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HomeMy WebLinkAbout38-04 Valley Farm Credit - Parking Lot - Back Creek - Backfile (2)GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation„ including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the resg�onsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation g g P P (VDOT) and Frederick County prior to construc tion in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. A Joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved iditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. Ana roved set of plans and all applicable permits must be available at the construction site. Also, a PP P PP P representative of the developer must be availaible at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed :from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved pllans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more thian 5% shall be paved with cement concrete to the limit_ indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to ithe nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDO7r standard SB-1. 12. Construction debris shall be containerized. in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate meians of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure thiat the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriiate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and ;appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact luorizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall iniform the engineer of any conflicts arising from his existing utility verification and the proposed constructiion. 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y g g result of his construction project within or couitiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior ito construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be - otected in accordance with state law. In the event gravesites are discovered during construction, the owner izid engineer must be notified immediately. 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 lan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick Count prior to pavement construction. If a p g� Y P P geotechnical report has been prepared, it shouild supersede the requirements in this note. VDOT GENERAL NOTES Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. _ _ e i V3. When working within VDOT right of way, all traffic control, whether permanent or temporary, shall b n accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the res onsibilit of the develo er. P Y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the ro ect, an employee certified b the Virginia Department of Conservation and Recreation VDCR in Erosion P jY g• P ( ) and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. IAny unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative 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 as belonging to a project to be accepted b VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Y g P PP P V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 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 right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way LEGEND EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR - - - -- - - - 330 PROPOSED CONTOUR 40 EX E/P EXISTING EDGE OF PAVEMENT PROP E/P PROPOSED EDGE OF PAVEMENTPAY EX C&G EXISTING CURB AND GUTTER"s PROP C&G PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T EX. 15" RCP EXISTING STORM SEWER PROP. 15 RCP -� PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE P PROPOSED ELECTRIC SERVICE P P EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE - - -► - ► -► FLOW LINE - - - FENCELINE # � * � � � � # � * EXISTING POWER POLE -d- EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE w i T i -I PROPOSED WATERLINE W/ TEE w w ' w EXISTING FIRE HYDRANT � EXISTING WATER VALVE w 9 w PROPOSED WATER METER m EXISTING REDUCER w PROPOSED REDUCER ^ w -o- STOP SIGN HANDICAP RAMP (CG-12) _� // DENOTES LOCATION OF STD VDOT C -gg2�/ OR J IC O S ANDAiBD RAMP CO TRPCM PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT 100x. PROPOSED BUILDING ENTRANCE l -(} EXISTING STREET LIGHT TT PROPOSED STREET NAME SIGN VICINITY MAP SCALE: 1 " = 2000' ii■ W Z En cLU coo co C o o RPoco C\2 to x `n os i`- �, a) Q) Q) d o a) L V., o 't ;. �!� a) d H r3 �oFo °4�soN 651 y °9 y s Q° �� Q F `4 �` `s ��� __,_-__._..__._I ,�. _. yp 651 s........._..___-._.._ .._... _...._.._._ ^ __ .. _ ...- Church_ ._.. __ G :r of Christi o - " �`o�� p State :.... 11 ;' s 7 ` °°py Exit-310 !'`as EVANDALE �0s°F�,, ° - 847 KERNSTO ,, US PK S ®p `4�9jFB ° p.,.-- ..__... _ SHEET INDEX a (D 0 .. i w v) c° COVER SHEET SHEET 1 OF 9 E&S CONTROL & DRAINAGE DIVIDES SHEET 2 OF 9 EROSION & SEDIMENT CONTROL DETAILS SHEET 3 OF 9 SITE PLAN SHEET 4 OF 9 GRADING PLAN SHEET 5 OF 9 LANDSCAPE PLAN SHEET 6 OF 9 SIGHT DISTANCE PROFILE SHEET 7 OF 9 SITE DETAILS SHEET 8 OF 9 SWM COMPUTATIONS &DETAILS SHEET 9 OF 9 Z O (� W (� H z rw � 0 U CS Z � W a Q W a � z W o U O P a Q 5 W E, ACV o M 0 00 CO THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION OF - MARK D, SMITH "d N ,022837 0,,� (/; r�a✓ �SI Cs� SjONAL PROJ'C'T INFORMATION "_ SITE LOCAT10i FREDERICK COUNTY EX STREET ADDRESS PROSPERITY DRIVE PARCEL IDENTIFICATION NO. 75-A-2K LOT AREA`, 1.22 ACRES DISTURBED AREA 1.28 AC. CURRENT ZONING B-2 CURRENT USE VACANT 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines P P g YP in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be laced on subgrade b means of a mechanical spreader. g Y P Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be P P P• P submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. P YP The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to p g p g PP P placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation g / stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. PROPOSED SANITARY LATERAL CLEANOUT ZO SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER 6 EASEMENT LINE CENTERLINE _ _ EXISTING SPOT ELEVATION 12.0 PROPOSED SPOT ELEVATION 715 3 EXISTING TREE LINE PROPOSED ZONING : B-2 PROPOSED USE : PARKING LOT SIGNS: NONE BUILDING SETBACKS: REQUIRED: FRONT: 35' PROPOSED: FRONTA / SIDE: O, : N SIDE: N/A , REAR. 0 REAR: N/A PARKING CALCULATIONS REQUIRED PARKING=O SPACES PROPOSED PARKING=75 SPACES OPEN SPACE CALCULATIONS OPEN SPACE PROVIDED=19,251.1 S.F. f 15% OPEN SPACE REQUIRED= 53,143.2 S.F. X 0.15=7,971.48 S.F. �., >.. 19,251.1S.F. 53 143.2 S.F.=36% OPEN SPACE PROVIDED #_. ;-: / -- f,j a LANDSCAPE CALCULATIONS A-i TOTAL PROPOSED IMPERVIOUS AREA=33,892.1 S.F. 33 892.1 S.F. 2 000 S.F.=17 PERIMETER PLANTINGS PROVIDED 25 REQUIRED INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES 75 SPACES/10 = 8 INTERIOR PLANTINGS, PROVIDED 14 k'°.. TOTAL REQUIRED TREES=25 TREES TOTAL PROVIDED TREES=39 TREES TOTAL REQUIRED SHRUBS=O SHRUBS TOTAL PROVIDED SHRUBS=26 SHRUBS PHASING NARRATIVE THE PROPOSED PARKING LOT IS INTENDED FOR USE BY VALLEY FARM CREDIT AND THEIR ASSOCIATES. THE PROPOSED PARKING LOT WILL BE DEVELOPED IN TWO PHASES. THE FIRST PHASE WILL BEGIN IMMEDIATELY UPON SITE PLAN APPROVAL. THE SECOND PHASE WILL BE UTILIZED FOR CONSTRUCTION STAGING FOR THE VALLEY FARM CREDIT OFFICE BUILDING EXPANSION AND WILL BE COMPLETED IMMEDIATELY FOLLOWING THIS BUILDING EXPANSION. THE SECOND PHASE WILL BE BONDED WITH A SURETY ACCEPTABLE TO FREDERICK COUNTY DURING THE CONSTRUCTION OF THE PHASE 1 PARKING. \ .: i 1 _ ® w �' W W W ;> `,.., O W Q O J Z Y CC Q 0 W ® 0- O CC H O (y C� ram) Q . >_ � � W E-1 O U �} �4 w W Q W W Qr.- x FCSA CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com Y P 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of anew line: a) The Authority shall furnish all labor anEd material. b The developer/contractor must: 1. make application and pay deposit 2. mark the to location. P 6. The contractor shall tie-in a new sewer lime to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services: on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibiliity to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cower, must be properly aligned with the coppersetter. b) The frame and cover shall be set to fiinal grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 2 inches. d) All components of the meter box asseirnbly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is t(o be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be maide and fees paid before work will begin. 0 INNERS CERTIFICATE The foregoing Site Plan of the land of VALLEY FARM CREDIT is with the free consent and in accordance with the desires'"""y'' of the dersi ned owners, g properties and trustees if any. 2-le)y RO ERT N. CARPENTElk, PRESIDENT -CEO DATE rT APPROVAL FIRE MARSHALL S NOTE /� - �'� F E RICK COUNTY ZONING ADMINISTRATOR DATE * APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed b field inspection at the direction of the Fire Marshall's Office. Y P TRIP GENERATION DATA Project Name: VALLEY PA RM CREDIT Project Number: 3937 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) 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 shall furnish and installl the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 710 GENERAL OFFICE BUILDING N/A 11 PER 1,000 S.F. OF GROSS FLOOR AREA 14,525 S.F. 157 Magisterial District: BACK CREEK MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) JUNE 4, 2004 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSIE standard No. 1015 or 1013. * T N FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. g P P PO BOX 2700 UTILITY CONTACTS DATE: JUNE 4, 2004 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). 'The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VALLEY FARM CREDIT WINCHESTER, VA 22604 (540) 662-3473 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, 0VA.61 22604 Baltimore, MD 21297 (540) 86$-1061 (301) Shenandoah a Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 SCALE: N/A Developer: VALLEY FARM CREDIT Address, Including Zip Code & Telephone No. PO BOX WINCHESTER, VA 22604 (540) 662-3473 HANDICAPPED PARKING NOTE DESIGNED BY: CR Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 FILE NO. 3937 Handicapped pairking spaces and aisles shall slope no greater than 2% in all directions. SHEET 1 OF 9 AUG 252M PLANNENG &l�DEV- CE t f/00 i I i i NEW CENTURY COLLISION OFF -SITE r r rr A-0.97 AC. f' CA90 29 Z' � I f I Ii f ' f HORTONS NURSERY ?` A=0.971..AC. Cw=0. - CA=0.6567 ,. I=6.80u =4.42 9 J.. a l ON -SITE UNDETAINED A=0.25 AC; f'Fh t J C=0.30 f CA=0.80, ' ' Quo = I=6:5 o0 i J DRAI1 AGE DIVIDE PLAN SCALE: P = 50' 50 25 0 50 100 SCALE: 1" = 50' ,A LIMITS OF CLEARING AND GRADING \ N I I �ko I I eQ I I I w I i PERMANENT CLEAN WATER DIVERSION DIKE ; I ss f LIMITS OF CLEARINGS cj X ,,--AND GRADING — — — — � 273.17' — — — — — lir✓' �/pD r i 1 I i I �, �; � t E 1 . pl}�FIffS OF CLEARINGI ( "EX. RO' . 135 i ' DIN I I � ° EX F H t9 3.33i nil rt�.✓ai' ul sF I WJ �,aISHRA K 1 1 li DETENTION POND TO BE CONSTRUCTED FIRST AND USED AS A TEMPORARY SEDIMENT TRAP I ONCE THE $ITE' tS"'FULLY STABILIZED, THE SILT -- --- _ I s " r SHAD B1= REMOVED AND THE POND BROUGHT SF -BACK TO DESIGN GRADES AND PIPES FLUSHED,--'-_ \ / lI-V a - - LIJ71'ITS OF CLEARING — AND GRAD I I III I) J II II I TH15 SHEET FOR EROSION ANC SILTA / CONC. FLUME �.. -11 1. 752 '` 1 ' . ?fix 752 ~` 71 ��--EXISiINCx �r sF 1. , ( II I SPRINKLER III I I (I e o I ELOCATED �1 i- rri LIMITS OF CLEARING - AND GRADING c � I fY/ : }- 1 � o jjj I No •f_.,�� �����.G.�i� r x z x ■i � la W Z z ulCQ o Ln > C c a w c) ' CD 0 00 V 4D x Lf)� W 0 a►r,on a � .. 0 .; 1-4 Fw .. o wca W H � z W U O z L) O z o W a w (�wa a A w 5 a W F A co OP MARK D. SMITH No, 022837 j 0ell `S- L F— _ Q E_ � � c) W z p J Q z w z CC M E, IL un 01 �- z I L w Q O W a v w oJ wQ V as I 1A CV DATE: JUNE 4, 2004 Efl5 PLAN �L4LE- I"=10 TION CONTROL FURF05ES ONLY!!! SCALE: AS NOTED DESIGNED BY: CR 20 10 0 20 40 mmmmmmommmmmod FILE NO. 3937 SCALE: 1 " = 20' SHEET 2 OF 9.: r 611 AUG 2 5 20 au FREDEF�l � MKIltof, poUNry PIPE OUTLET CONDITIONS CONSTRUCTION OF A SILT FENCE CONSTRUCTION OF A SILT FENCE a 0 (WITHOUT WIRE SUPPORT) (WITH WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL NARRATIVE: ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO x A A BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH E. SET POSTS AND EXCAVATE A 4°X4° 2. STAPLE WIRE FENCING TO THE POSTS. UPSLOPE ALONG THE LINE OF TRENCH UPSLOPE ALONG THE LINE _ FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) STAKES. OF POSTS. WMAX. 70N� A , A' r PROJECT DESCRIPTION DAYS AFTER GRADING. W THIS PROPERTY IS LOCATED OFF OF PROSPERITY DRIVE (US ROUTE 1129) IN MANAGEMENT 5TRATEGIE6 ` j d° --� , FlL cLon+1 6. �N A � u FREDERICK COUNTY. THE SITE AREA IS 1.22 ACRES WITH APPROXIMATELY 126 ACRES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL z PIPE OUTLET TO FIAT /'� 1 lam' /^ I /- / BEING DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF CONSTRUCTION BEGIN AND END AS QUICKLY AS POSSIBLE. s 1 AREA CHANNEL NO DEFINED �-� - ��� �� � 1I11 I � � _ / SIDE ELEVATION OF A PARKING LOT AND ASSOCIATED APPURTANANCES. /� PLAN -� -'l-1 1 III -/--` I1 IIINo THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE `/ FLOW / ..� 70'16N EXISTING SITE CONDITIONS INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL Z G� _ G� MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT L a III III 4° - = e 'o" rAnL THE SITE IS CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH AN W o wAswavcY; ARE CRITICAL t0 THE EFFECTIVENESS OF THE PROGRAM. � (MrID ALA AVERAGE 5.5% INCLINE. STORM WATER MANAGEMENT TO BE PROVIDED ON -SITE. Cv CO o x 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT OW �o AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS %N (V � 11 d IT STAKES AND EXTEND THE EXCAVATED SOIL. FLOW III 4° III P EXISTING SOILS HAVE SLIGHT t0 MODERATE EROSION HAZARD PER THE SHALL BE GLEANED UP AND REMOVED. Co 0 IT INTO THE TRENCH. iz' etrN. p CO C� FREDERICK COUNTY SOIL SURVEY BOOK SECTION A -A TMTER NTH KEY IN a -B : RECOMMENDED FOR MMM PF.R=TXR ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY tt0 to 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFlLL AND COMPACT THE � � O � FENCE AND EXTEND R INTO THE TRENCH. EXCAVATED SOIL -�- TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) ^, A % j HOT It IENT AGE �o' M. ADJACENT PROPERTY Z �' cOURSEAGGREG4TE B m sEuseavr DAYS AFTER BACKFILLINC. NO MORE THAN 500 FEET ARE TO BE OPEN At LO N niAPPN` OEVVE THE SITE IS BOUNDED BY PROSPERITY DRIVE (US RT. 1129) TO THE NORTHEAST AND ANY ONE TIME. lu III 1II� • MUST INGRESS V E Iran+ THE REMAINDER OF THE PROPERTY IS BOUNDED Y -2 ON PROPERTY. 'b a-' G; W 3d (MIN.) OF RATIOE55 AND EGRESS DED B B ZONED PROPER o A ° PLAN VIEW ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) W Q) o 4 -w LC) tw DAYS OF COMPLETION OF GRADING. 4 R, f do / " 12,MIN EROSION AND SEDIMENT CONTROL MEASURES �: UCD PIPE OUTLET TO WELL II -III (III III rM,N. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL LO F 44 DEFINED CHANNEL SHEET FLOW INSTALLATION / --� `® ::::.. 3'WN. SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS PLAN VIEWb (PERSPECTIVE VIEW) i'-' - �i' = ACCORDING t0 THE MINIMUM STANDARDS AND SPECIFICATIONS OF THEyIRGINIA SHALL BE REMOVED. L a FLOW r- - FLOW - FlL7ER CL07H EROSION AND SEDIMENT CONTROL HANDBOOK 03 / SECTION A -A DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT A A �� III '" =III '" 6•-7. CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO Q) o o xc \ �� GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. V - ' DEVICES ARE IN PLACE. CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO b d \ '' '` Id THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN I SECTION A -A FILTER FABRIC ('.,' ' ' . ; SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE c W U) FILTER CLOTH XET IN s'-ee-, NTIRE RECOMMMED FOR E?MU TER _ - II -I STRUCTURAL MEASURES STANDARDS AND SPECIFICATIONS IN THE YIRGINIA EROSION AND SEDIMENT NOTES: 1. APRON LINING MAY BE RTPRAP, GROUTED RIPRAP;, GABION BASIN, OR CONCRETE. POINTS A SHOULD BE HIGHER THAN POINT B. CONTROL HANDBOOK 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED I� I I WIRE In 2. USING PLATES 3.18-3 AND 3.16-4. DRAINAGEWAY INSTALLATION REINFORCED CONCRETE oRaN SPACE [ I A CONSTRUCTION ENTRANCE (3.02) SHALL BE PROVIDED TO THE PROJECT AREA MAINTENANCE 3. d = 1.5 7WS THE MAXD(UM STONE DIAMETERR, BUT NOT (FRONT ELEVATION) - SECTION B-B FROM PROSPERITY DR (RT. 1129). W E- LM THAN 9 INS' IJRC& Adapted from InMabon of Stray end Fabric Filter Barriers for Sediment Control,9A DSIC pIAT6. 3.05-2 SOURCE: AdepTed from IOsWation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.D5-1 ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE � Z Source: Va. DSWC Plate 3.18-1 %wW and ITant %mood g >�t SOURCE A114P1ED from 1983 Maryland Standards for Soil eiosron and Sedrment Control and Fo. DSWC Plate J02-1 � W SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY O STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. Z O ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END CHECK DAMS (320) SHALL BE INSTALLED IN EXISTING ROAD DITCHES t0 REDUCE OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE O z E- THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE I-+ Z O VELOCITIES OF CONCENTRATED FLOWS. FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. z 3.20-1 SILT FENCE CULVERT INLET 5 a ROCK CHECK DAM w TEMPORARY DIVERSION DIKE TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY W PROTECTION ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 2 ACRES OR LESS OF DRAINAGE AREA: DISTURBED AREAS. ANY REPAIRS SHALL BE MADE IMMEDIATELY. A ENDWALL SHOULD THE FABRIC ON A SILT FENCE OR FILTER FABRIC DECOMPOSE OR fa V) ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE W 5 Compacted Soil BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, to 3,PROJECT, AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED W a 18" min. IMMEDIATELY. (y FILTER 3" TOE OF FILL CULVERT --ow CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO NAc�TB - STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE AND BEING TRANSFERRED BY THE CULVERT. HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. W \ 0 (DOWNSTREAM VIEW) lilli I Ealill I Effillil 1111111111 Will I milli I Will I milli 1101111111111 F' M �- 4.5' min. ----� TEMPORARY SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50516 ACQ vnoT #f CONCENTRATED RUNOFF SAFELY FROM THE TOP t0 THE BOTTOM OF ALL FILL TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. � °p COARSE ACCRECATE SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE IS STABILIZED. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED FLOW {'� 3" TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED AND CLEANED OR REPLACED IMMEDIATELY. 0 TOE OF FILLTEMPORARY ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE ` SOURCE: VA. DSWC PLATE 3.o9-i THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN SILT FENCE o o 'olsraNCE Is s' MINIMUM IF FLOW DISTURBED AREAS•y /� /� A GLEAN, DUST AND MUD FREE, CONDITION At ALL TIMES. � IS TOWARD EMBANKMENT UTILITY CONSTRUCTION ,02 837 2->0 ACRES OF DRAINAG.'E AREA: LFLOW PI-IASES OF LAND DISTURBANCE ACTIVITIES MARK D. SMITH � PROVIDE SILT FENCE AND/OR OTHER CONREOL DEVICES, AS MAY BE REQUIRED, TO 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. C 2 CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 6" 3" OPTIONAL ST OIVE COMBINATION TE SHALL BEtY LEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY AFTER 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING sSIONAL FILTER CLOTH 4. CLEAR AND GRUB REMAINDER OF SITE. (OPTIONAL) 1 1-0 ,.5 I PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HYDRANTS OR OTHER 5. ROUGH GRADE SITE. POINTS OF DISCHARGE DURING TESTING OF THE WATER DISTRIBUTION SYSTEM. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. (DOWNSTREAM VIEW) 1. FINAL GRADING. S. RESTORATION AND STABILIZATION OF DISTURBED AREAS. VDOT #f FLOW 2.5' VEGETATIVE MEASURES S. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL COARSE AGGREGATE PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED OF THE INSPECTOR AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION STORM WATER POLLUTION PREVENTION NOTE5 3 Floc►, OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) " °VDOT i3, #357. 05, r55 OR /57 COARSE AGGREGATE CLASS I RIPRAP DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN I. THIS SITE PLAN SET IS TO BE INCORPORATED AS PART OF THE STORM TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN WATER POLLUTION PREVENTION PLANS AND PERMIT. HIGH VELOCITY OF FLOW IS EXPECTED DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION CLASS f RIPRAP SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED SOURCE: ADAPTED from SIX l6) MONTHS. m YDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 70 STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STORM WATER DISCHARGES. ® E, TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER 3. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE RESPONSIBLE E 4 ►�-+ GRADING. LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE AND DOWNSTREAM LOCATIONS SHALL ALSO BE INSPECTED t0 DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING ER05ION/6EDIMENT CONTROL LEGEND SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL 0 O Q > MEASURES NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED E- NO. KEY �YM�OL iiESCRIPTI®N STORM EVENT. Z E-+ 3.02 GE TEMPORARY GRAVEL CONSTRUCTION 4. ® Q'r � THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR ENTRANCE PREPARING INSPECTION REPORTS PER PART 11, D., 4., C. (INSPECTIONS) AS L) � Cr � O 305 a X--X- -jam SILT FENCE REQUIRED BY THE PERMIT. 5. THERE ARE NO KNOWN, NONSTORM WATER DISCHARGES ASSOCIATED WITH 3.01 IP STORM DRAIN INLET PROTECTION THIS PLAN. UL GRASSING 4 SEEDING SCHEDULE GRASSING 4 SEEDING SCHEDULE (SUMMER) '-' co Q4 W 3.08 FESCUE 40 LBSJAGRE BERMUDA m 4 LBSJACRE �W ® � W GIP CULVERT INLET PROTECTION RYE 20 LBSJACRE MILLET g 40 LBSJACRE a W Q 3.09 DD , � TEMPORARY DIVERSION DIKE FERTILIZER m 1000 LBSJACREf 10-10-10 OR EQUAL FERTILIZER Q 1000 I.BSJACREt 10-10-10 OR EQUAL ® W W 0 � w STRAW MULCH a� 2 TONS/ACRE STRAW MULCH m 2 TONS/ACRE a U 3.10 FD FD TEMPORARY FILL DIVERSION LIMESTONE 1 1/2 TONS/ACRE LIMESTONE 0 1 1/2 TONS/ACRE o j ►-I � U 3.11 � R TEMPORARY RIGHT OF WAY DIVERSION Q � 3.12 DV a..t../.e DIVERSION W 3.13 St TEMPORARY SEDIMENT TRAP RE 5PON S I BL. E LAND D I STUR5E: R 3.18 OPgin=OUTLET PROTECTION NAME: 320 CD -- ®--®--- ROCK CHECK DAMS CERTIFICATION 333 SO --a SODDING DATE: 338 tP 0-0-0 TREE PROTECTION THE RESPON518LE LAND D I5TURBER LCG LIMITS OF CLEARING 4 GRADING DATE: JUNE 4, 2004 IS TI-IE PARTY RE:vi=ONSI�3LE FOR CARRYING OUT THE LAND DISTURBING ® DRAINAGE DIVIDES ACTIVITY A5 SET FORTH IN THE PLANS. SCALE: NTS CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN DESIGNED BY: CR 14 DAYS AFTER START FILE NO. 3937 SHEET 3 OF 9 a AUG 2 'l! 4 FREDERICK COUNTY PLANNING & DEVELOPMENT DENOTES PH45E 1DENOTE5 FICA,5E NOTES, z I — oC W I I W I z z W CD CO >��I a.� ccv�, cco,0 01) w LOT 14 > "tC� Tl"1 75-A-2J x `r' RT4T PARTNERSHIP ZONED - B2 X W o �? USE -UNIMPROVED 0 -' TM 75-A-2D a►n an RTtT PARTNFRSI-!lP .-4x I00 E E X..0 / 6 1 USE - UNIAC, MPROVED w N EX. 5M ZONED - B.? w f'N,45E 2 = 25 FARK/NCi 5FACE5 1 wFqA5E 1 5.0, _ I- ztany to a co -- -_ - !uf 5 xco ., 3614' •n eye V. { C� tll 1 OP 1 '`� , .£ .a^ `� : , !' ROP. `:hs " Z�4\i 1 d !° t rdF i ;, y Ii OP. o 23�� pr• A; i S`¢ EX\ W \ Y LOT 15z ' \ C,Cs-6R R 'r� w I H z TM 75-A-2K�.k o VALLEY FAR�1 CREDIT EX. FC' H a U 122 AC, USE - COMMERCIAL ZONED 8 �w s, t I F , LL PROP LP- .— e t ? ,.. Tf ROF./ \ w ...—.._.. . 2 r4 ti ? 4 - tl .t Y rat ao BARCO q � TOP S/GN PROP. LP �� zf 1 = f- - . 1� (� - 4' Y tl Qa a' SF"-"�. r � e�r, -� t '• � 1 f 0 ,{ TM 75 A 2L TEMP. Y CONCRETE Rr f: CIA \ (Q U;I I REPT/DE LLC 4 t— _ IUNEEL STOP - F . R $. A £, to :s U Z l I-M AC, _ WI TN PHASE 1 � # +=re 3 ;t N co I I _ /2\ ZONED B2 t B3 MARK D, SMITH \ 5 R y ,y,�Y :F I w z I I USE -DENT/ST OFFICE ' a N o, 0228 3 7 PROP. LP 9 i I (� 111V/// �, .„ � 1 }; Z ap k c9�, QS I . "� i ,. }_ � 4- r z iv ION L 1 ROP. n /4 A a, A `(LL' WO l d) tL 1) (L Q ROP. " I / l �I EX, zz� L� TM 75-A-2� tl3 i �� UTIL I NORTON INVESTMENTS, LLC Z ' 'T { ,� k 'j khl., , ` x � q m ° MK EX. Li=C. I ` DB PCx 954 1069 Q s, 5R S T% N5 EX, E -EC, "` r D� I 7W AC. USE' - NURSERY y; ,a� ' ° .f., EX. ELE, i ZONED - 932 s Op FIwD, ACCE55 PROP, 2' W11L) PEI) W CONC. FLUME , I EX. GAS Lit 55 R6 &' 9 A5 j( } � x MIA PROP. 5' 5/W PROP. CONCRETE 5TEP WIT14-HANDASAIL-5- !- EX. CGc-6R -1— i kX G i X. G, III I i X. L E tt PROP. PED. AC III LOT 16 TM 75-A-2G EX. UP (lI VALLEY FARM T CREDI Ii I 2" AC, USE - COMMERCIAL ZONED - 02 1. NO OUTDOOR STORAGE, OUTDOC)R DISPLAY, VEHICLES AWAITING REPAIR OR INOPERABLE VEHICLES WILL BE LOCATED ON TH15 SITE. 2. PEDESTRIANS WILL ACCESS VALLEY FARM CREDIT ONCE THROUGH THE LOWER PARKING LOT. ONE PARKING SPACE HAS BEEN ELIMINATED TO ENSURE SAFE ACCESS TO THE LOWER PARKING LOT ADJACENT TO CONCRETE STEPS. 3. ALL OUTDOOR LIGHTING SHALL BE PROJECTED DOWNWARD AND SHIELDED TO PREVENT GLARE ON ADJOINING PROPERTIES AND ROADS. 4. NO OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR THIS SITE. 5. PARCEL �15-A-2K AND PARCEL 15-A-2G WILL BE CON50LIDATED AT THE TIME THAT THE VALLEY FARM CREDIT OFFICE BUILDING IS EXPANDE PROP. 5' SNJ LESS ,w .` Ir AEX. '� i I CCs-�oR I�X. G S 'IK II (i :LEf� ! kX. 6 TI✓: 1 z 1 PARKING SPACE TO BE ELIMINATED I m TO PROVIDE FOR PEDESTRIAN "' ACCESS WAY FROM PARCEL 15-A-2K 1 EX. PARKING 49 TOTAL \� in (INCLUDES 3 HC SPACES) I E>1 2 ADDITIONAL HC SPACES WILL BE PROVIDED ON PARCEL 75-A-2G AT THE TIME THAT THE VALLEY FARM CREDIT OFFICE BUILDING 19 EXPANDED. (LI I low ells 0 C N �0 'A C) O \\ Cn I ;---------- ---------.____LINE_ESMT. - - ------- __ lI ' ---IF-- f I - -- a� Qu D. -------------------------------29'._WATER-_LINE__ESMT.-.__....__ I I I I m 0 I UJ ✓`o �- �" I n� N I o � I I I m x 7M 75-A-2E MtC PROSPERITY LLC 23.6 AC, USE - UNIMPROVED ZONED - B2 20 • 0 20 40 F Ey H W 04 U Q .I Q � Z - E-, a � Y � W � �D O a � IUL ul O � w >= w w O cc w DATE: JUNE 4, 2004 SCALE: I" = 20' DESIGNED BY: CR FILE NO. 3937 SHEET 4 OF 9 D c c v E AUG 2 5 ' ?� FREDERICK COUNTY PLANNING & DEVELOPMENT / I r / I 59EP I TM 75-A-20 _- .. RTtr PARTNERSN�P _ — — - 164 USE - WIMPROVED / �EX 5M; ZONED - 132 . / 00 762 6m55 ter_ -.Z:._40 - _3m 43 6 ec 6 Bc 6 ® B58— c -0 -16Bc 6 0 590 Ex. p/sc 61B5C5 B6200 66 ( _ I�Ex' 59-15" EX � H � 455 ��61 00Bc E�FC 1(00 59R� '58� -"---------- 5 38 a I i 6 (00 1�m I � 5915 50 59BC __- r�-- WgB� 5920 00 v 9� 59 z 8 58sc 75Toc �g8 EX ENT/ p A I (00 •_ 1I� P I �>j� / 00 I /� I TM 75-A-2L -- / 558C I �j I ( REPW AC G 5 �J 00/ -U ZONED - B2 103 __ 56Bc 56�C USE - DENTIST OFFICE 5128 56r 5638 6 5c 55115 Bc J / / 4� 3 �323 540 524P4 4B440 T E 4I 6B0 2 519 75-A-2 Z -/ IAORTON INVESTMNTSLC OB 9.54 F.:069 50 5% TRAEX. E)�G.EL / 7.W AC, r Bc Bc 14USE - NURSERY 55B40 oEx. T. E'l EI_ ZONED - $2 PROP2' UDE CONC. FLUME j EXC-a 45 LINE UA 0 530 Bc sc 3 5400 BC TM 75-A-2E 5040 MtG P1FbSF'ER/TY LLG i t 54mC - - _ �- 35 53 � ,B 52BC 52LP 2 4.8�� f / \ AC, _ 1 I ( USE - GN/I'�VFD i 754 �Q ZONED - B? --i-34 752 50 / 11! \ \ 752 X 5 NO, -- EX15T I � SEX. CG-(OR J / I kX. Cx r%� . ~ ; 1�. SPRINKLEt� EX. G 1 3 \ I 1 f r r u-C �I # �23t , f I cRE�OCATED BE / E X. C L \� L `�. / 46 '-12" RCP l / / CL. llI 565 o m 00 SPACE TO BE ELIMINATED �I m 44 TO _ � I � � i c1vIDE FOR PEDESTR{AN a ( l \ - -- I LOT 16 aGC, SS WAY FROM PARCEL 15-A-2K ¢ y rM 75-A-26 x \ EX. UP II VALLEY FARM CRED/r / 0 2.P.10 AC. ;_ .tea - / i � i �I I )=X, t- ..r.,.I�.Cs �=t _. TOTAL CAL \�� � / � — USE - COMMERCIAL ZONED - B2 \ � _ I E : wv 4 2 ,i:r?il"IONAi_ „': 6f:'ACES UJILL ISE PROVIDED -� ON F�"RCEL-I5--A-2Cx AT THE TIME THAT THE vAi_.LEY' F,4,Rr-f C-REDIT OFFICE BUILDING- IS EXPANDED. / Ile i N �{ x W W Z Z W 0 o CD 00 Q' N c�0 C\l ap co LO co Z ~ ~ LuLo U � LO N co W (1) o w w z � W O 0 Z 0 U � z z qo W a w a Q w 5 w � 4 E-+ OF MARK D, SMITH No022837 W ssIONAL � E- w E- 0 Q > Z_ E- Y � w � �D O IL Q Lu � co a w Q w°�P� DATE: JUNE 4, 2004 SCALE: 1" = 20' 20 10 0 20 40 DESIGNED BY: CR FILE NO. 3937 SCALE: 1 " = 20' SHEET 5 OF 9 pECE WE AUG FREDERICK COUNTY PLANNING & DEVELOPMENT TREE LEGEND) SYMBOL QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS CALIPER 6 b" Af30VF- GRADE RB 1ro RED BUD 545 2" MIN TM 11 TRIDENT MAPLE SI e MEN 2" MIN ZA 3 ZELKOV,4 � ° 545 2" MIN ERG 9 EASTERN RED CE1DA4R N/,4 SHRUB LEGEND SYMBOL QUANTITY NAME CONTAINER ZE REMAR<S CALIPER 55 5HIR05ANA SPIfREAE i GAL. 545 N/A DI 11 DWARF ITEA i G,4L. N/A BB P BEAUTY BERRY i COAL. B N/,4 N m UN 01 75- A-2 40RTnV JNVE6TI`9E'NT6, LLC 053 954 tz* /06 9 7.95 AC. U6E - NU EERY ZOJVED - e2 mg Z ac- w EX. UP LOT 14 TM 75-A-2J RT4T FARTNER641F .TONED - 62 U6E - UNII-IPROVEU E RC N 39 01`05�!f3.17' LOT 15 V1 7.5-A-2I: VALLEY' FAte'-1 CRELWT 122 AC U6E - COM1" JERCIAL ,ZONE!) - 432 ATM w'T �4 -Q i� UI � xI I EX. }� ,.AVE ENT. all TM DIf r BB B B I E35 r D TM! SDI I 55 lipUTIL s5 55 tjj ` MKi�. EX. EI C. 1� `1 TRANS _ R�kfft 55 EX. TELE. E � DI TM 1 1 055 C355 0 BB C_.4j EXISTING— (�C I I I EX. CGS-rnR 1 I X. I 'W X. S'R INKLER I IEx. G Cx I o tt ( HEADS - TO E E RELOCATED X#�� I PARKING 51=AGE TO BE ELIMINATED II rn i Fr, I TO PROVIDE FOR PEDESTRIAN 1� 7� A 2 :ACCESS WAY FROM PARCEL-I�-A-2K I (I Cn "I (IV / � VALLEY FAR'9 CREOIT II 2.00 AC. n ; - � /�� U&E - COtPIERCJAL - a %J ZONED- �2 (Ii�CLU>���=_�:� � NC �E'ACES) 2 ADD(Ti� -'-NAL HC SPACES WILL BE FROVIDED ON 15-A-26 AT THE TIME THAT THE VALLEY � ,4RI"I CREDIT OFFICE BUILDING 15 EXPANDED. alb NOT ALL RA15ED 15LAND5 WITHIN THE PARCING TALL BE LANDSCAPED WITH SHADE TREES AND GRASS. -. �:.�;,, 55 WV1 x 1 c x ul x W Z Z W C\1 0 U) co co '- CCVQ C a I �co.0 0 Z ., y I c x �' co ui 0 77-17,g-A-20 RTiT f ARTNER6141F H 1.00 AC �, USE - UNJI lf�=�ROVzt� v- w EX. 5M ZONED- E32 N Q) >, 1107 llh"**% d r/ ^✓ I� �ll � W� i I z � w O � III Z 0 0 0 EX FH z o I I Ex. FC W a rx II pi W a vi a Q w full w �5y hill W W xl I a wl i �" rn m C\2 � 00 lilt IC I HO J J1 I 7M `15-A-4- i RETIDE LLC (I 1.00 AC. o MARK D, SMITH ,ZONED - a2 $ b3 "d No, 022837 Q I l UbE t - OENT16T IC,E' G � �� f f �X / `SIGNAL I I X.iGA5 LI► T%i 75-A-2E" M C PZA5PERIT r LLC 2.3S$ AC. U5E - UNIM ='RC>vE'L .LONEd7 - E32 0 10 0 20 40 E-+ w O Q > E° Wr Z LL IL uj U O w w �w Wa04�, O W DATE: JUNE 4, 2004 SCALE: 1" =20' DESIGNED BY: CR FILE NO. 3937 SHEET 6 OF 9 D�r--C E � W E FREDERICK COUNTY PLANNING & DEVELOPMENT AiNnoo Nmkl d 9 m n r-7, r-,\ rz, 30 �� I \ �• r' tm irri WM 1Z-2Kls �$ OWd 0„9 754 j it �- -J/ ____= 91 s 1/, ol� ti .a 1 i \ 1` 1WS3 30dNIVa(l a , _ --------------------- --------- -... .-------- ' ----- Q,...------. ---•---------- r-----•----•------------------� WM 8 'X3 WM 0.2 .xy � �r%�QQm /i' � -/ 5�Cx4-i�' S��STANGE E s� � � �• � t9 �9 L9 do LID 1 �. — -- —11PR05FERITY, DRIVE ,�- LID RT. 1121 Rky II •s I li INTX. PROP. CCU-11 4 PR05PERITY ]DR. VARIABLE ww WALE: P' ■ 20' H®RZ I'■5' VERT. 110 SIGHT t DISTANCE EXCEEDS 280' x I � x W W z z W 0 O � > CD �� co a c� C 1 ' V 22 Z"? x Loc LY >,(u wI a� W� 0"�Lo d Q) o �N N d W t/i O w - %v — -, --- -- -- -- ---- - -- — x— —- -- , -- --- -- -_ -- i — � a W o G 12400 @y. 13400 0 6 o rO� V -- --- -- — n— -- --- -- -- r Z o a W a w � w a a A w 5 w p" • 44 110 rn Q � m MARK D, SMITH N 1022837 -to � Q � WH Q a V � dE z Y W a, < U) a L E ---' >aw Q W O a w 04 � J � J � � U) Q � DATE: JUNE 4, 2004 SCALE: V. 1" = 5' DESIGNED BY: CR FILE NO. 3937 SHEET 7 OF 9 D E C E VE r, i FREDERICK COUNTY PLANNING & DEVELOPMENT x CG-11 UJ ;I X Street approach same (radius to be as A surfacing as mainline —I roadway LU (Radius to be as shown on plane) shown on plans) L j ®Radial ombination // ST•D Ca-12 curb and gutter / 4' �2e TOP OF CURB �e TRAFFIC n Q e (� N DR N T ■s FFIC DR AR (st'd. cG-6) �// GUTTER PAN The Archetype — °B� 8 , 2114/00 • f t :1 ° M LIG revision ar. g� 4° SIDLIYALIx ® I >n I .. e as • • 6" ' 6" Class A3 (H.E.B.UJ o fpt*....l Flow Line Concrete _ Z_ ---------- STD. CCx -t'O WIDTH Sy dtB ° WpiHdHORIZONTAL, ]4MNHOR7NTAL: 30°MMM RCO Type: - Job: Approvals: � to Expansion Expansion Joint /� Joint A w SECTION C-C 0 II 48• 42BUmTk BKidB MAXYN DTN VERTICAL: 9° FEIC&I' VERTICA , 6• HEWOr AGEe ADC SUPr7X i �� f�8B4GEe PRffiXAND®IRiX ]'CAPITALS tOM 9' AND 6• BTti=r NAME eK+NB Catalogfl@lmllfer: CQ CU 1-4 + Note: Width '8' 2'-0' or as Mainline roadway shown on typical section. PLAN VIEW 0 0 CONCRETE FACE OF CURB ANCHORS AT STREET SHAM: HORIZONTAL IffCTAW E COLM MBA' WHITE FIELD' f�BV REFLECTOR= I°LATE: ETCHED ALIQyY - OIDB,° tNIQC 11 l i A I / PU 9 I fin" Etecolral Module Finish Options � Sea pis 3 d L see page 2 I ! Optional vertical Mount see N 4='+ 0 C� co t CD (Q � t]t) i.i°j eoBi ITS � MEETa,rtsDres O peer seepages Date: 0 Select pole from Kim Pale Catalog It pole is provided by others indicate O.D. for arm fitting. Page: 1 of 5 y I r, Z N ' Mtl'S EIIJ- j' O C Specifications alp@Cut Icatl®i�S Housing: Ore piece die-cast aluminum with integral cooling ribs Solid f-4 'J� ry Z� W Parabolic curve 01 ELEVATION 6• Max weight 400HPS) = 45 lb g ( Z' over the optical chamber and electrical compartment. barrier wali separates optical and electrical compartments. Double t ilco wall with gussets on the Support mourning end. Housing farm a halt cylinder with 55' from face plane providing All hardware is 0 -a r, tv .5 U I O Oct' pi LO b0 /r10" �- ® Construct Grade changes with a parabolic curve. Edge of shoulder ! I 8R Max. or Optional Flow Line ® P Slope Change (] When is used for built \ H06T $' a recess to allow a flush single -latch detail. stain�essSteelaelecbo-zinCplatedsteel. . 4 0 ., � , < N junk on with ' in conjunction with VDOT projects, please ts, please 22'/2° � Letts France: One piece die-cast aluminum lens frame with 1' .-•I E- � Mainline Roadway note the following: 8X Max Slope Change ® D XXMainline pavement shall be constructed FACE OF CURB°\ AT S 1 LEE I STREET \\ I /L/�,�,��� I 0 minimum depth around the gasket flange. Integral hiriges with stainless steel pins provide no400l mounting and removal from housing. Single die-cast aluminum cam -latch provides positive ., D to the R/W line (except any aubgrade CIROAD LIE 1�-J by 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in $` 6` J locking and seating of the optical chamber a one piece extruded and vulcanized silicone gasket. Clear s/1t: thick tempered � 20" Desirable for Commercial Entr. the entrance.) 5' Min. CAP: 5A61 x 3/41 OR I° BOLT - ] PLACES UEDGE glass lens retained by eight steel clips with full silicone gasketing - (U O SECTION A - A ®Radial curb or combination kerb and gutter shall not be constructed ST®. CG ®1 6/16" SET SCREW - 3 PLACER eoaaeT CROSS PIECE. 5A&* X 9/4' OR I• BOLT 4 PLACE6 artwrxi the perimeter. • Reflector Module: Specular Alzak optical segments rigidly •N � � y t30 beyond the R/W line except for replacement purposes. Guidelines for Grade Change D When used in conjunction with standard CG-3 or CG-7, the curb face on this Desirable Maximum a / ° / a, ° o.® � • 16' mounted in an aluminum frame, which allachm to the housing as a one piece module. Reflector module is field rotatable in 90' increments. HPS and PMH sockets are porcelain 4KV pulse rated mogul base, MH sockets are porcelain mogul base, pin-orierued, 1: W Entrance Volume Standard is to be adjusted to match the mountable curb configuration. , 3 ]�®"° °' 4 . ° •• / with molded silicone lamp stabilizer. All reflector modules are High (more than 1500 VPD) 0 X 3 z m tactory prewired with quit3c di�orurect plug arXf irxttx silicone Medium •500-t500 YPD f 3 8 R See Standard CG-12 for Curb Ramp design to be used with this Standard, ® a. I °a ' e a seal at the penetration of the internal barrier wall in the luminaire housing. Ems+ Z Low (less than 500 vPD) ? 6 8 R ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy ca . ; ® o P Electrical Module: All electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with H Z truck traffic, consideration should be given to P 1 Proposed sideincreasinglthe depth of adjacent sidewalk to 7 inches. _ !° tlFMF a <: , ® •6 o• • ]-T/8• ZE x D GALICaE x Mira° x u ® ' ° ' ° . quick -disconnect plugs. Electrical module attaches to housing with no -tool hinges and latches, accessible by opening the lens frame only. All ballasts are high power factor rated -20'F. starting. O U W ALL T GALVArazED tuaNG GALvauaz� BaEEr Q . d: O :K Optional flowlina may be used for entrances ]t• LEMTH A6TM 1-976 G-W d Support Arm: One piece extruded aluminum with internal bolt In cut sections, - ASTMA A-101 - WEIGHT 10 POUND UE WT - "U PQAaDB guides and fully radiussed top and bottom. Luminaire-to-pole ; Zy c V Optional flowlina may require warping of a portion of gutter to preclude pending of water. NOT PLAN VIEW attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut for O I--1 4 Z O SPECIFICATION REFERENCE METHOD OF TREATMENT— STONE TO PLACED AS IF IT WERE TYPICAL. C4G �) fT�1 T1 FLUME -[ J 1� /I I-t D E T A.T T M DETAIL L W SIGNS REHIRE FM THE F01.l.uuae, (ALL OTHIM 6°) 00=18 AND gEDGE6 SHALL BE ONVEN BILLY INTO 611110D, W/ LIP RAN W/ GNMND LINE. VALLEY NORTHWESTERN NORTH FFEDF k FK NBrau.AnOrt OF eoO�Te nUlr Iw.L SUPPORT e° eK4J6 WLL RF.BUI.T N hINOR t7acAvaTIQ1 - specified round pole. Finish: Super TGIC thermoset polyester coat paint 2.5 �r p �t � mil nominal thickness, applied over a chromate conversion H � Z I CONNECTION FOR STREET INTERSECTIONS .L Lf Le O � r IY FK MLLW � c010M1E REa UMD - APPRDX1ATELY 4-5 RaNDED SHOVELS -RILL AD= FM HOLE. coating; 2500 hour salt spray test endurance rating. Standard r<l a w 502 AND COMMERCIAL ENTRANCES NTS NTS ]4Ha,Raru�PERIOD PMMMDP ORSETTN2TO"T. Colors are Black, Dark Bronze, Light Gray, Platinum Silver, a W Ix a VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult W a A representative. W Certification: UL Listed to U.S, and Canadian safety standards for Q wet locations. Fixture manufacturer shall employ a quality W �' program that is audited to ISO90D1 standards. CG-6 PAVEMENT 5ECTION5 DETAIL CAUTION: Fixtures mud be grounded in accordance with local w ix rx codes or the National Electrical Code. Failure to do so may SCALE: P = 50' result in serious personal injury. NOTES: NOTES: NOTE: 0 ]coo KIM LIGHTING INC. = P.O. BOX 60M, C17Y OF. INDUSTRY, CA 91716.00N ° TEL: 625/M-%66 • FAx 626M,69.2695 56Do40oo45 W O O DENOTES AREA WHERE PAVEMENT SECTION 16 TO BE HEAVY. E-i i . THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, THE REMAINDER OF THE LOT 15 TO HAVE THE LIGHT PAVEMENT SECTION. A 4000 PSI IF PRECAST. 1 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL 00 BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED 4. FOR USE WITH STABILIZED OPEN -GRADED OP DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAII BE CONSTRUCTED PARELLEL DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. AND TO THE DEPTH OF THE PAVEMENT. 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN 2'R( I D. SMITH SP ARK SUBURBAN AREAS. IF THESEDEVELOPED EDSDARE i EXCEEDED STANDARD CG-7 IS REQUIRED. {No 022837 10 n n 31 ° p' ° G n The bottom of the curb and gutter may be constructed parallel to the slope of - subbase courses provided a - minimum depth of 7" is maintained. The bottom of the curb and gutter may be constructed This area may be concrete parallel to the slope of subbase courses provided a 0 minimum depth of 7' is maintained. PRA Side Arm Mounted Applications: AR, CCA, CCSA, EKG, ET, MX21 A, VLA, 5X IGM. LWxHTMPost Top Mounted Applications CCR CCSP, VLP, 5AT, SSG Round Aluminum Non -Tapered Pole revision 811/99 • pra.pdf U I-- -- — ---- y e• Approvals: ® Imo—, f ?, Job: W E Catalog number: ® S de Cat. No. Mounting Pole Finish II Optional Hinged Optional Duplex Receptacle I < y H F� SPECIFICATION„ REFERENCE COMBINATION 6 CURB & GUTTER " COMBINATION 6 REVERSE CURB & GUTTER Seepage z Seea Wage °ate' Page:105 1 of 6 502 (5 Z VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 Specifications ; ==-- Post To Or'. Seamless round extruded P aluminum tube d allay 6063-T6, welded to top Mounting � ,�� Y O w ' D andbonornofaltaninum,basekngofalloy356. U E O ' Base Cover: Base has a two piece cast by HT� Conduit Opening -Y----- aluminum full cover of 319 alloy, secured _ L---- `-; stainless steel screws. Side Arm Pole Cap: A flush -sided cast aluminum pole 0- V Mounting cap is provided for side arm mounted Presswood luminaires.U. UJ EX EP R VARIES template Handhole: 18' up from base, with a jasketed lug. Poles with a 3 WO.D. ~NN R tV 121 2 SURFACE SM-12.5A cover and ground include a handhole reinforcement casting welded in place. ® E---u CL W W Q LIMITS OF 8/TDAI/NOU/S SURFACE OR SM 9.5A LIGHT PAVEMENT SECTIONHEAVY PAVEMENT SECTION i3ase Cover Anchor Boots: Four galvanized anchor bolts completeeighteight flat ®2' POINT OF 6" BASE NOT TO SCALE NOT TO SCALE Plan View o 0 45° -.E—s �- wwaayshem and a rresswood 1T See chart Vibration Dampener: All poles 25' and onpage2. above include an Internally mounted, factory cc W W TIN/SHED GRADE BM-25 o o Installed vibration dampener, with 3,t oPE �_ _ : U' Longitudinal reference line. Bolt Circle pendulum flush stainless steel socket head t asteners r--I KKK Diameter finished to match pole. Y) LIGHT PAVEMENT SECTION HEAVY PAVEMENT SECTION Orient parallei to curb orwallcway. Strength: Poles will withstand wind loads as listed inchan(see ple2)when ltiminairesare fixture rHandhole mounted per installation instructions. 2" TYPE 1 SUBBASE AGGR. BASE 21-8 Finish:SuperTGICthemmosetpolyesterpowder , / coat paint appPlied over a dlronnate conversion LIMITS OF SUBIBASE 79 2 0 S M — 2 A Levelin nut Base Cover 9 Base Cover / coating: Standard colors are Black (BL-P), Dark Platinum COMPACTED SUBGR.40E SHALL BE COMPACTED TO 95� DENSITY AT OPTIMUM MOISTURE CONTENT . and washerAnchor It % Silver Bronze -P), a, I he 0ht fLG us PER VDOT VIM-1 METHOD T ] 2.0 S M— 2 A 9) 4.0 BM-2 Projection al Class I / g• Anodizare e in D Brorize. Optional e�0") at Base Detail additional f_'08'L NOTE. ULTIMATE PAVEMENT SECTION SHALL 11MEEi OR EXCEED THE EXISTING PAVEMENT SECTION ON MARTINSBURG PiKE (RT. 11). THE CONTRACTOR v � pp D �v �t 1 —1� BASE S J >1 p p �i �+ 12 l — J, BASE rJ J W9 :..b:• ;t A Grout must be packed under to base to insure : ::' Po CAUTION: Do not install poles. without luminaires or strength guarantee is voided. An accessories secured to pole shall SHALL PERFORM A TEST BORING FOR VERlFICATlON PURPOSES �1 S T 0 N E STONE STONE a _ :: .• ..~ :. ..: • k. full contact with footing loosening of unauthorized void strengthguarantee. and prevent Concrete leveling nuts. footing to be eve Maintenance: A regularly scheduled maintenance program must be established to -am designed by insure the protective parrot coating is intact, corrosion or structural damage has not G �i STANDARD TYPICAL SECTION FOR the greachannelthrough others. the grout for drainage from the pole interior. and anchor nuts light DATE: JUNE 4,, 2004 Failure to do so could lead to .eventual pole ENTRANCES, TURN LANES AND TAPER �ur and seriousco person, al ryare PAVEMENT DESIGN BASED ON A 6115GRADE CBR DESIGN VALUE OF (.o. SOIL TEST PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST I 01ti99 KIM LIGHTING INC. • P.o. sox 600W, Cm OF INDUSTRY, CA 9171"080 -TEL: 62&%6 5866 • FAX:625/369-2695 '. 5604098215 OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERIINATiON OF REQUIRED OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED SCALE: NTS PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO WNSMCTION. DESIGNED BY- CR FILE NO. 3937" ' SHEET 8 OF 0 D C C E o w E AUG 2 5 2004 FREDERICK COUNTY PLANNING & DEVELOPMENT rr, � ; '.` „ r.. ;¢ .�'. :;,-. ro y r Y` r a ... � ., ..� .'tit- .: -•Fi "�-b.q V�$ r• s .I a- .� _ r v } r _ . ..d 'rF S s � �Hdro9raphO ap � Qr � 3 � ZI. _ - , a rogrp �� 4 4 � a, i i Hydra" drographs by Intellsolve Yd _ ° ; ?-,,sW � .�:Jun:92004,11:39 AM ednest aj/ r , .. ,;..., :� Hydratlow dr ra hs b Intellsolve 09 p y _ . :, . Wednesday, Jun 9 2004, 11:39 AM , * H d ow Y ►� Hydro by lntelfsotve': ; Wednesda Jun 9 2004 11:39 AM y,LU Hyd. No. 3 Hyd. No. 3 No. 3 �l�h�` , LIA a ..Hyd. sk�� s Post Routing Post Routing Post Routing r a Hydrograph = Reservroir type Peak dischar o = 1.47 Cfs 9. :' = Hydrograph type = Reservoir Peak discharge . = 1.59 cfs Hydrograph type = Reservoir Peak discharge _ 2.38 cfs Storm frequency = 2 yrs Time interval t min = 750.03 ft Storm frequency = 10 yrs Time interval = 1 min Storm frequency = 100 yrs Tme interval `� `= 1 min Z Inflow hyd.. No. = 2 Max. Elevation Inflow hyd. No. = 2 Max. Elevation. = 750.32 ft Inflow hyd. No. = 2 Max. Elevation::*:':: = 750.66 ft Reservoir name = SWM #f1 Max. Storage- = 601 cult Reservoir name = SWM #1 Max. Storage = 858 cult Reservoir name = SWM #1 Max. Storage = 1,257 cult N L:, o m � storage Indication method used. HY�9� Volume =1,236 cuff Storage Indication method used. Hydrograph Volume =1,589 cult „ Storage Indication method used. Hydrograph Volume = 2,151, cult CQ I a� v C\2 CO - -- .....,..__ ..._... cfl Post Routing Post Routing Post Routing to till Q (cfs) Hyd. No. 3 - 2 Yr Q (cfs) Q (cfs) Hyd. No. 3 --10 Yr (cfs) Q cfs Q (cfs) Hyd. No. 3 --100 Yr Q (cfs) c > 't � ca 5.00 6.00 te 4.00 4.00 5.00 6.00 W >, ai a� r _,._.-------. _._...-----........._._._.._ 0 5.00 to H w 4.00 ._.... _.... ......... .-''--'---- '----..__.._..._..._.._ 3.00 3.00 -- - ............ .... . ...........__...._..__. __..___..._.. _...__..-__...__._..__ . ...... -_.-_. ._.__...._....-.__...._ ..__ _... _... A 3.00to __ ti - 3.00 co - ------- - -- ---- 3.00 3.00 2.00 2.00 ---'- - -'-' -- - - .. - -- - -- - -- -- - - 2.00 2.00 - --- -'-- - _ \--. - _...:_.._. __... _.._.__..__....._............__....._----_...............------...__......_._...._...... . - - -------- � z ... 2.00 2.00 0 _ ....-_ _...-.._ ...... __._..----.___.__..._._..___._.._ - - '-- - _._..---- - -_ ................_.__.. __...___._.._____..--_-._._..._.._ .._ _......._..........._.__.._ _ .... ._._._................__._.-_.............................._ . 1.00 1.00 _ .................... ----- _- -- -' -_--. ._.- - - c� 1.00 1.00 _................._..__ .....----_....,_._..._____._ __,__.____-___._...._._.__.-...___....._._._-- ._...__..._._... _.__ ...... ,..____,_-. . . ............._ ._.__ __.._.... _.. 1.00 1.00 Ul z AA � d 9 - _ ...... _..._. -------- _ _. _.......... _ ... .. _. ..... ................. .... - --- e 0.00 0.00 • © 5 10 15 20 - 25 30 35 � 0 5 10 15 20 25 30 35 w 0 5 10 15 20 25 30 Time (min) Hyd No. 3 Hyd No. 2 Time (min) Hyd No. 3 y d No. 2 Hyd y Time (min) co5 w a Hyd No. 3 Hyd No. 2 H CQ Co AZ'.- 00 TOP OF BERM = 15250' GF � 1501ob'=100 YR. W.S.E. C' .. x .. •,� tT3y: t NvG�k�a1��k 1 N 022837 4� Parid Report , _ _5t + ; 4r� k'jh�6 150b0 =TOP OF RISER tjr U f s �� "0q/ " tel: •� Sr 1` s`SIONAL Hydraflow Hydrographs by Intelisolve Wednesdays Jun 9.2004, i9:39 AM Pond No. 1 - SWM #1 r� �' _' PROPOSED GRADE 15032' =10 YR W.S.E. Pond Data Pond storage is based on known contour areas. Average end area method used. Stage / Storage Table Stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (cuft) Total storage (cuff , 150.03' = 2 YR. W.S.E. 0.00 748.00 00 0 0 12" DIAMETER 0.50 748.50 271 68 68 Y 1.00 749.00 312 146 214 1.50 749.50 358 168 381 5" ORIFICE 2.00 750.00 .50 75.50 409 1,7 192 573 019 1,3.00 751.00 751.50 1,573 1,779 737 1,765 148.00'=BOTTOM3.50 752.00 1,992 838 943 2,593PROPOSED 3.536 PRO OSED POND BOTTOM [E-4.00 4.50 752.50 2,525 1,129 4,665 t--i Culvert / Orifice Structures Weir Structures t"i E yy r a Q rr E.. H Rise ((in = 12.00 6.s0) o.00 o.00 crest I.en (ft) = 12.5s o.00 0.00 0.00 t �'i" �GP Baia ' d. ° a Span (In) = 12.00 6.50) No. 0.00 0.00 Crest El. (ft) = 750.60 0.00 0.00 0.00 fro \ �� �� ° CONCRETE FILLED FALSE BOTTOM Barrels = 1 1 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 GL a FOR ANTI -FLOATATION PURPOSES Invert El. (ft) = 746.60 748..00 Length (ft) = 46.00 0.00) 0.00 0.00 0.00 Weir Type 0.00 = Riser - - - Z H 2 Multi -Stage =Yes No No No 6 Y W E W Slope e = 0.00) N-Value = ° d d ° Nd 0 .013 .0133 .013 .013 .013 .013 O Q C) 0.60 Ord. Coeff. = 0.60 0.60) Multistage = n/a Yes; 0.60 No 0.60 a a ' : � t---i fiL No Exflltratlon = 0.000 in/hr (Contour) Tailwater Elev. = 0.00 ft 20' Note: CuiveNOrifice outflows have been analyzed under inlet and outletcontrol. Weir riser checked for orillce conditions. ° a U. Uj Q ^ O 2 0' �-1 ^ r , V W itF�yW-�i a r, Stage (ft) Stage /Discharge FOUNDATION FOOTER 5.00- Stage (ft) 5.00 ....... SECTION VIEW _... _ .._.__..._.._ _.. _ 15' EC -I 4.00 _. .. 4.00 3.00 ---- - -- -- .... ......... - _ . 3.00 2.00 -- - it 1.00 - 1.0oDATE: - -- .._ .._ S WM S T'17) U C T `E 4 JUNE 4, 206 - .... __.. _... .__._ 0.00 0.00 1.00 2.00 3.00 O.o® N T S `�J SCALE,: NTS 4.00 5.00 6.00 7.00 8.00. 9.00 Total Q Discharge (cfs) DESIGNED, BY:, CR +� } A FILE NO. 39;37 9 SHEET 9 0F -9--"' iN3WdM3A30 B JM ;NV W AiNnoo 1ivld3r_; '; 1 �p p[cEE w� AUG 2 5 2W4 FREDERICK COUNTY PLANNING & DEVELOPMENT 0 0 CL llu x EX, 5t w > OL 36.14' .EX. LJ%/l :'Rof= 135' 3.33% .(OR d) x EX. GRAVE 'u ENTQ 3 x' F— T r/=) TO )= 51ON PROP. GIL \cq,- �:� 41P PROF. LP ' U -_ -" : - W.., -17 INZ 5 oR cl6 - G G -F (0 R pL TEMP. CONCRETE 24.00' ' UjqFEL STOP 24.bO U)1 Tq f=qA5E 5 IR 5 5 IF LLI PROF. GL):� 10.00' 10.001 U. -A 10.00' Q) L(O 18,00' -a u -4 fflROP diIj FIROP. GL TM 75-A-2 I j LOT 14 77*1 75-A-2,1 RUT PARTNERSHIP ZONED - 52 USE - UNIMPROVED Now= awww-w� "A -wo—I'm "A 2 N 390105- jE� .www-'� .www-on m (0 VQ cc; -61R CG - (0 R 10.001 PROF. L 0 10,001k PROF 0 OF. C L� T r/=) 77.77 LOT /.�5 ZrM:1 -V 10-00' (Tr TM 75-A-2A�OR 5 IR YALLEr FAI-1 CRE01T PRIOP. LF GG - (60 R IQ LOF. 1-22 AC. 24.00' PR24.00' USE COMMERCIAL 4 00G ZONED PROF. GIL 4 10.00, OF . u /(0 PROF, GL 10. 0 Trt=) I %'Q \Q \Q sU 00, 30.00 (Tr/=>) (Trf=) ROP. 10-00' lazo, PROF, L OP. L 30.00, TOP BAR VQ OP. L V 24.00' r- OR C. L (TrF) UTIL- < R-" � EX. G. EX. ELEC;- 013 954 f=6 1069 IR []7.95 AC. GG-OR I USE - NUR15EIR'r 24.00' F-X- ELE, ZONED - P-32 24.00' PROF- 2' UA0E I PROP. LP PROP. FED.ACCESS CONC. FLUME T E X GA5 L I "A CG-(O _: PROF. LP F'CROP- op. L IN PROF. 51 5/W PROF. 51 5/W WITH HANDRAILS C;G - (0 fpl EXISTING---' EX. C ro X. G af=RIN<LEF,' X. Gi- HEALDS - T�0 BE �j RELOCATE E"X- lc'�L PROF. PED. ACCESS I PARKING SF=,4C;E TO BE ELIMINATED Fri TO PROVIDE FOR PEDESTRIAN LOT 16 ry ACCESS WAY FROM PARCEL 7E�-A-2< 771 75-A-26 ?< w VALLEr FARM CREDIT f7l U)b 0b 2.00 AC. 1 01 EX. f=Af;R<ING 4-3 TOTAL USEZONED (INC-LUE)E5 3 NC6f=AGE&) ZONEO - f-32 % 2 ADDITIONAL HG Sf=,4C;E5 WILL BE PROVIDED ON PARCEL-15-A-2G AT THE TIME THAT THE 1Q) VALLEY FARM CREDIT OFFICE BUILDING 15 EXPANDED. 01 z ul la z z [a c\l 0 0 co C\\Jl c Go .1 It � 1 0 ccn\2 cco cn Qu C\,' L, c LU 0 w tn Cr� (AU) L 0 0) Q) > 40 Z 0 F" E- > P4 r::) w U) 5� ca co CO H OF MARK D, SMITH No.022837 jONAI, z LLJE- lf I Q p > E- E- E- U) Q(L � U. o Lu � � w >-0ww 0 �4 wQ4 E w LLJ a x j > Q P4 (� DATE: JUNE 4, 2004 NOTES - I. NO OUTDOOR STORAGE, OUTDOOR DISPLAY, VEHICLES AWAITING REPAIR OR INOPERABLE VEHICLES WILL BE LOCATED ON THIS SITE, . . . . . . SCALE: 1" = 20' 2. PEDESTRIANS WILL ACCESS VALLEY FARM CREDIT OFFICE THROUGH THE LOWER PARKING LOT. ONE PARKING SPACE HAS BEEN DESIGNED BY: CR ELIMINATED TO ENSURE SAFE ACCESS TO THE LOWER PARKING LOT ADJACENT TO CONCRETE STEPS. o M 20 10 0 20 40 3. ALL OUTDOOR LIGHTINGSHALL BE PROJECTED DOWNWARD AND SHIELDED TO PREVENT GLARE ON ADJOINING PROPERTIES AND ROADS, ��3 3 4. NO OUTDOOR TRASH RECEPTACLES ARE PROPOSED FOR THIS SITE, j �_< FILE NO. 3937 5. PARCEL 15-A-2K AND PARCEL 15-A-2G WILL BE CONSOLIDATED AT THE TIME THAT THE VALLEY FARM CREDIT OFFICE BUILDING 15 EXPANDED. SCALE; 1 20' C) T) SHEET 4 OF 9 I I 0 Q 23 ��EFt1G0� ��oP�EN'� et\ GREENWAY ENGINEERING 147 151 Windy Hill Lane sounded in IJ'i Winchester, Virginia 22602 NOV 2 3 2004, 11 EDERICK T R A N S M I T T A L Project Name: I File No: Date ❑ Urgent Message: Hi Candice, Valley Farm Credit - Revised Parking Lot Site Plan 3937 1 November 23, 2004 To: FC Planning From: Evan Wyatt Attn: Candice Mills GREENWAY ENGINEERING Phone: 540-662-4185 Copied Fax: 540-722-9528 ® For Your Review ❑ As You Requested ❑ Please Comment Please find attached a copy of the Revised Parking and Lighting Plan for Valley Farm Credit that we discussed this morning. Specifically, this site plan has been revised to eliminate the parking phase plan, to relocate the concrete steps and striped landing area, and to modify the lighting plan to convert the majority of the lighting from pole -mounted lights to ground mounted lights. Please also find attached a copy of the revised landscape plan that was prepared by Valley Farm Credit. All revised plant species are permitted by ordinance and the planting specifications are the same as the approved site plan. Please advise me if you need any additional information. Thank you for your assistance! Evan Greenway Engineering Telephone 540-662-4185 FAX 540-722-9528 www.greenwayeng.com I m- 2_n P1 7.5-A 7;2 b4ORT014 INIvE57 ENT6 LLC DO W4 Fir/M� AC. 7.95 USE - NURSERY ZONED - B2 M- LgGE 17 213J��— N 39'0 - RE RE3 I N-Nell, 16 L r 1-4 rm 75-A-2K L VALLEY FARM CREDIT oil 411 E: 122 AC. m USE - COrlIERCIA1. WNW - 02 I IITM �TM M-a INC EX. 56 • MK4TRANS-. EL C. 551 . 55M EX. TELE- FIB R R5 R5 E3 tB- V'r- W V1006 -EX-a;- -�TlNr- EXI SPRINKLERIII t4EAos - TO E3EH1 11 0 A 3 0- rlalTIP 119- " ge 949 GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site., development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all ward rails will lbe determined b VDOT personnel. 'A joint inspection will be held g Y P 1 P with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail amd/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. g P P (VDOT) P 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed ffrom the construction limits of the roadway before placing VD0T GENERAL NOTES V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety &Health (VOSH) Rules and Regulations. V3. When workingwithin VDOT ri ht-of-wa gall traffic control, whether permanent or temporary, shall be in right-of-way, P P Y� accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, 'unction boxes, controllers, etc., owned b VDOT or private public utility companies. It is the g P 1 Y P / P Y P sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. P Y V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject g g g Y Y 1 to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility LECEND EXISTING INTERMEDIATE CONTOUR - - - - - ` __ _ ___ ____ EXISTING INDEX CONTOUR - - 330 PROPOSED CONTOUR 40 EX E/P PAVEMENT EXISTING EDGE OF PA PROP E/P PROPOSED EDGE OF PAVEMENT EX C&G EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER PROP C&G CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T T EX. 15" RCP EXISTING STORM SEWER PROP. 15" RCP -. PROPOSED STORM SEWER EXISTING SANITARY SEWER ^ PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE VICINITY MAP SCALE: 1 = 2000 W W Z � W `n �t Co Q) 5 o Z � C o -� 0 I y, > �t Cat W a; r4 of W a�'i ■i� � x LO M 4 � A w �YOF9 °A y o °, 651 y s _. Qo ` �O�O,Fs /yOU'�� �oQ* F� �.� _ _. _._..__ _ ..._.... ,..... _ :a h ! i �,... 651_.... _...._ _.___._ ,. ___ _ cne[�n- ._..__ C 0� wripW o _ p state 11 � s mar .... 7 =,'aoQ� Exit-310 �' F�AHOAIE ° 47 KERNSTO , US PK "° AA , ° Ee o p " _ I U �T SHEn T INDE1i � o 5rl, 1a) � v y G �J W embankment. 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspoection. companies and VDOT prior to initiation of work. V6. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section PROPOSED ELECTRIC SERVICE T EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE - - COVER SHEET SHEET I OF 9 E&S CONTROL & DRAINAGE DIVIDES SHEET 2 OF 9 EROSION & SEDIMENT CONTROL DETAILS SHEET 3 OF 9 SITE PLAN SHEET 4 OF 9 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOTi standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the (construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractoors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtahued from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the an employee certified b the Virginia Department of Conservation and Recreation VDCR in Erosion project, Y g P ( ) and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. ,Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be -► FLOW LINE - - - FENCELINE * * * * # * * EXISTING POWER POLE a EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE W ' T' PROPOSED WATERLINE W/ TEE W W!Ti-- W EXISTING FIRE HYDRANT EXISTING WATER VALVE W ® W PROPOSED WATER METER ® EXISTING REDUCER W '> W PROPOSED REDUCER GRADING PLAN SHEET 5 OF 9 LANDSCAPE PLAN SHEET 6 OF 9 SIGHT DISTANCE PROFILE SHEET 7 OF 9 SITE DETAILS SHEET 8 OF 9 SWM COMPUTATIONS & DETAILS SHEET 9 OF 9 Z O U) W Q4 H Z w 0 v 0 Z Z 0a W p, Q w W f� v' z F4 00 U 0 W a q 5 a prior to construction. The contractor shall infform the engineer of any conflicts arising from his existing utilityverification and the proposed construction, P P 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y g g result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result. �.: his project. The relocation should be done prior to construction. 20. These plans identify the location of all kmown gravesites. Gravesites shown on this plan wiI? be ;. rotected in accordance with state law. In the event griavesites are discovered during construction, the owner 'ind engineer must be notified immediately. 21. The contractor is to verifyfield conditioner prior to and during construction and notify Greenwa F. p g y y Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved -.Ian. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 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 as belonging to a project P g P Y g g P j to be accepted b VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Y g P PP P V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch 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 right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, un .ess specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. _ _ V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way STOP SIGN HANDICAP RAMP (CG-12) // DENOTES LOCATION OF STD VDOT CG-112 /OR J a��IT�ONp STANDAI }TAMP NSTRUCTION PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION ® HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT -�- PROPOSED STREET NAME SIGN -�- W F, A 0 rn 0 00 � CO THESE PLANS ARE IN CONFC `,.ANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS 'tHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION 0P p " MARK D. SMITH No.022837 �O ,�,� �;I i�,�(r jONAL �, PROJECT INFORMATION SITE LOCAT►O'„_ FREDERICK COUNTY c EX STREET TION NlJ, PROSPERITY DRIVE PARCEL IDENTIFICATION Ivy. , 75-A-2K LOT AREA 1.22 ACRES DISTURBED AREA 1.28 AC. CURRENT ZONINi;_ B-2 CURRENT US`_.,_ VACANT 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but :not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road end Bridge Specifications. Density shall be determined using the density control strip as specified in Section 31;5 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. 2.6. by3VDOT T Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in / P P P accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE _ _ CENTERLINE EXISTING SPOT ELEVATION 12.0 + PROPOSED SPOT ELEVATION 7151 ElISTING TREE LINE PROPOSED ZONING_ B-2 PROPOSED USE PARKING LOT SIGNS: NONE BUILDING SETBACKS: . REQUIRED: FRONT: ' PROPOSED: FRONT: N/A 0 SIDE: 0; SIDE: N/A REAR: 0 REAR: N/A PARKING CALCULATIONS REQUIRED PARKING=O SPACES 3 PROPOSED PARKING=75 SPACES OPEN SPACE CALCULATIONS' \\ 71 OPEN SPACE PROVIDED=19,251.1 S.F. 15% OPEN SPACE REQUIRED- `"' -A `� 4 53,143.2 S.F. X 0.15-7,971.48 S.F. 19 251.1S.F./53 143.2 S.F.=36% OPEN SPACE PROVIDED a a ';T.. LANDSCAPE CALCULATIONS < TOTAL PROPOSED IMPERVIOUS AREA=33,892.1 S.F. :, 33,892.1 S.F./2,000 S.F.=17 PERIMETER PLANTINGS, PROVIDED 25 REQUIRED INTERIOR PARKING LOT = 5% AND 1 PER 10 SPACES � 75 SPACES/10 = 8 INTERIOR PLANTINGS, PROVIDED 14 TOTAL REQUIRED TREES=25 TREES TOTAL PROVIDED TREES=39 TREES TOTAL REQUIRED SHRUBS=O SHRUBS TOTAL PROVIDED SHRUBS=26 SHRUBS PHASING NARRATIVE THE PROPOSED PARKING LOT IS INTENDED FOR USE BY VALLEY FARM CREDIT AND THEIR ASSOCIATES. THE PROPOSED PARKING LOT 'vVILL BE DEVELOPED 'IN TWO PHASES. THE FIRST PHASE WILL BEGIN IMMEDIATELY UPON SITE PLAN APPROVAL. THE SECOND PHASE WILL BE UTILIZED FOR CONSTRUCTION STAGING FOR THE VALLEY FARM CREDIT OFFICE BUILDING EXPANSION AND WILL BE COMPLETED IMMEDIATELY FOLLOWING THIS BUILDING EXPANSION. THE SECOND PHASE WILL BE BONDED WITH A SURETY ACCEPTABLE TO FREDERICK COUNTY DURING THE CONSTRUCTION OF THE PHASE 1 PARKING. � � Q C-) W E-� O Q 0 0 W Z_ Q4 �111 W x Ew-+ O M U EL Qr, W LL � U 0 W (L W Q W 0 W W cc 0i Q4 a, U 4,Before J � W FCSA CONSTRUCTION NOTES _ 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. q 4. The contractor shall coordinate with and arrange for inspection b the Authority. g P Y� Y 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shacll furnish and install all water meters through 2" in size. , It is the developer's/contractor's responsibihity to have the meter box assembly installed correctly. a permanent meter is installed: a) The meter box, with its frame and covrer, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 16 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be macde and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. O XNERS CERTIFICATE The foregoing Site Plan of the land of VALLEY FARM CREDIT is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. /,Lv �/ 2�0 ROHERT CARPENTER, PRESIDENT -CEO DATE APPROVAL FIRE MARSHALL S NOTE v. 2 �`�is``165/ FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA Project Name: 7 P CREDIT VALL�'Y �'A 1 "a/13937 Project Number: CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD d) For all 1 1/2" and 2" water services, tltie Authority shall make the tap and bring the piping to the property line. Magisterial District. Date of Plan: (Month, Day, Year) The contractor shall furnish and instaLl the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 710 GENERAL OFFICE BUILDING N/A 11 PER 1,000 S.F. OF GROSS 14,525 S.F. 157 BACK CREEK MAGISTERIAL DISTRICT JUNE 4, 2004 FLOOR AREA 10. Any water service line must have a backflo)w prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSFE standard No. 1015 or 1013. * TA#N FROM ITE TRIP GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. PO BOX 2700 UTILITY CONTACTS DATE: JUNE 4, 2004 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). Fhe assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. VALLEY FARM CREDIT WINCHESTER, VA 22604 (540) 662-3473 Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17396 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 SCALE: N/A Developer: VALLEY FARM CREDIT Address, Including Zip Code & Telephone No. PO WINCHOX 2700 ESTER, ERO VA 22604 (540) 662-3473 HANDICAPPED PARKINC NOTE DESIGNED BY: CR Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 FILE NO. 3937 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. SHEET 1 OF 9 FREDERICK COUNTY PLANNING & DEVELOPMENT z Lu um co Lo >0 ccvv co § CQ 0 NLO ti) Co NEW CENTURY COLLISION A Z > 'rt C\2 L) um >% Lu N N 0, , 1, (.0 0,�T ;. 4 I E Pr� , t V-1 4) 0 PERMANENT CLEAN WATER DIVER51ON DIKE Vv bz r! U) z, '71 7_1 7�7 5-- LIMITS 'z OF CLEARING rAN GRADIWG M" u) E- z rA ::4 0 0 V) E Z pppp 0 . ...... '_ I 1_� - I Z Z' OFF AC. UA E 27 A -4E) c)) Z A Z 0 z " Z Z cl, E- o 0 01 "C= -30 Z-, .X 1, 80 Z Z LIMITS OF CLEARING 0 11Z AND GRADING E W16 OF CLEARINGI 1 EX. WV EX PH 0 1XX 00 �A I r- co V W/ ASHRACK H Op ts, V", ONS E jDi� 4) A m MITH No.022837 -TO PO i 0 HORTONS NURSERY A=0.R7!_AC. Cw=0.67 CA=0.65 _j--- jr2b DETENTION POND TO BE CONSTRUCTED FIRST 10 L .1,1=6.80 =4.42 A AND USED AS A TEMPORARY SEDIMENT TRAP ONCE T14E 5 -15"PULLY STABILIZED, THE SILT WE SHALL- 55 REMOVED AND THE POND BROUGHT dN _z -BACK TO DESIGN GRADES AND PIPES FLUSHED,,­ j 5F j E- ON —SIT v (D E- UNDETAINED A=0.25 AC, C=0.30 2'00E E- 1.— o 4 r:) > CA=0.001 1=6.80 Q. =5.44 ul PROF. j u E-4 z E_ (L E, bob, boo, 752 CA IUL ul 1­ 7�2 SPY 752 (L "Lim -m 0 LIJ71ITS OF CLEARING EX1_ 0 �4 14,, L D GRADI�� 5f=R1N<LER H EA[)5 - TO 59 11 RELOCATE 461-1211 LIMITS OF CLEARING AND GRADING 7 c� :w v (P tu (K DATE: JUNE 4, 2004 SCALE: AS NOTED DRAINAGE DIVIDE FLAN E 45 FL AN SCALE: P=50' SCALE: P=20' 50 25 0 50 100 DESIGNED BY: CR TH15 SHEET FOR EROSION AND SILTATION CONTROL PURPOSES ONL"r-111 2 . 0 10 0 20 4 1 0 FILE NO. 3937 SCALE: 1 50' SCALE: 1 20' SHEET 2 OF 9 0 DIE C E � w E AUG ? `.i FREDERICK COUNTY PLANIN NG & DEVELOPMENT PIPE OUTLET CONDITIONS A A` 'IPE OUTLET TO FLAT AREA WITH NO DEFINED ,HANTM DETTINED CHANNEL PLAN VIEW �...1i Via. /irk Ili ► j�•'��.��rl/�•• NOTES: APRONI I . PRA GROUTED RIPRAP,. . USINGBASM, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED , .,: • .: E MAX STONE • :METE• BUT NOT LESS THAN 6 Iti -Source: Va. DSWC Plate 3.18-1 3.20-1 CLASS 1 IRIFRAP CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. WMAX. FLOII 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOM - 4' 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Adapted from LnstaAation of Straw and Fabric Filter Barriers for Sediment Control,VA DSIC PLATE. 3.05-2 1 and t<Tant SILT FENCE CULVERT INLET PROTECTION DISTANCE IS a' MINIMUM IF FLOW IS TOWARD EMBANKMENT 1- FLOW OPTIONAL STONE COMBINATION FLOW VDOT F3, %357, F5, /55 OR jr57 �v ar. A%�.tw m I TO REPLACE SILT FENCE N ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW S EXPECTED SOURCE: ADAPTED from VDOT Standard Sheen and Va. DSWC ER05I0N/5ED IMENT CONTROL LEGEND NO, KEY 5YM50L DE5CRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 X X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.05 CIP CULWERT INLET PROTECTION 3.01b DD TEMPORARY DIVERSION DIKE 3.10 6 FD TEMPORARY FILL DIVER51ON 3.11 '� TEMPORARY RIGHT OF WAY DIVERSION 3.12 DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.15 OP OUTLET PROTECTION 320 CD --' --' ROCX CHECK DAMS 333 SO --�-� SOD?DING 338 TP 0-0-0 TREE PROTECTION LCG LIMIT75 OF CLEARING 4 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE ;SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START 1.5' '.ACC I RIPRAP PLATE. 3.08-1 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. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FLOW G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IIII WIRE 1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. &05-1 Stemood TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC PLATE 3.09-1 � STONE CONSTRUCTION ENTRANCE MOWAMX 1:�11-11 II II II'.r�r�r�r�t�t�r�f�r�t�t�r�r�r�r�r�r�r�t�r�r�t�r�t�t ' BERM , ELEVATION . /. -n=u=u a u lni..•rr.i+.►yrr. .,•t�>..�. �t 110,; i i u�?A,PASOWENr EXLYTM 1101 COURSE AGGREGATE _rO E , ;. MUST WEND OF INCRESS :, -. OPERA 17ON PLAN VIEW �c•..,r•:• •• �s:•r.•.•:•• •:•s•.• ••:•::•:•.•.. REINFORCED CONCRETE DPAW -'*'ACE SECTION B-B AWO from 1987 ftlond Standards for Sod erosion and &im n ntrol a a sw plate J02-1 ER05ION AND 5ED IMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROPERTY IS LOCATED OFF OF PROSPERITY DRIVE (US ROUTE 1129) IN FREDERICK COUNTY. THE SITE AREA 15 122 ACRES WITH APPROXIMATELY 125 ACRES BEING DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF CONSTRUCTION OF A PARKING LOT AND ASSOCIATED APPURTANANCES. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH AN AVERAGE rpB% INCLINE. STORM WATER MANAGEMENT TO BE PROVIDED ON -SITE. EXISTING SOILS HAVE SLIGHT TO MODERATE EROSION HAZARD PER THE FREDERICK COUNTY SOIL SURVEY BOOK ADJACENT PROPERTY THE SITE 15 BOUNDED BY PROSPERITY DRIVE (US RT. 112(3) TO THE NORTHEAST AND THE REMAINDER OF THE PROPERTY 15 BOUNDED BY 5-2 ZONED PROPERTY. ERO510N AND SEDIM NT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE. STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM PROSPERITY DR (RT. 1125). SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. CHECK DAMS (320) SHALL BE INSTALLED IN EXISTING ROAD DITCHES TO REDUCE VELOCITIES OF CONCENTRATED FLOWS. 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. ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. 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 SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT CONCENTRATED RUNOFF SAFELY FROM THE TOP TO THE BOTTOM OF ALL FILL SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE IS STABILIZED. 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. UTILITY CONSTRUCTION PROVIDE SILT FENCE AND/OR OTHER CONREOL DEVICES, AS MAY BE REQUIRED.:), TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREA'S SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY 4-TER THE UTILITY INSTALLATION. PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HYDRANTS OR OTHER POINTS OF DISCHARGE DURING TESTING OF THE WATER DISTRIBUTION SYSTEM. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAN 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. TOP501L THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. GRASSING 4 SEEDING SCHEDULE FESCUE ® 40 LBSJACRE RYE 20 LBSJACRE FERTILIZER v 1000 LBSJACREt 10-10-10 OR EQUAL STRAW MULCH ® 2 TONS/ACRE LIMESTONE s 1 1/2 TONS/ACRE ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS NAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. 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. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION WAS BEEN WELL ESTABLISHED, AT WHI H TIME THE CHECK DAM S SHALL BE REMOVED. 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 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 OB 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. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD THE FABRIC ON A SILT FENCE OR FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. 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. THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. FNA5E5 OF LAND DISTURBANCE ACTIVITIES I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY, 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. STORM WATER POLLUTION PREVENTION NOTES I. THIS SITE PLAN SET IS TO BE INCORPORATED AS PART OF THE STORM WATER POLLUTION PREVENTION PLANS AND PERMIT. 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STOW WATER DISCHARGES. 3. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE RESPONSIBLE LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE AND DOWNSTREAM LOCATIONS SHALL ALSO BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL MEASURES NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED STORM EVENT. 4. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR PREPARING INSPECTION REPORTS PER PART 11, D., 4., C. (INSPECTIONS) AS REQUIRED BY THE PERMIT. 5. THERE ARE NO KNOWN, NONSTORM WATER D15CHARGE5 ASSOCIATED WITH THIS PLAN. GRASSING 4 SEEDING SCHEDULE (SUMMER) BERMUDA 0 4 LBSJACRE MILLET 40 LBSJACRE FERTILIZER 6 1000 LBSJACREi 10-10-10 OR EQUAL STRAW MULCH 2 TONS/ACRE LIMESTONE g 1 1/2 TONS/ACRE RE5PON5I5L.E: L.,4ND D I5TURBE:R NAME: CERTIFICATION *: DATE: THE RESPONSIBLE LAND DISTURBER 15 THE PARTY RESRON615LE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ER05ION AND 5ED IMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROPERTY IS LOCATED OFF OF PROSPERITY DRIVE (US ROUTE 1129) IN FREDERICK COUNTY. THE SITE AREA 15 122 ACRES WITH APPROXIMATELY 125 ACRES BEING DISTURBED FOR CONSTRUCTION. THIS PROJECT CONSISTS OF CONSTRUCTION OF A PARKING LOT AND ASSOCIATED APPURTANANCES. EXISTING SITE CONDITIONS THE SITE IS CURRENTLY VACANT. THE SITE CONSISTS OF OPEN FIELDS WITH AN AVERAGE rpB% INCLINE. STORM WATER MANAGEMENT TO BE PROVIDED ON -SITE. EXISTING SOILS HAVE SLIGHT TO MODERATE EROSION HAZARD PER THE FREDERICK COUNTY SOIL SURVEY BOOK ADJACENT PROPERTY THE SITE 15 BOUNDED BY PROSPERITY DRIVE (US RT. 112(3) TO THE NORTHEAST AND THE REMAINDER OF THE PROPERTY 15 BOUNDED BY 5-2 ZONED PROPERTY. ERO510N AND SEDIM NT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK GRADING WILL COMMENCE ONLY AFTER ALL EROSION AND SEDIMENT CONTROL DEVICES ARE IN PLACE. STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM PROSPERITY DR (RT. 1125). SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. CHECK DAMS (320) SHALL BE INSTALLED IN EXISTING ROAD DITCHES TO REDUCE VELOCITIES OF CONCENTRATED FLOWS. 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. ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. 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 SLOPE DRAINS (3.15) SHALL BE INSTALLED TO CONDUCT CONCENTRATED RUNOFF SAFELY FROM THE TOP TO THE BOTTOM OF ALL FILL SLOPES UNTIL FINAL GRADES ARE REACHED AND THE SLOPE IS STABILIZED. 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. UTILITY CONSTRUCTION PROVIDE SILT FENCE AND/OR OTHER CONREOL DEVICES, AS MAY BE REQUIRED.:), TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREA'S SHALL BE CLEANED, GRADED AND STABILIZED WITH GRASSING IMMEDIATELY 4-TER THE UTILITY INSTALLATION. PROVIDE A TEMPORARY STONE SPLASH PAD AT ALL FIRE HYDRANTS OR OTHER POINTS OF DISCHARGE DURING TESTING OF THE WATER DISTRIBUTION SYSTEM. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAN 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. TOP501L THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. GRASSING 4 SEEDING SCHEDULE FESCUE ® 40 LBSJACRE RYE 20 LBSJACRE FERTILIZER v 1000 LBSJACREt 10-10-10 OR EQUAL STRAW MULCH ® 2 TONS/ACRE LIMESTONE s 1 1/2 TONS/ACRE ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS NAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER 4 GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. 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. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION WAS BEEN WELL ESTABLISHED, AT WHI H TIME THE CHECK DAM S SHALL BE REMOVED. 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 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 OB 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. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD THE FABRIC ON A SILT FENCE OR FILTER FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE, AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE-HALF THE HEIGHT OF THE SILT FENCE OR MAKE THE SILT FENCE INEFFECTIVE. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. 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. THE CONTRACTOR 15 RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. FNA5E5 OF LAND DISTURBANCE ACTIVITIES I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY, 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. STORM WATER POLLUTION PREVENTION NOTES I. THIS SITE PLAN SET IS TO BE INCORPORATED AS PART OF THE STORM WATER POLLUTION PREVENTION PLANS AND PERMIT. 2. LITTER, CONSTRUCTION DEBRIS AND CONSTRUCTION CHEMICALS EXPOSED TO STORM WATER SHALL BE PREVENTED FROM BECOMING A POLLUTANT SOURCE FOR STOW WATER DISCHARGES. 3. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE RESPONSIBLE LAND DISTURBER TO ENSURE THEY ARE OPERATING CORRECTLY. DISCHARGE AND DOWNSTREAM LOCATIONS SHALL ALSO BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS. IF EXISTING CONTROL MEASURES NEED MODIFICATION OR ADDITIONAL MEASURES ARE NEEDED, IMPLEMENTATION SHALL BE COMPLETED BEFORE THE NEXT ANTICIPATED STORM EVENT. 4. THE RESPONSIBLE LAND DISTURBER SHALL BE RESPONSIBLE FOR PREPARING INSPECTION REPORTS PER PART 11, D., 4., C. (INSPECTIONS) AS REQUIRED BY THE PERMIT. 5. THERE ARE NO KNOWN, NONSTORM WATER D15CHARGE5 ASSOCIATED WITH THIS PLAN. GRASSING 4 SEEDING SCHEDULE (SUMMER) BERMUDA 0 4 LBSJACRE MILLET 40 LBSJACRE FERTILIZER 6 1000 LBSJACREi 10-10-10 OR EQUAL STRAW MULCH 2 TONS/ACRE LIMESTONE g 1 1/2 TONS/ACRE RE5PON5I5L.E: L.,4ND D I5TURBE:R NAME: CERTIFICATION *: DATE: THE RESPONSIBLE LAND DISTURBER 15 THE PARTY RESRON615LE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. Z � LLI Z z Wo u') 000 U Rom Z~y _ I o �� as x a) �c\2 a) a) Q) 0 LID to E- r=I m A w rn S�, tH N 0 o W ca U� W � z W CD Z U � z Z O rU) z w a f>~ IY, w a A W ul 5 5 � W Y i - VVUt74-�!:;�' MARK D. SMITH v No, 022837 LIGNAL U I� C- Q W O/y F () J -1-I O V ix Pi z cc E--a 0 O Q a U) L� W U Q ® W d W cc Q4 J a Q4 O U) O Q QQ W > DATE: JUNE 4, 2004 SCALE: NTS DESIGNED BY: CR FILE NO. 3937 SHEET 3 OF 9 � C E P v E AUG 25� 'ro) N NAG &'Cn, z Lu W = ! 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PROP a' WIDE r o E'�EDI ,ACCE55 ul s CONC.�FLUM,E `;1z ti �,t � � I � I EX.'C�A6 LIME I I W %� "� aS ` � I TM 75-A-2E OP. ,x ,> _ 1 j MtC PROSPER/rr LLC1— 230 AC. 0 Q E — {.Ntlll IA—l�O� US O PROP. 5' S/W M1PROP. 5' . 5/W w ZONED - B2 , PROP. CONCRETE CRT P E.. Q — _ — — WITA_HA 0JRA�L6L�__ _ -- 1 ( EX. CCx-6R -► I I 1L-X# . I —� :I. II,��- ( , ( EX. _ _ _ 11 CCx-bR l 1 ' I a s� a U � U ( G (-X. G 5 �... �i i :rvi LEI<. i._�... 4. ATE!- i X. �. C� 1 0 I I E-' um l/1 � ui coX� U L � �%�. �I 1` L 11 ( PROP. PED. ACCESS I PARKING SPACE TO BE ELIMINATED I m I 1� � � I a 0 w � Q W II OT /6 L TO PROVIDE FOR PEUt;5TRIAN ACCE55 WAY FROM PARCEL-i5-A-2K I I ry / / a) m (J/ `� a U ¢ TM 75-A-26 �X. UP 1 I VALLEY FAle l CREDIT ! II � p� (�� x cc +s- n/ J �I ( 2" AC. EX. PAFRKING 4e TOTAL 1 m /�/ � �%%% �" � _ 1 U USE -COMMERCIAL (INCLUDES 3 HC 5PACE5) �\� � ZONED - B2 `� i _ I { E Y WV 2 ADDITIONAL HC 6PACE5 WILL BE PROVIDED { { ON PARCEL 75-A-2G AT THE TIME THAT THE VALLEY FARM CREDIT OFFICE BUILDING 15 EXPANDED. � C � i i� DENCT E5 FHA5E III �- EDENCT E5 FH,45E I I �' DATE: JUNE 4, 2004 NOTES- -• j 1. NO OUTDOOR STORAGE, OUTDOOR DISPLAY, VEHICLES AWAITING REPAIR OR INOPERABLE VEHICLES WILL BE LOCATED ON THIS SITE. <� I �y 7 i SCALE: 1" = 20' ------------ 2. PEDESTRIANS WILL ACCESS VALLEY' FARM CREDIT OFFICE THROUGH THE LOWER PARKING LOT. ONE PARKING SPACE HAS BEEN -- 20'__WATER LINE ESMT. ,,, ij DESIGNED BY: CR ELIMINATED TO EN5UIRE SAFE ACCESS TO THE LOWER PARKING LOT ADJACENT TO CONCRETE STEPS. o a- �,� _+ I I 20 10 0 20 40 3. ALL OUTDOOR LIGHTING SHALL BE PROJECTED DOWNWARD AND SHIELDED TO PREVENT GLARE ON ADJOINING PROPERTIES AND ROADS. - - --- °�' 4. NO OUTDOOR TRASH RECEPTACLES ARE PROP05ED FOR THIS SITE. FILE NO. 3937 5. PARCEL 15-A-2K AND PARCEL -i5-A-2C WILL BE CONSOLIDATED AT THE TIME THAT THE VALLEY FARM CREDIT OFFICE BUILDING IS EXPANDED. 4 I " = SCALE: 1 20' ___-- — --------------------- -0__'-._WATER--_LINE....E$MT_.- - X 1 1 SHEET 4 of 9..._ y d� �I EC a D � AUG 2 5 2UU4 FREDERICK COUNTY PLANNING & DEVELOPMENT LOT /4 7M 75-A-2J RT4T PARTNERSHIP ZANED�-132 LAVE/Q�- UVI ?=RO VEP 273.17' N 39°ml'm5" � / r � . s N N d) z IM 75-A-2 NORTON /NVESTMENTS, LLC z OB 954 F* 1069 795 AC. USE - NURSERY ZONED - 02 TM 75—A-24 RUT PARTNERSHIP l.Oa AC. USE - I NIM?=ROVEO ZONED - 82 ow- 11 EX FH �X. U �) I xl "N x,'� f TM 75—A-21. LOO / I RIEPT/DE LLC t0 ja3 ZONED 82w 4 83 USE — OENTIST OFFICE Pj / 52t44 I I 54 - 54 �Z 54m sq.� _ - 5 5340 S�J� � 529m 528B5� � _ 48��� ��\� /' / � l BC 3 E p LP 52& ! r 754 53— 53— Lu 752- -1- 752 X 5 J -- 750 4'a -77 / I- X. C -�o(� -1 I —_ _--_-- _ f -1Z, I---EXISTINCc SEX. CGc-�i iix. i f ., .; IIW: SPRINKLER 6x. \4W6V- cl ,� �/ 1 7 HEADS - TO �Lb —Z� ---7 I��w �,� l� RELOCATEDEx. Cal / Xu� ;fi \ 46°-rr� RCPl/ 5PAGE TO BE ELIMINATED I ,f Tr \. i TO Fi�, VIPk FOR PEDE5TRIAN J/-- _ II LOT /6 GC�w 55 WAY FROM PARCEL-15-A-2< " , �� -'� �'. Ex. OF �(� VALLEY PAR'l CREDIT i ` ` co \ N USE — COMMRCIAL �IN�.;<..i_�r�.��5 3 �--I::: �►�ACEs� \V' ,�%�� � ZONED — B2 � � _. I I El- Wv A i 5f�AGE5 WILL E5E PROVIDED ON F,=`,' CEL -f:� - A-2Cx AT THE TIME THAT THE f I FAAµ !"1 C'-- EDIT OFFICE 5UILDING 15 EXF:ANE EC). /u I low rr rn z x W W Z t� Z um0 o >- CD 00 a CO Ln tzp Z~' x �c\12co Lr)� W �� ��� W � U : LO N d w shy %U)i a) o w U) H � O z w o O z o a W � a w x a a Q w 5 w � OF PMARK D, SMITH No�022837 W lik6l SIONAL TM 75-A-2E M4C PROSPERITY LLC p. 2�3�8//�/AC /� /� /� MST.. - av/ l ZROVE0 ZONED — 82 20 • 0 20 '0 IN aa LL o� � >. (L P4 WM04 J a U J � 1« DATE: JUNE 4, 2004 SCALE: I" = 20' DESIGNED BY: CR FILE NO. 3937 SHEET 5 OF 9 pEcEEy� AUG 5 4 FREDERICK COUNTY PLANNING & DEVELOPMENT _ TREE LEGEND SYMBOL QUANTITY NAME HEIGHT AT TIME OF PLANTING REMARKS CALIPER IDV' A O RB 1ro RED BUD 545 2" MIN TM 11 TRIDENT MAPLE �' SI BLE STEMMED 2" MIN ZA 3 ZELKOVA 2" MIN ERG 9 EA5TERN RED CEDAR N/A 6HRU5 LEGEND) SYMBOL QUANTITY �_— NAME CONTAINER REMARKS GALIPER 55 i 5I-41fROBANA SPIREAE 'f GAL. 545 N/A DI 11 DWAfPF ITEA I GALA 545 N/A BB 8 BEAUTY BERRY I GAL. 545 N/A ZA 7M 75-A-2 NORT6W INVESTMENTS, L L C L�5 954 1=6 1069 7.95 AO U5E - NURaERY ZONEZ) - 82 a LOT 14 TM 75-A-2J RT$T PARNE'R641P ZONED - B2 ullalE - UNIMPROVE0 E RC N 3 ERG ERG J EX. UP I TM I I RE3 LOT 15 TM 75-A-2K VALLEY FA@l-1 CpEolT 1.22 AC. U6E - C®MMEXCIAL ZONEO - W I TM t iI ZA 'IZA f le EX. RAVE ENT. TM RR 3� TM 55 I(Ex. lip 55 UTIL EX. EL C. TRANS _ E �.p ELE. 55 55. --, BB 0 BB C-.Aj- - ---.� EXISTING I I EX. CCU-'R 1 I I ( x. G } jrx. G SPRINKLER I LxX G II o HEADS - TO BE I I I RELOCATED OCATED ExIII I o x. CAL II ( I # L� J t� �� ! x L I III D ( (-- PARKING SPACE TO BE ELIMINATED III v I 1.0 PROVIDE FUR PEDESTRIAN � II LOT 16 \GCE66 WAY FROM PARCEL i5-A-2K I I Cn I I TM 75-A-26 VALLEY EY FA�"l CREOI T III a I`l� 2.00 AC. 4 b TOTAL USE - COMMERCIAL SPACES) ZONED - �32 HC SPACE6 WILL BE PROVIDED -N PA c t i i5-A-2G AT THE TIME THAT THE A�LLE`- ;:=ARM C%'EDIT OFFICE BUILDING IS EXPANDED. U { to U I Ict) I laq NQTE: ALL RA15ED 15LAND5 WITHIN THE PARKING SHALL BE LAND5GAPED WITH 5HADE TREES AND GRA55. TH15 3HEET FOR LANID5CAPE FURTM5E5 CNL�-.11l I I E.X. Elk- EC. N I I TM 7�-A-217 RTiT PARTNER&W1P \ I.00 AC. )EX. Sl'1; ll GONEO - 62 t II ,II I� w-f U EX Fr'-1 Ex. Fr- — �I II II %� II° I� TM I5-A-2L iI I i`;FP-rl,DE LLC I ( 1.00 AC. / ZON,EO - 62 b3 u5E - OENT16T c =ICE i 7I-7 75-A-2E 1,1 C PZ,A6PER1TY LLC 23 AO U6E - UN1IIIPROVED ZONED - 62 20 10 0 20 40 mmmmoll SCALE: 1 " = 20' a z W W z is z W o CD 00 a ('a ' ��o �'-) z�>�' c ca W�t� x Ln� W � )�� In, LO n � � �� Hw rn ro w w z � C w C) o z o (j) z Wa � a Q Q U) U) F4 a W rx W o 0 0) cc) A r CO MARK D. SMITH "b No.022837 `SIGNAL W CU 0 W Z Q Q aco � ul O W w Wa�� O w Q a DATE: JUNE 4, 2004 SCALE: 1" =20' DESIGNED BY. CR FILE NO. 3937 SHEET 6 OF 9 ffl p���oWE 2004 FREDERICK COUNTY PLANNING & DEVELOPMENT 110 165 4 1 l60 I 155 150 145 140 I 130 1400 iFq ;FrI Iv OAd„9754 I o I s '1WS3 3�V1,11v c, 10 I - - ------ rr -,v —011�. �/ �, 1 /� - STANCE EED _...----------------------------------- XC V 28m XCEEDS ---- — r-- 0 VIP I e Q / zs, -- -- - — ,-- — — -- -- /--- - - ---- - --- --- -- ---- { �c— f-- -- -�- r--- ,- -I-- — - - - ,— UAW 13 A 9 I a a a i9 i9 �'' 1 v' �'��' " o�p Zsa I RT. 112 J iG� I`/W a cA G 1. ` •� '�� _ � — — � — — — — — -- — -_ _ -- — _ - -� — — — — — — — — — — II II �c� i INTX. PROR CG -11 4 PPOSPE reA TY DR. VARlADLE RAU SCALE: 1"nW HORZo IN-D, VERT. iiiii SIEMENS/o /i /i /i /i . /i 5 /i ii /i /i ii . /i s /i : /i 20 110 0 20 40 SCALE: 1 " = 20' 110 165 x W Lil Z z Wo Lo c0 C co It ;~ ��° �Ln Z �c\i c\1Ei Lu a U .-i ��:: U E-w 0 0 0 ro o w� U) w z O z00 0 z o > a a a W � w a a Q W 5 wp" W c � rn co Q t co MARK D. SMITH 9 NR,022837 s`S ONAL � � 0 U 155 O � Q Q > C 150 � ZEE_ W z � Y cc E- Q w o 145 140 � J � Q � 135 130 13+20 DATE: JUNE 4, 2004 SCALE: V: I" = 50 DESIGNED BY: CR FILE NO. 3937 SHEET 7 OF 9 m E 2004 FREDERICK COUNTY PLANNING & DEVELOPMENT XX Street approach same (radius to be as + A surfacing as mainline —I roadway shown on plans) LIC®Radial ombination ST'D CG-12 J curb and gutter (St'd. CG-6) 1J I �; e 4' SIDEWALK ® I 6• i �ZI �* Optional Flow line _Z_ Expansion 01 Joint o A J wI Note: Width 'B• 2'-0' or as Mainline roadway shown on typical section. PLAN VIEW (Radius to be as shown on plans) " Class A3 (1- Concrete 6iExpansion Joint SECTION C—C 10` Parabolic Curve �. -- Construct Grade changes with a parabolic curve. Edge of shoulder aX Max. ® I or Optional Flow L ne Slope Change When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please Mainline Roadway note the following: 8% Max Slope Change ® D XXMainline pavement shall be constructed D to the R/W line (except any subgrade 40` Min. for Street Connection stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A — A Ak Radial curb or combination curb and gutter shall not be constructed beyond the R/W line except for Guidelines for Grade Change D replacement purposes. When used in conjunction with standard Entrance Volume Desirable Maximum CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the High (more than 1500 VPD) 0 X 3 X mountable curb configuration. Medium •500-1500 VPD 3 X 6 R See Standard CG-12 for Curb Ramp design to be used with this Standard. Low (less than 500 VPD) S 6 X 8 X ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 inches. X Optional flowline may be used for entrances In cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION RMETHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB h GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER gHAL I BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 2•R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND I 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE ° EXCEEDED STANDARD CG-7 IS REQUIRED. ' .° b p' ° a ° ° D . The bottom of the curb and gutter may beconstructed parallel to thea slope 2'-0• subbase courses provided a minimum depth of 7' is maintained. This area may be concrete SPCIIFICATI EEFERENCEN RCOMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 ; VARIES I EX EP 12' 2" SURFACE SM-12.5A LIMITS OF BITUA41NOUS SURFACE OR SM-9.5A POINT OF 6" BASE 'FINISHED GRADE BM-25 114 ". 1 r - `12" TYPE 1 SUBBASE AGGR. BASE 21-B LIMITS OF SUBBASE COMPACTED SUBGP,4DE SHALL BE COMPACTED TO 959' DENSITY AT OPTIMUM MOISTURE CONI PER VDOT VTA#-1 METHOD NOTE. ULTIMATE PAVEMENT SECTION SHALL MEET OR EXCEED THE EXISTING PAVEMENT SECTION ON MARTINSBURG PIKE (RT. 11). THE CONTRACTOR SHALL PERFORM A TEST BORING FOR VERIFICATION PURPOSES. STANDARD TYPICAL SECT/ON FOR ENTRANCES, TURN LANES AND TAPER PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETEWINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. STD. CG-t'o "4'5 EW-I' O.C. NOTE: STONE TO PLACED AS IF IT WERE TYPICAL C4G TOP OF CURB GUTTER PAN O CONCRETE O ANCHORS ELEVATION PLAN VIEW FLUME DETAIL NTS It —FACE OF CURB AT STREET FACE OF CURB AT STREET NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB do GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB 8c GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7' Is maintained. COMBINATION 6" REVERSE CURB & GUTTER LIGHT YAVLMEN'I' SECTION NOT TO SCALE LIGHT PAVEMENT SECTION 2.0" SM-2A 6" 21—B BASE STONE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF ro. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. N TRAFFIC DR 9• HE&4T HORIZGNtAL, 30' MtNr9M LEWTH FOR 9' BKiN6 48' MAX" LENGTH FOR 9' WDTH DTH SIGNS VERTICAL, 9' HEIGi4T MESSAGE, PREFIX AND &FiiX 3' CAPITALS FWAD NAME 6' CAPITALS N TRAFFIC DR 6• HEIC>+4i HORIZONTAL, 24' MfNe1U'1 LENGTH FCR 6' WDTH &GAS 42' MAXMIM LENGTH FOR 6• UDTH SIGNS VERTICAL 6' HEr64T 9• MID 6• STREET NAPE SIC�.tB MESSAGE,PI�Rx MID 61Fi Ix 2' CAPITALS 84AM: HORIZONTAL RECTANGLE COLOR, MESSAGE, UNITE RELD, GREEN 11IMECTORIZED PLATE, ETCIW AU iNr - VIM THICK b061 T6 ALLOY OR MEETS YOM SPECS ExTrADED tyn CAP: 5A61 X 3/41 OR 1' BOLT - 2 PLACES 5/16" SET 60;1M . 3 PLACES IA6 PIECE 8/16• X 3/4' OR P BOLT 4 PLACES /21• 0-M, O P.4fdSEI 1(FI'1fF - 2-Uti' OD. x 12 GAUGE - 3412' X 84,2" X 11 Co. GALVAWiFD TUBM GAL.vANIZF-P SHEET - 31• LENGTH - AISTM 1-526 G-90 - A81i A A-181 - aErdlT LO POltp • Ull - 12 POUNDS 9• &GAS WQIIREO FOR THE FOLLOU WJ (ALL. e. HE1P8 6") YALL.EY W, NOWMESTEIZtN PIC NORTH FREDF.RILK RC "aFm F1C FI�WT ROFk PK M&L.LU M PK LLE PK NT5 D r SOCKETS MD &EDGES SHALL ISE ONvBN FULLY INTO GWJO, dW LIP FLUSH W/ CROWD LINE. INSTALLATION OF SOCKETS THAT WILL SUPPORT 9' W-** UALL RESW.T N MINOR EXCAVATICK CONCRETE REO XFMD - APPROMATELY 44 RM DED 6HOvab-FULL ADDED PER HOLE 24 HOLR GUIQING PERIOD REOWRED PRIOR eETTNG TO POST. PAVEMENT SECTIONS DETAIL SCALE: I" --DO' NOTE: DENOTES AREA WHERE PAVEMENT SECTION 15 TO BE HEAVY. THE REMAINDER OF THE LOT 15 TO HAVE THE LIGHT PAVEMENT SECTION. HEAVY PAVEMENT SECTION NOT TO SCALE HEAVY PAVEMENT SECTION 2.0 SM-2A 4.0 BM-2 12 21—B BASE STONE PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF to. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Je 10M LIGH7MG Type: Job: Catalog number: Mig. Fbmie Electrical Moaule Finish Options See pg,s 34 Optiohat Vettkel I ea �� 2 _ I silpfim Mount See page 5 Select pole from Kim Pale Catalog. It pole Is provided by Others indicate O.D. for arm fitting. Specifications Max weight (400HPS) - 451b 2' 8' 221/2'--� r � 0 T $'� 6- T 1 AR The Archetype revision 2I14I00 • ar.pdf Approvals: Date: Page: 1 of 5 Housing: One piece die-cast aluminum with integral cooling ribs over the optical chamber and electrical compartment. Solid barrier wall separates optical and electrical compartments. Double -thick wall with gussets on the supporhamt mourning end. Housing forms a half cylinder with 55° (fort face plane providing a recess to allow a flush single -latch detail. All hardware is stainless steel or electro-zinc plated steel. Lens Frame: One piece die-cast aluminum lens (came with 1' minimum depth around the gasket flange. Integral hinges with stainless steel pins provide no -tool mounting and removal from housing. Single die-cast aluminum cam -latch provides positive locking and sealing of the optical chamber by a one piece extruded and vulcanized silicone gasket, Clear 91e thick tempered glass lens retained by eight steel clips with full silicone gasketing around the perimeter. Reflector Module: Specular Alzak` optical segments rigidly mounted in an aluminum frame, which attaches to the housing as a one piece module. Reflector module is field rotatable in 90' increments. HPS and PMH sockets are porcelain 4KV pulse rated mogul base, MH sockets are porcelain mogul base, pin -oriented, with molded silicone lamp stabilizer. All reflector modules are factory prewired with quick -disconnect plug and include silicone seal at the penetration of the internal barrier wall in the luminaire housing. Electrical Module: Ali electrical components are UL and CSA recognized, mounted on a single plate and factory prewired with quick -disconnect plugs. Electrical module attaches to housing with rho -tool hinges and latches, accessible by opening the leas frame only. All ballasts are high power factor rated -201. starting. Support Ann: One piece extruded aluminum with internal bolt guides and fully radiussed top and bottom. Luminaire-to-pole attachment is by internal draw bolts, and includes a pole reinforcing plate with wire strain relief. Arm is circular cut for specified round pole. Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal thickness, applied over a chromate conversion coating; 2500 hour salt spray test endurance rating. Standard colors are Black, Dark Bronze, Light Gray, Platinum Silver, or White. Custom colors are available and subject to additional charges, minimum quantities and longer lead times. Consult representative. Certification, UL Listed to U.S. and Canadian safety standards for wet locations. Fixture manufacturer shall employ a quality program that is audited to IS09001 standards. CAUTION: Fixtures must be grounded in accordance with total codes or the National Electrical Code. Failure to do so may result in serious personal injury. 0 2000 KW LIGHTING INC. • P.O. BOX 60080, CITY OF INDUSTRY, CA 91716OM • TEL: 626MB5666 • FAX: 6261,%9-2695 5600400045 PRA JtSide Arm Mounted Applications: AR, CCA, CCSA, EKG, ET, MX21 A, VLA, 5X lam L4CHTM Post Top Mounted Appfications: CCP, CCSP, VLP, 5AT, M Round Aluminum Non -Tapered Pole revision 811I99 • pra.pdf Type: Job: Catalog number: Pits CaL No. Ftounhtis Pole Finish Optional Hinged Base Optional Duplex RecepUcle See,,2 _Ji-- see Paget I Specifications _ Post Top Mounting Conduit - L-____-J Opening Side Arm Mounting Presswood template Base Cover Plan 4 o o �o` 0 0 Longitudinal �Bolollcircle reference line. Orient parallel Diameter to curb or walkway. Leveling nut Base Cover and washer Anchor Bolt Projection Base Detail Grout must be packed r under pole base to insure full contact with footing Concrete and prevent loosening of footing to be leveling nuts. designed by Provide a channel through others. the grout for drainage from the pole interior. Y See chart on page 2. Handhole Base Cover Approvals: Date: Page: f of 4 Pole Constrtxtion: Seamless found eKlTUdeCI aluminum tube of alloy 6063 T6, welded to top and bottom of aluminum base casting of alloy 356. Base Cover. Base has a two piece cast aluminum full cover of 319 alloy, secured by stainless steel screws. Pole Cap: A Flush -sided cast aluminum pole cap is provided for side arm mounted luminaires. Handhole: 18' up from base, with a gasketed cover and ground lug. Poles with a 3 N O.D. include a handhole reinforcement casting welded in place. Anchor Bolts: Four galvanized anchor bolts provided, complete with eight nuts, eight flat washers, and a presswood template. Vibration Dampener: AN poles 25' and above include an internally mounted, factory installed Pendulum vibration dampener, with flush stainless steel socket head fasteners finished to match pole. Strength: Poles will withstand wind loads as listed in chart (see page 2) when luminaires are mounted per fixture installation instructions. Finish: SuperTGIC themloset polyester powder coat paint applied over a chromate conversion coating. Standard colors are Black (BL-P), Dark Bronze (DB-P), Light Grayy (�L�), Platinum Silver (PS •P), and White (YVH-P). Custom colors are available. Optional Architectural Class 1 Anodize available in Dark Bronze (DB-A) at additional Cost CAUTION: Do not install poles without luminaires or Strength &uarantee is voided. Any unauthorized accessories secured to pole shall void strength guarantee. Maintenance: A regularly scheduled maintenance program must be established io insure the protective paint coating is intact, corrosion or structural damage has not occurred, and anchor bolt nuts are tight. Failure to do so could lead to eventual pole collapse and serious personal injury. 8 19" KIM UGtMNG INC. • P.O. BOX 60wo, CRY OF INDUSTRY, CA 91716.0080 • TEL: 626'B66-5666 • FAX: 62&369-2695 - r g6D4098215 x lit W Z Z W ll7 000 CD ao a' 0 .-, r I ,w � 00 t ° to Rpm ,-1 � I M O 9 � cd ,�' 0 N W�Q) � o U lit a) 0 U a to an L t 1 t\ rn rn A N O N Q) 'y1 w U) Z w z O � � z Z O W a w f], Q Q U) w 5 a 5 w OF 9 MARK D, SMITH b No,022837 LS� i/"�rONAL E-t W H H Y P4 G 1 0 W LL UJ <� O �4 w E-i �— a- W Q Q W CC W � a- � a DATE: JUNE 4, 2004 SCALE: NTS DESIGNED BY: CR FILE NO. 3937 SHEET 8 OF 9 FREDERICK COUNTY PLANNING & DEVELOPMENT ,x t d.T '.h j.h^k` h 4 k• s k " 3 Y Hydrograph Plot ¢X° x Hydraflow Hydrographs by Intellsolve Wednesday, Jun 9 2004,11:39 AM Hyd. No. 3 Post Routing Hydrograph type = Reservoir Peak discharge = 1.47 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 2 Max. Elevation = 750.03 ft Reservoir name = SWM #1 Max. Storage = 601 cuft Storage Indication method used. Post Routing Q (cfs) Hyd. No. 3 -- 2 Yr 4.00 3.00 2.00 1.00 Hydrograph Volume =1,236 cult Q (cfs) 4.00 3.00 2.00 Ems AA7.11111'I M EIIIIII ==Ill�.r.l 0 5 10 15 Hyd No. 3 Hyd No. 2 20 25 30 Time (min) 5 < 6 Pond Ret3ort 6 kr� Hydraflow Hydrographs by Intelisolve Wednesday{Jun 12004, 19:39 AM Pond No. 1 -SWM #1 s .. Pond Data Pond storage is based on known contour areas. Average end area method used. Stage / Storage Table stage (ft) Elevation (ft) Contour area (sgft) Incr. Storage (cult) Total storage (cult) - 0.00 748.00 00 0 0 0.50 748.50 271 68 68 1.00 749.00 312 146 214 1.50 749.50 358 168 381 2.00 750.00 409 192 573 2.50 750.50 1,374 446 1,019 3.00 751.00 1,573 737 1,755 3.50 751.50 1,779 838 2,593 4.00 752.00 1,992 943 3,536 4.50 752.50 2,525 1,129 4,665 Culvert / Orifice Structures Weir Structures [A] [e] [C] [D] [A] [B] [C] [Dj Rise (in) = 12.00 6.50 0.00 0.00 Crest Len (ft) = 12.56 0.00 0.00 O.DO Span (In) = 12.00 6.50 0.00 0.00 Crest El. (ft) = 750.60 0.00 0.00 O.D) No. Barrels = 1 1 0 0 Weir Coeff. = 3.33 3.33 0.00 0.00 Invert El. (ft) = 746.60 748.00 0.00 0.00 Weir Type = Riser - - - Length (ft) = 46.00 0.00 0.00 0.00 Multistage = Yes No No No Slope (%) = 5.65 0.00 0.00 0.00 N-Value = .013 .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 0.60 Multistage = n/a Yes No No Exfiitration = 0.000 in/hr (Contour) Tailwater Elev. = 0.00 ft Note: Culvert/Orifice outflows have been analyzed under Inlet and outlet control Weir riser checked for orifice conditions Stage (it) Stage / Discharge Stage (ft) 5.00 4.00 3.00 2.00 1.00 0.00 5.00 4.00 3.00 2.00 1.00 0.00 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 Total 0 Discharge (cfs) t •I 3 I rS f r Y o of - p�� P X 9 r.a !� l .- a x , a Hydraflow Hydrographs by Intelisoivs ^Wednesday, Jun 9 2004,11:39 AM Hyd. No. 3 Post Routing Hydrograph type = Reservoir Peak discharge = 1.59 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 2 Max. Elevation = 750.32 ft Reservoir name = SWM #1 Max. Storage = 858 cult Storage Indication method used. Hydrograph Volume = 1,589 cult Post Routing Q (cfs) Hyd. No. 3 --10 Yr Q (cfs) 5.00 1 1 1 1 1 5.00 4.00 3.00 2.00 1.00 M 4.00 3.00 2.00 1.00 . ATATA, fi �•tS 1 �4 0 8 - m 3 Hydrograph Plot 44 y Hydraflow Hydrographs by Intellsolve,. Hyd. No. 3 Post Routing Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 2 Reservoir name = SWM #1 Wednesday, Jun 9 2004, 11:39 AM Peak discharge = 2.38 cfs Time interval = 1 min Max. Elevation = 750.66 ft Max. Storage = 1,257 cuft ------------------------- Hydrograph Volume = 2,151 cuft Q (cfs) 6.00 5.00 4.00 3.00 2.00 1.00 o.00 0 5 10 15 20 25 30 35� 0 5 10 15 20 25 30 35 Time (min) Time (min) Hyd No. 3 Hyd No 2 Hyd No. 3 Hyd No. 2 Storage Indication method used. Q (cfs) Post Routing Hyd. No. 3 -- 100 Yr 6.00 5.00 4.00 RM 2.00 1.00 M SWM STIJIDII,,UCTU1[�E NTS 15 Z i W W z t� Z WCQ o t, c0 CQ CQ CO 1-4 I Q) (a ��0 k ) t1D Z 4 000 � C, x to C\2 3 W �� (U Ul 0' � 0LO a� to x E- t. m A (n (n N O wU) H w � z w O z�� 0 " z o 1--^i > Q a W a Q Q Y) w r� Y) a w GP f, RK D, SMITH N 022837 `SIGNAL > POND BOTTOM E-( W H E E- w O Q > Z LL W co O W W 0 W? W v W I^^.L. ^ 1-�I F4 � � U DATE: JUNE 4, 2004 SCALE: NTS DESIGNED BY: CR FILE NO. 3937 SHEET 9 OF 9 �1N�100�� � DNINN1b7�"�" H01�1303ii3 d F an T'P 7 22i!04 FREDERICK COUNTY NNING & DEVFI nZ