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Home My WebLink About53-01 Handy Mart No. 18 - Stonewall - Backfile3 cn U I :D LD m cu 0 I ra o. c c 01 C ILI C CD X X LLJ L N 41 C N U X C_ I :O M v� 1� u ..�..__._A_._.....,_......�,.--._...,..--.,.-...� -..._. .��._ - - -- ._. ..�. ..� s�iri&t'zcu.me�mtT.s:-.-,.•^�s:.naxa^�m�u..._.^-. ..x x.:.a �*satv,33:eni�slw ,...#Y. e: - .... st�srs_r_s+ r. _.s&t GENERAL NOTES VDOT CENERAL NOTES LEGEND VICINITY MAP V1. All work on this project shall conform to the latest editions of the Virginia Department of 1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR SCALE 1 "= 500Ir 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 - Ir event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 330/�i_ 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. / must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 / LU relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT EX� �- Y Z Control Handbook. Contractor is to obtain grading permit and hold an on -site pre -construction meeting. Health Administration and VOSH Rules and Regulations. PROP E/P PROPOSED EDGE OF PAVEMENT 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall _ EX, G16 !� ` f / /� SITE (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER -`� �i ( Sly traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G i Chi of 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is CD Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER 10 required under State law. �-7-6 C,-bR i �-� s ? f OD V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R /- 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held r d traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T T j 6 L `0 0 responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. i ��,, r r j o 0% Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 1511 Pf1P �f �` �'� r = 'Icv and control or safety of traffic may EXISTING STORM SEWER �, ' Z uO 6. Ana roved set of Tans and all applicable permits must be available at the construction site. Also, a V5. Design features relating to field construction, regulations, Y Y PROP. 15" RGI' �` = PP P pp P be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of �. �.. W >, i representative of the developer must be available at all times. PROPOSED STORM SEWER � � � A � o P P any field revision will be the responsibility of the developer. W � � s° � 7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic EXISTING SANITARY SEWER n g g V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT 3 u v x Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION 3 ,j� 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 P- embankment. and held by the engineer and/or developer with the attendance of the contractor, various County LA kA : agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE SITE LOCATION NORTH SIDE OF ROUTE 522 L L 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California �, 0 EX STREET ADDRESS : NONE Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed 10 o, V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE _ for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. o� L course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE NEW STREET ADDRESS w N vo Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the PARCEL IDENTIFICATION NO.: 42-A-IgBK adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE support values of the soils in the subgrade. Final pavement design shall be submitted during construction SITE AREA : 1.0146 AG (46,810 S.F.) accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE • - -®- - - -$- DISTURBED AREA : 1.0746 AG (46,810 S.F) 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE # X X- XX- - CURRENT ZONING B-2 Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE CURRENT USE VACANT 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. PROPOSED USE : GAS STATION AND GONVENIENGE MARKET be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 3►' 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE +` `{"T , SIGNS: ALL SIGNAGE, BLD6. MOUNTED 4 FREESTANDING, one litter receptacle shall be provided at the construction site. Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE �+ 1311 SHALL REQUIRE A PERMIT COMPLY W/ ZONING 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT W ON ADJOINERS AND RIGHT-OF-AYS whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXETING WATER VALVE BUILDING SETBACKS: REQUIRED: FRONT: 50' PROPOSED: FRONT: 126.2' until an adequate design can be determined by the engineer and approved by VDOT. SIDE: NONE SIDE: 5.0' 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER ® REAR: NONE SIDE: 151.2' V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT A sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER ' OPEN SPACE CALCULATIONS REAR: 18.36'Go sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER ♦o �' are submitted to private laboratories for testing, the samples shall be clearly identified and labeled - 46,810 S.F. F.A.R. CALCULATIONS U 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current -� TOTAL LOT AREA= �.., as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN � standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 15% OPEN SPADE REQUIRED= 1022 S.F. LOT AREA = 46,510 S.F. ►--� according to all applicable VDOT standards. HANDICAP RAMP (CG-12) - `� E-+ Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT OPEN SPACE PROVIDED= -1,022 S.F. BUILDING = 5,822 S.F. Y) ,.., trenches shall be ewer tr f kfill d boutility/storm sen l ianac t f b b fill d All roadway , base, subsurface material p contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14.�� 1,022/46,810= 15.0% OPEN SPACE 5,822 S.F. / 46,810 = 0.12 F.A.R. � Q prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing 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 PARKING INDICATOR Al2 MINIMUM OF 344 S.F. LANDSCAPE AREA REQUIRED ADJACENT PATIO AREAutility verification and the proposed construction.H 04 W 14 > right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES A tion ifi e S VDOT Road and Bridge th d i i e d a hall be conduct t dagency ses required n e gSpecifications. independent 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a in ® PARKING CALCULATIONS W � E' �, C4 result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION W W W E4 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and REQUIRED PROVIDED U E-4 Z must be provided to Frederick Count Sanitation Authority prior to issuance of radio and/or site further where determined necessary by VDOT Inspector. CO � P y y P grading HANDICAP PARTING � -RETAIL USE = I/200 S.F. TOTAL PROPOSED: 29 SPACES � � �C W p development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall 5,822 S.F.= 21 SPACES H.G. SPACES REQUIRED: 2 SPACES (25-50 TOTAL) WM W O U 19. The developer will be responsible for the relocation of an utilities which is required as a >sult of his meet VDOT minimum design standards and is the responsibility of the developer. PER DAY COUNT 100 � P P Y q � TOTAL REQUIRED= 261 SPACES H.G. 5PAGE5 PROPOSED: 2 SPACES E-4 x project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE markings must be installed by the developer or at VDOT's discretion, by VDOT on an account E- 1-4 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected d in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis., Stop signs shall be thirty (30) inches tall with high intensity sheeting. The /� n engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT �r� RE�PON51 BLE LAN[) 15TURBL[ R ® Q a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on W W 21. The contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. P g Y Y g g Contact the local VDOT Residency Office with an questions regarding sin material and placement. PROPOSED STREET NAME SIGN + NAME: �- t+ W COAJSTP_JCi1bM Z X at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Y Y q g g g P � � PROPOSED SANITARY LATERAL CLEANOUT GERTIFIGATTON # ° to3 Q 0 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to i� proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SCARY MANHOLE IDENTIFIER 1z T provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices DATE: 2I510Z- i professional engineer and results submitted to Frederick County prior to pavement construction. If a may be obscured. CDK)-IAC-r; R1cv- 6CAT-('Y geotechnical report has been prepared, it should supersede the requirements in this note. STORM DRAIN STRUCTURE MENTIFIER 6 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical THE RE5PON5113LE LAND D15TURBER or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement spreader. Density will be determined using the density control strip as specified in VDOT's Road andFOR Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE 15 THE PARTY RE5PON51 BLE EASEMENT of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to GARRIN6 OUT THE LAND D15TURBIN6 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERUNE present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 12.0 ACTIVITY A5 5ET FORTH IN THE PLANS. 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 3 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. D TION DA A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LIME ^� - -`-^'` �'�'''`" �~ ``" TA UTILITY CONTA CTS controlshall eerr P TRIP GENET L1Y fied and given the opportunity to be present during the construction and testing of the EXISTING TREE ! } 15 CAI: 15' PINE TRIP RATE PER �, ��, CLASS USE PUMPING STATION NUMBER OF PUMPS VPD V21. Approval of these plans shall expire three (3) years from the date of the approval letter. y 002 Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. r^ 645 GASOLINE SERVICE P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE I�PJ 15° OAK 162.78 20 ��,p,C Winchester, VA. 22604 Winchester, VA 22604 ®' 15" PINE (PAGE 1465) ST�OTION f'111 TH 3,25 Er�p P[AN NSWV O (540) 868-1061 (540) 869-1111 Fly rJA (� ®NUJ TRU (r TI®N N®T GONYEIdIENGE MARKET ES Power: Allegheny Power Phone: Bell -Atlantic P.O. Box 1458 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES Baltimore, MD Hagerstown, MD 21741 P.O. Box , MD 21297 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION SEAL C®VER SIIEET 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 0I-28-02 rev]51onS per county planningand public works Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S HANDY MART N � .18 A T T R E X CENTER INSPECTOR. 02-161-02 revisions per planning comments 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF LTH O MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME (MICHAE Owner: Address, Including Zip Code & Telephone No. 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 TAT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 2150 SOUTH LOUDON ST. FIRE MARSHALS NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN S STI Y H.N. FUNKHOUSER WINCHESTER, VA PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX 7 Og�D�i(540) 662-0388 Fire lane markings and signage: ASSEMBLY INSTALLED CORRECTLY. IC NSSE No. Developer: Address, Including Zip Code & Telephone No. Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:031162 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 ENGINEERINGjO� SAME SAME ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX NAL 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: 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. WINCHESTER, VA 22602 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING 540 COVER SHEET SHEET I 2-4185 AVAILABLE FLOW = AVAILABLE FLOW = ( ) 66__ r 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SITE PLAN SHEET 2 PROFESSIONAL SEAL &SIGNATURE SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. CsRAD ING PLAN SWEET 3 APPROVAL AP OV EU DATE: NOVEMBER 2001 �- B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE PROFILES AND DETAILS SHEET 4 THESE PLANS ARE IN CONFORMANCE WITH a 2- DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS AI COMPLETED. EROSION CONTROL PLAN SHEET 5 COUNTY OF FREDERICK STANDARDS AND ALE: WA LANDSCAPE PLAN SHEET 6 ORDINANCES. ANY DEVIATION OR CHANGE 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. IN THESE PLANS SHALL BE APPROVED BYG✓ DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO DLF ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. ZONING ADMINISTRATOR DATE REMOTE READOUT IS REQUIRED. Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A PLANS ARE VALID FOR A PERIOD OF FIVE(5) YEARS AFTER APPROVAL DATE JOB NO. 2856 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. SHEET I OF 6 FM '71 LLI CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 111.00' 50.46' 50.02' S 69*07'53" E 26*02'39" C2 139.00' 86.72' 85.32' N 73*58'55" W 35'44'44" C3 211.00' 1 36.48' 36.44' 1 S 83* 11'31 " W 09*54'23" D-- F- �-A M: Lf) cn cu cu 3 '0 cl (n (.0 Ln OD Cu CD cz> 4� aj U3 Cl 0) CD W 01 r- (D X X LLJ L- (D 4� C-) x Cu c- I LJO Lc-) co c"i u) LL- in C) �\ / a \ Lu \\ ° -3C z L-101 LLJ\`: \ \ \\ '\ �` cV u') INV IN=8O9-2E� CC) v IN=W9ZO cV I OUT W850 cvl M 00 0 w cQ PROF. F.H. CD NOTE: DEVELOPER TO COORDINATE FINAL 51TE BY OTHERS) ,u I Cb \ \ PAVING WITH FINAL 5URFACE COURSE OF PROP. WATER SERVJ' EX. to C\l TREX CENTER ACCE55 ROAD WITH SPACE, L.L.C. CONNECTI l9w (BY LLJ WATE AIN a 21) A to " * a\33 (D -4 -1 (5- LO 0 E- rz4 PROP. w w $PACE, 1-1-C Xw ti i JN/F - 3 \. / � (By 9THE!R-S) CG - 12 ZONED. a -l? cn Rz 12-5 91 USE:\?L �� \ v VACANT 7' 771- 4,?-((A,))-1-0M �4 IL4 V) w 0 % IC9 Is, s! A ti. '- n\ ,�` 4► �0 A 1/211 /MIS Ns THERS) 'y E5-1 ro EX, 20' WATERLINE NE E5MT. (BY �l 0 it \INV 0 1411 TYPE "K11 En F=ARGEL 4 qw0/ vo oe6 -13 1\ -I " e -& R WATER \\ %09 y-, (s, %:5) 2.00143 ACRES e) -71 1 L9 SERVICE \\ cn TREx d =NTER-Access, 6Ac)/� \ , (PRIVATE ROAD DESIGNED BY OTHERS) i i \ / �. \ -- i I �\ \ Q, Lu z A D INAGE EA5E'M4NT 0 EX 21'ACCE56 ESMT- 1 STORY RETAIL BUILDINGOTHERS \ \ ul $ V BUILDING HEIGHT= 32' z i i \\ \� J-5Y OTHERS 1\9,I PROP. E.P. _ s \ ui l BUILDING AREA 5,822 SF a' i \ p (L d) -Rzl2B SIDF W&K•0 (W/L CONNECTION '401 PATIO AREA rFROP. C/O IN EX 4" SANITARY LATERAL BY SPACE L.L.C.) - i;� N=801.10 %� " `..� ` R PLANTING AREA T W110 X�\ \ - cn (MINIMUM 344 SF) 13 Q 12'x30' CONIC. DUMPSTER PAC) (SWOUN 4% SF) I ILLI I I (W1 FENCE AND GATE) 0 r/Ad ENTRY i i \ \ L \ IQ i E 'A A .4 CG-12 A�F H.C. SfGNS (i � 'e \ A A \ ,NED: B-? a �" . •` .' a C. IDEWALK !>�'�._- ��._�3. — �'��, '{,� $E• Cl-�lh.�f'o w� �0 -��' s� . ;; III E5- Ml;4 Rllt`1=3'15,95 )0//V 42,e- /9 7 INV 5.10 � \� � NIF\ 'z 125' BAN< CF CLAR< CaNrY _ g I f ZA'NED: B-? / Ex /Ex- \\ \\ � MIICHAE�. j STICKLE 2� \14 MZE No. 031162 C% EX15TING 2' \� \ IONAL `' \ CHURCH (APPROVED ON PLANS I LED MANK OF CLARKE CQJNTY NIF FF, 821.49 (!2x) \\ \ cn PREPARED BY CLIFF 4 ASSOCIATES, INAUGU5T rl) 5PA CE, I- PROVIDE CONC. 7011 Iscl > - S PAD UNDER \, �\ U$E, EA6 CANOPY 4 Js 22' i� �\ \ A \0 .,: . . . . & A. R=31 \ \ NA641�6 rOV DO NO b.: 4 - CCR � `\ ENTER SJ(W IcOR.4 r/OV • A— 00 E- LIGHT POLE (TYP.) CONCRETE PAC) INGRESS/EGRESS 4r -sROUND UE67ERV STEER W0 UNDEW- STORAGE EASEMENT �' �y EASEMENT TANKS (BY OTHERS) L=&' z DI-3 U) 6 rEAK14C05E • CANOPY LIGHTING t AREA TOP= 10\ � ~ (Y., .00 FP cq L ZONED, a - 2 (,0 E REMOVED) INV 0 T - W530 INV OUT= 80. Top INV U66 VACANT \4� 520 IN 10'00 z CUT SINGLE POLE SIGN z �4 INV P/N 42-A-Cl W/VDOIT CL I RIPRA Rz.3' 0 8Z4,66 6U CG-11 ENTRANC EMPLOYEE Z E- -4 >: NIF 221O PARKINGO / i I z Z 6 PA CE, L 14. C. RI W WE- 0E. IIA CG 6 U E--4 Z B-2 E5-1 U) �D !NV IN=WI.20 0 DITCH (11*51R) 1-00% E--4 O 0 1-� X.\ E- 0 EX. 2 INGRESS/EGRESS R-2 X R----25 E- EASEMENT .24" CMF J -:4 1-4 GfR 4 7:7 521.55 ZVI— GRATE=82030 INV.= 51111 z 04 -11 ENTRANCE EX. CURB CURB TO BE REMOVE C� O CLASCROSS-SLOPE TO REMAIN CONSTANT WITH MEN� SECTION (APPROVED ON PLANS TITLED "BANK Or �<E COUNTY MATCH EXISTING PAVE PREPARED BY CLIFFORD 4 ASSOCIATES IN AUGUST 2001) M EXISTING PAVEMENT N.S.L. U. S. ROUTE 522 NORTH FREDERIM PACE (VARIABLE WIDTH RAW) SPEED LIMIT 45 M.P.H. INV.=81102 E5-1 INV !N=805,52 24" RCP e 2.121. DI-1 RIM=501JO INV IN=804,15 INV OUT --W4.115 X. EX- 24" R DATE: November 2001 SCALE: - 1"=20' DESIGNED BY: dIf 20 0 20 40 FILE NO. 2856 MEMENi SCALE- Vt 20i SHEET 2 OF 6 I Loll Ln 0 O CV 0 01 3 Cu UD 01) CD 0 n 01 CD CD w 0 x x w CD CD x L LLD L-1 00 a, 0 X CD X X ui W tl o Z 1 \�,1 LuCM CO CO 04 It v A v j wcc) v Iclle m w o \ j \ W �S VO \ r \ \ \ \ g2? LLJ 0-0 °' LO ` \ \ N \ otio 0 2.00 4-3d 4CRE5 2 20 \ 11 \ \ ,. LU \ � I o `;� _ 6 !t -�'\%\ � "'-'' ,' FFE 022.00 — •. 4' Q 22 - 21 II 1 - to 1 00 � \, I �• \ ��. _eL o 0 0 � OC ii - ,,- 826 22 -1 22� %C Z CONTRACTOR TO 22 21 MAINTAIN POSITIVE I PROP. cio EX. 4 SANITARY LATERAL i �� 232 ¢ 22 :. DRAINAGE AWAY 22 22� .. BUILDING IN PATI N w I w \ 1 O \ \ E-+ d 0 �av A �► - 0 �n O \ ,A e. e' I ' .� $ a ENTRY 6 AL TH a 22- 21 21� 21 21g ' / i I``j c.� MICHA S. C Y 1 DZ LIC N No. ,,\ 201 q I 212 031162 AL \ 21 4 j \ • \1 �, '1 \ 52 % CONTRACTOR TO MAINTAIN P051TIVE 10 I Q 6 DRAINAGE AWAY FROM PUMPS \\ o 2 ---+ . 204 \ 00 ° \ 21t --- 5m BRL ;:' ,.:,.. �• ,. Iq� exalt I / �� Z _`24 a - 82� Q 25" `�. I� '.-=�,::' e . "° `. I e xa I Q f _,.- ,;� Z w EX. ��?� _a,� 24-' ` \ \ �a -�' '- , . •; :s ,.. ... • ,. 18 I a 8 I Q� _r r- / \ 211 �21 EX. � \`1 j\\ \� .203 a� a a�t3 •' a : `� J .. /\� — Z Q ?C W p \23EX � �� _- Q Q I`�4 8�8 exalt --T i \ v E- ----- EX y\\ ---- ram,.-.... _--__._ 9 / - - ._ ..- _.. '.'.. •..^.+ ♦ 4 812 I. alp p (� \\ ` j _ -- 44.r ywy.Vw. w..•..•.' r.wy,,,, w+.'A, -71 ,\ -1` '_, -..,.1 '.+_. .+..- ~ \`. __� J f_ O - 23 SLO TO REMAIN CONSTANT WITH EXISTING P7EMENT N.S.L. U., . ROUTE 522 - NORTH r-REPERI�k PIKE \ (VARIABLE WIDTH R/W) f SPEED LIMIT 45 M.P.N. DATE: November 2001 SCALE 1" 20' • • - 'fir •• • __ . __ - - _,_._ - ~ - - - _ _ - - wj " J • I j I • _ _ , ` , _ _ j _ _ j j jj _ _.. - - - j DESIGNED BY: - dlf FILE NO. - 2856 - • 20 40' f • - --" l - '` `' --'-- $GALE: 1" = 20 SHEET 3 OF ' 6 w __ C7 ti 0 O CD 0 CD 3 7D O Cr in 03 i a� u) C a o, c L N N C 07 c w c 0 X w L a> W X CU CID Ln m C, a CD u= 0 OAF -SITE DRAINAGE ARE SCALE: I"= 100' GHEMATI 9).92 ,OGRES i t} AW % � argue erran,�.� 4.12 AC1�E8/ DRAINAGE AREAD M 5') — DETERMINEFRO ROUTS PRO.JEGT ENGINEER FIELD V151T. ;� _ �--- •( - --- ,' Nil 825 515 805 7G5 7q0 m 11111MA Nil r� rv� +per+ rnv,e.arr,W_ COow FdI" ;, I a� c Install 12" of 21-B 0 behind curb and cover with 3" of topsoil and (Match grade gross seed .�--'�'� CG-7 J o I E See Entrance / '1 xisting �� Pavement Section Taper lane 0 E Above v •- o -n VDOT Field Inspector ++lc4 will approve CG-11 entrance before construction NORTHBOUND ROUTE 522 Half Typical Section Not to Scale q+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 850 825 820 515 810 i• Soo 7G5 - 7q0 ONSITE TYPIGAL PAVEMENT SECTION NOT TO SCALE PAVEMENT SECTION — 1.5' 5M-12.5AD SURFACE COUR5E 3' BM-25.0 BASE C49UR5E 5" 5UBBA5E VDOT STD. 6R-21A COMPACTED 5UBGRADE (GOMPAGTEI7 TO 615% DEN5ITY AT OPTIMUM M015TLRE CONTENT VDOT VTM-I METHOD) PAVEMENT DE516N BASED ON A 5U156RADE CBBR DE516N VALUE OF 6. 501L TEST OF THE 5UBGRA1?E MUST 5UBMITTE0 FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT 5EGTION THIGKNE55 PRIOR TO GON5TRUGTION. PWMEGT ROUTE II TAPER PAVEMENT DESIGN EXISTING PAVEMENT 15 TO BE MATCHED 50 LONG A5 IT MEETS THE MINIMUM PAVEMENT DESIGN FOR AADT OF4218. 501E TEST RESULTS OF THE SUBGRADE MUST BE SUBMITTED TO DESIGN ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT 5EGTION THICKNESS PRIOR TO CONSTRUCTION. WIRE MESH REINFORGIN& V.D.O.T. ROAD AND BRIDGE 5TANDARD5 5EGTION 501.04 GLASS A-3 CONCRETE 6" BASE 21-A COMPACTED 5UB6RADE (COMPACTED TO q5% DENSITY AT OPTIMUM M015TURE CONTENT, VOOT BTM-I METHOD) TRASH DUMPSTER PAD (NOT TO SCALE) EXPANSION JOINT FL05H GRADE TO MEET PLAZA OR SIDEWALK ADA 5TANDARD5 A5PHALT PVMT. I � 4.• \ G ♦ Ir_b. ; . :4 a =11 SUBBA5E —1 i►=1 11=1 I I I I (- COMPACTED 50136RADE (95% DENSITY) G6-&R DEPRE55ED GURB DETAIL (NOT TO 5GALE) NOTE5: THICKNE-55 OF 5055A5E 15 THE SAME A5 THE REMAINING PAVEMENT 5ECTION. CONCRETE TO BE CLA55 A3 IF CAST IN PLACE, 1:151-4000 IF PREGA5T. rn-cg-6r-dgxvrb 4" REINFORGED CONCRETE 3000 P51 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" = 1' (=IIIIIIIII=III=III=III-I I I- =1 I I=1 I I=1 I I�I� I I I1 11=1 11=1 I COMPACTED SUBGRADE (G0% DENSITY) GONGRETE S I DEl� ALK DETAIL (NOT TO 5GALE) 411 a e e d e e w e �e 0 4' I'X4"X4'-8" 5LAT5, 2-FIN15H NAIL AT TOP AND BOTTOM 2"X4"X4' BEAM5, TOE NAIL TO P05T 4'X4'X6' P05T5 1 25' 4r�. 1AY A T�Y/l 'ai NOTES: _ I. PRESERVATIVE 5TAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLD6. 4 2. FINI5HED SIDE OF FENCE SHALL FACE rn ADJOINING PROPERTY, IF APPLICABLE. o�¢, COMPACTED GRAVEL WOOD FENGE DETAIL FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENG I NC7 NOT TO 5GALE z ac W W W O � OD Q> (d C�2 CO �y I W 01 U w i44 N O W U] Ca, z O z W H z W w 1x v LU z O L TH 0"'I u MICHAEL S. STICK LIC N E No. 031162 ssJONAL W E-� O� Z Q � � �_ W W _� Q E-+ Q� wo ME w CD E-� � � W Z a O W DATE: November 2001 SCALE: 1"=50' (HORZ.) 1"=5' (VERT.) DESIGNED BY: DLF JOB NO. 2856 SHEET 4 OF 6 ._ L� J 0 CV 0 C:) m Ln CID 0 m c 7 (10 0 :n 3 0 1n LLI I Ln CID 0i i 0 ti 0 a c �o a i L G, 0) Cal r- LLI i c 0 x LtJ L c CD U X L F I Lf] L(7 OD 0J cn a� 0 i DRIP LINE PROTECTIVE DEVICE A MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING dwr WHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. 111, Fairfax Co., Va., 1976 Plate 3.38-1 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) W i� H HO W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 Ho H 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 SOURCE: VA. DSWC TEMPORARY SEDIMENT TRAP t' vARuaLe 1 ORIGINAL VARIABLE /GROUND ELEV. 1,0' 67 CU. YD./ACRE \ N !? VAANBLE• 67 CU. 10"'ACRE 1 4' MAX_1 (IXCAVATED) FILTER CLOTH GROUND ELEV. •SEX PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEM (Ix DRAINAGE AREA / (IN AC.) / /DIVERSION DIKE 1 COURSE AGGREGATE / EXCAVATED ( / /F`IL� �j// AREA---.-.�-�' "COARSE tGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 CONSTRUCTION OF A SILT FENCE (WITH WIRE, S UPPOR T) 1. SET POSTS AND EYCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. l _ v i JIII � J , /j FL 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE I I -I SOURCE Adapted i= jiygWhtion of Straw wd Fabric Filter Bazriers for Sediment Contro-. PiAM 3.05-1 aff"dtV* ORIGINAL GROUND ELEV. PLATE. 3.13-1 % / �/ i iNV. r' i �r i r NOTES: EXI5TIN&CONDITION5 ARE NOT BASED UPON FIELD RUN TOPOGRAPHIC SURVEY ,\ AND ARE TAKEN FROM PHASE 16ITE,,PLAN, CONTRACTOR MUST VERIFY EXISTING \ ``�'°e � `•, 'SITE CONDITION�JPRIOR TO CONSTRUCTION NOTES: SITE: `CONTRACTOR 15 TO OBTAIN LAND DISTURBANCE PERMIT AND HOLD 'j I %' k, /F PRE -CONSTRUCTION MEETING.a � � � 'a ,� fib; \ �� ``, 1 ``e,, \" � ``�`,•'.e�,`'�,� 414 ' i \ �.� i\ �Lt`t q'�,� ,..-----^--FAX. 40' UlaasFtzl,I*tl7 E&'1?. -•+. ,,.. .,.• J j s PARCEL 4 :'r '�_ ___ _ �'` •" -� � �a ice. 4CRE5:� 0E'BI:.d•;EC MY , � � ?� 4=/ � _. --� -- .,ter' ` •.. � � { ?, Ex.27• ArccFe9 F.'91T. FIA' 47.-5_C lam: Y caN* tt iTAtt(hit: LV I NOT Y MAINTAINED, A W NOTES: IF CONSTRUCTION ENTRANCE S O PROPERLY NED, RAC W/ WATER SUPPLY AND SEDIMENT TRAPPING DEVICE SHALL BE INST� LE PER FREDERICK COUNTY PUBLIC WORKS • • N;F f C xe ,4 NOV ILL S --RSV 5r'- l FX_ t'H ZGRV•e°r�f3-2 STONE/ /ENTRANCE a.. a .?r�r Af�f• �..� � � •r• � �r.�a�r• � •1�R}r�fK�, 1-II=11-11-11-11=U�r�r�c�rArst�r�, �rA_ �r�t�r�rAr�f:��,�rAr�tv:�a�r�r�er a' I Al a . , • i -_ _ it=1l III �I•� C•.� f..�L..�I. �L..�[. .(,�j� °ii�1•�f d�f•�f�f•� 5�? � s r•�r�z . FAW10VT `r i MUSr a OF OVORESS AND EMESS PLAN VIEW OPER4TAON SECTION A -A ROWORCED •. r SECTION .. Sa#iff AWU fmm 1983 ..J/In. , Standords for.c hI!li! and Sedbotand Ya. DSK ' ,J.02-1 o C-P,4TE-R7I5a ~' Iran=s!s V 82b ---- 4 f , 1 � � /" $. ' tY.. •tea A --m ! � F d R.5 ✓ I i __ 3' 1 r� 14 �� c f� ,� D.A.- 1 I 14" , /40075.2 SQ. FT. -' .-� 0.92 ACRES00 NOT --'� 5S� FNtER9 s Vim' f3Rz. '- 'ram-- _�_� �,_ 3A.1r : fi - { ... �TiOR f-1C: w ST--i , -Lbrw PGI.E Czr'65 � � 1 \�l UJET RAGE i<A'tFL7A)�` I�!Q�p3 F�LSEa�AI $ICI IE:• biLG4KfPT f _ 6 i UR.",sE.. .ie>y j !Nv BITIT .� .}\� .T. •_•�_.. � , .J ,---r 9.SL To REMAIN CaAv''gz U4,44 __.._ MAT bI EX'3TW$ PA4Y 5ECT!CH f % I N5L. IL SQ RXIM 522 - NORM rrc;E Io r { (VAPdABL_EE WKnM RA)OJA /f kiv.,an,e TRAP +' DRAINAGE AREA STORAGE REQUiRED STORAGE PROVIDED OUTLET HEIGHT WET STORAGE DEPTH WET STORAGE DIMENSION WEiR LENGTH TOP WIDTH HEIGHT BERM CREST OF WEiR WET DRY WET DRY CU. YDS. CU. YDS. CU. YDS. CU. YDS. 1 0.132 1233 1233. 150B 186.E 1.5' 2.5' (AS SHOWN) 5.5' 25' 25' 8195 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURS INLET 6- RUNOFF WATER WITH �� FILTERED WATER SEDIMENT :1. SEDIMENT WIRE SCREEN 2' X 4" WOOD SPUD CURB INLET SPECIAL APPLICATION THI9 METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #6 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 ER0510N/5ED iMENT CONTROL LEGEND NO. KEY 5YM50L 3.02 CE 3.05 O X X X 3.01 IP 3.013 3.18 OP 0 333 PS PS 338 TP 0-0-0 3.13 ST LCG t=_si_crtns DE5CRIFTIOIN TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SILT FENCE INLET PROTECTION DIVERSION DIKE OUTLET PROTECTION PERMANENT SEEDING TREE PROTECTION TEMPORARY SEDIMENT TRAP LIMITS OF CLEARING t GRADING DRAINAGE DIVIDES ER051ON 14ND 5EDiMENT CONTROL. NARRATiVE: (� Description:The proposed project consists of approximately 1.01 acres to be developed within the Trex Center Subdivision. This lot has an area of 1.01 acres. The total area to be disturbed by this project is approximately 1.213 acres. Date of construction: Construction will begin following plan approval and will take W approximately one (1) year to complete. W Existing site conditlons:The area to be disturbed under this plan is currently vacant and covered in brush and grass. Adjacent areas: This project is bounded to the north east by Interstate 81, to the east Windy Will Business Park , a vacant lot to the west, and Windy Hill Lane to the south Soils information: The existing soil conditions w ere obtained from the USDA Soils Z Survey for Frederick County. On site soils belong to the Oaklet Silt Loam association (325). This is deep, and well drained. Permeabilityy is W soil very gentI sloping, slow, is and erosion hazard is modgerate. The surface layer consists bf 5 inches o runoff medium, of dark brown silt loam and is underlain by brown clay. This soil belongs to hydrologic Ln � soil group C. C\2 -I- Critical areas: There are no critical areas on this site. ¢ I a) N co f~ ER05ION AND 5ED IMENT CONTROL MEA5URE5 CO Cq CI UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL -' 4 � MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND � � � SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK W b a; I STRUCTURAL MEASURES W O a.'c PHASE: I: A CONSTRUCTION ENTRANCE (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE EXISTING LO ~' GRAVEL ENTRANCE IN FRONT OF STINES CHAPEL TO MINIMIZE MUD CARRIED ONTO ADJACENT ROADS. E- rz' THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT ALL PHASES OF CONSTRICTION. DIVERSION DIKES (3.0W, SILT FENCE (3.05) AND A SEDIMENT TRAP SHALL BE CONSTRUCTED DURING PHASE I CONTROL MEASURES PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE a 0 OUT PRIOR TO LEAVING THE SITE. DIVERSION DIKES WILL BE PLACED IN SUCH A WAY AS TO KEEP SILT LADEN RUNOFF FROM FLOWING ONTO THE ENTRANCE OF NORTH BOUND ROUTE 522. w TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. INLET PROTECTION (3.01) AND CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES Z (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. 0 VEGETATIVE MEASURES V1 o E3 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) JI-' DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION Pw4' SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL L REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL 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, Q) SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. W 0 MANAGEMENT STRATEGIES ao CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS A p POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT LT11 0 ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. �y AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER t GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BAGKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN MICHAEL S. STICK Y 2�I�DZ `,,� LIC N E No. O 031162 ��' Cs sSjONAL CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, iN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. 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 OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. co E- THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, r U CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE: ACTIv(TiE:S Z E- O Z 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAP t : Q coNSrRucTloN ENTRANCE). a' 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. p' ,� > 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING OPERATIONS. Z 4. CLEAR AND GRUB REMAINDER OF SITE. w 5. ROUGH GRADE SITE. Q W W N 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. Z Z U Z 1. FINAL GRADING. E- 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. Z W W O 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR n 2 E-+ U Zo SEEEDING SCHEDULE: 1.2' E-I 1. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4". > 1 2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL AT A RATE OF 132 Ibs. PER 1000 sf (2 TONS PER ACRE). QO', W Q Q 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 Ibs. PER 1000 sf (1000 lbs. PER ACRE). W Z 4. PERMANENT SEED MIX WILL CONSIST OF 61% KENTUCKY 31 TALL FESCUE AND 33% RED CLOVER Q' C) 5. TEMPORARY SEED MIX WILL CONSIST OF OATS, ABRUZZI RYE OR EQUIVALENT. a E 6. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3500 Ibs. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. TH15 5HEET FOR ER05iON AND 5EDiMENT CONTROL ONLY! ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK RE5PON51 BLE LAND D STURBER NAME: GERTIFIGATION #: DATE: THE RE5PON51 BLE LAND D 15TURBER 15 THE PARTY RE5PON51 BLE FOR GARRI N6 OUT THE LAND D 15TURB1 N6 AGTIVITY A5 5ET FORTH IN THE PLANS. DATE: November 2001 SCALE: 1" =30f DESIGNED BY: d1f JOB NO. 2856 SHEET 5 OF 6 01 3 TD U) I LO LC) co N C) t\ I 0 CD CD L (1) c c w C 0 x x w L a) C-) Yc CD F- I LO LC) co Cu / U) CD LL- Nor liJ�'i5u/NG i Gh' iLF6 LERN 6 TEER USE. KEY BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY Acer campestre wedge Maple 2" CAL. 2 TAXUS CUSPIDATA SIEBOLD YEW 3611 HT. 54 "SIEBOLD" k PRUNUS SERRULATA KWANZAN 211 CAL. II 11KWANZAN" CHERRY PINUS STROBUS WHITE PINE (o' HT. 3 FRAXiNUS AMERiCANA 11R05EHILL" ROSEHILL ASH 211 CAL. 2 I — — - _— Lanelscabe Requirements: Perimeter Parking: 1 Shade Tree For Every (40) Forty Feet Perimeter = 492'/40' = 12 Trees Required) (12 Trees Provided) 8 bay perimeter = 112' 5 bay perimeter = ST 9 bay perimeter = 122' 1 bay perimeter = 166' Total perimeter -- 492' Interior Parking: 1 Shade Tree For Every (10) Ten Parking Spaces 29 Spaces/10 = 3 Trees Required (3 Trees Provided) TOTAL TREES PROVIDED = 18 Interior Green Space: Minimum of 5% Of The Interior Portions Of The Parking Lot Shall Be Landscaped Interior Area = 29042SQFT. x.05 = 1,4525QFT. Required 1074SQFT. Provided f N.B.L. U.,6. ROUTE 522 - NORTH FREDERICk PiKE i / (VARIABLE WIDTH R/W) l SPEED LIMIT 45 M.P.N. R BMI! HOSE �/. GUT WIRE 99 GAUGE TUa15UCr4E TIME mow WRTN um OVERLAP FLASAM4 TAPE ON EACH IURE 2• DOUBLE SMRDDED MARDUIOOD MULCM)3' SAUCER PLACE TOP IA!'OF ROOTSALL ABOVE PUSH GRADE —3 STAKES r F,-►��.13"-- 1�71 " LI! 51,21-c'. ga 0—a 1=1i=�i��IG1�11 TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER 7� (Mar TO SCALE) SET TREE LEVEL AND PLUM15--6TRAW4TEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH TOP Iro OF ROOT BALL ABOVE FINI6MED GRADE ENCASE WIRE AROUND TRUICK IN BLACK RUBBER HOSE. SECURE AT 1aE614T ABOVE FINISHED GRADE EQUAL TO V3-1/2 OF TIME REMOvE TOP V3 OF BURLAP AND CUT ROPE AND/OR REPROVE WIRE BASKET PRAT BALL WE 92 GAUGE 2' DOUBLE 6MREDDED MARDU)OOD 3• SOIL SAUCIER 3 STAKES BAQKFILL LIGdTLY COP1PACTED SETTLING MOUND TYPICAL PLANTMG DETAIL-- EVERGREEN TREES (NOT To SCALE) 20 • I 20 4• MEMENNI — — cc W W Z C'3 Z W CO to cV I .� I � CC)U �00 c' D ,4 too 1 , � 7 -c-t) 1 c x og N z LU z Ly 4 0 Lea ci n iL LT11 WICHAEL S. SMKI 2,j l�DZ LICN E No. 031162 SSIONAL - t' ren R DATE: November 2001 SCALE: 1" = 20' DESIGNED BY: - dlf FILE NO. - 2856 '< I SHEET - 6 OF-6 N 0 0 N m m N m a W CD o, 3 U I 10 m N 0 a U3 ro a. Q, L a) Cr w 0 X X u., L CD CD X L F LO 00 (U U) CD D 0 GENERAL NOTES VT GENERAL NOTES LECEND VICINITY MAP Z 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INTERMEDIATE CONTOUR SC1 "= 500' Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and 33 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 - event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 330 Rt• 73a �'l W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern.UJ must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 J relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT EX� - Z Control Handbook. Contractor is to obtain grading permit and hold an on -site pre -construction meeting. Health Administration and VOSH Rules and Regulations. PROP E/P � / 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROPOSED EDGE OF PAVEMENT / / SITE r p g g P P V3. When working on VDOT right -oaf -way, all traffic control, whether permanent or temporary shall EX (A6 �_ /J < rm Z VDOT and Frederick Count prior to construction in existing State right-of-way. EXISTING CURB AND GUTTER ` T�` % (VDOT) Y P g g Y be in accordance with the current edition of VDOT s work area protection manual. Furthermore, all gt traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PRUP C&G ~'� Chi N 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is ' o required under State law. Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER -�� 9 N OD GG G�-fin 1 N ao V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation - d P Y P P g P P the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE `~' ao (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE T T. / 1 ' `� Ln responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. --~ I �'�� > o m Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER =�_�� -EX. 1 i PGA M 1 ' N V5. Design features relating to field construction, regulations, and control or safety of traffic may ,'�1 )f �' �' �/� Z = L tU 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RGP _l 7 \ �.� W representative of the developer must be available at all times. �'' ! 1 p p any field revision will be the responsibility of the developer. PROPOSED STORM SEWER � ■ � � � o 0 YJ v 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 SEVER 3 v x Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEINER PROJECT INFORMATION 3 Z 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 -P embankment. and held by the engineer and/or developer with the attendance of the contractor, various County g LA agencies, utility companies and VDOT prior to initiation of work. SITE LOCATION : NORTH SIDE OF ROUTE 522 g Y P P PROPOSED ELECTRIC SERVICE �' LL 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California �, 0 Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed EX STREET ADDRESS NONE 0) N A V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE 'ts _� for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. L course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE NEW STREET ADDRESS : w Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the PARCEL IDENTIFICATION NO.: 42-A-IlbK r+, support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE SITE AREA : 1.0-146 AC (46,510 S.F) accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE - •• - - DISTURBED AREA 1.0746 AG (46,810 S.F) 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE XX__ X X X CURRENT ZONING B-2 Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE CURRENT USE VACANT 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. PROP05ED USE GA5 STATION AND CONVENIENCE MARKET be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE $ at the end of construction. EXISTING WATERLINE W/ TEE TA BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 31' --- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than SIGNS: ALL 51GNA6E, BLDG. MOUNTED 4 FREESTANDING, one litter receptacle shall be provided at the construction site. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE W'�° SHALL REQUIRE A PERMIT 8 COMPLY W/ ZONING 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRST ON ADJOINER5 AND RIGHT' -OF -MAYS whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE BUILDING SETBACKS: REQUIRED: FRONT: 50' PROPOSED: FRONT: 126.2' until an adequate design can be determined by the engineer and approved by VDOT. SIDE: NONE SIDE: 5.0' Via. All fill areas, borrow material and 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER ® REAR: NONE SIDE: 151.2' sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER OPEN SPACE GALGULATIONS REAR: 15.36' M sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples wT� E-1 PROPOSED REDUCER F.A.R. GALGULATIONS are submitted to private laboratories for testing, the samples shall be clearly identified and labeled 46,810 S.F. U 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current -�- TOTAL LOT AREA= as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. according to all applicable VDOT standards. 15% OPEN SPACE REQUIRED= 7,022 S.F. LOT AREA = 46,810 S.F. • HANDICAP RAMP (CG-12) _ �� 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT 1��' OPEN SPACE PROVIDED= 7,022 S.F. BUILDING = 5,822 S.F. � Z, P1 V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be 12 (� O contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed �TANDAI�ZD I �� 7,022/46,810= 15.Ogb OPEN SPACE 5,822 S.F. / 46,810 = 0.12 F.A.R. Q prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method Z Q; A, within plus or minus 2% of optimum moisture for the full width of any dedicated street MINIMUM OF 344 S.F. LANDSCAPE AREA REQUIRED ADJACENT PATIO AREA utility verification and the proposed construction. PARKING INDICATOR Al2 W 4 > right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES -.!:4 GULATIO e independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A PARKING GALNS `-' 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a copy of all tests shall be submitted to VDOT prior to final VDOT approval. E-+ result of his construction project within or contiguous to the existing right-of-way. TEST PIT LOCATION W W W E-1 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and REQUIRED PROVIDED U U E-+ Z must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. co -::) HANDICAP PARKING -RETAIL USE = I/200 S.F. TOTAL PROPOSED: 29 SPACES 04 Q X W O development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall 5,822 S.F.= 2cI SPACES W O H.G. SPACES REQUIRED: 2 SPACES (25-50 TOTAL) W meet VDOT minimum design standards and is the responsibility of the developer. 0 2Q' � 19. The developer will be responsible for the relocation of any utilities which is required as a result of his VEHICLES PER DAY COUNT 100 TOTAL REQUIRED- 2cl SPACES H.G. SPACES PROPOSED: 2 SPACES > E-+ x project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected>= markings must be installed by the developer or at VDOT's discretion, by VDOT on an account <- � in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The p p [ j� f� j� engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING �� TIGHT � I��I ONJI VL� LAND �15TURV�R � � Q a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on W 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN -�- Z W W W at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. NAME: 4+yq ColiSTeoc�a1J V, PROPOSED SANITARY LATERAL CLEANOUT : O GERTIFIGATION #I°�o3 Q 0 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to E!4 construction. Copies proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered right-of-way must be V all invoices for materials within any dedicated street SANITARY MANHOLE IDENTIFIER 12 professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices DATE: 2 �5 l � Z may be obscured. CDr, T QT• ?.1C:1 &EA TY geotechnical report has been prepared, it should supersede the requirements in this note. STORM DRAIN STRUCTURE IDENTIFIER 6 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical THE RESPONSIBLE LAND DISTURBER 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE _ ___ _�__ _ 15 THE PARTY RE5PON51 BLE FOR of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to GARRIN6 OUT THE LAND D15TURBIN6 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 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. EXISTING SPOT ELEVATION 12.0 AGTIVITY A5 5ET FORTH IN THE PLANS. 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 3 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. EXISTING , IJIVE`�y�� J• ��_ v D A certified copy of the test results shall be provided to the Residency Office. A VDOT representative TRIP GENET L1`! TION D� T� UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the `�,� ° control strip. N'�p - EXISTING TREE , 1 OAK S IS PINE CLASS USE TRIP RATE PER NUMBER OF PULPS VPD { V21. Approval of these plans shall expire three (3) years from the date of the approval letter. ' �l PUMPING STATION Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. ram' P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE �r�j 15" OAK 845 6�lSOL INS SERVICE Winchester, VA. 22604 Winchester, VA 22604 15" PINE (PAGE 1465) STATION WITH 162.78 20 3,255c{� P1 Afi ViNrvnFVF1 op", _ (540) 868-1061 (540) 869-1111 FCSA CONSTRUCTION NOTES CONVENIENCE MARKET Power: Allegheny Power Phone: Bell -Atlantic P.O. Box 1458 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES Baltimore, MD Hagerstown, MD 21741 P.O. Box , MD 21297 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DAEAL TiTE REVISION COVER SHEET 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 0I-28-02 revisions per county plonningand public works Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S HANDY MART 1 V O.1 � A T T R E X CENTER INSPECTOR. 02-Iq-02 revisions per planning comments 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF LT$ 0 MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME Owner: Address, Including Zip Code & Telephone No. 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 2150 SOUTH LOUDON ST. FIRE MARSHALS NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN MICHAE4 S STI Y H.N. FUNKHOUSER WINCHESTER, VA PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX Z 11 ov (540) 662-0388 Fire lane markings and signage: ASSEMBLY INSTALLED CORRECTLY. �,� LIC N E No. Developer: Address, Including Zip Code & Telephone No. Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: O� 031162 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 SSIONA ASSISTANT. AN APPLICATION FOR 'SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX L SAME SAME FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = STATIC PRESSURE = PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE THE AUTHORITY WILL INSTALL THE METER. RESIDUAL PRESSURE = RESIDUAL PRESSURE = D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING WINCHESTER, VA 22602 AVAILABLE FLOW = AVAILABLE FLOW = COVER SHEET SKEET 1 (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: SITE PLAN SHEET 2 PROFESSIONAL SEAL & SIGNATURE SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. GRADING PLAN SHEET 3 '. �� SITE PLAN DATE: NOVEMBER 2001 B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE APPROVAL PP OVEO PROFILES AND DETAILS SHEET 4 'THESE PLANS ARE IN CONFORMANCE WITH DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS EROSION CONTROL PLAN SHEET 5 COUNTY OF FREDERICK STANDARDS ANDdiT `SGAL E: WA COMPLETED. LANDSCAPE PLAN SHEET 6 ORDINANCES. ANY DEVIATION OR CHANGE 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. IN THESE PLANS SHALL BE APPROVED BYE �� 2 02 DESIGNED BY: /� HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO DLF ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. ZONING ADMINISTRATOR DATE REMOTE READOUT IS REQUIRED. Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A PLANS ARE VALID FOR A PERIOD OF FIVE(5) YEARS AFTER APPROVAL DATE JOB NO. 2856 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. SHEET I OF 6 Cn Ln Cu 0 0 cli CU Q' c*m m C ro 7 CD 3 L0 OD C\, 0 CU rn c n CD Cu w 0 w L C OJ C� X 4] L lD Lc) m Cu Un Q1 LL_ 7 7 CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE Cl 111.00' 50.46' 50.02' S 69'07'53" E 26'02'39" C2 139.00' 86.72' 85.32' N 73'58'55" W 35'44'44" C3 211.00' 36.48' 36.44' S 83'11'31" W 09'54'23" \ TOP=813b0 o to INV IN=80925 \ \ m CO V-4 \ \ v 1 N =809 00 cv It \` I OUT = 80850 o \\ \ w °° ci PROP F N. \ S�° 0 ` .� w � o0 NOTE: DEVELOPER TO COORDINATE FINAL SITE z� � ; t P>4YINC� I,UIT� FINAL SURF,4CE COURSE OF (BY OTHERS) M p o c PROP. WATER SERV \� cv \ \ TREX CENTER ,ACCE55 ROAD WITH 5FACE, L.L.G. (By // � &, � ■ ■ �, � y � 1 , \ iii 1 / 7H1=RS) " WATERMAIN \ \ �� %� - \ 0 0 7— to tka cu w r, r \` A �� t; SPACE, LLC PROP. 8" wry % G3 `` % /E c; rn ZONED.B-? (BY 0744ERS) / _ CG-12 771 42-((A.V--1986 �/ / • ' �, \ \ EX. 20' WATERLINE ESMT. / 9ti :. lBY OTHERS) 1 , ,�.'� INv Ii w ai t t• C: E L. % _T _ / / $ A30 Q •� TYPE K \ \ \\ �' Xt, a �' " �� A -_- _ / / $S � �p COPPFR WATER \ � � .Oct 3 CRE 5 1`..,---- - _ _ g ' � - -" / / SERVICE t o TREX CENTER - ACCESS AR AD •/� Iv I Y OTHERS) (PRIVATE ROAD DESIC B E - EX. 27' ACCE55 ESMT- \ \ Z OTNERS \ yR I \ D GASE NT Q 0 N / 1 STORY RETAIL BUILDING \ O U t- r ��' �-' BUILDING HEIGHT= 32' lz PROP E P . �. S4� `'; \ 5 O ai BY OTHERS BUILDING AREA = 5,822 SF ;'_ \ �� \ a p 0- 75 C. 51DEUJALK R=125 5 (W/L CONNECTION `, t \ ry�o , GAG `%yam 5 GON 40' PATIO AREA m PROP. C/O • �, X•� \ '� ~ BY SPACE L.L.C.) -- '\� y ` QD � EX 4 SANITARY LATERAL \ P=813.20 IN - T= 7 0 t R'3� PLANTING I .� N=S000 \�eL 1 NG AREA \ t \\ / (MINIMUM 344 SF) �, �� \\ �Ex. 12 x30 CONC. DUMPSTER PAD • ' (SHOIdlrt 495 SF) \ t R=10' lW/ FENCE AND GATE) \ TlluG \ W i \ p ` °. .. ENTRY \ ' \� Ey a a •-12 \ \ H.C. SIGNScq =7" C14A CONC. SIDEWALK / \ a _ E5- � \ O y P/N 4?•�=1 , ��' \� ( 6 INV IN= s.10 20 I I \\ \ Ai/F R=125' - BA11�C Or CLAW COCAVT>' Ex. � \\ \MCHA2E vZTICKLEZOWED: B-? I�S R=8R-15 U$E: BAAKA y \, \ , A \ 9 Tlrl.• 4?-(A)�-lam \� �\ ,� LICENSE No. 031162 t EX15TING \ �% 2 \ SSIONAL G ' 1 \ n CHURG+4 I NK C A CO NTY \ \ \ , (APPROVED ON PLANS I LED A OF N/F �, FF. = 821A9 e 2 �� v !I PREPARED BY CLIFFO 4 A550CIATES IN AUGUST 1) \ a $PACE, L.L PROVIDE CONC. I I ZOVD: 8l'•', S PAD UNDER CANOPY \ �\ • �\ \ aw. E.Q$EMEJi I \ I \ •. Ad a [UA$Nll1�xTON DO NOT _ .. ENTER 3fbht $0' 8RL ' �a • 13�LT' • • , s ' ° _ —_. __ - -- _ \ �\ 00 '- E, INGRESS/EGRESS p ` " .( LIGHT POLE ITYPJ CONCRETE PAD FOR ':• :� r (GE$TER'V STEER / `, 1�A UNDERGROUND STORAGE• ' INGRESS/EGRESS EASEMENT \. \ ,\ ; EASEMENT >� TANKS (BY OTHERS) , • DI-35 , • W 1—, $TEAKAlCUW WV CANOPY LIGHTING EX. FP4 -4-� \ L AREA � \ �� .• ;e.. ••- . 70P= im0m DID O ZO'1W B-? \ p E REMOVED) n INV o re UJ OP= 000 \ 80530 `\ INV CUT--W520 ' iN�r IN is©4.7(o Q USA• VACANT 4`, LI,I CUT t• �~' $' SINGLE POLE SIGN •� :s •.. • I Ex � P/N 47-A-CI W/vDOTv,C I RIPRA GG-11 ENTRANG EMP O ,e R=3 __- / 3 i INV =804b6 W N/F 22' Il Pai C11J� E • .: , 10 / Z E-4 1-1 \ $PACE, L.L.C. a,; •� w W E-1 - — — - — -? INV IN=Sfa-1.2fa a .09 6 c DiTcl-I (TBR) — — — — — — — — _ Z4 -RCP IIdO o (� w w O ' - ---- 21 / ofEX �1 INGRESS/EGRESS q e —_.. 4g EX�R25' .. ,� 0 5_ U1 , ..__�-- - ___ ____X a \ EASEMENT �\ - .24 CMP __ q __ _j // E N 519.05 _ \ fNV.=811.1� CG-6 CG-I1 ENTRANCE __ Z Z GRATE = 8203® __ —_.. _._ \ CEx. CURB TO BE REMOVE --- -- — " ` CROSS -SLOPE TO REMAIN CONSTANT WITH # (APPROVED ON PLANS TITLED "BANK OF CLARKE COUNTY" I Q O� EXISTING PAVEMENT MATCH EXISTING PAVEMENT' SECTION PREPARED BY CLIFFORD t ASSOCIATES IN AUGUST 2001) N.B.L. U.S. ROUTE 522 — NORTH FREDERICK PIKE (VARIABLE WIDTH R/W) I SPEED LIMIT 45 M.P.N. ---- - -- ,-� RIM=52023 • • RiM=B07.10 INV IN=B®4.15 � INv.=Sil.lO �j INV OUT 5 \,� / 1 pp,, INV 4,11 r�� 0 0 N 0 n c Q1 3 Cu O a. C0 ('0 Lf-) CO C11 O n O .N CU cn C 170 0. CT C L CU (U C CT C L1J C C) X X LLJ L QJ C (U C-) X L F- CD Lf7 a:) CZl Cn CD Ll O 7 X LLJ LU Z W cv W 1-4 cat It co c co v to to ujA A \. i �. A \ \ �, �+ ►L) � r 4) O 1 a♦. tic lk PARCEL 4 OQ 101 LU �.. L7 INAGE E S NT O 21— OTHERS w ►- "' 1 EX. E IN ` �\\ J 4 to OQ FFE 522,0 46 IN - \ 221 22-24 PROP. cio �`�\ 1 `\��t o 0 0 o 826 %( -7 CONTRACTOR TO EX 4" SANITARY LATERAL p \ ` 2I- MAINTAIN POSITIVE -----f I �`�\ w a 22� ::. 22 22! DRAINAGE AWAY #OM w ,� , \ o �, a _e BUILDING IN PATI6 w 232 O e a' Z20$ '.. ENTRYi i \ 2 21— i 0 • e 211 20� C `e X 21� ( / I �\,�� o A a A. 1 y,. � f � � MICHA S. C Y r 11p < �s �,, •-~'� w 2 I'' 21 2 I� 2 g I I �i / �� : 11_v2 ' I Lit, NSE No. q / / �0 031162 70 AL 20 CONTRACTOR TO MAINTAIN POSITIVE I Q 4 I Q 6 DRAINAGE AWAY FROM PUMPS \ Q • / } SIM 1 - \5 �, s , I , co E-+ 501 BRL ;. '• •. , •. 2I� IQ$ Ex. 1 E z /r - 2 6 .A-j A EX.��\ ,� �2I 24 ,.. a �y w w F \ \ 2I`� d • : , DID18s 188 = - / co Y.. U Ei z • 8� U) \ 3 Ex.4, ; Ex. \, \ i s . �o- •' 18 (�\ z Q w W o J ..__-...___. ``-r Hi 23 �23�� \ Q - Q18 Ia4 a�a ex817 \ !,� - \ Q U -:4 2 E— r� 22 _- -- Ex. ► .+ — _ _ _ - _�. __ _ _.-..... (' \�✓ 7 l l . \. 2-1 ....""'.•. ....,--•. n r+- a v4 v , 'O ... ....-.^- _ .ate_^'^•r-- ° .__.._.......'*.'---- _.— .-._ _•'... W __ — a OFF -SITE DRAINAGE ARE SGAL.E: I "= 100' x 1 DRA I NA6E AREA DETERMINED FROM r' PROJECT ENGINEER FIELD VISIT. w —J O 0 0 ru 0 0 z F-- Q, ICE CIL LED 0 CV 41 cn C t0 a an L N QJ C c w C O LJ C_ W 4, x L cn cc ci iL 0 GHE ATI / r-� % "404wrov f � a+� r MO -A' 4.12 ACHES I" elEartl[ rM momiiiiiii OW Aj . ' i l «....4 v0 I ji ROUTEI PAN - a %A ML as ^� I C)C/ U -�t-' i_ : — 10 0 J M71 L 12AW PJM a,44W nxirr, AC rawmw aD C Install 12" of 21—B c� behind curb and cover 2%_5% with 3" of topsoil and (Match grade grass seed CG-7 J a See Entrance 1 7xisting �I � Pavement Section Taper lane is E Above o ,q VDOT Field Inspector ++ICv will approve CG-11 entrance before construction NORTHBOUND ROUTE 522 Half Typical Section Not to Scale ONSITE TYPICAL PAVEMENT SEGTION NOT TO SCALE PAVEMENT SECTION — 1.5' 5M-12.5AD SURFACE COURSE 3' BM-25.0 BA5E COURSE b" SUBBASE VDOT 5TD. GR-21A —COMPACTED SUB6RADE (COMPACTED TO G5% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) PAVEMENT DE5I6N BASED ON A 5UBC-RAPE GBR DE516N VALUE OF 6. 501L TE5T OF THE 5UB6RADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUGTION. PY14MECT ROUTE II TAPER PAVEMENT DESIGN EXISTING PAVEMENT 15 TO BE MATCHED 50 LONG AS IT MEETS THE MINIMUM PAVEMENT DE516N FOR AADT OF4,218. 501L TE5T RESULTS OF THE 5UBGRADE MUST BE SUBMITTED TO DE516N ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THIGKNE% PRIOR TO GONSTRUGTION. WIRE MESH REINFORGIN6 V.D.O.T. ROAD AND BRIDGE STANDARDS SEGTION 301.04 GLASS A-3 CONCRETE 6 BASE 21-A \w� COMPACTED SUBGRADE (COMPACTED TO g5% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TRASH DUMPSTER PAD (NOT TO 5GALE) EXPAN51ON JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA STANDARDS ASPHALT P'VMT. i d • \ C�IJTTER e � 44 •. CfJ ' —I I SUBBASE _ _ o 111=III-III ill 1 � 1 COMPACTED SUBGRADE (G5% DEN51 TY) G6-6R DEPRE55ED GURB DETAIL (NOT TO 5GALE) NOTES: THIGKNE55 OF 5U155A5E 15 THE SAME AS THE REMAININ6 PAVEMENT SECTION. CONCRETE TO BE CLA55 A3 IF GAST IN PLACE, P51-4000 IF PRECAST. Vt-cg-&-dgxvrb 4" REINFORGED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" = 1' COMPACTED SUBGRADE 00% DENSITY) GONGRETE SI DENALK DETAIL (NOT TO SCALE) e I'X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO P05T 4'X4'X8' P05T5 125' �4--0�-0" NOTES: I. PRE5ER/ATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BL06. T, 7 2. FIN15HED SIDE OF FENCE SHALL FACE I? ADJOININ6 PROPERTY, IF APPLICABLE. GOMPAGTED 6RAVEL � WOOD FENGE DETAIL FOR BOTH DUMPSTER ENGLOSURE AND PERIMETER FENCING, NOT TO 5GALE 0 Z Cr LIJ 0 Z WC\1 O CO 01) C\2 -4 aecv1 � � � 3 . � ca U) I O Zx � �> L0C\2 A W° o In '� -4� Hw t` O) w � rl, a� o Q) W Cn H O Q O 0 TN MICHAn S. S kLd 2�)1DZ LIC N E No. 031 162 �SSIONAL �G W r N � 0 Q Z h�� W Ewe p �4 O �W Z Z � Q o� DATE: November 2001 SCALE: 1"=50' (HORZ.) C=5' (VERT.) DESIGNED BY: DLF JOB NO. 2856 SHEET 4 OF 6 MA LL _1 O CU O O rn 0 m 00 c ID 7 C CD 0) 3 O cn LJ Lo LP m Cu / r- r` O y a� 1n C / l71 L CD CD Cal I= LJ c w L N c OJ U x CD i Ln Go CU / L2 0 D DRIP LINE PROTECTIVE DEVICE MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING rr r r r� . r r r -aMIN. 5' - r %.rWHERE DRIPLINE IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) W -I H HO W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 H 0 H 4.0 3.0 3.0 4.5 3.5 4.0 11 5.0 4.0 4.5 SOURCE: VA. DSWC TEMPORARY SEDIMENT TRAP I'l VARIABLE ORIGINAL ( VARIABLE' GROUND ELEV. / O 67 CU. YD./ACRE N VARIABLE• H 67 CU. YD./ACRE 1 (EXCAVATED) 4' MAX. \ FILTER CLOTH ORIGINAL G AROUND 'SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (M 6 x DRAINAGE / (IN AC.) �- DNETisIDN DIKE COARSE AGGREGATE EXCAVATED r ( / / FILTER CLOTH AREA "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.13-2 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. L jr FLOW 4' 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IIIWIRE SOURCK Adopted from lad llation of Straw and Fabric Filter Barriers for Sediment Control, Pi M 3.05--1 Aff"d!l* ORIGINAL GROUND ELEV. PLATE. 3.13-1 NOTES: EXIST ARE NOT BASED UPON FIELD RUN TOPOGRAPHIC SURVEY AND ARE TAKEN FROM PHASE I SITE -PLAN. CONTRACTOR MUST VERIFY EX15TIW13 '31.TE CONDITIONS,,PRIOR TO CON5TRUCT16N NOTES: SITE CONTRACTOR 16170 OBTAIN LAND DISTURBANCE PERMIT AND HOLD PRE -CONSTRUCTION MEETING. X 20' GW'FR1.GNf:' EPJ"1T. PARCEL 4 2,00143 ACRF5 A/ :t?zvAT€ GXFaD :.Ery1.^tf-a By 9n.+r•Iv.3J // .-•' _ :!'; (lkG9d4i•,.iaiGYV i 1jC f,��,, f- CC71�CNs'At�c�' ! v RA'I.e2'3.ffi p ' -,97 NOTES: IF CONSTRUCTION ENTRANCE 15 NOT PROPERLY MAINTAINED, A W RAO W/ WATER SUPPLY AND SEDIMENT TRAPPING DEVICE SHALL BE INST LED •- PER FREDERICK COUNTY PUBLIC WORKSso-�3 \\ `-: ' r 4 } • Ica t: � PPL4' 42-A-C2 • 1 s r>w: all i. G�'C71FXzP � r c%z:),Q.ATIOV EX P14 uSF: VacaY,r ,l P/N 42-A-G1 \ \\ 1 , STONE/ ' /ENTRANCE 70' Aft a,. • a a ....e. r : .... ..,.. .; ... •r�, . ; i u=Tl n n=il= rir�,.�r ELEVATIONSIDE - - -=-ii�'..1l•�. ■-�r�f.�f.�f.�l. Ifni:! \t� r: ,r,' MUST a r Or MZESS AND EGRESS PLAN VIEW OPEWTA31V SECTION .......................,........:.. REINFORCED SECTION B-B /' I AaVU fmm 1W y„r r StanOds for W Jr.w and Sedewt ConJr and Ya RX Plate / • 1 ATM 1 Q ` D.A. _ .y14" ,-40075.2 SQ. FT. ✓- 0.92 ACRES TP \� _ � o� ,r a. A i' DONS t' t. �;i-' �• � _ ]RjR T11S. , r .% y,, Ts4D' l9RL �'-.:-� e•`.^i"- r .. • +gil' a .� 4TORM, +-- `�„n."-•"�',.�� .�y�/� ,may, �✓ \J /I J WETi�/4CzE I WW --- -- DE c,RATE,sa gB-Bi CJF'E Tp REMAIN C045i Ml i i Im I � -- MATOP E;Q3TW3 P�Ah tfE� 9E�T'ON I ExiSTIrLG P � � f J i NDL LL,Q' 1e01111E 5� - NORiI 1•NCf (VNmAME UDTH WA) / ., R1M,32023 EsriR TRAP " DRAINAGE STORAGE REQUIRED STORAGE PROVIDED OUTLET WET STORAGE WET STORAGE WEiR TOP i-tEICsNT CREST OF WET DRY WET DRY AREA CU. YDS. CU. YDS. CU. YDS. CU. YDS. HEIGHT DEPTH DIMENSION LENGTH WIDTH BERM WEIR 1 O.92 1233 1233. 1505 156.1 15, 25' (AS 5HOWN) 55' 25' 25' 8195 BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET -�� O _ WATER WITH FILTERED WATER SETxMENT 'r SEDIMENT\L ; MARE SCREEN 2" X 4' WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABUM IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #367 OR #6 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-6 EROSION/SEDiMENT CONTROL LEGEND NO. KEY 5YM50L 3.02 GE 3.05 O X X A 3.0'1 I P VzJ 3.09--�- 3.18 0 333 PS PS 338 TP 0-0-0 LCG ESLCsND2 DESCRIPTION TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SILT FENCE INLET PROTECTION DIVERSION DIKE OUTLET PROTECTION PERMANENT SEEDING TREE PROTECTION TEMPORARY SEDIMENT TRAP LIMITS OF CLEARING E GRADING DRAINAGE DIVIDES ER05 i ON AND 5ED i1" ENT CONTROL NARRAT i VE : 0 Descriptlon:The proposed project consists of approximately 1.01 acres to be developed Z within the Trex Center Subdivision. This lot has an area of 1.01 acres. The total area to be disturbed by this project is approximately 128 acres. Date of construction: Construction will begin following plan approval and will take W approximately one (1) year to complete. � ■ � �i� Existing site conditions:The area to be disturbed under this plan is currently vacant and Z covered in brush and grass. Adjacent areas: This project is bounded to the north east by Interstate 81, to the east Windy Hill Business Park , a vacant lot to the west, and Windy Pill Lane to the south Soils information: The existing soil conditions w ere obtained from the USDA Soils Z Survey for Frederick County. On site soils belong to the Oaklet Silt Loam association (325). This soil is very deep, slopin and well drained. Permeabilityy is slow, W gent)y , runoff is medium, and erosion hazard is moderate. The surface layer consists 6f 5 inches � O U0 of dark brown silt loam and is underlain by brown clay. This soil belongs to hydrologic 01 -1 5011 group C. '" C\2 Critical areas: There are no critical areas on this site. CO EROSION AND 5EDIMENT CONTROL MEASURES � UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL I MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND Z x LO C\1 � � SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK W (U 0 1 0 STRUCTURAL MEASURES W a PHASE I: P. A CONSTRUCTION ENTRANCE (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM THE EXISTING �' GRAVEL ENTRANCE IN FRONT OF 5TINES CHAPEL TO MINIMIZE MUD CARRIED ONTO ADJACENT ROADS. THE CONSTRUCTION ENTRANCE SHALL REMAIN THROUGHOUT ALL PHASES OF CONSTRUCTION. DIVERSION DIKES (303), SILT FENCE (3.05) AND A SEDIMENT TRAP SHALL BE CONSTRUCTED DURING PHASE I CONTROL MEASURES PRIOR TO CLEARING THE SITE. °' V) W ;-. 1" IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE Q) 0 OUT PRIOR TO LEAVING THE SITE. DIVERSION DIKES WILL BE PLACED IN SUCH A WAY AS TO KEEP �, y SILT LADEN RUNOFF FROM FLOWING ONTO THE ENTRANCE OF NORTH BOUND ROUTE 522. w TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. INLET PROTECTION (3.01) AND CULVERT INLET PROTECTION DEVICES (3-08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES Z (3:1 OR GREATER) AND AS NEEDED TO 5TA51LIZE DISTURBED AREAS. 0 o VEGETATIVE MEASURES V) PERMANENT OR TEMPORARY SOIL 5TA51LiZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) 5 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION a 5HALL BE APPLIED WITHIN SEVEN (1) 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 Q APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL 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, m SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER ` WITHIN FIVE (5) DAYS AFTER GRADING. w 0 MINT STRATEGIES a0 CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS Q 0 POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT LT11 p ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER t GAS SUPPLY TRENCHES ARE TO BE COMPACTED, MICHA , $• STICK Y SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE LIC N E No. ,d Z��UZ OPEN AT ANY ONE TIME. 0 031162 ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. SSIONAL DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. 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 OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRA65 IS ESTABLISHED. A GRAVEL OUTLETS S H 1-1-1-1-BE CHA ECKED REGUL RLY FOR SEDIMENT BUILD - UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, W r U CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES Z E- O E 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAP t 1-+ Q CONSTRUCTION ENTRANCE). A4 z 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. p' 14 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING OPERATIONS. Z W 4. CLEAR AND GRUB REMAINDER OF SITE, ^ 5. ROUGH GRADE SITE. Q W W 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. E-+ a: U Z 1. FINAL GRADING. � � C%� 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. MEASURES THE APPROVAL THE INSPECTOR OU W O 9. REMOVE EROSION AND SEDIMENT CONTROL WITH OF E- U 0O SEEDING SCHEDULE a E_ 1. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4". P!1 ►--1 :� a 2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL AT A RATE OF 92 lbs. PER 1000 sf (2 TONS PER ACRE). W COW Q (2)3• FERTILIZE WITH 10-10-10 AT A RATE OF 23 lbs. PER 1000 sf (1000 lbs. PER ACRE). 4. PERMANENT SEED MIX WILL CON515T OF 61% KENTUCKY 31 TALL FESCUE AND 33% RED W <� z W x GLOVER a O 4-45. TEMPORARY SEED MIX WILL CONSIST OF OATS, A15RJZZI RYE OR EQUIVALENT. Q E 6. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3500 lbs. PER C0 ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. TH 15 5HEET FOR ER06ION AND 5EDIMENT CONTROL ONLY! ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL CONFOR'l TO THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK RE5PON51BLE LAND 1)15TURBER NAME: GERTIFIGATION #: DATE: THE RESIPON51 BLE LAND DISTURBER 15 THE PARTY RESPON51 BLE FOR GARRIN6 OUT THE LAND 1)15TURBIN6 AGTI\/ITY AS SET FORTH IN THE PLANS. DATE: November 2001 SCALE: 1" =30' DESIGNED BY: dlf JOB NO. 2856 SHEET 5 OF 6 x CU O O N N_ m c 7 L Q1 3 U) J lD Lc) N O CD U3 n CD c CD 01 w C 0 X w a� c U x a1 Lo N / cn a.1 LL 0 N/F G.-C^�F d,1,,464,'N10 0,\/ 81 wE,5 7ER,'�' 5 TO BE _. REMOVED i f \ I KEY BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY Acer campestre Hedge Maple 2" CAL. 2 TAXU5 CU5f=11D4T4 51EBOLD YEW 3(0" HT. 54 "51EBOLD" PRUNU5 5ERRUL,4TA KWANZ,4N 2" CAL. 11 "KWANZAN" CHERRY PIN1,15 5TROBU5 WHITE PINE (o' HT. 3 FR,4XINU5 4MERIC,4NA "R05EHILL" R05EHILL ,45H 211 CAL. 2 Landscabe Requirements: Perimeter Parking: 1 Shade Tree For Every (40) Forty Feet Perimeter = 492740' = 12 Trees Required) (12 Trees Provided) 8 bay perimeter = 112' 5 bay perimeter = 92' 9 bay perimeter = 122' 1 bayy perimeter = 166' Totar perimeter = 492' interior Parkins: 1 Shade Tree For Every (10) Ten Parking Spaces 29 Spaces/10 = 3 Trees Required (3 Trees Provided) TOTAL TREES PROVIDED = 18 Interior Green Space: Minimum of 5% Of The Interior Portions Of The Parking Lot Shall Be Landscaped Interior Area = 29,0425QFT. x.05 = 1,4525QFT. Required 1,8145QFT, Provided r / N.B.L U v/ ROUTS 52Z - NORTH FRED�RICfe P ;= i / (VARIABLE WIDTH RA) J SPEED LIMIT 45 M.P.N.iL- G. RUMMER Hoee r�i.. cur WIFE q2 GAUGE TURNOL CLE TREE WRAP WITH 50% OVERLAP FLAGGNG TAPE ON EACH LURE 2' DOLOLE 6WPtEDDED HARDWOoo MULCH/3" eAUCER PLAC>< TOP 1/6'OF ROOTBALL ABOVE FN16H GRADE 3 eTAKES TYPICAL PLANTNG DETAIL-- TREES OVER 2-1/2" CALIPER TFM aoT TO ecALE) SET TREE LEVEL AND 1'LUMB--6TRAr*1TEN AFTER SETTLEMENT IF REQUIRED. SET TREE WITH TOP 1/8 OF ROOT BALL ABOVE FINISHED GRADE ENCASE WIRE AROUND TRUNCK IN BLACK RUBBER HOSE. SECURE AT HEK.HT ABOVE FNISHED GRADE EQUAL TO V3-1/1 OF TREE REMOVE TOP V3 OF BURLAP AND CUT ROPE AND/OR REMOVE WiRE BASKET FROM BALL GUY WIRE 012 GAUGE 2' DOUBLE SHREDDED HARDWOOD 3" SOIL SAUCER 3 STAKES BAM-ILL L K3HTLY COMPACTED SETTLING MOUND TYPICAL PLANTIWG DETAIL-- EVERCxREEN TREES (NOT TO SCALE) i 20 10 O 20 40 SGALE: I" = 20' O LO 0 -t �� x> �� U yr E-4 Gz. n L+ S. O O w rn z w \ z p w � 0 U- 0 C Q \� U 0, w Q \ I �CA ooT L TH OUP 1AEL S. STICK( LIC N E No. 031162 � IONAL Go r E � OU)z QC� z z a Ez aw o E—>= Z O W DATE: November 2001 1 SCALE: 1" = 20' 1 DESIGNED BY: dlf FILE NO. 2856 1 SHEET 6 OF 6