Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
043-97 Special Made (Lot 4, Eastgate Commerce Ctr.) - Shawnee - Backfile (2)
i ' CENERAL NOTE' VDOT CENTRAL NO TES . LECEND VICINITY HAP . , . , TERMEIATE CONTOUR To u7EXISTING IN33 W SCALE 12000a°`° �, r shall conform. to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of �� ,.�.�.n.. . 1. Methods and materials used in the construction of the improvements herein s a P J g P EXISTING -INDEX CONTOUR �-� �• °� 330 N I Count construction standards and specifications and/or current VDOT standards and specifications. Transportation VDOT Road and Bridge Specifications, and Standards, The Vir aria Erosion cy Y P / P P (VDOT) 9 P g co N 00 and Sediment Control Regulations and any other state, federal, or local regulation PROPOSED CONTOUR 40 �° a c i n siltation, including detention ponds serving as silt basins during construction , • . EX E P � 2. Measures to control erosion and s I g p g g � applicable. In the event of conflict ,between any of these standards, specifications or EXISTING -EDGE OF PAVEMENT. --�- --•-"- ----- --------�------------- ------ -��- °' I I must be provided prior to issuance of the site development permit. The approval of these plans in no way Ions, the most stringent shall govern. PROP E P Ro �� = > o0 N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and. Erosion P 9 g PROPOSED EDGE ,OF PAVEMENT F R�� Yq _ _ L EX C&G p� 5, iv a) Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND, GUTTER' - - -= - a - = '� -0 + c o Safety & Health Administration and VOSH Rules & Regulations. a ° 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Y 9 • u. S (VDOTVDOT and Frederick Count prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G kTe. a� x ) Y P g g Y V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, - 5 Z z C - ° Q n f n entrance permit b VDOT when such permit is CG 6 CG 6R o I. i 4. Approval of this Ian does not guarantee issuance o a e y p _.. __� ... ___...�... _.�_ __ v __..,v_ �._ _.._ _�. __._ .� _ � r. PP p 9 P shall be m accordance with the current edition of VDOT s work. area protection manual, TRANSITION ° FROM CC-6 TO CG-6R -- ---- --- --- -`--• �---- -•--� -- --- ---- --- --- -�- -- TA�a=o� �, required under State law. oL�RTE• IA I -AN€ ��� - q Furthermore, all traffic control flaggers must be certtified in accordance with VDOT s MAGEDoN (A �F' i „ EXISTING TELEPHONE LINE-._. _._ w_ ..._ _. -_ .w_ ._-_._. y c Januar 1994 .or latest edition of Road & 'Bridge • e Specifications,, Section 104.04-C. -CP a) o C 5. The exact location of all guard rails will be determined by VDOT personnel. A Joint inspection will be held Y> GRoAbH /A2- L5,_AANE a) with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T 0 C • V4. Design features relating to construction or to regulation, control and safety of traffic m, a �L c � ° (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be g 9 g � Y Y EX. 15 RCP Q' " be subject to change as deemed necessary b VDOT. EXISTING STORM SEWER - - .n_: _ W EASTGATE w (n responsible for providing guardrail and paved ditches as determined by this Joint inspection. Refer to J g Y Y __e_..___.__.�___ __,__»__�_._ �r /� D PROP. 15 RCP -To i° Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. �' WHITEoA9- w. ��NTFarl-iAI_ p acquiring y SEWER P-TE . 6>3 40 • V5. Prior to initiation of work, Contractor shall.. be responsible for ac uirin all necessary VDOT PROPOSED STORM' 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING, SANITARY SEWER ------; --�- ---- - --�- --- V6. If required b the local VDOT ResidencyOffice a reconstruction conference be PROPOSED SANITARY SEWER PROJECT INFORMATION 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic q Y P Z N Control Devices MUTCD arranged and head by the engineer and./or developer with the attendance of the �,. m -..--- - �• �, � F- contractor, various Count agencies, utility companies and VDOT prior to initiation of work. SERVICE --- w -- - ( ) EXISTING ELECTRIC • Y 9 Y P P .. LOT SHOWN L-oT 11 Q � w w 8. All unsuitable material shah be removed from the construction limits of the roadway before placing •' PROPOSED'EL'ECTRIC SERVICE � - _ � d- embankment. V7. Contractor shall notifythe Local VDOT Residency Office when work is to begin STREET ADDRESS EAST ATE G�r�rMEF2GE GE N-T C la- y g or cease for Z v� � O � _ Q R less s Y 9 q -- 9. A11 pavement sections on the approved plans are based on a minimum CBR value of 10. CB values s an undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE ��-"--�--�� than 10 will require revised pavement section re ared b Greenwa Engineering and approved b the owner. inspection. MAGISTERIAL _DISTRICT �i1-1 A �/N E E q P prep Y Y g• g PP Y PROPOSED GAS LINE • - - PARCEL IDENTIFICATION NO. : 7�- ( A i) ' s3 � � v V8. The Contractor will be responsible for maintaining adequate access to the project from the lu 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated P g q P J _ W z. PROPERTY LINE - LOT AREA &. I+Z19 A G� E 5 � �oT q-) on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance _ _ 7 Z in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE .. __� .._ . _ a.r. �. DISTURBED AREA �3.r, A6P-E5 I � z 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore access to other properties affected b this project shall be maintained be minimum 6" diameter and conform to VDOT standard SB-1. P P Y p J FENCELINE - -• -x -" -x: --•c - CURRENT ZONING M1 W N through construction. CURRENT USE VACANT O,POLE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER PROPOSED USE MANt_I FAGTUI?IN 6,� u� u� ~ one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is- achieved and maintained on the site during ,k W `? and at the end of construction. EXISTING TELEPHONE POLE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to SETBACKS - BUILDING: Req'd Prov'd PARKING: FROM ROAD R/W: 25' EXISTING _WATERLINE W TEE FROM PROPERTY LINE. 5 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10i. All water and sewer lines within existin or ro osed VDOT ri 'ht-of-wa. ore to have �. Rt 642. 15 145 W d� ;, T M I- , whatever measures are necessaryto insure that the streets are maintained in a clean mud and dust free ;; ANGEL DR. i5 166 possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/' TEE.' Q condition at all times. minimum 36 cover and,. when os �"� "' `� SIDES: 2E' a9' _ V11.. An unusual subsurface conditions encountered during the course of construction shall be �. 'EXISTING FIRE HYDRANT' 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Any sug immediately brought to the attention of the engineer and VDOT. Work shall, cease in that sewer tines. Information should also be .obtained from the appropriate authority concerning permits, cut - - , in-ed b the engineer and approved b VDOT. EXISTING WATER VALVE ---- -- - -- - ~- ---'- - - -- sheets, and connections to existing lines. vicinity until an adequate. design can be determ y g pp y , PROPOSED+ WATER METER m 15. All sanitary sewers and water mains and appurtenances shall be constructed m accordance with the current V12. All undercut areas and borrow material shall be ins, ected and a roved b VDOT Ins ector BUILDING HEIGHT: 31 standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. P PP Y P EXISTING REDUCER 1 The location of existing utilities shown in these plans are taken from existing records. It shall be the SIGNS: o E Go N oo - 6 ... ..: I PROPOSED REDUCER T MEET 9 P g V13�, All roadwa; fill, base, subsurface material , and backflll of utilit storm sewertrenches shal P contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed 7T be comp a ted. in 6" Lifts to 95% of theoretical maximum density as determined b STOP SIGN construction. The contractor shall inform the engineer of an conflicts arisin from i existing P Y - Y cSHEE o 6 prior to g yg o his e g OUTDOOR LLGHTING. Il�irNG 11dUN-fG-D ANp Po4-s= t_1�H7iNG SEE T AASHTO T 99 Method A, within I:us= or menu 2% of op imurn moisture- for the full width HANDICAP RAMP `(CG-12) _ �q w =- utility verification and the proposed construction. P of any dedicated street right-of-wa,y. At th:e directlo�n of VDOT Inspector density ,tests DENOTES LOCATION.-oF STD .vOOT' required i T' CG-1;2 AND OR JURISDICTIONAL 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a performed b o qualified independent agency shall be conducted as e u red n the VDOT' // OUTDOOR STORAGE. vSE(D P- P :. Y 9 9 - P Y q .. P 9 Y - 4 prior AMP CONSTRUGi]ON NONE FOP result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. PARKING INDICATOR t2 P'p-elF Fa P-5 '. (SEG- Se-tEET -2- o,F G� 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING, SPACES must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shah P be installed where indicated on these Ions development permits. TEST PIT LOCATION_. and further where determined necessary by VDOT Inspector. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his F.A.R. CALCULATIONS PARKING CALCULATIONS entrances and mailboxes within an dedicated street right-of-way protect. The relocation should be done prior to construction. V15. The installation of any Y 9 Y HANDICAP ;PARKING H/C shall meet VDOT minimum design standards and is the developer's responsibility. o cz g> p{ VIED E-+ f" 20. These plans identify the location of all known gravesites. Grovesites shown on this plan will be protected "]I, Zlv �i.F/3.6o AG. O. ``t- USE i�ATI ESE `\ in accordance with state law. In the event ravesites are discovered during construction the, owner and local VDOT Residen Office, copies f 11 invoices for m t rra,Is within VEHICLES PER DAY COUNT 100 W 9 9 V16, If required by the cy 0 ice, c .p es o a n Dices o a e thi ., engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to -I- acceptance �. + of work. Unit and total prices may be obscured. PROPOSED BUILDING ENTRANCE} ®FFIGt; ���F IC= 21. The contractor is to verify field conditions prior to and during construction and notify Greenwoy Engineering P Y a -+ at 540 662-4185 immediately of an discrepancies between actual field conditions and the approved Ian. ( ) Y Y P PP P V17. Prior to acceptance by VDOT of any streets, any required street s gnage and/or pavement - • O WA�H�U�E Zo EMI? zo +1 0 0 R1 0 . , EXISTING STREETLIGHT tea. w�DtNG SWAGE GAL.G�! LATE � � ®Q � LZ , "A" per standard markings must, be installed by the developer or, at VDOT s discretion, by VDOT on pan: 22. Controlled fills shall be compacted to 95% of maximum density as determined by method p account receivable basis. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED STREET NAME SIGN' + 15PAGE PF_P- -to, Oco 5G2. FT Tc TAL- 5PAG65 `gip 61 LLJ professional engineer and results submitted to Frederick County prior to pavement construction. If a E'' 111 EANOUT 7I, 7 to �. FT - �, o00 = I.�7 geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CL Z U) H TRIn /� �/r/� SANITARYI• % o'iz � .SPACES f • C� . (rENERAT ION DATA TIFIER 12 HAPJDICAPPE(� SPAGe$ 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating ' MANHOLE INDEN or blastingat least two 2 working days, but not more than ten 10 working days, prior to commencement PPVIDEG �, p°+ W ( ) 9 Y ( ) 9 Y P CLASS USE PER PERSON N0. EMPLOYEES TRIP RATE VPD of excavation or demolition. Names and telephone numbers of the and operators underground utility tines STORM, .DRAIN .STRUCTURE -IDENTIFIER 6 �r� � -D• I in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 15C;1 GV E-� AtzEHovSE 3. 8� zo 77. S 3 VN A S A AGE 5l(_E 5f'AG�S Pt�/IDED U1 -7lo GEN. OFFLGE +850 �2.FT I PEL2-Z9- 3� 5�z. FT IVa. 85 EASEMENT LINE' -------------- Water/Sewer: Frederick County Sanitation Authority CENTERLINE, ENVIRONMENTAL FEATURES P.O. Box 187712.,0 Winchester, VA. 22604 ToTAI^ Z`7&.7 EXISTING SPOT ELEVATION EXISTING (540) 868-1061 PR 715_ FEATURE ACREAGE PROPOSED SPOT ELEVATION 3 Phone: Bell -Atlantic EXISTING TREE DRIP LINEFLOOD'PLAINS 0 P.O. Box 17398 LAKES & PONDS EXISTING ", f WETLANDS >1 AC 0 Baltimore, MD 21297 (301) 954-6282 rr� D rT/�.r/ r ,` • 15" OAKS ` 15" PINE SINKHOLES 0 MISS UTILITY 1-800-257-7777 RCSA' CON�J 1'ILV l� PION NOTES 11NG TREE `. NATURAL S.W. 0 Power: Allegheny Power . OAK DETENfiION AREAS 0�-97 P.O. Box 1458 1 Water a p PROPOSED TREE. Hagerstown, sewer lines are to be constructed in accordance with these Tans. The STEEP 0 Hagerstown, 33 21741 shall additional) meet all requirements of the Frederick Count Sanitation Authorit . ain:es ` STEEP SLOPES 1-800-654-3317 Y q Y Y WOODLANDS 0 Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. P.O. Box 2400 Winchester, VA 22604 Authorits inspector. SEAL COVER SHEET 3. Exact locations of water and. sewer services on new Lines are to be coordinated with the (540) 869-1111 Y p Project Name: 4. Water laterals that cross the street shall be in PVC pipe, The pipe shall be L2-inch diameter SDR21 or Schedule 40. It shall run 2 feet .beyond the near side and for side sidewalk. 5. The Sanitation Authority maintenance department is responsible for -the .installation of Owner: Address, Including Zip Code & Telephone No. water meters. Before a permanent meter is set, they require; 1) the frame and cover to. 3140 Valleg Avenue properly 9 yoke bar; 2) the frame and cover to be, set to Mitch ®rndcrff '���9�Q�% Winchester, VA 22601 bealigned with its meter box and � MARK D. SMITH � �1 the final grade of the lot; 3 th-e distance between the to of the y '� No:022837 xv% `` (540) 542-0261 9 ) P cover and the yoke bar between 18 and 21 inches, and 4) all components of ,the meter box assembly to be in W Developer: Address, IncludingZip Code &Telephone No. proper working order. It is the developer s/conctractr s responsibility to have the meter 0,?,�� �� box assembly ..installed correctly. - S � � �, b �w�� 13 South Loudouri Street rr `9FONAL Ds5ien Concepts ® Winchester, VA 22601 iJ EET IN " 1540) 122-1241 y install all water and sewer services that connect to existing p 9 0 6 I nesSaThetilocationh orftthehtlal inasnd the termination point .of the Lateral are to be co made and fees aid. An a be Engineer Certifying Plan. N-9:P!S �� Address, Including Zip Code &Telephone No. � coordinated with the Authoritys assistant engineer_ pplicaton for services must �� paid. 151 Windy Hill Dana; Q reenWaEn Ineer in Winchester, VA 22602 7. TSanitationGcwEt2 ,SHEET SHEET l of ( C54�) 662-4185 The Authority shall to all existing wager Lines. The will furnish the materials 1z VI�iED..IZ II- �7 Y - P 9 Y for and make the to The contractor must make application for and a the .cost of PL:A. f " GiH E`! T Z D'F (o PROFESSIONAL SEAL & SIGNATURE A P P R O VA DATE: 10/29/97 N P- PP pay this work. PLAN ANZP pt?oF.11�Es SHEE-T 3OF 6 THESE PLANS ARE IN CONFORMANCE WITH8. The contractor shall tie-in a, new line to an existing manhole by core drilling the manhole_ COUNTY OF FREDERICK STANDARDS AND SCALE: n/a CD . ,, ORDINANCES. ANY DEVIATION OR CHANGE :P.lot<l (., ES N C E All_ H E T 4 .. 6 9. A double check valve backflo,w prevention ,asse,mbl is to be installed on an -Line fire or A. ....G? T.. ., .5 . _ , ,. _ • •. THESEPLANSSHALLROVED BY / /s' DESIGNED BY. n domestic) that goes into a building. Th:e assembly is to meet ASSE Standard No' - 1.015 THE ZONING ADMINISTRATOR TO cn : _,, GB or 1013. 1f the assemblyis mounted inside a buildin remote readout is re ire MDS/J g, a t qu d,. aP FI L ES AN-, D, tT m" _15 e2H t•-f S, O:F G CONSTRUCTION. ZvN I N G A 171.it I N 15TIa-ATola- DATE co �,GAf?tNG EPo51^,coMfl, At - CD > Si-tt✓ T 6oF%, * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. 2089 o EDLM:ENS Gc?N7(9,4 * F.C.S.A. APPROVAL VALID FOR 2 TWO YEARS FROM DATE OF APPROVAL M. ' ( ) SHEET 1 OF r- CT) CT) Ln Ln � . — — 6 M 11 > CD = CL) :D t- - (D C) M CT) Go CD CU - CD co - t I I I / / f �, I I - � . - r I � � / / I - I--,' - . - ,� , I - - - " , - I -- / z I - - - I I � I 1---1 ", I � I � -�— '-- I --, -1 , . CAKCRE57' 5UILDER5, INC, i k---, " 11 . -- --- - -- - - --, -- - .- - � --- -.--- - -, / 1z / ---� _ - ---, - -, �1� 1� 11 / I/ / -- I "I "I, � 11 1, 1-1 I i k f I / -, 11 ii . "I ' - -1 '- - -1- -- - -- &-,� ,_1 ,- - I �111' FREE) L. GLADE, 11 I � \ le / / I- I-- -- ,- 1� � . I I I- A ,:�77 & A T E ,,-z- t,A ��e*�LC- & ,- E NT e P Z", 11�.'11 , I - - -I -,-- / '-- --.--- I 7 I I 11,1, f � r. I/ -- - - -, - �, / --11 � I 1 -7 (:5, - A - " 51 (,-' , If I i 4 JA550, INC, I '. 11 I'll I.: /I / �; , / � I" -� ,. TM. I-- 11 1� 1-`.'1-1 I'll I , , 11 . i / "e . -Z,!�) " F- , - � -, 11 1-1 -I' I 1, --- .1, ; TM. lro-A-4a,4, / 1� / 'eK z .1 .11 " t � I / .1 I 1-1- - --'--.-,.--,--, ---,.--,,--------- F I , ,/ I , / U ,�,, . -r /I I � - / / " - - I 11 I r" � j I . / , I / I le ,N -11 I" "I I � - � I USE ., AGRICULTURAL /' , 1� -- \ ,�. -1 !a,. 1::�2, , I i `� -,Nla j 1 � , , " / " ��- ; I, ,--,� ,X ki " Cedar) I I 5,s-n�h t'-�,5,�, ( , I I ZONE[:) �/R-A ��`r-...'�t�------------If- E!�* \IA, --A "I--"' I I I - . I � , � ;Ele-z"'I. = i ! 11 /11 I I I , - �--,- I .00,I,-, I 11 I � I , � I / I I � / '� N I ' I ' — � i , , I � , I\ I /I / ,, I I ,r I I I I I / I \ / \ I // / `-�, . I � i� /I�.,, / �-, I t ' /� � / ------\ k -'\' / .00 I 1, , I 1/ .00, I -1--.111-1-L I \ / '. / ,,, I / ----IV, ) T F- ,--�� ,ft* I , I i . I / ) ,� F je / \ I I �- It / I I,- I " , i , 1-171 1 1 '� = x. 16' ea- a,'--wer E6m - I " / �, --ftl I I � I .. " -1 I- " =-I-- I , 1 U-,-�5� 1 1� / ---L----- -'--'---- -----------7'------ � 11--� --�---- -------L- ` / \�---,��=----- -,-, - .------f----- � -- I -1 -t-------- -z---4 --- /--7/-�- - � - - - - - — -"- - - - - --" - - - I - - - - - "I ,-, " "!�, ... -- - - - I It_ - - - - --\7- - � - - - - I , �t=-- ----, -------� - - - - - - - - - - � , - - --I - -\ - I - - - "Ot" �11 ----- N_ , i � I -1 -/ .0 � - :==::�- -1 \. , ! - --------�,-1,r+ i�--�!,-4- 4-4 . - I � 1� f � — ,,- � - I - - ---� - - - —o - - - — - - — - - — - - 1� - d.r —.6-- - - 1. . I --- I -■- , - - - .�, -7------- � I -----------..,*---------- � - - ------f- - - . -----�0— � ...w . 1, __ _ -- -- , - �, � iNIV-103,C52 H -r- . -- - - -- -- -, " - ! **�- - - -�--� -, - - �1 , \� . \ 4 1 ( I I � / � � I'..-- -'fiXs5T1f1-* 4�11 Fl\/f-- 5DP-I�i 11� 11 ! fol "- i / � I . , - �, % ; I � 11.1 / ) � — , � i I I " , .. .— -- 11 I � ; � I ; , , Ad',� FORCE m4q-� 11, I . I f i - i # - F i i z " / -- -- it ---=-:7-.i�-.----,-- I I I I - --- - - 11 I ; - I . / I � ; � I . I - , _I- ; � 451 + oc�, I 11 ,------.--- � % 11 0- i 0 � I � 11 I .-- i � I A. ROUTE &42 - TA&KER RD I . Z-Ii�� - ! I i � I I ��- � t � � *1 pexqF�21ac:> PPLVPO'5er-> '3�' BUFFeg- V I &� I I I IVA. ROUTE a-lx 6�, " TAP - '5j�E� r-,E��M 9,:5�Ui--\/eV--r \ I VD � OT PROJECT Oro42-034-216MOI � I ! %, I F-12- POA D F- F F I,,-- I E N e- 1( � 1: j \� , I �, -76," 1 . OY F.6-1�-A- DETAIL--'�;HI�ET ,t ,52F (., ) �� � I 't i - I 11 W' R/W '5 -t-3 % 33 11 E � k � - Cl i � � - -11 - --- - I I - - -- ... 11 �, -,- t f 1----'--�- -,--_-----,----"-,. 1i , - -, A! • 11 � - I- -- -1 - q ,- -------- �i - , P 'IN /,- E I ,-- PP�C,P. 9,' 51FIL-L-WA-( 1, z -------- I ��? X. 12-" WA7F,P- MA(H - I - I I - �--/c R �- I - ;� � I 11-- I . , . /� - - ,.,.— -- � , I - -W- 1 � , , -- ------------"---,-,-, -,-----,-------- ----,----------- -- ------,-----, --,--------,---- -------,--,--,--- ----------,--------,--,------�;�-"-------,------------------ -- - -------- ---------,----I"--- ---.I "--------- � , " I --- ---- - - --- ---------,- -----*---- - - --,-- -- - - -- ---- --- - ----- - --------- - -- ---, � - 1$----`1 - - - ,4 =-Wz -- - - - 7 � --- �- - -- - I . -- - -�- - --- I - -- - - — 0o W 4- -------- , -1 \" , W � T i-- 11 - --- �� � 11 -�- i I--- -- .-- E�Ue\/- = -7 .. 7 -, � --- - h - -- - -I.- - -- --- - -1- --, - .NV,�11t4SC5', H --- - `t I, t - - --, --- -- -- - - - -- -ow.fr .......... d--00� W- - ..a 15V 41 " E- - o-7----f:5'-z;!�-'-- ,- -6 -- I11 11 - ! I I . � maw. -'14M.- -...w --.�-,. - - - �� .- - — - - —.. �sg, - --A—I - --- - --- -� --I— - ® I - --, P, I � - -or - - . If- -- - - - - - -- -"t, I --l- 1-1 -- ...... F— - 17- - MRSIPM4000MR.- - -W- - - - k - - - -,� , . ,- - -- --,,-. -- --- -,.-- --- - - _-- - , 7- -- U) - �-- -- �-------t -6�- - - ---,----f-----i--- - ---- 1. - - - - -- - - - - t - 1 .7- --*�, - - --:---F---,----- , � - �--- .- -. -- . - - I-- --- - -. -- -- --- -,-,-- -, - I - - I � -- - ... -, -z ---- ----------------------,-,----, � - - - -.- - - � -- " Ex FW ,- -- zr-7. (r7-,,--MP iN\j. -- -7c>7, s- --t�----- -'- - - - - - - - � r11 - - - -- " , fi� I - - � - -- ----- ---- ��-=--=--=-_7 - - - - - - - - - I -?I � ---- - -- - I - � - I I I I I I " - - - --!:-- -r- _. - - . I - :7- - � -7T,q-- I- ---Mm-� IN --=--==- , -- - - "I 1 - ,� - --- -- --- -.-- - - -- - .- - ===II i --.----- -7�--�-71:7i - - - --- � - - --, \\`-- \'% I '! ---T-- - ----i- 1--.,,---,.---- - -,-,- -- — ----------, I=L -= - t�--. - I I ,/!: C - - \ i \ k! ". .� . I — — � r, ,- - 2�-- � " � .1 ... EX,. -,TC'F ,:gfG t4 .1; " L' - . 11 1W1 i =�== — I �-,1_1�11 - , --1111�2L I � -- I--,- ,-- 1 4i --,,-, - -- ill, - - - -), --, --- - --� - - C . _ i � 1�4,,V , z '71+ -- - I I \ t i"'N" I * i ------ -1 (, --TLZre-PC:A F-tT1Wr;;)-�---- �-� ------- -_ - . - -PeTAiL- -,iieeT 15o F04L PEI-M 67 -� r . . 11 5i�:, I ,er -------,, . MH ;1 I 'I ---- I" I f I - - . I - I * . . I . . . , . - .. . . + - '� / - _ "r , � A i - - [�\ � V\ j .. i I . . � : -�r --, ij �L' -`� . -7i & . =711. -- -7 7- M�__ _ __ ___ - -- . , - , , . . . . . + 1 1j41- - r .11 I � i _ -11 11 �� ,� � j I . . , . . . I I . ... . . . - . I . - .........., ... ..... .. + ------ - --, ..,- *,�, 7io ------ - ' \` +1 . . . . . . - - -, - I \ "M . , . I _ � E!>Li I L-P F P-"5 1 1 N 6. 7 , I \ I I I I 0 t 5�� . . . . . .. - 1-\ - .I..'. - . - . . . -FIV.P.. rz , P. . . . + . . . � I "::: --�' "I -=== - -Zo&-- ---1 I " EX. 30 ' 1A ,i , -0 ; � . + I . � . .. .. ... � I. �.. .. .. .. P. �...-.... -. - ..'........ I .. I 11, — -.�7� - ,--) � . . I ." X - - ' I , I 10 I � ii ? I I . . . . . . I - . % V- . L- J .. . .. I �. . . .. ... .. ... .. .. I . . ... . . . � . . . . . . I . . . . . . I . . . � . , . . - . I . . . . . . � . I . . . . . . -- I I --------L--/ ----------------L-7-- -7 1 - 11- - -- . 1� '11- - - -- / \4 1 -rz; P 6" 15:-, , L.�� ", UTIliTY, Z)' � I I `� . I I . . I . . . . . . . .. .. . . . . . , F F I- . (7- . t- "- - , I # , I I , , W.. .. - -, - ..'+'. .'. ..'. - -.'- . . . . . . . . . / . . . , i . . . � . . A� -� I --f- I -- I ,:5'A V-,-,',P--E,-,N A-1 � i i I t . ; . � . � , . .-+ � .. I . � " I , . , - � . � + I _ - -70-7. r -1 I I , , ., ., ." ., . ., . . . . ' . . . . � � . � . .... . . � . . . . � . � ,--- — �- il-IV- : -;' : -1 I , ;- , . . I . \ 11-M! \- i i , -,P-c-p � . I I�NA . . I . . . . . . . . * , , * I I . I ( I . . , � OP,AfNIAW! E-mi I - . . . . I . . . . . . � - 7mi \��',{g\, , - r - zz> .111-.--�4!�I.#.*....'.... . .. .. \ . . . I . . . . . IV. , . . , . - I 11 I.- -. . . . . . . . . N - - - , - - - I I '. - -- -� 1 . . . . .1 . . . , ,. . I . . �. .. .. .. .. .. .. .. .. . . . .........-... . . .. . . �1� , . < i ,J A a;, V5,::::), N, el - � -I I �j I - - . . . . . . . . . . , , � I) '� I . . . . . . . . . . ....1. .+ .. .I .. . . .. .. .. .. . .. . .. A . ....) � - .. . - .. .- I % - I I - . . . . . . . . . . . . . . . . . . . . � . . . . k- ... ...-.-.-. ................... ..-.....1.11 .. ............. .-. ... .�. ... . ...... . I I--,, I "I 11 I , � Lt% I I . . - - I , � - - - - - . . . . . . . . , . . 'IN - ,��, I'll. I 1, ; -Te . . . I - . . . . . . . . . . . � . , , , . , . , . , . , . * , . . . . �, . , " '-� ACE m - -- -- -- I, --- -- -- I. WA - fz-- - .-Aft ., . . , . . . I -11+a�-- --- -- , -, `X - I j L- I Kiff- &5`m I T. , * , - * , , , , . 4 , II . .... . .. - .. .. I. .. .. . , " . *--.--m- 7(,, - A - �. -1 1 77/2 . N. -i -, - ,*2-r�'F'�*- - '" L'. - .- 71. 11. V. 1-/ 1, - [I ... %11 I 11 -� - I a .. .. . .. .. - i -.4. 4 -, - . . . . . . - . - . . . . . ,�/. 111� , --- - � " .. .. .. , .. . . -11 - . - ' . . . . , , .:.. . . �- ( .. - . �-, - -- - ,-. � -*Ni,,�- , — ---4. � . ..�-- I I.-,-- --- - .I,-,--, --, , ---, --,",; ONEC>: 12--A , �1 q1t, I � --� ...!'... r— .. - . I � . . . . . . . . . . . I . . . . . . . . . . . . . . . . 1, � � . . . . . . , . -.�. ... .. I ... .-. . . I .. .. .. .. . .11 . . ,� I i � 14. I , . * . . , , . . , . . �. . .. . .. . -. . . . . I . I .. . . ...... 4/ - ...' , O' !�-,A N. - *1= 1z I . . I . 1 � r . . . . . . . . . . 2- . . ,' cl I . � h . . . . � \ � . - - .. .. .. - . .. t2 �. F?-. . - . - t . , . * , . 'N.. � . .1 - � � r'Pz2 R DPAI tJAG E --- � � 11 i - - -7 q� . -7 ` -`- - " . ,-� — -- , -- . ..!�,A�, 1, - � � 1i I I ..;.a. . . 15' i5R-. OL C t I 9 - , I" --, � . . - :.....,.,. . . ... , ----"\� �,z � - r; , . . -,--- -r -4 ;� k, - . - . U,�,E',' AG-F2-t.,-- C-7u p- -- r t 1 . - I I , ! 15wm 1 t7 ,FV6- 111� -i� .'-' . . . . - . . .. .. .. 1. .. .. .. .. I . . . . . . 1'. .+ I ,�� , I ; I i . - -T. I . . . . � . � . I . . I . . . . . .. . . "I I .- � I � I p;2-A(I,4 - � . . I . . . '' �t ;, . . -r. � "'Oe I . I I I � I N I �t,�\J. � . . . . ...... .... ............. -.... ... . 11 . I.. ... � . . . . . ,t5e we 1541141 C-7- A -7emENT � � I ; I j � I - . . . . . . . . . . .. .. . . 11 . .. �. 11 -1 - -- I ,�- -..-... .-,o. - - - . .. 1. .. .. .. � '. , I . I., I , C,A-rE- - 5'... -'... 1. '.. .. .. ..-..........-. ......... I ... . I . . - . !� . . . . . ... . . -712- ---- -'-�'r i !a . 1 -7(3. - , .. . . . . . . . I . . . . . . .. . .. -V � - 0 rpvfl- . . . . . . - - - I , AFLEA ' .\ , . t'.*'., r- -1 ! ---- ; 1, I I F.H. , . -A . . - . . . . . . . I . . . . . . - I � , ; I 1 1 .. . . I . . . . . I ............ 'I�--- .. . -. .. .. .. .. 1. .. -- .. .. -. .1 .. I . . . . . . . , , - ,- I Profle�s to VDOT per Eastgate Commerce Center's Master Development Plan 1- r/1 , I VAW6 i . . . I \ * I I 3& , .. . - . . ..-. . . . . � . . . . . � I . . . , - N I 11 '�t'r I ---h I I - , --,i IPL-P,5 .' . I . . . � . . . . . . .. .. - .- .. .. .. 1. . .. . . ".. - -- -) '41 i I i 0 ER Ell� t i I I 1 �- --0 ." Z4�16 -+ 0, -L-A .. .... I I. �.. I. � +........ �...... " - - - - - - - I . . . , 00 I i it-'%-"4,-,.-.-- �. I - / I . . . . . . . . . . . . . . I . . I - . . . . . '1-1-rf * , .. -.� , .. , . , . . . . . . . \ . - VA traffic signal at the intersection of .Tasker Road and Front Royal Pike (US Route _ _ � I . . * , , "I - P-i - .N. * , , * I,'------ --- ---� , .... - 1tv . I , . . . . . . , . . , .. - .. .. , . . .. . +. .... .... . . . . .. . 1'. '-, - I 11 "i � . 11 I . . . I . . .. .. .. .. .. . . - I- . � . I I ! t �� f I I a,, P- I .. . - .. .. .. .. . I - . � . . I . . . . . .0.7.. .... .. - I 1, t1- q . . . . . . . . . . . ., .. .. .. .. '. () 1. i 1 � - . . . . . . . -11 I i , I . / . . . . . . . . I ... ....... . . . . . . -, , 1� , . \ ... ...- 1\ -11, 1k I - 1 " --N.,!--- �' 1 -7 . . t . . -.--. ' -, -'-7i'o. 2 - - - - I . I . . . I , I - ��q � 11 ..+ ... .1 I - I * ' Aj�4+ C-� 7 - I � I Z' 0-0 - � . 11 - -1 "\ 1.6.7. . - . I . 1 7 1 *-'7. 522) and the extension of the left turn lane from northbound Front Royal Pike west onto ,z �, RCF� . . I 4�I;2'!P�� - *I'. 1\ / I ,/ " I - r 1. 1 ..-,-4 i I I - 11 + . ... .. 1+ . N jel�' - - . - . 0 I -,. 1,� -t I Tasker Road will be constructed by Hudson & Associates within nine months of an official I I f e -----P-�,- -- 1. / I 7- 9- .. I * . . . . . . . - I I // 001 IN ,I -0 - I � - -- t 41 , I - - -, -7 1 r.. - . / F H � 1-1 Ll Ll U // ,,, - -.,....., 1. .., I I I ion-b VWT I [" c ,:,c- _2ICUF4I -�- 250, P-0-F ,� . � � . 4 1. � I � I � f ! -----t , I I ]" I I notificaf y � 7 . . . . . in! k ; I gcz � , . I I . I � I - - F1Ck5;1F -...... L � ... \ I I I j Im X t L . z2fleHiN / ,-+iZ� - . . . . . . � I : 2 )< I I PPAiN pp-Alf-4 UP^ (H . . I I � L � / � I . I j L 11 C I " I - . . .1 4 1 ; I , ca / ID , " I I � - . , � ! i I � � 11 - . , .. .. I I 11� . L � I I . I I r- / . . I � � . , • . pp.v � 1 T N - r. . . . . . I I \ � I I subdivision stage /I � ! i M , I �,A V. :- -71 G, - R INV. z 713. �� 2 Additional fight -of -way for the construction of turn lanes and/or travel lanes along � � A t -, I I " I J . � I � I I" I P� 1, I ....- . . i IL I I ; Tasker Road will be provided by the undersigned I to VDOT at subdi i i . I � * . I , � I . i -- 7 I � -T �) . . . - i L � D Al �4AC-G - -I- pl-,C;,r�. LIGHT � I ,- .1 k i IC-i � I I-; � , I I . � . 11 "I i'� :.11 I . 1, ,� .- - -- � ! ; 1 . I- - . -- . . I 11 i, /L _ L- , I L '%&-M11, . 5 -T ... . . ... I I i : I ." 3 L A traffic impact study will be conducted using VDOT procedures for each site I � � . j Itz. - , ( -(P. ) .1 - . 1-l"' , I , I I i I , ,� 1 I � � . I I + I I . � -- - i f j f , . 15 3: - I �, I � � � development use proposed within the Eastgate Commerce Center at the time of site plan i I , ��N I � I 4 , . 7 -21�� � -- I I 1� I i L . ; - - I - - - .'20 L t ; . I . . . I a I K J - = i � . - �\ - I ! I z: I . I I � � IL I I- 11 � � - . . mriew Improvements to Tasker Road will be constructed by Hudson & Associates as I � t � 1-�- - �(e . . I I I � 11 I I I 7 . _ . 7 , .- . . � I N I _> I rj �� I -- .. � . . t I / . / I �1 I I -A -�! / - -11�1 . . . . I . 1% required by VDOT regulations for the predicted traffic impacts based upon the specific � I � I IV � �- �- I , * �0 I i I � .4 1 QI - , . . i � � , � , / I L I I � - . I . - I proposed use 9 I ; � I r i �10 ",-\ , - , - , I , I 1 3 'R -; , , I vi 4�i 0 ? I . '4 1 1 i ; I \tom - A rpwp. .;7,,a-m:,� - � - ,�r11 1 -1.0 I �i� W I II 0 I�-L-I(S,H-T(N<� (7-(P) � �r- !�� 1. ----' -- --- - - Ar(-L.-_ ?+. 55-- -4 %� . I- Ir- I I- I� .� 7 1� � rFroposed 5ulls:tllng .,� , I 1 (17-e C- DF-TA TAIL t I T , !, \ r , I I . * . 0 1 1 , I i , - I -% ' t � k � I I i I / ", , . . I . � I \ I I . , I I I , -11 - ".. . .* , ,�-� HL e c- -T -q- 4171 F & ) ' � � � �. * A it t �� k ) I ,a � rg,c>p. VL?-T 11,210 sf orpes 'C', .... I. . I * P F49 F,0 9 E 0 FUTURE TU 1245 I ,,, � � � 19 i i /1� <�P-rp. <�,Tr->F> 115�1(3� F.F = 120.7,:7, . � Cri - i I \ 11 I � I I 1 .....41 1 1.1i"I"ell., ... �� � ON 1-- �&- -7 N07e z � \31 �-- E�,Uit.--�Cnt4G PAD - !,..� H71 �4 C , t 4-149 � C. c, . .-- I I,- k \� � , I �� T ,.. , \ , . � 11� 51cIg'K = 31' - - I .1. F I --,- - _.� I 11 . i -- . .T.. . Q\ .1. � - , . . . . �, I I � L L , . 'I V\ . I - 1:5'L(717;10� 1-(GH71t4C, ',-HAL L� - 1, " i I .-/- /' . .. I i I -� � -?Foro--,:;� d,,e-'. �Vbk1(jF&;Ie,-+Ur, .. .. � .. 1. I . � I � -rz- 17 "`�N 1. - -4 V7 a -j- � ' , \'V A i - .5 L � De AF242. NC,eD 'A i I \ - ,71,5 N� I , / \ / / - I � , '00 * / -�-- -- —I- - , I '�� - ----- -71- , ,-,�, ; ---- - I-i . � `E i i -L- \- , , - L " 4- ` "' -t--- , -re- � - I � "tip!" ,.�,- I I � 1 1 11 \ ; � +- ( -� - ..''. I . 1�1 I I . 0 M L.. . L I I& . . . - 1-1 -7 --- '-- - I � - I I - - -.11. 11 ... - I I Tv t�>ef: (- E-e,-T A W A -f F P-,=>M A P.J Cli N I N C, , � \ \ ,� \1 % )< L, \ 171, — I i! . . 161 I - - 1, 11 � - "I + -7 11P. - -- )P,e F, F , . I I I _ _ __,� G . 7 9:11 4 , - I - --- -,,- -,.,- :?iio I F � � \ . . M . I . .. a -- I . - . , - I ,-, ,�#�P-F-ET5I- .�,c-,up-,--e5; V �11 -, , I ---�FPWPF1- H.C. ,�;iC,t,l LOT 4 -1 PEP -TIES ANr,> PL15LI � I I ' + : . I +*) I ^ \ I � 'k � " ,.I r .. 'QN. I i / : e I,- (0 . .. I ! I I ' '� � - . f. I I ` I � � I I , + 7zc . ; -, ... OF UGHT ON A �-OT *HAt-L, F36 �HC��DeD \ I i . .. -1114 \ \ \1 & 4--'- ... '. �, � - f 71 -t. t I \ � . . (--t2--? ,A,--P-F-5 I � _ . *0t-4'TP0L-(-ec> To FF-S\/ef'N'T GLAP-6 � i I ". + . �. � I "I . V. '_1 I I ,9F2- ,�- ` � + � ", - - i ... 1. WRIGHT'S RUN L 4 WRIG4T'5 RUN L,F, \ , I � I -7ZP. L I - -__ .. , - 11--, , .f='. I .. .. I � S" Ia- - -- -, ., � . . - . . � - I I I . + � . 1. - V>F-'fC-"fAD 'THC-7 -C � , L . . 1-2- �A, . +10. . , . . . I- , LOT �� F - (I ?T L-(NE, L I _ . - . . I 1. I �-, -- � r i I f \ r . . . . �. I � ;2 . - - I I 1�-- 11 .... � . 11 'I 1-17� 4,,--o" - — ---1 r \ + . . 7! V. 61 ;?.O. � I -A M P'7- ( vzk:"r -,-rt�>. <f:c- - (:z ) //\ '. * . - "I " I � -- I -1 I , - 0 1, 11 ppvP� 5TC::>. \ , \ , -A 4- " *� . . . . 11 PROP. H ,C- 5 IG W -7 e I . I 1, , , * 11 �a �* . . . +--- -, ... , - - - � - r 141i.. 1- . , . . . I � 1. .I, "I � -�+ . I I " - . + . '--, I ' (-�,& - (I e N -T Pz-A t-I e�- e \-�,- I � ��j ,- -,�r- 6. E--,� X * . * 71 j� - . � .,�, ' I , v 11� 1* " I . J.-) " � I - 1� .- + � 1�, I., ,- . I � - . . 1, , � I , , I . . . I , - - - . I Ir I a z PAD II . . I 1�, `\ ,� -- vDaT NOTES: , , . -1 -- V 1� I �Itlt . . I ,�,IIM RAC, 0 W . - � I . . . . I : . + . 'L I . I '' V I. ..- .., A � PPOF " k' L --7r-- --->P- . .. + ... \3 -�, \ill � .♦ .7 - - -� /, r - I . 1!/Z ATeP 1211 FPt . 12- - . . - . . I - � 1. � I "I -�fe, A ; - -;m , - e I � � 1, ANY TREES WITHIN 15' OF THE r. i " I K4 e -rc- P- I I`-j DP`A I t-A -A,A M F-'7 PUM 0, . . I . . " . + � I . . -� -,Z% \ i�l I I .-), � C/ � 2- 11 M 6 T F- Fz- P-;,oll .1 -1, . . I � 'It � " i VDOT R.O.W. MAY BE SUBJECT � , ,,, I � . � lf� * . .1 , P- / 6:,t4t,AF,--Tte;t4 '-�';7 -�-- . -. I t r- I \ - �- ,`,C \ 'I, I., .-" 1:� 10 . . . ;f�t: + � GATe F"Por -7--A�* \ 1� , - . . . . r4I,-- eNCL�0-5LAP-E 1; f I 11 To TRIMMING. . \ ♦, " \ ", , , . .!�, '); . �w , � VAI-ve F, L- F-C. .. I --" -CIL PAD (2-a'x _44' )-+ 0 � I , ,; IS\ I,- I 0. M � POOF F-OF 1'+'. . AO -04P 7 715. "- , , " . -2� LOCATION OF C ' \ , , , " %I I -�,'F?- 79AAK'5�- PAD 1 ,r-z-12 RAMPS WILL � , . " '' I � to. r- t::;IPA(�4 I C-4ZA I r4 -�-� (,-5;;e r7 0 I., . , !� �, '1% , 71-,).'2 . . .-.1 ,e De-rAtL-- -�,HT. e�,F--1:�;) i I 1 , � I � " . I I HV z 714-4J5 . . . . . I . I + . . . I p 1 4:0 BE VERIFIED BY THE VDOT I 1�� `, --.,U \ I 1. I 11, � 1� ..% -1. - 1�1 --� 11 -1� -�� 4 10� Pvc- % - ..I ... ... . - . I - I , 1', -I! " I ;.�, - -- -- - - -� " \ , /'' I x &- ( -/ - 1 1�70 -" PV<:�� . 7.1. . , / - ? 1 - .- , , / , I V � 12 1 1 FIELDINSPECTOR. - \ I � A, I., -. 0 �--\, \ � . I I M. I "/C. I *� I I . . . . + . � � I PIP -OF. 'x zz , I : r I �� I \ - 0 , li, , �,; � IQT ,V �� ,u.7 I �, A --;,' - - .4 . + 11 V\-i � I < - �5� . <,'. , C-ON (::; .'A P F1Pc>Ac-- H 3. ENTRANCES WILL BE BUILT TO \i\ '1, . N, �� FL /I-r-i A . 1 $ - ---- , -,� 2 7 I -�>- �- I I I 1�� lz��- I " . , - ---+ -71->. +- k,� ... , - , . PIA,O - ,r* , 0 .. . . . . I � . ----71-� - I . -17 - I 11 . . , 7� � . - � . . . . . . / - i % THE VDOT C,G-II STANDARDS. I \I- \ 1\ I, _T 1\ �.. 5�'. . at/ - . ,7 *� -71A, . FL. +'.+ � I -- . � -. � � 7Z�- z - . . " I ,- (�\ V \ ,\ " V I -�- & : / "I . 2-C. 7, Z 116:34&�z - -�71�2. 1-1 � + 12 " WlPt!� �-12- TF4 P e:�, r 7-1 P� \ ,_\ 5 . Fli::;��.r". . . . .. . , F-F2OP-CG-(-z H�-�.P-AMf--, \ " \.-" \ 'V -,\. , � ,,-. S. "11\ , �,�. 1115k - Qe - ; I I � � . - . . . , . , -, � 7i6 - � � t -rt:7 13 e- I W-;,TA L-L�6D I " \ N� , , , I , . . .• . . . . I 17-TO t,J 15-r � GAS .. . I � 4. , � , LL-OC-A-n,5:;,N Tc�, P>e \ ,,, I,\ 1, , ',.,,� , ws� .11 4-� 'p- . . �., . -r - I--, - �-- . . - . . . F"F- F H * � I I ��, \ 1. , . . . Me. et2. - ,�:�90 , - �,, .? + * % , 1\ � \ I '- � . . � � . . . . . I ' '' , ; . , I I . . . . . . - I , , - ,� F. . . I . , . � � , - 0 " THICK A L,otj 6 A i- �- C>C-T I I 141---," � ---�- . ".4 / 6 � PFze,F-- - F+ H - O. , ,i . . . . . . - . . . ,' ti VA I-V" E . 1;_1 . . . I . I . - - - -- -; I 1� \ , -! . ,- 1, k 1. I 1'r . .. . /. .. .... .... ... . *�. . � (/. J� . . . . . � I I w ( -+ or,� t-A r--p 5 17F-OP TC-MKz2PA 'N" 11 VF-Fz4F1er-> os(\,/ \-; I \ 11 I � I ,V,C `1 . � I e VAL-qz Ili o < , . I - '- - I I .. . .1 . GA I I � �r \, , * , , I - \' "' � .. . ... - . - . . . . . 1, I "" -1-- -,-- . --- I ,I . - .. � , ,- I- --�-- 'N , , , . . . . -.---, ..� 1. �. +. . � F?--K I FFX0PC--71eP E - P, 15 . FieL-P,tH,,5PE -- - -\\ \ )s 1 -7� S-,�:-�-- IU . � . � I -.1 " . " . . :1 - v I -- .,� - 1 I 115 44 'e,"'2-V' � 1�--rc�) I - 'IN "I I �. --*-, I--- 'Ool� I <1, 'V� - , - I - r . , - --� . . - . I - ., - . � I �. . � .� , C>FA10AGI!, E5,M'7. . - , ---4 - . . . . I .. I I . -- �7 :�S,5 �� - - -- - - . . . + I I . ,' '. - .. . . . . . . . . I 11 + I III%, - --.- -- . I * , , � . . . . � I . - j . . . - - - � ME5 '.- . . . . I 0 ----� . - I .t* . . . . 1`11, . , - . . . - 1-1 1� I . I I . . . .. � . .. . . . . . I - -1 -- � 1-1 7- � . � . . . �� . . . . . . . , + � I . . - ,* '\ - '(- -*�o - , ,� , -,.� -1, . I I - . . . . . . . . . . . -, . - - + + + - I \ � I 111-� " - 1-1 , I � I . . . . � . . . I . .� . . . . --. . . �+7 --\��\, . . . . . . . . . I . - 444. . . . . , \ � - . I I . . . . + - V . 1, , -.'� , ,, " I I * ' . + .1 . /' �. . .. . + + . 11K . ,'71�Fl- - -, �, .1 ; - , ,WATER- . . .. . \ , . .... . I \ \ I \ , I < / � . .. I . .. . � . . . I- I . \, I - I � I 11 � . I I - WA - , /� + . i/. . . . . . . 7 . ;,.. . . . . . . . � - — I -T5110 ., , A , . 1. .. . . I �� . V . . . . . . . . . . . . / -I' , F. .fc>' - I e? " pl-e-p � \ 11. -, I Nl� � -r, 4;��>,,+� . .7, .... . �. . . . . .. .. .. . . . , I " I r I - --, \ �, \ 1� 1�� 7-11, , I I � -:,� � - . . . . . . . . M^ . , I -t*P�A r- - . I . 1. I I '. - ,-, -�, . . . �'- -. Q, . . - it .. .. 11 .. . FIV-6,F:1 -reMF��12AP-,( "I . -1 �, --71a- - " , I I �11 . . . I... ,A".. .. X- . . 10 -A� � PIC - ,, -, �, ---- . LOT 14 1 1� ,� \ \'� ,�.\ \ �- `,�' ,-� - - 1.11. . 1. 1-. . I . �... .... .. . . 1.�. . . �. i,., P44 . 7 * 61 ?uIk . ",F - - TQFLN-A- P-�UNI:> 2` 1 - . . I , - -. \` ,,, � N'- � . .. . - . .. .. �. 1. . I - I /,--- i I' - I ' Z� 1�> - I . . $-r(X:---", . . . . f 7- 6f- - W -11 I � 14Z�A .C. . . . . I WR-IG�4T'e RUN L. \ "� , , X- -, N "',11 I., .... . . . ,- ,z , -- . k, " * .�i4m 7 F-5M I -T� - - --I -1 ---- - ,, - - -- - I 7A PE P F�l , . '- --- � , ', �- \', \ >,:, - 1�. � Z� ;,...,. . .. . . . -....1. vAe�At,te-D. .. . I - "I AF9-e-A -- - — 0,103ro ACRES' .. I Ill: ,,, \ \ . /'� , 1. . . .. . . ! ,-- - - . . N1- . - .- . �- . . - . . . . - 1� -/ ,, ..., ' � I--,..,- \\ \,"5 (�-6 1 1 . I.- . �,�. � - 11 I 71S. I -.1 I 11 # 3 . �, `*�' �Iil \ �,,, .1 MATCH - \ I ,�� 1 .4, . .. - - " -1� � - I- - - 1-1- �JN EXISTING -1&-A-53C ., - ---, ""V4 " .. ,-.' . L� - - - I ,- I I ,� I T.M. N, -) 4 1 - .. , . V. -71+ " - I ( �-OT-7 -I- f- '- 77- � \ .",-Ape - .--,<11,k �11'11k,��, A -7c. , -��/ -'1 . . - - - - � ) 76 N - 2 &P ., I .. / �-, '�4,' , " . 11 �� I INV. �70`n- - I � 11 D5 a12, f=>G 545 '.� -,, 'A,,,'Xq%�,�,7� ." . . I , I \1 -- 11 '11P , I . -7t e, .1 , 0 N, --,, � , / �i* I /� 1: 1 722- --- I 11 � I I - , I I �-(V. = -70'9. ,>F, ----' I \ --4��,.�, 1. I., 11 1Z -1 I.- t ZONED- M-1 � -, - 7 -7 1 --- -- -- - ---. - -- . I I - -�--�-� , �-- ---� ,,,,�, 1� /. �� - I — 71+ -7 I -z- -1 11 � - . I- I I I "'. I 1 -5� 'F-2-1-5 , ---� I", 11��/. ++I ---------Ii USE . VACANT -;L;�-,� I- : PPICIP. I <=.*. 134= -IIII - - b-4- - I - - - - - - -- 1, .L � ---I- , 11 1 -71c::, 1 11 I I I - � / � .. 0 , -7 11 W I .', -*71a,'1, i� I "I z -,' I ---.,' I I I t-90F. -;;-7P. " 1 "- I?>" F'\k- Q-*� z5;� 14 - - -F— - I - - - ---- ��, ----, i : , 72� I , , I � , I I k I I I ,:�,- L-4 Fz- V I- [�>A 7 A I NO. , PzA r,> (LI er- A P-t-- ---- - -- P e L-:TA -TANGENT 6 I 4--f-d:2. C)O, & 8>(. (�,, � 5�r,oe,70,01b " -ei-q-0. e2l e I I -fzo, cz-.) , 2-1-- -1-1 ' 3-1-- 5 e,'c'7 " 1-2. 60 \ q, If-Cl. ,t,;v I G, -7+' - 05- 1+'3c)" � Z. 50' I I I � . - � - , CG-H EN'TF?AWC-r= �,- ( � , " 1. *%b , �zj' pp�C,P- > 1, I -�', 11 -., -�, ;11111,� - - 12 -,� 1%51 I 1," 11i t, - ,'�'. - 11 1, - 1, I .-. - �, '. , PF'o F. - I I .,? Pp-,P� I ..- � F'F-,,5' 1q, I \- ";e Z J - - ---- - . I I I - 1, _-,� - - �, -1 - , - ,;�� is - kv/. 1Q, - - I I , >-��-� (�. V r=+K-A V E L- \1�1 I P. o" ,� 1, / S-�eri& '1Iar�-, I -- !Z.�--,i� I jc�jWr 12" 1 1 '��FIL-L-WA,-� - --- ,--. _ I " - - � i -1 11 � \ , , I \ - , -- - -��, " -- -- FPVC- PIPE 'I\- ,- , FUTURE RV- \ _ -, \ I �. " - - 1. lTe---lr,-,r, r---r),- --�� , -,,-,-, - , , - I., , . .�, , -- -1- , - I ,,-i ) pp-ov I- . , - - - -,--- -- ----- -. .--" >\1, 1 - , " ; , - A- -- -1. ft%. - \ ,- .. 1, ---+i-,-,---L--.-- -'--- 1, H.G. I -,- ---1 - lft� a . - - , I 10 (l.-VC,AT1e:>N � -- T- - � --- . I \ - 1,� -_ - -",;A � - - --*�-- - �-' - I I - , I 'j�, I / I- ", --., - I , �-- -,- - - - - - --7- - - . - . i . _ �--!,---,j;��-- - =Iev� = *1202, � H C IZA -- , "' � ..... "- 1. > " �-. / -- -- 11 \ 1� r- el, , , -,-� - . -', , 4-- - / -- - /- --ye / I` I '.4&W I e a,( ,;.,- , I . -� ----,- 1-�11-1�- ,A- I " 11 I 11 -------:, - CRS-�- 6�,:a -----------.- . I N, -!�, 1 4 I -- - - - . I - -- .C-M- --- - --, ,--- -- -- -- ,.---- - --.,- --.- - ---- -- ----.---1 I I � I - --.., -. - \ - --- I -M---,!�t- -- f- - --- ---- -- - -- -- - ---. \11 - - - - -- --- I � -- � � / \ ----- - - \ I , "I- il - -- , \ - � , . E�x - � r +- 6RO - '-',.,,----- -- ------*---+-- '---, 1, 11, I I � " /1 `� - -, - . I lar, , i W I - - - - - - - � - - ------ - �- -1 1. � #04 "I I" ---, � I , W . 1I 1, I \ �\ I I ; � - I I I I 1, \ ", 11,,- I I I - k I- 12-">( 1F," TF-e 1, I ( . �,� 1- I ,,, 7 1 ," I - - I- ; - I I 11 ,� 11 - I - \ t L) 11 � , \ , " � - - " , , �,-\ .. - .----� -� / "IN, i G 8 ?" �i--� L- \ il I i � I C=� , i ; - ) 11 � :i "I . - - C�- , I 11 i �01 ��-- I S,�, I / "." i \ \ \ 11 I CZ. I I . ; I I \ - � --, + -- ", 1� I � c - I f � ., �- -, - t" I , 4 �,., I I I I -1, � - - I - ,--. � � I.. �, , I--,- - , ,L-C) j i I - -.� " I , 1, - - I I ,-- HL G i I -- I" I "I-,, I + --- - ---, - \ , , "I \ \ 1, '. ,20 s G,=, , 4- - -�- - - - '- �-- - - --�,- .1 \ , I 111�� 7111-, .--- - ; I, , -- I ; 1� I � \ I - -- -- --_ . . - i 1 - . -� - , I i -11 � \ ) .11' , � -.- I — � - - , - - I _:��- - . ,---I,-- - - " % I-.. -� ,----- - --- -------, � I r-,, E�r -- .- - - � I I , C2 00 0 0 = -> " e - I -, 1 � I , il I * � i 1 'I, k / I i I 1, � $ 11. \ . - DONALD F;�AINVJLLE , 11 � ! ,,, I ? � � I (, z -Z. 2�6' 1 �, � i , I I \ . I 1.- I_ I . , q '� �, I .. 11 / 11 I i t f I , I I ,` 5 - i i .\ , i 10.00 ACRES' 3 I t i � I , - -1 I I 1. N\ I � I It I f ? - li--�----- ------1,------4 I ! 11-1 -2 . � � -- I I - � �4 & Z 0 -3' 1 4�-,, '-U ,F� / - 1 1 �-, ! - \ % ,��-- T,t-1. I ro -A - 534 1 - I ) i I I / �' ,H, i I 1, 1, \ I I - ----- -.-- , ,✓� I `1- " i � LOT 2 1 --�,--� -� I I � 4 '-, k I . � ". "I � s � I , I " � t�, f=,(f3 lae5 -2- 4. c,,q- f I , i I 'I-, � � Z "', '-- - - .-- � I---- I D5 a , i I -1 ! � I '. \ I\ � , JOUAN, INC, �1` ,, � -� ! 1 \ � 1 \ I . 1 , A , -i � � , "I I" " i, ZONED ; M , ', r " ! ,�� � I- I / . / �' . \ , ,1 I � i 11� \ , ! .. -� — � - - 20.15513 ACRES \� ; . -1 5 ,+,n-t3, -ttl "E � \ - - - --,- i 1�1 - �� � f . I,.it �.k USE : VACANT'\\;. I - - --- I . I � I 1-1 - , 1=z'!�.t:��r, -- - T,M, , � -, -1 I I , � I I -, -- - I � , \ . i � * . 1 -'5. 7+' y - 1,� I A I 11 I ! I i I 11 , I -- - 4 D5 512, PG 545 , I I I I I I - .1 I 11 4 i t I 11 , 11 - ---- --"-- ZONED - M-I , I --- � USE .MANUFACTURING - "- I . I \ CD = tz LA-j (14 0 Ln Lj--j (C) OC) ---11 N It I Ca" Q) C, 11 00 C14 = -0 C: Q0 LC) - . �.- I 0 04 >- .-- > 4 C14 I-_ L0 r- 3�-- >, L- (1) -0 co = � C (1) 0 �f' L-L-j (1) § _,- L() I . r"w-- -r- �0 0 - . C- (a- (1) X z < C-D - 3: I-1 LL- - r- D U) U) L- -.- (1) 0 10*44V -0 (L) -0 . C 4) > (D) , C: :3 C :3 Ld V) 0 0 L-Li F-- < -i �< CN � > > < 0 I E 0 Q� 0> 00- , LL, Lr)ft� <a- 0- 1-10-0 < ::j LL- Cr < 0 O - L,- > Li. U LU I-- < �-- I (QLLJ ,f < O:f -i 1--� C, (f) -� L-3 a� ,2! -I-, a- 0 :2 z � cl- Qf I C� < 0 LL- < < -J Q�� a- LL- . �< CD (Y LLJ (f) < V) z �-- of L.Li z �n- < (-) )- 0 N Lj-i - * )- 1. 0 * 3: 1--- V\ 1-- I z W I- \J\ < ,< I � /--\ � 1'\ % I -z LI) -1 � z 0 1�1 \� I W z 3 �- I- LI) I � I I - IL IL u- ') I � LD i p a_ I WF-WL � ,--, �zq\ — z (r �- Z , ,� -z \� () -I \1\ \3 v n �I-z < d- 4 I � Qj 11 I DL � . �Uj ei- V �L W E Lu I �- 1 I iL W �- I � q\ � f�\ 6 - � ,-,� 1�kN , �- 0 - 4 tv N I I . I - I I IN .� = F- r", 0, => V-) (-4 -- . r -� = (N <� (:) ---z- ;2; . — - (3 Q:� .-- -11 ......... � ........ I I-, <C I I 0� j ;-4 Q) 4-) ,-Q-,), C-) 4-) - " IV ,--I �� 1~ ,�� � ,-.., k/d �-! (11 . -1 �-, 0 Q 0 C-) 0 C-) Q) (1) --)' . Q) '4 , 4� bo U) M mot 2--1 W (1) �-q FMI C/-) - -dq 4--) 0 1.4 jZF-V15er,> '. 12- -I( - 4D -7 DATE: 10/29/97 SCALE: 1" = 50' DESIGNED BY: MDS/JGE JOB NO. 2089 SHEET 2 OF 6 r rn m rn v ai ai 0 ao 0 0 a U) rn m 0 cv co 0 y / / IL N/ ` - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _ - - / lU EX. 12" WATER -MA Ihl d L /---------- - - - - - - - - - - - - - - - - - - - - - - ------------------�=---�h.�c / _ PROP MH # .",-7 I I WA P . a,w % ✓ — — — ; u8-OL!T�i PP-oP. Zo' SA N .- o m tI Tf NGH S E w E t2- G S M, -r O P E 4--- g-ff f4 Ga•a- GR-�5is(NG ffs r Y PPoP ov 1 - c- - ,1•02 o No �I pRz2F I I-E - Fz--c>f7,o5 E d SA t,4 (7A P- !-rE v`! t2 r7�o -73o „ 1-- 0 Z 725 77-5 --- 0 o'o °io8 NI 7zO �� ►�„ a -7� -_ -71r� FPvP . A D l= Z Z ? Z I` it 715 _ 7 Z Z \ EX. GP-ADE }p %Io -- b ---- ----- MAINTAIH ---- ---- — - - ---- ---- ---- ---- \\ pI MIN. ctoY E Fz 13 - - - 0 7 _ - �� 7� PVG PUG m N M .N ' s• 7+-co 8+00 12+-c,o C.� Z_ rz W to W 00 0 Z N N � _ Z '° Q W ° CO rn OWN => CIA _<]c _ (� Z c O O O� � U d� W x LLB r V) L L N O Q) L o w (o W ~ Q J ^ Q a > Q O LL 00 a O a_ aQ L �- (z o Q J lL- rz O Li-< O O O> Ld < o w Q Q J F-- > 0 Q Q O cn > ci� Z IZ O Z a-[ifO Q J Q LL Q Ch LL_0, Q (Y 0 z F-0-viw (Y Z (n Q c) > w 0 nd ll F— Q LN Q � z Z lU 0 W �' 4 { \1 W N =v Q� W � � N 00 (0, o (14 oj Q z �o a) Q) O N �I�I �O W 0., (� O O -Z co (a) 0.' Q) z z U� c� W U� Q) 4 O � IQ �" to tZEVISEh' IZ- (I- D7 w m X DATE: 10/29/97 uw SCALE: 1" = 50'(PLAN) DESIGNED BY: MDS/JG JOB NO. 2089 SHEET 3 OF (o ENT TRAP F V M -M 14l TIEW111OWY SMOADIT SPEC. 3-13 W STOPAGE U PERIli'PIECTIVE ;E OF STONE) VIEV� -E IN DRY STORAGE TONE TO TOP TIMM) 7 % .. . �'.�.•-.�4; it=. A...V E K)N "LEVATION Tk A yaw w ,�deaapd N VIP %V, If a"' as P —"w rg, top of rr sithole, at grade in pav areas unless othe viiise dineoW IV Ar top aft I be so 1 r fffvmvn. above In isessinwit amis i dw Pad r9ractior to grout mant oJe or in place bolls (3(4' CM.) i dAmIffmil naps (111• M kL) cc 44 oncrete, ASTMC- 1 N *0 pel WIN 1k;r ar or (Iyp.) pioneer 301 r Isaac applied ex 10=0 or,tide0 Pir is are to be *"led I.D. Coni iscum to by 11 sitible slowe irw arm Jor i 9P rt channel to providoa oth transition in to out, A oonnections mA bosom of nianhole 3'-0' rnin, 4'-0* UM. top *air Of benchp well 0 Taw,/. as % . ......... ........... ......... ........... I ..................... ....... . . . . . . . . . . ............ .. . . . . . . . . . .......... ........... ..... . . . ..... r . ........... ....... ... ..... Ir bow rV own NOTES. 1. Manhole sscw�s *W have an axwn it ociating of appmved b tumastic water prooling pAw 10 instafteitin. Z. R adlu " owe two R5 Tr—A—uVe dowels adjus iffi-01 rings with a 4man WOMPOW— t x t u r r m : wetllp= n lit 3. Rnal slope ad of Mole I (I M y be by sNrns anc may non -shrink grout. 4. Skid pad to be rnare too in shoulders 0 roads. 6. Flat - (6 ft. or Is" installabons. tow a/ 'we • 116D'', 0 L 9.1 to] fie] &I Lef 1 ;111 -1 All 1411f.Azi -1 "1 1 -1 © i V.D.O.T. PAVEMENT REPLACEMENT TRENCH & BEDDING Figure I STANDA"D MANHOLE Hit" 12 SDR35 . by W b:yl!.5SDR 21 Fbell adapter M. "M OW-n L SDR 31rx 4' 1 =21 gasket bell wye an propeny be 7 ! ir'niln. = 2.001% grda GRAVITY SEWER SERVICE LATERAL pe" is scm mom weld silsoaWFL- ftedled rX V lop ir P~ is Pv i 1 _ CD spo ON V P MIA Nall Opp t -'1 PIPE OUTLET TO WEI, DEFINED CHANNEL so*%-., gr. a ,g K9T log, -Ir %P GROLTED 1"PRAP CAR�- RIPRAP APRON AS CAW', 318-4 i A _6" I sanitary pipe Wye 4 4'' G NGRETE 4 3000 Pei W/ F 15ER 0" CON BETE 5000 -:5 41- wa 4 21 -A • :41 t.. WITH ME,'��4 5TONE 611)EW,4L< &ECTION 4" 21-5 5,45E STONE COMPACTOR 9,41D SECTION ast in place ass door. 'enter, C� d �, n top (see note 1) varies 2' max. sropei#v 4pw_ (see note 2) roadway box_�W_ .2" type K copper tubing (no joints curb stop saddle wit c rporo ioi stoo I �-water main boll v3lve curb stop with IP ends, with 2" gate valve 0 rating nut 2" custom setter (meter by FCSA) standard fint top for 4' diameter manhole _3' riser sect for 4' diame manhole under custom setter 6" stor� bedding I 1 Access door s all be by Hollid Products or our approve J equal: 8" a) in non -traffic area - mcdel no. SlR303C V0 b) in traffic area - model rio. HlR2424 2 Water service crossing in 6- dia. S H street shall ortiORZ be encased piping. I he C JTOUT DET IL I piping shall ru from one foot beyond sidewalk, typical across the street, to one foot eyond sidewalk. cast iron clearowt with brass plug having a counter rtk square head Panella Model P 4SV-CSK (4) Panetta Model P 6SV-CSK (6-) -SDR 21 45* bond squareconcrete skid 20"x 0"x 12' deep aggrepte base (dep:h 3") \— 6" stone bedding NOTE : Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 1 11/2" and 21' METER INSTALLATION �Figure 6 AMENDMEN NO. 2 - APRIL 1997 (5A& C) ON C-E" 6, (GA fz :5, 6? 1-4 Lf,� SUIL1D114& -7210 L 0 L-I&H TIN & 01!557A 1L_ 114 .0 4 e- A L_ r L PARKING �-f L_IGH:T(�(G To,ec—m,�;,umP Ct4 P2:>�E 5 1 Z H IGH 7IS 6Rf.DE TA P-D GRADE -7 lC1 rper 3r, 155�'C_ M F' _7 6 L-C-AR Not 111C ALL MACTRIAL- T0 5e rreATE C:.*& j.U"oe ra- X__VA%_-T'ff caralv I V11LIM ft.-f 01wo.go, *Tu. aa"" &rA V -Tofl PETAIL-- 1250AM-0 FEW;E AP0df4C> C2LLMF57reFL PAP z FIB SHEEN Z F -A Ak&Arsim J M� - -_2 H A _MLLU -r I -A ;T..-J! -A&MI-17 T 9 IVJ&"'C.A`PUdFN I AZETA I L., Tr, A 4 ALI it.+* AL V400 tt 00 0 C\1I 00 C14 C: U() C) 0) _J = 0 .- > � C14 J_ Lo r- (1) q) � C V) C 0 0 t = Lr) LJLJ ta- X LL. U) V) L. %-- a) 0 C: .- > C: i5 0 _z W z U_ 0 V) W Q LD CL LLJ 00 Ni C:) O Q) > 4-) Q) Q) (2:1 4-) 0 0 0 Q) Q) Q) 0 11T, 4--) 0 F_ E V Z - DATE: 10/29/97 SCALE: n/a DESIGNED BY: GRO JOB NO. 2089 SHEET 4 OF Erosion and Sediment Control Suridaros 1. PMaiaawAl or temporary soil stabilization shall be applied to denuded areas within sever) days abler &A firah is reached on any portion of the sde. Temporary soil stabilization $Hall be applied iVWAn seven days to denuded areas that may not be at final grade lull will remain 4p11ftllM OW i"or then 30 day& Perttw stint at Mmition shall be applied to arras that are to be Lit f10 Mlb I & awry OM We rwr. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabiltzaition of all soil stocacpues on We as wall go borrow SOM arm sal kitantionsilly - -- - -- --- - — - 3 A permanent vegetatiire cover shall be esitabl+shed on denud" areas not otherwise pemtanently stabilized. termenent vegetation shall not be considered ealleNtished r a OF&M cover is achieved UwWK undomt, mature ortough to suntve WO ww ina►ba orowiMi, 4. Sedirrlent basins and raps. perimeter dikes. sediment Daei aM*a1pK Mh1gOM N trap sodlrneRt shah be constructed as a find ep in any la Itiwlhf� all/ f!w made funcuorial bef its t . , �_ - 5. Stabilization measure$ shall be applied tO owlh n structures finch as dams, ollW and diversions immerWtely gRer uistailabon. i 6.Sedwrient traps and seiiimetn Desires shall designed and cotWutaad based upon this teat drakwpe area to be "Vold by rho trap or a. The rrunimu I be 13A cubic ttaut�s Pat: �41- drainage area &t d Via 1reP shiall etwdm drairlapr leas titan three "M b.Surfaw runoffifrom dome" arsiljs that is comprised lot flow from drainage arwss greater than or *pal to three acres ehall be controlled qy a sediment basata The minwnum i capeally of a sect♦' nt basin snail bs !134 cubic yards pio sue of drainage ea oulfea system all, at a minimum, maintain the struQu I- NWIy of Ow basin mp a twertly-Me yNt ortn of 24-Hour durlatwn. Runoff tread In runoff abase-earslr-car ttwr►�r Utwe coAdmwona — eicpoalltM to eicia while the oedlnie* begin is Willi id. 7. Cut and fill slopes $hail be designed and �onstructed in a manner that well min►mije erosion. Sbpse that are found halloo orating exoesglWely within one yeariof pemanenl ataw 01111111111111 be provided with adWuolllal $Wage-1--i-hig ftwasuree until the QroDiem is S. Concentrated runoff tt+ihall not Row down clan or fill slopes uni* contained wathnian sd@WAM temporary or tlitNbf drawl structuraa 0. Whenever water Sol from a slope two, atdegaste drMM" or otter protect" 0" Its prow". 10. All storm sewer inlet$ that are made opelrable during construction shall be protoeted So 90 ttralsrt� tadNf Vig, cortvpyancs system wit" brat belrtg tiltarep or WlwNlrlss ttlsslsd ariMtwt. I I I I I .Before newly flalllMgagr fiance Cftanrisls r popes as ftnade adequate outlet and aaY rsquMed temporary or per m4rwnt chief" !fs instaW in both ale eyarios charw* amid receiving ct►afrAsl� 12. When worts in a live eratercourse Is perfc!mted. precautions am be taken to encroachment, control sediment transport and stabilize the work; area to the attttintt possible during construction. Nonerodible metenal shall be used±for the conaructiftj of causeways end colt --- n«>.rodible cover riatNOW 13.When a live watercoticse must be crosseh by cortstnuxion vehicles more than NAM in my six-month period, it temporary vehicular stream crossing CortstNcted al nOn WOdO� M NrW ahwW be provided. 14. All applicable federal. state and boat- in of ws�ffing we watercourses of o be m I — - ---- -- 15. The bed and banks df a wow course 0e akoka d Unfl�odisaely ofwr WWIL �n No waantowae is complailso.1 i I I 16. Underground utility I shall be uW&M# iR assrgf MW w4l tie tO* MWV at&1" In a6abon to other appUca�Mscrlone: a. No more than, to. Excavawd m�MW W W to 00l on th uptW we of "naiee. c. Effluent from �owatenng operatbins shall be filtered Cr passed through silt apfwvosl aedtrment trapping device, or both, and disc hafgad in a Otannor that daft not adlrMOV afla - Dowling warms Of off -sits praoarty. d. Material used'ir erosion and Potosi BUMW A tion. II a. Restabilxzatloii ahW to accompriehod in accordance With thaw regulatrolua. i tAppyc it" aaf�ty Mau"" De compiled with. 17. Where construction jerwo access routes intersect paved or public roads, provisions snail be mania b rtnuiirruze the trjwigpeNof enlYfMrit is transported "o a paved or road surface, ino road surface sham 68 dea al a wreittrliY at the end of,eodn day. Sediment shsm be removed from the roods by sh►ovOl or taw.tepArip OW to a sediment turjtrol disposal area. $treat washwp shall jDe aboMred Ohl ener sedlmerit is reirroved ►n this manr1er. Thisprovision sf iati apply toMWNidyai devei'vrrient lots as � as o larger Iaiip•dpitxDwng activities. I 1S.Ai itimporary erosion) and sedirrAN mseewoa shall ties removed within 3p days attar blW Sit � the local ram autliorgY• ppad setlir 9 no elowier.needed-unlosisab ome. --- rjo the disturbed soil (areas resulting livm the dispo ton of tori airary frwuires sham be pbmuinstis p to fr vvori► Nether ero►m and sedltnentation. I I 19. Properties% and waterways downstream *un developmeril s'tes tl1W be from aedt bid depceition, w#von and damage clue to intxssaes in vrtlseity pm* now rate of atorrtiwataflla er for Ow stated froclooncy Nam Of 2�dws1i0n In wo tt» tlolla•nrw Natriml; __ I __ _ _ I All vegetative, structural erosion, and sediment I control prac4ces will be constructed and rnsintauted according to (minimum standards and specifications ! of the Virginia Erosion and Sedij cntErosion�d Sedgy Control Handbook a#d Virginia VR 625 02-00 Erosion arid; Sediment Coiatrol KcIpiiations,_ 2 The contrti ctor will install thei silt fence, contruction 4ntrarice, a tempora sediment Lisp, let and inpro action for culverts s shown on the site plats prior to!or as a first step in ,Wearing. 3 Within set en days £ grads. the r contractor wjtll install permatatta seeding to ! disturbed areas. 4. The contractor will contact ttc plan approving i authority ono week pnor to corgmencement of �I disturbing al and out w prior to the final inspection.-- 5 The contactor is responsible for installation of $ply additiorial erosional control measuresnece to prevent osion and sedimentlation as detertun by the plan Approving authority! 6. A copy o� ( the-ito r erosand torah I ove3 --� control planlwill be maintained pn the site at aU times by thelcontractor i 7. The conn"�I ctor is responsible for drainage of all disturbed art as to sediment cozol measures at all 8 The coot —�-- times. i tl, ctor will inspect aril erosion control measures podically and after leach runoff producing ritrtf�all event. Any nbcessary repairs or i cleanup to nhainuun the effectivleness of the erosion control devilm will be made imlmediately. 730 - -7r S -7co a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those Ides where runoff is discharged Into a pope system, downsuwm tltab"Y analyses at the QW&V Of the pipe or pipe syNwm shall be perfonttfd. ID. Adequacy of all channels and pipes shall be verified in the fomoi ing marwier: 1) The applicant shall demonstrate that the total drainage area to pie poem of analysis within the channel is one hundred Unim greater thin tie Coatnow9 lQ -arawag,-at" of 'he pwilact in q-tistaicin- or a) Natural channels shall be zed by the use of Two-year storm to verify that ugrrtwater wtil not ov channel bankrl< nor cause eroercn of charcoal bed or banks: and b) All previously constructed mao-made channels ahjail be analyzed by ! the uN of a n-year storm to v tAwt atomtMioterIwW not menop sal tillanks and Norrtiweter not cause arool of thionnal bW or are --- i I ! e) Pipes and j lorm sewer systerjs shall be analyzed' by the use of a ilia{ year storm to verify that atomtwal or will be ooritarie� wows Ule p w or system. c.lf ex►stiog natural receiving Ichannels or pnovicHoy OWANVowd 0 M1i8 li W pipes are j* adequate. Ube aj'ipMcaru shag: 1 Improva the chant) 1 to a condition where a ten-year stortf wul not overtop bi t" and a two-yearr storm will not caw4 erosion to the c1Wr* bad or bttrilW Of 21 Improve the pipe or pipe system to a 40ndition where the Ww-year WAM a o0ritaine0 wdM the alppurtenanim; or o Develop Y �MILA� n0� �Ialural channel lot -- r" a two-year to increase when ff out into a I not cause the promdoiiewpmonI peak'nunott rate from biter► -year allotm to iricreaso when runllouftlis irMo a e channel; or 4) Provide a combination of channel improvement, stormwalier detention or od her mono ores which is 6"ac ory t0 U1s ptar►-atpprovinp algftortty to Prow" j groom! d. The applicant shall pnovidol evidence of permlaraion to make the wTW*vwniso& •. NI hyd(ologic analyses �I be based on the tang watershed G"ansolonswoe oft i th ulurnaite development Ot IM suDpct project. f. If the applicant chooses an ioplion that includes storriwater detention he shall oetM approval from the locality of 4 plan for maintena" of the detention IFacilltial The Om �aattei stoga the uainleaar►ge I I N> ! I I I I ! I A01 ! i EX . 3!0" PI f- E INV = 71o. • - ily � I I 'S W M A RE A* I I i P�_AN jV I EVE ! SGALE'. I I" s - for wonirtuig the mawgeoaribe. I ! ! g. Outtall Arom a detention fooifly shall be discharged to a receiving owinsc arm afial dissipatoo stag be placed at jthhe outfall of all detrntwn faciluias as r�e.ea.r MI a at" Uutsalon tram go fatilAy to the reo0jvWg channel. 1. Increased volumes of shoet!Rows that may cauito erosion or sedirtisros w an adjumo property shall be diverted to art stable outlet, adeg*e ch aine 1, pipe 4r pipe a)imem, orto a detention Iscility. ). In applying these stormwat runoff criteria, individual lots or parcels in a reskiwA A commeroli.l or Industrial devespopm nit shall not b+ considered to be tiepwote -- _-_develoomlerrt wo aa0s. Instead. the develont_,jas_a_wnole, ahall be coinsidersoto 100 single development protect. ydrn"11c: parametays that reflect the W*nate ow condition 0" be used in all ongilinearriN calatladons k. All mocoures used to "Opt properties and whltenways shall be "ployed In a married which mi rues Impacts physical. on cheirtic�rm and bioiogioal IrMuffs, jsgnty of hj streams and of wr walla of state. ! (EROSION AND &EMMENT REOUI AT VR 625.02-M) I �- --- 7 30 AT5P-U-IN E PFAzW L L E " C tt SI' V erzT, I PPZ-P G RA D E ! I II wi �-Pv ZI I o ! vid till Zm j w = i III I d jj ( ! P I co I dig i � o i -7-2- s 7z5 P�D 7Zo j � j 715 J W zlin'- g" V Q I dW� aF > J W> ! ! ? ! 710 r4 hu xA ' '-C Z X i u 72o I ! I I ! i I I i 1 715 I -' IooYR . -71 }STor�-M = Z ' 6(0 II IR�P -712ZS I 71l--- ! ! 9VEP-PIG Ie," AN4P FI�L ! WITH + STi-t-lE ! ! ! dos I 1 3 1 j KA Ate; I F-_A t I ! WATE' LINE FPzoF(L_e Ve0-T. _-- IEX. GRAD ADE ! PP-oP. G ! i !I 71S v ! 710 ! _J - Z 0L ku NI ZI W Ill z i ! W - ---- --- I L tP a�1 rL a +Q + Q ! [ +-rao N mJ-1\ a- ! U+ Qo G Fl-A D WA7Et-2-LINE pP4oFrL-E II A " F. F. = 7z0 00 S I � ! I I I I Ex. 3,&" P GrU N DER MAP -GEL_ I DP -I V E laxI ��' I —I 710.E O� ! ! I I ! '::�IoW N� I 40at JGF -etT E Wel(z- DEtA ( L 1 I I,SGAI-e'. !li,_ Zi ! WA T E FL I._ LN 56A L- E . I " = So H ol=Z. . V E 12T . 11. 19 EX. GI-AF,> %Ic-7) - - - - PIzoP. G PE / 71+ � W %off Z ZL"PVC _ � xJ 3 N W Z u d N ! Wil7E I I I II II I I BVE HIZEEN to �) HIGH 0 PP-0 F F-e4x ( ! i j --j ! ! ' oPoSE BE R- A L- V N G TA ri V- E F-- P-oA D j , I ! I ! cast iron cleajiout cap with brOss plug ! I I I ! ! ! I having a coiOntersunk square head ! (I I ! ! ! ! I Panella Model PA4SV-CSIK (4") ! I Ex. ! Panella Model PA6SV-CSC (6' Fr t� ! ! 'square concretA skid pad ! " " 20x 20x 1r i ' ! ! ! )aggregate bat>ti>: ! I j ( depth 3") to ?? I I ! ? ? I ! TA� WK E Iz R)OA DCkkvw ! i pipe ell , )-- N ! ! SDR 21 sanitary sewer majkn ! j ! .I• J•J tN•t hJ•J• J J• !•t•I J•J• l' J J• !•1 •J .J• � -_ I I ' %C�-- --- -- - ---- - _ 8 - 5 8 ' - Ex . ' —. -- a—_ ! I I I W ao4 bedding ! ! ! li ! i IZ Pv� I o 6 S -----4-- ! I I ;X. I i I f �_ !u� I 1 _ I i TE : Where le h of service tat cal to exceeds 5' __. _ _- ____._ _ _d_ _ _ ;- -- j I a cleanoutt Assembly shall furnished at t -� ! I property line. r�. 8 ► i I 1 l I g I I s e7AN I-TAiLY 5e tweF- P�FII.E C GoN'►.) (EXISTING Si,-fEM AS PPVIDED PY FGSA ) SEWER CLEANOUT Figure 17 i `J t t o.'= �rn _ J _�' o I r4 .r� = f in i > n N I z � oat W (D to a� X a i i rn tit cn T, c a1*4 a o w c%, L ( t i ! i I I I I�I I ICI i ivl�lZII 01 IL0 W I -' I inl iZ w-�Zj�l�l<i � (Qfw,�i�1LL I i t i l l l i Ia,dILOI�I�! Wll���i�l�' 1 i i O QU i Of z� ME 1 i j _- f� O Q 0 j co + U W -i " 1 i i IzEVISEP: IZ- 11-�7 i DATE: 10 /29 /97 SCALE. n/a � Si1ow rT i DESIGNED BY: GRO IQR NO. 2089 SHEET S OF 6 CT) cc M m CD m OJ CD a ch rn m 0 R CD 3- 0 Fzd9AD E3U FFEP-- 504 ' {�oA D F f3flN TA G E 3 TREES P E fz 10 ' = 151. Z TF=E E S EcJ I t2 +✓ I� r-� IS2 TIZEEs PF'fl�lluC(� I ( OAKCREST BUILDERS, INC_ USE WHITE PINES I I FRED L• GLAIZE, I I I ! _ 4 JA580, INC. 5HOUI✓D BE- I I -THE SOUTHER-�hl --------� EDGE OF BUFFER_) / ----- ---------�-- =-- --�/ - - - - - - - - - - - ---- vA. ROUTE 642 vDC.T PROJECT O642-034-215, 1501 50, R/W s - s - - - - - - - 410 f" I \ ( O I i - - - - - - - c e 5T I,zls yd PI>ov. I � J'�- t 00 I VA. ROUTE ro42 - TASIGER RD W F--1 i — I I 1 w Llr'14C/ n C� IL1 /_ kI i-,T= PpflP05ED HEDGE AND 7P-EES WILL NOT E3E PLANTED IN -THE M AR -EA. - A. f. �. � .,�_ tea— --7c— -�- — -� — -- — -� --• — — ,., . �., — - ---_--- _._ ......�.r... _. . - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - I 3 y R,E G2 PROPr�� lP PIzoP. DRAINAGE \ Pf�oPoSEt� I:i(SEME NT 121P- 12-AI� y \ Seedintt Schedule \ ( per section 3.32 ) i. "Topsoil will be spread at a minimum depth of 4". \ 2. Pulverized agricultural limestone will be incorporated into the soil \ at a of 92 lbs per 1000 sf ( 2 tons per acre). 3 Fertilize with 10-10-10 at a rate of 23 lbs r 1000 f ( 1000 lbs I , ft6 I A G ED = _ _ 1 rN G �i P- ► -A P PI2�P. EA �. t I wA ,Qt tom! D riEM PhoPoyED tall 11-171NG GC�-.A DIN G t Pm L� A Q z W" WRIG- 4T'S RUN L.P. \ o LOT 5 \ � \ PO o �� ♦ \ Re O • EVER -FEN R1 w 5G�E N I N G D C3 Havx I H sP D APAP-T1 -Tf-,4N�i. Pf1b S`7H S T© A1--) z" M ETP� O \ ` / rvc G y \ / GA-5i P� METEIz w � \ , T 3 sTH�TroN -- 3. Sri ca ors x 13�f- yc • �a�r� \ E N TIZA N G� H WAS H \ 51 !o ei 3 _ MzE cz, P. LOT lA WRIG�I IT'S RUN L.P. SwM A A ` ♦ �\ #� 3 �1NfVi 8.103�o ACRES �� -- I Lbf✓5 oT INTER-FER-E �- C .,-WITH APGE c_ DP -I V F 4 x LOT 2 JOUAN, INC_ 20 �55g ACRES t- . acre). � s Pam' 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsfied asphalt applied at a rate of 200 gallons per acre. Ep-v510N - �7Er71MEN7 GoNTR-oI— LEGE (mil I� I P PR�PoSEp I N LE-T PPo-Tt✓�T1�N OPR,oPoSC-D oL1TLET pp-�TEGT1oN �iF PRoF�SEp SILT F ENGE 5T Ftz0PoSED SEDIMEN7 TRAP ED E N -TI2A N G E LANDrrGAPING GAt.-GULA710N5 F-EG?UlFt-Er-> Pi LOV[ICEC� TfZEEPER- 10 'SPA GES C 614iPflGEci = 6. I 7 I TFLE-E PEfi 40' PERIMETEFR(�v 125o'/ +0 _ 31.ZS 32 ToTAf_ Tres 3-7. 35 3� C� z i 00 Z N � N I _ N 00 (V L C 'o Q0 w C) � o N C\1 L0 co Z � W o �t- w a Ln w 0a� x � `n F- � O> (n W L L N 0 -0 C � L c C D o w (/) L, w I— J Q ^ 4 > Q"O >w CL O Q_ i� �a_ Q IZ 0 CY Q :D �O o �,�� O � O LLJ < owQQ JI—>p > oC O z z:�� Q O Q w Q CE O Q z Iw-�cnw z �n<tvr r�0 � z Z LU W " IL Q W z Z Z Q 11J Z Z _j J Q W a- u � 1I� RL d � � N OPFz:;1PoSED i2ED 5UP ( 15 To TAL-) J OPPC>Po5ED P--ED MAPLE 14 `(oTAI-) J QD PPr>Po5ED WHITE DOG -Woo( C Io joTAl_-) CAl_LTI2-iEFl;5; 7oae MIN. Z -Z'/z GALIPEC� AT TirAEOF PLANT(NG) E=P RnPH E pG E - USE Sox W oov 5, 62F-LITTLE LEAP - 3' HIGH AT TIME of o Q) PLANTING o)n 5l-(RUgs 7oTA(_ (-t'APAR T) V � � U (ciEE ROAD EFFIGIENG ( RUFFEf2 GALGULATIc'Nci AT 7oP of 1�7HEF_T AND DUMF 5,7EFz PA6-Tod- W N > AREA Fcfz- ADD171oNAL LA► P5GAPING TH(e/1:5HEET 70 O�E N � � Z � a.� � � P � Q o aIz � A► hl P — _o � � .� v N G A H 4-) Q) �IAHP D I KA E N T 4� 2 0 W 7 Fze> w�T, -� 2 O _ . Z � LLI,,r � ��� J CZEVI9ED•. 12-t1-�7 x ni ((V DATE: 10/29/97 DESIGNED BY: MDS/J F11-C- #- JOBo8NO. 2089 SHEET (o OF (� a GENERAL NOTES VD0T CENERAL NOTES LEGEND VICINITY MAP � EXISTING INTERMEDIATE CONTOUR 33 To SCALE 1" 2000' o 0n 1. of the improvements herein shall conform to the current Methods and materials used m the constructionp V1.. All work on this project shall conform to the latest editions of the Virginia -De ortment of P J 9 - P EXISTING INDEX CONTOUR �� . n o- °°�° 330 N �+ Count construction standards and specifications and/or current VDOT standards and specifications. Y P / Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion " �-� N CN 1,00 °' 0 N and Sediment Control Regulations and any other state, federal, or local regulations P PROPOSED CONTOUR 40 (00 0 cLn a'� 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a licable. In the event of conflict between an of these standards s ecifi.cations or PP Y P EXISTING EDGE OF PAVEMENT �_ EX E/P - w- -T O -B, L must be provided prior to issuance of the site development permit. The approval of these plans in , no way in the Virginia Siltation Erosion plans, the most stringent shall govern. P g g PROP E/P RoYq �-- o N _ > relieves the developer or his agent of the responsibilities contained and PROPOSED EDGE:OF PAVEMENT F izotA � 'b Control Handbook. V2. All construction shall comply with. the latest U.S. Department of Labor Occu - otlonal P :: wp N - mEX C&GY- - EXISTING CURB AND GUTTER .. p -µ ^W r� E -0 a; a: � o 0 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P Safety & Health Administration and VOSH Rules & Regulations. PROP C&G s � � �� - a, (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER ATE s z 2 c Q) X 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working, on- VDOT right-of-way, all traffic control, whether permanent or temporary, be in the of V T' CG-6 ` CG-6R p" Q' �°� `� -S -6 shall accordance with current edition r r protection manual. e o DO s work area p otect on a ual TRANSITION FROM CG' 6 TO CG 6R _ - - - - � �� __ M __ - �` - = __ __ __ . _ ...._ - - = -- TADPoL E oC-DRTE. ���� a' required under State. law. q � Furthermore, all traffic control flaggers must be certified in accordance with VDOT s EXISTING, TELEPHONE LINE __: �__.-..:-_._. _ _..____w.__._... _.____...__.._____ �4L LANE 0 _ Ms�cE�oN+a V-6 y L L_ 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. CHUPLCH '<P SAN t�o`4oa2 E a 0 C with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T '• (VDOT) to 'determine if and where guard rail and/of paved ditches will be needed.. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may 9 9 g, Y ' Y - _. EX. 15° RCP A. � responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary b VD'OT. I g Y Y EXISTING STORM SEWER -- = - ----- -- -•-- - - -------- PROP. ---- - ---- Ege7-r�ATe .t� . /� tit= . w 0 � : 0 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15" RCP -� To WHITEoA+-' FP. Fr�oN� ho�(AL � V5. Prior to initiation of work, Contractor shall be responsible for acggiring all necessary VDOT PROPOSED STORM SEWER - ATE• 63io 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. - representative of the developer must be available at all times. EXISTING SANITARY SEWER - - --- `-------'-- T PROJECT INFORMATION 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a precbnstruction conference must be PROPOSED SANITARY SEWER IU N Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE---------------------.�---•-.---.•---.__._.___.._._..__._ County agencies, utility companies and VDOT prior to initiation of work_ contractor, various Coun LOT SHOWN LoT I- Q z 8. All unsuitable material shall be removed from the construction Limits of the roadwa before Y placing PROPOSED ELECTRIC SERVICE P GE d- embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for STREET ADDRESS: EA STGA 7 E GoMMERGE N-f C Cam- Z V ILI- 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined' length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE -- - -- -- -- *� -- --- - - - - - 0 - w Q nL than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE G MAGISTERIAL DISTRICT SHA wW E E f f A v Z V w - _ The Contractor be for the from the PARCEL IDENTIFICATION N0. 7�- 10. Al.l roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits Indicated P V8. will responsible maintaining adequate access to project PROPERTY LINE - - LOT AREA (�. I�Fz� AGR•E S l-oT 4� W7Z w z on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance z w_ in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE _ - _�_ _ . DISTURBED AREA t13.5 ACF-ES I - Z N 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected b this project shall be maintained P P Y P l _� CURRENT ZONING MI � z Q - be minimum 6 diameter and conform to VDOT standard SB-1. through construction. FENCELINE -- - -- --x--- -- -- -- Q - _1: N • 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE CURRENT USE VACANT PROPOSED USE MAI,IUFAGTUP-IN6- iL w rL one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during q 9 9 u3 u� and at the end of .construction. EXISTING TELEPHONE POLE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to , SETBACKS - BUILDING: Req d Prov'd PARKING: FROM ROAD R/W: 2E' r enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take P P Y Y V10. Ail water and sewer lines within existing or proposed VDOT right-of-way are to have---- EXISTING WATERLINE W/ TEE -- -- ,- Rt 642: 15 145 FROM PROPERTY LINE: 5' W whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w =Ji w MAI2GEL DR: 75 l6ro' Q condition at all times. SIDES: 25' Va _ N 14. � Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT Lia < sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall. cease in that sheets, and connections to existing lines. vicinity until adequate di b iVDOT. y unan aquadesign can be determined Y the engineer and approved b Y EXISTING WATER VALVE -= -----s -- --'h' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved b VDOT Inspector P PP Y P PROPOSED WATER METER m BUILDING HEIGHT: 31' standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority. P Y / Y Y• prior to placement of fill. EXISTING REDUCER -.-.---------.-.--.--. -..----a-;-.-.---.------.. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER w SIGNS: To MEET Got,lNT,( GoC�>E 165 - 30 . contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed STOP SIGN _ prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing. be compacted in 6" lifts to 95% of theoretical maximum density as determined b P - Y y AASHTO T 99 Method A, within or minus 2% of optimum moisture for the full width = OUTDOOR LIGHTING: tI.G+NG t.�ire...iN'7•E� AND Pol--E l-IGHTING �iEE bU utility verification and the proposed construction. plus HANDICAP RAMP (CG-12) M �r of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF°STD VDOT � 17. , v I r will responsible f r an dam e o' the existing • • The de e ope be o y damage t e e st g streets and utilities which occurs as a qualified • performed by a qualified independent agency shall be conducted as required m the VDOT CG-12 AND/OR. JURISDICTIONAL STANDARD AMP CONSTRUCTION OUTDOOR STORAGE: N�tNE PP�PosED result of his construction project within or contiguous to the existing right-of-way. P 1 9 g 9 Y• Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to 9 P copy final VDOT PACATEST A12 '. ' 18. When grading is proposed within easements of utilities, letters of permission. from all involved companies approval. E NUMBER INDICATES THE NUMBER. OF TYPICAL PARKING SPACES PRpFFEP-5 SEC- 5t-IEET 2 0IF G) must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans a TEST IPIT LOCATION ' permits. and further where determined necessary by VDOT Inspector. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his The relocation should be done prior to construction. project. P V1 5. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H /C F.A.R. CALCULATIONS PARKING CALCULATIONS R' w VDOT minimum design and is the developers responsibility. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected shall ,meet standards -71, Z1�P �•F/3. 60 AG. = G. 9 S USE PATto t� Er�'b. P� VtDED � `k in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local •VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 I . o NAAX I ice•€ 4,..1 M� '. W v 21. engineer miust be notified immediately. The contractor is to verify field conditions prior to and during construction and notify Greenwoy Engineering any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. PROPOSED BUILDING ENTRANCE „ ®FFIGE 10Flo 15;F• I>�¢ -o A. Z�S.F €a4 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prioracceptance b VDOT of an r o to y y streets, any required street signage and/or pavement EXISTING STREET LIGHT �J, 0�1ii71NG'SpAGE GA(_ �6 LATWN 5 WAF-EHir_1U5E®® �+ � 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer .or, at VDOT's discretion, by VDOT on an account receivable basis. !� proctor AASHTO-T99, ASTM-D698 or VTM-1 as applicable. Densit shall be certified b a registered P � PP Y Y 9 professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED STREET NAME SIGN + I SPA:GE Ptt2- �-o, o� 5�z • f�T T®TA t_ SPAG E S �-c� � I Zlo?, FT = �}o, o00 = U) � E_ � lLl ® W report has ben it should supersede the requirements in this note_ PROPOSED SANITARY LATERAL CLEANOUT % I, ,1.7 geotechnical prepared, D TRIP GENERA TION DATA SANITARY MANHOLE INDENTIFIER a I.7 oR Z SPfkG ra P t •'D . HA N PICA P P E D S PA G E 5 �J �7 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating �4 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 6 O 11�9AG PflVIDEh P �I _ - PLEA • D. � y W E- Q Z CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. -7 15o WA►2EHoc15E 3. 7. S -71 EASEMENT LINE --------------- VAN ,�GGESSI (_E 5E'fAGES F't�JIDEI� GEN - OFF+"G•E 135 <,-,IFT. I PEP— FT. 11!)8. a& F4 Water/Sewer: Frederick County Sanitation Authority CENTERLINE - P.O. Box 1877 ENVIRONMENTAL FEATURES Winchester, VA. 22604 To'T'Al_ Z7&.-7 EXISTING SPOT ELEVATION 12.0 EXISTING (540) 868-1061 PROPOSED SPOT ELEVATION + 715 3 FEATURE ACREAGE Phone: Bell -Atlantic EXISTING TREE DRIP LINE ���--...u,�-- - °- -^ -f - u`Y, FLOODPLAINS 0 LAKES & PONDS 0 P.O. Box 1739$ Baltimore, MD 21297 {' ��,r ,- WETLANDS >1 AC 0 FCSA CONSTRUCTION NOTES (301) 954-6282 EXISTING TREE '�+4 15" OAK 15" PINE SINKHOLES MISS UTILITY 1-800-257-7777 Power: Allegheny Power 00 NATURAL S.W.l P.O. Box 1458 8 PROPOSED TREE DETENTION AREAS shown, Hagerstown, 21741 1. Water and sewer lines are to be constructed' in accordance with these plans. The lines STEEP SLOPES 0 1-80 3317 ) shall additionally meet all requirements of the Frederick County Sanitation Authority. >15% WOODLANDS 0 Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. P.O. Box 2400 Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to b':e coordinated with the AI IL�T CO �F�b 11� SHEET Jl; (540) 869-1111 Authority's inspector. Project Name: r 4. Water laterals that cross the street shall be in PVC pipe. The pipe shah be 2-inch diameter SDR21 or Schedule 40. It shall run 2 feet beyond the near side and far side 5FECIALMAD 1������y. �- �`�� sidewalk. 5. The Sanitation Authority maintenance department is responsible for the installation of Owner: Address, Including Zip Code & T hone water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to MARK D. SMITH 3140 VaIIeq Avenu Mitch Ornbarff Winchester, VA 22 the final grade of the lot; 3) the distance between the top of the cover and the yoke bar (540) 542-6261 between 18 and 21 inches; and 4) all components of the meter box assembly .to be in proper working order. It is the developer's/conctractr's responsibility to have the meter "a No.022837 ,� W p� fl ' (J - Developer: Address, Including Zip Code & Telephon box assemblyinstalled' correct) y s�IONAL 13 South Loudoun Streist SHEET INDEX Design Concepts Wier- 22601 6. The Sanitation Authority shall install all water and sewer services that connect to existing �22r,V �A lines: The location of the tap and the termination point of the lateral .are to be coordinated with the Authority's assistant engineer. An applicaton for services must be Engineer (Certifying Plan; Address, Including Zip Code &Telephone No. made and fees paid. 151 Windy Hill Lane Go lEtz ciHFET SHEET I of d Greenway Engineering Winchester, VA 22r 7. The Sanitation Authority shall tap all existing water -lines. They will furnish the materials (540) 662-465 for and make the to The contractor must make application for and a the cost of P PP pay )='F- A N" �iI-1 E !✓ T Z.o F (o PROFESSIONAL SEAL & SIGNATURE - this work.. APPROVAL DATE: 10 / 29 / 97 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole_ g P _LAN At-4 FP -OF t_E5 - SHEETT 3 DP (6 THESE PLANS' ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND SCALE: n/a 9. A double check valve backflow prevention assembly is to be installed on any Fine (fire or domestic) that goes into a"building. The assembly is to 1015 meet ASSE Standard No. PRvFR_ES ANC DETAIL-5 SHEET A-oF (b ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL ,BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO . ( �S DESIGNED BY: or 1013. If the assembly is mounted inside a building; a remote readout is required. (p1�Fi L_ E5 AND D`ETA;II.5 SHEET S OF (o CONSTRUCTION. ZoN IN G ADMIN 15ThAT4>P- DA E MDS/JGB * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB N0. 2089 L.ANfP5GA.PcNG - E:P•051oN sAMP e7HF_E7 6 of 6> SHEET 1 0F � ° SEDiAiiEN T GON'Tizoc_ • * F.C.S.A. APPROVAL VALID FOR 2 TWO YEARS FROM DATE OF APPROVAL ( ) 0AK6REST BUILE)f Fe,, INC. FRED L.GLAI E, HI EAST6 ATE Me F? GENTEF _ 4 JA550, PC. _, T ►..I .-76- A- TM' -i6-A-48A, zoN E - Z ZONED /R-A,' f � U5E y' AGRI,CULTUR4L I I u G ""`fir"" \\\ \ r-- ' -----� / ti 'j I I ILL .za5 �, t / i• / 1 4 „-� e �'�ti. Y Ert — — — — — — — — — ,,,,'t __ ___.. T .. _ - __— - -•-. -----_ -� -. - __ . _.__ _UJ — — ---�- — �-'-- --..._ --� `r , — — — — -- — — — —,�•— — — — — -^''� — — —�.� — — t— — — — — — — — — — — — — — — --L — — — —,z- — — — — — 'r -f `` '�-- — — — — — — — — — — — — — — --r,— — — — — — — y loop Al- I-t — _ VA. ROUTE II - TASKER RD�- VA. ROUTE 642 , ? 17-"x (o" TAP SEE �E1zM t: GU Ve $a_r # 6 VD T PROJECT 0642-034-21a,M501 c , „ Fes- POA D E F F' IG (E N G - I M. H • 80'R/lU S-7& 3 33 E eY F.G.S.A. PETAIL-SHt_ET q of l f r „ - EX. IZ" WA715P- MAtN i �i__ - W { - - - - __ B _ _ — Z i -_... .-. f � .-•- � �- ®� «:.e0-, 1R — u) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j}. - iEx FW J EX.SToPCifGN „' - E (�iEFDETAiL- SHEET 5 Foiz PEP+A £-Ct l: PCAi�TtNG� '= .- o ' -' 716 Il`�V ° s� . 75 MH 7 4 717- Ito < s i 1 1 1 r i Z o� I�Gh-Es�f 5�.11t.DCR , ING. ., : , I � o ....� . , .... ; Pl� 1 I , D t I— s ---- 01 It, I< - INV. = 0 5 .se 4 J A Bo N DRAIN ACs ti5i1" F�PflP. Zo t.' �t �0' i -1. - 7 t A � W E j(s � 1'1 It= . I L 1 hl E C T. r Q \ �JV4t!M — S �4 A � � � —::.- :.....�..----•.=' '---,•w• ' ..._._.. .w..-.. •-...=.-..._._._ - _ _.._. __, ,,gym-.._ ZONED: �-- .•...., ._ t I 1 Zo' SA 4 USE AG—(ZI�rJLTc_lI� A *P �• r� P_ I `� N PPvP.bPAIr`14GE W M I d wL.' .. I { r `� .'.' ' .' ' .' ''.' ':' .:' . .:': y r o Dtz%titd PPaP. ,�...:...'•. ' ..'-..:...:• 1 SE WE �iM T. EAEMENT =' �. - - - -, _ I Af�EA -713. — F.H. CM476_712- I:' r to VDOT per E r Center's Master Development Plan �� �1 N I P offers' p astgate Commerce Ce e p E!� E f r i � Bra-(-•A!'-D 5 � 7 r � f r'.' Q I!S .®.d + L'A traffic signal at the intersection of ,Tasker Road and Front Royal Pike (US Route 5`� ''ire. ' o Z + �F�. 7 6 �Ig _ a \�1�� p I ; 71 522) and the extension of the left turn lane from northbound Front Royal Pike west onto / I �- l� Pv� Rtz A1N . f °Ir t Tasker Road will be constructed by Hudson & Associates within nine months of an official i.✓. - 715. Z +717 Q 11- - ' I i m ;1 1 1 2' cu R0 F 250' RooF �F \ ` I notification by VDOT / 1 ' X x; ENWG P$2AW DP-AIN DRAIN I m; �' l N v : i S. INv. = 7l 3. 5 N I \ I 2 Additional right-of-way for the construction of turn lanes and/or travel lanes along i rn P. N'.: Tasker Road will be provided b) the undersigned to VDOT at subdivision stage LIGHT NJ l', j g5t�r'-r N -fYP. F +15 7y 5 r +' �ft� 3. A traffic impact study will be conducted using VDOT procedures for each site I II E f f development use proposed within the Eastgate Commerce Center at the time of site plan reie�w Improvements to Tasker Road will be constructed by Hudson & Associates as 4 t 1 required b VDOT regulations for the predicted traffic impacts based upon the specific proposed use "< : �' ' , 5• rz (�J � � I ,�.. �t f .� I LIGH71NG rrT`(P. CR r`nr- d- � '® rd ° ztso 1C> SC C DE -[AIL` Proposed BU11�11ng C Pf2oP. �/DnT -11,210 sf grpss ,.. • . t}- / -iTD. ciToP �iiCSN = - I Q U' FF=72�.7o Cl- PPvPoSED FUTuP-E LGH-TANG No-T� -�S I a = �UIL_DtNG PAD a - Bldg .Ft# 31 of l`Ti�of�- LI G l N G { HT SHA �1. PEE APF?, N GED 7 %18 1�ro�osed (�sa'. Mtahu�ta�furl �9 Tn bEF(.EGT A WAY FP•c>M AP JoININ G � i \ 17. _ 17z�i + 71�.- - PP•ePEPz•TIES AND PU5LIG STRBETS. SaJR�-e5 x \ i - (� PPbP. H.G. r�tGN LOT 4 I + OF LIGHT ON A 1,0T *HA L F3t✓ �-{t�DED �" 1 + 7zo - +. 71 el OR GoN'iPr�I.LE ID To P R•E V ENT G 4A R-15 �� \ . • � � 7Zv #..•:.' `� UJRIC�HT'S RUN L.P. .0 UJRICxHT'S RUN L.P. BEYoKD `�HEF I-cT (,I N E , LOT 5 {257 -A MP2 _ f r'r�P H C- SIGW , �,�� GG-II ENTF-AtiIGE � '+• ��:.' G�.�.•rs�7i•• VDOT NOTE5: - ys \ � t Imo. Ga►•.tPAGTO, PP P. I'jz` WATEP- Roes PROP PAD f 4 ],ANY TREES WITHIN 15' OF THE �p \ ;; ;, 7i� ►v(ETE ih� pp,glN �iIAME`iE A(.lMP-.,TE 'e G VDOT R,O,W, MAY BE 5U5JECT `"�' �N Z \, s ,t /* @ ..: .� 5 tz` a1° z" r.,+cTer2-P�o� �NN_Ti _ TO TRIMMING. � � ' "`` b .�� + GATE F POP -71a Pt�t'• ENGLoSt 1P t p S . �` \ S s 'Z , G VALVE 6 t, EG . Alot� N D PAD 2 0' x Z 715. 2. LOCATION OF GCx-12 RAMPS WILL e' ;` @ N 6.; 5'►- Xlk bP N TnAN5. PAD RAF Q \ : S. �G DFLA I N S EE D ETA i L_ - 5,H T. `• INv = 714.45 l BE VERIFIED BY THE VDOT S� \ .4 + 10" PvG t FIELD INSPECTOR. \ ` : t a t� 1 e r �0 15o c, o _ o rp-oP �,x 3. ENTRANCE& WILL BE BUILT TO S �y ♦ _ coNc. APPP�AGH 2 O \ tir o,Q, Itti fz.' THE VDOT CCz - I I STANDARDS. C�` \�., r �, / Z�' + ?o,; �/I I� -' 6 FzX?'? . 716, s 4 12" WIDE STFIlP CF 2-1-F3 \`; \ ♦, PFoR GG-1� HO. p-AMPs '� � tQ S. 6. �_ pRaf'' • 7t6 $f1SE STONE Tcj BE. INSTA L(,ED � � ,ems �' ° RMe/ Pi P F. i GA 4' LOCA Tl ON `ro P>E s r / PROP. h i P ' cP 8" THIGK ,4L-oNG ALL CvEF-�F•iED �Y�/ra�T \. `"; , f 5 F.Fi'i'� `' ;�/ \�'f% l., �; TEVAQ' �' GAT`[= VAt.VE '. Ph�PoSED E P 'S . FfEt,D.INSPGo � Cam!_ f_-Ar--r, 5 PR•oP. TEMPoRAR-'� `° � '`\ \ 5 _ .-' '� =< � `•., c, •• _ . `_ I5� -�, �� ���!z5R . t? DP -Al NA � M ' ~- t S _ N � ,.s` Ilk i ri 1 is % X wAT�R= ';�' • LOT 1A _ \� `. 7i� �ro t :' tLA�E AMP PtzoP EMPoIZAR\( f \ >� �,`. �t.lRN- F�JUi-1 I TUP-N - A- C�UND lURlC�NT'S RUN L.F.zo 5'ro ki' +M(T -�o 13e Q` 1 v _ W M F-SM -T TAPER > S _ �/AGA'rE :':..' .: I'S. f I �'�- A r'1~ A — I 7C> W 03ro ACRES \, �\ T T,M. 7�-A-53C J — _ _ EXISTING 715 `'ijrc �6s 2e �,. • . ,-�," — — — — — — 71'Ir • ( (_oTs �{- !: S� T � � w, DB 8�2 PCB 545 `� >' '• 718 - �s ♦ - IZ' I � 5 ZONED - M-1 �` y � N � zZ g. 6 Nv. - o� — f I N it-z- IN. USE VACANT -� 2� > -721 o* -714 - e •..,„ ✓„pp,oP. — — — — — — 7rd - - N 47 t, lA/ �10 7y GG -11 EN7RANGE4 '•� - \ 7 Pg P' Z„ 2 �s - - '` PPoP.I 1 F:FLcl P. of oiNT 12' v P Vd PfC� _ RAN 1= ? i;� EL a __ _... A'� ' _ IC.tNG ENT G FT CG Iron -_7 Pv� PIPE . ,, FUTURE R/UJ - Lois �y G. P-5 \ - 1= 1 V. - :'ks' ,.oGAT141N o BE .- V'F Fl INSPEGToR S 'r'✓T I WIL I 1Z"X e ., � "TEE • GLa f2-V E PA 7 A I ` N o, RA DI U,5;s A P-e_- D e L_.-iA -i'A N G E N T G Hy (�-D '� ,eQ �Z S S o , _„- '- ,� -•� _ -� . S 00 0 DONALD RA1NvILLE 1 i I 10_00 ACRE5 Z' Z 3' l°„ E / 1 LOT 2 ��4^w T.M, I6 -A-53A a4.04' ! `\ - , ' � w`-` I : DB 5�2, P �' C 1385 INC. _ o I o" Be' �' 13' ("E USEN VACANT 20.1559 ACRES ' S . 74 S 4- 3 Z . S `� `fi - _ - a T.M. o-;A-535 5 74' -___ .� - DB 5i2, Prq 545 I ZONED . M-1 1 USE - MANUFACTURING Cd 7 W w 0 rn 00 Z N �t- 1 U � a 00 � N Z W c -- ) c° rn L � 1 Q = `n r a� 1ll 1 Z a (0 o0 �� ate' ,L_`', X tz C D < n rn 1n to - c L L (1) O 1\111va C > c o w cn 0 w ~ J Q ^ Q L-Li > O L` 0 O a- 1n�O Q [If aJo a EL ,l O -o>LLJ J Q > U z O z:Ea- lr o QOQ1� Q a- � U) QOf �� w Z_ _ z (nQU}- LLJ N W FN- J` K Q N w Z W Z LU W \F- twu W \� 7 Z Z ? Q N Z v z � fl V N �� � U' >Z iL Q E) cP 7N N -,z KN tv -_ cn 00 a No , z, Q z �� i 07a PR�� Q) N N U U ^ 0 Q0 a •o ° � U � U� � co �, U �--� Y) 411 7� Z U1 N " � 1 0 REVISED•. IZ-II-CD- DATE: 10/29/97 SCALE: 1 " = 50' DESIGNED BY: MDS/ JOB NO, 2089 SHEET 2 OF 6 I-, CT) v o-i of 0 CD n, U O a.) 73 cn co 0 C\, LD 0 u 1 '41 / p�- ------ - - ---- -- ——--- --------------------------— — — — — — — — — — — — — — — — — — — -- kA I / v� w- YJ � •rJ / � oe J v Ex. 12" WATP_P--MAIN w r- —4 _ -- - S PROP MI -I # S - - ( J Ex. -9TJ 13 - e L-1 T17 W q r a U 8 4- 0 Q — — J F2P-oP. Zo' SA N . M. H. amt-1 Tt�NGH SEwE.12- G SM'T. PEt�I- TRENC_+4 Gt�(tiIG GNG. Pp�P. 110 N �o o ^° n ^0 Ion oX Zo9 'joz 1 l� Re:�; F PRoo f o 5 D d5A N l 7A F-r7 E v`! tZ `iGA l-C- . I = 50' H IzZ . -73o 1- 0 7 Z 72 7Z6 -7 Zo (� r� p �. -7 2-o -- - rz4 zo ,°�� -715 F120P. ADI= Z ? I- 715 -- \ Z z EX. GP -APE fp 710 — - - 710 - - ---- ----- MAINTAIN ---- 3' ---- --- ---- ---- ---- ---- -------------- -------- --- _ 7oS vo - g , - - - _ 7oS -------- —_ 7� �7s Flo \ 700 P �}� _ 8 „ o. �75fl10 d � = Lipp `g PVG ll1 „ h -. Mgr, 6g5 m 7t-co 1 o+do i.V - o• Z LWJ a W 00 Z N N N 00 O N N z � - w a,cm �0) J � O I _> IN Q = Ln r__ va) I Z c oa W :3: X_ L �x C� `" FLL. U L L 14�r N O O T OQ) L o w cn 0 W ~ Q J ^ Q > Q `. O LLU0a- ��0� Q ly- OfCD O ,� a > O O LLJ J LLJ Q Q JF—> p Q Q O cn > 0 _ Z a- O LL Q Q LL 0 Q > Q a-�Q� 0 z fw��w Z (nQU� NN * �` O ~ Q V\ Q Z � Z u� 0 IL v W � � Q =v Q� d� w Q � � � = N cn 00 x a N O a� 0 N O U � U 4--) °) o �1 0 N _ O 12EVISED � IZ- 11-�-7 DATE: 10/29/97 SCALE: 1" = 50'(V-LAN DESIGNED BY: MDS/JG JOB NO. 2089 SHEET 3 OF (o rn rn 0 of 0 m c\j U O rs w CD U m 0 3 0 U ,fi,rr� r, ;• � 1 r :,_ Owl f s16• Rl ., r• �r�r ►a ��� ��ll+lire,?. '�`.�1�1]�e1i� •%• , tTr� G, r , 1 ' • 1,� i •: BEN, •'d ,-IPR tt:=•tsi•ewwwrR• �l JIM M• vs►s top d nhtole at grads ,n pa areas unteas ort rJlreaba ; t r wp s beaw , r n[n. above atie In aaaamarx am p■d e• dick— . — nu&cw to grout nm or .n plans boils (&V da.) rings (11 ) rm ncret• ASTMC• t So — Per sr 4• 1 r (tlrP ) �i pooneer 301 mAstic appMO rwdanor s+da prrtta pw to an to be sealed WWI 'O'MV « Imp_ A vatiaWa by to be am g channel to prwtdea oth Va[uilion in 10 aa, ■Ofrl■orOfr bosom d nwth►ola m charwal 0• max. I';" � .JJ: r.J:;,.J.•`J', --- --.• ,,JM1;..,'. 3••0• min. 4'•0• max. bP s wpfif bench-wedb atw- as Pill ..J,- " ::::: I Ir bow ng .torts NO 1. l4aNtoN ttlWi brews an eoaM� d approvedaabc water pros. poor to .rtstaYaaon. s TWO t sojuafffromniry naoxionDrCONOWGI blttarsaarc 3. Anil slope prao�rlp. d manhole fr may be by shims anc non -shrink 9fW 4. Skm pad to bs around man boated ,n shoulders o road•. 6. Rat lop alt■1 be used on manhole (6 ft. or legal inesiMtions. STANDAID MANHOLE FWasm 12 fit. pll�rYul� .�li�ir■�Irlllr■�■..:..,...�wl,. �• Il�� wl.•• .,� �: . +whew MIR ig �Zi j�%; ton •` Itm�l}tA1pR�a . I 6D' • . r� Td: K•l:c ia:414 .1all 7a;•la; i i-�i .•�i 4-�i �i �i �i �i I wr 1' pips �1 2 00% mire grade GRAVITY SEWER SERVICE LATERAL Mgt" is trebled 2 x 4" MP r pakaed CUTT 1 i$".'':; 1iEtM AN r?SiM f GWABICAT'i I:: N US TO V, iUfiff" WE FGND, J IN MOPT4 '; 'ii MrU, r ,ram :%ti 't%'r`�Sr'F:'{;'t:it::r:r.; Y;t;,L• r.: �;c N so110 pr��r�•1; woval 0i�%-�� — ;y:=•� �3ji=:�� •':ice sanitary E `+ 3000 pe,i W1 F IBEFP, °.. •+ ..'., 8" CON BETE �.:. . . . 3000 05i S T O I ` E W IT ( I I I �J I I SID WALKS CTION 4" 21-8 Br4SE STONE COl" f= CTOfR PAID SECTION low SAIM ost in place access door, centered in top (see note 1) varies 2' max. (see note 2) roadway box E 2" type K copp r tubing (no join curb stop) \-saddle wit I � I corporatio water main boll v Ive curb stop-J with IP ends, with 2" gate valve oplarating nut C� TOUT DET JIL II typical ast iron cleanout with brass plug having a counter nk square head Panella Model P 4SV-CSK (4") Panella Model P 6SV-CSK (6") =AIM squat concrete skid 20"x 0"x 12" deep e Dase (d h3") �— Ir tttorle bedding NOTE : Where length of s Wvice lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. SEINER CLEANOUT Figure 17 2" custom setter (meter by FCSA) standard fl t top for 4 diameter manhole r•-finishe 3' riser secti for 4' diame manhole under custom (setter 6" sto bedding 1 Access door s all be by Hollid Products or our approve equal: a) in non-t offic area - m del no. S1R303C b) in traffic area - model no. HIR2424 2 Water service rossing street s all be encased in 6" die. SCH 0 PVC or 5DR21 piping. I he piping shall ru from one foot lbeyond sidewalk, across the str et, to one foot heyond sidewalk. 1 1 /2" and 2' METER INSTALLATION Figure 6 AMENDMEN NO. 2 - APRIL 1997 <5J4S D ON C - > G A fZ S o N �( I K �• ~ t3[v�► � s #� ALL M TFr-#*-lAL_ 'To pe --- TFLCA1-1 — E T V ida Z t9 7IS -7 -7o S SU1L171146 t_IG•HT ETA I I.r PA ICIHG L T 4e LIGH IN G CP "1'AI(_ O 4GA V r i 8 14t/1" FAP-KING 7 LIGH-Tl G To 00 of z--U N D oN Po t✓ 5 12- H IGH GP�DE TAri1KE E� 6tz-A � E \ m Irj"GNP B„CLEAR• i E,X. WSJ, 9 �WZ tj �N k �i W KA Z - FLM £ fl I— V E IzT FF'-oF E FIB SHEET` 2- oP 6 4T69 b• %-Tir cEGaIV .Ylstfii C--,G6 PA r_ r * n _]Yl �tsllr #4 w �ttL gT�.. Gc,a.0 low w0W \ 1`-YLa` �o1fOs DETAIL- 50APLO EE"E-ANXIAP PUMP5_TEFS- PAP JYjr G4Y'� �s 1 �Hrr- sLvtD Q TS► ..r ,-y 41' IP" I I� I I _1Z111�i ATE tZ Cxa Tf _-12-E TA I L.,. r�� N 9 ►ecai - _ -. T4 7 ` ft t 14a rc >Q`Q ~ Z_ W w No u0 �_ ca Z N d- N I _ 00 Z C Q0 in w o C° rn _j ss Q = in f� Z C lra C O o �t _ • 1 o a� N x I°'L to to � L L N � a C > c C � O Li to Li t!N Q N Z W z U_ 0 ,� v > � z tyr Z Q Z W Ul t1 �- lJ d W r r Q — — � - N ~ r re) i,� oN — Y o O < PRa��� N Q Y O Z:to 0 Q) �7� ° �Q) a W It O ._ MARL- 2 fiALK•T' 12EV147ED'. IZ- DATE: 10/29/97 SCALE: n/a DESIGNED BY: GRO JOB NO. 2089 SHEET 4 OF L r- rn rn m m di 0 m -41 O U- 0-) 0 CU C-0 O M FzvAD EFFIGIENG`( �3(l FFEK� c z boy-' h-oAD F P-c:�NTR G E C14 3 TP-E ES P E fz I o' = I S I. Z TP-C- E S W 00 I 152-Tlza✓Es PF�v(ueo OAKGREST BUILDERS ING_ E I I z � .� � � US WHITE PrNE-i I I W J of I FREID L- G�LAIZE, III (V 4 JA580, INC. TI�I✓5 5HOuL-D 13E I I Q = > n � L PLAN-TE) ALoIJG Ile ------ -THE 5o(jTHE5R-N C: (n o1r EDGE OF BUFPffR-)`n tW 0)X CL "',s � LL - - -.- - ,---- ------ � �----------r----- ----- -- _ -- -- - - - - - - ------ -- - - -- --- r � � �- - - — - - - - - - - C O C j LL ., . LANDSCAPING NOTE o W� VA, ROUTE ro42 - TASKER RD vA. ROUTE 642 PP�oP05ED HEDGE AND 7F-EES VDOT PROJECT 0642-034-215j1501 80' R/Ui WILL NOT BE F-ANTED IN -THE I M A w f- p Q`O Q _-... w .. - - S' - _._ oiL #f— - - � - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - OOa- MOO - ---- rQOO O Q o ti ( I1GtL5 x i �9- y d 3/ci ire CROP M� — o U w; Lij o �� :> I I �'�. T ( �38 d 3 = FLEA D. 1,86(o d. 3 =Ply. F- O J y --- I f I 3. Z�{- ACRE 5 x 139- y� _ Q owQQ ".. J t > 0 Q Q 0O Ip �► I I ST I,ztS.d a = Pr�v. J � Q oQ � O _ PizoP. DF-AINAGE \ f oF�oSEP Q Q J� i l4. - EASEh.rENT \ r�lP-SAP ��Q� r-- ----{ i Ppop. \ 0 z W�Vw I HEDGE \ z F000> - - - - - -� 1 \ I Seeding- Schedule d '-'- O `� p p I \ ( per section 3.32) d 3: I I ` �, (' 1. Topsoil will be spread at a minimum4Q ~ Wp \ 2. Pulverized agricultural limestone will depth incorporated into the soil at a of 92gbs per 1000 sf ( 2 tons per acres 3. Fertilize with 10-10-10 at a rate of 23 Ibs per 1000 sf ( 1000 lbs per acre). Z 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Z W wM p4b I o f Red Clover. Q I� A L l lit I -T5 5. Straw mulch will be applied to all seeded areas at the rate of 3500 Ppop' I I w� PP Z �I I pL( p_ p-A P EA Iz-1 N G Ibs per acre and anchored with cutback, or emulsfied asphalt O -1 �1 SEMI . , , � � p � applied at a rate of 200 gallons per acre. - W I I ` ', � pt'ZOPo�iED t3�11LDING G CzA D I N G > 1 LD P*l _ IP PRt�POSEp INLE-T pFlo -rEGTIN W i aPRoPoSC-D ocJTt.ET Pf�TEGTIoN w 1 Q O � \ ___ I ►u I SF PP-o�SEP 51 lrT F E N C E \ wp x I W 11 \ \ PM - O- LOT I ST PRof'oSEP SEDIM EN-T 712-A P UJRIG;HT'S RUN L.P- O _ - \ R�1 w LOT 5 E PRoF'�SED GoNS t�-c GTI 1oN E N 7�A N GE I �l a wo I� A I LANDlGAPING GALGUL.ATIONS \ O E �r� EEtiI I F-EQU IFZEc--> P>P-oy( C.>E(D � � p • S EENING ITFZEEPEFz- 10 SPACES G' 61 `PAGES = 6.I 7 O N a �1 wD (UriE BoXW [X I TF�£E PEI 46 PCR(METER � I'F'oP. I'/2 PflP. E G. 3' H I G H 5 P GE D A PA P-T 1/ z o � o MA- E/2IN 7FLANsLFAD (i3eH 5-T©TA 1l I S 4 - 3I.ZGi ['TTI � I eex I I -ToTA� Tres 3�. 3S a i G I. PhvPoSED (zGD 6UD 15 -r, TA1.� PpvP. O \ \ / \ GAS • titeT�lZ i '�' O PFLC>P05'✓D R-ED MAPLE ( 14 7oTAL-� -, ww Q3 I I _ `� ip ♦•_ PPt)Po5ED \NI -CITE DOG-Woop C Io (oTAL-) W VI/I # I CALLTw-eES 7o F3E MIN. Z- Z'/z GAL-iPEIz A-f 71ME OF PLANTING) }- \� X przop. HE12GE - USE 5oxWor�P,5 GoMr.,o(-A Z —3. acre x I34y�. a�rG. r�-,^--� ofzLITTL-E LEAF - 3' HIGHAT7it' of o -N \ ENTIZANG6 H WASH R�G2' P. PLANTING �o 5,(-(F-uE39 7oTAl._- (`I-'APAR-T� V � ._ LOT IA ' I, 11I Yctr Ppw. i' I �-7EE hoAD EFFIGIENG ( (3UFFEFZ GALGULATIoNS Z Q; 4T S RUN L.P. \ ,.:. I SWM A A ' 3 A T -ioP of �iHEET AND DUMPSTER I�MPAG TAR- fJ1 � 36 ACRES -- INTER�E�E a -A 1p '}' "' � AELSG A Fc?- ADDIMCNAl_ ANDAP(NG LbES oT R V WITH A R GE c- DFzt V E T Q) 7HI15p�HEET o Q o \ \ • PPox I G FQ IZ ANPQ) 0�I � P�SED_ IzA �/ C All, , � P� -a, �i V FUTURE 1�/W P--IP- P-A P / ` N 7� W 01 (y f y, - • / LOT 2 I DATE: 10/29/97 JOUAN, INC. 20.7559 ACRES �_ JriALL. 1" t j DESIGNED BY: MDS/JG FILE jq- JOB NO. 2089 SHEET (o OF 6 -x a .Ora -k � ' " . )I .) \V J Y -"�,K\-- Y# 7�t•X 0•c Q4 or. eA W, Vru oij- ir- C,%-A,*vhian AAW 0 OC-To SCA. Gc Olt-( As 4�t OI` L L- L In Ztl Air -e 10, zz- � iL 'SI , �Zjll i, Pvt.* 12 A SID-Z Iota 10.00 N.o'2.3 c