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HomeMy WebLinkAboutSUB201700199 Plan - Revision Road Plan and Comps. 2018-06-11WVAT_ffk t OWNERS: TMP 0561(o-oo-oo-000A2 (PARCEL SUBJECTTO PROFFERS) Sheet Title FOOTHILLS CROSSING INC .. .. . 321 EAST MAIN ST, SUITE 201 T CHARLOTTESVILLE, VA 22902 --------------- 200---------------EXIS77NC ACREAGE::1 .841 AC ----- pp}--- ZONING: R-6 DEVELOPER: RIVERBEND DEVELOPMENT, INC. NOTES & DETAILS 455 SECOND STREET SE, SUITE 4o0 NOTES & DETAILS CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING ROAD PROFILE 20o GARRETT ST, SUITE K VICINITY MAP CHARLOTTESVILLE, VA 22902 PRE -APPLICATION CONFERENCE: JANUARY 23, 2012 TOTAL PROJECT AREA: 2.85 ACRES (TOTAL PROPOSED ROW) PROPOSED ZONING: R-6 ZONING WITH PROFFERS (ZMA 203,6-05), MANAGED STEEP SLOPES CONNECTOR ROAD LANDSCAPING PLAN (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 a RECORDED PLAT JULY 2o16. TOPO FIELD VERIFIED FEBRUARY, 202.7. DATUM: NAVD x.988 PROPOSED USE: CONNECTOR ROADWAY EXTENSION FROM WESTLAKE HILLS TO FOOTHILL CROSSING NORTH PROPERTY BOUNDARY SUBDIVISION STREETS: CURB & GUTTER UTILITIES: COUNTY WATER AND SEWER FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE PER FEMA MAP ID 53.003CO235D DATED FEBRUARY y, 2005. WPO STREAM BUFFER: THE 100' STREAM BUFFERS ARE SHOWN ON THE PROPERTY. THE PROPOSED ROADWAY CONNECTION TO THE WESTLAKE HILLS DEVELOPMENT SHALL BE LOCATED WITHIN THE zoo' STREAM BUFFER AREA. WATERSHED: LICKINGHOLE CREEK WATER SUPPLY WATERSHED AGRICULTURALIFORESTAL DISTRICT: NONE LIGHTING: NO LIGHTING IS PROPOSED WITH THIS DEVELOPMENT, PHASING: THE CONNECTOR ROAD MAY BE CONSTRUCTED IN UP TO THREE PHASES. BURIAL SITES: NONE OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCES AREA PROPOSED WITH THIS PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE CONNECTOR ROAD IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED CRITICAL SLOPES: CRITICAL SLOPE DISTURBANCE ASSOCIATED WITH THE PROPOSED ROADWAY HAS BEEN APPROVED WITH THE FOOTHILL CROSSING APPROVED PLANS, AND THE WESTLAKE HILLS APPROVED PLANS. EASEMENTS: ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. Die ch mill L Pf fi- I to CONNECTOR ROAD PLANS WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALIE: 1" = 150' LEGEM EXIS77NG CULVERT CUL VERT DROP INLET & 57R'UCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EARTH DITCH ... AROTT 3 wn-d�w.. DRIVEWAY CULVERT Sheet Title BENCH MARK .. .. . CLEARING LIM1 TS T VDOT STANDARD STOP SIGN --------------- 200---------------EXIS77NC CONTOUR ----- pp}--- PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION NOTES & DETAILS TBC DEN07E'S TOP%BACK Of CURB NOTES & DETAILS TIB DEN07E-S TOP OF BOX ... AROTT 3 wn-d�w.. SHEET LIST Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & GREENWAY DEDICATION 3 CONNECTOR ROAD LAYOUT PLAN 4 CONNECTOR ROAD UTILITY PLAN v CONNECTOR ROAD GRADING & DRAINAGE PLAN 8 NOTES & DETAILS 7 NOTES & DETAILS 8 NOTES & DETAILS 9 ROAD PROFILE 9A VICINITY MAP 10 DRAINAGE MAP I'I CONNECTOR ROAD DRAINAGE & UTILITY PROFILES 12 CONNECTOR ROAD DRAINAGE CALCULATIONS • 2000' a CONNECTOR ROAD LANDSCAPING PLAN 14 PROFFERS a .11 SHEET LIST Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & GREENWAY DEDICATION 3 CONNECTOR ROAD LAYOUT PLAN 4 CONNECTOR ROAD UTILITY PLAN v CONNECTOR ROAD GRADING & DRAINAGE PLAN 8 NOTES & DETAILS 7 NOTES & DETAILS 8 NOTES & DETAILS 9 ROAD PROFILE 9A SIGHT DISTANCE PROFILES 10 DRAINAGE MAP I'I CONNECTOR ROAD DRAINAGE & UTILITY PROFILES 12 CONNECTOR ROAD DRAINAGE CALCULATIONS 13 CONNECTOR ROAD LANDSCAPING PLAN 14 PROFFERS UF TOTAL SHEETS :vyj,,`••y� I =: 0 z of LLj Ld z Ld 2 0 0 L v 0. 0 Q E U 0 0 .. —RAILROAD EXISTING EXISTING RAILROAD' T f T I- — — — — — — — — — — IIP; 066q -OT -00-06200 VN ER: ROUTE 240 HOLDINGS, KSI -0 ..... ......... ..... R,EAQ !E: 1,80 AC UU NG: 'k-6 RESIDENTIAL i .. ..... ROUTE Z40 LL6 C/O REDLI(R7F­` 262 f �1075 MANAGEMENT OR MAIN !�TROET I-4� L f — - ------ AC STRY GHTIHEAVY' *IJU. ACREAGE; HILL TOP I REE: I DBIPG; 20121352 ------ ----------- RESIDUE PARCEL AC. f 0WNER: ROUTE/240 HC IAC ZONNG: L1, ACREA4E,. P-07, A I ZONING: GH DUSTRY bB/P: �75 TIN /,L26 1384 I..... .......... f . . . . . . . . . . ... . . . . . . ... IIIIt 1:,� ........... EMEME N T �x ... ...... IP .. .. . .. . . 100' RE/ 056A2*1 IIQTAL,11� I:.,Wl 52 IVI 00 III7 r ......... .. b .......... . ..... ..... . ..... . j ........... ............... ... ... .. . � AND TRAIL SY'S" APPR�VEQ SEWERESMT T� rEM INERSASSOCIATIOIN, INC ......... .. 116 HOMEOW APR GE- '�4 SAC OWNER: EXISTING RIG� 4 . . . .. ...... Ow JIM-Br�-M B"DS C C Omo�� ITMP: AltLh ACREAGE: 6.611AP __TQ BE ABANDO)NED T4NDUSTRY,' ZONINa, R6 PBIP, G\ 7 .. IfII. ..... ... .......... ........... ..... .... w4 0, URf1t IL IPROPERTY LIN .......... 'IF — IIIA:: I of — TH 40 SCOTT COLLINS�� No. 35791 _�7 IEXISTING TREELINE __j .......... (WOODED ARE:A ...... L9 EVERGREEN AND OWN I(y) V1 1z I HARDWOOD TRE, /J� A III0) TMP -56,5713 1 I0-21 AC 57B1 TMF� .. OWNER ....... T 'a, " H, LLC ERTY LIN .......... C r. ........ Ct) ACREAGE: 93i A G R-6 ZONIN SA' i CZ) Al D60G: 47871565 'RE91DUEPARCtL .............. , NN jACREAP - - ----- 7 IE - 3.68 Ad IEX. SANITARY 0 STING CONINFL; I UK _j qk*ER 06A2.04. SEWER ESMT. OADWAY TO BE I4STRUCTED WITH N IIII.............. Ui ... ....... IIIU-1 'ING FOOT �TM'p B 56�57 05601 -00 0 7 E12- TMP 0-00 3ING - PHASE I4 6WNLR' DAILY, EDMUND J & CHRISTOPHI;R -&,QYNTHIkDA1LY_DIdANIO IAUKFAGE7 1 1.n -AC IIft ZQN IIty TMP; C56A2-01-00-0r2A0 D61PG: -47#7/54 IRESIDUE PARCEL ACREAG EAGE: 11.67 AG . ...... OWNER: CLAUDIUS CROZET PARK, ING 7.25 Ak C ACR 1001 STREAM BUFFER IPKUPOSED CONNECTOR ZON RURAL EXISTING DBIPG. 15361408 IROADWAY ROW IILINE PARCEL EXISTING CROZET CROZET CONNECTOR U TRAILHEAD ]b PARK NTY AS P, ES)­TO-BE-DEDI_ c ILL! 64 PRPOSED-QPEN SPACE "I" (1.7aACR- CATE ALBE"RLF ART OF THE"GREENWAY EXTENSION'. THE DE TION SHALL 6U 'PRIOR I TO T HE' RECO ,OCCUR _RDATIO1NOFTHE2oTH­D ELLIN �,, IT IN 'qLENRqOK-!�yBD'IVISION. SEE PROFFERSTORIURTRERDET)AIL W Ul"CLASS B TYPE 2 PRIMITIVETFAILWAY TO,-- IIILIJ B' INSfALLEb-ALONG THE GPEEt4WAY IEkI§`TI'Nb CROZET to TRTHESEPLANIS Lij RK 19 44� y EXISTING CLASS A TMP-. SKM F OTit L F_ II0 ; SSIN 40 PAVED TRAIL CR U) TMR� 069 ER;- IC 219 EXISTING TREELINE �EMENT E)USTING SANITARY SEWER IWPG!� -23a71431 - (WOODED AREA WITH Li 1997 PG.235 EVERGREEN AND DECIDUOUS HARDWOOD TREES) IEXISTING SANITARY SEWER EXISTING TERMI S OF TMF; ICROZET TRAIL AND NNER: FRAZ . I�R, GEORGE S ORJANIE E 0 IACREAGE: 2XII Av . ..... CROZETPARK ZONING: R-4 G: 94W17 GREENWAY TRAIL A, NOTES:1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED 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 ROUDABUISH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN MAY 2017. Classification Min, surfatce Min. Design C1 N08'42'07"W requiremeints width alignment Class B — type Earth, mulo,,h, nough to 20% max imum I primitive or stone dwst mark the grade (this 1,q a nature trail location minirnum impart naturc trail) ZoNIN��: K-1 A, TMP: D O-D480D < < OWN RICHARD LLOYD It ZONING. R-6 DBIPG, 66MID ACREAGE: 14.94 A ER: H 14.94 AF 56 fiG 50 2 1) 400 ER: FALBEMARLE VyE__Q I3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED STEEP SLOPES ARE LABELED. 4. 1 00'WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE At RFMARI F COUNTY WATER PROTECTION ORDINANCE. CHORDBEARING CHORDDISTANCE LINE RADIUS LINE LENGTH C1 N08'42'07"W 208.55' 570.79 208.56' C2 NIO'25'22"E 469.14' 469.5 491.24' _C3 N47'20'56"E 27,57' 1 87.5 14,34' �CREAGE; 1.08 AC ZONING*. --PRD- IDEVPG-. 4061tO IN b' EXISTING PORTION NE in&h. Ix _� EXISTING STREAM OF EASTERN AVENU TEMPORARY GRADING 0 x I0 fn 0 0 0 2 0 0 0 E 0 V i �c z 0 CL 0 41 0 Lt. z LLJ z ID 0 -C z 0 Z 0 0 z I n 0 z x LLJ V i CD Of Ljj L1j z 0 0 C 0 LU 0 a- W JOB NO, 112066 SCALE 100' CL SHEET NO. 2 BENEATHTHECONNECTOR rii W 4laf 'PL NS. 90- ' -,'I A v, o r7 (GLENBROOK PLANS) CONTRACTOR TO INSTALL A -10"CROSS w/ -A ll,OPOSED2.2"X (2)l2"GV&(2)id'GV 46 V r. OK PLANS (GLENBROOK PLANS PROPOSED 12" CL. 52 Z D.LWATERLINE cr �0 'iNS, (GLENBROOK PLANS) 6 PROPOSED FIRE HYDRANT 12"X6" TEE & 6" G.V. N\ V N SANITARY SEWER BETWEEN M14'� EASTERN AVENUE AND MH I SHALL _V, BEENCASEDINA WATERLINE SHALL BE STEEL SLEEVE PER GLENBROOK LOCATED WITHIN THE NOTES: ROAD AND UTILITY PLANS BIKE LANE A ALL PROPOSED WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. H 2. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON % APPROVED& UNDER SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. CONSTRUCTIONi.PXX Oio CL, 52 DI W/L . ............ . N - -\—PROPOSED AIR -RELEASE VALVE i -EX PROPOSED 8" DI. WATERLINE Foothill -7-, PROPOSED 8" G.V.CONNECTION TO EXISTING FOR FUTURE PHASE I A PROPOSED 12" DL,, SANITARY SEWER X\ CONNECTIONWATERLINE MANHOLE MADE WITH GLENBROOK PLANS PROPOSED 8"x5"TEI: A WITH 6" G.V. AN FIRE HYDRANTFi VP " 2) 12 454 BENDS �:� X" N1, PROPOSED 12"xB" TEE -All WITH (2)-3.2" G.V. AND f 1)4' G,V. an - Z Z A U IN, 47 N, < % % y Iv, 61 N', N' V fill v PROPOSED 3.2"x6" TEE %1\ WITH 6" G.V. AN Z FIRE HYDRANT UP <70 plak, �_y 10 ;gg, is�el V N"N nyw , .4Q, lt EXISTING MH-Westhall-io-3. L}6yp X 10 —17 PROPOSED DOGHOUSEN". MANHOLE C3 \t C2TMw 41 SANITARY SEWER BETWEEN MHC ND MH C:L NOTE: PUMP -AROUND MAY BE NECESSARY AND C-2 SHALL BE ENCASED IN A STEEL SLEEVE IN :X SHALL BE DETERMINED ATTHE PRE -CONSTRUCTION ACCORDANCE w/ DETAIL TD -36 SHOWN ON SHEET 6, �X PROPOSED 3.o" CL. 50 CIP x MEETING BETWEEN THE CONTRACTOR AND THE ACSA. REROUTING OF SANITARY SEWER IF A PUMP -AROUND IS DETERMINED TO BE REQUIRED, FOR ROAD CROSSING Cl 'N CONTRACTOR SHALL SUBMIT A BYPASS PUMPING PLAN 41q, I FOR REVIEW AND APPROVAL BY THE ACSA PRIOR TO EXISTING SANITARY SEWER LINE SHALL BE 'PROPOSED SANITARY SEWED I REMOVED OR FILLED WITH FLOWABLE FILL x CONSTRUCTION OFTHE / I ... v n cl) h, Nun r EXISTING MH- Parksidevil-1-9) rt Ilk /V GRAPHIC SCALE N /Sc,, 4�"jv 100 TIE PROPOSED 12 D1, WATERLINE INTO (P XISTING 12" D.I. WATERLINE FROM W Fl��T WESTLAKE HILLSinql =- 50 -,ft. Z SCOTT OLLINS� 0 No. 35791 '110 PROPOSED IONAL 2211 BLOW OFF &'12" G.V. Lu AT PROPERTY LINE I-,' ul z ,Z F-: 14-N u Z LLI Lij U UL Lij uj z U V) F- 0 • 0 0 w>4 CL ry 0 > LL. 41 173 0 LLJLu _0 JOB NO. 112066 Nra a SCALE 1 lf=501 w SHEET NO. 4 ul z ,Z F-: 14-N u Z LLI Lij U UL Lij uj z U V) F- 0 F- 0 0 w>4 CL ry 0 > LL. 41 173 0 LLJLu _0 JOB NO. 112066 Nra a SCALE 1 lf=501 w SHEET NO. 4 I . , , , 7a� ­ I I � - � 31_ � - �, �_ �_ . I /'�_. � 1�:,,, , - � 1� I �.\ �'.��'_- '. - , I tt:�:� , &�, - - - -� �--�- ,-- 7 � - , '- 'J , , - � . ... I I ,,- I A. , I I \ - . - - .,. � .. � � .. � - , " � ._-�­ _,_-,�-� . , - - � N , I �� � � � - . , , , �, � . � � .. I __�_l - , � , . � , �� .. '' � '. '. . / * - . . .. . . . � . . �, "I � .. I . , � I I .� - \ . : , - - - __� . . I I . 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I - ,,,, " -,�. ­�, . \`,' , 1, " I � I 1-1 * � . . 1. - . 1. � , � . . � � -1. I ''. �'. 1:. -.'� . I � " , 1-1 -_ 11, '. "" I_- I �e � \ � � I-. I . . , . , , * . - . . ­ .:, I .� . I , , , . *.. I -_1 I �:. -----__ -11.1 " , . � . -_ "' � � '' .- ,\ ­.�,.. IN I ------- __ _ ",'. I ­ .11, 1, I \ 1.� ._­,��,`. , .. / ...-11 .. , \.�.-, , ­­ - ­ �' ., . 1. . I .��._ '' .�­, ­ '' ­ �-'-\ . \ - I � __ 1_ I . ., . - . 1, - '', _ ... z, __�., .1 ... I I I ,­ - _� " � " - 11 � r,--.,-.. I .'', � . .. .. I '' - - __1_1 _", , , , .1 1'.'-,_...�­�­.v:­1,.,, ­ '' X\,_ __!:__� - " , 1-1 , . �' - .1 - I", I . �, \ \I'- 7 . . .�­. \.. , - � 11 - ­.!­ ,��. � _\ ,_ � I I ------- ___�__ END CONSTRUCTION AT PROPERTY LI 7- 1 , ,��, , 1'1'� � ,� � - , ... .. .. 1.".,..:., .. I ­ �,_­� `.", - "'. � *-: .. � - . . :"\*.��'.'- ­..'�, -- . /_�, � I ,, 1� 1__� - w_ 1� /I I . - � I ". , ". . " . 1. �: I .1,, ". I I �� � - � "!., . � � � T . .... N� N; - � - hV '. � ..., , ",�' . . �,\ � I -, I r, - _',',,��'. I 1, 1<1 N __?,�_ �--�_ , .* STA 39+19.77; ELEV. 630.85 1. ., , I 1, I 1 1. . ,. ,­�._-N,�'-.'­','­,­ , .\ * _. - . - -, I , -­,�, 11� , . , 11 I , � , �1-1", '' _� .. , .�, ,� . , �. I , � �� 11, - '' '' , .�-.�'_�-,-�'' �;� ... � .1, . . - ....:"!-,.�7 . "..", -11 - - , 11 - i I - I I - '_>>1 '_1 ____ - - 1, ", .1 - � � I . .1 . �.�.. ". .: - . - - 1, �.\" �, - � *. - -'. � '' I � . ,� ''. � . � .. _� e 11 - 1� -11 ___ ­­­_ , I "" 1\ � ­­­­ 1- .1 -,�".�.-��,-�� -.,­'��­' �, �'� - - - - 11, --,, , , �, k, � , I . . I �-�, , I �'­* . �­ - _­ � - \ � -,,-- ""', .,�, I I I � I " .. .. I , _­' . . _� 1, I - - .­ " I", ­___ , ,�­.' - .. I .- V , � '' - , .:,�,-- �'. � � � � . - \ . . , , . I '_ � , z \ , " '__� . � - \ � ­­­­ , I '. ,'- . , I '' - *. .,:,. .. , '," .. .. � � . � -_ 11 --- \ �' � I I __ 1,11 11 I I 11-1 , . -1 -, �.- �.-.. - . ., ��,� ...�. - . ­­ - `,,:, . - .. � � - � - -, ��, .. "� . A - - � I �' " , , ", - _". � � .1 ­\ - ".;-*., - , " * � - . , . I I , . - � � , � - �, � - �.,�,�'. I " - -, --, \ ­-_ " � - I .. I I . -1, . ".. 1< _.., ..\. .. .­-­­ . _-�, - . , t'---.: .� - � -. ,-,_ 1. , I . .A � " - �. I., \11 \1 ,�, \1 � . - I- ,,, . . : . , ,., . _ � .. _., _� - ­ ­. _T� , I. � ''. !,.: X., .'\ � ­­` "Ill ­­­­ �, I'�', �,___, -I--,-,. I -1 . I § \ I" __­ , . �*.- '' . , � � . _ - _ �. , ., '-I'. � �' "-��,, ­"-,,�,, ,� � I'll, � I __ _`� - �_ "I -,--,-, , '\ - . � . - ze \ "I -11 - _­ " __1 . .. .. I '11�_ ­� I , ''I � � - 11, - . � �� I \ .,�, I _ . ­­­, 1-1 , ..'­�,_, _. -.1 .- I - .1 - . " .'�_­..,' . I 111�_, . " �, �, �� "_ ,--- ,,,�,\ '\\ " . 1. , ­­ _11--- ... - 1�.'­.�­,',­,�.rr,,­ - '' , " . I -, - - I I I . 1.1" 1 \ \ 11"� �, 11 __ - � I � � I � 11, _11.", I I k " -­ .. I .. , - \ q ". . �, - ., :1-1 . I I 1. . � . . � . - __­__ ; � � . . �­ .-IL.I..... " , I " I'll I I I I �­­. -11--- ­­­­ _­­­ ,11.". ,_, - I .. .. .... ".: I , -,­ .11 ','- . - . . . .. . . . .: � - . _� 1, , �, , , �", \ \\ I """ '\� \1 ___ ..I', ��, .1 \ . � �� 11 1� 1,11-1- I . ­ '� * - .1 , *1 '� . ... 1�_ ­ "..- / -\-,. -- 1, I , . � , , - - -1. .- .- � 1 � � ) � � ,, I'll . , .� . � . i. ,�. I ."\ ��­��­.­. . '' , , 1, ""­,.,� �, , I \ I \ � � ­­­ '>< '� . . I.. . , ',�� , - k--"- 11 ,� \ I �­ - , . . . - � - \� ­­ " I ,� � , ; \ , . . � . . '. " '- -_ '.." I �, - � I � \1 .. .... I— - lx�'-_,�,`,��<��L-�, _..... � - -, > � , \..�_,,.�...�.:�.�'- . .11 I - I I .- .�.,_ - I __, __j _'__ /, . /,--I , - Z, , \ \ \ \ � . I . I.. - �� ....... __-, �� zl' \�11. \ I , - � 1\ . � �r "I �, \ _'. I . I �;_, ­ '''''. ­_" '' �. �_.' - - - ! . /"-" �, ". ,-,",-,�_-�5,� - ­,� - __'�, \ �, \ � I I " � I -11 ... ... � - ,,� I- '�� ,;_-� I , _. - . . �'�'�`..,_ �'_ -..,.,�.,..-.. . 1. � _.. I— � I k /I �'11_ -1-11-, , " ,r ,11 11 I .� _�, , \,' "', - 1� 'i�,_ '� � I I �� �, _­ � ", -1 ;11. � .. � I_. - I .. � \ � . I ­ - - �,�, I.,�, -- nl 11 \ \ I i \ \1 1, - I -1 "I ­_ ­­­. _­­_ ��,__ ­ _11 , I �:- ,�­,­-,­..., , ­ .. . ,_;;;� .,�-.� . -Irl- I I I `�, ,_11 '111� �,�', &V� 11'1_� " ,\ \ " \ " . "', ; ; - : , * , I _�� ­­- I',, " , " I . ___ - __-, �,�,.:, *., - - , . -, - ­., - . _\ . . , -11 " \ , I" 1'< � � GRADING & DRAINAGE NO ES: " -1, 1. 1, * - I , .- - .. 11 . .:�_ 4. ,-,--.- , 1�1 \\ I I I .. - . \ -.�­­­' - - . , , . ,�r� I �, " 11 \ \\ \ I 1.11 \ \ � a.. ALL STORM SEWER DRAINAGE EASEMENTS SHALL BE VDOT MAINTAINED EXCEPT FOR THE STORM SEWER -I,-.---- ".11-1 1, I ,�,,, . , \ � 'I. - '' _,� \ -111. 11- � . .. __ 1� I \-, ­ " ,,,, ,.�, ,� I �� I � \ , '' , ­�, ..' ''.­ . � �:�. � � ­­_ , '. - � � - IX I 11 WITHIN THE PRIVATE ALLEYWAYS AND THE STORM SEWER NOT CONVEYING RUNOFF FROM VDOT I ... _­.- , .',, _�_ � \ , I '' I'' , � \;-:, - I � :�; . _,". '­ -, ., Alignment: EASTERN CONNECTOR ROAD � 11 MAINTAINED ROADS. THE PRIVATELY MAINTAINED STORM SEWER, LOCATED WITHIN PRIVATE 1-111, 1. . \'� 1'­�.­'�-.',' , I q�7 . � . ...... ­ __1 11 -,"� ,,,,��`�' Tangent Data I - ­', . -,If - - I. - ,� - I - . - ...... _1 \P-11 . I- ,.-, "," . \- _ - I N .: I ., '. - . ;�__� ��,:,� : -.'. !� -, I l'-1- .. \­ - �� . - -_ - .--., - ­ ., 1. ,�_, I , 1-1 11�1� 11 ,� �, I " ipr 11 ( 0�' .� Description PT Station \ EASEMENTS, 15 LIMITED TO STRUCTURES 8A, 8B, 33 & 34. , . . - ­ I . ­ . - _1;1�__ I ­­ . I - "I . I % �1_ "" ,� I io 2. ALL PUBLIC VDOT STORM SEWER LOCATED OUTSIDE THE LIMITS OF THE PUBLIC RIGHT-OF-WAY SHALL BE ___ ., , ` \ , \(-..:_1'._ .. ': ... 1!� -I.------- I .1 . �_ � , �\ S - -1, , - �', Northing Easting ......... ­ - __�-' . . \,\\ , � ''. ..:,. � " -, � �.\ . . �51E _�i,_, 1. , I I ; ,.', I--- � A -, __��,,,,,,,," ,,,, �, Start: , 1� -1 ... ,­-, .. . ,� - . 17+97.5o6 23093.236 1 ENCOMPASSED INA MINIMUM 2(Y PUBLIC DRAINAGE EASEMENT. , ­­­ 1.1.1- ... I ,1 C L . I—_ I . 4, " . I I - 1\ � , \ � *, - ''i \. ­. �'. ._1 - � . M I __ �11 11 .. . , � ­ 1__� , I - � 14729.6o6 . . .. � . ., -­ I I / �..%",\ i47-lo.976 I 1. I'll - �11. ''. i.... - . . \� � . "I ­, , .'' , :��- . � �;� �, ,_', \\A � Z� End: 24+36-460 23731-917 \, � �. , \ I - - I � - � _- 5�_ . *,,,,-- .1- 1�, 3. MANAGED STEEP SLOPES ARE SHOWN ON THIS PLAN. THE MANAGED STEEP SLOPES WILL BE FIELD '111 11 _­­ __1 I . ,�� � - [ ... . � , . . , �11 '..'. ... - . I � \ - '4� SURVEYED PRIOR TO THE FINAL SITE PLAN APPROVAL. �� � I , � . � ._i� -� - ., , I .. , . ,-- , " ,�-- - � �� I ,_� , APPRO. _ -, - - , - ­�, Tangent Data ,� 41�1 .''.1.1 -'.I.- \\ , , \ �' 11'� �. .� , �:� I IZI . - I .. . , - � �� ,�'. . ., .. I. A � I * '­ I. , - \I,- * I �. �� - I I -1 I ,� "' __�, . I _­ I � I � ..�­'.­­' - '.. 'I � �� . � I __ -,,,, . \ 4� ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR .I.I.--, 1-11, . ..... 11.1- "' .1, . � I � I � � , .,...­�"�* �­­ , . - \ \ "", .'., - -'. - .'. " - - �".�� �� �,_,__ � � I I.. I �� .1 _,"_ � --­ _., CONSTRIkTION 11 ` , ,�% ,<:,�, 0111 z Parameter Value Parameter Value � - .;­­ 1, . , I 11. STABILIZATION PURPOSES. �, � . , I � 11 � ��� ��, � ,\�,- %,- "" �\ . THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR -.11 -11- I ­ 1, , � .. �, - \- .., .'� � - � -, -� ''. � -._..�,�,-,,�, 1, '.. 11 , Nx, "",-, r , �, -11 , � I I . - , � I . . � \ � . _:'? . . , .\ EASTERN AVLNUZ ,--r \ , \* Course: , ". '' . _� -� �- . 1'�, . I .1 .. ­ 1. I'll I ?� e . � _- . .,��,, � . . - . , �,_ '- -4 ", ­- - -, , Length: 638 -37C OF THE VESCH. ". - , �, \'. I., . . . , � 5t[). UD _� 1�, � n�l ,,,��,A,,�, .954 N 01* 40'15-oiI52" W , , , - - - � ,-. , I . 1�� , , - - , � STABILIZATION & SHALL HAVE A GROUND COVER SELECTED FROM TABLE 3 , - . N"', 1� I " , , �, A , I.&' ` � , 1, � I � I , , � �, '.,* . .*. , . ", 1� \ � ,"r- I . . .__ . 1� I ,,, " � 't) A ", -\ I - __1 , REQUIRED _�, v , � -, � -1,% " \ �,� Tangent Data � � 5. LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE ALLEYS AND ROADWAYS, AND IS NOT -,. "'. X_ , � �, , \' 1".. I. 111 I , - * I , , .� - , . '', ... �� .1. \ � , \:'� - , . � . " , - ,� 'N ,�11 ,/ . I, � " . .. � . �. �� �'. I ,� p I . I 111 `,�, ON EASTERN, \ , \1 �, � 11 I I I., \ `111114 � � ,� I ;,---- � I __, ", , - t� .. I 1'�, I ., CHANNELED ON THE LOTS. -_ 1_-_-1- _1 111- , , � . - . . , '' * �' _1� I ;�� Iv, ", , _-, ,_�, ","', ,�,�,�,\,�,` �1, , Description P \ ,� " I .1 ­­­ -111111.11.- _­­­__­. / , � �, , .�_ ,.", . - ,--:- -,�,.� ��11,�, ", ,, E� ­ \ `L,� ,\" ��, T Station Northing Easting 6. CONTRACTOR SHALL INSTALL HANDRAILS ON, OR ADJACENT TO, THE PROPOSED RETAIN NG WALLS. . ��,� _� I 1,14rr-, _,,�.Yoh ,_.,,�,< ..,.,,AV � I k.l . .11 - I _, ,�", I Nl� .'.,, \ \ 11 .: . I - \ ", "I, \& - % 1, \ I v , 31, , / \�� I I - ,s,\ 4��-,, � \1 HANDRAILS SHALL MEET MINIMUM COUNTY &STATE REQUIREMENTS. I . I'll-, N, ",� �-, Start: 24+36.46o 23731-917 24720-976 11 � � I _ I I- ., I" �,� , � , X . . , , 1',_\ 7. CONTRACTOR SHALL INSTALL CD -:i, CD-2,AND UD -4 WHERE REQUIRED. ,�"" ,,, -_11 __ � - I � .. ­ I I . . _,_1 \ x \ " EXISTING PLATTEbAOW 11 I\ \ I �1/ I I " , '. \, \ , "" \_ I *,`�, End: 24+68.849 23764,293 14710.032 . - I. - - I �_ I '�j .1 I '. � . � I . I . . ().x .,! - � ... _111, I �, I I Tangent Data --- i � ,I, ,.-"" i %, ,, \ %. "�, _,_ ­_,�, - - I 1� 1, I , I \ \ ,OR EASTERN A IE,NUE� �, �% 11� i ROAD NOTES: - 1� �, �� � .�� ',-. D 0 TO _1Q, , \ \ 2. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD& ALLEY CONNECTIONS FOR ROADS TO ANY ROAD -I--- '\ �_: . � I' % I .�� %', I I � � . - _. STD.�UD-4 \ \ \ \ BE'WIDERZ 11", 11 � 1 i i I 011 "', 1. 11, IN %', 1__,'�' Parameter Value Parameter Value \ '­ . �4, ,EQUI#6. � � 1� \, I \ CCOMODAT�P -"- \ 'A , 1:\'� Course: N 01* 40'24.683o" W �, EXISTING OR UNDER CONSTRUCTION, CONTRACTOR 15 RESPONSIBLE FOR NOTIFYING THE ENGINEER OF . \ �, I REQU ED \ \ \1 \, Length: 32.389 f � I '. � ...... � 1� � � � ROADWAY SE N -N , . �, \ , -I r � \�, - I \ � .�� ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED - _­­ ___ I � � . 11 - .� I , . ON EA ERN I / , \ ,\ \, . I—. � �­ 11 " , , '11:1 . . . . - \ ! ��\. ,,,, Curve Point Data _ 3 1 � ." - . �,. .1 � I - - ­- \ � k I , � A, 1Z "," N, ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB, ROADWAY & ­_ 1,11- I- ­_, �i � . ;;� --,___,­ ,-.,- i I \ '�, I f I -�-, `��,N Description Station Northing Easting , I " __ - . I I I ' 1 11 � . .. . \ I i I , .,,� " � , ' ,- � - . �� \ ALLEY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BE NG PLACED. � __ ­­ / ./� � , A , ' ..� - '' , , \ I I t , I/-, 1�k \ X . . I I , r ,-1111. --111.1 .1111-1 1,� I ,� . - .. 1. � . f ` \ ,�, , " %,, \ I \\ ��.;� PC: 24+68-849 23764.293 14710-032 , 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, ALLEYS, MANHOLE , ­­ ­­-, 11 / I � - .� . � ,,, . \ \ f , � ,.,/ -1, \�� I 11 \ \ �� I I " � � �., / I � �� - ___� _,_ I ,� - 1, I", I � ", _, , I 11 I � � \ \\ \ , RP: 1423-0.244 1\ , i I / 1�vl r . . f i , , " TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURSING, DRAINAGE, OR UTILITIES TO ", "z [I % � If I I � " __--- � ----- I \ � \ I \ , 23749-715 I", � / I � , . , w, .. _� C I . . I ;�_ � - � 11 \', �,�- ;1 ff � � 11 �, COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING � / , / , / . '0' .. : I'll I - `,� / \ \� ,, 7. F- r: 26+ '17 1468i.414 , "I I" / / .1z I � / , , . � ... I � - � '. - � I, I .A \ ", " c " , , - 24.889 239 .043 1 SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR ­­ ­ _11--l- 1.1111.11111-. ­­­­ ... ­­­­ / / . "I - . -z' I ___�_,�,),__ I/ " � I � I I i . \ \' ` ' C' lar Curve Data � "o, / . I , � , ; - _�-1 � ­­ , \ Parameter Value I ­,", I \ / , " � .1 \ . � I / ­,­"� ' I I ­ \ \ . CONSTRUCTION. -_ , / , � � I . .� ,.__�' ; _--�� 1_:� ___11 ,Z I - \ / I . . - � I ,,, �,� ,_ :>�\ 1, 1, I � '. , .1 Parameter Value L, / , I � I., , , I',, ,�'11 I , �,­ � 1\ � / . . , - 11 I . - \ I 11�,\ 1� 11 / I I . � ­.________ __1 " I 1 3. AS SHOWN & LABELED, THE PROPOSED ALLEYS ARE PRIVATE. .1 I / , q8 � . .. . , \ 1-1- I I - ­ ,/ / � . .- � � . I "� ., ,,� _� \ � _1 ,_", Delta: " Type:LEFT - / , .. ., I 1, '� , \ 1�, �­ - 1, ,___._,_,�� \ \ 17* 52'51.1207 1 , __ / / / / ,� " .1 - � ­�_ z , I \ �, '. , " 11" \ / / �, ... �-, � �,_ , '__ I "�r .", 1, I _/v - 7 '' , , , , 47'-,1 "'. 11 , , * � _e�'N 1 2 �6_ " ,`_ -� " ( _. \ I. M. - - 1, w__ I � �- , \ , � " ­,-, - � -, - "i, - NOTES: '_` ­­ I , . �, I . ___� _�� " I , - ", "", Radius- , 11 " j ""I / ,� I - .. 1�" _-1 I ""'.- _­­ v �,� 1� / � I ,,� ;'­ .11 �� � \ ,.,--.�," � V" I-% 500,000 q " / � � ���11' , / . -1 \ i. PROPOSED GRADING SHALL NOT OBSTRUCT SIGHT LINES AT EASTERN AVENUE AND PARK RIDGE DRIVE. � ,/ . . I � Nr ,� I , , - I I .. .1 �', NN, \ Tangent' 78.659 ,,, -.---, , Z / ,,.,,' _____ - 11 \ , I �, -;;�� �,-�` I �_�;�Ilp_ I , , , � I " - \ _­_ / ""', I/ . / - ly \ I \ I ,,,, �v �_ 11 _` �_,` I \ Length. 3.56-040 1 I- �', / .1 I ;1 " "I "_<5 "" \ ,__"� I / ,�­,,��': _1�11 ,__�,-9` - ­ I 11 -,\ \ \ I ". I � "' __� � �,­<-�� , - _�, 11, AA -Ord- ' � " __ I / 1. / " 1� , . � - -11. ., � / 1 - _,� " 11, Mid . 6,o75 External: 6-:149 � i i- �. I I ,\ ,�. ; \ , �',.,� �, 01", � "I I I I , I ,�' _,­­ _-, , -1 ,---; 1� I I " -, " /, �, I / / "I 1:��� 1_111-1- , . � � "I " ��L��'� i "I " .1, �,�11 � ",\ \1 1, � I � I I - - \ lb� I � _ � � I I , /' , / I 1� 11 -1 / / � �,, I ;;��­- �­ � ,:011 � ,1 '� __ �� Z_ ��]1_11 I �, 1`,� \, I /�,_ , ,,�' � / __11-1-1 I "'.11 , - Course: N 3.00 36140.2433" W -1 i . �,� 1, -�- �,,­� - 1. - 11 . I . __ I I _-1 /, \ \ \ "Ill f-1 ,�,� , Chord. 155-408 1 _ """ �') I � 1. I" ____ I I . / , I '' ,".11 ­_ - -, -,- -­," �> ..�, � -1 I I -111, I ., r i i .1 / . I .- . � ,,, ,. _,�_ " " ", """,", � I I '�,,,, TangentData � I " -,-- _' ` '_ APPROVED-&-UNDE , ,114- - � � , , - - ,,�, ", _�, � ­ - I I" �/ - I -,, � - ­_ \ \ I - ,,��- , ,,,--',' -�,' I I', � 'I I / , / ,,_____--�, ­ ---' k I __ , _,�� 1, I . . , - ... 11 �, , ­_ I 1, ::", ,11111 1 .�� - I 1. ,�, / /,I -1 � I "I" ,,,,-' �,: , I 1� ; � / / / . 0 / 1. 1. I .�,�, \ ­­ ­_ P �,­ � -, -1 _ _', - ',,\, M I I DT r.+m+ir%n Newthin Eastinn I r . lre�V TH I - li� I- P� r , ,�', 17 z - � � - , Z , COTT . COLLINS', 1� �_" k No. 35791 11�1_ . V $, k/111a , - (3 1 z FY bi w z 0 - - - I I I ------- - I I I I , � � I i � I � � , - I , - . I I I I � I - � � � � I �_ � I � � � I I I � I 11 � � I ; i � � � � � - "' I I I r " I .,K7. I " 1,, �, ,�, ­­ ... - _,, . 11_�� � '?, 11", � __1`_ ,,�,Ilz � I =,)-%.I Ff' V" V � I ,_ 1, ',��,­ - .1 I ", , 1. I , , � , .." I "I . 0 1 , � , �, , - /f I �11 1, - ,� .1 . - I . " , I I'll ___ ..... \ -- ,, � _1,f,,��,`� . . I � 1--, I " � / / . . I I CONSTRUC.TION -- " \ �/ . - I "I -1-424 ;r / I . t / - K- -1 �,, I \ _� -, z� f , , 26+24.889 2-39-17-043 3.468 ­ " I 1, 1 , , - , - I Start: \ "I I I � " 1�1 I ,�,r " , I N 1, _­ . ' r,��:�' -11%_ %% u - / / 9- " ,� I I I _. '' -1. 11-1 " I - i / � / " I / "I __­­ THILL C OSSING �"�'­',�,,�,, _.��,' I I ­�,,�'? \ __-_ . 1, 23933-747 14675-482 I" I 11 I ­ -1 !',_1�11 - 111.1 ____1 ., End: 26+42.6:L5 - - 1, ­ 'GRAPHIC SCALE" // ! // �. / / 7��_­_, ,1_1 � z \ �1111­ ""' 1"��_­�' 1- - , 1\ 1, . 111� -1-1, 1 96 I/ -,,� " "', I ,�,�:�,_V�_' - - --.1-1 IV - - �.,' -.1., 1� / �� ., ­ 5ES IVIV 'k 1� , ,�,��_- - , ­,,,,,�, -�'] -_ i Tangent Data . I'll . � � _'. ___ I—- __., -1 - - ­­_ - - -, 25 50 11 I 190 I ,,, 200 / / / '-r"_` , ; � . � .. - .. . ­'. - .:. I., - I 1, 7� 11 ______­­ \ , _._,_,­. _-, ­_ - ­,_�, / I., ic_ \�p 11 " _,__,�,�, �,,,r­ I ,I � Parameter Value Parameter Value ­­ 0 'I �/ i / .1 / 11 i .. - I'll'... 17��­ _-'Cl ___�__ ___ ... ... .- ,olot w - k L9 I I 1, .� / � "I .1 �, I . '- --" - - , - '__� � \ "�, / _ ::�---_',�_,,,�;�,, " _�� � I 1�,­_ ___ - " kF I I .. I - _ I 1- , "I" ___ \ I ,1 _;�, �.� -1 \ z o5_8037" W � I- 11 / �� . I �� .'' ....... . _� 11 - _­­ -­�,, �.., "I-,.,, - 1, �. 11 � I � q Length: 17-726 Course: N 3-90 33' 1 �� __ - \ ,,, �. I'll, , - - I � �'11 � I f / / 1. / / _____ ,,, ,­ _­ ___�:_ \1 -.1-1 , 1-1 _ ", � ... I , - _,, I., , ".,�`,,­ -,- ,,, �_ , i M _4 ____ - ! / "Ill ---- ­­__ ` - 11" , ... �_,�,­ � IIIIIIIIIIIIIIIIIIIIIIIII , .1 I � I I .."", . � 1111111111�1 . I / � 11 : I ... I \1", __11- 11 \ , ,��, �', ..-11 - I" ,�, , Curve Point Data I "I � 11 ! I � \ . -, "I __ 1. , - - � - , ,� i k \ " Description Station Northing Easting Ir- � 11 , - I �1.1 - :��_ - � ___­ ­ , % , 1� , ' FE I � � 11.11 - _\ -__� --'- _­____ .- I � �, I I.,` S ­­�,_,-,,­�`-,;�, /1' ) . J % .. . / .. .. .. ;:�� 11-�_ 1��:;�` I :/ .. / \ _:,�',`, � �,�' . , 1-1 ------- \ � \ I - " 1. PC: /� ,� ( IN j ET ) 1-11 \�, f I � I � \ 1�, � I . 1. 1.11 .1.1 ­­_ ­..".-, -1.1-111 , ­��"' , ­­ "' ",11 .�� , ,,�,,,�­ k I ___",r 26+42.625 23933-747 24675-482 z r*-_ \. I I el I � / I , I . . ,� --1111.1" _­ ­ ­ ­�',' . Z- .r, . ''I" " " I ______ \ �", , \ I I inch =, 50 ft� ; �", " - _ __ _ 1_ 1- __ .... . ... � .... _ I - '� co ­ : I , � i . I . 11 ­­ 11 ."_­ - __ � I—, ---. I.-, .1 "I" \ __ �/ � _1� . . � � -1 � " , _111.11-1.1- �, 11 .1 I � I I 1�, E � i � 1. ­ ", I � 1. ­�,,­ I", �.__, /' / �', I I I _-11 - \, " \ ,, RP: 24101-075 153-46.653 11 t � � . ­ �, .'� I \ I t . " _____ " - �:,_ , - " \ � ,�, . / , _­ ", \ - �;, � M I 1k i \ � . � \1, .,.,-- - -1 11.1 __1 11 �� " 11 - 1'�_��"']'­� __� � INMEEM , / I � . i I . 1�1"___ - , , , _-11. I -1--. -I-'- I ,�,� -. ;�L�� , ­__­ ,le I I / i \1, .1. 1�zl , .1, i _ _-1 -1- �,, .,��' " 11 \ PT: 24471-105 14810-383 1� � , ! "� _/ - '.1- _� , �" �,, \ 32+29.8:L6 , ; � I ,,, , � ,1 \ I/,- � : I f I 1, �, I - .11 / -1 _____1_ "" __, _ I - �, I �_, , I � � - ... I I \ I-, ) '1� / � I �_ . .11 ___ ,-'', - -_ - � , ,_ ", ���) \ . 0 �, I �� � � � \ i i i � . 4",� -1-1,1-1- __11111 -_ , �'.. \ `-:1 , \ ---- Circular Curve Data I N 1� ; I I , ,,-_z' ,,�',�' 4�,, z , , _­ I :�,,_ , , ", ,11 N ) I , -1-11,- ­­­ .11-11,11'..". \ i '111," �__,' �.- I - / \, _,-<l'----- , ,,�,�,, " 1\ ,� ,"� ,L'�..111. ". , \11 � "I'll" / I z \ - / 1. ',,- ; - '� - - �P�, f "I 1.1--_ __,", "I _;�, ,,�11 -,-,,^-,, � ,,4. / � Parameter Value � f - � I �_ . � I'*' 1. \ Parameter Value - ,�, I '_1 , I , , 11 " � I I ­ __ . 111, , `i: �, / I i 4 � � z \ 11. , \ i , " - -11 �,�, vi , ,�� . - I- � 1.- I , -,�: �1` ,,� , � , I t � � \ I 1, - - \ " > I "I I ��­- -,� I . I " � ,_ �, 11 c1f) I 1-1 / 11 '­_­�". ,I ,I 11 , 11 � \ I .11 ,' I— I I -1 . 11/1 - - __ � ­ ". ­­ ....... I - ... I I . "� - I 1-1- 1�1­ I I _,.r , - \ __-, I , � Delta: 67*,i7'i7.6536" Type: RIGHT . , I. � \ ' / 11 -- , 4 , 1, 1, �., 11.,� I I , I ,cl I � .1 I _�_ 1. ... . __ " I , "'11-11- . \� .;� ��"­ '. '­. I __­­ � . ',\ -11--l. .1 __1' - I I � /, "I 1, /I ,,"-, ,�\\ ,\' \ Radius: 500.000 a Nr I , I � r, "I 11 I I � 1, ,� 111-1 ­­ 1`1 , . I � I 11 , - ', 11 4'. �­ , '­ ", � -1 - ;- . I I , , 7 1, _­­ ­ � 1. `11. � _i.- ... I I" . � I, - , I , - - , , I � 11--l-1. ___ ­­­. , ­­_ _ I ff, ;�7� �', , " I , I ,<v % � ... � i � _'. * 1.111, ... � __ // - I , 1. � I ­__­.___.___. _____.__.__ � ,�,!�`-.:�,­, ,,.'�;`/ / ,�� . _-11 -, 11 - ­) Length 332 N , , \ - 587.201 Tangent. .754 1 1 - I , 1�' 'a"'w ­��, . -1 " \� ,` ­­­ � / _a' -1) � 1, - - I 11 11, � , , 1/� " ` " -4� " V, ,�' /I 1, �, , \ ,�' Mid -Ord: 83-753 External: ioo.6o4 ". . 1.11,� I / '. � �', � � �'�,,� ", I , � 11 "I, i I ""', 33.023a�'E / '/ ".", 1� , .,-,, , � `­�,_ "" ,qt, " 1-_ ..... . -, . , 1k 1�, '­­_ -, . . /­ , 'I.---,-,----- ,,�, , / CD � ." I , I � � �, I , - - - 71', ; 7", �4� �' ; � , � 11 /11, I 'L 11-1 '­­ _� I 1 / �� > 1�` / _'11__1_,___1_11 7 _11_L"__,i,_*,_.__ "Ill 1�_'_, I I __ . � _."', .,� '�' '). , , C _\ 1�� I Chord: 554-033 1 ,.,` , , -1 1-1-1 -7 ";" ", , , , I I ( �� � - 1- - ­__ -,- 11 � \ -1 __ . I % - / /' ;f"! . , 11 I . I �, ,,,,,, ��, V - -11 � 11 Course: N 3.4" 05' w 0) 11 � ...... I .-STD.. UD -4 1 . ..1-111 " " ��11' " I\ �­ \, � I I ­:­_ I - � ,.�f . ,, - 1-11.11, // �,x � �, � , ," � "I'l-, 1! , / 1�� �'111 ! - - ­Z�, , _ I /I � 1. \" \ "'�L,, _, -1-1-11-- .--_11__ 11, 1__ -11__ REQUIRED -­_ " /-, , �,�,, , � "'� , � �1, Nl\ _i'111 I . 11 ,�:�`�,_ -­� -, " , ___ Tangent Data N . , \ I --- _ I—- ­­ ",,.._r I" I I ,�,'.,.';',' , ,� - .11, _ I I / ,�­ �11 �', , _ 1-1 "Iz I � � ........ L ... - / ��` �," .,�,' / , ""�, �_ , / I? 1.1, .-L, \ � � ."', . % � I ­.. � \ 1-1 11 11 -,�' I", "I 'Y" 1� I I, 11 \ -1 N � � ­ "r � I __ ON EASTERN , I " -, " . � - ,I , f) t '>' Description PT Station Northing Easting - I / " - � , 'i 1< � \ ... __._ _ , ......... ... . 1---1 -.1111- � 1-1. " . I ��', , 1, - - - " . 111. , I .�. I �, J \� , � w < I - -- ""', : --�� , _� \ 1, I 1. 11 _­ ­,­_ I � ,�, I .1� ��, / AVE. ­ I �.",'W' / ,�,, �, � � � ,�"L ��11'1 ,�",� I � I -- - � 11 / " ." I " " ,,,,: � I , - �, * , %,,� ,I � , 11, f / ,,, " , "", Start: 24471.105 14810-383 '� "I 11 \ -1. _ _____ , __ � � �, ". I f , ',� , \ 32+29.816 ,_, ,I 'L. ­­­ __­ _­� ,� -11, -, __ ,­ 111. ­­ I 111� 111� I,, � I I / .� /, " .End: 36+37-705 24745-427 15112-246 - " I - 1, � ".111-- ­, .. .... ... ­,­ I---- I\ 11 � "'N � ,�,` "l- � I/ 1�, _� /. " '" I ,\ ". I - � , � ,� ... r- 1� ­'., . 11,,�'. 11, ,,� , ,11� ­\ 1-1 > � -.__.-1__-- ____ � 11 , "I .r- , I �� " I ,�111_ : I/ ,,., I", ,,, �, , / ­ "'�, t�, ,__ I % 11 I - 11 1_1��­,' , I ","� `�_%, '� / �- "." � I angent Data ___ -1 11 . \ - " I-— �_11 �_��;�,:��­ - .. � � I _,� 'I, " . -_ 1, '� �� �, , _­ \\", - - 1. ,:�/ � I I 1,:�, . � �, - \ I /I "I'll" 1'� - X , ".1 I ��, 11. ��-,��,,, j-_ ''.,: 11.,� , ., w, /' � -�,�',, -�,,��_ I Parameter Value Parameter Value . I � 11 ____1-___ I i &,., I I 1, 1, \ � �\ . " 1-1 \� __­ ,,,, "I'll . I I ­ \ 1, I � � 1. � ,01 � _,��" , , ,�', �u 1, ,_ . � I � I '. , " '_ - "I" - Course: N 470 44'1'1.8499" E I ,�, `v-� "Ill - , '�," " \ -,,, \ \ �', '111 -11- I � � 1-111 -1- ___ -0"',1 ­,­, ! ` - ." '�\ \ , "", ,,- ,%, ,--. i , \ � t - � i ­� - � � � L, \ _,_­ ----,--,. " 94B - I , , ,�,,, ,,, \1, 11_,;�� \ ,-�,,' ,, `��_ 14�� � - ------' Length. 407-889 _j - �11 - \ \� " '_,_ -,, , ____, , I I / �1' � , �11�11� Uj I I 11-1", a )ROPOSED 78'OF VDOT I ,,�� ,,�, 11 � I \� " , 11 I z � I I � I%- i . " � � ; / % - �, "",'\ - "'. N"', i -"-, _� � . I s "�"­ "..� I ­­_GR-MGS-1 & GR-MG52 , 0 � ; A,� . W, ,� �,�- / I '. ""'I"". 1, '1'11S,�, 1�, ,�,, " I Tangent Data _j � ; I � 1, - t" 1. . . P. I ` -'.,-," ,I i , ,, �\ �", � , , ", �, \ \ - - �� I - , " Description PT Station Northing Easting � ' I ,� � % "I' � � � %,­, "', '�., \,� \1 `��,`�___ 11 i -I,,,- \ I \\ --, ',-, 11� 11" , I - BEYOND THE HAZARD, 11 I �,� � , , A i I � �', " , " � , ) - " " ` --'-- I ' - , �,_ , 1\ � 1�\, I ,,', ", I , ,.��', I", ,,- ( , �, , I—-, I ,., ,\ � 'zz� . . � � � I �, 11 11, I I ,,,, " N\, ., .. .. � ­,�,-,-,�"\ [ ff � ... � - I - - I BEHIND THE SIDEWALK / / , a_f // i ," ,. "I � I , afflom > . 1, , I-1 / 1.,,., . - ) � � �k \11 _,_�­ ""', � ` I.-, I t� ;'� i \ , "". ,' 11 �, A,,� " " - 11 / J , ., Start: 36+37-705 24745-427 15112.246 , 1 � , '�, �-, I �,�� "I "`\ " iS663-858 I � �, " ,,, ,� , . " " �� " 11 , ��, 1, 1. � , , , �, L6CATION OF HAZARD (SLOPES >� ", 1 h, ,_ ...... � �k . \ � \ ,� , y-,,, " '---- End; -11 I � I \1 ...... . "',,"., "I I _�, ,, I Z,vl � , ; t -, ,,�,, 1 � , "" , � j 25246.7 i '� 1, 1 "I I �, 11 , i ...... � .1 - \ ' 3-1 wl A FILL SECTION> 7.5', A z ,,,, �11_ � S I ... " 43+83.o66 \ 11 � / � I 1��, - , � I I � , ,1 I ,�, 1� 1� I �1; \ - I I- __ I __ Al� 1, ._,�, I i ��,� ) . 11 _­­­ _ I I � I _ . I I L--.,,,_,__ 1, ­�� "I 1� \ , '\ � \ I '\ ,1 �, � CULVERT AND 2'+ DEPTH OF � \ � I I ,-r--' '_ � 11�_ ) , \ \ IT I �nt Data I I � 1-1 " - I 'I" - I I 1, �11,1,2� 'I, ,, ,�11 I-, - ,j PERMAN5NT-WATER) '. ti-. '� ,,,'� , v ,,.� -N" I '�_, --, - ��, � I \ I 11" � I - /_ \ I \ \ \ �, �",. 1,,� I - -I- \ � I ,,, I", ,,, N 1 �', , � .., , �, " ", , ­, --- �, __1 / I 11 � I - I I---,- \ I �., �:, �,,\ 11 III, I � \ , � \ i v�,\,% : \ ­', .- .�� , \�, `,, . ,�,�� _:__-__ --l"', f e " I _ � , � '_� � ngth: 745-363. Course: N 47' 44' - 0 11 �,_ ___ I ,�j" � jil r \ " " ,�, . " / Parameter Value Parameter Value \ L9 �_ 1� , "I I / ii.8499" E '\ "I" 1--, _,� /, ", \ I I 11 -11 ­ I ,� . Z' ��.� N I,- � 4�,� , � '�� 11 \ 11�, � _j I \ I , � . � \ '" I ­,,� \ �, \ ,_ " \ �, \ 11 ____ ­_ �"\ "N' \­� I" " 1'�", � I \ . ",", ­­ " , 1�11 .�..\ 1� -11 , , \ . I '. _ \ - 11, I , � , �\ 11 - � I , - I _ � , \ , , 1.1,1-- ".1 11 -11--l" \ I 1 " ,"', - -, I ./ 1, I , ­Iil , 1, , ,� -, - I -,-- ", ,,, , / ---l.- , " .'%� - POSED,jrG I I 3�/ + " 1, �_ � �, ",,r ./, --l" - \� -,, � _', EN 3UARDRAIL. C NITRACTOR '\ ,�\, �,�',,, i *� , , - " 1.,�,, I �,\ � 11 i __---`�, , \_1 , w � , � 1110 , "I 1-1 - , \ " � _DOFPRO � , ,,, , _--l-', 1>/ 1-1 � \\ %�,, I " , TO INSTALCVDOT GR-MGS? AT ITS TE I :,�,\. I 1, 1, � 1, I 1�,�, "I"\ I � - ��, I "I -1 . \ " ,-!� 1,� �, , I ) � "' I 1-11"., "�_�,, "j I "Ill""' � - " , ,,, I 11, " \ I � "' - \ ,, 1<__ I ", , , ,,, ­­ '' " " ­­\, , \ '\ , "" � I 1�11� 1111­�, �,'�Z­_._j _­i� 'If, I _______ - �, . , ,� ( , " ,­ 1�", - z < , ­_. _­ - "" , - , �� ______ Z' , - ___ \ 11- , -.1 "I, �_11 11 1'\ ­_-, \ "" BEHINDTHE SIC __ I % k, I.. � / � "� \ '�_�11 , �11_�� ENAL ' � ", �, ,� \ I .1� 1."", T_ I I 1_, 1, - �, 8 � . 11 . ! I", "^ ,�` I �­­ ' 'I- , I ­. - - . N1, '�, -& GR -M6 "I , 1_� � L., .1 I ­_­ 1�',',,`�,_ \ \ \ \ 1�, ,� 1, -, I �. II& 1, " , 11 ,-.--,. ------- � ­__ I" �/ � 0 1 PROPOSED 78'QFVDOT GR-MG5i I , I 1. " . I ", - \ I 1� � I - "" �� 11 ( 'L I ____ 11, 1\ N�l '_1' ., d �kl - ­­­_ --- I - li- I ____________________��__ _____, I � BEYOND THrE'HAZARD, BEH1N'D THE SI1DE. LI, I" I, .. 1-1 I I � " 1'�\ ,,, ", - ­­ .... � 11, ,"":N _�,,�, I \ I , I- .� 11 I ; �1. ,, " - I-- ._ " 1- -, -.1 -�`v- ,'1,,�-, , -1___ -1 "", \,� ,.,-, _,�_�_ . . . � , , .11 - I I i \ "I" � , �- ;,_� , A�,..:� %\'­ " �_ -11", I-` "I -- 4� "' I, I , \ I ", I ) w " ", `I,--,' ... I I ( . , 11. ­,', ­­__ _-1_____ ­___ '. 1\ _ ---, I , - ­�, \ I . - .1 I �, - �, 1, -----__ ­__ `� - '�� . LU I - __ N-1 . ," '11�_­- �_­___ LOCATION bF'4AZARV " I ,d .r., I �, � I \ \ ',,',� ,�,� , --�'___ '___ 1_� I I � ... \ , �, �, \ z _,z �2 , 1'��'L __ _,__ 111--1.1" -1 4SCOPES > 3.1 vN/ A FILL '1< \ \1 I I , " ­___ -, , ",", .. /_ , ". 1-1 I'll, `�_, 'I-, I- _, ___ SECTION>,7, "I � I ,$'AND A \ \ I ,_ I 11 , ,,,, I ,,, 11*_� _ CULVER , � . 1. \ --l- _., -_11-11 -1-11- -1-1 --- I" "'."'1%, ,,, \ I" �LL \,\, 11 I ,__-1 I \ *, :��:,,� , " _�_,__ / , �� I I I\, <.N-- �, �\ \ '\ __ -1111.1 1._.1-___ I-. ,,, ��' \ ,_ N \ /,� 7� .< __-11 "" -, ----_ \ ,,, I ", \ 1\ 1. " � ," � - . %-- - .11 .. . ", ", ", 11, __,._____, , ,�, �, . ." ,,\ \ I _­.. . � I . . � I\ � ,-,-,----- ," I ,\ r 1. "" \ ____.­, "I _�' - , , -------- - - ", . , 1, " / ", 1-1. ­­­', � 1, .1 '_\ k�\ , '�, __� � I - I" - .-"-.,-," .-----I'-- ____ ___­ ­,'<�_ - \ I , , ,-­_ -111 11 �\ ­\ � I", , -1--- ... ", `11- ,__ ,�, N ",\ <� -% , , I I ",_1 '� '. 11 _1-11__- -'\-".,- _____ �". ". 1_,.­� 11�, ­­_ " N��, '", �� I � '1__1 "" ��_, - . ___ , ,� - ,w '� �,'� I 1�1 � Nl _', -1 _'_ .11- k 1, �,, 1-11., -1 - ------ _�, 1_',,� .,� \ �_ % � 1, '_ _- -----7'---- � I", ,."�� \ \ .-z I 11--l-1- _­­_ I -, � _-, V'��, I", "I , ,,, "I I 11 , . 11 -- - - - , ----- , : _-111. I_- *­ ­­_ _ , _., ''. , "I%-, - , >__-, , __-, 1, ��, V, ,,,�, _� - , .�: � � � I , � � I SAkM,fAC1yTY \, , .,., I- 11.1..".1-11 _.____ 1�1, I ...... I-" ". ,� ,_'. I w _Iz� ", . 1, ,�-,,'�,, �,�_\ - I.-,' I" _____�, '_ Q/Srl . I � .-I ,,� ,�, '�, I \ ..", ­­­­ �, ", ­­_ . � - __ I \ _', �, � . 1� ; .�, .1 1_1 . � .. I ____ -11 -11-1-1-1 -.1--- ­�--,,- ­_,_ ____ 11--._ ­.__ X, '-Z­�-, %,-\ I 11- -,-. . � , -1, � -1 __ -1- __-� 1�_, I � I > - - , "'.,_ , I 1 7- � ---, __", _�_ ­_ '�,,�,N,',, \% � -----I" .-Yff �A _1: � � , 1,� .9 � , /_1 " ',- __,_____- -,-----\\, -------- ___ - -_ ­ \ - , 1.1111, 19 I I / ' ­­� ----' 'E_ --'f - - _._,:�, ," ,� L, -q I " ­___ - _\ __-, __ - ,- --I-- __ 1�1 \\' I � - k _, � , _L, , -_-��_�_­, I 1-___ �\""".I!-�\ - I N \ \ , , , 1.1- - _., \ . 1, " ) lk\,� - � �V� I'll --- ___ I , I., , . P, i I ... _111 __ ---\ ­­­ 11 , ,� , \"\ , 0 XY , � __ - \ - -0, , 1, ...... .. � 1 ,4 i, - 11� , I -1 - ,,.,-,,,,,-. -r- - " " ._� , ,\�:, ) % \1 _.�-o \ � �., I � , � -, . - 11 1_1-- ____ - � " , I \I',- \ ',� ?,�,_ 1, % .� . I I ____ __��_ ___ - ­�= I \ '�, "" '1� \\ ,1,1v, N� , __ ��_ - � I , I 11 , \ �,\ ,_ I / I , I �,, - I—, , I I - � � -1 F_ 1. "" �__��� � ==�Z� \ \ - - oll" - ­ �.. , , \11" \. ..\ __ - _,_ __� __­:��__ \ "', \� - , � _._ - __`�,� , .1, , ,1 _� �, , -- ,,, . /I .. 1-1 � 11, ��__ - ,_�1___-_____ �, - � I '�__'_ PROPOSED VDOT STD.,io'x8'HIGH BO)X I � -,7:1$. ___ - �___ - �%,,".\'�, ­_ IN, 11 ., ,,'�, ____�.�:� ___� " " � �'11 �., 10� __ --,_, _ _ ; CULVERT TO SERVE AS TUNNEL FOR TRAIIL I If --l-'. ��.____-_: ,."", ,�� "-" �.�, , N\ � ­� I ___ ­­_ ­ 11 - , _­­­ I—. , "' ,�i�,,� / ­­­_ - / / 1\ __ _%k I , ­­ - � - ____ i ' \ I, - "I ... 1-11-1. ­­­ I '_ -, �_ I '�­% .61 ., ." " .�ro .. � � �� ____ _,­ , ____ ___-, -,,__ 1�:, "I , , ___­ -1 _­ N 11 I", '�­ \ --_ " 1�^_ A - "� - .\,_�� ­qw-'Aft __... ��__� 1�� - 0, ,,"':, ___. __ ^ . .. I - 1.1, , �� ",.-,-" _­­­ __11- , \, , - - - 1. �, /11 / ,-,,, 7, 7 � �­ � __11., -1 \:,"-, ,____ I ,., ,,%� .1 -11 ,,,, .,� Ajjft.­�� , ,,,,, ­ ,� , ". IN ­�, " 41 , _-PROPOSED VDQ � \ ...__ ___�. ______­ � 1, \ - I- \ � -V, \. , 1�� ... I - STD "I \,.-- I , I 1� % \ ,­­ -,.,-,.,-, -_ - .�N ", �� - �, 1�. \ . - "k _( " 11 - - �Sll I ____­___. ­-, - -1 _'. , , � ,� X� ,� -\ - 'y - , .-GRTM I - __�____­_ I- \ _ ., ,", .1- , I � . I �,_. I ,-, /"' --j"., co ", . _� , __\ � -----,,, .... ,_ -1_11 ... ..... � ��, \ \ I �� " I I I / , M -k-, \ I., \ - - 1-1 ff / ,�, , '11, ". 4� , &WE" F6o STD. CD-i_­­� _ _111, I% 1,1.', 11 "-^"-,_, ,_--r_-_ __ _",__ 1__� ` _­�% ------ - 1,�, \ \ I , , "" __­_�,_` 1. ., 1-1-, __,_ - �, �� ../ "I . � I - ,,FEGUIR-ED ,,, 1, , r _ _,___, _ _", ---1. _-1 - -.\, � ` 1, 1. ___­_ I �1� � /11 \ , 1, I 1 _-4-,, 1-1 ,� , - �1.11 - A -11 -_ '\ `­­ -1-- �, � ,,- -1-1.-_ - \ , I 1� , � \ 11 , \ o__1 // / 11.1 �', I "I" - 104 ,-.1 "" -,, I- - "'...__ '11'� 1, 1, _,X 11� V111 "I "I",,\ ,� `%-, .w_� I - I , _-,� I \ % . � ­ " , \ ­ ___�­ _­ _r� ,/' _-.1- .\ \ � "\ " -,,, � � , - _�, - K" 1� --_,�,t,, ,,,, iLULVLE:R _ 11 I �, , � "I NN ­_ -1 1-11-1- _-1-- ,� I I'll ­._­i4�_­ _­­­ 1'\ " ', 11� - "I" �'\­, -, \ �\',, , � __1111�.. __ ,� . ... ... _ .\ �kv ­_, .... .... __.._..1.. ­­­ , ­­­ \ �1�11 , 1� 'Y -1-1- _,�� _��­,_ .. I ",* ----I- 1- :�_ __ _____,.%"__ _-, -1 , \ " �\ ­.� ---* \ / `­ 1. ,�- - - - ,-"- _<�_ , - ---I--- _______ � ------- - _- ____ 1-1 ... ... ­_ ,% __ _ I § / -11, 11� ____ ,�', ­,,�, �% N _111--_ , , - /I - 1-11--l-1- < #-__ STRUCTURE EX F58B, EX F58A, & EX F58 INSTALLED -1- � "I ,, '_ -- ___ � .� (/ , WITH WESTLAKE HILLS PHASE I ROAD PLAN.--- I ** " - - �1 11 + 11 __,% �, ... ,,� ,1*1*� 11 ­­ \ \ `-,., "I " \ , ,� .\ �\ // CONTRACTOR SHALL ABANDON EXISTING ----- - -"-'- ­- - / I I Is - I 11 11 " ,1111%.- I .1 ­_ \ , �� , " ,� ,,, " ji .1 ­_ I - '�:� ..... . ...... r, ,­_­__ .... "' - I-,- - -, � I - " �" 11� ��, " 11� � - �,_�_ '� J, �__�_ - _­ "I __ ______� -­ _-111 _­­ % � 1-1*1-1 " "'. " I ,�\ "I STUB PIPE EXITING EX F58. -'-,--'--, __', EX F58B - - � __ . -.-- � 1�1 ____�, 1111" � ,11 '. , , �'N A \1 N 11. __jA15:yL_ ­ � �", ,;�,'�­ --,:, � 1, \ 1, ­�, - -_ _,___1 "_ "I \," . \ 11 \ I.,,. __. 0 ----- - I ,_­ - I , "I . ,--,- _ --- ,�,­- ­,,�' ­­__ 1. _­ " , � � � � STORM PIPE F6oA . "Il- I., - - �_�� -Aft ._ ------ �1� 11 I----- . ....... I--,- 11 - I - - , ", \1 ,%N, 1� 1 ; -1 \ . I IN\ ,� i ...... .1 - ," " "", ".. . , - *92� -1 ­1_14�1 '_ � 11. �� ",", .., - ____­�_� -,-- ____>___ ­­- -1 1, __1 , �, � � ,,, # - __ ._�_ � � , "' , ��\, \ , - -11-1 -- , , I // TO BE INSTALLED WITH THIS It ..... - -4.'�R 111,- " 11-11, ­_ - ... _­__._ -1-111-. - - I., � . - "" -111--_ � 'k, 1� , ) 1%1, //' PLAN TO CONNECT THE EXISTING STORM SYSTEM TO . '�A� ': ,��, . . - ­_ 11--, "-,---,- 1; I I - "I �1/ ­\ , "', ,,%%1,,., " i � -�, " \ -V � � _­ .I-.-.,--- '' _­,�__ - ': , . - Zel - �� ­­ . --7-1-,___ft_A% � / w / il -- ­­ - , -19 ­ . � I 11 , - / - - - 11, I—- �_, ­­­' - , _� -1- - � -, \\ , I \ I I I V� \ 111N I I - , �� . N, \ I � ��, - " 11111, U,F_ - 11., I i '_ '1� I t "111, _,�'_ ­,"', ... 1 ,-, __­ � I ,_,\�_, " � , THE PROPOSED CONNECTOR ROAD STORM OUTFALL �, I", _­ ­­ I-- .1 I , / / /111 I / -__ "11-11 ­ .11, ­­­­ - � �, � ­.,_ � � f , y , I j \ I I ,� , ­ " -,- , // // / / f __ , "' "I I I �, I'll 1.11-11 -,. I., I., __ I � i �, I/ / 1k 11�_ 11 11 ,,,,,-',, - iihl- .- -1-1--l-1- I ,� / \ / 'I", \ 3'. / WCATION OF HAZARD (S�OPES >3:1 w/A-- I.. __ - -.,> '­ I -­ 111---, - ---I- 1 " i � ,<%. .�� 11 CO / _'11-1-1- --- , -, ­­­ _-_ : I .1.1-", ­__ - %''\ ; I / / I FILLSECTION> 7.!� #1ND ACULVERT). .el/ ­.­___._ WESTLAKE HILLS PHASE I ROAD PLAN" 1- ". L I ,_ i - ­_ ­-, 1,,, N 1 � , I �� 11 e � ,r \ " " , , , h ­_ UBMITTED BY COLLINS ENGINEERING ­�,,,, � - -_ '. I V %11 � i I _1 , - I - � � � i , ill , / / / � _ ­­ 111-1 "" - -1-1 1--l-1, - ---- 11 --- -,- I 11- ,,"" 11.,,", \ � 1 ", I I i "-r � / I I I , ,�,' \ /I 1. �/ I / / / -11 \ , , �� " . / , t � 1 i E - ____ END CONSTRUCTION STA 23+58.:L8; ELEV. 631.650 - ­., ­­ -1-1- ____ I- I . I �, I 1, \ \� � ; "A I I � I f 11 �', 11 . 11 -, - � � I I ,� 11, " , , " " " � I t "I � / , -*- I *)U , ­­­ ­__ � ­ 1, I -11'. . , ­­­_ _-111 � / i / ( i/ ,;�_`f -L 0`11q I - - �11 ... � " ".".",_ " ,,, .. � `1_17. - '-, , , , ,� , � � i \1 f / /,// / / U 14, - i 11 .i � I—- '/ ...... L ........ I_ - ," , ,1� ". .... -1- ­ -11. _ , - �", , "� ,% (1) \ il , ,�, � I ,I MAT(IHLINE, SEE RIGH � - , - ... , , , / \ ___ - -, ,_ , " I "I - // / ­ .. w _'� - ,_111 ,­,,:,---,�� -1 �, -, I ,.� , 11--.1- `� 1-_ -.1 - , -, 1, ; 'N" 1 1 \ ! _ ,ii ­_ '. , " i " � I f � I I/ � I I � I i imm , _ / �, "'.1- "I . ,. _ _11 " " 1k I\- q r I � , \ "Ill , , `�, 11, , -, "\ � ��,,�_, ,� " � mk�_ \ 1\ \ ______� . D MATICHLINE, SEE LEFf � .- �_ tfi co IIIIIIIIIIIIIII 11 IIIIIIIIIII I I IIIIIIIIIII I I ­­­ ­­ �__ __ �_ ­­_ PROPQ�ED 78'OF VDOT GR -M __11/71%, / -­_ - LL -1 , `111f_ _� -- LIJ GR -N HE HAZARD, BE , �_ / THESI ., / ­­­­ / ____ z cl� END OF PROPOSED i _____ / _____ . �_ GUAADRAIL. CONTRACTOR I / � . : /-I'------ ___ ___ � (n TO I�STALL VDOT GR-MGS2 I -4 i / �/ - ��4.��- ITS TERMINAL, BEHIND I . _/ � - A47 / " THE SIDEWALK , __� �_ , . - _�___�j A/ / ,--- ______ =i LLJ ---.-, ____ . / ____ ___ - -1 j olf � . � / ___ < __ (D 4 - 1111- �,, -_ � ., I ,�, ____�_ 0 I - ��_ �� C) ; I VV -z--�� -_,�_ ___ 1 . - __�___1________, � , 0 C, 1_�:��_, 4 1 , � �z w1---,---. i , ---:��- U - I- 1 / / I � I . - I ; / / .. i ri - . -, �. ��_ / / I I I - � ­�, ____ , I t lm�n �_,z , :.� I - '.. - - _ - I - A 11 li - - - I `1 ­�111Q__� I ',�_ �11 " '_� / ; I /I . r - V ,_ _._____-____-1< " ; _� I - I , __ - � . / I �/ If _­�__�_,__­_­� \ / / 4 11� I k I I \ \ � � 11 * I - � / I'' I I / I- I \ I -I- :) 6 2 U) :3 0 C . k: W > a) r^ 0 0 .I -- z z 31 a) w 0 < 0- ,.j � D 15 a ^ L.L. CL ;:- C_ c 400% LU -0 L.1 -0 0 a) 00 a) < AC;44 n AIMMIlk Q� U z -0 A 0 C: Cr. :;� ! 0 Aft�o 01� _s_- 01% (1) LjL Lj -0 AVM%k C eN Q U L.mi � a F_ z CL 9 11 I-- kl.d < 1 , 0 LLJ I In Q) %L� - .F - z z 3: C - z _U AV*4k 0 W 0 :3 k.0) < 'U 9 It 0 � 0� o- 1%ftaw f n , In N.� (1) � %..01 0 '�,:, 0 C z < >1 ",..% 0 N-4 %.,f t r ^ -0 i Q� r_ 0 U*) = - to -N ,-% ne� %WOO k.) LLJ "i �_!: _. A �_ 0 M U z OF It %,j Uj w z _j .J Z _j 0 U .J Z - ,,.% 0 N-4 k.) >1 41 = U L_ (D Q 0 � 0- �_ 41) r"*% . %..0j w -2 0 r06% A %.Ioi �D (1) U. :F Q) � a 0 _+� r_ Q) E :� 0 0 _0 �,_- -0 LU T = �_ Ln .2 0 0 JOB NO. 0 0 11 066 a _0 I C SCALE a 1 11=50' ,- CL SHEET NO. 0) (D 5 a) .I_- �_ Ai/BilrMA i.i_ E TUb.0 - Y l'Y GENERAL CONSTRUCTION NOTES I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION 7-0 ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE ORGINLA DEPARTMENT OF 77?ANSPORTA77ON' (VDOT), THIS PLAIN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL MATERIALS AND CONS77?UC77ON METHODS SHALL CONFORM TO CURRENT S'PECInCATlONS AND STANDARDS OF V9OT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI7H THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED, 5 THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 6. PA VIED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 37-dE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. ALL 7RAFFIC CONTROL SIGNS ,SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7R4AFFIC C0N77?OL DEVICES. 8 UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR ;THE CONSTRUCTION INDUSTRY (29 CFR PART 1:926). 6!,RjV,F 1L .Nf,�?'.PS FOR 1. CONS77?UC77ON INSPEC77ON OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY INE COUNTY. 7HE CONTRACTOR MUST N077FY 774E DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF 77 -IE START OFF CONS77i'UC70N. 2 UPON COMPLE77ON OF FINE GRADING AND PREPARA77ON OF THE ROADBED SUBGRADE, THE CON77?ACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. 7HREE (3) COPIES OF 7HE TEST RESULTS SHALL BE SUBMITTED TO THE- COUNTY, 4F A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED KITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN 774E PUBLIC RIGHT-OF-WAY OR W77741N 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 LOCATIONS ARE APPROXIMATE: EXACT LENGTH, LOCA77ON AND APPROPRIATE END 7REA7MENTS WILL BE HELI? VERIFIED AT 774E 77ME OF CONS77?UC770N. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, W 774E OPINION OF 774E COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOIULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET: 5 WHFJ?E URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN71AL DRIVEWAY ENTRANCES SHALL CONFORM TO iVOT �CG-9(A, B OR C). &. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM TO VOOT ;STANDARD PE -1. 7 COMPLIANCE W777 -i THE MINIMUM PAVEMENT WID771, SHOULDER WIDTH AND DITCH SEC77ONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SMALL BE S77?IC7LY ADHERED TO, 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIWS1ON PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR 077IER REGULATORY DEVICES SHALL CONFORM WITH 774E VIRGINIA MANUAL FOR UNIFORM 77?AF7-7C CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 0774ER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. i 1, THE SPEED LIM17S TO BE POSTED ON .SPEED LIMIT SIGNS ARE 5 MPH BELOW 774E DESIGN SPEED, OR AS DE7FRM/NEL? BY VDOT FOR PUBLIC ROADS 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE ,SUBBASE MATERIAL AT ALL CUT AND FILL 77?ANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 13. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS' THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPEC77ONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH V007 S VIDEO CAMERA INSPEC7701V PROCEDURE AND WITH A WOT OR COUNTY INSPECTOR PRESENT; ROWD NOTA 7S GRA 1. THE LA ST E0177ON OF THE ROAD & BRIDGE SPECIFICA77ONS, THE ROAD do BRIDGE STANDARDS OF THE WRG1NIA DEPARTMENT OF 7RANSPORTA77ON SPECIFTCA77ONS SHALL GOVERN THE MATERIAL AND CONS77?UC77ON METHODS OF 71HIS PROJECT: 2 WHERE UNSUITABLE MA 7FRIAL IS .ENCOUNTERED 1N THE ROADWAY,, IT SHALL BE REMOVED FROM TIME EIV77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 7HE SA77SFAC77ON OF THE ENGINEER J. ALL GROWTH OF TREES AND VEGETA77ON SMALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT: OTHER 77?EES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC71ONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE C0MIS7RUC770N O)F 7174E SUBGRADE: 1?RAINA GE• 1. ALL PIPE CULWRT5, EXCEPT PRIVATE ENTRANCES, .SHOWN HEREON ARE TO BE RCP W IH A MINIMUM COVER OF ONE` (1) FOOT. 2 STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -PI'S) TO BE PROVIDED AS INDICATED ON 774E PLANS, OR WHERE FIELD COND17701VS INDICATE J. 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 774E VIRGINIA DEPARTMENT OF TRAN'SPORTAION SPECIRCA77ONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL ��' EXTEND TO A POINT DEEMED? AS NATURAL WATER COURSE EAVEMEIY 1. 1. AN ACTUAL COPY OF THE CBR REPORT 15 TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC770N. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, 7EMPLA7F AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 77 -IE MA7ERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT THAT THE SURFACE COURSE 15 BE+GINNING AT THE COMPLE77ON OF 7HE INSTALLA 77ON OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE COURSE IS` APPLIED PRIOR TO 60 DAYS, 771E PUGMILL REQUIREMENT WILL APPLY. 5 THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MA7ERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 03 GAL -150. M). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 77?ANSPORTA77ON SPECIRCA77ONS, 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 77 -IAT DO NOT ENHANCE A ROADWAY';S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRU07URES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPAR7MENT OF 77?ANSPORTA77ON MAY BE LOCATED W7THYN THE STREETS RIGHT OF WAY MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED (BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SiOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OFTHE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRE=TION OF VDOT OR MAY LEAD TO THE LOADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 4" TOP p0 4 CURB R 6" q } fi 13" "b q $. . ® d'' 6 4 ' c .a a �' A.. n.a s �I „� STANDARD .. _ 6 ,. NO SCALE Z" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. (5' MIN.) E ROADWAY R I ls PAVEMENT -TI� 36, MIN. CQATES MIN: 0125" AMI€'I, THICKNESS � STEEL STILL NIULBAND O STAINLESS STEEL raSl ac Iw gLATgPg CONCRETE FILL STEEL CHS( I� -+"� �"'- BOTH ENDS 2'-Q" ( 7, OR S` 17' IJR B' e -tI" I 2-0, DUCTILE IROS( PIPE_ � � III` OR 24' JOINT OF 1) I, (RESTRAINED JOINTS)1 NOTE: 1, STEEL CASING TO EXTEND TO RACK OF GUIRID, DITCH, SIDEWALK, ETC, OR A MINIMUM OF 5' UEYONG THE EDGE OF PAVEME9NL WHICHE IEF IS GREATER 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON ENID SEAL GASKET IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. SEWEIR TYPICAL STEEL SLEEVE INSTALLATION UNDER ROAD'OJAYS N, T.S FIG. S-5 GENERAL NOTES= 1. TTE aimcTAXE WNWK SHMa, HE P'liSiYM 6Y MAtR#CAIETY 00114M FLOOR IlY 2 FOOT IN H IN THE DKCt" OF FOESTRI101 IYAefFAiC wrr °rL ren MTECT MU 2s, amm SOES G.RB RAA1P tAAY PtAATfO N404 PiN-ALLY NIiSM RMP FLOOR OR w ttS1tC ' I4lt peFt "Th RARL $ IF ttAIIA ftOwt is PRECAST ,4%0 MUST BE PROY00 FOR 0011EL SAn 90 TTiAT Fl.X9m = C/N ®E eN5r tw PLACE AETLir PLXEYFSIT 47F Pfimmr Pjw FLOW Pimmi &CtRGRETE .btlN t � Aro WOM ?�N�",� FL*l-4 XMAF- MiR0F ' Ei M MUSW C { s ��rr. t�Mp�tp� AND t RUTRA/ O!CI RAMPS 7. cu 'IEEE EMS 9 -m Ur -Al 4w? m it -9-w t AKP"tL R44I E TI#'t THE tTP6W SIE' WAY OF A MeS WAY FOMITY ,A04ESQS1iNr. TMEY Mt 6E t CIC�i[A SIOMN"N'Pki TI NT C 15 ROSW '® As SHOW" CFI PLIAiS OR As 011EO NY �T�T¢gLE�I�TMOOG ,A10 99M WTt*Am @S ,N 88ST E ®EL (WWI FACLIiY 7'tiA �,AN 6E ANO USED !!Y PtCESTRWIL a. MAY er+ PLl�ED 17W fiI➢Uk t7R ix�TTTTa.:r£cToa�s PROX6)EP THAT �31M►,, 7 2" At i?SA4t TIE t M SLOM i8 M 0011 �If3Ht7 TME M C AF OPI AMIS iJa} *�i� b� AVEM�+T Plum TO TmEC4ASSl OF 731E G1Mffi OPESgfiG R4 a .shw As TCC OF CSFB ALkISS • PDjlW&TR%TYPE C TRIIdJt�QE PARALLEL PERPE.?�iCUE AR THE IINEA�IIIi,I WIDTh S ttL K tt "tkJt Tk .5 P05"p4T,L LIS" - L4* 710iliCATO) Dow �a C444T444 ,t 't 4 0 0 0 0000 04 00©4 49 00 to 1046 000044 ><E 090 00000 000000 O Z wx - ox OF 4fA#lYEYER 00 4 0 0000 0 0 0 0 6 4 4Q#4 S'){Y04 tt9S?464 'ANtIA90.E TRUNCATED DOME BETH( DETECTABLE WARNNG DETAL CG -12 DETECTABLE WARNS SURFACE a GENERAL. NOTES s U" NOTE REZiTRA'INED K04T Fll'TIN ,S. ----- F . - - - - - 42" hAinir aufn varnpuaiign �c�auir.I �� ((� :1 , Galvanized Steel 'Seorn, V12 x. "A. (min. size) S ruin. peneiratiers inter undis,furbed ` ` 45, goil or ;.as .ipprwq-,d I;y th,- �a �Jr TYPICAL THRUST 91 -GI -K III, FILL AREA, NTS FIs";. W-313 TD -5 to 3" SM -9.5A SURFACE COURSE 5' BM -25 IN EERMEDIA TE COURSE 9" COMPACTED AGGREGATE BASE COURSE, VDOT #21B DEPENDING ON ULTIMATE �i,!%1✓%' TRAFFIC LIMITS AND UNDERDRAINS SUBGRAD D ASPHALT PAVING - ROADS NO SCALE NOTE: THE 7l." INTERMEDIATE COURSE IS A BINDER COURSE OVER THE STONE FOR CONSTRUCTION TRAFFIC, STONE AND BINDER COURSE SHALL BE INSPECTED FOR SETTLING AND FAILURES PRIOR TO PLACEMENT OF FINAL ASPHALT ALONG ROADWAY, arc in accordance 'vdth their standaids. NOTE: a, ACTUAL PAVEMENT DESIGNS SHALL BE BASED ON CBR VALUES OF THE ACTUAL SUBGRADE MATERIAL IN THE FIELD. 2. THE MAXIMUM SM -9.$A LIFT THICKNESS SHALL BE 1.5", WITH THE MAXIMUM NUMBER OF LIFTS BEING i, ADDITIONAL LIFTS MUST BE PLACED zYEAR APART, PER APPENDIX III OF THE 2014 VDOT PAVEMENT DESIGN GUIDE. CONC. %t psi I r�VA v J � CONCRETE l NO SCALE TOP OF CONCRETE WALL MIN. 4211 SITE RAIL II I 1 I I ITE ` WALL #r.4.LL JUIL A4AS.?'.,F'NING` 1,1.R TAIL NOT TO SCALE M 2016 ROAD & BRIDGE STANDARDS Tno nF Fil t BEDDING MATERIAL H - HECHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHE=D GRADE. FOR NORMAL EARTH FOUNDATION: FOR PRECAST ANO CAST IN PLACE BOX CULVERT 6 - 6" FOR ROCK FOUNDATION FOR PRECAST BOX CULVERT h PER 12" 3F H - 8" MIN., 24" M9K. FOR CAST IN PLACE BOX CULVERT b=DEPTH AS SHOWN ON PLANS 7R WHERE NO BEDDING IS SPECIFIED 9OTTOM SLAB TO HE KEYED INTO EXISTING ROCK FOUNDATION. FOR SOFT, YIELDING OR OTHERWISE UNSUITABLE FOUNDATION FOR PRECAST AND C=AST IN PLACE BOX CULVERT b - DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. PB -I X,'K 36" MINIMUM OR 0..25 TIMES THE SPAN OF THE BOX CULVERT WHICHEVER IS GREATER. BOX CULVERT SPAN INCLUDES THICKNESS OF THE WALLS AND IS BASED ON THE SPAN OF A SINGLE BARREL WHEN THERE ARE MULTIPLE BARRELS. GROUND LINE EARTH OR ROCK BEDDING MATERIAL IN ACCORDANCE WITH ® SECTON 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND $RIDGE SPECIFICATIONS. EMBANKMENT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE SPECIFICATION I INSTALLATION OF BOX CULVERT BEDDING 1vI�GE 1 REFERENCE AND BACKFILL - METHOD 116'� II ROAD AND i3ftIQGE STANDARDS 302 REQ/(BION D©ATE SHEET & OF 4 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/I6 707.04 2016 ROAD & BRIDGE STANDARDS Mln�lal. CaoaoM#I<a i.�r� � #Iterraor+ l�tl3y tl9lfen no akm vidp 17f1�, )1 All mgm4 a wo eri A4 y A;' wpI x p 9 uwl%j so r Ess fO A�'tti MILT. wx gh Al its{ 10 ' *, 'A ALI TAe *6ffWreO n M i d 7n al+Wdalsaa �lth the 9 mum t► Swa NI Ian eit� bars a pin dkmwtw *f 14 bw dWmatom F Fath �ri #w1i b +� h eta. bra pane frtl'aSsht cru! s!4 in tto>in Lxp mil! am im roof t 'a lw M m r 1 la d�P ILI a A2 ttt % To$ ittl�'tifo V*Wt fit' i 4litumf6 1O is xTh iter Tfa err" of mm mm"vft owu am w v 'Hr axe at hfir "Mmt. vatt �� ao3mtPbteT a to (III Wft "LAt dX, �ro " hf i TYPICAL SECTION its �±r! o�G�W+oi�i tl�s cfiktar ana�`Ai� '#abahad. kw at { � aar� I� 't wr. 11 it lnr on !!or dkdw Of aatall"" skis" mom fifer to d gol-nil. Fer �.� ratatlo tat dx+rarad iirl „ ! �, Olwal atteto " be An" the trw m ttffilftw W" I3haei' I � � SINGLE BOX CULVERTS ; STANDARD DETAILS MIMI 0022-0 ININIIA. CIU ARTMENT OF TIMAIii3PORTATMNi IRDS -DT ep161t3 Dul'A)4'C _ M MN aNCtIfl 9M DWl4A-Mffi I AN IM I #s a 1 � r ' f9H1 BH3 _-t_► d4oun �I reran prtm LAT llAvtresm. tai dar�IlLaeyMk {ee4'% Illh'ltrNlRel@ R Skleflak o rsl lITt�t 7rer ° i N Hyn r h1l a' t� t � Brio arRa ' : '� ,alien im SEC70N B -x# PART P'9.A## e t;� BECT' � ;� kIrlim of 2 of I STRUDIUM SINGLE BOX CULVERTS MCI �sl STANDARD DETAILS MADINIA DEPARTMENT OF T6RA #RTATION 1 DD��fi E tiset I of 2 For Typical Stiotton, nous and Nri'?w distnfle ra er SINGLE BOX CULVERTS AND 2 TO S FT,. FILLS Il3ii 406 V'NINIk C'A,RTWNT OF' TMANSPDRTATM SCOTT, R. COLLINSZ I � I � T01VAL w u Z t7 CID moonr 1mmulmull zLEI zul u u Ll! w 0 U 0�' M3MgE-AKa©j0l=IW©a6Er 90ffEr1M�M121=/�1INIAI AMIENW3arAMM "I� KffIllKZUK313 ui��'�tn' ����IiJ���YL� Ce 1�•�i.ii:JF��,�:1�Irr uj ilia sI�t+Yi��J��-•�.�I�® Ce r�iWl�lt���'' 113 � n I lUKlQ"KAIAQl=Kl=9[II=©[IQ EA w MMEMAIDIA N KlEA CIA 103AZI1I111EMMM Lu C �, OD H 1353 Il=- y�1{wl"KM"tl �IIII�I�IIIII�IIIII� III©(IIII�III� ���� � � �� a<JiiMt'JIS�� ei,Lii irf ��©�®�� IQKl©KMDj0=;IUffMWlIm' ©1Aff"K 10®SMAKIEMEX"K*Mm�93K] �i�,aa.��y�� 1���*r��a��-7���'t ©� �}}��1��� � ®©��a a�c�i3O ii�rt:1 0��r�®1:����!-sys � aia�>,I� l�©� •.•s. Ki®�iEEEi�DE�E��iEI3EImE�3EE�I10®��®IIlJE.�r�i�r(tl��+©+�� i0©E7� I�"�IIIE�I[flEii[��©�tE�r;QiQL�:�mE�3 • )DEiE�©ENE�EEEE3�EEIE€3IEIE®�E�JE�EEE�E7®��©��O�Ft��®�© I '. ' •'. ' �C3'>3©lE3Etr�����i�[i��i.�'•�m30E�,�'i�il�;��`t�E'.�t��a[���® �t�EE���E���EEE�1�tIm®EDEA AI:)9ib7lm=,Jwnf"M©tMEj!j{o ar®�II�i#��t,Zr�Ei�aIr�sEIFJ�i'ilir�t'aEE�I�I�E©EEE.a7El(F� �I�2i' �EE0 �aE.fIVa: �JIiJ��r,�Ei®ml Irmo irk®©�CiI2�0©EEit�Cb�NN���7 lE2�Giwa���,•��i.���� ,M��©�+:aa:���rr. "i_iNE3i NEI�N�C'.7vNEE7:®�©IIID •.#®Lii.F1���'-s :. �, Im�©■�',�1�L�1�®<J�[.:I_J Rtr.7t�®�r'®-��. ��'TL���i}��©�a3ii��ljr����ll�©'li..yli����!'�� E tiset I of 2 For Typical Stiotton, nous and Nri'?w distnfle ra er SINGLE BOX CULVERTS AND 2 TO S FT,. FILLS Il3ii 406 V'NINIk C'A,RTWNT OF' TMANSPDRTATM SCOTT, R. COLLINSZ I � I � T01VAL w u Z t7 LLI cn z O O u v N CL x ID Q 0 c ,) C 0 rn vs C 0 P v s P C 0 0 0 U 0 Q E 41C CID zLEI zul u u Ll! w 0 U 0�' ui��'�tn' Ce uj ilia w Ce 113 � n EA w N Lu C �, OD H LLI cn z O O u v N CL x ID Q 0 c ,) C 0 rn vs C 0 P v s P C 0 0 0 U 0 Q E 41C i * i * 1111 Nil! fwwr�mN --Tar t} } x f.IKI } ♦ y� �pyU�t i� p a�t{p ELLIPTICAL .... Li'iu'74 a*f�4. 4-V13 i�d.I„tr-�TNd�. 24) i' (25mm} DW HOLES 27 1/2" QW 1 112•• UK [36mm] BOLT CIFiGLE. [698mm] 0 n 25 1/4" PIA 7.. Illi I`- [667mm] --moi [778mm] 24"IA [606mm] i 26 7/16' DIA I 518' [722mm][t6mm] 36" DIA _ 26° 0 0 [914mm] [66(hnm] 1 1/2- 13/16" FRAME SECTION 13j1rn [38mm] [20mm] - 2' (51mm) LEITERS -ry- ''� (RECESSED FLUSH) t 7' 26mm} q,A� 1,��y � j79mm] [73mm] 3 13%1 s" 0 22 '13it6" 2 1 /U" [97rnm] [579mm] [54mm] 4 28„ _ t 318" C63amm] It 11%16° [35mm] 9/15" O.D. OF GKT GROOVE 17 on [14mm] SECTION VIEW 114- (Sum) DIA CAM DOLT NEOPRENE GASKET SEE ASsEMBLT DETAIL 2 WSHR 1/16 X58x 1 i 6f '` t RUBBER PA $ 00MO45 f int ,r/ _(2) CORSO 1�QY t 5j8" f(2) BLT HEX 818-11X3 1f2 551 yv `•^ f ACKBARS [JrrPm.24 E141 mm] ( PART# OD98125D .24 1/2" 63 DIA. STAINLESS STEEL ROD f (2) WSHR 5J5 1D 1.50 GD 55 PLAN VIEW 1 1/5" (29mm) DIA BUSS [13mm] f /PART# 00981318 PICKDAR A LOCKLUG HOLE DETAIL z) Nur nx 3!a-11 2N NYLK NOTES: PArdrj 04881284 1. ALL MANHOLES WITHIN 109 YEAR FLOODPLAIN OR LOCATED IN AREAS SVBECT TO FLOQDING SHALL HAVE WATERTIGHT FRAME & COVER. (2} NUT HX ,TAM 5/`8-11 7N 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS MILL BE CONSIDERED. PART$ OD98t228 3. COVERS SHALL BE FIXED T© FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY - (2) t'ART LOCK LUG TYPICAL WATERTIGHT (SHORT} PART# 00193585 i1A�,I�1HOLE FRAME & OVER LOCK LUG ASSEMBLY ii FIG $-i-E TD -30 r -- NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS ''WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 117' (270') 18"-22" 7 CU. FT, ALVE BOX W68 STONE s�+ 42"MiN 1i" GATE a > VALVE 1Pdf' a i£ m 5" X 8.. iEE 2500 P.S.I. CONCRETE )•o � ^"' 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 1,12' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE TIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLDWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 1:OVMA0.E O" FABRIC PATO 1{, .pdI f -O" A'.T 4481 I.r Yd rt1, _i�11 AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS P CRUSH€I4 STREfiaTH T'{Pin PIPh: min. concrete pavernent hsGhatt Concrete Surface Mater ial 12" 13'* W k 23'x14"' 3Wxtr 34'"@2" 38'x24' 42-x27- 45"x29" 9 0+"4q i" r V-3" A � r 11-8" 2' O "-t1" w -fig° 'T -OM T.G. 21-61 21-V 3-1P F W-6" 0'-" G'"8" 1'P-9" 0+-9" 0'-9" y� �pyU�t i� p a�t{p ELLIPTICAL .... Li'iu'74 a*f�4. 4-V13 i�d.I„tr-�TNd�. 24) i' (25mm} DW HOLES 27 1/2" QW 1 112•• UK [36mm] BOLT CIFiGLE. [698mm] 0 n 25 1/4" PIA 7.. Illi I`- [667mm] --moi [778mm] 24"IA [606mm] i 26 7/16' DIA I 518' [722mm][t6mm] 36" DIA _ 26° 0 0 [914mm] [66(hnm] 1 1/2- 13/16" FRAME SECTION 13j1rn [38mm] [20mm] - 2' (51mm) LEITERS -ry- ''� (RECESSED FLUSH) t 7' 26mm} q,A� 1,��y � j79mm] [73mm] 3 13%1 s" 0 22 '13it6" 2 1 /U" [97rnm] [579mm] [54mm] 4 28„ _ t 318" C63amm] It 11%16° [35mm] 9/15" O.D. OF GKT GROOVE 17 on [14mm] SECTION VIEW 114- (Sum) DIA CAM DOLT NEOPRENE GASKET SEE ASsEMBLT DETAIL 2 WSHR 1/16 X58x 1 i 6f '` t RUBBER PA $ 00MO45 f int ,r/ _(2) CORSO 1�QY t 5j8" f(2) BLT HEX 818-11X3 1f2 551 yv `•^ f ACKBARS [JrrPm.24 E141 mm] ( PART# OD98125D .24 1/2" 63 DIA. STAINLESS STEEL ROD f (2) WSHR 5J5 1D 1.50 GD 55 PLAN VIEW 1 1/5" (29mm) DIA BUSS [13mm] f /PART# 00981318 PICKDAR A LOCKLUG HOLE DETAIL z) Nur nx 3!a-11 2N NYLK NOTES: PArdrj 04881284 1. ALL MANHOLES WITHIN 109 YEAR FLOODPLAIN OR LOCATED IN AREAS SVBECT TO FLOQDING SHALL HAVE WATERTIGHT FRAME & COVER. (2} NUT HX ,TAM 5/`8-11 7N 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS MILL BE CONSIDERED. PART$ OD98t228 3. COVERS SHALL BE FIXED T© FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY - (2) t'ART LOCK LUG TYPICAL WATERTIGHT (SHORT} PART# 00193585 i1A�,I�1HOLE FRAME & OVER LOCK LUG ASSEMBLY ii FIG $-i-E TD -30 r -- NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS ''WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 117' (270') 18"-22" 7 CU. FT, ALVE BOX W68 STONE s�+ 42"MiN 1i" GATE a > VALVE 1Pdf' a i£ m 5" X 8.. iEE 2500 P.S.I. CONCRETE )•o � ^"' 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 1,12' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE TIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLDWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 1:OVMA0.E O" FABRIC PATO 1{, .pdI f -O" A'.T 4481 ENDWALL FOR CIRCULAR PIPE LONGlTUD#4AL PERFORATED PIPE uf) S'rAp11.iZED OPEN .. Nt).Z'� Ar"iG4?t:�aA3E .. AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 1Y.h.1iETER OF PIPE MLVEI T CRUSH€I4 STREfiaTH T'{Pin PIPh: min. concrete pavernent hsGhatt Concrete Surface Mater ial 12" 13'* W 21' OR 24* 97- OR 3?" 33 CH 34• 23'x14"' 3Wxtr 34'"@2" 38'x24' 42-x27- 45"x29" 9 0+"4q i" r V-3" P-6- 11-8" 2' O "-t1" w -fig° 'T -OM T.G. 21-61 21-V 3-1P F W-6" 0'-" G'"8" 1'P-9" 0+-9" 0'-9" T 2'-5 2'14" a 2 3 4" #'-3^ V -V L 41-O" $-0' 6 0 W-01 3D'-0+' 121-01 a O"A' i'-iD" L"-0" X-^3" 21-M 2' -or a^'-1[' h1+st to same r-8" tr-en W-9" m-9" W -v i IC YAM GF Col OCR(C } $! 1 0.# 0687 1310 2.067 3'-e* C.ii.1'1�i 07 0.521 0,A3G t 2.188 3,11 y� �pyU�t i� p a�t{p ELLIPTICAL .... Li'iu'74 a*f�4. 4-V13 i�d.I„tr-�TNd�. 24) i' (25mm} DW HOLES 27 1/2" QW 1 112•• UK [36mm] BOLT CIFiGLE. [698mm] 0 n 25 1/4" PIA 7.. Illi I`- [667mm] --moi [778mm] 24"IA [606mm] i 26 7/16' DIA I 518' [722mm][t6mm] 36" DIA _ 26° 0 0 [914mm] [66(hnm] 1 1/2- 13/16" FRAME SECTION 13j1rn [38mm] [20mm] - 2' (51mm) LEITERS -ry- ''� (RECESSED FLUSH) t 7' 26mm} q,A� 1,��y � j79mm] [73mm] 3 13%1 s" 0 22 '13it6" 2 1 /U" [97rnm] [579mm] [54mm] 4 28„ _ t 318" C63amm] It 11%16° [35mm] 9/15" O.D. OF GKT GROOVE 17 on [14mm] SECTION VIEW 114- (Sum) DIA CAM DOLT NEOPRENE GASKET SEE ASsEMBLT DETAIL 2 WSHR 1/16 X58x 1 i 6f '` t RUBBER PA $ 00MO45 f int ,r/ _(2) CORSO 1�QY t 5j8" f(2) BLT HEX 818-11X3 1f2 551 yv `•^ f ACKBARS [JrrPm.24 E141 mm] ( PART# OD98125D .24 1/2" 63 DIA. STAINLESS STEEL ROD f (2) WSHR 5J5 1D 1.50 GD 55 PLAN VIEW 1 1/5" (29mm) DIA BUSS [13mm] f /PART# 00981318 PICKDAR A LOCKLUG HOLE DETAIL z) Nur nx 3!a-11 2N NYLK NOTES: PArdrj 04881284 1. ALL MANHOLES WITHIN 109 YEAR FLOODPLAIN OR LOCATED IN AREAS SVBECT TO FLOQDING SHALL HAVE WATERTIGHT FRAME & COVER. (2} NUT HX ,TAM 5/`8-11 7N 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS MILL BE CONSIDERED. PART$ OD98t228 3. COVERS SHALL BE FIXED T© FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY - (2) t'ART LOCK LUG TYPICAL WATERTIGHT (SHORT} PART# 00193585 i1A�,I�1HOLE FRAME & OVER LOCK LUG ASSEMBLY ii FIG $-i-E TD -30 r -- NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS ''WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 117' (270') 18"-22" 7 CU. FT, ALVE BOX W68 STONE s�+ 42"MiN 1i" GATE a > VALVE 1Pdf' a i£ m 5" X 8.. iEE 2500 P.S.I. CONCRETE )•o � ^"' BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL' STEEL PILE RESTRAINED JOiNT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1,12' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE TIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLDWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 1:OVMA0.E O" FABRIC PATO 1{, .pdI f -O" A'.T 4481 Limpa kM SHALL 9£ CENT£R£D tlNOEFf il#:tH AtdO CABFFEF! . LONGlTUD#4AL PERFORATED PIPE uf) S'rAp11.iZED OPEN .. Nt).Z'� Ar"iG4?t:�aA3E .. AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS Saw -cut existing pavement tothefulldepthofasphait```���,, 7.5-'tOtaias ph alt ia" CRUSH€I4 STREfiaTH T'{Pin PIPh: min. concrete pavernent hsGhatt Concrete Surface Mater ial kNRA�RAGE PAVUF,'dRT a+. _ .>.�--�•.__`-s deem ar BgUattp TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 23'x14"' 3Wxtr 34'"@2" 38'x24' 42-x27- 45"x29" 48'9x32"° 83-x34'r INA E LAYER:• '.`-,i RARE QVTLET FFE 01'-4" &? Ilw "-t1" w -fig° 'T -OM T.G. T -D" 0 P-2' Y^$" Y-$° P-6°' t'-9• 1'-14" S-tt' Y'.p" .:CRCr 4 MTR T4G7H TYPE OF PIPE S4 -9.5D forADT = 10,000 Z The district administrators designee shall determinethe restoration requirements for other pavem.entty+pes• NA{ wT Classl backfilimatetialinaccordance ff� �} with Section 3d2Qfthe Road OnclElFidge 1 \ Specifications 2'-S* 21-7+ .2r-8„ 2'.8" 0 1'-a« r-7" i'-iD" L"-0" X-^3" 21-M 2' -or a^'-1[' h1+st to same r-8" tr-en W-9" m-9" W -v 0 -Ir N 2' -!Or' 3"-3" 3'-•F+ 3'-e* 4'-0" 4r^2" 4'-5" 4'^7" L 51-5• 7-2" s'-8" 91'-20 10'-2" 101-I1• #'-1" ir-ir Immum SES s #57 AlO" 4,ATE• 118 AGCRE&ATE CR 1 R x 8T'C, axT-4 FEO'O. f STY3. U04 RE010. CURD AND CUTTER SECTION r (FCR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) FAdErAENT NOTES,- OTES:4" 4-MINAIMM. PROVIOM ATTANING i&&*JM 4" Of AGGREQATE CN TOP OF PIPE to ri'-7" 01 -ft' ox-ZYe" 0"-3- o'- " W -psi* o'^,4W AOOYE 51VERTTELEYATKNI QFTSREOt3vM#GOUOIdAIFdAGE OtTCT G!? aTRt9QTUTiE. CLUG rMw OF ter€ 4 FAY LRSMTS FOR T PPE A ALL C[7ilEL:TtL1N5 WLMWS WYES VTOJ VnTM LRTTLE " - S € fiO P9'E O 682 0655 1,256 '1.500 AMI 2.191 2 3F2 2 861 y� �pyU�t i� p a�t{p ELLIPTICAL .... Li'iu'74 a*f�4. 4-V13 i�d.I„tr-�TNd�. 24) i' (25mm} DW HOLES 27 1/2" QW 1 112•• UK [36mm] BOLT CIFiGLE. [698mm] 0 n 25 1/4" PIA 7.. Illi I`- [667mm] --moi [778mm] 24"IA [606mm] i 26 7/16' DIA I 518' [722mm][t6mm] 36" DIA _ 26° 0 0 [914mm] [66(hnm] 1 1/2- 13/16" FRAME SECTION 13j1rn [38mm] [20mm] - 2' (51mm) LEITERS -ry- ''� (RECESSED FLUSH) t 7' 26mm} q,A� 1,��y � j79mm] [73mm] 3 13%1 s" 0 22 '13it6" 2 1 /U" [97rnm] [579mm] [54mm] 4 28„ _ t 318" C63amm] It 11%16° [35mm] 9/15" O.D. OF GKT GROOVE 17 on [14mm] SECTION VIEW 114- (Sum) DIA CAM DOLT NEOPRENE GASKET SEE ASsEMBLT DETAIL 2 WSHR 1/16 X58x 1 i 6f '` t RUBBER PA $ 00MO45 f int ,r/ _(2) CORSO 1�QY t 5j8" f(2) BLT HEX 818-11X3 1f2 551 yv `•^ f ACKBARS [JrrPm.24 E141 mm] ( PART# OD98125D .24 1/2" 63 DIA. STAINLESS STEEL ROD f (2) WSHR 5J5 1D 1.50 GD 55 PLAN VIEW 1 1/5" (29mm) DIA BUSS [13mm] f /PART# 00981318 PICKDAR A LOCKLUG HOLE DETAIL z) Nur nx 3!a-11 2N NYLK NOTES: PArdrj 04881284 1. ALL MANHOLES WITHIN 109 YEAR FLOODPLAIN OR LOCATED IN AREAS SVBECT TO FLOQDING SHALL HAVE WATERTIGHT FRAME & COVER. (2} NUT HX ,TAM 5/`8-11 7N 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS MILL BE CONSIDERED. PART$ OD98t228 3. COVERS SHALL BE FIXED T© FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY - (2) t'ART LOCK LUG TYPICAL WATERTIGHT (SHORT} PART# 00193585 i1A�,I�1HOLE FRAME & OVER LOCK LUG ASSEMBLY ii FIG $-i-E TD -30 r -- NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS ''WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 117' (270') 18"-22" 7 CU. FT, ALVE BOX W68 STONE s�+ 42"MiN 1i" GATE a > VALVE 1Pdf' a i£ m 5" X 8.. iEE 2500 P.S.I. CONCRETE )•o � ^"' 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 1,12' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE TIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLDWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD -8 1:OVMA0.E O" FABRIC PATO 1{, .pdI f -O" A'.T 4481 Limpa kM SHALL 9£ CENT£R£D tlNOEFf il#:tH AtdO CABFFEF! . LONGlTUD#4AL PERFORATED PIPE uf) S'rAp11.iZED OPEN .. Nt).Z'� Ar"iG4?t:�aA3E .. AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS Saw -cut existing pavement tothefulldepthofasphait```���,, 7.5-'tOtaias ph alt ia" CRUSH€I4 STREfiaTH T'{Pin PIPh: min. concrete pavernent hsGhatt Concrete Surface Mater ial kNRA�RAGE PAVUF,'dRT a+. _ .>.�--�•.__`-s deem ar BgUattp TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED ii W.T. a"' ?kw0id, Ph'CER T4 THE MANHOLE. i&AYt3T ' ^ PPE S% II4 WiTten everts greater 1.5'min. SMOOTH WALL PVC .'>Ki3 10'"min INA E LAYER:• '.`-,i RARE QVTLET FFE l / i r%sir r � / f / �f wnicheverisgraater 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVEP +ruff fWTED PE A&w1 V-242 DIAMETER OF 4". SEE NOTE 1 137 A tEuA.rE, S A.GGREONTE OR: CRb51ED CLASS M a W 0] GRADATION REOUIrIA"T.. Horizontal adv rticallsurfaces n e 12 Bench l2" Benh shall beto kedvith R -E5011 8Uld NON -PERFORATED OLiTLET PIPE FOR USE Min. Min asphalt ata rate of GA galloflpar NATES: r as ytha SY on UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS _. {E:Q% fihF PAYED Sti4iL8'DER) Asphalt oncreteLSurface Maten'a1. - - SH -0-5A forADT � 10 000 .:CRCr 4 MTR T4G7H TYPE OF PIPE S4 -9.5D forADT = 10,000 Z The district administrators designee shall determinethe restoration requirements for other pavem.entty+pes• NA{ wT Classl backfilimatetialinaccordance ff� �} with Section 3d2Qfthe Road OnclElFidge 1 \ Specifications XW.14 +1 NCSRi.CdAM€iER /! �No, 20or27ag4regatepipeoeddingin accordance aithSeL ons205 & 302 of PAVED SHOULDER SECTION . ... .-.dBrid eSpecifications [he Road a n 9 *1� 12inchesmini€namtreypndtheedgeDfthetrench SiMOOT" WALL PVc ,103 on langltu dinal open cuts>Dr 25 feet minimum beyond (FOR USE WITHTABILI�EI� C1PEN-CRAAEID �RdJNAC LAYER) the trench centenlne on perpendlcular open cuts, or as SMOOTH WALL Pe 70 PSExxx ttEir i WITH ERDR A14 SHALL Ge: CEWERED t1i9 M CURB AM WTER, h1+st to same X SMALL, THK"IESS(WO - W IES -KKK TESTED ACCORDING TO ASTM 0-2412 AT 5]T DEFLECT80% OEcrTUxT "A7NACS FARC AT AT TOPP - i 0VE#'�fP 1'-0." TOF1 - I1 ' -Q:' DOW" 86 p AYfMfEtdT M•� -ES StlOULOEIR --r - DRARAAt LAYER -. ..SEE NOTE 9 -EP _ N # EEEr�ATEO SkWASE LAYETc -.ik`.T AMN LINE PAVEMENT Y CONECOTiON 54'BCRAtff1 -EP ...._ . ` OMPTE 1 Immum SES s #57 AlO" 4,ATE• 118 AGCRE&ATE CR 1 R x 8T'C, axT-4 FEO'O. f STY3. U04 RE010. CURD AND CUTTER SECTION r (FCR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) FAdErAENT NOTES,- OTES:4" 4-MINAIMM. PROVIOM ATTANING i&&*JM 4" Of AGGREQATE CN TOP OF PIPE EDGEDRAINS IN CORE AKAS 2. YY#" THF L CONNECTS DWECTLY 070 A DRAWAGE STINUC1141£ ......_. ... ......_.... ,_. ... .. ........ ...... .. ........_. _.. .-.. .. .,....... .FSS O#tOAIfi,ET, tdAldtYIX.E. EO'?'.A. 9rR'sSN-R'ORALrt1t QikT1.EF PIPES A.t'tE ti0 REtaLlkRER. • T. A AOOYE 51VERTTELEYATKNI QFTSREOt3vM#GOUOIdAIFdAGE OtTCT G!? aTRt9QTUTiE. 4 FAY LRSMTS FOR T PPE A ALL C[7ilEL:TtL1N5 WLMWS WYES VTOJ VnTM LRTTLE " - € N T#1 TIE Q T PIPE, TO t?F .H> �i4� �RtlS}ilhl{r Si`RE G !$ _ C RGfN 5 EWALtf 0ft Q, OUTLET PEES ARE TO BE TALVD ON 2% MMS. raxgt_. RAK_Fr iMMF ANF PERFORATFT NTIR E1IT RANGE UE�Pd YEtT FACE LOCATED EVERY' 35GR`UMP" 011 AS NOTED ON PLeSNS. RDRA7M PEWORATED b. OUTLET PIPE TO BE AwCUllZFlLY OONNECTE.D TO FW -42 OR O'TRM DRAINAW PK TRFNGkt WITHttRA1N I AATePIPE SiT1IWE, 7. Yt1t7RB Tiff LM]flti QF A C4►IAEfIGTcrF- WdflMGE.NS WFFP ,,WVKATEQ PIPE, 58it9,L EE LiLiU2E0 RN LIEU OF RFORA7Lb PIPE. a RQAQ AY >A. NLI�IE w, - PIPEMr-ilii. 1171E Cfi EW -12 SHALL BE 8. iE LENGM BETWEEN iA :DASD TIC To. CLQ CTTON MAN LTdITPl? TO (! iii[1RF TR+aad C-0` Tr,A TOT CNdFjiA 'E OF TBE 1.R L O CAME TM W: E1TEROIREOT7OlL k GUTTER p fi 1 [1 4.t+�ER ..Atli tiE >r�N 15 i�kbTS OF U'U4NF,.RCrAL ENR'RANCE CIS R£itR2N5 - �WLL 4^ .. S. P 1. T£R BE NCktk•RB ORAT ER FIRE. 1}, IN 91TUATIONS AlWN FU -L DEPIH OF STAY;WfM OPEN-CRADE€) MATERIAL. 0"OT' MAOT:NNEIA tW4tER G1RAH AND 4r` TT€l Nol 218 AGGRILOA.'?E SHALL 1w USED 4lAII}E Gt1RS ANfi} Glb'iTER. W.21 0 ASUREGATE MAY ALSO HE USM FROM TOP OF STABILsstD OFEWGRAWJED WATERtAL 1.AY91: ANO CURB AM GUTTER. %1 EC41FICAT10H Ntv=T PMR STANDARD PAVEMENT T EI EDRAi i ROAD BIS VAND _ a 1Ti1'ANdON OArE .°-.t'EFr' F pF 2 WE v ZA S1F,FARTI,ENT OF TROMPORTATdQN 701 108.67 PLACE 5' GALVANIZED VVITNE55 POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS --c' AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL- FINISHED PPROVALFINISHED GRADE 0 I I t II ADJUSTABLE VALVE BOX W/ LID �- U (� 2500 P-S.I. CONCRETE THRUST BLOCK 4 Q. A 4 f 4 M.J. GATE VALVE 2'X 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL_ GATE VALUE NTS FIG. W-5 36"MIN 242 S"MIN EMBEDMENT SPRING UNE OF PIPE NO. 68 STONE - - iI GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL REMAINING BACKFILL SHALL NOT COieITAIN 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 REQIUiRED WHEN SOIL CONDITIONS ARE UNSTABLE %ALL PIPE) NOTE 1. OPEN CUTS IN PALED 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 HE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 58 STONE TYPICAL_ SEWER PIPE NSTALEATION IN TRENCH NTS FIG. S-3 TD -32 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 UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL----,4''MI 8,. a' MIN MIN' #68 STONE ILAR FILL AS COVED BY ACSA TABLE 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 WAT-ER PIPE INSTALLATION c BEDDING NTS FIG, W-2 TD -2 SEWER SERVICE LATERAL CONNECTION NOiTES: Limpa kM SHALL 9£ CENT£R£D tlNOEFf il#:tH AtdO CABFFEF! . Asphalt Pavement Restoration Detail for Open Cut Utility Installation A. .,x.. $21111 $. reaUrfaCe"`t Mil re Snrfa Ce AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS Saw -cut existing pavement tothefulldepthofasphait```���,, 7.5-'tOtaias ph alt ia" 13` min. min. concrete pavernent hsGhatt Concrete Surface Mater ial LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE deem ar BgUattp TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED the depth of existing T4 THE MANHOLE. , f a sphaitcowets, 6' mi n. II4 WiTten everts greater 1.5'min. Sub base course depth r f T� / f; be 1W to 10'"min } � shall or equal r f r r" ; r l �G_ J � ' depthaf existingsutrbase, (i/4" PER FOOT) l / i r%sir r � / f / �f wnicheverisgraater 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVEP err/ r r DIAMETER OF 4". CaJR5 AND GUTTER SECTION 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER Horizontal adv rticallsurfaces n e 12 Bench l2" Benh shall beto kedvith R -E5011 8Uld OF 3 FEET, Min. Min asphalt ata rate of GA galloflpar NATES: r as ytha SY on PRiYARX DIRECTION T�NOT sl _ distrietadministrato_dl: gnee Asphalt oncreteLSurface Maten'a1. - - SH -0-5A forADT � 10 000 p = 30 I IGT minimurxTOEbR SalaetMai.riafT' e ve i'P S4 -9.5D forADT = 10,000 Z The district administrators designee shall determinethe restoration requirements for other pavem.entty+pes• NA{ wT Classl backfilimatetialinaccordance ff� �} with Section 3d2Qfthe Road OnclElFidge 1 \ Specifications ` Trench width and pipe GedLingshall bein accordancewvithVOOT Std. PB -1 /! �No, 20or27ag4regatepipeoeddingin accordance aithSeL ons205 & 302 of +�- wrE . ... .-.dBrid eSpecifications [he Road a n 9 *1� 12inchesmini€namtreypndtheedgeDfthetrench .x on langltu dinal open cuts>Dr 25 feet minimum beyond FOR..%iTE.ET.. the trench centenlne on perpendlcular open cuts, or as determined Llythe di strict administratpr's designee. ttEir i WITH Date: August 27, 2014 h1+st to same iI GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL REMAINING BACKFILL SHALL NOT COieITAIN 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 REQIUiRED WHEN SOIL CONDITIONS ARE UNSTABLE %ALL PIPE) NOTE 1. OPEN CUTS IN PALED 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 HE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 58 STONE TYPICAL_ SEWER PIPE NSTALEATION IN TRENCH NTS FIG. S-3 TD -32 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 UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL----,4''MI 8,. a' MIN MIN' #68 STONE ILAR FILL AS COVED BY ACSA TABLE 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 WAT-ER PIPE INSTALLATION c BEDDING NTS FIG, W-2 TD -2 SEWER SERVICE LATERAL CONNECTION NOiTES: Limpa kM SHALL 9£ CENT£R£D tlNOEFf il#:tH AtdO CABFFEF! . i. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS GE4TE}t(rLE 17RA-foo£ FtiG 0' INDICATED , THE TOP (CROWN) ELEVATION OF 7THE SERVICE tp ITPI 1` a t asa - LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED rn+?y+T.i 4 •x -e,* MfA T4 THE MANHOLE. 2. SEWER LATERALS TAPPED INFO AN EXISTING SEWER MAIN SHALL 51a4iGtil+4€ - BE CONNECTED USING A PIPE SADDLE. SIE NOTE 1 3. MINIMUM GRADE FOR SEWER SERVICE CQNNECTFION SHALL BE 2% 437. AOMOATE. It 6 4" PIPE (i/4" PER FOOT) r� 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVEP 2' MIN DIAMETER OF 4". CaJR5 AND GUTTER SECTION 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER TO ELBOW PKfa FEI�RATE4 OF 3 FEET, 11 PfPE-4 EBS A1a0Ri 3tATE SWI SALT PRiYARX DIRECTION T�NOT TREATED FINISHED GROUND -` IM PEAFORATEa3 MARKER I MAIN LINE R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. a-2 TD -31 COVER LIFT NOTCH 12 3/8" l � WATER CAST IRON LID V 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" TYPE -K- SOFT COPPER t"x1'x1" TEE NOTE:\ i NO 5SWEATED FITTINGS \\ DUAL SERVICE SiNGLE SERVICE NOE 1) SADDLES SHALL aE USED ON PVC PIPE- 1,(4 IPE of t" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES CR DUAL RESIDENTIAL AND IRRIGATION SERVICES. I� R '- ^OMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL 114 DENO GQL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER 15 NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION {5/8" & 1 " METERS) NTS FIG. W -6A OUTLET PIPE NO SCALE STANDARD PAVEMENT EDGEDRAIN t ► pi4AD BRtGCE Ste�4A(GA5 244 ET t .QF 2 KNISION DATE Z� V00"A MA"NIEW 4F TR RTATi4t!' @ 108,44: V7L1F' � ENL- , PAY L1M1T$ a t utE Q1f3li PIPE TO , rC'+t<i' VITH 4 � FILL ..UOGRAI7E L410i L9C EI.RtiiY k ;. COMBINATION UNDERDRAN CD -1 AT LOWER END OF CUT � . Nr CENTER LINE SEGTItiN TRAVEL 'LANE3 t'r1iTH ETF'E i "dt:'LE§'aT h1,�TlN#itPd; l' t '+s ' E13Gt R'A1Pt;NT :. - .r.-•...-•....,-..� . FA'Y k,Ts i�91F$ TRENCH PLACEMENT cvT1�T LINE F6EL,V4'1SH PA'^fE13t3YF SAAB, # SAa :LM a dam» tiASE''`pr � TT r1�11 V 5 g +a Asx ^a ' a.W.-SELECT' MA'a ERIIAL TYPE={)RV _ £, 1F a 117 r7iRECATE. 84 AOG€tEt"aATE &'� 1�,d;r^�fk �,�t` 1�i CLASSE? -48' CAVAMN R,£i�tF1r"tEA�'t!iT''s�. - PLAN 'AlEnr . ' -�,,. GEd7 ftisTR E ttPrkkMt FA9Rf XPi AIC fiEPt l CO- d O1'�WOAT'I1 UNO DRAIN) - DavFT staFie Z Lam. •a 6 . a is ff c� TE 4R tMtT S7PBF1t�' e-2EL.MMAILM.ALTffEZ i -SOF to " --: 1 ,� :. r e, ., m �. rENT t>R1' yTAB15.FlEFAt - _ - A t EOA#E,' sa 1 40iATE bR f as CRt A EGaTE �SgtLF GLA55 I94 ETitt tis' GIRADA"fiM Rtaw"awsm, Aa4n EGENERAL NOTES 7 8' _�+ +fv1� 't Till, OG rtkT )M t fapfkt to WET Ne?T @E LOCAT'E.i) AT TTn POW 1YLItEN SO1$1 ' S1UMASE ;z WRAW ARE STe%811P,'ZE& - 2 TK" LI Ge, n= W1114 A010KCATE AND 14ll %LY RMO TA?, C9 TO ON-PERFORAT TLET` PIPE. �, curLgr pNIE SW 4- 1#EcM AT Tre �EF Trim T AVEL LANE S1A7di'�.nA B Awku ON ' F4s Stiou �PItU0 X i��LEi a�.ATlE,. G'RLiS,M•wq '$TRENPC - 4- 1*4 ftM ANU QUITTER `SEC-4ION$_ WMEH E Aff is �R'a7 1.F; 4't1 tiTMT::R'lYISE PHG1Y� TYPE: O€-PiQE - - Pkt1'L4r FOR UNt74RTArlilw; Tt• w TO SL' F,CkEA.PL'O sc#- Ay To. DRAIN r0T4}..lbac1". . .7 T .T. w' NOW. _ �R8,E:5.'4Fi 1,1 ti�ES � ' 5MC1mkl WALL 3'.'C .IOz I 5:1 . tY'1 Sidf'f .G.EVAT'it7 smmw mmlii z to ae in'"M,$ E TIRE pAw_%i; r AREO" . . StT#tI 'ftiPe4&k„ P ''a'4 1':,54 ttr .. 7¢ t+at '4€?+_? 1tfTFa.'CkiT"9.ET Pte' O#k LOY(` •.. nVEAT eL€VA-41GN ATOUTLET Etc 4.7E A!TLE'6:fwZ TO E_ A WNWM. OF P=Ct - E_ 01VERr ELEYAilOT{ tiP f i tilVG flRA2NA0E: DITCH 1 $TF&CTLw1 7, ALL �.0 OT1S0tls �iE1, tS.'*Yxs, FY0,1V"T PLY 1,.!MITS FOR QRJT'L-£f1" PPF G �xo' �( *kL 'I'� Itil�l} - .its . 9E ( i Wit a* TR£hNaT[ Ti T }£}4 STT TaTE A.Gii C31NG Tia ASfiYR 4`•4472 AyT 6 . C:5 1.> GrMi ' U^ C13tt.ET 7 TAW 9E 5E',C I#;WCTEID `a.0 wuo,R, . om^tf, U KAMp4t. Ss1tt,MCt1FFiE.. - 'SP7satfRC'+.iith`d'.. STANDARD COMBINATION NDERD h� R�E iU6T74' NO OF YBT A':D€PI�TtdEhil OF TRANSFORTiLi!(N 741' �tFE Y Fri P.* TOP or CtJT - TOE �,• u9ptARE AtTDTA FHS. � y OIF �) :.. � � i!E AL OW OF PAYEt�NT COMOI 11AT TNDE'(.DRW T2 ON Ti2A1%Et L� OWFH TYPE T9ELEC'f MATSMALt t * OF PAILMENT Li TT T_L L1tiE TRENOi PLANT TOE CP Flit I /'/ / /w .0 --- PAVOMT SURFACE 8 BALD ! 8 PRY FOR al� SUBBASE •o a•6 -a o•o»Q-s1=o.o•Qµ --w,-SELECT MATEFM TYPELCRZ PLAN VIEW SHIOWM PLACEMENT OF ` , : ♦ .. 457 1 GMGATE♦ #0 RV(IGREOATE oR OWSHM CO -2 UNDEK SAN .e,ee� CiLll$$ t4>f�:TIHG NO ORAiJAT11pAj F�+. M�.+1E1'$• wwwxr" r_w NON -PERFORATED WTLET PIPE €AERIC + ORU t STFO GT1i! TYPE OF PIPE mmosamm T_ 1w BOY. Ot ° 9e0OTtl'WALL PUC .103 0.153 PAVEMENT b17WA(Z 81 BASE SMOM WALL IT TO FS 7D P-41 34#EM a o si o a s is o -415- , OR CFFEICt STABILIZED 9LtBBJ45E (CEiENT OR6 t1€ 5t A tZE07�E W A. .THICIO*SS 0" - VCHES 957 ANKOATL M AKi0KO ATIE OR. ii aiTlrxS'lE;tt A000f0l t0 A%V 1(F-2412 AT 4RDEF'LECTOlf. i AWd T^p" i'A.ASS KWETM 28 GR/KAMN REQUMEMETTS, FABRIC GENERAL NOTES L T}TEtiOFi SRv1-L 8E R6 W WM AGGRE@ATE RIM Tt'iROUMLY' HAND TAh�S6 "Fit �t1+IF'K1'tFf85S< P TRAVEL AT THE EDGE OF THE -APPROACH "SLAB PAYEUEtfi � OlFtt�T Pf'E STILL 13Et,18i I: L1lE. AN0 tONA �42R"FAWF.�� TO TIC ;tri S:54T 11111i. (39 I _2 Sa1BBA5E. 3FOR O&M AND A@tB THEY AM TO 9E LOOlSTU To >8E. 1'4F DROP ALi 4' dt9n SIZE . 2 �Mo THD it 4,. 9M St9PEAEi EYATEO TAT f3 70 UN)ER SWIRE PAYEPIFAIT ,VSA 'AATFt 17RETt T FK'E 4161 LOW . OML. 0. INERT F.LEVAZ AT OUfiLET 1?O OF OUTLET FAP£ til A ►YiriAi OF Y-0*' ABOVE itit ELEVAPDN OF REF£14Rft# aRxNASE FXFad 0R 5TRt1CfLEtlE, PLMtCEMENT OF CD -2 UNOERORAIN ;AT IL XL CORdEOTI15 S MWw%WyEs ETC.) WRt'A'i PAY uws FOR oun-Er IPW AW TO BRIDGE APPROACH SLABS Be aF TFC sm+E atusm sT1FEt'RTM As TTE buytu PIPE. 7 N&WRI T4 BE =##,p;Y MMUM T4 EW -UM OTHER ORMOM STlNDARD COMBINATION UNDMDRA N 232 (Ai GRADE SAGS AND BPJDGE II"iii#fACHES) V=#AA OEPAFt MDfT OF TRAlt'a�ARTATIOlt X14.05 SC TT R. COLLINS No. 35791 TH o,6 g11P j ONAL Limpa kM SHALL 9£ CENT£R£D tlNOEFf il#:tH AtdO CABFFEF! . 4L0'fTXT1iE MN. FA1 eftvP An a' €s AA Tom.: _ PAM SI�ii' GE4TE}t(rLE 17RA-foo£ FtiG 0' tp ITPI 1` a t asa - PA MEW "n IfRIAL .- i c i 4 rn+?y+T.i 4 •x -e,* MfA O1,l7L Er SEE wit 1 - •.®.. M4?.KOI€tsPTi , #a 51a4iGtil+4€ - 2"-O>^ - AS3tx fShAT£ OR ORU$FF.ts SIE NOTE 1 GLAS'S fMEETNG fib 437. AOMOATE. It 6 4" PIPE GRPtiA1M RE4I ADANT. VAVIOAER CRUSHE TE 04 {ECCE PAVED SHOLU)E- R} -'�WEETING As STKN FE . IREMENT. PAVED SHDE: SECTION CaJR5 AND GUTTER SECTION UP TO ELROW,UP TO ELBOW PKfa FEI�RATE4 PIPE FORTED 1Ot1GTION tA1 PfPE-4 EBS A1a0Ri 3tATE SWI PRiYARX DIRECTION T�NOT t1F Yf�s,7EFE ft nP)UNlrciE FARM IM PEAFORATEa3 MME T FWFEL L"f'i'PIiAtJ Z 4"d• iT.LiCfY CDFBIEGTItV'I ' +�- wrE C01Y�CTtfNr . . f7A fMTS - FOR..%iTE.ET.. r -7v UM ttEir i WITH EMW OUTLET PIPE NO SCALE STANDARD PAVEMENT EDGEDRAIN t ► pi4AD BRtGCE Ste�4A(GA5 244 ET t .QF 2 KNISION DATE Z� V00"A MA"NIEW 4F TR RTATi4t!' @ 108,44: V7L1F' � ENL- , PAY L1M1T$ a t utE Q1f3li PIPE TO , rC'+t<i' VITH 4 � FILL ..UOGRAI7E L410i L9C EI.RtiiY k ;. COMBINATION UNDERDRAN CD -1 AT LOWER END OF CUT � . Nr CENTER LINE SEGTItiN TRAVEL 'LANE3 t'r1iTH ETF'E i "dt:'LE§'aT h1,�TlN#itPd; l' t '+s ' E13Gt R'A1Pt;NT :. - .r.-•...-•....,-..� . FA'Y k,Ts i�91F$ TRENCH PLACEMENT cvT1�T LINE F6EL,V4'1SH PA'^fE13t3YF SAAB, # SAa :LM a dam» tiASE''`pr � TT r1�11 V 5 g +a Asx ^a ' a.W.-SELECT' MA'a ERIIAL TYPE={)RV _ £, 1F a 117 r7iRECATE. 84 AOG€tEt"aATE &'� 1�,d;r^�fk �,�t` 1�i CLASSE? -48' CAVAMN R,£i�tF1r"tEA�'t!iT''s�. - PLAN 'AlEnr . ' -�,,. GEd7 ftisTR E ttPrkkMt FA9Rf XPi AIC fiEPt l CO- d O1'�WOAT'I1 UNO DRAIN) - DavFT staFie Z Lam. •a 6 . a is ff c� TE 4R tMtT S7PBF1t�' e-2EL.MMAILM.ALTffEZ i -SOF to " --: 1 ,� :. r e, ., m �. rENT t>R1' yTAB15.FlEFAt - _ - A t EOA#E,' sa 1 40iATE bR f as CRt A EGaTE �SgtLF GLA55 I94 ETitt tis' GIRADA"fiM Rtaw"awsm, Aa4n EGENERAL NOTES 7 8' _�+ +fv1� 't Till, OG rtkT )M t fapfkt to WET Ne?T @E LOCAT'E.i) AT TTn POW 1YLItEN SO1$1 ' S1UMASE ;z WRAW ARE STe%811P,'ZE& - 2 TK" LI Ge, n= W1114 A010KCATE AND 14ll %LY RMO TA?, C9 TO ON-PERFORAT TLET` PIPE. �, curLgr pNIE SW 4- 1#EcM AT Tre �EF Trim T AVEL LANE S1A7di'�.nA B Awku ON ' F4s Stiou �PItU0 X i��LEi a�.ATlE,. G'RLiS,M•wq '$TRENPC - 4- 1*4 ftM ANU QUITTER `SEC-4ION$_ WMEH E Aff is �R'a7 1.F; 4't1 tiTMT::R'lYISE PHG1Y� TYPE: O€-PiQE - - Pkt1'L4r FOR UNt74RTArlilw; Tt• w TO SL' F,CkEA.PL'O sc#- Ay To. DRAIN r0T4}..lbac1". . .7 T .T. w' NOW. _ �R8,E:5.'4Fi 1,1 ti�ES � ' 5MC1mkl WALL 3'.'C .IOz I 5:1 . tY'1 Sidf'f .G.EVAT'it7 smmw mmlii z to ae in'"M,$ E TIRE pAw_%i; r AREO" . . StT#tI 'ftiPe4&k„ P ''a'4 1':,54 ttr .. 7¢ t+at '4€?+_? 1tfTFa.'CkiT"9.ET Pte' O#k LOY(` •.. nVEAT eL€VA-41GN ATOUTLET Etc 4.7E A!TLE'6:fwZ TO E_ A WNWM. OF P=Ct - E_ 01VERr ELEYAilOT{ tiP f i tilVG flRA2NA0E: DITCH 1 $TF&CTLw1 7, ALL �.0 OT1S0tls �iE1, tS.'*Yxs, FY0,1V"T PLY 1,.!MITS FOR QRJT'L-£f1" PPF G �xo' �( *kL 'I'� Itil�l} - .its . 9E ( i Wit a* TR£hNaT[ Ti T }£}4 STT TaTE A.Gii C31NG Tia ASfiYR 4`•4472 AyT 6 . C:5 1.> GrMi ' U^ C13tt.ET 7 TAW 9E 5E',C I#;WCTEID `a.0 wuo,R, . om^tf, U KAMp4t. Ss1tt,MCt1FFiE.. - 'SP7satfRC'+.iith`d'.. STANDARD COMBINATION NDERD h� R�E iU6T74' NO OF YBT A':D€PI�TtdEhil OF TRANSFORTiLi!(N 741' �tFE Y Fri P.* TOP or CtJT - TOE �,• u9ptARE AtTDTA FHS. � y OIF �) :.. � � i!E AL OW OF PAYEt�NT COMOI 11AT TNDE'(.DRW T2 ON Ti2A1%Et L� OWFH TYPE T9ELEC'f MATSMALt t * OF PAILMENT Li TT T_L L1tiE TRENOi PLANT TOE CP Flit I /'/ / /w .0 --- PAVOMT SURFACE 8 BALD ! 8 PRY FOR al� SUBBASE •o a•6 -a o•o»Q-s1=o.o•Qµ --w,-SELECT MATEFM TYPELCRZ PLAN VIEW SHIOWM PLACEMENT OF ` , : ♦ .. 457 1 GMGATE♦ #0 RV(IGREOATE oR OWSHM CO -2 UNDEK SAN .e,ee� CiLll$$ t4>f�:TIHG NO ORAiJAT11pAj F�+. M�.+1E1'$• wwwxr" r_w NON -PERFORATED WTLET PIPE €AERIC + ORU t STFO GT1i! TYPE OF PIPE mmosamm T_ 1w BOY. Ot ° 9e0OTtl'WALL PUC .103 0.153 PAVEMENT b17WA(Z 81 BASE SMOM WALL IT TO FS 7D P-41 34#EM a o si o a s is o -415- , OR CFFEICt STABILIZED 9LtBBJ45E (CEiENT OR6 t1€ 5t A tZE07�E W A. .THICIO*SS 0" - VCHES 957 ANKOATL M AKi0KO ATIE OR. ii aiTlrxS'lE;tt A000f0l t0 A%V 1(F-2412 AT 4RDEF'LECTOlf. i AWd T^p" i'A.ASS KWETM 28 GR/KAMN REQUMEMETTS, FABRIC GENERAL NOTES L T}TEtiOFi SRv1-L 8E R6 W WM AGGRE@ATE RIM Tt'iROUMLY' HAND TAh�S6 "Fit �t1+IF'K1'tFf85S< P TRAVEL AT THE EDGE OF THE -APPROACH "SLAB PAYEUEtfi � OlFtt�T Pf'E STILL 13Et,18i I: L1lE. AN0 tONA �42R"FAWF.�� TO TIC ;tri S:54T 11111i. (39 I _2 Sa1BBA5E. 3FOR O&M AND A@tB THEY AM TO 9E LOOlSTU To >8E. 1'4F DROP ALi 4' dt9n SIZE . 2 �Mo THD it 4,. 9M St9PEAEi EYATEO TAT f3 70 UN)ER SWIRE PAYEPIFAIT ,VSA 'AATFt 17RETt T FK'E 4161 LOW . OML. 0. INERT F.LEVAZ AT OUfiLET 1?O OF OUTLET FAP£ til A ►YiriAi OF Y-0*' ABOVE itit ELEVAPDN OF REF£14Rft# aRxNASE FXFad 0R 5TRt1CfLEtlE, PLMtCEMENT OF CD -2 UNOERORAIN ;AT IL XL CORdEOTI15 S MWw%WyEs ETC.) WRt'A'i PAY uws FOR oun-Er IPW AW TO BRIDGE APPROACH SLABS Be aF TFC sm+E atusm sT1FEt'RTM As TTE buytu PIPE. 7 N&WRI T4 BE =##,p;Y MMUM T4 EW -UM OTHER ORMOM STlNDARD COMBINATION UNDMDRA N 232 (Ai GRADE SAGS AND BPJDGE II"iii#fACHES) V=#AA OEPAFt MDfT OF TRAlt'a�ARTATIOlt X14.05 SC TT R. COLLINS No. 35791 TH o,6 g11P j ONAL r LU tA1 Z J 0 a c Q a rr. Cr m p Z ILLI U1 tJ _ � E3 t- c L5 =3< 2: 0 Z Q U C: Q _j Z iU + > C LU r -r LU I5 Lu W S: CCL Ce LU �' Lu LU +` U H (ij r C C E L c Z -C C c L V c t C T tu 00 Iq - ti . , ra wed e s r 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 maybe 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 Fight 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 he 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 {DE'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 VD0T inspector prior to placement of any base stone. Subgrade density reports will also need to be available or test occurring the some 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 VDCIT 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. GR -MCS!, IA SEE NOTE 4 TF_ OR FLATTER 31'. W4x9 OR W6xi!.5 STEEL POST 6'LENGTH, STANDARD INSTALLATION 6'STEEL POST *SEE NOTE 4 I -LES,'; THW 2 SLOPE 101MAx"im " OR FLATTER 1" 1VI" ORWOAO,5 STEEL PQ�J 9'LENGTH 2U 16 14DALI K BRIDGE S I A(NL)AHU,:; 121IxT-21' TREATED PINE BLOCK. -v" -12" 81 CKOUT HOLE I L 19 HOLE NUT all POST II 1 STEEL OR W-5 II I 12 DP 91 II 1 'y". I- STEEL POST t" WIDE ROUTED WOOD BLOCKOUT NOTES: 1. ALL BOLTS, NUTS, WASHERS. AND OTHER STEEL ITEMS ARE TO BE GALVANIZED, 2. BLOCKOUTS OTHER THAN SHOWN SHALL BE A Y007 IIPPROvEr, PRODuOT MEETING NN5,H TESTR19 CRJTLFIA,IJLQq6Q6}_F5 SHALL BE FROM THE V@ ­DT APFIRVVER MDr,"TE LIST..APPRIWED BLO"OUTS MAY BEINTERCHANCED ON A%'� ONE PROJECT WITH THE PE&TRICTION THAT THE SAME TYPE OF 6LQCt=T MUST BE USED IN ANY SINGLE PUN OF WARDRjVL_ 5. WOOD ELOCKOLfTS SHALL BE TREATED WITH A WOOD PRESERVATIVE IN ACCORDANCE WITH THE ;PECIFICATICNS, A! DIMENSION MAY V U? OR MNIX� 'A" DUE TO MAN!VFAV�TQRINC;, TPLERANCE$ 11 GUARDFAiL C.IZZLT GUARDRAIL INSTALLATION SITES RECUIRINC 9' GUARDRAIL POSTS XVD07 A COPY CF THE ORPGJw-!_ SEALED AND SICNE0 DRAWING IS 0.14 FILE IN THE CENTRAL OFFICE. ROAD FUDGE STRZARDS MIDWEST GUARDRAIL SYSTEM SHEET 2 Of 2 REVISM DATE (STANDARD AND REDUCED POST SPACING) 50645 NEW C^/I? VIRGINIA DEPARTMENT OF TRANSPORTATION ')nifi ROAD & BRIDGE STANDARDS SPECINCATIOfit IiEFERENCE 221 256 505 201 HQAL) 6 HRIIJUL 5 1 ANLIAL111b, TRAFFIC DIREC'TION FOR RAIL LV AS SHOIAN OR-MG50. TA --ok— iSFE NOTE 7) er-13EAt RAIL SPLICE 3110 -SIJ U LI LI U POST appCNO) (31-11%' PQST SPACN�,j qN: bf' STIWCE MM FACE OF RAIL TO FIXED OSIEtT = 60' MIN. DISTANCE FROM FACE Or RAL TO FInD t9jECT - 48" LIGE BULL" WITH NUT :ii pEr, SPLICE SPLICE DETAIL RAIL SPLICE SHALL BE PLACEU MIG-SPIIJI 20 i5 ROAD & BRIDGE STANDARDS FLARE RATES RESIGN SPEED IN IDE S BY LINE BEYOND SHY LINE MPH SHY LINE FLARE LS RATE PLANE RATE 70 30-1 11_�; to a, 20fl 14,1 t SO G,51 21I!J 110 11 40 51 H 1 30 4, t3 -17N1 4 20 i5 ROAD & BRIDGE STANDARDS FOM $TANDARO POST SPACII,, + MA%MQM FLARE RATE TERMINAL HEAD FOR SEMFPIGIV jAnIER SYSTEMS, I W-3- (TYP.I 1 VTTP-J !VOTE. S; HEIGNT Di 1: RAIL ED -CATIaNS SHOWN ON RLANS ARE APPRQX 1. ATE ALL W -}SEAM RAILS SK -LL BE LA -PE -D IN' THE DI -RECTION 1,10A THE ENGINEER) OST. AA EE AbJU51`0 DUNIM2 00t<ST-AJCTION IF AND OF VEHICULM TRAVEL FOR THE FINISHED ROADWAY, PAY UMTS CR -MC= TERMINAL JRAFFIC IC cN 4 DlKaTED: Ow THE ENCIINEECI, QxUSTNr EXISTING DUARCRA41- TU MEET THE MCS1 2. FOR RETAILS OF POST ANO eL0CK0vT1S SEE 1,JHEET 110 !�06.05. Sre%0.ARP IS NOT PERNITTED. 3. FOR DETAILS OF RAIL ELEMENT. AND Aa DQATED sx MEASURED FROM THE FACE 42F RML HARDWt,iE SEE SHEETS 5D6,CiPND 506,02, 4, RAkTFLkfJ1TT,$,%TVADIUL 150G THAN OF? E�'qAL TO 1`0 FEET SH I AID FOR A,'_� RADIAL GR-MCS%OP IA. ED GR-MG$2 5, ALL ZR-MGStANTI RAIL SHALL BE MAINTNNED NOT FPR OSE IDN INTERSTATES, FREEWAY5, DR YEW G0T6TRUCTIQN, _HNOE POINT OF 50" MIN - 32" MAY, AS MEASURED PER DESCRIPTION ITEM rDDE NOTES; ELEVATION & ,&,HEIT sT 4R,I�HqR-HNS. GUM.DRAL OR MOST I5280 LF 4, ALL GUAR AIL POSTS SHALL BE SET PLumB, POST ;HALL C?JANOR"IL GR-MC51A GDARDRAfi­ CR 01051, D'POST 1328? LF 11252 LF BE FROM THE: VDQT PPROVE0 PRQODCT$ L15T, REFLECTIVE MARKERS, ALL REFLECTIVE NOT BE SET WITH A VASIATIQN CF N.CRE THAN '/,," PER FOOT NIMOffAL ff,0AL O-RGSI InB3 LF INSTALLATION INSTRUCTIONS ANO THE FOLLOWING VDCT REUUREMENTSI 5,L-D;PE DOWN TQV#MD THE SIDE OF FROM VERTICAL, W-BEPM, RLOCKOUT9.4%10 P,FSTS SHALL 9E CUAR03,RAIL RADIAL C?R-VQTA 13284 LF SET ALIGNED W17HOUT ALTERATICN OR FORCE, AS PER GQARBR,AIL RMAI CR-.�M21•SPP65T 13255 LF COLOR B, INSTALLING CR-NIQ52 TERMINAL ON A RADIUS IS PER?41TTED_ FIELD - YELLO TDRJZE�D) W MEHLEC SECTION 5,05 OF THE SPECIFICATIONS,- NEEsAGE - C�7 ;)IRECTIDN. OF THE REFLECHVE VAPE CHI THE -HERWINA DEAD SHALLOLACK STRIPES IGQ4-REFLECTURIgEDi CIN [FICATIoN A COPY OF THE ._ ORIGINAL SEALED A140 SIGNED DRAWING; IS, GN FILE IN THE CENTRAL QFFICF, XV007 ERENCIE MIDWEST GUARDRAIL SYSTEM 'ROAD AND 8.1MOE tIANDAADS 22' REG L ESS CLF D, ENT TRAFFIC I]PECTION-tSU DETAIL THIS SHEET] (STANDARD AND REDUCED POST SPACING) REVISION DA SHEET IOF.I_ 736 505 THROUGH ROADWAY MARKER VIRGINIA CIEVAYTMENT OF TRANSPORTATION ;E NEW 0211 TDRE,� PL*NS FOR THIS INFORkUMON, i -RUE P094T 2016 ROAD & BRIDGE STANDARDS ITEM CODE 43296 EACH 20 i5 ROAD & BRIDGE STANDARDS ZUILO RL)AU 6 ORiLlUr- -5JAINLIAKLJO, A­� 4-1 �tA_X. ELOPE To TGE OF SLOPE I AITT �T�� iSEE XITIE �3 :�ll,�-11F-IC-111-TLqE��IS-itc _SLr11E ±L,!�NGL EXISTING SLOPE F'MEASURED' FROM THE CENTER OF POST 6 -- ----------------- 4'-0`- SLOPE HINGE PDIUT- SLOPE 0 E POINT CF-UG5Z TERMINAL MEASURED FROM THE F4,InE OF RAL SITE PREPARATION REOUIREMENTS FOR GR-MGS2 HINGE PONT 12-M —tx A NOTC TC_'� --1, Ff NOTES: L THE CROSS 5LDPEr OF THE CRADE APPROACHING THE GUARDRAIL TERMINAL hND MACENT TO FOR ITS FULL LENGTH. IMU57 BE A MAMMUlk OF 101. IF THE EXISTING CRIME IS FLAT OR IS A POSITIVE SECTION A -A $LOPE DIE TO -THE SUPERLLEV4TION OF THE ROADWAY PAYEM.ENT,TKE 4,41IOW OFFSET FR914 THE FACE OF RAIL. TO THE HIWE POINT AS SHOWN, IS REQUIRED - 2. THE AREA IMMEDIATTELY BEHIND AND &YOIND THE TERMINAL SHALL 8E TRAVERSABLE AND FREE FROM FIXED OB4ECTq, IF A CLEAR RUN OBT 15 NOT ATTAINABLE THIS AREA SHALL JU LEAST �E SIMILAR IN CHAPAC'TER TO THE UPSTREAM UNSHIELDED ROADSCE 0" 3, FOR 'NEW C04STRIUCTION AND PECONS7RUCTION, THE 1011 SLOPE CRAMP, SHALL EXTEND A MINWJ Or B' -D' MEASURED HROM THE FACE: OF RAIL. 4. FUR PROPRIETARY GUARDRAIL TERMINALS, THE MANUFACTURER'S SITE PREPARATION REOUREMENTS TARE PRECEDENCE OVEW THIS STANDARD IF IDOITIONAL GRAYING IS REOURED, rIIIIA: POINT ' -191 tA tSIEE NOTE, SECTION B -B MNN_ T, A COPY OF THE OR1QISEALED AND SIGNED ORIRAWING 15 ON FILE IN THE CEN -AL OFFICE. �ERENCE PECFIC ON V REF ROAD XND BRIDGE 5TTANOARDS MIDWEST GUARDRAIL SYSTEM 221 SHEET 2 OF REVIISION OAT (TANGENT END TERMINAL) 236 QVI7 VIRGINIA DEPALRTIENT OF TRANSPORTATION 505. 901C POAD R RPIn(' IF qTANnAPD.q ;W �T.IVAIOH EXISTING SLOPE 1 SLOPE HINGE POINT LR U y I OF141t TERMINAL HEAD LENGTH OF NEED I W-3- (TYP.I 1 VTTP-J f4 - 0111, t1; Ar.. HEIGNT Di (WHEN SPECIFIED 01% 50, THE 'PLANS CFC 6Y THE ENGINEER) PAY UMTS CR -MC= TERMINAL JRAFFIC IC NAN _MGT1 .75k" CvARDR14L PLAN S Cki/ rFP.QL LPW AT SPLICE WITHIN TERVINAL I'A� LIMITS FOR RUN -Of SPLICE'tAID-SPAN TCRIPINAL HFA`7 sx MEASURED FROM THE FACE 42F RML LIMITED USE SITE PREPARATIDN REQUIREMENTS FOR GR-MG$2 NOT FPR OSE IDN INTERSTATES, FREEWAY5, DR YEW G0T6TRUCTIQN, _HNOE POINT 17, I,G149, f", lizt L) 1(5) 1(4: �S33 jt21 I ;12 NOTES; ELEVATION t TMIGENT EIND"TERM NAI_ (OR-MGS22 SHALL SE A V130T APPROVED PRODUCT MEETING MASH :TESTING CRITERIA. ANY TERNINAL USED FOR THE (313,1!IDS2 SHALL 4. FLUORESCENT PRISMATIC LENS YELLC'?? liHEETINa SH,!,LL RE USED 014 THE BE FROM THE: VDQT PPROVE0 PRQODCT$ L15T, REFLECTIVE MARKERS, ALL REFLECTIVE 91EET04C I$ TO BE P4 ACCORDANCE 2, ALL TERMINALS SHALL BE INSTALLED ACCORCINC TC THE MANOFACTLRERIS WITH SECTION 701 OF THE ROAD AW BRIDGE SPECIFICATIONS. STRIPES. SHALL INSTALLATION INSTRUCTIONS ANO THE FOLLOWING VDCT REUUREMENTSI 5,L-D;PE DOWN TQV#MD THE SIDE OF THE W%TRCCTION ON WHICH TRAFFIC 15 X ALL STANEMRID CR-MC52 TERMINAL,- 1SIMILAR TO S SHOWN A5014E} TO PASS. SHALIL BE JN5-FA-LEO WITHOUT AN OFFSET COLOR B, INSTALLING CR-NIQ52 TERMINAL ON A RADIUS IS PER?41TTED_ FIELD - YELLO TDRJZE�D) W MEHLEC SECTION A -A NEEsAGE - C�7 ;)IRECTIDN. OF THE REFLECHVE VAPE CHI THE -HERWINA DEAD SHALLOLACK STRIPES IGQ4-REFLECTURIgEDi CIN ,CONFORM TO MQTC1D APPLICATION FOR STRIPES ON, 02jECT MARKERS AND 8RIDGE END PANELS, �SFE NOTE 41! 0, DO NOT CHANCE THE LAPPNIC OF TERMINAL FinN ANY NSTALLA71QN5, (STALLAS SHOWN N THE MANUFACTURERS INSTALLATION [NSTRNj^T1QNS REG L ESS CLF D, ENT TRAFFIC I]PECTION-tSU DETAIL THIS SHEET] E. HEIGHT NEA VREG AT TOP QF'H-REAM. IS jQ" mIN.- 32" MAX. 3, TK& DRAWINCIS RSPNE LITATI ONLY DETAILS, OLWENSIONS, QUANTITIES, AND OTHER THROLIGH ROADWAY MARKER FBI THROUGH ROADWAY MARKER INFORMAT[On. NOT 5HOW 'LL EACH �x,wN6i,pLtuREQ. SEE MSMOUAL POSITION LEFT' OF 7RAFFIC POSITION RICHT OF TRAFFICfAAAPJFAC TDRE,� PL*NS FOR THIS INFORkUMON, i -RUE P094T THE SITE PREPAkRA710N RE:QLIREIJEN7S ON PAGE 506.07. THE SLOPE SHALL EATENO A MINtIMUM OF 4'-0" ITEM CODE 43296 EACH r A COPY OF THE ORIGINAL SEALED AND SIrNED CPRAWND IS ON FILE IN THE CENTRAL OFFICE, R1111.2E MIDWEST GUARDRAIL SYSTEM 221 sTkNGDNT END TERMINAL) REVISION DATE SHEET $OF 3 2�3e 506 VRC[NIA -EPAqTMENT CF 7RANPORTAT'ICN --7— 0911? 7. ZUILO RL)AU 6 ORiLlUr- -5JAINLIAKLJO, A­� 4-1 �tA_X. ELOPE To TGE OF SLOPE I AITT �T�� iSEE XITIE �3 :�ll,�-11F-IC-111-TLqE��IS-itc _SLr11E ±L,!�NGL EXISTING SLOPE F'MEASURED' FROM THE CENTER OF POST 6 -- ----------------- 4'-0`- SLOPE HINGE PDIUT- SLOPE 0 E POINT CF-UG5Z TERMINAL MEASURED FROM THE F4,InE OF RAL SITE PREPARATION REOUIREMENTS FOR GR-MGS2 HINGE PONT 12-M —tx A NOTC TC_'� --1, Ff NOTES: L THE CROSS 5LDPEr OF THE CRADE APPROACHING THE GUARDRAIL TERMINAL hND MACENT TO FOR ITS FULL LENGTH. IMU57 BE A MAMMUlk OF 101. IF THE EXISTING CRIME IS FLAT OR IS A POSITIVE SECTION A -A $LOPE DIE TO -THE SUPERLLEV4TION OF THE ROADWAY PAYEM.ENT,TKE 4,41IOW OFFSET FR914 THE FACE OF RAIL. TO THE HIWE POINT AS SHOWN, IS REQUIRED - 2. THE AREA IMMEDIATTELY BEHIND AND &YOIND THE TERMINAL SHALL 8E TRAVERSABLE AND FREE FROM FIXED OB4ECTq, IF A CLEAR RUN OBT 15 NOT ATTAINABLE THIS AREA SHALL JU LEAST �E SIMILAR IN CHAPAC'TER TO THE UPSTREAM UNSHIELDED ROADSCE 0" 3, FOR 'NEW C04STRIUCTION AND PECONS7RUCTION, THE 1011 SLOPE CRAMP, SHALL EXTEND A MINWJ Or B' -D' MEASURED HROM THE FACE: OF RAIL. 4. FUR PROPRIETARY GUARDRAIL TERMINALS, THE MANUFACTURER'S SITE PREPARATION REOUREMENTS TARE PRECEDENCE OVEW THIS STANDARD IF IDOITIONAL GRAYING IS REOURED, rIIIIA: POINT ' -191 tA tSIEE NOTE, SECTION B -B MNN_ T, A COPY OF THE OR1QISEALED AND SIGNED ORIRAWING 15 ON FILE IN THE CEN -AL OFFICE. �ERENCE PECFIC ON V REF ROAD XND BRIDGE 5TTANOARDS MIDWEST GUARDRAIL SYSTEM 221 SHEET 2 OF REVIISION OAT (TANGENT END TERMINAL) 236 QVI7 VIRGINIA DEPALRTIENT OF TRANSPORTATION 505. 901C POAD R RPIn(' IF qTANnAPD.q ;W �T.IVAIOH EXISTING SLOPE 1 SLOPE HINGE POINT LR U y I OF141t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - — 7aPgFG f4 - 0111, t1; Ar.. _-. AAAA!P!L,PLR, a» 'ELOPE HINGE PONT GR-MGS2 TEFMMqAL A_J sx MEASURED FROM THE FACE 42F RML LIMITED USE SITE PREPARATIDN REQUIREMENTS FOR GR-MG$2 NOT FPR OSE IDN INTERSTATES, FREEWAY5, DR YEW G0T6TRUCTIQN, _HNOE POINT UNLESS APPROVED BY THE ENGINEER. NOTES; 1- THE CROSS SLQ)PE OF THE GRADE APPROACHING THE GUARGRAL TERMIRAL AND ADJAIENT TO FOR ITS FULL LENCTFH, MUST RE A M0'IWJM OF 1021, IF THE EXISTINO GRADE 19 FLAT On IS A P051-flVE SLOPE DUE TO THE 5UPERELEVATIGN OF THE ROADWAY PAVEMENT THE MIN1WUU OFFSET FROM � SECTION A -A THE FACE OF RZAL TO THE HINGE PCINT, AS SHOWN, IS REQUIRED. THE AREA IMAIEg1ATELY BEHIND AND REYOND THE TERWNAL SHOULD ,BE rRAVER-5AFLE AND FREE FROM Oa.JECT*IF ACLEAR RUY OUT IS NOT ATTNNABLE THIS AREA SHOULD AT LEAST BEFMI�RInCHMlLCTE4 TO THE UPSTREAM 11,49HIELDED ROADSIDE AREAS, I 5, NOT FOR USE CN INTERSTATES, FREEWAYS: EWAY' DR NEW CGI,15TRU01QN, MESi *IKO ,PYED BY THE EW9MEER, 4,-O MAY BE USED �NVHEN SPECIFIED IN THE PLANS FOR 3R WORK THAT CANNOT CONFORM TO THE SITE PREPERA110N REDUREMFNTS CON PACE 4, 1011 LUITEO APFFUCATJGNS AS DE5CReEO IN NOTE 3, THE +'19A4 MG 5HOU-0 1]!E AS CLASS A. POSSIBLE TO i -RUE P094T THE SITE PREPAkRA710N RE:QLIREIJEN7S ON PAGE 506.07. THE SLOPE SHALL EATENO A MINtIMUM OF 4'-0" r FROM THE FACE: QF RAIL AND C -RAVING ',HALL CONFORM TO THE i)ETAL5 ABOVE. J5E 216 AGGREGATE, OR OTHER SUITA48LE MATERIAL AS APPROVED ElY THE E'JPINEER, _J SECTION 8-8 SPECIFICATI N REFERENCE: A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL (3FFK:E. MIDWEST GUARDRAIL SYSTEM ROAD AND DRIVOE STMDWQIS 221 �,R 450, ITANGENT END TERMINAL) A F.VISIOD OPTS TSHEET d QF $ 1,10GINIA DEPARTMENT OF TRArISPORTATION 00. J 011`11]�"!�� DIM *4 0 01 .1 GROUND EXIST GROUND EXIST ilGROUND "ST GROUND TYAAC.4L CONNDCTOW ROWD ST",PT S-EMOW KVAR AZOTH R110r) No 49* -ST"" PdAum &"Tf" 6VAArrAMJ? AV" (FU,8LIC M.4P,) 657 4r1M"CVLZA"VR VM.AgAr SPRZO.' 849 ArPH ST.4 A9.Y-0L6t9.f8 TO ST -4 24*36 4' BIKE 12' LANE (STRAIGHT S DRIVE AISLE) CG -6 THICK CONC CURB GUTTER SIDEWALK _. I F ---VO' CLEAR ZONE 1 H ­d 2X 2X 6' BUFFER WOT S�\-: BASE 4' MOT 21A T UD -4 4 441 1A111211JI11 STONE BASE *2 UNDERDRAIN STONE 36' FIC-�_IC 61' R/W TZP1044Z 6y0ffNff MOR MAO STRETT SAMW (7VAR XZOTH R/1) NO i0t*-ST"" PdB"AV .94STZ" 6VNNAMR M" (HIBIJC R0.4P,) 6:77 9RB" COZJ.&MB B")VAr SPr=- 849 AfPH ST.4 Zf*86 IV STEL M*80 (NIFUR J&JUINS J' Jr1AF FAV&,fflT.4 "*.N-R5*S5) 4 12 (STRAIGHT N DRIVE AISLE) LANE CG -6 FINPOIISHEDNT OF GRADE CURB & GUTTER 4' n*W CONa SIDEWALK SURFACE �--2-t­d zoik 10' CLEAR IE 2X BUFFER 4' UV -4 UNDERLDRA 4' MOT 21A - T 2oSTONE BASE 's SUBBASE $rw 4' IK8E [2' low — — I LA N E+(S7R C44T 5 DRIVE AISLE) 4" THICK CONC. CG -6 SIDEWALK CURB & GUTTER ' 0CLEAR ZONE - - - - - - - -2" 4�� 2X 6' BUFFER 4' MOT 21A 4 UNDERDRAINOT —4' UD -4 STONE BASE.' 2 UNDERDRAIN I Se a4.W 5 6' 2.5 4* 7HICK CONC. SIDEWALK 411 0' CLEAR ZONE T F --V 2X EMS GROUND - - I I . . � - 6'bVFFER 4' MOT 21A STONE BASE ENST GROUND 5-- 61 4' THICK CONC I SIDEWALK 0' CLEAR ZONE L t_t 2X EXIST: GRO�JND 6. 'W11TER STONE BASE EXIST. GROUND 7 4' MOT 21A 4' 7HICK CONT. SIDEWALK �O;U�ND CLEAR ZONE 2Z tS T OR 61 BUFFER 4' MOT 21A STONE BASE EXIST. GROUND (7RANS1770N) 2X 4 12' BIKE — (STRAIGHT N DRIVE AISLE) ii LANE POINT OFCG­6 CURB & GUTTER FINISHED GRADE SURFACE 2X 4' UD -4 UNDERDRA1 SUBBASE VAR. WIDTH — � — 6 (TRAVEL LANE) I ----VAR WD7H FIC -FIC I 4' THICK CONa SIDEWALK 10' CLEAR ZONE7 2W '. 6' BUFFER 4-2 T 4" MOT 21A .STONE BASE slow M. VAH W01H R/W TYPICAL 670.ffffff MOW MAO STRMT Sff MOW (V,4)? FITTH R14) AV Or T"�ff 911,FTfM CVNArAMR AO" 6W,&"C jWWD0,) W 28*60 STW 349 -Ale 2V AS'TA J874,(5 STA Z6*69 7V FT 4' IKE N (STRAIGHT.512D81VE AISLE) BA E CG -6 CURB & GUTTER ­4�_4 UNDERDRAIN 29 (LEFT TURN N DRIVE AISLE SUBBASE (STRAIGHT N1 DRIVE AISLE) I LANE CG -6 POINT OF CURB & GUTTER 4' THICK CONC. FINISHED GRADE SIDEWALK 10' CLEAR ZONE I - I SURFACE 2X 2X ;X77 6' BUFFER 4" UD -4 U td%A? 4fA MOT 21A 28' (TRAVEL LANE) 48' FIC -FIC 73' RA TMICAL 610%VECTOR RO,4,0 STREff Sff MOW rVAR OrZOTff R/1) NO -S TJW" Pd)WAV &4STffRff CONNAMR WW (PU8LIC R04,0,) 6 S7 L r"" 6 V1J, A MR . 0, FS16!A r SPff V. 30 AVPH STT R8*60MAS'T14 ST.4 80*16 IKE 121— _1_= AISLE) — BANE _+ (STRAIGHT S RIVE (LEFT TURN N DRIVE AISLE) LA E CG -6 -CURB & GUTTER UNDERDRAIN -4-7UU-_4 2X _VSUBBASF 61, FIC -FIC ' 5' 12'— 61KE 12' (RIGHT TURN At DRIVE AISLE) (STRAIGHT N DfRI VE ANJ_-) LANE ii POINT OF CG -6 FINISHED GRAVE CURB & OU SUIRFACE 2X 29' 4" UD -4 86 R/W TYFIC.a comwArmR mw smrA7 smwoff 49e' 8149 AV V,*-$rJZr" PAAffAV (AWMV All CSV brjMff CV1.=7vB P"JW SJMM JV ".ff j1*95 yV Br wWffr ArsAr rieOWMaW PAWAr IV YV M7 4' —12' -12' BIKE —BIKE— (RIGHT TURN S DRIVE AISLE) +7LANE (STRAIGHT S DRIVE AISLE) (LEFT TURNS DRIVE AISLE) (STRAIGHT N DRIVE AISLE) LANE CG -6 CG -6 POINT OF CURB & GUTTER CURB & GUTTER FINISHED GRADIE SURFACE 2Z 2X UNDERDRAIN 41' 61- FIC -FIC 66, R/W Trpma cmnam wjw -mmim sAm-low-eg" Blur) AV a*-,ffJW".PAWAV AMWAMMr (MIAW J01UP.) 4" UD -4 16, EXIST "N E;#ST GROUND EVST EXIST EXIST GROUND 4 THICK CONC. SIDEWALK 1()' CLEAR zoNE 2Z 6' BUFFFJd 4' MOT 21A STONE BASE 61— 5- 4' MILK CONC_ SIDEVALK 10- CLEAR ZONE zr BUFFER -4 6' #* MOT 21A MW STONE BASE SAW FAA_ �111 ILI A 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+UU 29+50 3U+UU 3U+5U Jl+uu ;jI+Du ;3z+uu 3z+Du Js+uu ;5.5+0u J41pvu JArTav aaTvv liv � yu Vv ,,., .....,., w. .... -1 30 MPH DESIGN SPEED 5 0 2.5 5 10 20 { IN FEET } 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 {( IN FEET ) 1 inch = 60 ft. r NO TBS.' 1. THE STORM SEWER PROPOSED IS VDOT STD. CL. Il/ RCP, HOWEVER PER 2016 ROAD & BRIDGE SPECIFICATIONS SECTION 232 FOR SPECIFICATIONS FOR THE USE OF RCP AND HDPE PIPE MATERIALS, jj I IS APPROPRIATE BACKFILL IN LIEU OF RCP (SEE VDOT 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 95% 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 & WIL i 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), B. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCT70N PROCESS SCCiT'I' CC3LLTN 4���-I " 674-- 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. •� No. 35 791 �. I I + f t ¢ l -'-` ` -- HIG A PTS VI STA:2+5 VI ELEV.-Of1.3�i-O : 32+4.39 . im L 1y AL -%V LVC: 660c —_ _T > oil ev - I X3.5' ¢ Ln I ¢ i N W ( '-' 335, Pry STA1iC (' 7� ~— 655 — _— 'LOW P ELEV: ¢630.35il PVI A:24+ 1.34 # ( 1 f _ m ' .-' --,_._ _� -----�--- k f ILu �� VDOT EXISTINGlGRADE STD, CD- �4 .__. IVI �L.EV AL L FILL MUST MEET --- -k ¢ 65(} ¢ j <:37.031 - ¢ LVC:434.00 - D=20 ' i I i i � ( ¢ ¢ � ' co ¢ � y O�` � I _ � I F -- I � ( -I I I PROPOSED AIR � ¢ -RELEASE VALVE PROPOSED 12" CL. 52 DI WATERLINE ( i I f SANITARY SEWER BE EEN! I PROPOSED 54 D 7.8' W 12" C!' P sf�- t L -SAN S { � � { 95% 3S' COMPACTION I L PTE PV[ SA:40+7 EV. Ei2 -L -E -V: + .27 .9$ z I i _ry i i # MH 2 AND MH 1 SHALL BET ENCASED 1N A STEEL SLEEVE--,,,,,,!¢ �t r'91jr I ¢LVC:50 K:5 .tIO .00 _t c c, I �_ w I' ,%` —� -� __� I �_ IN ACCORDANCE W/ DETAILSED C __— -- — --- J Q1 Q o ¢ — + ¢ # # F, Q 2} - 12 45 # k 12x$ TEE n BENDS ; f I �_ i I TD -36 SHOWN ON SHEET 6I �. ¢ PRI FH ASSEMBLY ver# 12"x6" TEE & 6" GV, ___� __ _ f _ _ T, Q6�� - _ ' __ BVCE:63 EVC: E 43+27.98 _ .83 —_i__ (�-s o cn � - z < � p , a a- ----- ----- + _-_.-__, .__,_..._. __ _.______._.____ - } �— _ _ __._ — _.._ ____ ________. ______. _____.-----.__._ ._ ._---. _ _____ 2 - 1 _ ______ ..__.__.--___-. STA. 35+40 y g° 4 SD=33 y Q ; ¢ ? I ¢ I i ( f + { \11-p ROPOSED DI WATERLINE l 12" CL, f ¢ 52 i {1 }-8" G.V. I i I j ¢ _ i + P I irlTHtN 114A OPOSE SRALL BE T 'WATER -_ LOCATE E BIKE NE 1) NE PROPOSED " " Q� ¢ ¢ zz w Q Lu Lu 635 )TI. PROPOSED CD -1 ( GRADE k --- _.- ---¢ ---f_._ -I_ VDOT STD. CD-�_.2} ' ¢ k - � ¢ -�+ i _+ _ — i -----� { 12 x1Q CROSS - 12" G.V. ) " G. STA. 36+49 � k 115 - ( REMOVE EXISTING PLUG TIE NEW 9F 12 D.I. WATERLINE ,_ ,ALL FILL MUST MEET _ ___-- _ _ � I i � ± ___..__ ____-________-___.._ �_.______._. __.____.__-�-_..-___ I i._____- ILL (TYP.} _-.._ _ - COMPACTION63 X25 + , # , } i l Fr " 12 x6 TEE FIRE HYDRANT 10x8 HIGH BOXLu 1 # I -_. _ __ ___._L_____ _ _._ ¢ .-._--________.._. ( P k I -"� # I PROPOSED - � �� � as WATERLINE t ,r. I 62fl ! ; CULVERT TUNNEL XIS ING GRADE I y{ f Lu t jj z z 3vi 51go5 _ w t17 i-- ¢ i I j �� t ¢ ; _ k I I ` z _ - -_ ¢ ( i I f —-- - - ( ¢ I { III _ I �.__ �_ !0 W O CL CL EL ( k 610 w z CLT v + 72` CULVERT i I I i I I ! ¢ S �" - IL Z co �'1i I � ¢ k + tY (9 L. { ('o' + !'- w r i ! 1 # �] 0 co i � � it Itin 605 0=> -- O w W I O w 1 i ! �� ¢- _ }} i -¢ ! _r - O m w N � ---� — j- } } ¢w w cr) � w �o� �.. rte*'" Lil CX w,-� I.- Z t- _ w06 �e , -�— k -} SANITARY PIPE 10" CL 50 DIP C2 -C1 IN CASING � I � �N � t�-^+f� CL ! � { ( W Z, !jf W H H .� w m ily. G3 � ci_ iii co r i`+ r C:? LXT s + fit? N C31 ttd} SS? �- Li? N iC7 t�f1 t+7 �d L7? O 0) r L7 Y}} Q tY cot1Q t1Q Rt � O N 0) � d r iO �° � c� t1)uj � co g r+ i�Cl � � `300 .+" L9 0) 6 fi LQ Lh ui Lr} LL K d � C coLO L0 LD f CU n LO CO Lp O tL KO if CL04 Z CL LO co Lfl LLT c L L Lfl LLT LTcttr LS coL co r -n nn . nn nc� ..cn n� ..rtn 77_._CA 7ti.i/SA 4LTiGA --------- 44,s.(Ttl IcIf cd.__ 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+UU 29+50 3U+UU 3U+5U Jl+uu ;jI+Du ;3z+uu 3z+Du Js+uu ;5.5+0u J41pvu JArTav aaTvv liv � yu Vv ,,., .....,., w. .... -1 30 MPH DESIGN SPEED 5 0 2.5 5 10 20 { IN FEET } 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 {( IN FEET ) 1 inch = 60 ft. 0 m E r NO TBS.' 1. THE STORM SEWER PROPOSED IS VDOT STD. CL. Il/ RCP, HOWEVER PER 2016 ROAD & BRIDGE SPECIFICATIONS SECTION 232 FOR SPECIFICATIONS FOR THE USE OF RCP AND HDPE PIPE MATERIALS, THE CONTRACTOR MAY SELECT A VD0T APPROVED MATERIAL WITH I IS APPROPRIATE BACKFILL IN LIEU OF RCP (SEE VDOT 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 95% 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 & 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 VDOT STD SL -1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL -1 ON SANITARY MHS), B. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCT70N 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 CERTIFICATION. 0 m E r r f�112066 M. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 k1juloaNwAs 1 5 D 2.5 5 10 20 IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 5D 0 25 50 100 200 ( IN FEET ) 1 inch = 50 it. 4+50 5+00 5+50 6+oo 6+5o 6+75 ALONG EASTERN AVE 665 1+5o I I 3+00 3+50 4+00 � 5+00 5+50 6+oo 6+5o 6+75 �- DISTANCE 3 .ASTERNAVENU I -BINION f 665 TH 665 AVENUE PARK RIDGE DRIVE STA. -44+86 SIGHT DISTANCE ALONG EASTERN 660j6ti OBJECT=3.5' 56 1 ( I 1 rr I ! �SCQTT`'R. CQLLINSZ ° 66o 66575 665 U No. 35791 51G1� �; pt5� x E335 ` HT. OF 655 r - OBJEC =3.5' 66o I 650 - -- ( - I - 1 - j t-- _ ! ® '`` ! I ! I I 656 1650 I 660 . OF 655 645 OBJECT=3.5 `` r' r/ HST EY OF~`",, ~�`~ 1 I j I 645 65o f/ / 650 540 ., a r" 6 0 4 635 ! i I I _ i 1 ( Imo\ ~��` r r GE' / 635 655 545 `�-� r/ ! 655 -`-------- r 630 j r i BJEC =3.5 630 rrr r , 'rr-" I 640 uj Lu w w "' yp 00 N 00 r P' CO rV, Ln rn Gn i m ri .h t N m In n-, C7t 'n %6 N co 0 rit N ,�, o 6 00 N � ttl >n 4 fl rn � 00 >b71'j w u % q0 tp LD tDLn I to to � tp '� to tp m ,� m tp co m , w 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 k1juloaNwAs 1 5 D 2.5 5 10 20 IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 5D 0 25 50 100 200 ( IN FEET ) 1 inch = 50 it. 4+50 5+00 5+50 6+oo 6+5o 6+75 ALONG EASTERN AVE O+So 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 6+75 �- DISTANCE 3 .ASTERNAVENU -BINION DRIVE TH 665 AVENUE PARK RIDGE DRIVE STA. -44+86 SIGHT DISTANCE ALONG EASTERN 56 1 ( I 1 rr I ! �SCQTT`'R. CQLLINSZ ° 66o 665 U No. 35791 51G1� �; pt5� x E335 ` HT. OF r - OBJEC =3.5' 66o OAL• 650 �_ �~`. ! 656 I 660 . OF 655 OBJECT=3.5 r' r/ r' EYE 3.5' 65o f/ / 650 a r" "�.. 645�r�``-'r r r GE' / 655 545 `�-� r/ ! 655 r 640 rrr r , 'rr-" I 640 1T. OF /' I 0 BJ EC ii=3.5' 536 650 630 I HT. OF �'' EYE=3.5'LLI I i 12 Go 4 630 628 i 528 --1 ".icoc0 W Ct! m .t m 545! trk e' tin ' c`y � ! nt , m N r, I �• to O rl '"ry 0 'tt st j.,, '+ O 0 `t 00 w� 0 Z2 t0 0 u ui Lu Lu o w .t w w kD tri to u > '� w w to U) w ' N. Ln '� w ko oo �n w w ' css w w o0 Ln w 45 c' NJ- ` 1 ILu ARK RIDGED 1VE ��� M z Enw CL ` - 640 LU � 635 I 1 635 630 1 i ! I I 1 630 00 CO 625 °--' ' _��Y 525, LU J u.l Lu o a N i! 00 N r3 .�- t7i *d h+ :n w ►n O N Lit `-t oa co N rfr 00 m C31 o N Rtt a r!t c0 (n r± a of t,n 00 rt N a m 00 to a m r: N GT! Ln GS Clt Co tLA tt� h OR N 4n � w tO tD "' w `° ca to w w vs Ln to to ,�- Ln w tcs Ln w w crf w w m 4 `° +� tra � `�' w m '^ w w w N m w w m N rn `° w m N w IW O+So 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 6+75 �- DISTANCE 3 .ASTERNAVENU -BINION DRIVE SIGHT 665 AVENUE PARK RIDGE DRIVE STA. -44+86 SIGHT DISTANCE ALONG EASTERN .LV-PVtt 1t)+5u 11+00 11+5o 12+00 665 13+00 13+50 --- 24+50 15+00 15+50 16+o0 16+50 17+00 17+25 4y� JOB NO. � l 11 L SYS 12066 �- DISTANCE 3 .ASTERNAVENU -BINION DRIVE SIGHT 665 rr I ° 66o r' r'rr r 51G1� �; pt5� x E335 ` HT. OF r - OBJEC =3.5' 66o r 656 H . OF 655 r' r/ r' EYE 3.5' 65o f/ / 650 a r" 645�r�``-'r r r GE' / 545 r/ r 640 rrr r , 'rr-" 640 1T. OF /' I 0 BJ EC ii=3.5' 536 635/ 630 I 630 628 i 528 --1 ".icoc0 W Ct! m .t m r: �� trk e' tin ' c`y � to ° nt , m N r, 'ar to O rl '"ry 0 'tt st j.,, '+ O 0 `t 00 w� tU t0 tp .��- t p *i va o w .t w w kD tri to u > '� w w to U) w ' N. Ln '� w ko oo �n w w ' css w w o0 Ln w .LV-PVtt 1t)+5u 11+00 11+5o 12+00 12+50 13+00 13+50 14+00 24+50 15+00 15+50 16+o0 16+50 17+00 17+25 4y� JOB NO. � l 11 L SYS 12066 �- DISTANCE 3 .ASTERNAVENU -BINION DRIVE SIGHT r yc 4y� JOB NO. � l 11 L SYS 12066 �- t • f 3 x S r yc 4y� JOB NO. � l 11 L SYS 12066 r SCALE +� SHEET NO. 'I. "', \ ,.'l � / ­_ , , � I 1. - I r / I � I � . �, / i ��11 i i U � � � I ------ � .___ - - / _­ t- . I --- _,LJ_ F -___ - ,�, I I I __­_ ,� I "I. 11 � 11 . I I � I ll, I - __ _1 � % \ l " � ,­ !­- I ,�:�_ - ." ,--1 - " i / 1-11 � I i il 1 1 i ; / �, - - ,� - ____ "', I - - - - ­ - "I I � .1 ,� ... I I . I - -------- I __ - 1 i I ; � I � I " "I - __ I � ,,, ,/ � --- -- - / I "I / I / . 1 / _-1. I I , I _ - - 11 � I � I . � I , � I , , - I � / -1 - l ; , . , - ­, _­ - --- i ___ � : - -,- '�', �� - . � % k I - I_ '. , - / / , / , . ,A � ,,,,,__1-__11__ I / -J I / -- ­­ / .... - --- -- -- 1, I - 11.1 ". ,-.1 ,� . I I 11 ll, - " , / 1--, , - " - / I , ,,, ! 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X�\� , \ ­ - I , M-CROZIET ­­ - I-- l I "' t ____ , - J, I 1 - ­­ 4 �7, 1 - - , -, _�­ It ___ - -- , "��yl j ­­­_ '. , 1 �-x #b " " F ��,:,�-- `�;�,-, 2."" -- - 4 - - - .---,,, i, " � W `/ /,-, ` ­-­----­,` , _j [ __1 � (400WN't ,, � .. / " , ­_ I . � , __ . 11 �, _`��_4_8� ,� � I ,I I I 1, " /1 � . I I � 11 � Project Wedake Hills I Glenbrook Connector Culvert Plan Sheet No. 1 Designer KKW . ____ Sheet 1 of 1 1 — � .... . .. I—— . Rev. Date . I Date 113,011,8 Time of concentration (Tc)= - 0.93 AHW Controls STATION: Pond and swamp areas spread throughout the watershed= I __ HYDROLOGICAL DATA: D,A�= 130.28 ac, I Area Calculated I 00 yr. Flood plain . � .- ____ elev. . 0.07 CN Design AHW depth , — elev. 380 percent impervious; unconnected/ connected Structures � � elev. te% TWelev. . = Flow tD Culvert (130.28 ac.; CN=85; Tc=56 min.) (Appendix A) = — - 5.13 6-21 Shoulder — - 1 � . impervious area ratio) 1 elev. 630,67 — = B Residential District (1/3 acre) ""' I . - elev. 630.4 1 � , � . �i ::i_� DISCHARGES USED B I ADT . I Skew 0 Cove r 11 1 Q 50 = 39T02 CFS Detours Available Length 88 17�54 1.36 0 100 = 4K40 QFS Overtopping Stage __"V'�98 � �So= �2,039%1. �In �1. Q = CPS Flood Plain Management Inv_ Er 0� v . E 605.56 _1_ _ — — Q = GFS Criteria and Signilicant Impact _60T98 Orig, Gr. Elev, . — I L= 119 Orig. Or. Elev. Q — = I � CFS I . I I I I I I I HEADWATER COMPUTATIONS CONI OUTLET End INLET C NT. I OUTLET CONTROL I CULVERT TYPE &SIZE Q Q1B HW VELOCITY ire at COMMENTS HOD HW Ke I do (d c-fD)12 ho H LSc HVV ,C.M. I Smooth ELE Proposed 72" RCP Culvert (50 tr) 39r7 397 1.70 I 1A2 O�5 5.4 5.70 5.70 5,5 2.4 8,8 &8 NIA InletControlled (+ 10.2) Proposed 72"RCPCuIvert(l00­yr — 4K4 2 1 13.2 0.5 I 5,6 I 1 6,80 I 1 5�80 1 9 1 2.4 1 12.4 12A r I � NIA I Inlet C qn(rolled (+ 13, 2) __ Design I Flood Exceed. Prob. Elev. . Overtop Flood Exceed. Prob. Elev. SUMMARY &RECOMMENDATIONS: � A 72�'RCP culverti�s adequate for the 50 and 100 year storms and will riptover-top the -oadway. — Base Flood 1% Exceed, Prob, Elev. I I I - -, I 1� I I , I 11 ---------- i ..'­ " ­ 1. .- - I _` -_ I , , I -, ,,�_� -_ . 1. A, I . I -1 --_­L��_ _,\\, '� , �. X, � , , 1, � �,� -, , " �. - - - �_", ", " I A� / � -, � , \ 1, \ . , I '/ �. " -- " \' �, I \ \ � � . ''I � " - I � ,�,_ I - I / / " - - I ,� ,, � . , - I �, -,,,,' - � � I . ,� J, , �7 ,�\ % _��_ X" � � I. - ", " 1 -- --- , -I I � I ,,� �'_ , '. - ,_�, 7 ----- -111. - I I - ., l _ I - __ ,,.., / I _­ -1 'I � I � � , , , ", , 1, " L"_ _1111�_ , I . , __1. \ \ ` , "k- .., .1- I- 'i __ , 1�7_ , ____11 - ,�4� , - , .. - __ ___-_._1_1- ­ -,-- ,�, ; , % ____ � , . � . 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I �/"�` , '.. , � - , , , � , !, ,1�_ � , " - __ — I F l,--- , ,_�, " 1,�L, irl I I ��, , 1 I— ,4 1 1 )C .1, .— �___ , 7:7�_ _� . . . _ - -1, - 11 I- I , X ­,-,"�', 1� , .1 ,� . . I , - . I � I 1.1-111 � I . I I ,, . 1. 1, - � . I ; 1� -,-,... ­­­ ­­ ,_ _­ � I I , Total Drainage Area and We ted CN= 85 130.28 2.79 f - - t __ -­ .� - ! / 1.\ . I'� �. '�, 'k7 1�� - - I---'-- ,��/ �%1�11�,Xll I . 111 , I , �­_ - � / IL - ,­_ � / .11, , I , � �_, -- ,\ I " I - --- � --- - __1 �: �, - , I I.. I - 1. _11- I I - I I �� �- I , l � � r- - - -- - � �, ­­ - �� - & - __\ . / ;;, / �_______� :,-:. -­__'% _�KURAL I 1; 11 ,< I - --- I., . 4 � - - .t� ,�',� �, I � I I .11, . - , � I -- - / -_ ,, I ­­ - 11% I%*,, I l ­­ y", . � ­ � ... _..'', V ­ �l I L i V / / , __.3 , - - / --- � � ��11 �, , .... 11 I I � I " , . .. -- 11 l:, I 11 1-11 ,. I , �, / ill- .1. . r " I I ,_\ / / o � --- - "", � I I., - ----- 1.___��, 1, � I Xk '111111 . � _­ I—— - - - S 2. Runoff (CN 85; 130,28 ac.; S=2.79) / / I '' - j 1, ,�_ - I / ____� , ____ ., Z f, I 1� , _­ . i C r7r I / I N f � .� , I ,_/1 X V, 18 I I -1. - I / [ � � � X1, §��l,. � 1, . ., - I , 11 . - - I i ; i � 1. , " . , --- ____ -, , " 11% , I I - - , ­_ ­ -, I- -1 - : � _ . . I .1. � i C., 2-YearStorm 10-YearStorm 50 -Yr 100 -Yr / / I ROM , I - ------- l 1i - I - - '� 1<�� , '' I , I I I :�, � / / A ... I � I __ �- ". I ,\ � __ "I - . 1. ',., 11, _11 I � I " I.. i /'' - 1�/ / - 1. 'S, I \11 I � / / t I � ------- - ��,_ ______ � �� I ,�, - I.. " O�/ IN . . � � I .. - I 1-1 ­­. � ,/ 11 � I I N e n � i I Frequency -years 2 10 50 100 ( � I DAMIZ � I / - __ I I .� , I , - I� I/ -1 I _____l / �� ---M' .1 I., 01 ,�,, ------------- \ ; . . � �` Rainfall, P (24 hour)- inches 3.6 5.4 7.7 8.9 t � 0001- , � ___ ��. 9ft � , - .1, ,�z I I 1� - i I � � _� / � ; I- /-%rNrx / - __-1_1 - -M -w lt� - I �,,� I . �t� "," / owawl 4 - , I ; f 11 - 11 i / , ,I I / I / I '� .. - " I \ I I � � p --I--- ____ - � - � " / / N/_,__� --A I 1, � � 111'�, -, 1, o ., � � . ______ I I � Runoff, Q- inches L57 IG8 SA3 6.21 l -­ ­­ - P, I 0010 � "I � 1, . I , , I '. - ..� 11, - 1-_ .1. I -.1-- I I I � . ., ­_ �, � I I-. .. I �1 -_ -, --- I- ,��\ I �� 11 I—— . I i I . . i i I ... _­­ , 1\ k � � ( I I � ... �, , I U.S. Department of Agriculture 1- �', 1, .1 I- I � , , , . % � l . . -1 ''? .1 I �1, �� 1,� 1.1-1- . __..___f_______ 11 I ___' f I., . I � --- ,� - 1 - ".. - � , � , N ,J _-) 1--, � -41 ------ I / 7,,' __ — , I I POOL /," ' i / �, f , � % __ � I I / . / i, --,/,/ I--, -, k . — - 11 � �- I � � / 11 . I AV , 4, 11 1". � � - , I., "I , 1, / i I 11� � , ." - , - \ -1 I I , / \ I . �� '_ , , .. .1 \ .. I � //// � 60" ,� _.- ____ I 1�� _,­ .;o# " � ,., I --.- 11 Project: Glenbrook Culvert 11 �". � � \ "I 1 �11", � _. 4r j 11 �. �� _�, �� 1--l. � I . I I , , � I -', Natural Resources Conservation Service Location: Park Ridge Drive, Crozet VA ,.� �, 1; 11,,� ..'� � / / / '% ----,� , k",--, - -1, - �� - ., 'I, � �1, 1--_ 4 1, , '11�1 "� �_ -l ., . __ ". , I ....... . (I... � ", .� �.. \11. .i, ,, - ­__ I—. I'll ._.. ., � i i I / ­'. I . 1, , % - - --.-- I � , I 11.. 1, I .. :', 11 11 1%� 1%. �. . I , " � 1, I, - , _1 .- - , � - . 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Data I Drainage Area Description — i Cove r description 2 Drainage Area (Am) in miles = 0.2036 Runoff curve numberCN= Soil name and Time of concentration (Tc)= - 0.93 Rainfall distribution type= Drainage Area Pond and swamp areas spread throughout the watershed= (Cover type, treatment, and hydrologic condition; Paved Area Calculated 5. Compute la/P hydrologic group 0.07 CN 0.04 Description 380 percent impervious; unconnected/ connected 380 (Acres) S'Value 7. Runoff, Q from Worksheet 2- inches (Appendix A) 3.08 5.13 6-21 8. Pond and Swamp adjustment factor, Fp 1 � . impervious area ratio) 1 - 1 D.A. #1, 6 B Residential District (1/3 acre) 72 11.42 3.89 D.A. #3, 4 B Urban District (Commercial & Business) 92 - 4.03 0.87 D.A. 4S B Urban District (Industrial) 88 17�54 1.36 D�A� 48 B Residential District (Townhornes) ss 14.92 1�76 D,A, #2, 9, #10 B Residential District (1/4 acre) 75 71.38 3.33 D�A. #7 1 I Rural (Farmsteads) 1 75 - 1 10.99 1 3733 -] - -1, - 11 I- I , X ­,-,"�', 1� , .1 ,� . . I , - . I � I 1.1-111 � I . I I ,, . 1. 1, - � . I ; 1� -,-,... ­­­ ­­ ,_ _­ � I I , Total Drainage Area and We ted CN= 85 130.28 2.79 f - - t __ -­ .� - ! / 1.\ . I'� �. '�, 'k7 1�� - - I---'-- ,��/ �%1�11�,Xll I . 111 , I , �­_ - � / IL - ,­_ � / .11, , I , � �_, -- ,\ I " I - --- � --- - __1 �: �, - , I I.. 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'S, I \11 I � / / t I � ------- - ��,_ ______ � �� I ,�, - I.. " O�/ IN . . � � I .. - I 1-1 ­­. � ,/ 11 � I I N e n � i I Frequency -years 2 10 50 100 ( � I DAMIZ � I / - __ I I .� , I , - I� I/ -1 I _____l / �� ---M' .1 I., 01 ,�,, ------------- \ ; . . � �` Rainfall, P (24 hour)- inches 3.6 5.4 7.7 8.9 t � 0001- , � ___ ��. 9ft � , - .1, ,�z I I 1� - i I � � _� / � ; I- /-%rNrx / - __-1_1 - -M -w lt� - I �,,� I . �t� "," / owawl 4 - , I ; f 11 - 11 i / , ,I I / I / I '� .. - " I \ I I � � p --I--- ____ - � - � " / / N/_,__� --A I 1, � � 111'�, -, 1, o ., � � . ______ I I � Runoff, Q- inches L57 IG8 SA3 6.21 l -­ ­­ - P, I 0010 � "I � 1, . I , , I '. - ..� 11, - 1-_ .1. I -.1-- I I I � . ., ­_ �, � I I-. .. I �1 -_ -, --- I- ,��\ I �� 11 I—— . I i I . . i i I ... _­­ , 1\ k � � ( I I � ... �, , I U.S. Department of Agriculture 1- �', 1, .1 I- I � , , , . % � l . . -1 ''? .1 I �1, �� 1,� 1.1-1- . __..___f_______ 11 I ___' f I., . I � --- ,� - 1 - ".. - � , � , N ,J _-) 1--, � -41 ------ I / 7,,' __ — , I I POOL /," ' i / �, f , � % __ � I I / . / i, --,/,/ I--, -, k . — - 11 � �- I � � / 11 . I AV , 4, 11 1". � � - , I., "I , 1, / i I 11� � , ." - , - \ -1 I I , / \ I . �� '_ , , .. .1 \ .. I � //// � 60" ,� _.- ____ I 1�� _,­ .;o# " � ,., I --.- 11 Project: Glenbrook Culvert 11 �". � � \ "I 1 �11", � _. 4r j 11 �. �� _�, �� 1--l. � I . I I , , � I -', Natural Resources Conservation Service Location: Park Ridge Drive, Crozet VA ,.� �, 1; 11,,� ..'� � / / / '% ----,� , k",--, - -1, - �� - ., 'I, � �1, 1--_ 4 1, , '11�1 "� �_ -l ., . __ ". , I ....... . (I... � ", .� �.. \11. .i, ,, - ­__ I—. I'll ._.. ., � i i I / ­'. I . 1, , % - - --.-- I � , I 11.. 1, I .. :', 11 11 1%� 1%. �. . I , " � 1, I, - , _1 .- - , � - . I , � 'r I . -- � , � �.. ., 11 J - , / , // / 11** ___ _� � X I , - 11, , I , � I N , I , / - , , / � , \ � / I -_ i I ... � _ �, ", 40�1 11" __ I- i I I I 1. _-, !Pf I , [TR55WorksheetITime of Concentration (Tc)orTrave '_ � / , l, 1_. I I I � � .1 ­ � , 1-11 � - __­ !: I , � \ 11 L� �, - - ." ": I _ 11 ­ : % 11 -I � " .. �.. , 11 I- 1- I .- t I Time (Tt) Check One- Present X Developed X I , , , � ---I- I I , "I.- - ", - , ., ,_,� \ ,, �- ---, , ., I I " � . I , ! l - I , / / , I ." - . % 11 l \ _� /,� - %_ , . !­, ". - , � , , ­ "I , ­ �, . � ... I ! ____1 / I �1111//` ! ll'i""'I/ I/ N ______ �, I., 11 " "'S.� �� _�'_, - . I , % .1 , . � /' . I - ,--,---" , ,,�_, I.- I Project: Glenbrook Culvert 1, .. Location: Park Ridge Drive, Crozet VA � . - . 11 Check One: Present X Developed X __ Check One: T, X T, I , , , I � I - , I Segment ID: E�_ I ,- . - Sheet Flow: (Applicable to T, only) _ __ . - � - 1� Dense I 1. Data I Drainage Area Description Cu Ive rt Watershed (Developed) 2 Drainage Area (Am) in miles = 0.2036 Runoff curve numberCN= 85.0 Time of concentration (Tc)= - 0.93 Rainfall distribution type= 11 Pond and swamp areas spread throughout the watershed= 0 � - I 1. / "I �. I - .. I I '�" - .1-1 �. �. / ,� . . ........ .. - - - - � I/ I ----__ 11 , ___� - " 111W 'R\X,K" ��', 1-11 I 1- - � I : I I , - ) __ . I I � - I .. . , I I � , - ­­) / , , , I 1 I ___���11 \ -/ \ ,'I> - � . ., I � I ll , 1 1\ I _______ " - ", - __ 11 / . �_ —, � I ll - � I ___ l' ) , 11 , . - k �_ - �, I � I � .1 " ". " 1. . ... r , /' -_ - __ - - --- -- / "_ / t l , � *$ .1 I 1. , � , �' ��_� ', " ­__ , 11 I , -1-- :� �� __ 1- - � ,,;� I �. � � / �' " J � .. 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I i ! / T " ,-,-, / i _-_ - - - , .1 � .�, .� I I., ", ­ I � ,.,� 1, __! 1 Surface description (Table 3-1) Grass ­ i / / - �, ,. ; / 11 / ". / / 1, � 1�1 I -11, ".\ �,� 1,..�,.., Z "I ­` I/ 1-1 " �. , �1) -.1--l-11 _.- - 2 Manning's roughness coeff., n (Table 3-1 0.24 .I-- .- ­ �_� 3 F I ow I e ngth, L (tota I L < 300) (ft) ____ 300 ,:, - 0 , 4 Two-year 24- h o u r rai nf a I 1, P2 (i n .) 3.6 1 '. 1 5 Land slope, s (ft/ft) 0.01 � 1-1 6 Compute T, = [0.007(n*Q0-8] / P,"' 5 s OA . 8.9 - Shallow Concentrated Flow: . , , 7 Surface description (paved or unpaved) Paved 2. Frequency -years 2 10 50 - 100 3. Rainfall, P (24 hour)- inches 3.6 5A 7.7 8.9 4� Initial Abstraction, la- inches 0.353 0_3S3 0353 - 0353 5. Compute la/P 0.10 0.07 0.05 0.04 6. Unit peak discharge, Qu- csm/in 380 380 380 380 7. Runoff, Q from Worksheet 2- inches 1.57 3.08 5.13 6-21 8. Pond and Swamp adjustment factor, Fp 1 1 1 - 1 9. Peak Discharge, Qp- cfs I where Qp=Qu Am Q Fp 1 121.40 238.09 397.02 I 48OAO 1 \ r, i - I � 1, , 1� . '. 11 � �, - I i I r , / / / / z" I " " \ ", I 1, .i " ,'�' ' ". , _'� _- I I ," - -- e / :� ,� � 1. ,�,� ,­� I" ,_ , ,� \ � C r -1 ' __ r J // , 1 , - �,__ - , " \ " � I , , � / -­__ � -- _- I i 11 .1 , I .1, / " _` " ---- . i � i / I / -'- -_ -_ // / _____ " / 1 / /­_ / " ,.�:,.,_�,__.. -- I , , � , _,��;-` , � .. i� ,> I \_',� - d I" � - " l I 11 l � " . ULVERT) / , / , e ­-, \ Z'�� ... ,,,,, \`­,�� ,,.,, -11 ­/ ,�,,-, " l,�'. " 1\ -­­- - __ �". I /' I. ,,, ,., -, __: __�', , - ,,. 1, \, .. 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".. I I � .,- , �, ." , , - ­l.IV, " .., * I �, "_­ , � , , X 1 11 ,� " \ ", - -_ -- I �, ". , I a - __­­ - I ­' . , I \ , . _� ___ --I---- 1, � , / __ "I , 1, 11 '.1 'I, "I ", -11 -, .." � , " - ____ . _� � - ,--,. "I , .1. .1 .� \ , - , - , � \ , , , I � ­­— --- __ 11 � --- __. � - -, " / , "' / ,." , " I ,� � 1�1 � �,,� "", \ \ - , % , ­� , \\ � _­ J / - I- , , . 1� , " � - - " I \ , � - , I I - 1. - //_ � � , � -1 I I � . - - - � I , I 8 Flow Length, L(ft) 9 1 V .� I � " " ... 11 %. 1, ,-- I 1� - / - I 1, 1 ILI�l I.." " � " ,, 11\ I -,---,- ___,1,. �� ll \ � \ \ \1 " \,.,- � \ --\ V_ , i I I/ " � \ � % � "I \..,-- I'," ,. �_ " - 11 ! -.-,- -.I-..------ ­__� ". ­-:�_�__ �, , ,.,­ ,Ir ____ I 11, _', � "�, , ,� ", , / . " .--- _ - --,,,- � " \ \\ �, \ 1, �� \ � � _-, ll , - - .,� . " - I __ \ 1 " ,1 �, "� I" z --- __ " ll `\ \ \ \ , \",, � �, \ � I ! � % , l I - , - . I '. "'. -, , . � � N '. I � -le" "�', �­ ", _­_ -_ I ., \ , 'r ', � �_% -'\ I , � , \1 - � - I - "I / - I I "" , , "I � , ,­ � _ -.-- _ , `�� ----. __ ,\ \ I ---- ---- J -'-- -,, \ , ,,,�_, ,-',,,, � �111 \ , _­ I \ . �\ \� \'� -,�­, " \ , � I-"\ __ - � �,_ , i 1 9 Watercourse slope, s (ft/ft) 0.052 . ­­� �.11, -,,, _ ------- i I 1� ;,� r ----I , � � � � � "_ / - I - ------- / 11A .. -, I , ) l,� 11: , � I / I ..... ... �., , - \" . I , ,,, - ,l I . �11 11 � , � 1\ \\� \1 � \ \ 1, \ � � =_�_ _� i- , ! , � LJ "� ,__ �J ', __ _.�, --- ­ --1- " , � . � _­ \ 1\ " \ - I --------- , i- - 10 Average velocity, V (Figure 3-1) (ft/s) � ! / - -1 1 � �', " � 077] - / i I I � � _\ , - ­_ , J %, \. I '\ - l", I � � . ,�'­, I ll�. /,__ / �", ". I'll . I N I , I-, .1 - ��, .. 11 -1 � "__ \ , ,� � \ \ ,_ _-1, \ \ I F_-. I , I- ., i I _ , --- _­ /' � � , , __ , .. , ,�_ '. , I',, ".", ., " , , ,,, � 11 � __ __ I \ I \ - I 1. , � " � . I _T . 1 ----I I i. ,� � I � , -, -, 1, 1'� / I 1-1,/ � I 1, � ,.", �� , ,� �, "" .., . I , " - , � \ � I IN � � ­­ " I 11. \ " , � ; I \� � ___­ . �, - I �'_ �\ ,,, \ � 3 _­ %� 3.7 1 1 ----- -- I - -, / " � l � ,___ . ,/ � \, - % \ I I- - - 11 T, = L / 3600-V F / " ____ " J 11 � I - ) � / , I \,,--� " '­�,\',, , \ \1, \\\'\, "I" \, __ "\ \ \ I , __ I - , .1 I 1, . ,�� I \1 - , , � I I I , I (',_ ____ 11/,., ,I ,_\ - " , j, 1, � - , I ...... I .11 .. �., � , , 11 Z Z \11" "I �"` ,./I ..... . \ ".''_, ,.,� \ , " \\ __ ,,,-, \ , _._______. -- \ ," I ... . .. I _________­___ I , � ! - _/.' / , � Z ." ", 1, ­­­ ­ , , ", / 11_� \ I .1 / �'. "" ,� , ., \1, -,, I - _____ ­ 1\ _� [�---------______ , " ',� 1, I "., ". �''\ I 1� 1, 1,", �, ", "", I" ',,.,' ­\ \ \ I ­­- __ ', _ � ., ___1 - " � L _Lf , , '. -­ � I � ��� X " , -t - -, 1\,1 , , IN � - � � ", ,. ,,,� � I \ \ I \ \,'�\\ -_ ''\, , 17 [ i � I I I- .1 I ,, � .- _`.", \,N\\ / .,_�', \ , \ I.., �1`11 \ \ -I.,--"-- I ,�_ " , " I � i ____ _'. I I '. " 1. I. �� /, " I ... q \ I.", "I ''I ,. , , \� I 1 6 E51DENTIAL'. , \ 1%, '� � � ! L . _11 �.. �.. ,. _-_1 - I � , I � , / L, , � / I 3 i � I I � Channel Flow: I � / i i J� --..--- ------,. - _______ ......... ___ ­ -_ , - � �, �, \ I �� � , - �` I - . I � .... ,, � �:�"_,' <" \, , I ., , I , - , , I., \ z'%, " 11 I , "\, 1\ , 1. � ",_ , 1,�e I " ..", \, �,',' \ %\\ \\\ \\ R, - - - <`\, , 1, '\ "I .- I ---------- ­­_ , 1, I 1, __ _\ __ ., " I " " I ­, 1. ,�� / � I ­­ - -­ ------- �, ". ',�.,, , . \, - , \ �, � 11 ____ - � 1�','\ \ \r \ , �, \,., 11,11 I , � , , " , A", 0 �- , \\�, , , - � I I " � " " \Z, , \ -1. ,�l __ ,� - ___ - _1 --------- 1\ � - I., , 21 " , 1 \ , i, � \', ,-ir 1, \, ,/". \_ , , �" I . � , � - __ `\\1 ", ------ -------- ,\�', 1, , .- I _� " � / �� /, "I", ,,� '' .\ \ � ", ,. � ,� � I ,. - 12 Cross sectional flow area, a (W) �____ /I I � 1. - - .- \1 , - ----' � � \ - � ,.: ,� �. 5� ,/ , /I ,< i , , I ", " � _-11 _1\ , � � � i , , . , , , '. � I ./ , , I � � I I / ,.� , r' , , I ", I" \1 - I I , 11 I � , , 1, .1 - / . Ill, ;� / , I I . , , "". . , ,,� \ - , I I L-1 - ---- - I 11 -, I- I" ­.. I I 11 I ,� I .1 , J I ,,� " �� , 11 1, \ , \ 1\ -_ � \ \ ,� , = �, � � "� `\ \ � . \ ___ I", '.1, ___­ , . 1 I-- -, " , , 1.11 , . \ �, . . .... I, " �, 11 '. I "I 1Z '11\,., , ,� _� _____1 11\ " \ I , , \ \ ., ___1 \ " \ \,� I. � 6\ ,-,, I - Y, "', // I " ,\ , . * 1� - \ 11 1� _ _� - - I \ i I - ,/ .1 / 1,.�� - � , ", " %,­ I - ", , ,,,� I I, I , . . I I \ 11 ` , , _____ - , , \ I I , \ ," - , " , \ � , ., ,%", , � \ � _11, - �, ."', r, 1",',�� \\ 1, �. - --- - ____ _ � I " " 11* ,� "", , - - . . 11 1 , __ - __ �, �/, "I, "�� �. � -, , I ", 11, -, )_ - __-1. 11 I'll, � I, "I \ I I , , . I \1 , I � . ". , I , � -1 ., I y / '. �,., �%, , '_1 - � I 1 13 Wetted perimeter, P. (ft) ____=*-1__1 / ., � I 'l , / I / 1� , I , � , " " \\ ,�, \ , , - ,\ �_ ___ IK- "I, - X, / ), I l 1\ ". 1, , 1, " .N\ I I" , \ � , Z I ; I � . �\ - I'll, , I- 11 ­,- _­­ � _', , Y 1� .. l "I " I 11, ,, �1, , \ - -- __ - � / '. � ) . , . .1 \_ , . , , I , � I ` , , ,.,. , � " , - , I", � , I r " " \ r \ 61 I I - 918 If , . , N , I , / " \ , , "," '\ , '­ l 5 �,�\ \ � , 1. I" \ \ 0 ` \ - �, . -S 1, T I , " , " �>�--- - - - with I � I , , I "I I � ) � � , � - 1� 1, \ I I .: 11- .1. ,; / , ,� , , ", / "I , \/`1 ,� \ I - �, ", , " \ \11 \ �' \ I I I � 14 Hydraulic radius, r = a/P, (ft) I � 1 ,% \" I-` / -, - � I \ 1� r,,, / . I, 11 Ir�' ,�� --/,-,./ , ,1 , , l/ , " .�. �," \ �00 , I..", . "I _�, % __-, , \ ". I, � .,� I- \ \ \ 'I', \ \I,- __1 --,-.------------ � � -1 � ", / 11� , / , . ,. / '. -1 1 , I "I .1 � N ', " ., -, " , , \.", , \ \ . � �, . .- , 1, .1� .1, - - , , � �, 'I, ,%,�_,_ �, � 1� I " " " \�, ,,, , . .- \ \ , 1, \ \ � \ 1, , "'. I , " � 11 ,� � N % :Vitg i � � . I � " , - '' , / � ­ �, , ., / � , -"\ , � �,,�\ 15 Channel Slope, s (ft/ft) velo y --L, �i . . 1, , , I , , 1, jl"� . , , - , I I - F ­­­ -.---,. ­ - __ __ __� - __ ___ - _______ __ - _� __ ---- ---- - ---- � , I i L - - � � � �� "r _� ............ ... �', ) , , . / � I ., " , , \ - , -,, , -, .� \ "� , \ � \ - � , � I I %. 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INV IN: 622.92 TO EX F58 635 SHALL SHALL CONSIST � ! 1 1 PROPOSED I SOD, U IFORM LAYERS N)T MORE THAN 8 INCHES IV THICK ESS BEF RE 630 C2 STA°12+55.21 IPROPDSED-- M i GRADE X DEPTH OF KITH VL OT 2016 ROAD A VD BRED SPECT CATION 03.04. OPOSE 12" CL. - x4E 630 ' - - j W FILL = 22 TH 2:1 ;SIDE TM 069 -5z DIP RIM: 616.23 OVER TERMA S AND SANT RY SEAER MAIN . I" I ; SLOPES ! RQ �2 OSEU 1 DIP WJI ' CIL __ I/L RED ON ALL STORM 625 -INV D WHE ' !GREATER Wf (12. 1' i L-DRN ) I _ 625 625 f INV IN.1607.9,8VDOT' STD.W-2PG ICH WILL BE TESTED AND INSPECTED DURINGTHE C 1 ON 625 F61 I 14'-5. LONG -01�ViNjGW LLAi_F�Qd�620 CE Al- - �. L U E STONEBACKFILLMATER AL AS QUIRED AND SH LL INSTILL I STA: 12+96.6-, j TION AROUND ' j ING THESTORM 620} 620 .00RIM: 615 1 STA: 10+28.31 I \/DOT 5TD. EO -1 A TER CO7 N IS CO PLE7 j INV VD� IN. 605.56 -S-TG: -EW--2P-C___._ EX. INV IN. 6 RIM: 610.57T i ! GE TEXTIUE FAB IC i j ( 14- 5.5 LUNG -' 30' INGWA LS I ! 615 LENGTH=1 2' j I i I ; 40 615 } _' EXISTI[ G GRADE----, i I DOT TD, Ed -1 j n � D:-24" MIN. I 615 ._.... PARKSIDE` II -1--9 j I LASS I RIPRP ON STRI AM j i i ENGT =60' 190' IN. 603.48 TO Cl- 610 STEEL ! 610 I I WIDTH 24' M WALL THI 610 610 INV OUT. 603023 RCP 1 I 48.62 1 LF 0.28%__ 0 10.28%---- Y XISTI G f I I -I 605 __ . _ _ STREA - i 605 Lq � I I ! ! 7 ! -?•0� SCP ltl ww o iY 0 605 ; EN URE CU, ERT Lu I.L. I _ 602 I COUNTERSUNK ! I ! I S A 10+132 € CUNT ACTOR HALL 602 W W 0 � d- I ENSURE CUL(ERT 15 6" COUNTERSUNK W � 10" CL 50 CIF (D ar BELOW STREAM BED _ I ._ ___._ W L4_ __ ____ ci7 0 CO EN tJ cfl 600 10+001 10+50 11+00 11+50 12+00 12+50 13+0013+25 CASING INSTALLATION NOTE: CONTRACTOR TO FIELD VERIFY THE SURVEY INFORMATION FOR EXISTING MH-Westhali-10-1 AND MH-Parkside-Vil-1-9 PRIOR TO INSTALLATION OF THE CASING. THE CARRIER PIPE SHALL BE DUCTILE IRON AND SHALL BE SUPPORTED WITH STEEL CASING SPACERS. SEE ACSA DETAIL "SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS." 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25 MANHOLE )7,65 .45 TO C2 569 655 STR: 90 650 VDOT STD. DI -388; L=8' STA. 11 +82.45 TP=634.46 INV IN: 624.10 TO 92 INV OUT: 624.00 T4 88 645 STR: 88 VDOT STD. MH -1 STA. 10+65.95 TP=631.48 INV IN: 621.10 TO 90 640 INV OUT: 621.00 TO 630 ( _ PROP SEDE 1 INV OJT. 619-.00 VDOT E -1 CLASS I PRAP------_- 1=9' 625 2=13 1 a' 2.5' 615 STR: 94 VDOT STD. DI -368; L=12' STA. 13+57.18 TP=641.97 INV 1N: 634.20 TO 94B INV IN: 634.20 TO 96 INV OUT: 634.10 TO 92 (1.4' 89 G : gGp t11 54 vv ; A4�--- stn STR: 98 VDOT STD. DI -3B; L=8' STIR: 100 STA. 16+22.44 VDOT STD. DI -3B; L= 1 TP=654.90 STA. 16+74.80 INV IN: 647.56 TO 100 TP=655.37 INV OUT. 647.46 TO 96 INV OUT: 647.91 TO 911 I I i i 16601 STR: 96 VDOT STD. MH -1 STA. 15+27.40 -_ TP=651.34 INV IN: 643.10 TO 98 655 NV OUT: 643.00 TO 94 1 - X11 1�e '1 635 ! Iff RC -R, s 11 1. P R 2015 ROAD PECIFICAROONS i TION 2 2 FOR Isl &RIDGE S ECIFfCA ONS FOR THE U OF RCR s { MATERIA _mw 635 APPRC VED MA 7ERIAL WI PE- INV IN: 622.92 TO F62 M IMUM OF 2' COVER OVER STORM RIPES MUT BE Pf OWDED. INV IN: 622.92 TO EX F58 2. A L L ROAD V AY EMB NKMENT MATERIA SHALL SHALL CONSIST INV OUT: 615.00 TO 630 1 PROPOSED ROOTS, SOD, U IFORM LAYERS N)T MORE THAN 8 INCHES IV THICK ESS BEF RE COMPACTFOV OVER FHE EN7I E ROADBED C2 STA°12+55.21 IN ACCORDANCE y KITH VL OT 2016 ROAD A VD BRED SPECT CATION 03.04. OPOSE 12" CL. - x4E Tf} 5:: OfL!S - - M XIMUM ERY DEN,TY AS ETERMfN D BY A TM 069 -5z DIP RIM: 616.23 OVER TERMA S AND SANT RY SEAER MAIN . I" (1 INV IN. 607.24 TO C3 OUT. 607.04 TO Cl & SA WARY EWER M ST B PRO VID D. 6. V OT STD, I5-1 INLET SHAPI G REQU I/L RED ON ALL STORM -INV D WHE DROP !GREATER THAN 1 ' (NO SL 1 ON SANITARY HS). I 8. DUCTILE IRON WATERLtN S SHA 625 f ICH WILL BE TESTED AND INSPECTED DURINGTHE C 1 ON 625 F61 I 9. HPE PIPE SHALL E INSTALLED AND BACKFIL ED IN R CORDA CE C3-DOaGHOUS I �. L U E STONEBACKFILLMATER AL AS QUIRED AND SH LL INSTILL I STA: 12+96.6-, cil COMPA TION AROUND I PIPES AND PR VENT CR SHtNG OR ES DIJR NG 'TRUC 77 1- j ING THESTORM 620} .00RIM: 615 1 STA: 10+28.31 MERA ALL PIPES A TER CO7 N IS CO PLE7 ND PR0 DE TN E VIDE EX. INV IN. 6 RIM: 610.57T i INV OUT. 607 INV IN. 6015.92 TO C21 1 I ! 615 EX MH-Ptar ksideVil-1-91 Lu 00 40 615 } 1 EXISTI[ G GRADE----, iiz INV. 615 j j n � I `..--_ 615 ._.... PARKSIDE` II -1--9 STA: 10-, 00.00 } i 610 190' IN. 603.48 TO Cl- F 30 STEEL CASING 610 X. INV IN. 603.430.2 I a" MINIM M WALL THI KNES� 610 INV OUT. 603023 RCP 1 I 48.62 1 LF 0.28%__ 0 10.28%---- Y 605 6 f I I 605 602 i ' - - i C2-�C1 Lq � ` `r. - ww o 0 0 605 ; Lu I.L. I _ 605 S A 10+132 I STA - 12+2? 1 -EX QS -9 1 L_ 10" CL 50 CIF _ I ._ ___._ __ ___ __ ____ __-_ -_-_-_-_-37.46 I LF C� 0, 600 I 10" CL 50 DIP 24.31 LF 0 9.21 %-_ 1 10" ACL 50 DIP ! 600 _�_-_ 222.190 LF 0� 0.50% 598 I i 598 _j� r. 0ON w � 06 0 moi ; kD 02 � Ld 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25 MANHOLE )7,65 .45 TO C2 569 655 STR: 90 650 VDOT STD. DI -388; L=8' STA. 11 +82.45 TP=634.46 INV IN: 624.10 TO 92 INV OUT: 624.00 T4 88 645 STR: 88 VDOT STD. MH -1 STA. 10+65.95 TP=631.48 INV IN: 621.10 TO 90 640 INV OUT: 621.00 TO 630 ( _ PROP SEDE 1 INV OJT. 619-.00 VDOT E -1 CLASS I PRAP------_- 1=9' 625 2=13 1 a' 2.5' 615 STR: 94 VDOT STD. DI -368; L=12' STA. 13+57.18 TP=641.97 INV 1N: 634.20 TO 94B INV IN: 634.20 TO 96 INV OUT: 634.10 TO 92 (1.4' 89 G : gGp t11 54 vv ; A4�--- stn STR: 98 VDOT STD. DI -3B; L=8' STIR: 100 STA. 16+22.44 VDOT STD. DI -3B; L= 1 TP=654.90 STA. 16+74.80 INV IN: 647.56 TO 100 TP=655.37 INV OUT. 647.46 TO 96 INV OUT: 647.91 TO 911 I I i i 16601 STR: 96 VDOT STD. MH -1 STA. 15+27.40 -_ TP=651.34 INV IN: 643.10 TO 98 655 NV OUT: 643.00 TO 94 1 - X11 1�e '1 )POSE8" CL. ROP SED 12"' L. 52 DIP IL 5 DIP WjL W/L DRNG) (1.2' /L -DR G�50 11 y�g°b 15" RCP T III i 6 45 52.36 LF 0 0.66% NO : 1 Iff RC -R, s I 1. P R 2015 ROAD PECIFICAROONS S TION 2 2 FOR Isl &RIDGE S ECIFfCA ONS FOR THE U OF RCR s U-1 MATERIA _mw CON7R CTOR MAY SELECT A VDOT APPRC VED MA 7ERIAL )POSE8" CL. ROP SED 12"' L. 52 DIP IL 5 DIP WjL W/L DRNG) (1.2' /L -DR G�50 11 y�g°b 15" RCP T III i 6 45 52.36 LF 0 0.66% NO : 1 Iff RC -R, He3f-VER 1. P R 2015 ROAD PECIFICAROONS S TION 2 2 FOR &RIDGE S ECIFfCA ONS FOR THE U OF RCR AND HPE PIPE MATERIA LS, CON7R CTOR MAY SELECT A VDOT APPRC VED MA 7ERIAL WI PE- INV IN: 622.92 TO F62 M IMUM OF 2' COVER OVER STORM RIPES MUT BE Pf OWDED. INV IN: 622.92 TO EX F58 2. A L L ROAD V AY EMB NKMENT MATERIA SHALL SHALL CONSIST INV OUT: 615.00 TO PREDOMINANTLY OF SOIL (N MUCK, MATERIA ROOTS, SOD, U IFORM LAYERS N)T MORE THAN 8 INCHES IV THICK ESS BEF RE COMPACTFOV OVER FHE EN7I E ROADBED AREA IN ACCORDANCE y KITH VL OT 2016 ROAD A VD BRED SPECT CATION 03.04. OPOSE 12" CL. - x4E Tf} 5:: OfL!S - - M XIMUM ERY DEN,TY AS ETERMfN D BY A TM 069 -5z DIP 4. MINIMUM 3.5' OFC VER MU T BE MAINTAINED OVER TERMA S AND SANT RY SEAER MAIN . I" (1 A D 1.5' SEPAR T70N B TWEEN & SA WARY EWER M ST B PRO VID D. 6. V OT STD, I5-1 INLET SHAPI G REQU I/L RED ON ALL STORM __ 7. 0T STD L-1 SA TY SLA REQUIf D WHE DROP !GREATER THAN 1 ' (NO SL 1 ON SANITARY HS). 8. DUCTILE IRON WATERLtN S SHA BE WRAPPED IN ICH WILL BE TESTED AND INSPECTED DURINGTHE C NSTRUC. ON P OCESS. F61 9. HPE PIPE SHALL E INSTALLED AND BACKFIL ED IN R CORDA CE �. L U E STONEBACKFILLMATER AL AS QUIRED AND SH LL INSTILL I AID BACK LL THE PIPES T ENSURE PROPS COMPA TION AROUND RCP PIPES AND PR VENT CR SHtNG OR ES DIJR NG 'TRUC 77 1- DEFO ING THESTORM 620} 10. CONTCTOR S ALL CL N AND VIDEO C MERA ALL PIPES A TER CO7 N IS CO PLE7 ND PR0 DE TN E VIDE AND E INFER OR CER 'ROA TION r� oi ©00 st 00 0f3 } Ltd d' n `D UD 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 STR loo - OUT STR: F62 VDOT STD. DI -3C; L=8' STA. 11 +26.89 TP=630.40 INV OUT: 623.33 TO F60 10+50 11+00 11+5011+75 STR F62 -OUT 1635 1 STIR: F60 VDOT STD. DI-3CC; L=8' STA. 10+86.82 TP=630.40 INV IN: 622.92 TO F62 INV IN: 622.92 TO EX F58 INV OUT: 615.00 TO AL 15� RGF 11t 99.98 LF 0 1 615 STR:EX F58 VDOT STD. DI ­36; L=6' STA. 10+83.76 TP=631.54 INV IN: 624,40 TO EX F58B INV OUT' 624.30 TO F60 615 605 u ! 1 605 602 1 E 602 Ld � Lli t,.l o 00 10+00 10+50 11+0011+25 STR EX F58 - Fla 5 C� • 615 612 h � cp (p 15+50 16+00 16+50 17+0017+25 VERTICAL SCALE 5 10 20 ( IN FEET 1 inch = 5 ft. HORIZONTAL SCALE 25 50 100 200 { IN FEET ) 1 inch = 50 ft. STR: 94 VDOT STD. DI-3BB; L=12' STA. 13+57.18 TP=641.97 INV IN: 634.20 TO 94B INV IN: 634.20 TO 96 1 INV OUT: 634.10 TO 92 STR: 94B VDOT STD. DI -36, L-8' STA. 10+53.71 TP=643.14 INVI OUT- 1635.33 TO 94 PR POSED14" CL. 2 DIP Wj 1.6. W/L-D NG 15" RCP III 53.71 LF 0 2.1 630 ' 630 628 I 628 L�Lu _j o w w ci w0 10+00 10+50 11+0011+25 1 STR: F60) ro VDOT STD. DI-3CC, L=8'�-� STA. 10+86.82 TP=630.40 INV IN: 622.92 TO F62 LOU INV IN: 622.92 TO EX F58 uj INV OUT: 615.00 TO 66U i 650 y i U) P OPOSE 12" CL. a P -5z DIP jL V) i I" (1 3' W/L DRNG) 625 Z 625 a _ _ F61 w 3 �. L ul a Lu I 150 RCP III Lu 620} LF 0 1.02%' 1 I ! 615 Lu 00 40 615 _� 1 r -t iiz INV. 10.00 F59 n � zi i 610 - 610 I 115" RCP 1 I 48.62 1 LF 0.28%__ 0 10.28%---- Y 605 6 f I I 605 602 ' - - i 602 Lq � ` `r. � ww o 0 0 Lu I.L. 10+50 11+00 11+5011+75 STR F62 -OUT 1635 1 STIR: F60 VDOT STD. DI-3CC; L=8' STA. 10+86.82 TP=630.40 INV IN: 622.92 TO F62 INV IN: 622.92 TO EX F58 INV OUT: 615.00 TO AL 15� RGF 11t 99.98 LF 0 1 615 STR:EX F58 VDOT STD. DI ­36; L=6' STA. 10+83.76 TP=631.54 INV IN: 624,40 TO EX F58B INV OUT' 624.30 TO F60 615 605 u ! 1 605 602 1 E 602 Ld � Lli t,.l o 00 10+00 10+50 11+0011+25 STR EX F58 - Fla 5 C� • 615 612 h � cp (p 15+50 16+00 16+50 17+0017+25 VERTICAL SCALE 5 10 20 ( IN FEET 1 inch = 5 ft. HORIZONTAL SCALE 25 50 100 200 { IN FEET ) 1 inch = 50 ft. STR: 94 VDOT STD. DI-3BB; L=12' STA. 13+57.18 TP=641.97 INV IN: 634.20 TO 94B INV IN: 634.20 TO 96 1 INV OUT: 634.10 TO 92 STR: 94B VDOT STD. DI -36, L-8' STA. 10+53.71 TP=643.14 INVI OUT- 1635.33 TO 94 PR POSED14" CL. 2 DIP Wj 1.6. W/L-D NG 15" RCP III 53.71 LF 0 2.1 630 ' 630 628 I 628 L�Lu _j o w w ci w0 10+00 10+50 11+0011+25 � ro LOU uj i U) a P V) I" no Z zce a w 3 �. L ul a Lu Lu Lu 00 40 r -t iiz n � zi a J f n n J y c� Plant Leg -end - __ __i 5`lM BOTANICAL COMMON NAME ;CZE CAN OPY(sf) TOTAL SITE QUANTITY GOVERACE{st} TREES PA P LATAN US ACERI FOLIA LONDON PLANETREE Z„al. 21j c 422 1 67 1 28 ,274 TOTAL CANOPY I I I 1 28,274 Landscape Notes H CONTRACTOR TO USE EXTREME CARE AND CAUTT flN AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRiJCTIflN. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. N EES. PRIOR TO MOBILIZA11ON SHALL OCCUR WITHIN DRIPLINE OF EXISTING TR EQUIPMENT O R STORAGE N{3 CONSTRUCTION Q CONTRACTOR SHALL CONTACT ONTACT LANDS CAPE ARCHITECT LA TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE E PRO TECTi AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES ViTIES SHAH TAKE PLACE ON—SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION� SHALL BE REPLACED IN ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEAURE, ALL TREE PROTECTION MEASURES ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES SS TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK, APPROVED BY UNLE I G I PROTECTION ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLiNE OF ANY EXISTING TREE OR TREE P AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TiREES. THE Y HAND. LARGER AR R PLINE SHALL BE DONE B A EAS TO BE PREFE RRED METHOD FOR GRADING SMALL AREAS WITHIN THE D I DED GRA WITH A SMALL DISCUSS METHODS OF GRADING WORK WITH — 0 . CMAY BE DONE B ONTRACTOR TO OBCAT ACTH E RK 'WITHIN DESIGNATED EE GRIST P�R TO COMMENCING ANY SUCH WO TTS LANDSCAPE ARCHITECT AND TREE ARB PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. PLANTS HAVING A QUANTITY GREATER THAN ON E(1) I SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE ALL Q { � (PER SPECIES). SUBSTITUTIONS NES NT MATERIAL DELIVERY, BEFORE ANY OR CHANGES, CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLA IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS, LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRiOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHAUL BE APPLIED TO A 2—'INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE—SHREDDED HARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. , f / . I , ..r1v I . . . "I - .. I . . ­ ,�­ . 17 _. I_' � . _.- ,,, Z �,­- J`t ti: ', ,.'. ! - ! .. - . . . , r z J f(ff t F. i w Y' J r 5t .*^ t t 1 �/ jjff "\ /� b / 1 �..�u.� (� 4 4 1' �y � r' .jr w�J A a/ -- - - ,. � ., 1111 1 .- .. 1111^.��'�. .' ” .. . 1111 1 �..{' �,' .: . �.' `•r'"" �' .' • iY ' 3' a 11.1 ' _ _ � , , .. s, . , . • :� � _;� �-` 1111,, k .. '. I. :. 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J �� e i .. . , . . ;,"P f --_ < ! le .. a' , , rF.,.,. .-' �,_'\_,��`10 �1, \''?11`11 \ \ 4 }'1111_ %' ` r 1111, '`""-- - i / .^ i _ - -- _1111 .,,_.... , .�~'`� - ;;,;r' _� '. •\ iL "`\z r'' f ` / i .- t j s 1 - 1111.-„_� i i P_ \ / a 1. 0 t F. ! 1111 . /d , �`+� PPRQVED-8�•U�1DEi� - / .- .. • .. �, n _1111. � �\, F , ,. - �LJ S�R A. {���� f ,Y� .�-�"N �+ E ��'y��� ji \ `` ��� �q• 1111.,' f� �,.+ ,, UTI 1 ,- t, f t t� `i + z t It `��--V Ld w - - . cn y a_ - I . r z �ryssf �LiiB� iii 1\ i Irr■� I .1 f i ~ a A 0 mj UJI -_ ;- �� _ TREF, GUYING, DUAL CONSISTS 1 a CJ '. OF 2 Gt;YSSET 120' AROUND - C _ _ - -' ?L.AN 1 YI. ON "UI•'H(Li,' ;;IDE o: _ RC -FE.? O TREE � mmi < � ,�— RFiFtP I G I HkF n tr o / _ AKINi; DI=TWIT. Y C = ^r' C // I. COMPACT EXCAVATED SOIL t✓ it \ TO FORM RCO-BAI. t PIT C;t�; 'tTOL'VI`sHILL 09 ': REE 0 TREND: -i EDGE AROUND SIDE aC ENTIRE ARi-A .'.Ci BE ! ``cy`t I MULCHLD I U: �— TRENCH EDGE ARO.;ND j ,\\' `r V. // % ENT IRE AREA TO BE ---F21FER TG ROOT BALL PIT l f!\, / :.: � / MULCHED e 1� DET A.L I I I / u 5 11 h ! M ^1111. Q _/fa it/%,,,... ..., �'i "I \ ::�\> , .. ...,FZ- _ E='•.. r. j. DETAIL r� 1%3 "'V Q IS} {2 i� .y 5 V z V � �c F � 11.t � G1 — s O [j} i— - tn � uJ to z 2 C d � 7 m - � 8 z ,'x., I1 Q rl i�ullU w > C i:t - ft1 R. 2 Lu Q . C Ce Lu V nn -1 r ~ � 3� C C C r -C i C C i } C C 7 4 1-4 " 14 9 _ M N zj� Hq - ,. ,-q � :4 zi I s C // 1 f �\� 1111 ' t \ ,' r r _ TH t f> ✓ ' t - 1111 ,m^" l �r\\ I \ ...� t rf ' •. 11911 � 1. _ �, " . „y. . _11.11 _ _ a °4r. /' 4+y rr SE V l s PA .1111 . - _ f _ ._. r ' _ ,� i , K -11 -1111, z �.__ 1111 � . , - ___ ,A S IV \ �� 11 s' , 1111 ... `4111 1111,. .. 1111_, R 1111 : , Lu .. _ .0 ,}4- \.�""� `1111 �M1 i'\� \`'", _�. 1111 _. ,� = �t' f. f j - i i 1 .. _. ,.„ 't L , z - f - 1111. ...,._...,.._. - : f y 1 \,� �\ t , % r'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , , -„1111 `•1111 r .. .._„... _. :. , � t -. .� , . .�_ _. ..- 1111_. .. ...- ,- • _ 1111 .. ,. . , - 1111. .. r ,. 1111, . , : _.-... 1111... I � I I ,. _.. .-._.. 1111._ r 1111--`” -_ ... _- xil �,. e . - . , .. -. _._ 1111, .-, - m ee Plw3us. Plan 1 tlSi9t64fl11 i31Ar 4 hCm1 fit& °afi tiz co fip.,w+sonIt+rr. rt-2rfor cerott*nrrsioe�) z , , \. .. r 1111,._ .Y 1111. •. '-. •. '., "'.1. ^y �F Conservationan f' 9 t r' , .. 111E _.. 1111 , r '1 f t , : , , i , ” � 1111 . , •. , 1_1_11. , . '---.. 1111. -. ..,.- _.._.. 1111_ 1111.. i 11 I _ _.. L ` t u , w 1 i _ . >, t _,,,. , 1 , , 4 'ti. µ -.-.. . ,. 1111 s. 4 �__ _ 4 -,_.., "--_ i I f _ �. % k+ ... 1111. a •., ti i a » . n _ I ', ; r` w r 1 i ,, - ,. 1111 ,. ..' - r �a ,. . 1111.. W w E '\ ., \ I I \w 1 i _ o r w , j,r z. ,> a \ `',. `\ a a s, „ o- w w 1111' , _. w . � r '. u, a 5L. `1111, , 1111 '_ - ., fr, > w ,� s--_ , I w a ffi , ro ti _ : ,_ a w „ 1111 � _1111 u Y a xi w ,. „ h X >' -1111 �,u r u ,.•. 1111.. y .. '., 1111 - "� v w v ,. ,>» r °M. -.yq 4 11.rom r r , r ., � � 111E y 1111._. _, .. "`r o - .. » 1111 w ,. ..%.. . " ''1111., a \ �`+1`•, 0 w •• �, , —, ` a w%w w w 1, - „ � ,. .. -1111 . ri.-. y . w c a x a a ,y w ,w x 4 �'/��, w w n : ,. a r. # a y. u .,� .o- ''`^-. 1111,_�j » Y , _ w w w .aLAP 1, w o > -, F ,> m ' :1111, e 4 .. � � � %� 4 x m a - ,. „, ' y " m > �,, w w „ _ ,, Y a - s\ Y w w„ a v x j�f%. , a _ g 'v-, off'*. ,. %. I-' ,. r : -.^1111.. m c x .. _,„. -1111. � ,� . _ a v . R. �" 5 :+1111 '' C1p D° — 1 7� r LL u 3 a ?w _._. 6. 11 y 3 n.,/ '. �i w ayaa P° „ /w „ \� M p it j I 1_1, \1-1•11.11__/ "-. ---, _ _-_ " 1!d ,o'- 9 / 4 jj _`, #IiI �; /""µ , / 1141,, 'T-,. ' M" If L j/ __. it / �, - f 1 ', (.f+.. ft /. .a...— ­ � /_ . It It ;r / \_`. /s f`'� 4 y »..._ s� 11:11. AP IC OIA l ' _�­_,"_". i., I f�, 50 0 2 tt 50 { 140 � f 240 ""---_._ _.., � .. a 1 . . ' '_ , . i r �( FEET' f f f' I 1 {}11,11. F. i 1- d r a ! ._ __ 1 inch = lFO ft. ` ( 1 i . ; i _~. a ;' _. %11.1_'1.. • _. _..11._11 .. 1111._ - ' �,. , / 1 . ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WiTH PAiNT OR I. lit voqm ��haja„,b��jjm , . — � „� CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND 1�g�i ; 0) K "' t RIBBON AT A HEIGHT --- ,- ;' t Y SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY �aiat�A 1�i:n1d41312I9R4i$<?im __ [ �`- ND APPROVED BY THE COUNTY ENGINEERING 1 ntyPm<cPxm- mrd,, _- ,..�- ", .`",r r'; DTHE CONiTRACTORIAND INSPECTED A .. � , _>v,o' t .%', I1mpmdtaan mre- ,d 0.a wails, j wx ar ".11 k -`--,--- _I EPART E T. , r � , ' .\ t _'_' D M t?tt,t d trenmhi i4'14gn[e1311 $,. tl;iut titid7s nCek@rte - : Itt ° 4 Y`,: - EAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION 3' • ✓ c - \0! '1111, . r. ,.. • 2. H to b, n, -M shaR tb l Fa -,4 Ait;i Prow w ibhcn e3 aheiot d+,dy'.im3 le to Equips mt, tLx tm. _ -__ " \, PERMITTED WITHIN THE OUTSIDE DRIPLINE OF ,vs% : / ',,,•^� �' `„ , , 3 nAtet aka Mx m .3>xrn t s _ .,p 3;,y'.. 1 N , • . , .; »1 o.gmxiiag s»rat U.�iv, m4i,5€ ams � 'nsP��zrd an8 at¢•,j ro ^m8 �y n r urag [rzs� ___.__ v - `y „ E PRESERVED AND PROTECTED „_ . I: ____ _, r\ MATERIALS AND SOIL SHALL NOT O PE q ~ r p _,\ REES TOB , `. ..:,.:. � , 1111..--: - - r �' 1111_" r A',; ,,' a; , .... ,^' /' ,', Q Tree fAx rasp. ,#na;; .c f.n t�mmu,a .Ml be rtstie.,,a,,itb,ht +x,,nn ,o .,i;,.? :. / " 1111 .........., ,. f . `,':;., ` ; \ 1111.` s;, 3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWATER • rtd $Ecrae4: _:-, - ::.: f .. 'A THAT THEY SHALL 4, %g4bmtnlu.gt_#»r2 j 1 `r `, SUCH r I t , : » y GEMENT FACILITIES LOCATIONS SHALL BE COORDINATED - MANAGEMENT _, 1111 , ... ,: r" f+`" r ., 'i,, 1111. , fsd y�,•ycwuy�m�gs;vm?�c4a�cmff!cap,n>cr�rr,,�;�,n��»Is;nd><,i;�a.>,a~hnas��atk,� ,�;��„�,it.3k�dmpt,,,�..;r�� ` ~" \ y` ` NOT ADVERSELY AFFE T RES TOB P ESERVED AN PROTECTED. wt4W5,a. • .1111 - __: ,: - �� N „r,�;. f", / %� o r �t� .^,. ka t'c , • t •: `:> :: „- ;/ r... F„r' , h'._,, ” .t ', .'1 t 'S. ae[i tirae3nnmd;7,-1:111. c�j•r Ac{enAW9. : N A E C T E E R D 3, \``•'. w_ \'„ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF Ill s��,��;�,�„�&t,���,,���,� 1 ,, ¢, . , �., i `a � REES TO BE PRES ED AN OTECTED 4. e ...11111111. , .` .! !� ✓ !'✓.� / \ r,, �, , .£Inca: r" � .� �""" Z.': , yJ','' r j o �,.•• ''° �\``^ � EI Fina arm ret pamiirec?mi3h7.1a.346(r'<A attkm dalPCnt>: nCtr�m?okvm saueea. .f ,•,' /° \ 11'11, ' ,; .,' 1 1, 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE - 1111 _ ,.•- , ;I r, i `tiff . \ 4:`1111 DRIPLINE OF TREES TO BE PRESERVED AN❑ PROTECTED. - , .. 1111 ,�.�. Tcwc3aanaatasladt xtu Rtan itXyfnacitF,m p T:a+i¢r+ceutata..teced. r }• _ (j , ' awt.�n iad <vi - dti !it y,a ,a : - 1111 _...,_� i r sr,' r G i\ `` i UNTIL THE TREE PROTECTIVE FENCIN $. ��R 9 tmd *fmacin '. ✓`,a SHALL BEGIN U ACTIVITY TY SH L � A DISTURBING CTi I i 6. N O L ND ry.c esti • �mt3pm -'� '' ACTOR AND INSPECTED AND APPROVED BY THE ti r fare=mavA^larmMer� arta �n� _.<, y;. t f,- .,F •``' t :',, i`;` HAS BEEN INSTALLED BY THE CONTRACTOR fsn ,. sn1 \ Lm wwt,,'Qu3 . jp ,a i I ` i I cin8ubl u3 Plava 13tai1 imt d- s'ed ly aCc,aatY lns xs;cr 'cv bsgm3aaag cc e x /f \ COUNTY ENGINEERING DEPARTMENT. 7 ' ' . , p,r I r� r \ \, \ `', -- ' t � v r > r,, I , h ,t \ \ rrceW 'k+e,,. I t I a t _ ;\ �` `, CHING FOR ANY KIND OF UNDERGROUND 1NATER, SEWER, ELECTRICAL, � �� lkmd �°�ds�k�n"�f'��� "'�� �'����� ixk�c, hm�F'�a+���aa t�tt;m �V,�ed�am � .t,a�t > f. gip'' I L,i 1 t .`'",1,' ` ' OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF 0 : a - CABLE, OR I w !r t•. t 14 f \ ^�, . �.,, '1111 � � .._...•w.. � ;'`, .. ? � f 1.1.11 1111- . , . , .. .. s l 1 t'V j j \ - �/ ` `1111 TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE U ;Yhondtogo, Ia vdmwtivn g, J'A;luttihemvi,u,,ftm,t3,,aa.0 rc ��11�r3 tt �a s; B efl �w -' I to I TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. . - 11 i f `;'' y ';. k ` 1'' ALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT � ,? , TUNNELING SH 11 �1Sfuh3agand9 t dbae: '. I , z, , tr fnees b3. urttuh S TO BE PRESERVED a3u113xd x �A K �m mem • ;: ,. ,-' �`:. '. `'.," _ � `` `••�.: `'. OTS OF TREE L �w`: ,�;„erti3� aaf , x FEEDER ROOTS n tia,n I a y P. f f LY DAMAGE �3f �- IFI ANT , TRENCHING WILL SIGNIFICANTLY is :. --tl . ,.' �, — - h; `;°'`�,, AND PROTECTED. ; 3, r 1� iae v 3��'.; �; u,i P�tm ,, ,'t mss ,,rte b,t «Ax " 1111_ �. N,\ ;%, f -....,,,, \ \ ° :1111 \ A f•. ,..�,-,. r ..1 "`';• • i "I ' ..I ` +1111 !; :a , 1L C a -'` "' . \ • \, �,5 ` ' 1/ .- \ "\, AGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE Ml Fmk�ua,ren*,hmi�maw3.ti rmtamKmda..,%tntil.aldm.W, \, ` S. ANY DAM I <' o, r. r, i, 4^ PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH ,s, 1�arr.�: 1111 :" `. ; _,...__. ___ ,.:-, O AND SEDIMENT CONTROL HANDBOOK. CARE FOR , st )+�toY ; hrsn ism tt ; n �3rmr,p n �tQ t ayflu # w �: r 'I, ' ! ..', THE PRACTICES IN THE EROSI N < ' RIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE -`' •: 1111,:'• 1111' Y\ �C(1TR: 1SZifE.�L'Vi?LA:P£If'$BBS$Qi'Sii3[1.i3'Y TOG{NEWNTi•1'A 3'S1E�9NCfE,YC:TQR�1D,ZT EFC1DW5FRVAT1UY . ' . _, :: .5.. :5-: �';_ 1111 1111\ ... _ .. _1111 1. L,_1,_ ___ 1111 _ ... 11-_., SPECIALIST. RCQUIRY71Sti tS r ,0 _�1 _,_ „ 1111., 11'. # , � t 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE 10i5127 i qAA • r ... :. 1111,._ - \ a` •. IGH 'R t . • . :. -. '. \ _, . -° , �\ D AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON �1�'»s � • .. 1111 �,. �,,. _ . _11.11_ �4;: PR 1 PRESERVED r• �; \ ' BAR EVERY S' OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12 DEEP AND OVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. Til 1 1111 , Y EROSION a� x �� 1 ` \ '",, -' __ ' VTREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORAR R 1111 1111 t GtIATf C;13,15ER 1GlM. ' fiDAT'� } CO L PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. NTRO -11 __­_ r //�./,��...•^''� � --111_1.. �" :. � 1111,_ -1111; �, ' ' e t ' ' ,. 1111 11___11 / /' \!r e .-`1, 4 j - ''v.. :.,. 'I I i n f5f% - ­ - f t t� `i + t It `��--V w - - . y a_ - I . r �ryssf �LiiB� iii 1\ i Irr■� I .1 f i ~ A i mj UJI -_ ;- �� _ TREF, GUYING, DUAL CONSISTS 1 '. OF 2 Gt;YSSET 120' AROUND _ _ - -' ?L.AN 1 YI. ON "UI•'H(Li,' ;;IDE _ RC -FE.? O TREE � mmi < � ,�— RFiFtP I G I HkF n , _ 3TAKif�G DETN:L o / _ AKINi; DI=TWIT. Y S = ^r' // I. COMPACT EXCAVATED SOIL it \ TO FORM RCO-BAI. t PIT C;t�; 'tTOL'VI`sHILL 09 ': REE 0 TREND: -i EDGE AROUND SIDE ENTIRE ARi-A .'.Ci BE ! ``cy`t I MULCHLD I �— TRENCH EDGE ARO.;ND j ,\\' `r // % ENT IRE AREA TO BE ---F21FER TG ROOT BALL PIT l f!\, / :.: � / MULCHED 1� DET A.L I I I / u 11 _ ? % ! REFER TO ROOTSALL °!TI _/fa it/%,,,... ..., �'i "I \ ::�\> , .. ...,FZ- _ E='•.. r. j. DETAIL NOTES O STAKING— ., CET TRElP6 F``?IO? ALL 'RONIN(; IS 2ES IRIC fED 30 THE R'E1,10VAL OF PEAL' AND PROKEN BPAAC ICS AND 2. S -IAL'_ BE PERT ORNIED UNDER THE &JPERVISION OF THE LANDE•CA.PE ARCHITECT, TREE PLANTING — ,L,.. _ » "'—JIU0PA1 I 1 CIJ 0T 1..,VLLIIVD CIVl711VCCKt1Yt7 •, /' SECTION N.F.S. END CC)NSTRUCTIC}N STA23+5$-1$• ELEV. 6 1.6 0''- rr 1• , \ - a \ __ � � ... S � _1111 --1111-. , . �_. _ .� 5nuxce: Ira. DS'�J'C Plata 3,38-2 i1. , \ ' _1111..._ . NOT Es: I 1. _:—,T T'IWE PLUMB PRIOR 10 STAKING 2. ALL PHONING IS HESIHICIED '10 Ih"4L- SEMOVA.- OF DEAD ANC' BROKEN BRANCHES AND SHA !- BE ?ERFORiAEC UNDER THE SUPERVISION OF -HE LANDSCAPE .ARCRITECT 2 TREE PLANTING ON SLOPE 12 SECTION N,T,S• 41 6 > .� v C L ,) C) z a _> T v V) 0 15 :3 0- 0- CL I. C a _ 0 a U) W AOMF%L In— iu 0 0 C N TJ 0 , C, L CL iC L Ca iD 0 ,j e� v 0 00 a S2 C a E C 0 L0 LLJ 0 z Ld w EM z 0 z 0 0 4— 0 )_� L ,u > fn U x Cal U. ,y ,y L a 0 .i,, C w u 0 r -a ui ami a u7 0 JOB NO. 0 112066 a SUPPLE C a 1"= I m 1 -20 - SHEET NO. tla 13 w 1✓ PROFFE R STATEMENT FOOTHILLS CROSSING Date: Janu&ry 3:,2017 ZMA -4; 2016-05 Tax Allap Parcel #1 056A2-01-00-06200, 05000-00-00-057C-0, 1,)�560C'-()O-t)0-057B2,056A-15-01,- 00-061 OF), aud 056KO-00­00-00OA2 (thi� "Proptxty") Ovvaer(s) of Rccorfl: Routt:240 Holdiug�,, LLC,�, Edraundj. Daily, Christuphez Daily & Cynd�a Fwutc 240, U_C: 2nd,Foutlals Cragsing, INIC, R��zope pay acrcs, from R2 Residend-A, (RZ) to R16 Re'6kietirifti, and rf--,onc cht" parcels (Q5,60Q-00-00o57CO3 J)56fXJ4XMYj-057B2, and 056XO-00� 00-0001,A2) mollir,� �1113PXON"Rtvly 3236 ackQ� fromAl kjZ1):i;Q 1W, a0da portipa ofparccl 05 aer Pur,ivaint 33A aad,517 of 6hc Mb��.nbaar,,k ConaL Zqnzl�g QZ4�).,�ktwt; dac owner-hpreb-1 'unkaTAY below whichshall be Applied 10 C'russ M if: the Zpitin,71lap endment (hcrcinafto zhc'�n� TA-) 6-appr , rd A, tht, Couaw of 20b= arle- fdhe'�C`ouncf` -�qse!cjonditims.;=, p 11 , P ZMA'and. it is agm�d zbw- (V't 1'e, 2_­NlJ1"irse1f:&es the c<)aA66ns, and (2, :5,ueb 0 t�? Urlo psue -$Led. The teral 4,Qhv�lur" as refe'reaced..hereinslaall meart the of record andsucces,�ors in intexest vATc.ahi, ()5600410 �00-057(_','O, 05600- 00_0-057IB2, 056KO-00-00-000,A2, and a Portion 0 f 0 56AZ710 i 1(%0_06 IN. 41.IeApph��-wulz Plin sltill::ccfer tothatr ;�l A phf;adcm Plan proparco by C lins E(�nrjc;rin�l ert= P "A licat en c tilc ticni Plarl�"). FutuxeAt-relopm- a of Propczzv shall be in gcneral-accord with thc Alijillication Plap. To blei 91NACral acco-rd m4th One Applicavi'or, PLu1%,the developmenr a"4 n�sc �hall reflect dix maivr elernents shqwn on the Aprilicoticlo Plan and listed below, as dcurfrdned' the U;'rq�tp�r of Planning or his designte: '-krceEs rN,01 �be except wbere d?,�scribe�d in Notc 13 of thc Applicau'lon Plan. Thertsi Wi b� ! mLxttire of hcjluq*,- ,,ypes and ir-a-zinium munber of lmi�s as described in maildUg ty-pt-. arid dcn�ity 141 tbe Cie=,4 N9ti4- secdon of the Application Plam . Bklflciin P11* s4a,14f," onemed t6wards pa4liq st�cgts u described in Note 9 of 6.&Applicatioa Plw-.. -acc �Natl be vided along the Eastern Avenue. Gonaector PZoad and Park pro, 1"Age SLreet, t� provi& addational Undscape bofferiQg of vity rear ya-4s zbuttixig Ile open ��,pare -where-l-racks, oft�tlilding's are visible fxQw the stre-e-t- Page I of 8 colitAoL� by thi,& pai;agraph OB, P�L least thirty (30) days prior to the conveyancv 'ILI' any interest in Uly For -Rent Affordable Housing Unk dixtiag the Affordable Terna, the then�currenr Owner shall noti� the Courity 6:1 NVvitiug Qf the coriveyance and pm6de the name, address and teloplione numbtr of th-e potendgl Framer, And State, Thar the reqwry:nnents 4.�f LU, paragrapb 613(4) have becii salis-4-ed. _H'tf Rmsat Duzil4* the Affqrdabli� Tvxm, v4tli6i ritirty (30) d -Ay* of each rental or lease term for mch For Rent Affordable Hous.iig Umit, the then -current: Ow-aer shall provide to the Albrmarle Counry lJou-sing Office a copy of tht ren W, ox lease agrr_-,�,.rnent for eacb 3uch unit rtnttd, tli?a showl�, dae rental rate fQK such ix�t and dic term of the rcnW or lea�>c agttemeiit, In addition, dazM-g die Affordable Tenn, the 0,�,jner proRide to thu Covrity, it' requestud, any reports, copies of rema-1 or lea,,ie agxecp-reno, or other data Pertaining to rental rates as tile Coqlitr n1a Y rtasonably C. g�-�sh in 1jeu, cif d I'de L lit�� In lieu. of comitluetAig FQZ­,S;a1e, i;n�. t�6t-R_eta AffQr,&b1c ON1�.djlng Vaits "02 fiftem percent (15'Zo) 4 the total number of uutc�, ibc Owner hl�,s dlc olydou to rnakc4 a ca,,�b eoumibution to .,1QbeTnaAc County for the Afford,abte fio45ing prograuri in tb.c anioun� ot, Twetity-F4.)ur 'I'liousand arld Tlmlc flundrtd Sc�,eutv Fwt DoHar,� �$294375-00) fthe "Affordable lJous-ing Cash Proff&) for each, such ?2? tinit. The total cash contribution due to Albemaric County is ncted above sh-A be 4sed om dw: tot,,d ziombcT of Xoi:&Abh: urdts bul in, the Prvject 7� c9-ki-t-104m, Begraird ig wowlh�lg f janoory t 0 �:Ach v :(he �Ipproval of tius rezonin the am unt of each cash sted. anitually until paid, to rprjecr any hicrease cPmrt iurHon xeq uired bv' Pro ffcz, � 5 � -,ad �h all, bt :ad 13 , I r in �_ la SA ift Building Cost Index ar 4ACC easQ for the proceedl ne raleadar ycuj th -, j%fapd 4 and 'for 1=uofln; Wallis AZI the Uid-Attaeidc. '11te ,.ovival uijammfa shall. be, rnwlc ky multipl-Ing the pro, fferedi7wth, coaaJibu4iou amQuat &v for thc lueeizd" 1 eaz by a, ft-acrion, the nurnerator of whieh s H be hal - the MS1 as of 0,t�c!�rnb;�0 uR thepFt�ediilg cole�',du, th� dmovuparp� be ffi c I S u F e� C fmil.) er I , the y m rirrzqfdtn4 CAC OU Y�ax rnoNtref-vatly cmdw.(tht "Atmtw, Percentage By way 0i vwnplewi t1u: fula �naual: adjuswi�=r sha, be Svv�n Jlhouss�d ITIvue Hw�dred and Thl rl)� Threp DollaJ113 And Firivxv-o ce�zl 18 W1 $, 1 4/2 K NZ 017USL Z�cl; annwal ad"A-� tim-, hau 1>f- ol, fhp��,Arimwlt of 01'. �Proflerrd ca.sh c�mtributiori duc� Ev the irarnC(fiattly preccclirig, year W04 �)n the 5annu 41 tontamcd in diz,� Rroffcr 7 (tbe arrlorLnz dexivea fruni 5uch� E)rnaldl ihah be refened To beroinaft r h Conzabuzion Due` Pr,<?Yi4eJ,; a s rh,� asl fio'xel,er, in Tic) event �ha)l the cash aniquml J*_d by the-, ONVaer be 11�ss tilan sevip,�A, IbOUS2yad'fliree 114-tindred and ThirtvTbree 1)ollar� ahel F6g.htcen Cents ($7,333.18) Pcr single family elernched. J,,velfing unir and Fjve'rhousnn� Four.Kund d,ano Forty severt Dollars and� Fifty Severi Ct%nti 5,441-1,57) per sirg)A� fill�,Iy Ifucho, dmv 01 me, � t 't and Seveb 7-1�0�zsaod FOv�,,H�A j �. 1 �, , uut _, Or.O. Muettva D,:A= and Nin�ety 0ae Ceiits �>7,41M/kl '41 fi per �L i runly dv,,8h1ng unit ;;mdex Proff;r 5 a -nio sand and Three URMdo-d scv (54 e V_r af rd4b % 'it Under VtOffee "AMM94400" Th dwellL �� shalt hx� caicuLated oich, ye%ir 1�,_Jog, rbp (,.�-sn, m. be. diml tbe� ay 1,,hnurn Cash ContniW.doa, the axik,�wnt. puid by th,�, C)-,vncr shall not be dian the For cA,�,h cash, cotitrlbuiioa that is bcmg paid in incrrmeats, th.e ,;b payincias sh-Al bc t�­,Ch yem Page 5 of 8 41 Tb,�: G mway trail q Lem shail inctude -i coonec�jon to tl�s phase of the Foothill Cross.ings 3xeL "I Neighborhoodanda coinection to Crozet Park, The hea&ings of the profferz, and conditions set forth betowl)avt beeri ptepaj�ed fbr conyeuieace or m1ercrice only and ��hall not control or affect d),t mtowng or bre taken aN an intexprewtiorl of any provisionsof the. proffers, t EPaqAkBjdgtStreq Road Coustruction, andpgdiL '111t Owner shall cause to be constructed R rwo lane rrxa�d 41 the g -c -neral location of the.road idemified a,� Park Fa dge Stmet ("Park Ridge") on the Appkatuafa Plan. Park Ridge will be all sec -tion" decii !�in& sid6kdks, street, trci�'S,. and C M gn, wi d -,i bd;�e !ancq� Plz _urba.-M gutter. Park Rid Eq � akd of supctvisom for acceptance into the pobli C sv"ernl az,14 aw Commy shaThave &,teffLwed that the rc�aaway k, safe and convectitnt far tmffi,� 116teluafter, P;ipr to 4,�`,suaucc of the temh cortifizate of qcvmpaiicy (Ucrlaii f 'Co"', within dic Property- n!5�e ,hg Owner 4 a. ter J, and vathin ��,bxty ((*0) days a fter. the icum rcqucsx 6f C ry die Owner Th PlAn $IL'Ill 4,C&ACCI As Ubjjr roao'­ 2, 'nit 0"'VIA-ex Shall cause to be a vvo lane road In the general locad(>n of the road i&rnrified as Ea.�tern At�,�ouc. Conneapr Roadivay, ("H.2srzitrn Avenue'!) on the AppLication Plan, � - � .1� I e . 4b hi c -idc -s s Eastern Avenue vvill be, An "av enue sgimrin, in d sign, wn ik - hanes, parking, s walk , treet t Tee's 44d cm ad gu ttar� Eestvi! Av,enuo sball 4e construcred 9nded and ready to be r4k orarn e ud cd v the A I nw, le Coun 1, V, BO�V. d of � sl�p t n-�* o rr,� for a c C �p 4 n 1�e, I mtp dll� PlAbuc S�-smrn, and tht� Couaty.En avvvep r gi eer,�ha,ll. that arnd .0 1 �� fo t K a f F1 c- laftcr, "Comptete4") P , to ismonct- of die fftieth' (50*).1C0 vidlin the Pm� cxty� Qpi�c dl,� Owmer.cqrnplet�-,-,; East=:,Aveuuv and vathio sixty �60) days after the wair= resue , St of ahe County, ffie Owoersha.11 do& catpl` tern Avenut, a� A pu.Uic road. 3. Gteenwav Ttails. T A prinadtivc trail ntawork, comiistem wiffi the County's design standuds -F<,)x a Class B - type I prinlitive nature trail, shall be e�,atabfi,,hcd widrin the Gy.ectr%vay, 'The U-1stallation of the trail shall no� preclude the future coriversion, by odierij.of fl'10 trail to Class k- pa�,ed trail standard& J`he gpieral location of the trail nenvork 'IS shown on� t* Application Plan, liawever exact: trall lc�cau"OPN Jtall be deternnined based on site �_ouditious, "-VaMdoa of Jac trail aetwork qball be Pri _��?r tQ j�,$�-Ant"O Of appzc�vai of the tea6- (101�) CO for U siaglu Imitily dwelling witl�ua dic PlojeCL Upon the request of the County, but not pnor w the is"mauce of the tentli (IWI) Co ,v,ithin the Project, the Own,�r shag dedicate to the County an easernmt for public use over dic Girecir"Vay atea, as 51ioxo). oo the Apph,�4t;on Phji. Pnoi tej the Counr�� rtque-.,,,t to dedkatc eascmgaa, 0-1p *Qw.-og K-na.) s of th QKCenway by tn"je clit, cpncurzenf�v Nvitb one. oz morc alXbdi;Vjs1QU plaks for azeati I a acetit to file, GreenNvay; providod ho,,Nrever that Cr%,ner mY =T1 ts of ri�,Wrvaln "U.Ch cgs en I's'. righ Page 2 Qf 8 a. Credit For In-,& wkw-igms, W"c ut Notwith�taadm� the provisions of these Pxoffexs to the coauary, tbe 0�wavz's obligation to pay Cash Contributiomp shall not commence until the numbex of upit�, to which such Ca��h Contributions app�y have been ��-ompleted that results inw-hat would have been. a tt)tal Cash Contribution equal �o the total v4ut of- �i) Fastem Avenu(�, and related improrements tp bc c pletedl -) �, &, ) d Oro Py � N n -1� Pedestrian 'runnel and iii) the Civic +ind $-Pace improven-uim, referred to as ctiv Contribudon'�. The In -Kind Contabution shaR be: �.4,7�-9,9960), Tbe fit-kiad Coomobuttion re"Rects the valuv of the impruvements that the Owner Tvas, coiran' . I itted,tommk punwamAo � these proffLn_ that are for the benefit of the public. The Ovvmer shall not be required to pay any per unit Cash Con tiibutions until the time of tbt issuance of rhe btuhiiog parmat for i aew, Urn t, co.in'-ple fgii after api , " th � ", , I , plying. the Afoxern=tioileJ ctedits for tbe ln-kipq e o en't that 6e Prpj t is compltttd prior T<> tbt baknce of the 1,�,eing exhqus(44, Any retuAm"zig Imlaac-'e of the hi-ldnd Contribution inay not be applied for -any, other pro�ect or 4wfiapmetit., Pagye 6 of 8 a<Qcs,5 -for utilities ;and Each subdiiwsion plat shall depict the Groenway area to be dedicated md �shall beir a nouition thm tbe Greemmay are'a is dedicated for public we, lfat die titne the County rcqucrs dedicatioii of the Gmcnvvay, an -7 part, of ffie Gret-n%kay thRt haf, not been &dicated, by plat, sluall be (vdthin -,4 (61 mortths of such teklurst) at Owner's cost, surveyed, Platted and recordcd �,vith onc or tno,m deeds of e,a.-cruenCdedicau'01.11 B� Bike and Pedestrian Tunnel Putsoant to approynt by NDUF aud die, Coumy, the Owner §611 coaismct a bilw alld ped'estrial mand (herein after, thi� "Peclest min -Funuel',F) a�oug the tma, network as It pa.5,ses underricat4 U�tr_rn Avenue. The Tiauatj dc,�4gjx �.>hajl be, &ttbrninW: for review with die roadway pLan,, f-� . 5r Avell'u1c. Instal . lation of the Tunnel shall be complewd Prior to ls",�Iwrx ol, app: -()VA of the reafla (10th"! CO for 0 !;ingle faiTuly dvn4liag v4d�n the Project. The Owxier shall provide �aot less diau 20,0�X) tsquaze feet ut land Nvithm the Frc�ject Car a Civic Space irl identifiedon the Applicarioo Plan. 'rhr C' Mc Space diall be substa, utially c0i'lipletedip,rigr to die isstnmce of App roval of ch,�� te1jrh (I t)0,k CC) Nrittu�n t a rks and 0��, Prolea. Pa Civic'Spaces sh-all, be canvqoed to, and, Twuni-alned by, the 0. -vviu,?s A�,,-sqciiOp n. -11he OWner shall pay cost ofsi�bchvid . in& m)d conveying the, Park,; amf Civic space's To, du� Qwnc�r's Asiociltion 5. Cash Proffer for Capital Immovements Proilects� The Owner shall, contribute cash on a per "inarket rate" d-weMng unit basisin eN,cest� of die number of ura4s that are allowed by -right under, rha zolling in existcn(,,�e at the tir�ne of this zor&g Amendmert for thepu7poaez� of addrvs-sin-�fhe f1scalli.luvAcus of. dev"clopment on the County's public f4eflides and s , f - , oseg 0 tk-andtran,�portation. Forthepurp i f lisr par proffo 5, th� number Of univq allmved bv:dahT, u acter. fhe K-1 R Aen 'al zonin tz%i 11 F, is thirty five (35,, skegk1wiii1y detached units. A "manket rate"' unit i,, any detached unit. in the project that is not, either a For -Sale Affordable Housing Unic or For, Rent Affordable Uiu't as descxibedin Proffer 6. The. cash contributioas shall 1.w. Scvcn 'aousand Three Hundred Thirry Three Dollars and FIghteen Cents for each sm, @�le Em-dly delzach �d &xejlin, 11111it, officr than comtm.cted Foj--5ale Affordable Dwelling Un4 withiti the Project qualf6A g as wch under Proffer 6.. In other iv�ords, the ca.s.h contribution formarKa rare singje E4rily- Vhit--, �hall begin afrez, a buMfing peanit for the 35th marke� rate single La ily un is issuM and prior to tht Owrter obUining a mi, build, g peal�itl for the 36th Inarket rate sinR �jp ffirvily. un 'Ilk, collai cgsj all bud us sib be Fh,,e Tbpusa�ud Four H , uadred Forty Seveu Dallai­, and F',sfty &veu (ieriui ($5,W�1il,) for. ea6 541sle finlily attaclacd dv., unit, other tharl a Affordable Heusi Vnit Ora F"or . elting - . I M�V, Rcra AfRodable ficusin -n' mh�hin ffic Projta:t ctia2lifyi.Tig as such under proffer 6. -Me cash 'b tia g ty One Ccric"i contri 11 ns shall be Seten 711ou�and Four Rund-red, Nineto(,n Dollars and 'NiTw (V,4-19�91) for each rn.011ifiarnity dwellmig unit, Other Lhan a con5rructed ForSale Affordable Housing Unit. or For Roent 'kffoidable Housbig Unit �vitftrit die Prq-ect quabfyi4 as such under Noffer 0, Emm The undersigned Ovaier(s) hereby proffer that the use and development of the Property shall be in conforniance %ritb the proffers and conditions he=in above, and these proffers shall supcvscdc all other proffers and conclittions made prior hereto. 'fl -ds Proffer Statement may be executed in any nurnber,?f counte'Tarts, each Qfwhich shall be an original and 4 ofw1u _h, toge nsti u t ther JoJ o �z t bur one and the WITNKSS the OWNERS of T�m Map Parcel 05600-00-ff"SM: Py CHRISTOPM9PA" P* LeDMUND. J, RAW.," C-7 By, ONTUIA, L DAJLY DICAN16' MAO OWNER of Tax Map Parcel 05600-00-00-057CO & 056A2-01-00-06200. ROUTE 240 HO WINGS, UX,a Wrginia lirnircd liahility company By; Dam- -A Page, 7 of 8 6. Affordable Housino. The Owner sball provide -affordable howing eclual t fifteen percent (15/b,) of th,�, total uvmbc�r :Te44C0iJA' ufuiri cQnstr,4Cted on tbe Property, For exalaple, if one hundred (100) total Units arc cQ'i-Iswuct�'o ift the uq*, sfy this Proffir 6. g �x their equivaleut, art required to sad The,Gwner or Its. succe�sors,iq impree4t res.,Mrc the rig t .ht to n ce tbz affordable housing, *.�jt�ctivc ffipugh a varicty of 'housing typci, oz through cash contribudons, as i;wrc parricularlydescribed in sections 6A' S 6B and 6C below. A, For -Sale Affordable ffD All p urlc hu ep of the For- Sale, A ffordable H ousing UWts,(defined belmV) shallbe appzpv� d by d I v, Mb�luu�ka County, t1gusing" offil m or it.4, designee. "For -Sale Affordable Haust 'Units.",sh J* �lvm,�Iling units off4ed fQr Wf� wt no more than sixty five percoat of ' [: :�:: - d flou.sing an 1) vol gxor ripe k9r pr(Wahx Tlu� Owner shall provide the County or it,; dcsigpee a: jvrW of one hundred t*-erA- ('120" days tot identit- and rcqualif� an tVblepi�ba FO in p ill g 11`hi� one hundred twenty (120) day pen'Od from aw Owner that the urtit(s) shall be avaAable for sale, This �totice shall not 1w, given more days, prior to Teceipt of the Certificate of Occupancy for the applicable d1an aitletY (9().� For -Sale Affordable Housing Unit; the Connm t)r its di�sigqee�rnay thpn have 6irry (30) days N�ithin wMch to pro'vide a 90"ified it f 01 F 9:X p � 0 su A-4fovIi* dm H,ousing Unit. If the County or its . devper tloel§ not provide.� a <jualifio4 purehasc;L duxing die one hundted menq k'12Q) 4 ky pe n_ t4e,O er sh -i th ,A VIM_ xpjj I , , VIC, �X, r,�, L wx the ttnit(s) without any rest-dedon On sales Oct Or jacom Of the PWcb-,1ser(,�)- 8. Eo_r-ftntkffordgb - le -Housing I Jjii ts, (1) R4UW_R_a&es. The iniU riet rent f6t each repw hotisiag urdt for whoch Owner seeks qualification for the purposes of tLi pro"U4 C M., fozaabl,e Holasurg Unif �shall not e%cecd the thcrl�currcm, ana'applic rare a roved malCirnum: ni�t rent PP 1,ky the Albernarle Countv no,3s�g Offic �jn stibs t calendar year, the It, thly n h et rent for e�ar For­,R�ent Xff#_j4bj,., �Jou �T r Y be iacr.cased tip to three I e4w For purpose 4,s pi�affer 61,3, the term "jact reae' means that the 11w rt quir"nz that die rem� for suchfor- epst), t�­ . , rents for such Fot-R=i Affordable Housing Vaits =ynot mcccd die maw' UVM mat", th4, Pat— qbh 6B .4hall atqijy 10'r a pem� >d,a tea (If))� years following die date the c otti, t� of-occupang z� by tbe, C�Jfor each For­Rmt Affordable Housipg Un:it, or untd the units are sold as lawpr moctexat: a cost urutsqualifying as Such uadt!,t . eitlier the Virginia Ilousing Development Autho-rity, Farmers Koine 0 es its Administntion, or Housing znd U'rban DevelOPMOnr� Section 8, \Vhiche-VTr c M f t (dw "Affordable Tcxmi'�� nveyanc-_ �)te�rest. All deeds conveying any iute-m�t,lu the For-Reat Affordable Housing 1-Trlits during the Affordable Termshall contain language reciting that such, unit ii sub ect to die terms of this mh ;h Ina,4 paragrap. to a 44- or �aal, pw th conveym o of =y For-Reat Affordall�le_ pu mg: Umldt the Affordabk Teart shall coutain a complete �W'd �4 ltsclo6ure or the �v & row.r '00, and Umm OWNFM of Tax Map Pulteel O%KQ-00-00-WAI F wC., avirginia ,, OOTHILLS CROSSUNG, corPorration 4 $7 W, m3m rVT T I El SCOTT i COLLINSZ� No. 35791 Uj N Is -ME Rol 5 U 3 Q> E Y z A A Z _j 0 :3 0 X (D E 0 V) 0 0 co z z z 0 Lu < U) LU ED z C z 0 c 0 ch LU > Uj LU ty ce Uj tn > 'y C LU U3 Lu Ui 4 c ne L c 'C C -C C: c C C C C -c 00 00 W CO E C c N Is -ME Rol 5 U 3 Q> E Y z A A Z _j 0 :3 0 X (D E 0