min 12 201 2,412 RN RHODODENDROWCONLEN AUTUMN BRAVO RED ENCORE AZALEA 18"' ht. 74 3,288 TOTAL CANOPY ,- 59,669 Im- A AID - NOTE: STREET TREES WILL BE Q. PRUNED &ABOVE GROUND AT TREE MATURITY TO PRESERVE SIGHT LINES AT INTERSECTIONS. M. ANN moor S4 var q, COLL] No. 35791 ix z A) K6 AQi l, W -2 ... 0 GRAPHIC SCALE ..... ... _j 'Al Y� Of'�N�SPAC� cti so 0 15 30 00 120 CL . . . . . . . . . . . . . ................ -8 ACRES- z IN FEET .... ..... L 0 T U. + D I inch 30 ft. .......... ........ 4, 41 .......... ul -7- ....... FY Ld + .......... Li V) p LOT -125- < I\; V, V. 0 (1) w z ..... A6= LQ V) ........... + LOT '124",- FA "10 T`93'LJ 0 SFA- >1 Lu LL4". .. .... TREE CUYIN 3 DL AIL CONS.S IS 0 1�20' .AROUND......... PI A�, T PIT UPHILL FX�­ or 2 GLIYS,�E .-S uj R7F R -.0 TREE. . . . ........ -_FER TRFF >_Arll,G CFTAL .0 STAKI'NG DETAiL /(9)c x c) Xv c:) TSAI L, ? PCMPACT EXCAVATED �'011_ . . . . . . . . . . . . . . 0 SFA ...... .. ..... (4)VB' THLNCI I LDG AK JNU 0: N REE 14 ... CNTIRE AREA TO BE MULCHED . . . . . . 0 TRFNCH EDGE AROJKD . . . R� AREA TO FIE UL�DqE:) . . . . . . . RE�ER TO ROOBALL PIT% c (D r. DETAIL Ep TO Rt-;0TFiAI.I. PIT E SFA".. vJ All- O O Nbu ff, .22 •LOT-94-* ......... Lu ...... x ... V., 8FA­ If1. .... ...... r. r. ...... 0 JOB NO, Acn NOTE& NOTES: _j ...... ..... ..... .... .. 1. SET TREE PL1_YB DRIOR TOSTA-flNQ, SET TREE PLUMB PRIOR STAK NO . . . . . . 41 -UNING REMOVAL OF DEAD ANO BROK�N �RANCHFS A\rl 2 ALL PqU'JING IS RESTRICTED TO THE REMOVA, OF DEAD AND BROKEN BqATICHES AND -S-FA-' SCALE =SiRr.TED TO R ....... I ALL Pti IS P .. ..... SFA"' ­1E SVPUIiVIb(J1,J t IIt ­i1­•111­­ q ol� 1HE ANDSOAPE ARCHITEC .......... 2. RFORIVIED UNDER .......... 'a N.T.S. SECTION T.S. • 12 SECTION TREE PLANTING 30' TREE PLANTING ON SLOPE 8 ',LOT .99. e2 . ..... FA ....... SHEET NO, ... ........ L0_ . . . . . . . �pv LOT'.90' ......... :LoA ............ . . . . . . . . . . .... .. FA.­ R(q 1116 nD ........... Li W WSPAC� fA z ........ ....... ....... z LLJ LOT-142'. LOTI _AAGRES-`1-_-,-,%.,-_ OT 82, 144, ........ (9)RIN _x _j . . . . . . . . . . . . ... ............. F . ...... OT-126,-.- F 4- W. 0 (y ........ .. . w ............ 0 M 41 4, 1-3. • LL > VB/ ... ......... U) u 10 rJ V) z XO 123� OT .............Y. 0 SFYpis �P ............ ..... ..... ... ....... U) ........... SF OVE pot W. _ ...... . .. ....... W 0 s. 0 ....... (8)c yam' fyJ yt 0 ..... 422, LOT.1. Lu 0 ti .... SFA... ✓ BERM' EP .......... 11 V FA-'' ........... ...... . ......... < .2 V...... u > T -118,- - - ....... LO LOT LOT SFA-'-*,'- - ''LU 1-110"/... ..... ..... ........ ...... SFA. 0 SFA N' 5 0 --A . . . A .... SF.. ....... ........... L( ............ .. ..... ...... ....... .. .. .. ... ..... ........... • 0 . . ....... .... 41 (n 12, Lu Z.... ... \ ...... > U) ........... ........... . ....... ................... Q) 0 T ......... . ... .. . FA.'. LOTAGe .. .... .. .... .... ... SFA'.'.' SFA' .'LUT- 107. ......... LP .... ...... '0 FA ....... ..... . wFA Lu 7C) ........ FA✓ C) S� I ... ... CY) F-4 ..... 1OT-147 ... ...... . ...... . ..... G Ln L RAPHIC SCALE M - ........ . ...... so 15 30 60 120 7X V Ld IN FEET LLJ 1 inch = 30 ft, z ato, q ✓ II ......... .. V) LL. . ...... ......... CountydAlbe-ade LL ...... . --- Con. ....... -2&4-111-297 for romplole-specificatiam) ....... (ffaudbwk pp .... ...... ....... 0 —7. ...... ...... V. w W X I. The Lallmlov ituds Skull ke NbLmu all ale Plan: 0 LOTTI ..... • X 9) Lmdoa and typet *fpntecative feadni�; Z ...... requam iring tree wells orwal1q, 0 '. .... * , z ............ Pp)pcy3ed iTwp o -jixigbeywid the Iiinj"afoleop itching r "e < 0- 7. X ....... 3: - )z - M-L T -K, 41 2. Markhwsz 4) N All ttoes to be saved shall be marked with print ortibboo at a height clearly visible toe merri -0 operators. CL ....... No grading shall brut unfit the tree marking has been inspWed and sppr�ovodby a,Ooun�*lmpzctor. w 0 X -LOTI-14 1) r uj 0 V Tree preservation and protection measum shall be,mie"d with the contractor on sites u. z iG .......... ............ ..... ......... ACRE& - . - I , . . . . . . . , . . . . . , . / / X...... Conservation Plan Notes- \X 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. + 3. TEMPORARY EROSION CONTROL MEASURED ANDVOR PERMANENT- STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED,iiri 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE' PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL R SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. z. ... 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE". FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER 7HE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING (7)CA HOLES WITH AN IRON BAR EVERY 18" OVER -n1E ROOT ZONE. THE BAR SHALL BE DRIVEN '12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAIN MEASURES REMOVED DURING THE FINAL CLEAN-UP. Ir 4, Euub=e*.Ou*ratfon and Storage D -a iU Heavy quipment, vebiwlar nffi-c and stomge ofconstruction mawaials including soil shall not hoperntitted -,Nid3in the driplines,ofirees to be saved. Ln ,qo U K ii Devices; trees to be saved, LS kft not advcrsdy affect trees CK u Lj 6. Fires, w - 0 �d Area are not permitted wiffim 100 feet of the dnpluie oftees to be saved z Li 7, Toxic Nultriaw 0 z Tmdc. mtexials shall not be stored vAthin 100 feet ofthe driplitte oftreewto be,saved— U) 0 CD Trees tobe retained within 40 feet .ofa proposed beprotected by fandu& _j 0 0 fl Fencing shah be in place and shall be ii)spceted, and approw.4 #y a County lusp,.00T pdor to grading or-coptstructio4- Lu >1 4 El When die E;wuad.kyel malt be !Wed vvitlun die dripfine ofattee to be swed,,a Ueewea shallshallbe FroAdedafld detail submitted f" appval. w iti• Tree W ails: %VbMtj- levp-t the dripibesavede t—w;* shall be g-M njUstbelo-%—d Within lie atreato provac ; .acid a-xisqw#mdeW subautted faarqpiowa, C) X (D When r, under -alest pyfeedo-rTw Q) 12. Cleanur, Protective fencing, shall be the last iterrt&removed dur* the final oleanup. ell Dmnaged trees shall be heated i-niedisitely by pruiliu& f4tibzWion Or outer methods reconme"ded by atree specialist O NOT_E- IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER 1V1TH 114E CONMACTOR ON TREE CONSERVATION' ru REQtJTAEM7NT$. (D 308 112066 0 OWNER R0NATVzIW (.DATF) SCALE 2 ii =30 aCONTRACT PURCUASER SIGNATURE MATE) 511106, Page I of 1 SHEET NO. ioB U) Daw. January 3,2017 2016-05 7'0% Map Parcel#: 056M-01-00-06200, 05600-00-M057CO3 05600_004)04)51�29, 05W-01- 00-06100, And 056K-0-fXMMG0A2 (the "PToperty") Owner(s) of Record: Route.240 Hokfings, LLC� Edmuadj. D,?Ay, Christopher Daily & Cynthia Daily 'Di o; Route 240, IJ,C; and Foot_U, ts Crossing�. INC. tely, 2 _3 a0t* hom, R2 Residential (RA) toR6 00 0 )�57(]A 0,5600- Q-,00-057W, and 056K(�,00- 91),to a, Pot 0 1 of Parcel t9i_ Ang appm ,06 actes froita*t Industrial (LI) to R.61 Tow _L-nd ixrc-x 37,93 acrts pagt� I of 8 .c . onuols ellitablished by this pa-ragaph W At least 6dM (30) days.prior to The conveyance of any InIxTe'st in any Fbr-,Xvnt,Affprdable Housing Unit duMing the Affoniable Teza� the d_,CE1-C1=Cn� . OWntp sh�all n 0 6 of otify the C unty. i.n wri ag tile c,onveyince and provide the ma.me address and te-lephane number, of the Pomitial gTwnteq, an statc iffixt the regrarerrimts f z, p, , gra thl. am_ ph 0(2) have� bee.n. d. 13,i� the AffuldableTtan, within thirty - (30) days ofeach oustug k2 c mt,at or Ime term fpi,- eacla, For -Rent Affoird ble H Lra th thez-c—,urrent C ry,Houdng Offto a cop Ownersh-allprovide.tf theMbemarle oun 41, y of tht rental or I lease ageperrient for each "116, unit xented. that -show the renta.1 ratc fo x such ur�t arid, the term oftht.rental or lvne:�gxeeinent, In addition, during die Affordable Ter.ra, the t-kiwn-currerit Owuet 511811 pio-vide. to the Cpanty, if requested� any reports, co of 'Pies rental orJease fir other. data pertainmg to rental rate-s as t1he Coanty may reasonably rNLr e_ ip.AIST as fjf D&Vmberl ir, th16 yvar pri r4lin ;46e 'ar �iT �e 'I ,g 4)e S T116p4saotl AV .n MA qt t,?0M, 1�4,P4&ERAP es, he 'j. than 6�� fhe Anjouat P Owner shall n 0 that., is b" F;mid in lncreniea6, tbe unpaid increxpentalpaymen t.-, sball b e co "-,spr)adtngly:adjw.tc4 each ye-.u. Page 5 orfN d) -nc Greenway trail systern shall include a connection to this phase of the foothill Crossings N'eighborhood ard a cotinection to C107et Park. The headings, of the proffers and conditions set forth below have been prepared for oonverdelace or reference only and shall not control o,r affect the meaning or be taken as an interpretation of any provisions of the proffers. a3dgg �Stree R�qad C� ction and The Owner shall cause to he constructed a twol-ame roadits tbe general location of the road idenufied -as Park Vidge Street C'Park Ridg&) on the -A-p oA Adg wifl b n plicatitia PI Park- Vi c e a. z]64 �tre �p ue section ip design, N,,ith bike lanest parldug, j�id�w. et tros, and curb and tter�-: part, Ridge shall be constriacted, bonded audxp4- to b-execanumcaded b tlic.Albemaxie County, Bow : t. �-7, � I I, " I I ry of Supervisors for acceptaro., into the pabl I ii,systerri, and the(��tv Vu&oeril�,hafl have 4elermined that die roadway is safe and convetiienr fbr:fraffic 'o to isssuance of the te'Q, OCC4 tt �'j0h �wffi 4pancy (W,�a .6 erty a r theTr 0 Ow Ow e wirhin� days.0t, �thevvnttenrecpvsrof the Cotmty, the Owner Sony s,hall *Acate Parh-�,Aid$e:9s:a publit'road, 2. EMIM-Ave Clonlitruction.Agd �Dedigatibn. h cause to beco ;;l The Ownex is A nsm-agic, a,two lane road in the gemral location of the road identified as Eastem.,A-vtume Con Aoadwav ("E.WetiLAY on the Application. Plan. Eastern Avenue will be an "Ovenue socti re�. in dj;� with bike: lanes, parking, sidewalks, meet trees, and curb arid g.at.ter. FF".ttrn,Avouoisho bg�pqastm.c a ca ho ded and r dy to e ors 15, ;g, cS,, inpp -.the. public sy# -ty Bdard ofS iam. 0 _mtnm ' 0 ovtl , C , ou diat ihe:ro In -ac -Ayjsxsafc and convenie-rit for traffic 'o the po Once the .,is ,pr ior su tht wfirreu. xvqutst,of the CoM after blic ro pu a& A� )n A p m'A"tive trail network., c ansi5ten I t -with the County's desigii standardis fQx a Class B- Vpr, I primitive nature tmiL shall be established wid-jin the Greenway. The Installation of the trail shall not'preclude the future conversion, 1�y Gth0rs,,:0f th&.1rait to Class, A— paved rfaA standards. I'he gMexal location 0-f.t he trail network is,: shmum on;� tbc� Appticatioft Plal�, however e=ct traB locations �.shall �e determined, based on, site, lastallation of the trail network "ll, be �wrixp,� P* rq­js�$Wn.ce Of approval of the terith (106c) CO fox a single f"y dwelling Within the Pro' L Upon the request of the County,, but not ptior to the issuance of die teuth (101h) CO within the Projecr, the Owner shall dedicate to the County an enitinent for public use ov" thc G- TeC_nway itrea, as sbo-wo on the, App _660 Ill Cooty 5 to the f the G request, tx� dedicao� sugh e�"_=Mt, th owntr MAV &,,�dxcate Vomons 0 reeoiv", g2sF*nt,Con tlywifl� 046 ox: t� f6r axess.�,yiqg �-Ijapeat to the Gmpawa pr idpd1howd", 0, in su�4 e4semcnU,. ri -&is ot r, that 0w= reservit Page: 2 of 8 3' 0 0 0 g KOU, a MAr IM'. _ _ L Notwithstanding the provisions of these Proffen to the,contram, the Ownees ob4t�on to pay Cash Contributions sball not commence until the number of units, to which 'uch Cas)' C0,41tributions apply havj� been cornpletc-J that tc_sA�ts in what wpvld have bleep, a total CasiL Coutd-bution equal to the total value of Bastem A -venue, andrelated imptovenicuts. tobe coiApleteld. by Ownrex if) did Pedestrian Twaiel and iii) the Civic Space improvements, (t�ollowvdy#fo� tQqsthr',ja-I;iud_ r-4titribationn. 'Me Tn-Kiod Contri�uticin shall be�,$4,29919961100. The In-kiod reflects the value of the iraprovem cuts that the Owuej� h":cozx=*t&J',� make pursuant to dwse proffers that are for the benefit of the peblic, The Owner shall not be required To pay, anyper unit Cash. Contributions until the time of thL, issuance of the bt4dingperrnh for a now unit ted a fter compig, -applying the. aforementioned credits fot�rh�o, 1.0-kimi Contribution* I o the evenr that d-te Pv*ct ii completed prior TO tne balance, of 6e la -land (",Q of the In -kind Coutiibudon may not beapplied for -any o4w proftcr or d access for litilives and xnaintename� Each subdivision plat --hall depict the Greenway area to be dedicated and shall bear a notation that the Grcenwav area is dedicated for public use. If, at the time the Coun�y requests dedication of the Gmenway, mly part of Lhe GreewAay that has notbcen dedicated by subdivision plar, sh-All be (within six (6) months of such request) at Owner's cost, surveyed, pLqtted -and re-ccrded vAth one ox more deeds of easefuent dedication. B. Bike and Pedestrian Tutmel Pursuant to approval'byM(XF and rhe County, the 0w-nerr shall copsurucE a bike and pedtstr�in tunneA (�jerdn after the "Pedes ian 'Tunb&�' EM aldbg the prail. network as it pas,ses tinderneath Eastern ��venue, 'fhe Tuanel..deaigti "diall bmitti�d, for re"je-,v with die, ro2ilway plans; for, Eam=, Avenar-. Ttfs4ati(ln of the 'Tunnel shall be cornpl,QUA prior to 18-suar-ce of approval of the tenth (10th) CO f,or a sing)e family dwelling mithin the Projem 4. Q ,Qmm The Owner shall provide not less than 20,WO square feet of land wiOun the Fn,�jectl Car a Civic Space in the generAl lboti . oxilde-nufmd'on theApplitation Phan. 'The Civic Space shaE be substantially coff k3s-=ice: of 4p ro:v4.0f � tbetcrgh qjlked. prior. to the' �IPO) C-9'�vn h P Parks 2md thin t.,.e: rojecr, C'. fvviJ I �Spac#s, shall be,cppveved to, andmaii1tAined:by die Owmer?s Asso wition, j7be Owner shall pav the'tostof rol the -5. !QAah Profti Lot- IMMOVCMCnES . Ms The. Owner shall contribum cash on a per dwelling upit basis in t=ess of tht number of uolu t I hn(�rt allow.g.4 by-d .0, tunder. the zo existence at the tunt of this Zoning arrlendrn;��,nt fox ffiepurposes of addre the�fiscal impacts of developm_ alit on the Co Ws public facilities and infrastruparz, ix, schools, pubtic:safity,.Hbiariq, For the purposes of d1j5 roffer 5, the nurnberqf units� allowtd bv:xighr. uaidex, e. R-1 Residential zoning is thirty five (35) arket rate" unit is wany single-farnil. detaclied unit in the detached units. A 'm y Project that iq- riot either a For-S-ide Afforclable Housing Unit or For -Rent Affordable Unit as described in Proffer 6. The cash contributions shall be Seven 11:ousand Ibrec Hundred'I'lirty Three Doliars 3 and Eli 5 ghteen. Cents ($7 33118) for eacli sfi4e. fap ly 4gtacbed Owq uai� other than. a consuucmd For -Sale Affordable Dwelling Unit widiin. the,�Prc�jdc.t quati�wig, as such.under, Prafftr 6. In other words, the cash contribution for market raw single. family unir:,shaI1:b*.n -after a building ly unit is issue:d r to, the Owner obtAitim Pernik f* rhe 3.5th mekO rate single 5kmi.� . ..... prio a �adirjgp.emiit, fo.; the 36th Atatket rate: singto family The, mh c i s; 54011 be Five fty S I c�vgn C *,44`7X,) for each s e ,rhousand, Four Huadrvl Forty Seven Dollia-s. aud M eats family aaached � welling unit, other than a constructed. For,Salc Afferd-able Housing Unit or a - For Xprit Affoxilable. ffm the , Prolect qualiif�,ing as such under Proffer 6. The cash pontri ons shall be Seven 'Iliousand. F6ur Rundred Nincxwen Dollars and Nincry One Cerm ($7�419M 6x each, mu,16(arady dwetting prat, otb _ex than a constructed For Sale Affordable Housing Unit or Fox Rent Affmdable Housing UnJit wid-utu the Ptoject qualifying as sluch kindex PTolfer 6, Page 3 of 8 The und=igned CKvrier(s) hereby proffer that the use and development of the Pro erty shall be in conformance with die proffers and conditions herein above, and these proffers shall supersede -all other proffen and.c.9nditions made prior hereto. 'rhis Proffer Statement may be executed in any number of countetpatts, each of which shad be Ao ori� and al), of wWch together $ha con-stitVte but one and the same insta=enL WITNESS the followingsignature- OWNERS of Tax Map Parcel 05600-00-WOSM: By: 4,� By: EDMUND 1. DAILX/- By: L DAILY W� 2-01-7 Dam ()WNER. of Tax Map Parcel 05600-00-00-05?CO & 0.56AZZ-0140-06201): ROME 240 M. INGS, LLC, a. Vi ima lintiml liability compwiy B yy- Date- Page 7 of 8 6. Affordable Hou The Owner shall provide affordable housing equal to 6ftecn percent of the total -number ItsWegrial inuxs� comtructoul on The property. Por exaniple, if one hundred (100) total tktiits are commuetedin, the Vrojf_,� 6 ai.valeutl art required to satisfY this Proffer 6. fteen 45),qoo� or their ecp The:. Own iwot,.. its successorg J , ,;in t jri*ery�t the nght tomeet HO WW the A rdable,housing o, jectivt ,b �hx ya�r of ho �or. cash contributions, as More particularly descri ed in Using t),pes , �dwough. sections 6A, 6B and 6C below. -sate �Affordabjr �H� Flousiag Offige:,Qr its ........... . . . . . . . . . . ..... .......... Owner shall pravide the County ox its deilgliep,o p&iodl of oae hwidred,,twenty (120)" days to identify and t prequalify an, eWe:-P&hAsct F�qr:.Saq AB The ong bun4red meaty (I day pon all. meft-ve:-Upda fiorn ., e- 20) , 0,s4 co,,M th. Owner that the unit(s) shall be axailable f6t We, Jlvs aatice shall not. be- given xrore d= ninety (90) days prior to feceipt, of die Certificate of Occupancy for the appjicable For-SAe Affordable Housing -j -V day s withi n wMch to p±ovide a.jualifiedo A Housing Unit. If the County or its do�_ d - d te oes. noqqwt c.a q� ea Purchase: 0— during the one hundred twenty (I 20),day pedot_ enp Qwaer sh4 have the )*ht to sell the anit(s) without any restrictioa Oil sale,� poice or income of the purrbasex(-� R Eur_-_RQn_kAffmdha_bleH The initial net xerit. for ead-k rental h ' unit for which Owner seeks olis"19, qualWeation for the purposes of this pr,offer. 6 Affordable Housing Uai -ishall not exceed the then-c a� ap�' 44 ca ��n ved pi":�Ae_t rent raxe ppro by the Albemarle County H"aing OEBP� -eacl� §#bspquen calendar year, th;� mon , ble Housirig: Unit max, be iacicased up to pet rent for. eac4 For­�Fxnt:Affbida 'Purpo 4�netxent"� means that the �P, of 4* proffer 6B, the- term three ptro� '0v r aid 7 he; req t,that the renvstor.such x - ,erif.460 not renam-r... i, �Vrl - ia4udr rents -ft Aft- a6ie k 9t ex ted tht, maximum, rca% )z such F or,�R-tat . 6p. ;1Q.tisog V gi a c AS p4ragra a fwtl (IM vears follo the �Ph 6,:0 �hzu apply this r a 2- W-0, P1, C W* 4b dai� the cerdficat�,, ofpmu .ancyts i§supd�bv et tv lbr each For -Rent AffordabIc Housing'Unit, or until the unitsare sold aVlowc�rrnpcieiate cost units �qualifyi ydpg as i�uch undtt eittier the Virginig llousing Development I Authority, Farmers Horne Administxation, or Housing and Urban Development, Section 8, comes fffst (the "AffordabJe Te='�- (24 -CQ &-af-Interes � All Oeed$ conveying aest in the Fox-Rcut. UfQrdab1c any MV Hous Units dining the Affordable Tem shall contain langaage reciting that. such, unit is subiect to the terms of this subpara _h III 94� Ajl:coatra�crs lit"g- to a cn�4veyaace of any For -Rear Affoolable 146tis _Unl�� or. any -Part thelwt the Affordable Tem. shall contain a coraplOt #F4.� re �of tht'-le's, MMM. Page. 8 of $ SH 0 SCOTT R. COLLINS,Z No. 35791 %t1NXAL !�to AV Alk z Arm, LLI X 0 a Alk to =3 =) W1 in p U Lu in > LU Ul LU 5 A te M I a N ­i I iwi � !`Bl JIM 5 I ry Ill Ld z 0 x Ld U) Z 4- 0 CL x W W :3 0 0 2 0 E 0 0 C.1 :_3 0- 0 0 CL MR. M I � 0 M 100 , M MIN. _j _j 0 0 0 E D 0 0 JOB NO. ,11206 =4 N /�A - Md 0- SHEET NO. (D om M 0+00 1+00 2+00 3+00 CROSS-SECTION #3 M&I umm 4+50 MA vi Wei' 0. kov A F, ig OAF WON= IN: ME LWqiii -A,IR GRAPHIC SCALE 50 0 25 so 100 IN FEET) I inch = 50 ft. 200 3 k7—IINEEMEMENEEN LU67 k 0 a I 0 cs .0 Ln 0 5 !of LU -4 E 0 . . . . . . . . . . . . . . ... �i 0 K . ... . . ..... • o 0 0 J� 0 E Z 0 77 Li 41 0 2! • E • • 111 105 NO. 112066 . ......... mo t.Wei q jL11ILRIR -0 � x � • � • IF' j; y, lj. � !" :�; a :Ili � ' -. : M M i i• x a f } ME IFEN 1_xAaMfflLVj VIA > • i x ! 1• : t _ r - r IF Ir .s + • r a f k - x °II 1t 'It-li=� i - l • •.as Faf ^, a aT� x' c aa« '�se�,-=! a �,. t� �.'r a' r: .�. a y.;. •:�. . ;.a -� . ate• a^. ..A s. - .: ,::_ wT ' '`'. , ry 'a} +F w.', f ; - � 'x. f � �+%.. '� : k'... c f 1•.. 3 » , • :, f ti. _7 i- •: 't 3 3'• mum RPM 111111 ST PIPE CMVMS 12" �CIRCULM MD 23")VI4111-53"X344" , AL, PEES . VROM IDEPATtTLRERT OF 76tA FCATArOf `1;D1.01 C4) 1- (25..) DIA HOLE- 27 1 /2' DiA- 1 1/2- ON I �' (B34mm) Bv, _ ] [38mm] BOLT CIF. [699mm 26 1/4' DIA- r 7:, F [17-1 26 7/16* DIA C� [722inm] 116mm] 36" RA d 26" [914mm] [660mmT 1 1J2" Fi1ARt5E=CTION 13/76" -� [3Bmm] [20rnrn] 2' Olmm) LETTERS T- (REGF55ED FUUSH) t't 25mm) qa l� l �`4 f� [79mm] 113mm]-"� 3 73jT6° 22 13jt13" 2 1/8" - [97mm] [ 78mm) ---> [54mrn] P 25• [35 �m] 9/16" O.D. OFRGKf GROOVE [t7mml [14rnml SECTION VIEW 1/4` (6mm) DIA CAM BOLT y- NEOPRENE GASKET SEE ASSEMBLY DETAIL - - (2) WSHR 1/16 X 5/8 X 1 1,/2 RUBBER PART# 00981M �,yr (2) CORED IBoo, 1 5/AS" t (2) BLS HEX 5/B-11X3 1/2 SS MORBARS [Jmn'1]24U0 -� �41 mm] PART 00991250 C6mm sS DIA. sTA NLEss STEEL Rol t fr C21 'WSHR 518 ID 1.5D OD ss PLAN VIEW Ile (29mm) DIA Boss [t:5mn1] PART O14813913 PICK RAR LOM.UG HOLE DETAIL � NUT FIX NOTES: -PARTO0981284 ti ZN NYLtK i RAMIE Fi COVER. 2 NUT HX JAM 5 3-II ZN 1, ALL MANHOLES WITHIN 700 YEAR FLOtJDPLAIPI OR LOCATED IN AREAS SU@,:EGT TO F100RIN% SFI AIL HAVE WATERTIGHT F () / 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. 'PART' 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR MA LIAR ASSEMiBLY_ y y� 'g' y� �p (2) 1935R LOCK LUG TYPICAL WA/ �-IRTIG 1 (SHORT) PART& 00193585 MANHOLE FRAME & COVES LocK Luc ASSEMBLY -- RT,5 FIG .51-E - T -30 -_ NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN "m - 2' TO 10' (27C)`} 18"-22" 7 CU. FT. ALVE BOX R68 STONE ' 6" GATE 42"MIN .: VALVE _� Ned. yjY X S TE ' TEE 2500 P.S.I. CONCRETE BASE AND THRUST t °eD®I' "mr• BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE----- WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FiRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED TIN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTATED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE: IN VtET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIDE HYDRANT ASSEMBLY DETAIL N-T_S. FIG- W-4 PAY£ID � SEN -M04V A LONGITUDINAL PERFORATED PIPE TYpE �' PtwE ORtYsi�t4�f �iftit+lOTld K V.T i" tom,#, DIA +EFE1R SMOOTH W&L PVC .-03 , C TEia PE 36"+� M-�b� SEE t1CTE a - . GL �6� a aTON� RE ` 4T. NON -PERFORATED OUTLET PIPE FOR USE ay UNDER C+LiMMERCIIAL ENTRAWES AND FOR OUTLETS CRUiFIG STRENG?19 c P tEDiOEt3Ex1 TY aF' gE1i.T 4 lRCMi.DINE i£R PAVED SHOULDER SECTION SbOM WALi. PYC u)a (FO VIE WIT STAKIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH ;WALL' Pt 70 PS xxx e.NWERDFUM SIWJ,_Le CENrTE1 m W4OM RAtM AM CAITTCR. -x WALL. THCKWSS am - *KWS ii)(H TESTO t) TO ASTN 0-2412 Al 0 X DEFLE0..TR�I, GE@ D?ItAR•T FANG - - {4 1'-GY' AT T)P'i r pp ' - SEE NOTE 4 Ly?t N t AYET4 -EP.. ML#N LA#£ F i4 A }i f Y Ct3NEM461i Sl4iSA5a LAY .. � "- _.... ..._......_ .--.. ' 4jTE 1 -' E �aTfAE9'D. + 457 O MTE. #F8 AGGREGATE OR L ikS p / ST`D. VD-4 RE010. :+ASS td€fTsiG �D dR+tOATDi'?IR giJ$gE�t€t4T. rp�/ CURB AND 'CUTTER SECTION (FOR USE WITH STARIL IZED OPEN -GRADED DRAINAGE LAYER) (/ � pAV�IY NOTES' Es EDGE A+ IN GONE AREA' f, 4WAWA 0. PROVIDED ATTA'e' 4" of 3Ge M"-tE, ON TOP 4f PPE -OR 'IYeF.:N Ti9>y' LONirX lVKAL PS'E CS€ki9F..CT3 MiECt!_Y INTO A iDRAWS;E STRi7M R . - .. -. ... ..... ..... ... .. .. ., -- ... . a"Op :.E7, Rim*"E.. ECT.?, t WOE" NFATZIM SPVT ET PIPES NiQ'T MOWED. 3. W4'.fERT ELE'VATI4Ni AT o EW OF QUTLET PPE TO t1E A Mil'O i8ME OF 1•-W, A943LE A+P RT EL£VAIM RECEN NG O WHAGE DITCH OR STRUCTUM $. ALL CdJPlEC;TiQNNS rEt.AriYM, 5YY}JSr ETC.i mom PAY. tMTS Fee OUPLEr PIPE I . TQ M OF THG W � F 611tI * T� GS LFT PIFC, i�A � U W �'> {N7i 2'L ill, r3X IJ£ R.°T9..i;> r AT}f. :?aRNi LEA �TM $YiRY' 35ri'biA7tifdEit [ #6 "OT1 � ON f? ANNi- . CRT 8 BE PEE TO $EWIMLY' 0QtMCTW T4 EW-V M OTC pm TKW AGQIEti writ! WQATE LLdA I£1) f n rriR RRE� 7. it7troiF,n O�PEWVTEfi - W . T9 LitYEitat ( i'PE T1 DTY C CT I 1 RIM -12 SHALL I S,tANR:f?VE RC1AD'dYYAY 5 T'D. Cif%# IPP� 'fW�t$ T?� 1.t�Y,'i 4F $7 Y- Tc !T� : .'tX1 MiOtRE I'tINS.' Y-C7^ TCD P)=RMFT 7wAt,#EiPR.Yi`.,',`�C`rii?id # T IdF11t !,.&�' Ltii _ TT) u, GU-f"1�qd 1'i»'R'tYS y COMiAtER�. Et%TRtDiCE CURS i,"E�WXL .. ..£rTfERtipEC3"aaOME _ HE =REWORAIE 8'. W SITUAl&A AllfN FULL 00-TH OF STAWOM OFFAt-4N%Ag7E37 MXTEftr CAWiitOT rAAINTN*+ D iA'✓ryEiR CRM Q AW WTTER, M. AGGREGAM SMALL K !fS#,.,, ( CURSX40 I wrtm- N4'Y. 2T'8' AG.iiiiE '+� 54tY A} ���0.��a1�? FitOM 19F (� �TABPk.t2.i 0 OPEN-U.R�CED MATIf#3AL LAYt�AND' CURB AN41 i'Fd 1 1 Lf1- .:..NVCQ - CIFICATION STMDARD PAVEMENT EDGEDRAIN iaeamt>ENT raatsaTATrrt .240 Mv�?csr�a Y Tytsiptf DATE s 70if PLACE 5' GALVANIZED WITNESS POST V41TH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS Q AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE -1 M.J_ GATE VALVE WATER LINE 2500 P.S_i. CONCRETE' 2'x 2' BEARING AREA. THRUST BLOCK d Q NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 36'MIN 2 4--' 8"MIN EM13EDMENT SPRING LINE OF PIPE NO. 68 STDNE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER --HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,ALL PIPE) NOTE ].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 NSTALLATION IN TRENCH NTS FIG. S-3 TO-32 Asphalt Pavement Restoration D tail for Open Cut Utility Installations Mill & resur aces Mill resurface R `-' Save -cut existing pavement to th e full depth of asphalt 7.5` total as ph all fit' min.coRcretepayetnaDt /Asphalt Concrete Su face Material' pave depth Or tD Me depth of existing II :Ii I a sphaitconcrete, 6` min, III II whichever is greater 1.5'rrun. 10'min. ,/l ,lfr ��,f,�rp/ Subbasecoursedepth u, 'fill/�1 shaiibe 10"oeequaito f r f,/,ff�, depthofexistingsub-base, l��rr/ whicneveris greater 12'6encn Horizontal andvertical surf aces _ 12'Benctt shall lhtetackedwithRC-2550liquid Min. NNr Min. asphaftata rate' of 0.1 gallon per NOTES: SY of as deteunlnedbythe district administrator's designee ' Asphalt Concrete Surface Material: SM-3.5A forADT < 10,000 Select Material Type I with mininhumCBR= 30 SM-9.5D forADT } 10,000 - The districtadministrator's designee shalldeterminet1he Giassi backfitimaterialinaccordance with Section 302 of the Road andEls dge rest¢ration requirements for other pavement types. Spedncalions Trench width and pipe bedding shall be in No, 26 or 27 aggregate pipe beddng in accordance with VOOT Std. PD-1 accordance with Sections 205 & 302 of the Road snd8ridgeSpeGtt tJans _ =x 12 in di es minimum Deyand Me @doe of the If@ rich On longitudinal open Cuts, or25 feet m1filmum Deyand me trench centerline on perpendicular open cuts,_ or as determined by the distrid administrator's designee, Date: August 27, 2014 GOOD FOUNDATION MATERIAL ROOKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE - FOUNDATION IN POOR SOIL UINDER-CUT CONDITION UNSTA SOIL INITIAL BACKFILL 4'lM114 MiN MIN. #68 STONE LAIR FILL AS COVED BY ACSA ` A� STABLE' SOIL OR ROCK NOTE : 1. N0 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. 1THE 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 MOTES: i. 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 27 (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2 MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 X 4 MARKER I MAIN LINE R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 Not to Seale COVER LIFT NOTCH 12 3/8" WATER J 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't METERS NTS FIG, W-7 NOT No DUAL SERVICE SINGLE SERVICE Note 1) SADDLES SHALL BE USED ON PVC PIPE. 11/8 @ENO CCI TD-13 '•-MPRESSION x 3/4" MALE PIPE COUPLING 'PROBED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES CR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' I i° MMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHME AN IRRICATIDN METER 15 NOT FRONDED. r-• CAST IRON LID TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1 " METERS) NTS FIG. W-6A TD-10 SEE in CURB AND GUTTER $EDTION I,p TO ELBOW LIP TO ELBOW. PIPE . PE>1:irIiATED S' EL PPE IS PhATO C4ISWOITION -, PRIMARY DAECTTOtt t ! WlT.aH4t3R£+tD-ATE _ 6Y,4TERR.FL*�! LiR.MR'1,AtiE.'FA - hI04'M PEiIFORATEU OLITLET £ tTYFWAL) G 9 4 PC, TOWN #fi' WYE toCOVION PAf LRATS FOR C-(t" UM.P Ti�Yk7YEtT #5" DEW EW-12 (TYPIGAI) OUTLET ICE No SC&E STANDARD PAVEMENT EDGEDRAN �+e roN4 IROM .AN D Not slim 3,! 240. SLEET D OF F IgEY#N DATE256 1138.138 A DeARTIAW OF TRPNSP4R502 TAT" . CUT ... - _ P'Vr.NEM4EttT E'G1P 91 MA TRAY bYt3Nl f P#RE TO haE 8E wtYfi #5' FILL .T L EL+D(Tvl„ OMBNATIDN UNDERDRAW DLL-1 AT LOWER END OF CUTS Ewa. A CENTER LINE SECTION Tii16YEt 5WTTH TYPE 1bf;LECT M(ATIERI&I TRENCH PLACENENT FIDOF DF PAVP.IFW PAN, L"I's Fort OUTLET 81h>. TO .r' C i" A"�•-,e :�, PAVESsPIF S;Nf De .:E ICE LIP FILL a t sa 6 cs ea c rs +a "BASE - �-f - '-'EW_2 -ai'3c'"-'®g o a�sr a'--a�a 4-.1�4 ''•�.e®.•H SEL2GT Mik"IAL TYPE2GRU rT"fPlG+t15 *67.0060 EGAUE, MID #GGR63ATE OR cf;k .,90 r - Ci.�! 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