Loading...
HomeMy WebLinkAbout34-01 Tri-State Nissan - Shawnee - Backfile3 a 3 7D LED 0 i F-- w C0 Z Q J a z II rr J w z Z w CC 0 0 3.1 LD LO 0 U GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP (D Z 1. Methods and materials used in the construction of the improvements herein shall conform .to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - -- - �- w _ _.- - SCALE 1 i� = 2,®®® County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the "" Vt W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict between an of these standards, specifications or plans, the most stringent shall be Y P P g EXISTING INDEX CONTOUR 330 , �_ r r': r: _.-. }.,,, , . ;` .� .�.. •. �. ' ;f,, -�r govern. PROPOSED CONTOUR 40 r.,.�'a 'c rD ,..� "" '� ,': n4 ,..,.r •. .s . , �. �;^,� , '' W of these lens in no wa must be provided prior to issuance of the site development permit The approvalp y 1~X �/ /Ij � ,; 'p ._I«�• ,/. {'.' • } f.-: . �i r ,r , ti ` 4 .. o; t . T , . •\. '..'Y! 4n. r\ �. �i• :...•, i t 1 `-i1- ..`. - C..:dr1µ .,�. /:'9 •a t :,.'J••ti,. V.,.S,r' r.'.. Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and P Y P P Y Health Administration and NOSH Rules and Regulations. EXISTING EDGE OF PAVEMENT - - --- PROP E/p .!','..,, ,. ..�.^;..\ 1 1'' "."i.�'\:J•,,, ,.i ,, i� .'.4 .. � ;;• � "� � �; ; . , � '��1jKtdy •,� ,- ---. �- hf :; -. n,., _ �:.-�-� c® rf 14�, ` PROPOSED EDGE OF PAVEMENT'•+.:...-y ; �. , F 4 ,Ali, •' 3. A be from the Office the Resident Engineer, Virginia Department of Transportation EX permit must obtained of V3. When working on VDOT right-of-way, all traffic control whether permanent or temporary, shall EXISTING CURB GUTTER CA6 . _ -', , ,.'' . + •^` '- , . H (' ,'4,. •V 9 ',... 1;�!«._ `' :' 4. (VDOT) and Frederick County prior to construction in existing State right-of-way. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is be in accordance with the current edition of VDOT s work area rotection manual. Furthermore, all traffic control fla ers must be certified in accordance with the latest edition of the VDOT Road and gg _ Bridge Specifications, Section 104.04 C. PROPOSED CURB AND GUTTER -----___ -_ __-_ __ _ --__ ___ PROP C&G r;� ?,f ,:- °�� _ �--rt' ° ,..� q:. r.._' .,. �.:.. .- ':: �; G z z E `L, :: ;� �1 - ; '.,_ '' is ' : .• , :J4 W cv o 5. required under State law. • • • inspection • • " joint The exact location of all rails will be determined b VDOT personnel. A omt ens action will be held Y P J P • • • V4. The developer shall be responsible for relocating, at his expense, an and all utilities including P P g' P Y g TRANSITION FROM CG-6 TO CG-6R G6-6 GC-bP -- -- =--- � = = -=- =� fir° ,,� ¢� �, I �, ^� ' ` j `, ; .- r;3 J �• ^�+' `� } ` (;; } �� ' [ _.;' ' "b N u) co �t guard g with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P Y P P g P P traffic signal poles, 'unction boxes, controllers, etc. owned b VDOT or private utility company. It is g P j Y P Y P Y the sole responsibility of the developer to locate and identify utility facilities or items, which may P Y P Y Y Y EXISTING TELEPHONE LINE -�- - _ , , r, , ,, 1 ':,` , �°` .: � ' �:.. ; _ .ter , .: .•,° tip.. ,'•, ,•''. �__., ,?. ` 5.,,Y' �:.'t`' ' �. ;;; ,� , '' v _�<�� �_ { ; . '- N � (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be tl be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T T ,.-� .., �'',.'. ' •:;� - ?.., �E.��.: il. r.,�' L In responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to relieve the developer of this responsibility. P P Y/\. 15" �2G1- , , , �. -� „ :, �,. - �� �,...,." .:-:, , .r �:: j'�(s -. 1� , ' . • .- ,�_ : ;, , ,Y. . +�5 . 3 j{,� s.,,- ! ; ,, JI v7.. ? r y •,l.I''r ;- . .. ♦ •, q i ,N .4.;;.a A+.,.': �.(l� '' `� -ON O Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER . ,_ -�� F,. 1 �6 L r.. ; ` .L1 \i.� .`y� r a f� :T ``�'(? �,�. u a • - N 6. ..� Ana roved set of plans and all applicable permits must be available at the construction site. Also a PP P PP P V5. Design features relating to field construction, regulations, and control or safety of traffic may •g g g Y Y _ _ -__ - PROP. 15 RGP .. ka ..' '. �. ..:.. , .., . _ : ., •, r ; , ; r -k- >-_'�'''. s , `` 4s, �a�r' �: { t� ' ° t:.. �` . N. :f : � :-. � in `€: ,_ � :�'���' � K.-�} - . , �: 1 _ cu � be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of . ,. ; f ? . �:.. ,�, .: ems. :' �,' a, representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEINER ,.... �<' -_:. ;, -.,, :.. r , �. , ��, ,a'' UJ U s LO 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER �' 3 C Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFOR ATI N CD C 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE F1 embankment. and held by the engineer and/or developer with the attendance of the contractor, various County PARCEL IDENTIFICATION N0. 64-(A-)-89A V. L 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE P STREET ADDRESS: 1230 MILLWOOD PIKE °: L than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE II----- LIMITS TOTAL AREA: 5.363 AC. OF DISTURBANCE: 1.236 AC. 0, 'n C 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated any undetermined length of time. VDOT will also require 48 hours notice for any inspection. CURRENT ZONING: B12 L on the plans and as required at the field inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the PROPOSED GAS LINE CURRENT USE: AUTO SALES w 3 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE PROPOSED USE: AUTO SALES be minimum 6" diameter and conform to VDOT standard SB-1. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, FLAW LINE F.A.R. CALCULATIONS access to other properties affected by this project shall be maintained through construction. The -► •••- •••-�- •••- •••-► •••- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than Developer shall have, within the limits of the project, an employee certified by the Department of FENCELiNE # X # X X X X X X x LOT AREA=233,612 sf one litter receptacle shall be provided at the construction site. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation devices for installation deficiencies immediately (} TOT. BUILDING AREA= 22,444 sf control and measures proper and after each rainfall, EXISTING POWER POLE SETBACKS 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to at lest daily during prolonged rainfall, and week) when no rainfall event occurs. Y g P g Y PROP. BUILDING LOT AREA = 0.10 < 1.0 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and q g g EXISTING TELEPHONE POLE FRONT = 50' LANDSCAPED AREA CALCULATIONS whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free at the end of construction. EXISTING WATERLINE W/ TEE condition at all times. T SIDE REAR = 35' 0' / / LANDSCAPED AREA = 90,265 sf 14. •Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vll. All water and sewer lines within existingor proposed VDOT right-of-way are to have minimum P P g Y PROPOSED WATERLINE W TEE / '� �+"�"' i W LANDSCAPED AREA REQUIRED = 15% sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut 36 cover and, when possible, to be installed under roadway drainage facilities. LANDSCAPED AREA PROVIDED = 39% sheets, and connections to existing lines. V12. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE PARKING LOT LANDSCAPED AREAS (BASED ON NEW PARKING) standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. until an adequate design can be determined by the engineer and approved by VDOT. PROPOSED WATER METER ® TOTAL NEW PARKING PERIMETER = 11, 240 , 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT EXISTING REDUCER ONE TREE PER 40 FT OF PARKING PERIMETER = 31 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative ONE TREE PER EVERY 10 SPACES = 9.9 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER are submitted to private laboratories for testing, the samples shall be clearly identified and labeled 40.9=41 REQUIRED utility verification and the proposed construction. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a according to all applicable VDOT standards. HANDICAP RAMP (CG-12) % Z E-' result of his construction project within or contiguous to the existing right-of-way. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDOT wax NRISDIC�j� U 18. When grading is proposed within easements of utilities, letters of permission from all involved companies compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street STANDARD RAMP CONE PARKING CALLCULATIONS �, 0) must be provided to Frederick Count Sanitation Authority prior to issuance of grading and/or site P Y y P g g / ATNIJMBER U) > development permits. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A IPAAR� OF TYPICAL PARKING SPACES EXISTING = 30 Q 19. The developer will be responsible for the relocation of any utilities which is required as a result of his copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® REVISED TOTAL = 51 E-+ Z > The relocation should be done project. prior to construction. V15. VDOT Standard CD and UD under -drains shall be installed where indicated these E, Z Q � Z on plans and NUMBER OF SPACES REQUIRED WAS DETERMINED BASED ON W ,-, 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected further where determined necessary by VDOT Inspector. HANDICAP PARKING ACTUAL CUSTOMER DEMAND, PER AGREEMENT WITH ERIC � Z G� � in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall t LAWR3;.;�iCE AT A MEETING ON 1/30/01. U) GY W 0 W i Ei U engineer must be notified immediate) g Y• meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 0 21. The contractor is to verify field conditions to and during construction and notify Greenway Engineering W ~' prior at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE EXISTING DISPLAY SPACES = 98 plan. b VDOT on an account markings must be installed by the developer or at VDOT's discretion, y PROPOSED DISPLAY SPACES = 64 E--, 22. �� " Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom the be TOTAL DISPLAY = 162 U U O �, a � proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered of sign shall six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT H.C. SPACES REQUIRED = 2 W professional engineer and results submitted to Frederick County prior to pavement construction. If a a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on W W geotechnical report has been prepared, it should supersede the requirements in this note. VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN + Z Contact the local VDOT Residency Office with any questions regarding sign material and placement. 10 ' 23. Contractors shall notify operators who maintain underground utility lanes in the area of proposed excavating blasting least two (2) days, but than ten (10) days, to V18. The developer must provide to the local VDOT office a list of all material sources prior to PROPOSED SANITARY LATERAL CLEANOUT or at working not more working prior commencement construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE MENTD'IER 1z ALL OUTDOOR LIGHTING WILL BE DIRECTED AWAY FROM ADJOINING PROPERTIES of excavation or demolition. Names and telephone numbers of the and operators underground utility lines provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices co in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. may be obscured. 24. A land disturbance permit shall be obtained from Department of Public Works. An On -Site pre -construction V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical STORM DRAIN STRUCTURE IDENTIFIER O meeting shall be held prior to commencing site grading work. spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE - --- ----- --- ------ Certified Land Disturbance Contractor tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - - present during the construction and testing of the density control strip. Signature Date EXISTING SPOT ELEVATION 1 TRIP CENERA TION DATA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 1151 CLASS USE TRIP RATE USE VPD Name Company specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE 15" OAK 15" PINE a UTILITY CONTACTS V22. Final location of CG-12 Curb Rams shall be determined b VDOT inspector. P Y P PROPOSED TREE rr 15" OAK 15" PINE t J, �' I't'';AL S, g E g�L 'ilf \ D PPIR, lirt FSA CONSTRUCTION NOTES Water/Sewer: Frederick County Sanitation Authority Phone: Bell -Atlantic Ady b d P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. (540) 868-1061 (301) 954-6282 DATE RLrYI�^►I®N li i.7 SEAL COVER SHEET Power: Allegheny Power Gas: Shenandoah Gas Co. 2• THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY. THE AUTHORITY. P.O. Box 1458 P.O. Box 24Cv 8-27-01 REVISED PER PLANNING DEPT. COMMENTS Project Name: Hagerstown, MD 21741 Winchester, VA 22604 (540) 869-1111 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. TRI-STATE1-800-654-3317 NISSAN 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF TH OF �j MISS UTILITY 1-800-267-7777 WATER METERS THROUGH 2" IN SIZE. 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 THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE r� Owner: Address, Including Zip Code & Telephone 707 N. COMMERCE AVE. No. FIRE MARSHAL S NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN �A 0 FRONT ROYAL VA 22630 MARLOW INVESTMENTS L.C. ' PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. N 1032285 Developer: Address, Including Zip Code & Telephone No. Fire lane markingsand si e: !Ise�- "No q /d 1 Any Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: ti 1230 MILLWOOD PIKE by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ssIONAL G SIEVE WARD WINCHESTER, VA 22602 ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET v INDEX (540) 667-6800 FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1- WATER SERVICES. STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: 07 0 9 2001 Address, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. -)':PT. OF PLANNINGIDEVELOPMENT WINCHESTER, VA 22602 GREENWAY ENGINEERING AVAILABLE FLOW = AVAILABLE FLOW = (540) 662-4185 - 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: DATE, 4/6/01 A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. SHEET 1 COVER SHEET PROFESSIONAL SEAL &SIGNATURE SOURCE: SOURCE: B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SHEET 2 SITE PLAN APPROVED BY THE ZONING ADMINISTRATOR DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS THESE PLANS ARE IN CONFORMANCE WITH COMPLETED. SHEET 3 E & S PLAN COUNTY OF FREDERICK STANDARDS AND SCALE! N/A 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 4 DETAIL SHEET ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY � �O O O DESIGNED B i HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION SHEET 5 PHASING PLAN THE ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. CONSTRUCTION. ZONING ADMINISTRATOR DATE JJT Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 0176 no greater than 2% in all directions, RPZ BACKFLOW .ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL. SHEET 1 OF 5 10 14 w k� GAP Los mm EAL v WIDTH Rfw 55 mp EX. nl- 1� \ RIM=68 .•�O' '`• INV.=61 .76 `\ r ftfts" ft EX. I EX. nl-3B RIi�1=67q.�2' INV.�6�15.2.4' ',E �/00 talSfiY AREA (oo �3tiP -68, .5 i — — — i \ - /2 I \ 101 , \� X. SIGN`— o I ��0 � — -, tie a \ �. �0tiP �a�2 �a° j� 1 �A� "VDOT CONSTRUCTION NOTES ell °>�' v isP 69 /C ba 1. A DOUBLE LINE OF CONDUITS 15 IN PLACE NEAR .00e�7 P GGE3PLr SOUTH SIDE OF DI STRUCTURE #I. GARS SHOULD a�. X. pl F,L \� s / �, -' BE EXERCISED NOT TO DAMAGE THE CONDUITS. 1 1 2. INSTALLATION OF THE NEW 15" CULVERT INTO / r -' • ; THE EXI5TIN6 DI STRUCTURE #I SHOULD BE ACCOMPLISHED WITHOUT EXGE551 VE DAMAGE TO STRUCTURE WALLS AT RISK OF BEING LIABLE TO REPLACE . ENTIRE STRUCTURE. N/� w FARKING� S C `• _ _A. + API g ` . I 1 i f T� ti I -TOO 4 T/G oast � � '4 4, (o as X 1 I _.!E�,TEFZ HA�.LE"( fo ,° N1 NGi 11a��° _t3 � _�7 2 �G` \ I 96 5 ri T/C \ I •o EX, �I IpL Y rE Afo° %,.t�_ ZON USE: VAGANT _70.6 IT� p \ ' H.G. I 701.3 T/G F \ U IG K N " \ 0 \ I b"CONG. o� 516N I + \ ` MEDIAN W + , �p + a� �o \ 1�o + ° rp \ pia ' I \ I/ a o CL \ I N/ 2�� GPNOT~Y ` \ �a0 Boa i ` -- dt GURRb G9ll (fi'P.) + '\+ o� 0 ' ` \ I / 0 r IN fA EF6 INVESTMENTS LL G 64((A))g5 g55,/724 ZONE : E32 USE.. VAGANT �TR05NID LAND 6? 4((A), G 2 LETG1�{ ? W 11__SON L I NDA W / EX. A5FP,4L1 tat FL Y 4,I a Pi2O}�OD ARKI r-/� yoTRExAoN / o I� EX. Bill GK BU I LD I N(� I ti .C�G�Gr�s / r I _ 1 6Q8.62 HE I C2HT i 7 :�" 3 CD cu cu 66 0 a 0 CD a if w V) Z Q J d (D Z cr w w Z Z w cc 0 3 CD 0 2. i q AGros ZONE: E32 USE: VAGANT I I, 1 1 (, 1 NOTE: MATCH EX. PAVEMENT SECTION EXISTING UNDERGROUND ELECTRIC 15 APPROXIMATE. I CONTRACTOR TO FIELD VERIFY. I 30 15 0 30 60 SCALE: 1" = 30' I I I 0 Z W W Z z W cQ 0 00 co c\j � I � Z x Lo � W Q� WN Lob a E- Gr. w� ,TH OF �r �0A No.032285 ,E ti ;IGNAL �� Z E-i a V)> cf) Q� z — Z z a E� �z �+0 z wo �w hr�1 F- 'C co ww � x DATE: 4/06/01 SCALE: 1"= 30' DESIGNED BY. JJT FILE NO. 0176 SHEET 2 OF 5 3 Q O O CU Lo CU O Lc) Lh OCL Cli Ln C 0 0) a 0 cn w i c.o 0 w z Q J a i cD cr- L Lj LLJ z CD z LLj i Ln 0 0 ax Lo 0 m; LFC-� INVESTMENTS LLG. q 55/12 4 0.~7 10 Acres ZONE: E32 USL: VACANT EX.-iSTOMF' LIMITS OF,,, x D15TU13ANGE i x� x �p 14 �cre.� �IN 501 J'o Eu �4RK,1✓v IDC J. T EXMAN!QN x 4 t o jamQ ,-, iJ� RB�ANG 51 G I -I O `1N 6 4( A.))I OO x .--- --' x x q 55/ I 2� x x I x 02!I0<�2 x x ,, 4'� !" ����" x I �x q.500— A r\xe5 �00 Ac reS / x �x70 ON —= 2 r 'NE: M2` x e U L: VAGAN� ( �i �.G ,! , r x X ME / Q /WIt m SYM. BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY Acer 506AR 12 socchrum MAPLE 2" GAL BRADFORD 2" GAL 1'7 PEAR Ze I kovo JAPANESE ZELKOVA 2 1' GAL 12 serroto ER05ION AND SEDIMENT CONTROL NARRATIVE: PROJECT THE PROJECT IS LOCATED AT THE EXI5TIN6 G.W. MOTORS SITE. TH15 51TE 15 CURRENTLY OPERATED AS AN AUTO SALES DEALERSHIP. THIS 51TE PLAN PROPOSES THE CONSTRUCTION OF TWO DISPLAY AREAS, PARKING LOT — EXPANSION, AND 5TORMWATER CONTROLS. THE TOTAL PROPERTY CONSISTS OF ABOUT 5 ACRES OF WHICH APPROXIMATELY I ACRE WILL BE DISTURBED FOR THE CONSTRUCTION OF THESE IMPROVEMENTS. o EXI5TING 51TE CONDITIONS ro G.W. MOTORS CURRENTLY OCCUPIES THE SITE. A MAJORITY OF THE PROP05ED PROJECT AREA 15 OPEN AND �+ 61RA55-00VERED. THE NORTHERN PORTION OF THE 51TE DRAINS TO ROUTE 50. THE SOUTHERN PORTION DRAIN5 w TO THE ADJACENT PROPERTY ADJACENT PROPERTY THE 51TE 15 BOUNDED BY 152-ZONED PROPERTY TO THE SOUTH, EAST, AND WEST, AND ROUTE 50 TO THE NORTH. EROSION AND SEDIMENT CONTROL MEASURES UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ER05ION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIR6INIA ER05ION AND SEDIMENT CONTROL HANDBOOK (VE50H). ZO STRUCTURAL MEA5URE5 A CONSTRUCTION ENTRANGE SHALL BE PROVIDED ON SITE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. W SILT FENCE SHALL BE INSTALLED A5 5HOWN ON THE PLANS TO REDUCE ER05ION ACROSS THE SITE. a' CHECK DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONSTRUCTED. VEGETATIVE MEA5URE5 PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN 0) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501L 5TABILIZATION 5HALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN 51 X (6) MONTHS. A TOP501L THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR 5TRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. MANAGEMENT 5TRATEG I E5 CONSTRUCTION 5HALL BE 5EG2UENGED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ER05ION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE GLEANED UP AND REMOVED. DEVICES L15TED ABOVE ARE CONSIDERED MINIMUM ER05ION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEA5URE5 MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT 15 THE CONTRAGTOR'5 RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO TH05E SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE 5TANDARD5 IN THE VE56H. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE 51TE SUPERINTENDENT OR H15 REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEA5URE5 ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A 600D STAND 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED A5 NEEDED. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY 5PREADIN6 ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 15 61-066ED BY SEDIMENT, IT SHALL BE REMOVED AND GLEANED OR REPLACED. PERMANENT STABILIZATION ol ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT 5EEDING IMMEDIATELY FOLLOWING FINAL GRADING. 5EEDIN6 SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VE5GH. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DE56RIPTION 5.02 �E TEMPORARY &RAVEL CONSTRUCTION ENTRANCE 3.05 O X�—,4 �E - SILT FENCE 5.0-1 IP �= STORM DRAIN INLET PROTECTION 3.001 ® � TEMPORARY DIVERSION DIKE 5.10 ©D� TEMPORARY FILL DIVERSION 5.12 ® .�.�� DIVERSION 3.13 ST ��� TEMPORARY SEDIMENT TRAP 5.16 ® ® OUTLET PROTECTION 520 ® —, --, -- CHECK DAMS 3.33 ® --�- SODDIN& 3 39 O 0-0-0 TREE PROTECTION LIMITS OF CLEARIN& ! GRADIN& :— DRAINA&E DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO DE SEEDED, MA 4W AND TACKED WITHIN 14 DAYS AFTER START OF &RADIN6, OR SODDED AND PE6&ED WITHIN 14 DAYS AFTER START 30 15 0 30 SCALE: I" = 30' oc W W Z C3 Z W a z w w cc TH O,F art -, S MAS 9 ' No.032285 `SIGNAL I—' Z [—I Q v UP--4 Z C N cf) Z o �z o� z wo -4 O c1, . E-+ U a Oco z ) V r) 60 1 DATE: 4/06/01 SCALE: 1"= 30' DESIGNED BY: JJT FILE NO. 0176 SHEET 3 OF 5 i 60 1 DATE: 4/06/01 SCALE: 1"= 30' DESIGNED BY: JJT FILE NO. 0176 SHEET 3 OF 5 i cn cn uw CD III m 0 cl CD to w t- ci, 3 0 w 0 I 0 i uj In z a J 0- CD z w w Z . 1 CD w rn L 0 0 3 tD t\ 0 LL 0 R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: VDOT #1 COARSE AGGREGATE r IDW 2-10 ACRES OF DRAINAGE AREA: Fa (01 VDOT #1 COARSE AGGREGATE FLOW RCE: VA. DSWC WEIR DETAIL N.T.S. CLASS I RIPRAP PLATE. 3.20-1 z'R The Wt. d the curb and putter may b. oonstructsd paroMd to the eiope d subbase oaysse pim a . ofY It This areomayb. eanv.te F at the optlon d 1M oontrootor di ch Byer, the botbw d the curb wh en I.., and putter AM be oanrtructed para 11Je curb may be used Nd speed b ro h Ieee to the elope d subbase oourees hrA>• orrd MPH « and to the depth of the parernsrt. b. In dsWopsd vbon t suburbon areas. N these desIM epesI we euraeer'. SEadad bt:-7 Is repuked. COMBINATION 6" CURB & GUTTER - 105 502 VIRGINUI DEPARTMENT OF TRANSPORTATION �--- PAVEMENT 2' CURB CUT 21 .d . d OT SPEC. `n 414.03, CL. I, TYPE A TYPE 15GUPPER DETAIL SCUPPER NOT TO SCALE 10' TOP= 700.5 700.0 GRASS LINING 2 68 685 705 ; f � . 1 l _ i i I 68o r 680 SLOTTED 12" PVG STANDPIPE (2) I I i � TOP=700.5 INV.=6a8.5 I 100 ® 700.0 II _ I a0 _wEI1� TEMPORARY 2:1 MAX 675 675 SED. TRAP _.. _. _ I I 13' �1 GLA55 A -I RIP RAP O O 2- 16 12 PVC, ® 0.5% ui O EG-3 LINING j Oz O� z_z -._ - z.----- -..--- STORM POND PROFILE SGALE: HORIZ: I"=20' \/ERT: I"=2' STORM PROFILE 1-2 SGALE: HORIZ: I "=30' VERT: I"=3' Naft Co"6kwou n curb 3 putte tl NUV a rolhae of 3W cur lase (abrq fore of aurb) shill be poll far as radial aombbmtkm curb At putter. Thb Horn may be prsaaet cur oad In place. Ommute to be Chas Al N' cad M place• 4000p51 R preoast. TEMPORARY SEDIMENT TRAP 1' VARIABLE* ORIGINAL VARIABLE GROUND ELEV. 67 CU. YD./ACRE VARIABLE N 67 CU. YD./ACRE 4' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. ** *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) 6 X DRAINAGE AREA (IN AC.) DIVERSION / DIKE / COARSE AGGREGATE EXCAVATED FILTER CLOTH AREA / **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 SEDIMENT TRAP DRAINAGE AREA AC REQ'D STORAGE, 137 CY/AC CY REQ'D STORAGE CF AVAIL. STORAGE CF CONTROL STRUCTURE A 1.42 194.54 5252.58 2700 1.5' HIGH STONE BERM SET TREE LEVEL AND PLUM[5- -STRAIGHTEN •' r' - w - .a SETTLEMENT WITH TOP 1/8 OF ROOT 15ALL A50VE FINISHED GRADE h AROUNDED, SET TREE ENCASE WIRE RLIBBER HOSE. SECURE AT HE IGHT A50YE FINISPED GRADE EQIUAL TO 1/3-1/2 Or- TREE 1: w-movE -top 1/3 or- Buiwi-Ap AND CUT RopOm h "I' l ... h hh�h«..�.♦ WIRE 017 GAUGE ti .H ^�11 � yi►,�yH H � ;�1+!. M . 4! 2* DOL15LE 514FEDDED HARDWOOD long n, 3' SOIL SAUCER 3 STAKES BACKPILL .•.❖........ e._LkSk4TLY COMPACTED SETTLfWs MOUND TYPICAL PLANTIW_3 DETAIL-- EVERCaREEN TREES (NOT TO SCALE) RUBBER HOSE GUY WIRE M2 GAUGE TURr6DUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MUL04/3" SAUCER PLACE TOP 1/8"OF R0011BALL ABOVE FINISH GRADE 3 STAKES DArr r-ILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL L*WLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER (NOT TO SCALE) CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. ..... ..... /r FLOW _III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. III L I - FLOW II Irr ' I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE I SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood & Wyant 5EEC)ING NOTES. 1. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4" 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 10M SF. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 SF. (1000 LBS. PER ACRE). 4. SEED MIX SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33% ANNUAL RYE APPLIED AT THE RATE OF 120 LBS. PER AGRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 35M LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. \/IGINIT-r MAF 100 89A 00 0) co �O& ste/% 89 0jiPO Q m Q Q MAM phUr S TM 64 Z uJ W Z t� W O � c0 CO cv �� I rn CQ x to Cv LU v W0 Vol a0 U CU �' ~ to E � fn V1 1-+ Fr •r 4) >-. ro r 14 0 W U) z O v z O U 5z W a � �- 1x a C, A_��TH 0,� �f JA MAC 9 NO 032285 % `SfONAL Z I� Cf) E C0 w zo � W z yyz I-+-f � � 0 W E— U X CO E-4 Q E- <T; CO w Q H DATE: 4/06/01 SCALE: 1"= 30' DESIGNED BY: JJT FILE NO. 0176 SHEET 4 OF 5 x 3 Q 0 CD (ll m 0 N 0 a 0 cn 0 us 601n R.B.L -"---`-•�--- v wonH rvw TED SPEED= 55 M.P.H tO ?�tK L u W 46 / '' -- �~ �k `' -_ RIM=�� 40' / W 02 1 R cV 02 It IrJ lam., "'...- ---•" -- -_ `— -� / EX. DI-5B I V o CV --, " `-- ` -- \ ` .,,,may i•- ^+ RIM=h 7�i.Q2' INV.=675.24' .. • 4 co 40 I rn EX. I i�G+ j Z x ccv EEG 1 i\!VES I M�_"NTS 1_..1__..G. { xa`Px. _-Lu —_ -..._ p RI a 0 or00000 0 k -'� SIGN�� ��FQ -h �_a�.__ .y0 ` ,.�LI,,,,� ,/ � �' -• , ` _ ___ — _ _ __ _ VDOT ONSTRUGTid NOES" ��'X. o _ USE: VACANT �04 • � `� � � ' 6a � � --�A�__8__, ,- �, �, 1-. PLACE NEAR ,,- k �`� 6'k btiQ /G `�` ' BRL a�. / Q IGG. +a - jt t , ,,� I --, �. (/ 1. A DOUBLE LINE OF GONDUITS IN � n SOUTH 510OF DI 5TRUGTURE #I. CARE 5HOULD w .- �A �•� 0 BE EXERGISED NOT TO DAMA6E l"6fE cCONDUITS. 1N5TALLATiON OF THE NEW 15" GULVERT INTO ! 1 E EXISTING. DI 5TRUGTURE #i SHOiJLD BIw A 'LiSHED WIT{ iC?UT EX("-551VE DAi�iAGi TO TUBE NALL5 AT R15K O BEING L_IA5 .E TO EX. vSTUME J `U BARK I N6� k ,� '�" ~-. •''� ..---. a. v + S GE ENTIRE 5TRUGTURE. 1n�*� O r1 N G H E S TE R HA RL-E 1' k k � f� -Too14 TJG T�G / / -'"--''/��} -- ••�o° ar..,., � \ /WJ �� iT l � J � �)) C � 2 /J to i /' ,..r•"a"' � ------, t /t i oo 0�` ��.--_.___..._.__._._.... t!I 0 \o p3 � _ �' �` ..�. a -. y.�... " �' � 1 DI �-'1. Y RE I� 1' ..p W 7 �' ' CANE: Ap 0 i N. b I i0,00 �__32 USE : VG.�NTIT �' ; I a,, k # -701.3 T/G �4 U MEDIAN OE'ARKING 6 +�`T SIGN � i ��pt \ � � 0+ 00 + 0 + �a u � W _ r 4 / / _ u �o - ,,00 01111 e(o V j �,�,TH OF � lk /kI ` __ l� p l �0 QA 9 GUR C: i fiYf L � � ,. �0 �0 ' 0 (7 I I i 'ass N .032285 58 T G f� ,rp�t0 I �ti 1 / -10 L co / / i } �• I ,_14�3/500 '— ST�'O S HIDER LAND FI E i ('}�E� t� V 1i__5�N L-!i D (00 W / / / / ` X. sp✓ 14LI>�I PL Y - 3/-751 P O O- D 'ARKI,f'dr 7 04-D I N - LOT E, - � _ i� � � �` E=X. BR I GK BU I l.__D I NCE ,G l ZONE : 32 . . �'.��.)b i f Gr S k 9 / / k _ HE I C;HT = IT �' � USE : 'V AGANT Z C NE : B? USE: `\"/AC ANT / o / _ � I x a-— ) - p- f k l .----- �- �aG \ I I k . k , k k!N _._. AoV �— r 5 ZONED: E32 I d,) L) E-1 � cl) L 1 _. �p t c w Z z i­ 2 /C I I 0� I / I Z U� 1.4 l �—�- - --— — — vt.2� cn z� � I ( k 1 n I { I X 0 '70'.8� T/ k ` 100 1 X : 702. ( 6 1 \ __1oo IP k J (\^X) w�L'` Tay �^ ..- / ['� x _.....--_._.�.._ .�! _..,_,,.....-.-- %� SEE DE I A I L ^ylj.._._. k f k k /�?! X �-` x _---- E-���'ki,_n -1, x - -- 1 O' NEI R @ O k k ---� k k ✓ . _ _--- �— _ J M �__.r + h 1 rk p ^� - ONE L1 RO U F L� . 30 15 o 30 60 DATE: F-RED,E 1 C �TOy11NE C�RZOUP ( ), 1___C. k ,� '_ r . __- __ -- a _ .- 'tta k r ,�� k ����111 � I )) ` , -- •� '� q �55/ 1- 2 k I SGALE: I " = 30' 4/06/01 y-+/, , 302% I CV ��� k n --~ k �'�` /! ..^-- _..-- .--� / k �� `k Q � r\JfC� k k k n , SCALE: 1 =30 1.0(00 Acres, k 1CA / ���I k �k \ j 1 F ME:�2 �i2 AG ANT k ` k U� VAC ANt I , DESIGNED BY: JJT k k 1 ' \ \ I FILE N0. 0176 SHEET 5 OF 5 3 Q 0 0 Cu M 0 0 a W 0 3 C� LO 0 LdW GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C'3 Z 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT;) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR 33 SCALE 1"= 2,000' n specifications and/or current VDOT standards and specifications. Count construction standards and s eci a Y P P Sediment Control Regulations and an other state, federal or local regulations applicable. In the "' W _ r _ •t .- ` � I, 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict between an of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR -- ---- •-""" " 330 : }5 r °`' .: •! ' ' ` ° r k>, y� `''< 4.><<. r': r ,' .. - ....}f'%;-, ' •-fi • .. •; ' _ * must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P Y govern. PROPOSED CONTOUR ,:` , ,ry . ."1�: ..:.UJ �''� # �., . , , ; „ o;,p ,. ; t 1 > ;�� , '�' a , ;,r 4: »» . .:� ter°� r . } ��'.� »•� � .: � . �... ���s, :>>�° .. . t i <., �,:. e �-�_.. � ,'q Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment P g P g V2. All construction ,shall comply with the latest U.S. Department P Y P tment of Labor, Occupational Safety and Health Administration VOSH Rules Regulations. EXISTING EDGE OF PAVEMENT _ .-_.�.- _ _ _ :� •, •. , �, :� •:. �: �. , .. �... .5 -}-/ �! `^ ~ a/ +y .r + F a(- ` . �� ' s Control Handbook. and and PROP E/p < c® ._. ! s��,�. :; , 1 , ,; r . 4 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g � g P P V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall PROPOSED EDGE OF PAVEMENT _ _ EX GAG _ sa. ;, •, .. �. .,:. , _:•,� n s. - a ..' - r�: , � . � � ,, r ,':; t.•,, <_ u _ , ,�,-, �. , �; .... .., ..,,(;, N. ,. �- V. >.�:.�.i,;-• .•,,� w �.�,-- .�, - .�,; ..,:.,,• ` '�., '' _ Z 4. (VDOT) and Frederick County prior to construction in existing State right-of-way. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is PP P g P Y P be in accordance with the current edition of VDOT s work area protection manual. Furthermore all traffic control fla errs must be certified in accordance with the latest edition of the VDOT Road and gg EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER��� PROP C&G t ) f :. °!_t '� '' , , � t,;1 :. , ." „. x #: z,...- , �. , _ ; . , >> ' ' �; 1 ._: tti. •, ,1 .f. , �. W N o required under State law. Bride Specifications, Section 104.04-C. g P G6-6 Gu-bR .P iJ, # `• `� , �1 ~;: t <: LO cU co �� joint V4. The developer shall be responsible for relocating, at his expense, an and all utilities including xP TRANSITION FROM CG-8 TO CG-BR -_ _- -� ---- -- --- -- � � � - {.- A � �- !w � � 5. The exact location of all guard rails will be determined b VDOT personnel. A inspection will be held • v e Virginia a Department of Transportation ro�nth the Developer, County Representatives, and Representatives of the i gmi p p P P g� • Y g traffic signal poles, 'unction boxes, controllers, etc. owned b VDOT or private utility company. It is g P ,l Y P Y P Y the sole responsibility of the developer to locate and identify utility facilities or items, which may -- EXISTING TELEPHONE LINE --- -�- ------- , �I • � .; > �, -_._ e� ,: , v. .. •-., ..,,: , a Vir. .. } . 1 ;;.: � , .. ,, � ", � , � •,.l . tea, � � 1••�:r: ,. , .`� ,,._�,=� . ,. ..:.. .- ; �, .tom ,..:: �t .•;. , . : s r .. .. , , i �� -- -..ter. r,. • �. {," a, -.,., _ �•. -• '�' �..,;�� Q - n, " N o0 VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT) g / P P be m conflict with the proposed construction activity. VDOT approval of these lens does not P P Y• PP P LINE T T ,y�, �::� ..,,. , 1 , ., . ,. ; f.., t= .. , `:► .. • r �! . , •,., ; ... ° „� , +y . -� n �h., .. ' i d L �� responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P g g P Y j P relieve the developer of this responsibility. PROPOSED TELEPHONE �., ,_- ; '..f : u, -,. 1i f t_,.. f ., ,...- ;� �.,.. k s K. u.• , �, t , .. 4 2i ; , ,, , J m > o Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. g P P (VDOT) A EXISTING STORM SEWER _ .. EX. 15 RGf' r r- - _ _ �__ �__ __ z ^.. r.' :., - , �;; . Z J N = 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V5. Design features relating to field g ur g fB 1 construction, regulations, and control or safety of traffic may be to as deemed by VDOT. Any incurred PROP. IS RGP ., «. _ , , •}._.., ; :, - ,+", : _:, �" .•a ;;�==,� � ;1�-:;-� ; 4Y,��'�-••.•�;-;� ��;:._-.'` � ����•..�`,•.,,_ j ,., f . : , :r ._,, , <..:. 1. ( � .� cU o, representative of the developer must be available at all times. subject change necessary additional expense as a result of an field revision will be the responsibility of the developer. Y P Y P PROPOSED STORM SEWER -� G. 1 ,r.; f�, ,- . ,,.. ��,:,; <„ W i o s 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER Dt C a �' Control Devices MUTCD . ( > land use permits for an work on VDOT right-of-way. P Y g Y PROPOSED SANITARY SEWER PROJECT INFORMA TION - ,•, 3 ) < 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE embankment. and held by the engineer and/or developer with the attendance of the contractor, various County PARCEL IDENTIFICATION NO• 64-i(A-)-89A L 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE -T - '� STREET ADDRESS: 1230 MILLWOOD PIKE rl- `» L L M o, 0, 10. than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. All roadside ditches at grades of more than 59� shall be paved with cement concrete to the limits indicated V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE - _ LIMITS TOTAL AREA: 5.363 AC. OF DISTURBANCE: 1.236 AC. CURRENT ZONING: B2 W 'es Q) L � � on the plans and as required at the field inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the PROPOSED GAS LINE CURRENT USEAUTO SALES Li: � 11. All springs shallbe capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE PROPOSED USE: AUTO SALES be minimum 6" diameter and conform to VDOT standard SB-1. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, F.A.R. CALCULATIONS access to other properties affected by this project shall be maintained through construction. The FLOW LINE -...� •••- •••-► 12• Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE�- * * # # LOT AREA=233,612 sf one litter receptacle shall be provided at the construction site. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation TOT. BUILDING AREA= 22,444 sf control devices and measures for proper installation and deficiencies immediately after each rainfall, lest daily during EXISTING POWER POLE {� SETBACKS PROP. BUILDING LOT AREA = 0.10 < 1.0 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to at prolonged rainfall, and weekly when no rainfall event occurs. Y g P g Y entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. Contractor drainage is EXISTING TELEPHONE POLE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free shall ensure adequate achieved and maintained on the site during and FRONT = 50' LANDSCAPED AREA CALCULATIONS condition at all times. at the end of construction. EXISTING WATERLINE W/ TEE T T SIDE REAR = 35' 0' � � _ LANDSCAPED AREA 90,265 sf 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE ® LANDSCAPED .AREA REQUIRED = 15% sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut 36" cover and, when possible, to be installed under roadway drainage facilities. LANDSCAPED AREA PROVIDED = 39% sheets, and connections to existing lines. V12. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE PARKING LOT LANDSCAPED AREAS (BASED ON NEW PARKING) standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. until an adequate design can be determined by the engineer and approved by VDOT. PROPOSED WATER METER ® TOTAL NEW PARKING PERIMETER = 1,240 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT 31 ONE TREE PER 40 '. FT OF PARKING PERIMETER = 31 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER ONE TREE PER EVERY 10 SPACES = prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled PROPOSED REDUCER 40.9=41 REQUIRED utility verification and the proposed construction. as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. STOP SIGN Z 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a HANDICAP RAMP (CG-12) result of his construction project within or contiguous to the existing right-of-way. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDOT CG_12 AND/pg JURIS�ONAL < 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be to Frederick Count Sanitation Authority to issuance of radio and/or site / compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2� of optimum moisture for the full width of any dedicated street STANDARD RAMP CON CTION Al2 PARKING CALCULATIONS ♦/� �D U) provided prior P Y Y P grading PARKING INDICATOR > development permits. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A INDICATES THE NUMBER OF TYPICAL PARKING SPACES EXISTING = 30 Co Q 19. The developer will be responsible for the relocation of an utilities which is required as a result of his P P Y q copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® REVISED TOTAL = 51 E-+ Z � project. The relocation should be done prior to construction. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these and W Z O Z 20. These plans identify the location of all known ravesites. Gravesites shown on this plan will ae protected P Y g P P plans further where determined necessary by VDOT Inspector. NUMBER T ACTt,AL OF SPACES REQUIRED WAS DETERMINED BASED ON CUSTOMER DEMAND, PER AGREEMENT WITH ERIC Z Z pY � in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall HANDICAP PARKING LAWRENCE AT A MEETING ON 1 30 01 • � � U) Ix �, U W W engineer must be notified immediately. meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT O � 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE EXISTING DISPLAY SPACES = 98 W > W markings must be installed by the developer or at VDOT s discretion, by VDOT on an account PROPOSED DISPLAY SPACES = 64 U E-+ � 22. " •� Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed TOTAL DISPLAY = 162 U O a W proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered EXISTING STREET LIGHT H.C. SPACES REQUIRED = 2 W professional engineer and results submitted to Frederick County prior to pavement construction. If aco a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on W geotechnical report has been prepared, it should supersede the requirements in this note. s approved list.. A copy of this list may be obtained from the District Material Section. Cont Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED STREET NAME SIGN + ;Z Z � 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating blasting least two The developer roust provide to the local VDOT office a list of all material sources prior to PROPOSED SANITARY LATERAL CLEANOUTV18. ir or at (2) working days, but not more than ten (10) working days, prior to commencement demolition. Names construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12 ALL OUTDOOR LIGHTING WILL BE DIRECTED AWAY FROM ADJOINING PROPERTIES of excavation or and telephone numbers of the and operators underground utility lines provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices 24. in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. A land disturbance may be obscured. STORM DRAIN STRUCTURE IDENTIFIER O permit shall be obtained from Department of Public Works. An On -Site re -construction P P P V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical meeting shall be held prior to commencing site grading work. spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE Certified Land Disturbance Contractor tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - - present during the construction and testing of the density control strip. 1 Signature EXISTING SPOT ELEVATION TRIP GENERA TION DATA Date V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT s Road + and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 115.1 CLASS USE TRIP RATE USE VPD Name Company specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE'` shall be notified and given the opportunity to be present during the construction and testing of the control strip. r� V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE 15" OAK 15" PINE UTILITY CONTACTS V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE e �1 15" OAK 15" PINE faOAU SIT Water/Sewer: Frederick County Sanitation Authority Phone: Bell -Atlantic P.O. Box 1877 P.O. Box 17398 FCSA CNST UCTIN NOTES' yP-IA �`. � ro Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 11A �yE 1/ L RE►'Ia7I®N SEAL C� ®i'ER SHEET �- Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY. THE AUTHORITY. Project Name: P.O. Box 2400 8-27-01 REVISED PER PLANNING DEPT. COMMENTS Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.TRI-STATE NISSAN MISS UTILITY 1-800-257-7777 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME TH OF �j AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE r Owner: Address, Including Zip Code 707 N. COMMERCE AVE. & Telephone No. UA FIRE MARSHAL'S N®TE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN 0 JA 0 MARLOW INVESTMENTS L.C. FRONT ROYAL, VA 22630 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. `d '�� N .032285 //0�(P/ Eire lane markings and signage: Developer: Address, Including Zip Code & Telephone No. Any 'No Parking" locations '� signs and yellow painted curb will be installed by field inspection at the direction of the Fire Marshall's Office. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: ti. s`s10� 1230 MILLWOOD PIKE I A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING NAL WINCHESTER, VA 22602 STEVE WARD ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX (540) 667-6800 FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. ,� "PT. OF PLANNINGIDEVELOPME�T WINCHESTER, VA 22602 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING AVAILABLE FLOW = AVAILABLE FLOW = (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SHEET 1 COVER SHEET PROFESSIONAL SEAL & SIGNATURE SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SHEET 2 SITE PLAN APPROVED BY THE ZONING ADMINISTRATOR DATE, 4/6/01 S C A L E i N / A DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. SHEET 3 E & S PLAN THESE PLANS ARE IN COUNTY OF FREDERICK STANDARDS AND CONFORMANCE WITH 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 4 DETAIL SHEET ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY !O �l �� DESIGNED BY HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION SHEET 5 PHASING PLAN THE ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. CONSTRUCTION. ZONING ADMINISTRATOR DATE JJT Handicapped parking spaces and aisles shall slope 9• ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 0176 no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. SITE PLAN VALID FOR FIVE 5 YEARS FROM DATE OF APPROVAL. () [SHEET 1 OF 5 141 G 2 U8 5wv EA .. v WIDTH R/W SPEED= 55 M.P.H��O q ` - 1 -- fi .. ® EX. I _ ery E F C-� (N'\/E -FMENT L L G . 's1 �a �a� . k. ���P �� ��� ��_ 6.3 -_-'-- 'S0 _- ;/ Xia3op p154Y �4RE.A (o��e I ��-be — 0. 170 acre / --.. � \ '-- a� — ; e_ [7, SIGN�Dap �� 1 � I D� "1/DOT CONSTRUCTION NOTES ZONE: B � bad''° / � �` ,ANT ro 4 _ _� )3RL a�. \ 1 I. A DOUBLE LINE OF CONDUITS 15 IN PLACE NEAR s �1USE. VAC GG �- '� ~� SOUTH 51DE OF DI 5TRUGTURE #I. GARB SHOULD ab. \ # 1 r BE EXERCISED NOT TO DAMAGE THE CONDUITS. L Y RE �p 1 �'�;. 2. INSTALLATION OF THE NEW 15" CULVERT INTO THE EXISTING DI 5TRUGTURE #1 5HOULD BE ACGOMPLI5HED WITHOUT EXCE551VE DAMAGE TO .U -••, "�* / � ® " ~- I STRUCTURE WALLS AT RISK OF BEING LIABLE TO REPLACE ENTIRE 5TRUCTURE. EX 605TOMEEi3 - �► / '� / 1 ia+ 1 I / 'ARK I NG� V o 1 _ .J V `niy1 -Too 4 �T/G baa�+ aa� _ \ 5 T IC, NINC AR \o / I 0oo �T/G Acree ° 4 1E. DISPLAY RE 0 � 116 T/C H.G. 701.3 k7 \ \ 6"CONG. v B ARKING f \ b� t \ \ _ _ l r . • o MEDIAN +p SIGN / p 00 \ pAOO x EX. DI-3B i�IM=6�q.�i2' 1NV.- 675.�4' �n / 1 9,0 GU R0 a,f (1fYP.) ST R05NIDER LAND �.= *-= �,- - <� '� 1 N � I � / ! /I i �' � � � 1 X. S�'' AL� D I F'L ` ,� � �' ° _s �: I 64 ((.>�'� L� i �,}-I� � W11__ �c.N L 0r'-� / / / a -- t (: �., 4 I I-7gf3/300 Lu D ARK�N Lj0T/E AN ON O EK BR I GK BU I LD I N6AD 1 \ ba8.62 3 a 0 0 cu co Ln cl 3 cl- cn Lo w cn z Q J d Cc w w Z Z w cr- 0 3 LD Lo 0 2. i q Acres ZONE: E.2 USE: VAGANT I _— V _— NOTE: MATCH EX. PAVEMENT 5ECTION EXISTING UNDERGROUND ELECTRIC, 15 APPROXIMATE. CONTRACTOR TO FIELD VERIFY. 30 15 0 30 60 SCALE: 1" = 30' Z W W Z Z W c\) O ro to co cQ c � tko ui O W 0 0 �� Hw o� /elN w ai 7f 5,Z,TH OF pf No.032285 ti "I0NAL � Z � Q cf) Q� z Z z �z a W <4 0, wo 0 Ocoa � U Q W � x DATE: 4/06/01 SCALE: 1"=30' DESIGNED BY: JJT FILE NO. 0176 SHEET Q OF 5 U 3 Q O O C1J CO Ci O U7 lf') O CD 0 0) 3 0 c!') w i cO 0 w En z a J O_ z H cz w w z z w u) o= 0 0 3 Lc 0 ml (� i ESTMENTS q 55/ 12 4 0.-MO Ac.re5 ZONE: E32 'USE: VAGANT / /x EX. JST0M?`_ LIMITS OF, , �` Rl <lNG/ x �' D15TUOBANGE �' 00 BE 1\00 SON L i N D A N LY �EXAN , Q4RKl� "ANT E FLAY IMI 5 OF q6.5 J DI RE I \ „ I I5 RBokNG i �/ ' k k f --' _ �.. y R I F R ^w'� � � � ��' Z'�i� O r SQ}g x x r- '�64M/I 2 x 02111 O b 2 x -47 .���-� 1 x q. 5,0 a A x AGY'e5 x 'x�CA x \ \ ON'E: 2\ x )NE: M.2' I U E : VAGAN' VAGAx ' x / Q SYM. BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY Acer SUGAR 12 0 socchrum MAPLE 2" GAL BRADFORD 2" GAL 17 ® PEAR Zelkovo JAPANE5E ZELKOVA 2" GAL 12 serroto EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT THE PROJECT 15 LOCATED AT THE EXISTING G.W. MOTORS SITE. TH15 SITE 15 CURRENTLY OPERATED A5 AN AUTO SALES DEALERSHIP. THIS SITE PLAN PROPOSES THE CONSTRUCTION OF TWO DISPLAY AREAS, PARKING LOT I — EXPANSION, AND 5TORMWATER CONTROLS. THE TOTAL PROPERTY CONSISTS OF ABOUT 5 ACRES OF WHIGH APPROXIMATELY I ACRE WILL BE DISTURBED FOR THE CONSTRUCTION OF THESE IMPROVEMENTS."N a i � EXISTINGG 51TE CONDITIONS ro ,r1l h a G.W. MOTORS CURRENTLY OCCUPIES THE SITE. A MAJORITY OF THE PROPOSED PROJECT AREA IS OPEN AND �• GRASS -COVERED. THE NORTHERN PORTION OF THE SITE DRAINS TO ROUTE 50. THE SOUTHERN PORTION DRAINS r j TO THE ADJACENT PROPERTY. ri ADJACENT PROPERTY THE 51TE IS BOUNDED BY B2-ZONED PROPERTY TO THE SOUTH, EAST, AND WEST, AND ROUTE 50 TO THE NORTH. ER05ION AND SEDIMENT CONTROL MEASURES UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ER05ION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM 5TANDAR05 AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VE50H). Z O STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE SHALL BE PROVIDED ON SITE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. W SILT FENCE SHALL BE INSTALLED AS 5HOWN ON THE PLANS TO REDUCE ER0510N ACROSS THE SITE. a CHECK DAMS SHALL BE INSTALLED ONCE DITCHES HAVE BEEN CONSTRUCTED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY 501 L STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED F TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS. Q TOPSOIL THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VE6ETATICN IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR 5TRAN FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. MANAGEMENT 5TRATEGIE5 CONSTRUCTION SHALL BE 5EGUENGED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE GLEANED UP AND REMOVED. DEVICES L15TED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHA51N6 OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDINGG TO THE STANDARDS IN THE VE56H. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY 5PREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 15 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND GLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT 5EEDIN6 IMMEDIATELY FOLLOWING FINAL GRADING. 5EEDIN6 SHALL BE DONE AGGORD I NG TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VE5GH. EROSION/5ED I MENT GONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 ©E TEMPORARY GRAVEL GONSTRUGTION ENTRANCE 3.05 O x9 —X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.041 ® TEMPORARY DIVERSION DIKE 3.10� TEMPORARY FILL DIVERSION 3.12 ® �.�..`� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.16 ® ® OUTLET PROTECTION 320 ® —, —, -- CHECK DAMS 3.33 ® --�-- SODDING 3 Jb O 0-0--0 TREE PROTECTION LIMIT'S OF CLEARING t 6RADIN6 ORAINA6E DIVIDES CRITICAL SLOPE - CRITICAL. SLOPE TO BE SEEDED, MILGHED AND TACKED WITHIN 14 DAYS AFTER START OF 6RADIN6, OR SODDED AND PE66M WITHIN 14 DAYS AFTER START 30 15 0 30 SCALE: I" = 30' 0 Z W W Z CD Z W W 0 m CQ In co It a Q co ' i W b «� go Wca 0 U TH OF art S MAS ' No.032285 o 171, i ANAL _ � U � U Cf) E U)> Z Z 0 �4 E--4 -t4z O� Liu � w0 4O a .0 ON Z I� 44 60 1 DATE: 4/06/01 SCALE: 1"=30' DESIGNED BY. JJT FILE NO. 0176 SHEET 3 OF 5 U cn cn w 0 0 L[7 v 0 n CD (n W 3 0 w 0 I 0 i w cn cc Q J D_ Z w w Z H rD z w L- c) 3t 1' CD t` CD tL- O R 0 CK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: FM (Off (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW 2-10 ACRES OF DRAINAGE AREA: FM (01E VDOT #1 COARSE AGGREGATE FLOW SOURCE: VA. DSWC WEIR DETAIL N.T.S. CLASS I RIPRAP PLATE. 3.20-1 2'R the bottom of the aurb and ,Totter may be oorWuotW varalld to In dope of subbase oames provided a n-Ar& wm depth of Y Is mabrtaknd. This aria mayb. eano.te at the option d Un contractor For use rM eteb� dnabwge Oyer, the bottom d�'tM ante and gutter mbcd be oorstructsd parallel This curb may be used when and the mope of eu- - courses Aedgn epmed N b MPH or teem and to the depth of the pwanerlt. on flwd highr�+ and 46 MPH ar I mm In dmvsloped rrbm t suburban areas. If tlnw do speeds are exceeded smndord �C-7 Is required. Hof.: Com6Yratlon curb 3 gutter having a ro&n of 300' or law (along fow of curb) shill be pold for as radial oom wUm curb i gutter. This Item may be precast - oast In poos. Cenorste to be Cow Ai I aaet In plow, 4000PSI I precast S-ECFIGkTKM I COMBINATION 6" CURB & GUTTER 1os 302 ARGINIA DEPARTMENT OF 'TRANSPORTATION 1.03 �-- PAVEMENT --�� 2' CURB CUT A a T* 1 -a-VDOT SPEC. 414.03, CL. I, TYPE A TYPE 15CUPPER DETAIL NOT TO SCALE 10' TOP= 700.5 6G0 6G0 700.0 GRASS LINING 2 68 (555 705 E , l I i 680 680 { SLOTTED 12" PVC, STANDPIPE (2) I 1 INV.=6Q8.5 TOP=700.5 700 fI _ _.. __.1Q.:._WEIi..® 700.0 (I i 11 2:1 MAX TEMPORARY j 675 675 I 5ED. TRAP ( I 2- 16' 12" PVG ®0.55� 3 GLA55 A -I RIP RAP 1 EC,-3 LINING ii Q li j O z O 1 O z Z ry �jr...... _ - ! -- +- 0+00 l I 5TORM POND PROFILE SGALE: HORIZ: I"=20' VERT: I"=2' STORM PROFILE 1-2 SGALE: HORIZ: 1"=30' VERT: I"=3' TEMPORARY SEDIMENT TRAP 1' VARIABLE# ORIGINAL VARIABLE # GROUND ELEV. 1.0' 67 CU. YD./ACRE # \ r, VARIABLE N � 67 CU. YD./ACRE--/ \ 4' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. ## *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) 6 X DRAINAGE AREA / (IN AC_) DIVERSION DIKE / COARSE AGGREGATE EXCAVATED AREA FILTER CLOTH / **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 SEDIMENT TRAP DRAINAGE AREA AC REQ'D STORAGE, 137 CY/AC CY REQ'D STORAGE CF AVAIL. STORAGE CF CONTROL STRUCTURE A 1.42 194.54 5252.58 2700 1.5' HIGH STONE BERM SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED ENCASE WIRE AROUND TRINCK IN BLACK RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL GUY WIRE 412 GAUGE 2' DOUBLE SHREDDED HARDWOOD 3' SOIL SAUCER 3 STAKES BACKFILL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTIW-3 DETAIL-- EVERGREEN TREES (NOT TO SCALE) RUBBER HOSE GUY WIRE M2 GAUGE TUR?4DUCKLE TREE WRAP WITH a % OVERLAP FLAGGING TAPE ON EACH WIRE 2' DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER PLACE TOP 1/8"OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER TIMI (NOT TO SCALE) CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. /r FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. -- ' III I- FLOW 1- Thin II " ill --- EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE SOURCE: Adapted from Installation of Stray and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherwood & Wyant SEEDING NOTES: 1. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4". 2. PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE OF 92 LBS. PER 1000 S.F. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE)_ 4. SEED MIX SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33% ANNUAL RYE APPLIED AT THE RATE OF 120 LBS. PER ACRE. 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 35M LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. VIGINIT'I' MAF 1t15 4 17o t.,g ti Ne;. ° p r 7 ,.s y�� d� t49 1 two ts7 6 �0 Z 70 147140 list 15,g 5 7t5o 1�1 t55 1 +e `O' a ' Q e 4 5 s� 9,> rJ a ,�► '0 O 100 y� 7 ry 7 89A 00� �� coS 700e fe/0 89 OG TM 64 C9 Z r' cc W W Z Z Wcv o to CO CO C cv co Millic0 0 � I 0 Zx � ' I In cv W o LLJ � 0, to CD U to � ) •.�+ Q) ri1 V b ey W rn w O v z 0 5z W Q a� 0 W § TH o4 Gr JAMAS 9 No.032285 O ti S`s110NALyCs DATE: 4/06/01 SCALE: 1"= 30' DESIGNED BY: JJT FILE NO. 0176 SHEET 4 OF 5 ON D GAP US 50M E,BL v WIDTH R/w 0�SPEED= 55 M.P.H �� `�DK * • , • 'INV.=6T ` k ` # Ao EEG- iN\�EJ f MEN TS LL-G. ksa\I 61V YI P 0 � x k " 300 fix. D15 11\ �, �4 �� o. x� - - --- --- r0 G��i ��_ fir 5��>~x. st>v a 2 o ZON �2/J x� o \gip 3a - � JI / 9A 1 l -, ` oo UVACANT ANT - 4 �� : 7U�6 T4- x I J 701.3 T/G i- H.G. - I `• �P U - ARK I N6 n �-- 6 GONG. a\�I6N Val \ /� �r 'o m MEDIAN '� + - - 2p a� fop + 3p t , / I / 0 in 01,711 / 0 10 f --� - ,- /V + \ Nall elo p,� ` p p��0 ` I /a�i TiG GUr2 - C� iYP.) + �p �p / � f ! 5 , G 2.4.a' _ b. tea`• �� �, 'i / `� i I � ! F LE -- C HE R Nit _.. ��; ;1� � 1-. �sL� � Val / f k �' - X. Sl~' AL I� I f L Y Ad �.04�1 x OT =�A!gN � EX. BRIGK 3UILDINC00! r�� � ZONE: �? � � � ---�- � +;� I c-��JT = III � USE: / ,ANT r � k k d �j h4 12p 77 a / lk k � i t i -702.0 ri a k roo. r - 4x IQ�16 x ..----- x �""•x SEE DETA! L ` k _.. .......- ..-- 7 RIP R�P rR 1-- D ` '- iR1C, T O I Y. I M E L...- 4. X I 502/l�2 k x ��� .0,00 AGre.5 �k�� k\ L O N E: f. 2 / x USA-: VAS --.ANT k I x k 1 k k .S8 6-18.6,2 p2 10\ I 01.28 T O.-_ J -- 701.87 T/, l •- k k 5NMP_ ` r 1 x k 0' HEIR @ O rx it , RED VAGANt EX. Di-38 RIM=67q.g2' INV. 675.24' P — _ "VDOT GON5TRU6TiON NOTES" I. A DOUBLE LINE OF CONDUITS IS IN PLACE NEAP? SOUTH SIDE OF DI 5TR.UGTURE #I. GARS SHOULD BE EXERCISED NOT TO DAMAGE THE GONDUIT5. INSTALLATION OF THE NEN 15" GUL VFRT INTO E E:XI5TINC; DI 5TRUCTURE I. 5HOUl L) BE A LiSHED NITHOUT EXCIE-551VE DAMAGE TO )-tK-GE ORE NALL5 AT RISK OF BEINl5 LIABLE1-0 ENTIRE STRUCTURE. i STRDSNIDER LAND 64((A))0,2 7G,3/300 2.7a AGros ZONE: E32 USE: VAGANT I 1 m .9 I 1 I 0 z cc W W z 0 z W cQ O CO N to � III a ��co cQm ' co in Oro Zx to 1�4 5 °' �� W Q � O W �, 0 4Lo a Hw z 0 5 w Ix H A ''QH OF �f a � N .032285 I0NAL m Z a cl) > Q z — Z o a� �z a z �o .M� a p� 1-4 W co WW C DATE: 4/06/01 SCALE: 1"=30' DESIGNED BY. JJT FILE NO. 0176 SHEET 5 OF 5