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HomeMy WebLinkAbout58-04 Valley Farm Credit - Office Addition - Back Creek - Backfilev 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 responsibilities contained in th+e Virginia Erosion and Sediment relieves the developer or his agent of the g Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation p -w State right -of a VDOT and Frederick Count prior to construction in existing Sta (VDOT) y p gY 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. ' tins action will be held 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint g Y P J P and Representatives of the Virginia Department of Transportation with the Developer, County Representatives, p g P P (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 ditches as determined by trhis joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. g P P 6. An approved 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 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 from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are based on a minimium 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 inspection. VDOT 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 P y P P Y Administration (OSHA), and Virginia Occupational Safety & Health VOSH Rules and Regulations. ( ) g P Y ( ) g V3. When working within VDOT ri ht-of-wa all traffic control, whether permanent or temporary, shall be in g 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, 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. V . Design features relating to field construction regulations, and control or safety of traffic may be subject 5 g g g Y Y J to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision to 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 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 LEGEND EXISTING INTERMEDIATE CONTOUR - - - - - _ - 33 EXISTING INDEX CONTOUR - - - - 330 PROPOSED CONTOUR 40 ` EX E P EXISTING EDGE OF PAVEMENT PROP ESP PROPOSED EDGE OF PAVEMENT EX C&G EXISTING CURB AND GUTTER- PROP C&Gr" PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R T EXISTING TELEPHONE LINE - T T PROPOSED TELEPHONE LINE EX. 15 RCP EXISTING STORM SEWER PROP 15 RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER s EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE s PROPOSED GAS LINE PROPERTY LINE VICINITY MAP SCALE: 1 " = 2000' O W W o `O CO o r� oo U Lo o Lo -� M o °� �l Q) W M •drA °) N Ln t /� p `n °A ■� U N LO a �■/ -.4 E-" [4 ;°- , , �,,, ? l tti,. <.' , ' �� rr' � a., �. � _ �•, '� ,i , , _�,�� �� �-��1 A�%'� u ,� ,? �/ %, , f ' �a h �y t /f' / F' .� y ;;. !�' �� ` ���' �• _ ' � �..,��� w�r�., 1 � � �' f `' ' t �` _ J p f r' +' ?� ,r ?�� G 'Y t,r~" ?: ? : ;` + '.' fir>%-; ' / ' ` w f,7 ,_.. f, , % �+ , t -% o y;. ' s rr- .- / >� / SJT i f ' ° r 7 r, r4`'�. C --• r ,d f °° r �/ ? r to %`, _.../ ! . f`- r f` NA �z4 } r - fit"" 'Y ✓try\-. w. i..l� 'ter _ ` °�, ' '' A / l i ' r .b' o /; s; `� §i / �� � 1��(: f ' `" `� �r U V �.J 11 EET INDE�l ^� � � � y°, y w COVER SHEET SHEET 1 OF 5 LANDSCAPING RELOCATION & STRIPING PLAN SHEET 2 OF 5 EROSION &SEDIMENT CONTROL SHEET 3 OF 5 SITE PLAN SHEET 4 OF 5 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 VDOT 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. 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 project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion 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. FLOW LINE FENCELINE X X X X X X X X X-- X EXISTING POWER POLE -d FCSA PIPE SLEEVE SPECIFICATION & DETAILS SHEET 4A OF 5 GRADING PLAN SHEET 5 OF 5 13. The contractor shall provide adequate means of cleaning mud from itrucks 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 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 tto construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate auuthority 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 ba the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for an damage to the existing strreets 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 of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered durAng construction, the owner :�4od 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 plan. 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 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 shell be EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE W ' T' T PROPOSED WATERLINE W/ TEE W W W EXISTING FIRE HYDRANT D31 EXISTING WATER VALVE W e W PROPOSED WATER METER EXISTING REDUCER W W PROPOSED REDUCER '� W -o STOP SIGN HANDICAP RAMP (CG-12) �_ j DENOTES LOCATION ��OggF STD VDOT CG-12 RDDJOR JUONSTRUCOTNAL PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION @ HANDICAP PARKING Lt_�, VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE s ' � ;-� :, r7 J•� 0 �_4 Y (� (Y �' o a `�' �:q 0 �" W �, Q o o0 C I 0 0 -� - 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 �' T pF Ilj � � U TUNG NIK[ ADHIKUSUMA� ~d No. 026715 �O S`SIONAL 't"__ PROJECT INFORMATION SITE LOCATI+�'° -_, FREDERICK COUNTY, VIRGINIA EX STREET ADDRES • PROSPERITY DRIVE ADDRESS.- .- PARCEL IDENTIFICATION NO.. ; 75-((A))-2G LOT AREs-_.: 3.00 ACRES 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 installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. EXISTING STREET LIGHT DISTURBED AREA 0.13 ACRES CURRENT ZONING : B 2 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. 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. 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 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 PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O CURRENT USE COMMERCIAL PROPOSED ZONING B-2 PROPOSED USE OFFICE ADDITION SIGNS: NONE BUILDING SETBACKS: REQUIRED: FRONT PRIMARY: 50' PROPOSED: FRONT PRIMARY: 62.4' FRONT SECONDARY: 35' FRONT SECONDARY: 35' SIDE: 0' SIDE: 0' 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 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. EASEMENT LINE CENTERLINE - - EXISTING SPOT ELEVATION 12.0 PROPOSED SPOT ELEVATION 715 3 EXISTING TREE LINE REAR: 0' REAR: 0' PARKING SETBACK: REQUIRED: 5' PROPOSED: 5' BUILDING HEIGHT 35' E- 0 ,-, W E� Q � 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 PARKING CALCULATIONS FOR PROPOSED ADDITION USE REQUIRED PROVIDED EX. BLDG.=12,008 S.F. 123(INCULDING 5 H.C.) OFFICE PROP. BLDG.=1820 S.F. 56 SPACES (2 EX. H.C.) 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 a new lime: 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. 6. 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 corordinated 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 responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, 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 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 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 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 b VDOT. Y 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- 1 / 250 OFFICE S.F. I'TOTAL BLDG.=12,828 S.F. (3 PROP. H.C.) Z w 0 W 2 P z W � p E- O Q U Q �) W W < > V � � � W 0 W Q W W W � � � W J 0 WNERS CERTIFICA TE LOT AREA 3.0 ACRES = 130,680 S.F. F.A.R. CALCULATIONS FLOOR AREA TOTAL BLDG.=13,828 S.F. F.A.R. BUILDING/LOT AREA=0.1058<1.0 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. � / I ,66 ROBERT N. CARPE14TER, PRESIDENT -CEO DATE - LANDSCAPED AREA CALCULATION SITE AREA REQUIRED PROVIDED 130.680 S.F. B2 15% = 19,602 S.F. 78,236 S.F. OR 59.8% APPRO VA �r �r FIRE MARi.7HALL'rl NOTE I-,� 4✓ FANEIRICk ftUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) (*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT APPLICATION. Fire lane markings and signag_e: Any "No Parking signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. 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 made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water, services. YEARS FROM THE DATE OF PLANNING APPROVAL n TRIP GENERA TION DA TA Project Name: J VALLEY FARM CIREDIT Project Number: 3937 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD - d) For all 1 1/2" and 2" water services, the 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 11.01 PER 1,000 S.F OF GROSS FLOOR AREA 13,828 S.F. 152.24 BACK CREEK MAGISTERIAL DISTRICT SEPTEMBER 29, 2004 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 10131. * TA EN FROM ITE TRIP GENERATION 7TH EDITION Owner: Address, Including Zip Code & Telephone No. PO BOX 2700 UTILITY CONTACTS DATE: SEPTEMBER 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 ASOE 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, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. SCALE: N/A Developer: VALLEY FARM CREDIT Address, Including Zip Code & Telephone No. PO BOX 2700 WINCHESTER, VA 22604 (540) 662-3473 HANDICAPPED PARKINC NOTE DESIGNED BY: JNT Engineer Certifying Plan: Address, Including Zip Code & Telephone No. P.O. Box 1458 P.O. Box 2400 Handicapped parking spaces and aisles slope no greater than 2% in all directioc)ns.ns. Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 FILE NO. 3937 SHEET 1 OF 5 I II l I_ ,_ F- z Q N 0 0 0 N m N r SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. SIGN (SEE DETAIL) FC OR n� l� O HANDICAFFE SYMBOLS WHEEL ,STOP 2' WITH EP17— -1 T STRIPEID AREA 8' M IIN. 8' VAN ACCESSIBLE SPACE 5' FOR REGULAR SPACE I-- ,4NE) I CA 1=f=E D PAfiRK I Nr-: DETAIL N.T.S. LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. — DARK COLORED 2" LETTERS & 3/8" BORDER INTERNATIONAL SYMBOL OF ACCESSIBILITY Gk Q1: DISPLAY CONDITIONS 12' RESERVED PARKING 6" 6„ 24" m 4.0' MIN. 7.0' MAX. UNLAWFLiL --4" STEEL PIPE FILLED WITH CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A FINE OF DARK COLORED REFLECTIVE 50.00 TO $ 100.00 BACKGROUND MATERIAL NOTE: LIGHT COLORED 1 " LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED AT SAME POINT ADJACENT TO THE 8' AISLE. _A-_- N - IDT (o" 51 N '� - �ROiOSEp DT (oil � 0 L L s 0 _ TH15 VIEW FOR STRIPING ONLY SCALE 1 =10 7. 112 g) EF j /tu 4 IT B. - -,5-4 Z�4 _ -yam t y L ------ __ ----_� 7 w v CNN I - I'`-- z � w ZI N 01, O cn ' ItImZ U >< n \�/(: N3/i U ni 1 U \ ING 0 11 L-I 1 n D T 211 Q w rrI , (9T 2 11 --------------- I 10.9 T 2 " 2fT T 2 1 I �r m �� m, I � �O I I m V 00 Z � � c■ O W W Z Wo LO >0 00 I~ U �I a0 U CD c t70 x �� tB H LO r� r_ F I� c/071 w N N � Q w% w 0 5 a -�H 0F U TUNG NIKI ADHMSUMA9 No. 026715 ILA ZONAL a- uTT ll W F� a1 E- E-� cn V Z � 0 w 1tv--� 2, DT 2 J ram. -� w � w L �- w LAN EX. 5AN, 5 UJ. LATERAL L- N x. MONL MEN�T M Q Q 5I N uj Cl 7\ THIS VIEW FOR LAND5CAPE RELOCATION ONLY LANDSCAPE RELOCATION NOTE: SCALE 1" =10' RELOCATION OF EXISTING LAND5CAPE TO BE F 1"I I N5E 5 A PRE OR Ep BY L CE p D C PE Q 15 TREES TO BE RELOCATED ARCHITECT OR LANDSCAPE CONTRACTOR. DATE:SEPTEMBER 2004 ® 9 GROUND LIGHTS TO BE RELOCAED RELOCATION 5HALL BE EITHER NAND DIG SCALE: 1"=10' 3 PROP05ED TREE LOCATION BALL AND BURLAP OR TREE 5PApE METHOD. DESIGNED BY: JNT 10 0 10 20 PROPOSED NEW GROUND LIGHT LOCATION FILE NO. 3937 SCALE: 1" = 10' SHEET 2 OF 5 1 o� o� v_ u v- F l I a I 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. SOURCE: Sbenmod h FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. P III W1_ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE R1111 from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 STONE CONSTRUCTION ENR. ,••r ;r.r.r•r•r•r•r�r�r �r•r�r•r.c�r•r•r �r�r�r�r�r.�:, FILI 1-11=11 fl'11=1f,U�r�r�r�r�r�r�r�r�r�r•�r�r�r�r�z�r�r�r�r�r�r�r�a�r�r.�. 11=11 II-11=11 a .• ELEVATIONSIDE EXISTING 12' MIN. • 70' MIN. 9 r WASHRACK L—VDOT /I I I---'•—POSITNE DRAINAGE COURSE AGGREGATE 6 TO SEDIMENT TRIPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW SECTION A -A SECTION B-B SOURCE.ADAPTED from 11V kgdond Standards for Soil erosion and Sediment Copal, and Fa. Me Plate ..02-1 TM 75-A-2D RT.(T PARTNERSN/P l00 AC. USE - UN/MPROVEp ZONED - 152 u .o Ul „ 11 s "Noma •�. --._— --- — — 9 ins?� /k,9 SO 710 0" X� I� I n y.� \ \ I NL U r I I I ` I I a, r- ci LOT 14 7717-S-A-2✓ I' ,c T PA RTNERSHIh'�'' I __.• _ - 9� ZONED - 52 NiMPROVED I i z � i J o I I N I Si IQ �'x I I I 762 ---�------- T—"r" Valley Farm Credit Building Addition E45 NARRATIVE Description: The proposed project consists of approximately 0.13 acres to be disturbed for a building addition off the front portion on the existing building Fronting Route 11. Date of construction: Construction will begin following plan approval and will take approximately one lU year to complete. Existing site conditions: The area in which will be disturbed is a grass yard area with some landscaping which will need to be relocated. Adjacent a'sas: This project is bounded to the East by valley Pike Route II and Proserty Drive, the the North by a vacant lot which will serve a parking area and to the south, southwest by Hortons Nursery. Soils Information: NA Critical areas: There are no critical areas on this site. Erosion and sediment control measures: Control of erosion and sedimentation For this site shall be achieved by Installing the following. I. Construction Entrance 2. Reinforced silt fence NOTE: All Construction traffic to remain on -site r—= / TM 75-A-2L KEPT/DE LLC 120 AC. ZONED - 02 4.53 USE - DENTIST OFFICE' Cyr. 1 \ I `AIr Iu_ e t LU in TM 75-A-2E MtC PROSPERITY LLC 236 AC D3 641 F* 1344 U5E - UNIMPROVED ZONED - B2 ._ Ift"♦ s "N"•• ••.. t� EP 1 8.0 wA / EX. E4'114 LU Ey c� Z -' La M IL u =�4 V _ — _ _ fro w N \ _ I DT 4" T.B.FN 1 �- I 1 i _._._- .t ����j-f'`--•--i�--�„-- 4" `� N SECTR� IO I AY PVC ......... _ 1 pT 4" SDR-21 wM i E . DI Al UP o w \• EXISTING wno % - ^ '__' f r �I I m^ CtL - Cs �� I0. 2 ✓�i r OFFICE BUILDIN@ EX. RET -7 i CD 00 O W W z z W O � C\1 CO !~ a � � CD DO CU C' ROM mLO;zb Z~' x LO C\2 W �a) Q�� W a U 3(�tD 1u. Lo �' ~ E-r L=, r�-A r� � m � ;" ILI tk N 0 tw w rn Wd VALLEY FA 1G �?J aK • v`� \ I { O t7 f c . 3 AC. m — I `T W ��'� ZONE--B1141_ 20 WY I DT 2" I ? W 1 0 O DQ 6° 6" , J ' r ,� yt GL DT 6 G 0 j GX. SMN FH20- YP W � 0 Y- Cx. �wv. �c,w. �..,��••.. •..•.1,i � .� r V ••• 1 GL z GFFIGE f9UILDING LIMITS OF GLEARIWS +I GRADII�{:a Ex f'oiv 1"1ENrIr� ---__ /' G-1 uDT 2 I DST 2" ti Ta I oEX. DI FM \ 14 1 r I 6 ❑ X lu i O OT 2" _ — ` — — — ,✓ ELEC. C� I 1 _� WELL Q r3 41h HEA 0.MH ICV \ ` ('ICY 7T! 75-A-2 01H WIRE5 \ NORTON INVESTMENTS, LLC D6 95 5 �1069 / \ CONSTRUCTI pot Z CE TO BE FIELD LOCATED ON OR I l uSE - NURSERY l \ BETWEEN ADJACENT PROPERTY. ACTUAL LOCATION WILL BE ' ZONED - 52 / \ — — — — INSPECTED AND APPROVED BY FREDERICK COLNTY PUBLIG, WORKS DEPARTMENT f i Ei�0510N 4 SEE) IMENT CONTROL FLAN SCALE: i'I = 3m' ER0510N/5ED IMENT CONTROL LEGEND NO. KEY 5Y" fBOL DE5GRIFTION 3.05 SF X (I —X 6ILT FENCE aLIMITS OF CLEARING 4 GRADING H A ,T OF �r V TUNG ME �SHIKUSUMA� No.026715 Z3 6�J�VIAL E- O W E- E- Q 0 E-+ ~ W 0 H O H r l LL LL O W Q O W O U W � � DATE:SEPTEMBER 2004 SCALE: 1"= 30' DESIGNED BY: JNT 30 15 0 30 60 FILE NO. 3937 SCALE: I'I = 30' SHEET 3 OF 5 z Q 00 ai 0 0 0 N CM N 3 .a N O a U) M O M O a� 07 A u- a) ti rn M N N w O CD OD Z O TM 75-A-2D Rr4r PARTNERSNIP W /" AC. z ti W USE -UNIMPROVED �' X X ZONED - B2 X w z -A » TM 75-A-2,L I REP WE L L C S, I" AC. ZONED - B? 4 B3 "� USE - DENTIST OFFICE TM 75-A-2E M4C PROSPERITY LLC W o I c a 5 DB 041 FYs 1344 � +` "' -----------________--__._y •,•,„ ` USE - UNIMPROVED ZONED - B? Q i CO oo 0 � tw I rn -�— . --.. W � o >w -� Vol a�� 0. X. cJ" I"li-i ril- L Luuj - -_ . ____ '~ •..� `-- d Ex. 8110 W r EX. SMH W to �` EP ---- --_ —,. -- ---------_.---_ _ K� -+�.. ` EX. 4" CPP - _ z 0 UT 4" _ - __ _ DT 4" 1 - ---- 4" _ '' - -_ i FE } T S .44 5,3;39 ,• E �(G T.B. 54/ � �------------ `'"-- Wv a -- - - - DST `$'�� -�' ; 4 8 - -_ -_ - D� -- --- -_I i 5PASrNG qj --------------_ ., vICY sIGN --•_.• R-2 �_� PVC _ ;... _- --- - - _ - -------- -...__ UMH 7 bVA,t VAT A 11 SECTION , "'F W ....,.,,�... ' /-y q\ � `% �-C AIM iN Ld Ow 0 Q LLJ T F W( z ' _ Oro GL sriCi G -/ Q 1 T �" z p O EXISTING o �! > ao i OFFICE UI N N= a i E B LD I G� i lm( x Q T OFD , Z f- GL U SC � FF = i48 20 x i N wl x i TEST PIT � W� DT 2" I �� '� IS" x .37 ;ROUND HSPIPE SLE k w y - }4 UMrAa TUNG HIKUS UO O /6 W PLASTIC CASING SPA ER� ---------------- ER STRUCTURAL L �©I T No 026715� -'"-- `- -2G _VALL 3 AC. 4i33 SEE SHEET 3A bi m `" I tt {T-- �� SIONAL a sn z ar PROPOSED 1rn{ 6 D.I.P. � O NEICExNTD3D5TION �2.4 u1 �-c � ENCASEMENT (- tm 9'_ S. F. I D 211 —� ''-- - LOT !4 7M 75-A-?J T ---- - — u - ~ W\r qT h i-op. ;' ®L T 8 Gt; Q ' P O I R C U O RI STING W/L's SH LL IBE DESIGNED 15Y r ' FF.14520 ate' L ENGINEER AND PPROVED 5Y i - COUNTYA�D ItA ION AUTHORITY I 5 I ' 4 I N.C. I REFUGE AREA ( DT 2" 1 0 JJ -�rn R p 8 I�^� -- _- �6 z ; I K COUNTY TIDNS DEPT. M i I EX. 5M H t IMPROVED +- 1 R i 20 A45 R lx tt 3 I I ! I I --- tYP. -------------- SF -I318 _LuI m PROPOSED STRIPING \ X YI FLAG L IMlT5.OF:ARQ:i. ; ;:;:.::':.:::.'.: POLE �:��::INCx::.R:DQF.;` :.i:. ,.,'' `::: {R�M " �qT 2 I � a v* DT I 2" W (K -� `' ---- - --- _ -{ - '_------_ EX. YI EM WINDOWS -- -- I o � IU3 -0 D W --_ --__ A D� GL " GL ����`�-- RISER 4 TRF-05 TO )=X(aTING STAIRWAY AS SHOWN TO ALLOWS EX. REMO OFFICE C�3UILDING SAN. 5E� LATERAL GL EX. MON MENT I m OC � 4 �' Q > DT 6 IDT 6,11 . =G� SMOOTNpRANSITION FORM FF=140.20 STAIRCASE t0 TERRACED AREA. I � n Z 1082' 7< _ S H IO _ I DT 2° DT 2" w I W w GM I LL V LL I = - - EX. DI DT 6" _._.,.^.� C F a GL . y �- xL EM El-1 a X I p 0 I U. O W W Q W w rx- x U (s,, ?" ELL ®EAD I a- ELEC. 0- IUMH J U ICV ,.l�T TIC. Ip UP . EX. RETAINING WALL _______ _.____ � D/H WIRES TM 75-A-2 PED. NORTON INVESTMENTS, LLC DB 954 M /069 7 95 AC. USE - NURSERY ZONED - B? INSPECTOR NOTES: 1. BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND CONTRACTORS NOTES: PLANNING NOTES: SECTION 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDIING CODE/2000. OTHER CODE THAT APPLIES IS CABO A 117.1-98 ACCESSIBLE AND USABLE BUILDING .AND FACILITIES. DEMOLITION OF EXISTING STRUCTURES FOR BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA NO OUTDOOR STORAGE AREAS PROPOSED, DATE: SEPTEMBER 2004 2. NOTE SECTION 705 IBC FOR FIRE WALL REQUIREMENTS BETWEEN USES IF REQUIRED. 3. SECTION 3408.6 OF IBC (THE ADA 20% RULE) SHALL APPLY TO THE EXISTING ACCESSIBILTY FOR UNIFORM STATEWIDE BUILDING CODE AND SECTION 110, 111, 112, AND 113 OF THE BOCA NATIONAL NO OTHER TRASH RECEPTACLES PROPOSED. THE ADDITION. CODE/1996. SCALE: 1"=20' 4. HC PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER THAN 2% ACROSS AREA. DESIGNED BY: JNT PERMIT SHALL BE REQUIRED FOR RAMPS IF INSTALLED WITH SLOPES GREATER THAN 5%. 5. ALL DOORS HANDLES SHALL BE LEVER TYPE AS PER ADA REQUIREMENTS CONTRACTOR * () PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, SHALL REFER TO CHAPTER 17 OF BOCA, SPECIAL INSPECTIONS SHALL APPLY WHERE REQUIRED. ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT 2P� 10 0 2m 40 FILE NO. 3937 6. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL COMPLY WITH SPECIAL INSPECTIONS APPLICATION. ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS. CONCCRETE, ETC.) 5CALE: P = 20' SHEET 4 OF 5 0-4 s ¢, ��y � �� v� � y` � � o_ ��' 25 �� I 1 I F=7mu M 61 VERIFY Z Q 0 D 0 0 0 N N is 3 a 0 r- .n :>7 Q 0 iv C (Q c 0 V Q 0) C .a 7 _m Z W W Z z W w a� J E L r� CU M rn th a� 0 PIPE PER SITE DWGS. -f 3" CLR m w N w N w r w r w r w w r N w N w r w r w r "FINISHED SHE- GRADE - a a a e » � � e e e a ►-� � �-� �-� � N r N N ROUND HSS 18x.375 r r r r SLEEVE: SHALL NOT #5 BARS PER r r PROJECT INTO r r r N SECTION 3/S1 a r FOOTINIG DEPTH r r r r 3'-0' • a :. MIN. 1 12" SPACERS. ° PER SITE° _ DRAWING I r III III WIDTH TO MATCH a FOOTING WIDTH 8" MIN. J „ 3" CLR. , 8 -'I" (4)-#5 MIN. PIPE SLEEVE IN #FOOTING soir 3 4= - Fat irk 6" PIPE CASI G ROUND CASING HSS 18x.375 - (74 . •2' cV O W* 29,046.1 STRUCTURAL ;fxl FYI,. CONCEPTS, INC. 132 West Piccadilly St. Winchester, Va. 22601 (540) 667-6174 47'-4" 740.42' AIL F.F.E = 748.20' 10'-0" MAX. TYP. 10 .0" NAX. Tom' CONTROL IOINTS C14 PER TYPICAL DETAIL ON DRAWING S1 0 mot' d' O WF* 1 (740.42') FOUNDATION PLAN SCALE 8 .-0 40.42') 29.046.1 STRUCTURAL CONCEPTS, INC. W *est PTh d-�MiyY St, CltMtdr 11�4 40.42 O CONTRACTOR CONSTRUCTION & INSTALLATION NOTES: 1. ALL WORK PERFORMED WITHIN THE 20' WATERLINE EASEMENT SHALL BE IN ACCORDANCE WITH THE FREDERICK COUNTY SANITATION AUTHORITY STANDARDS AND SPECIFICATIONS HANDBOOK REVISED AUGUST 2004. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION AND INSTALLATION OF THE PIPE SLEEVE IN FOOTING PER STRUCTURAL DETAIL DESIGNED BY STRUCTURAL CONCEPTS, INC. ANY DEVIATION FROM THE SITE PLAN MUST BE APPROVED BY THE FREDERICK COUNTY SANITATION AUTHORITY & STRUCTURAL CONCEPTS, INC. 3. CONTRACTOR SHALL PERFORM FIELD TEST PITS AT LOCATIONS SHOWN ON SITE PLAN FOR ACTUAL HORIZONTAL & VERTICAL LOCATION OF THE 6" FIRE SUPPRESSION LINE AND THE 2" SERVICE LINE. CONTRACTOR SHALL NOTIFY OWNER & FCSA PRIOR TO ACTUAL WORK PERFORMED. 4. CUT PVC PIPE TO ALLOW PLACEMENT OF PIPE SLEEVE, THEN JOIN WITH MEGA -COUPLING 3800 SERIES, RESTRAINED COUPLING PER DETAIL OR FCSA APPROVED EQUAL. 5. FINAL INSPECTION & APPROVAL LETTER WILL BE PERFORMED BY THE FREDERICK COUNTY SANITATION AUTHORITY, PRIOR TO BACKFILL OF PIPE SLEEVE FOOTING AREA. W!" �On T 1 Your Connection to the Future MEGA -COUPLING SERIES 3800 Restrained Coupling The 3800 is a restrained coupling for use in the joining of two plain end ».r pipes of the same or dissimilar materials. This device provides axial 1 ' restraint to the rated pressures listed below, with a minimum factor of safety of 2: 1. The 3800 is an �� •?' economical alternative to the S harnessing of unrestrained repair type couplings. For Use on: _�; �. •Ductile Iron • Steel • PVC Pipe (AWWA C900 and ASTM 2241) 1: Y Features: ah • Fusion Bolded Epoxy on Body t br • MEGA BOND'n" Restraint Coating System MEGA�COUPLING (3806) on 6 inch pipe. • Corrosion Resistance, low alloy, high strength bolts and nuts per ANSVAWWA C111/A21.11 Pressure Ratings g „ 65-45-12 Ductile Iron construction 4 3804 28 250 250 200 150 100 2H 160 Meets or exceeds the applicable 6 3806 36 250 250 200 150 100 200 Ho requirements of : 8 3808 54 250 250 200 150 100 200 160 AWWA C219 t0 3810 73 250 250 200 150 100 200 160 ASTM A536 >2 3812 81 250 250 200 150 100 200 160 ANSI/AWWA C111/A21.11 111111111011111 - ASTM D2000 I Sample Specification Joint Restraint to prevent ai al separation shall be incorporated into fhe For use on water or wastewater pipelines subject to hydrostatic, design of the slilorcoupling usedtoconnedtwo pipe plain ends. pressure and tested in accordance with either AWWA C600 or The restraint mechanism shall consist ofaPul liryofindlridualy ASTM D2774. actuated gripping surlc�Icmatimoerestaintcapabliry. Torque Packaged items (gaskets not shown) limitingtwistoffnu!s,: albeusedtoinsureproperaduabgofthe vestaint dons. The; , taX device` shall be coated using MEGA BOND", for complete s,ecifiaiiansonMEGA-BOND visit www.ebaa.com• Ducrdu Iron components shall be of a minimum of 65 45-12 ductile iron meeting the requirements of ASTM A536 of the blest revision and Oaf be lested to accordance with said standard. The restainediolnlr, ,Aem shall meet the applicable requirements of AWWA C20, ANSI/ WW'A CIWA2L11, and ASTM D2000. The resUainedjo ning system shal be EBAA Ikon Series 3800 or approved equal. IA(1450 Ccgirigh12004 @ EW bon, k +r The gripping wedges Sr ', Torque Limiting works alongthe Same principlesasEW Iron, Twist -Off NutsTLEm IncS Senes 1100 Megalug� " and Series 2000PV Megalugg gripping wedges. The Twistoff Nuts, which Once set to the proper torque by the Twist -Off were designed and Nutsthe wedge then evenly'grips' the pipe developed by the engineers=�"4 preventingaxial movement. The'grip' strength ofl lion, Inc.. are specifically made to Rwistoff grows as the thrust grows allowing for a truly at the correct ft: Ibs of torque. This allows for proper dynamic restraint. installation and eliminates the need for expensive torque wrenches, which can become cumbersome in field application. Accommodation for ASTM 2241 PVC and Steel pipes are made by simply unscrewing of the wedge actuating screws. removing the spacer, and then replacing the wedge actuating screws. Ductile Iron PVC PinpS IN OL Pipes IS Coating of Sleeve and Restraints The Sleeve is coated with a /usion bonded epoxy to give longterm corrosion protection. The croaking is applied to a minimum of 15 mils and is Monday tested with a 1500 V spark test in accordance to ANSI/AWWA C213. The Restraints are coated with EBAA's MEGA-aOND- Restraint coaling System. This incorporates a polyester based powder coat on restraints and a flouropolymer coating on all wedges and related parts. Steel Di tine Your Eo,nOect o:n, w the Fatux ri www.ebaa.com Spacer Instructions Ductile Iron Pipe & C900 PVC Pipe Steel and ASTM 2241 PVC Pipe (IPS O D ) r For installation on For Installation on i . Steel pipe and Ductile Iron Pipe -1 Leave ASTM 2241 TRemove "' '��Io and C900 PVC Pipe, -Spacer sized pipe, remove Spacer use as received and '+= spacers and replace install perm �,.� screws. Install per WPM instructions. z instructions.+ Installation Instructions 1.Identify the pipe. The spacers 2. Place the end rings on the pipes 3.Center the sleeve body over the under the actuating screws must with the lip extensions toward the ends of the pipes while be removed for use on steel and pipe ends. Lubricate and install maintaining a 1/2" to 1" gap ASTM 2241 PVC pipe. The the proper gaskets on the pipe between the pipe ends. Slide the spacers must remain in place for ends with the tapers toward the gaskets and end rings toward the use on ductile iron and C900 PVC pipe ends. sleeve body. pipe. (see Spacer Instructions (SMJ gaskets must be used with above) ductile iron and C900 PVC pipe. Clean and inspect the pipe ends. Transition gaskets must be used Beveling of the ends is not with steel and ASTM 2241 pipe). necessary. 4.Install the threaded rods and hand tighten the nuts on each end. Gradually tighten the nuts in an alternating manner to 60-75 ft. lbs. while maintaining the same distance between the rings and the ends of the body at all points around the rings. 5. Hand tighten the actuating screws until all wedges are touching the pipes. Continue tightening the screws in an alternating manner until the torque limiting heads twist off. The screws may bottom out during this step. Series 3800 Submittal Reference Drawing EBAA IRON Sales, Inc. P.O.11 857, EasUand, TK 76448 Tel; (254) 629.1731 Far (254) 629.8931 (800) 433.1716 within US and Canada ebaAeasUanil wwtv,ebaa.com Restraining Torque Limiting Twist Off Nuts End Ring Spacer* Standardized Mechanical Transition E \ Joint Gasket Gasket B A- 1 R U Ductile Iron Steel N C900 PVC ASTM 2241 PVC At --------------------- A2 * ONLY remove spacer if installing on ASTM 2241 PVC or Steel pipe. 4 3804 6 3806 8 3808 10 3810 12 3812 Series 3800 Sul M a d B i n U s A M a d e i n U s A 4.80 4,50 13.0 9.5 2.5/804 7.5 50 6,90 6,63 13.0 12.1 4.5/8x14 7.5 50 9.05 8.63 13.0 13.6 4.5/804 7.5 50 11.10 10.75 13.0 16.0 6.5/804 7.5 50 13.20 12.75 13.0 18,1 6.5/804 7.5 50 Reference Drawing I. p __^, I / Thrust Rod (D) THE SHEET FOR PIPE SLEEVE FOOTING ONLY!! E B A A I R 0 N 0 � Z O W W Z CD Z W O m LO 00 � t a� C\2 CC) cfl CDLO �� W IL O L1J �, as 0 U a. as � Lo E--1 Pc., rn W o W� GL V1 1.4 f� E_ Q It♦ � � W NH E -t C O U) Q > E- Z O E t-1 W Q U) O U U) LIL W U H LL O W W Q VL J V w W 0.1 U U) > 4-1 DATE:SEPTEMBER 2004 SCALE: AS SHOWN DESIGNED BY: OTHERS JOB NO. 3937 SHEET 4A OF 5 NO r 0 0 w EX. EP Qj --'1=F,,O F05E U 11 5TRl f=INC EX EF -- 0 —,�T 4" I I i12 �T� I 9> 601 R/ i , \ - '' VCSDR '�\ .- ; -_ I. I I t , 1 I DT 4 I , I , I GL Cw I ' N a_ 59.0 I W I Q On cLY I I � O U� L.LJ I __j CL. ' 1P Wv i 01- D T 4 n^� Y O 0 : >�' V \ � � O N; 0 xa- C�� O I I \ 75 - -2C x' a- W; , TE5T PIT VALLEr FAr! ; 1\ 1 , 3.P A � 1 w ��43E)o I E E E ' 1 rood L+ ui; iW8sN1 6 ism r6a i M P1h6.1g w ".v,4 ma fiw I" wv '^ VIAL .. ------------------- r \ I �v P I p. , DT (o 6 GV & B OFFICE ADDITION _ 62. 4 16' 1820.05.F. r I I it 1 ' D E3 r FF. 14a.20 201 f I I V REFUC:;ACE A 10 0 4 6s. 0 (� - -- - s 1 0.9ia � 2E. : s I. i 0 L i GL DT (oil / \ DT (oil / THIS VIEW FOR PARKING AREA ONLY �IIT2 1;41IINCJ [DT 2 K _ --- ---------------------- I> �`'o - A1OX. OCAT I ON 5TAIRWA�' RI5E1R T�FD5 TO 5E 42 SAN. SUS. LATERAL A5 5�10�,N TO ALLOW 51„IOOT�I Ti�ANS (�" (ON FORM �>C. �10N 1°�1�N � � 51�N � 5TAIRCA5E TO TERRACE[) AREA. � 108.2' (� THIS VIEW FOR OFFICE ADDITION AREA ONLY mif. es I> (s) t- o C3 A rnrn m L o �,L i-- Q44 o W W Z z W o i' to 03 Q 't1p � U I ~' , � ���' 0!Z us -0,0�� .--, r, �-, �: -- E- fS, rj �o ro ow� O H 5 a Ok TUNG biAUSUMA9 No. 026715 0'y ZONAL _ E_ W rr � 0 Q z 0 E a �E­ v ± O Q U. uj U- w w Q W U � J J � Q � � INSPECTOR NOTES: 1. BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM S`II°ATEWIDE BUILDING CODE AND CONTRACTORS NOTES: SECTION 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE DATE: SEPTEMBER 2004 THAT APPLIES IS CABO A 117.1-98 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. DEMOLITION OF EXISTING STRUCTURES FOR BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA 2. NOTE SECTION 705 IBC FOR FIRE WALL REQUIREMENTS BETWEEN USES IF REQUIRED. UNIFORM STATEWIDE BUILDING CODE AND SECTION 110, 111, 112, AND 113 OF THE BOCA NATIONAL 3. SECTION 3408.6 OF IBC (THE ADA 20% RULE) SHALL APPLY TO TIIE EXISTING ACCESSIBILTY FOR CODE/1996. SCALE: 1"-10' THE ADDITION. 4. HC PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER THAN 2% ACROSS AREA. PERMIT SHALL BE REQUIRED FOR RAMPS IF INSTALLED WITH SLOPES GREATER THAN 5%. DESIGNED BY: JNT 5. ALL DOORS HANDLES SHALL BE LEVER TYPE AS PER ADA REQUIREMENTS CONTRACTOR (*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, 10 0 10 20 SHALL REFER TO CHAPTER 17 OF BOCA, SPECIAL INSPECTIONS SHALL APPLY WHERE REQUIRED. ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT FILE NO. 3937 6. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL COMPLY WIITH SPECIAL INSPECTIONS APPLICATION. ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS. CONCCRETE, ETC.) SHEET 5 OF 5 I !I ml - I I I Z v 0 0 N L0 c m a 0 70 Q E W a_ T N (II co 0) M Cn N 0 CENERAL 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 s contained in the Virginia Erosion and Sediment relieves the developer or his agent of the responsibilitieg Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g g P P (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. „ w' be heldPM 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection ill and Representatives of the Virginia Department of Transportation with the Developer, County Representatives, p g P P VDOT to determine if and where guard rail and/of paved ditches will be needed. The developer will be (VDOT) responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to of Trans ortation VDOT Guard Rail and Paved Ditch Specifications. Virginia Department 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. P 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 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 inspection. 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 VDOT 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. VOOT 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 P Y P P Y Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be m 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 traffic17 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 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 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 project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion 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. LEGEND EXISTING INTERMEDIATE CONTOUR - - - - - _ - - 33 - EXISTING INDEX CONTOUR i -- 33O PROPOSED CONTOUR 40UJ EX Pk' EXISTING EDGE OF PAVEMENT E� GPAVEMENTPROP ESP PROPOSED EDGE OF EX C&G EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE L5fi PROPOSED TELEPHONE LINE T T y 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 T EXISTING GAS LINE G PROPOSED GAS LINE c c PROPERTY LINE - FLOW LINE �- - -• - •- - • FENCELINE * * * # * * * * * EXISTING POWER POLE VICINITY MAP SCALE: 1 " = 2000' O O W Z os ro ►o N W .� Lo ab � � y 'Kt nt Z x Ln CQ �; � a) I fit` 'rCi }7 o W In V" ' jj0 v V �1^ Pam^ ,`` � a) <� . E. ri, - - -- - 4 L ' i a ...r w� w ,2s' . •' ..� �. ` � ,� z `` ;ate " M"` ✓ '� ti✓rr O „ f o r 'r mow, r .. - ~. ( 1, C� y 5.k ; ° ;" _ , ti� ;, 1tV�l y3� 7 .� �� l ✓ t, = , s(`'�., ,� ° ,-; ;.: T y ,tC� r' ..; � �a Tom'! _ Q ,.... „I� ✓ `^'�+..���+,�'i .+.° V.� .,''y 1 i ++`1y �° .....`^4� r -y m-_ -* � - �_,w , 1 ,r J ; ... .✓'fit $ ,y�Y~ ° ♦,.r ...�* �'"+„ y,,ry Q..., "" '^y ' ,,'' a %; �r f+^ d �" a Y y _ __��;✓ • • SHEET INDEX m p p a) o v y w �n w COVER SHEET SHEET 1 OF 5 LANDSCAPING RELOCATION & STRIPING PLAN SHEET 2 OF 5 »;n:.SION &SEDIMENT CONTROL SHEET 3 OF 5 SITE PLAN SHEET 4 OF 5 FCSA PIPE SLEEVE SPECIFICATION & DETAILS SHEET 4A OF 5 U-1 ADING PLAN SHEET 5 OF 5 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 contractors 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 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 horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a 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 of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner 'and 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 plan. 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. 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 approvedr 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 by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. 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 EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE w ' T' PROPOSED WATERLINE W �'� w ' T' w / TEE EXISTING FIRE HYDRANT p� EXISTING WATER VALVE w e w PROPOSED WATER METER m EXISTING REDUCER W w51 PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CG-12) �_ j DENOTES LOCATION OF STD VDOT STANDARDDRAMPJCONSTRUCOTIION PARKING INDICATOR 1Z INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE I r I g �/ �p -•� Z 0 i/1U) (Yi o 0 W Q o 0 0 i '" THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS 'HALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION,I,T1 pF U .� 9 TUNG NIIQ AD HIKUSUMA 0 No. 026715 p p AC�'s It 9�O NAL PROJECT INFORMATION _ SITE LOCATION ; FREDERICK COUNTY, VIRGINIA EX STREET ADDRESS _ PROSPERITY DRIVE PARCEL IDENTIFICATION 1�T0. 75-((A))-2G LOT AREA : 3.00 ACRES 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D696, 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. 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. 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 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 EXISTING STREET LIGHT PROPOSED STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O DISTURBED AREA ; 0.13 ACRES CURRENT ZONING : B-2 CURRENT USE : COMMERCIAL PROPOSED ZONING PROPOSED USE - B-2 OFFICE ADDITION : SIGNS: NONE BUILDING SETBACKS: REQUIRED: FRONT PRIMARY: 50' PROPOSED: FRONT PRIMARY: 62.4' FRONT SECONDARY: 35' FRONT SECONDARY: 35' SIDE: 0' SIDE: 0' 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 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 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. EASEMENT LINE CENTERLINE - - EXISTING SPOT ELEVATION 12.0 PROPOSED SPOT ELEVATION 715 3 EXISTING TREE LINE REAR: 0' REAR: 0' PARKING SETBACK: REQUIRED: � 5' PROPOSED: 5' BUILDING HEIGHT 35' � � 0 W a' E-+ Q Z w 0 W 2 ~ � Z W �' O U) 0 C� Q W W > V ~ � � Q W Q �l W W J J � 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. 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 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. 6. 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 shall furnish and install all water meters through 2" in size. It is the developer's/contractor's respo to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, 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 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. PARKING CALCULATIONS FOR PROPOSED ADDITION USE REQUIRED PROVIDED EX. BLDG.=12,008 S.F. 123(INCULDING 5 H.C.) OFFICE PROP. BLDG.=1820 S.F. 56 SPACES (2 EX. H.C.) 1 / 250 OFFICE S.F. TOTAL BLDG.=12,828 S.F. (3 PROP. H.C.) 0 WNERS CERTIFICA TE LOT AREA 3.0 ACRES = 130,680 S.F. F.A.R. CALCULATIONS FLOOR AREA TOTAL BLDG.=13,828 S.F. F.A.R. BUILDING LOT AREA=0.1058<1.0 / 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. -Ia� &-tio !� // /S o ROB RT N. CARPENTER, PRESIDENT -CEO DATE -- LANDSCAPED AREA CALCULATION SITE AREA I REQUIRED PROVIDED 130.680 S.F. B2 15% = 19,602 S.F. 78,236 S.F. OR 59.8% APPRO VAL FIRE- MARSIIALL S NOTE - - �`f f`Z.ic��r d�`r ERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) -- (*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT APPLICATION. Fire lane markings and signage: "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. 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 made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. YEARS FROM THE DATE OF PLANNING APPROVAL TRIP GENERATION DATA Pro • ect Name: 3 VALLIVY FA.RY CIRE D I Project Number: 3937 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD 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 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 11.01 PER 1,000 ST of GROSS FLOOR AREA 13,828 S.F. 152.24 Magisterial District: BACK CREEK MAGISTERIAL DISTRICT Date of Plan: (Month, Day, Year) SEPTEMBER 29, 2004 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. * TA EN FROM ITE TRIP GENERATIO1 7TH EDITION Owner: Address, Including Zip Code & Telephone No. PO BOX 2700 UTILITY CONTACTS DATE: SEPTEMBER 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, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. SCALE: N/A Developer: VALLEY FARM CREDIT Address, Including Zip Code & Telephone No. PO BOX 2700 WINCHESTER, VA 22604 (540) 662-3473 HANDICAPPED PARKING NOTE DESIGNED BY: JNT Engineer Certifying Plan: Address, Including Zip Code & Telephone No. P.O. Box 1458 P.O. Box 2400 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 FILE NO. 3937 SHEET 1 OF 5 RM O 2 u z o` O � y� G\ r,� F- z Q O N 1� 0 O N M N SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. SIGN (SEE DETAI WHEEL. STOP 29 WITH EP1 1 T STRIPED AREA O HANDICAPPED 6YM50L5 8' MIN, 8' VAN ACCE65IBLE SPACE 5' FOR REGULAR SPACE 1-IAND ICAPPED PARf<ING DETAIL — —— — N.T.5. — LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. — DARK COLORED 2" LETTERS & 3/8" BORDER —, INTERNATIONAL SYMBOL OF ACCESSIBILITY Gk & DISPLAY CONDITIONS UNLAWFUL PARKING IN THIS SPACE IS SUBJECT 12" RESERVED PARKING 6„ 6„ X 24" 4.0' MIN. 7.0' MAX. 4" STEEL PIPE FILLED WITH CONCRETE TO A FINE OF DARK COLORED REFLECTIVE 50.00 TO $ 100.00 BACKGROUND MATERIAL NOTE: LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED AT SAME POINT ADJACENT TO THE 8' AISLE. TH15 VIEW FOR 5TRIPING ONLY SCALE 1"=10' N ..-------------------------- w._� L q-- ppRox CCAT I ON Y + EX. 5AN. 5EW. LATERAL uu I� X. ��i�N TINTFH 5I N ul c� 7\ < r � I rm m, EO I I m � TH15 VIEW FOR LAND5CAPE RELOCATION ONLY LAND5CAPE RELOCATION NOTE: 5CALE 1" =10' RELOCATION OF EX15TING LAND5CAPE TO BE 0 15 TREES TO BE RELOCATED O 9 GROUND LIGHTS TO BE RELOCAEp ED PROPOSEp TREE LOCATION 0 PROP05ED NEW GROUND LIGHT LOCATION PREFORMED BY L ICEN5ED LANDSCAPE ARCHITECT OR LANDSCAPE CONTRACTOR. RELOCATION SHALL 5E EITHER NAND DICE, GALL AND BURLAP OR TREE 5PADE METHOD. 10 0 10 20 SCALE: 1" = 10' Z � O W W Z Z Wa Lo 00 a' U � � CO U Z~' 'tc � x U'� C'l Lu 0 U / �! V `o ^ ) Hw IN 0) — U)cn N a)o w c to O H P4 Q TH OF Pr G� TUNG NUG ADHIKUSUMA No. 026715 °��s 11�231b�I A ZONAL � E-, �a v � W H I� H E- H U] Z O E—, C�6 oho o E Q� �QW�� LL � O LL W W rx ,- UL O w Q � J � U � � DAT& SEPTEMBER 2004 SCALE: 1" =10' DESIGNED BY: JNT FILE NO. 3937 SHEET 2 OF 5 GJ r v yvw," `w I I I 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. I � / FLOW 4' 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL FLOW III EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation Fabric 'lter Barriers Sediment entControolof Straw Fabric biter Ba�ie�for Se�entControol, PLATE. 3.05-1 shwa a Tyant _ STONE CONSTRUCTION ENTRANCE 70' MIN. I EXISTING __ PAVFMFNT VDOT /1 I -POSITN£ DRAINAGE f0' M\ COURSE AGGREGATE B TO SEOIM£NT EX I • MUST TEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OP£RAIION SECTION A -A REINFORCED CONCRETE J DRAIN SPACE SECTION B-B SOURCE:ADAPTED from 198J kood Standards for Soil erosion and Sediment Control, and Va. OSWC Plate Jil T17 75-A-2D RrtT PARTNERSHIP I" AC. U5E - UNIMPROVED ZONED - 52 C �► �_ d3 � X - liYS3 ([/7/1rI .OdBX� / cfo� I � / \ zl ILI I I � `-I QI � I t I � LOT N CA ON 77175-A-2,) p I R r PARTNERSHII✓°' ZONED - 82 IMPROVED N 1\ oI I M I $% I I i I =J l T60 Valley Farm Credit 5uilding Addition E 45 NARRATIVE Description: The proposed project consists of approximately 0.13 acres to be disturbed For a building addition off the front portion on the existing building Fronting Route II. Date of construction: Construction will begin following plan approval and will take approximately one (U year to complete. Existing site conditions: The area in which will be disturbed is a grass yard area with some landscaping which will need to be relocated. Ad iacent areas: This project is bounded to the East by Valley Pike Route 11 and Proserty Drive, the the North by a vacant lot which will serve a parking area and to the south, southwest by Hortons Nursery. Soils information: NA Critical areas: There are no critical areas on this site. Erosion and sediment control measures: Control of erosion and sedimentation for this site shall be achieved by Installing the following. I. Construction Entrance 2. Reinforced silt fence NOTE: All Construction traffic to remain on -site 771 75-A-2L REPTIDE Li C IM AC. ZONED - 132 t B3 USE - DENTIST OFFICE i N, \ TM 75-A-2E MtC PRO5PERlTY LLC 239 AC. DB 041 I'll 1i USE - UNIMFRoll ZONED - 432 ILI �'( -� EX. SMH u DT 4"T.B� �� �. FH '+�s533 >3 — -RT 4" `� ttJw w A' 6.�ZSECTIO R ��Ar H 14" W 3 _ \ - DT� \ 51AN. C(Wtz UP 6? - Y� \ l 1 w \)�J L('Gt,, I CAL o \ 4 W u EX15TINCs o" OFFICE BUILDINCs Q \\ f�=i4b2m w X N I �iF 1 rLIMIT9\OF� CLEARING 1 GiRADINi z 1 r^✓ I o i i r�x I I YFF. I I ig r 1 J I EX. DI a (` 0 _ l ❑ / was 1 ®WELL OT 2✓/ " _ — '- -- --- — — ✓ •, --. ELEC. SIcV O[H WIRES \ f TM 75-A-2 / U \ , NORTON INVE57MENT5, LLC LOCATED ON OR USE NURSERY l \ �ST�r_TIO�;�NT5 NCE TO RE FIELD I / \ BETIl ADJACENT PROPERTY. ACTUAL LOCATION WILL BE ZONED - 82 — — — INSPECTED AND APPROVED BY FREDERICIC C014TY PUBLirrr' WORKS DEPARTMENT EROSION 4 SEDiMENT CONTROL FLAN SCALE: III = 3m' OF FED. ER0510N/5EDIMENT CONTROL LEGEND _ NO. KEY 5YM50L DE5CRiPTION 3.05 5F XSiLT FENCE LIMITS OF CLEARING 4 GRAIDING 00 � o W W z Z Wo to 000 co ;~ a (1) cli' M ' CCD CO U Rom Z 4A ~ � 1 I- WQ) x to 0 r U t\ c w 00 /IIIIII7N cW U] H Q 0 TUNG NIKI - RIKUSUMA9 No. 026715 41- k�OIVA L _ F_ Q W /U � E_ �U Q O Z O E ~ W Q U. W LL all, LL O w Q O W O � J � W � � WE DATE:SEPTEMBER 2004 SCALE: 1"= 30' DESIGNED BY: JNT 30 15 0 30 60 FILE NO. 3937 SCALE: P = 30' SHEET 3 OF 5 m f t1 1 I F- z Q O O 0 N M N 3 0 a rn M , _o v7 c m a c 0 Q OD Z cc O ny 75-A-2D RT4T PAR7NE'RSH/P W U65 - UVIMPROVED u X X ZONED - 82 : X w Z 77y 75-A-2L I REPT/DE LLC 9 �� �"""'��.. 1P10 AO z ZONED - 02 4 03 w USE - DENTIST OFFICE 771 75-A-2E M4C PROSPERITY LLC I C\2 W o 0 oft-miAB 2-30 AC � CO B4l p s 1344 '■ ' Sys, , -►•.. USE -UNIMPROVED Q 0 ZONED - 82 - m o _-_ ----__aft-wom"-... ZTit cu --.._ W C LO an 9 -4 a 9 d,1 � ID —s .x EX. 5MH "ft„� °' ---- ? — -- EP '+ CcMKf� N N 9, - -_ tY "'� --- cl� Ex. g,.0 W EX. 5MH a w cn —_ EP 6 1129� 1zr 2.5 M, wv - -- _ DT 4" -- - --pT 4" T.B. - ------ -- - -- _ I FH �"� S :�;5339" E 541 D i Q DT 4" I 48 Wv a - _ PAf��IyC�BACK -_IICv .,.,,,.. �►►� c� -- ------------� W` I� �/ SIGN _._:.``_--_---- ! . B � Pvc _ _-.... . o (� l� SCR l2 ,�M Uj'�iH © DT 4" -_____ ID -- SDR `r. ___ '''-- - -- DT 4" W i' 51AM.CO�iN�I____ I -o A o ----- _ T 6 ,t - ' �, i �';' l q w 3 `� t`' o z�� W _ - =8 qoQz-11 I4 l W wv, z I a; Q 5� %�� 4 I s _ U G Q �T 6" OI vr GL U z p � �� [ U �C O EXISTING o oI a o OFFICE 5UILDING 1 Jet tt ><! t0 FF = �146.20 w I TEST PIT Q`� DT 2 yt� T OF 1'I r U - } .� --- - _- . ---�� _ — � �Lcn U �q ---- _ �; ' wI X LLJ O IS" x 315 t -" 4 i a 1w A 1-4 M j ra � m w ,a El; 42 ;j OUND HSS PIPE SLE � u=: 0 W PLASTIC CASING SPA ER r-------------------" �` I '� TUNG -CDRIKUSUl4<[A� No. 026715 ILO /6 -?G i--._.-._ 1 wj � iK tY OER ,�� STRUCTURAL DETo IL 4133' �,Q � � } � VALLEY SEE SHEET 3A PROPOSED N i 62.4' U.l �rn sslo /PCs NAL OFFICE ADDITION - EIG:�' WEIGHT: 35' � ENCASEMENT i I - Zn I � 10.151 i � LOT 14 771 75-A-2J T + -~ `-' `- I I v t`1 " "- - --- _ DT _ --_ T 6 Wv o, 1 Prop,` E H. ° GIV ; P O I STING W/L s R C U L ENGINEER ANp D RI COUNTYA AD41RNITA SHALL BE DESIGNED BYrp I FF. 14820 PPROVED BY - ION AUTHORITY I $ i " � N.C. I REFUGE AREA ( DT 2" ` O rn R PAR7N,ERSHIP ZONEA - 132 IMPROVED `- ` i �` -----__ v ? GL -'r GL 1 }=;� I K. COUNTY TIONS DEPT. I I EX. 5MH � 20 _ '' A B i2 440 , Q i:ter,.: :..:.. .... .................... 18' TYP. - _ _ _ L YF'. - 2 f �IR,4CE 21@' 3 0 "�--- -_s PROPOSED STRIPING FLAG x 1 I poLE . Lp"IiTS OF ARi'30R :::hR MINC�c. R001=:.:::....: , I CDT 2" ..::: 1 0 D _ i g W K- Q `_ Q [-� '-----_ EX. IU3 U H nZ 1Y _ YI H.C. — EM WINDOWS j, AP Ox. LOCATION Il �A U iij q O lu U u q R'E-El +-, U1 '' Icy- _ DT 6" GL GL � „ DT 6 —`� __ -1 - 2 r DT ,G" ` U Gi . tk STAIRWAY RISER 4 TREDS TO 5E AL EXISTING REMOVED AS SHOWN TO ALLOW EX. SAI SEW. LATERAL OFFICE BUILDING SMOOTH TRANSITION FORM FF=148.20 STAIRCASE TO TERRACED AREA. tmss' I CxL EX. MON MENT N I 16i 4 w U) n = `� q it p t' N Z O Q > �--� - �' ,._, E, I � I Q; � 1 I --A DT 6tt - EX. DI EM GM L17j DT 2" DT 2" I n I w � u 0 I I w W � � V LL. 0 � W w Q C, L x z 0 I o � DT 2" EL A 4 . ... ... —...--..._ __._.._�_. .__.�- ELEC. ��,y��� MY1-tYY..� EADL ___ Wi"(H Q EX. RETAININCx WALL ------__-__.__ O/H WIRES FED. 77"1 75-A-2 -- 1.1oRTON INVESTMENTS, LLC -- --- 08 954 M I069 7W AC. USE - NURSERY ZONEA - 82 INSPECTOR NOTES: 1. BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND CONTRACTORS NOTES: PLANNING NOTES: DATE: SEPTEMBER 2004 SECTION 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A 117.1-98 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. NO OUTDOOR STORAGE AREAS PROPOSED, 2. NOTE SECTION 705 IBC FOR FIRE WALL REQUIREMENTS BETWEEN USES IF REQUIRED. DEMOLITION OF EXISTING STRUCTURES FOR BUILDING ADDITION SWILL COMPLY WITH THE UNIFORM STATEWIDE BUILDING CODE AND SECTION 110, 111, 112, AND 113 OF THE BOCA VIRGINIA NATIONAL 3. SECTION 3408.E OF IBC (THE ADA 20% RULE) SHALL APPLY TO THE EXISTING ACCESSIBILTY FOR CODE/1996. NO OTHER TRASH RECEPTACLES PROPOSED. SCALE: 1"=20' THE ADDITION. 4. HC PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER THAN 2% ACROSS AREA. DESIGNED BY. JNT PERMIT SHALL BE REQUIRED FOR RAMPS IF INSTALLED WITH SLOPES GREATER THAN 5%. (*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, 5. ALL DOORS HANDLES SHALL BE LEVER TYPE AS PER ADA REQUIREMENTS CONTRACTOR 20 I0 0 20 40 SHALL REFER TO CHAPTER 17 OF BOCA, SPECIAL INSPECTIONS SHALL APPLY WHERE REQUIRED. ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT APPLICATION. FILE NO. 3937 6. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL COMPLY WITH SPECIAL INSPECTIONS SHEET 4 OF 5 ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS. CONCCRETE, ETC.) SCALE: P = 20' i Z vy moo, o CDT i r- 6'-0" VERIFY STEP FTG. STEP FTG. N M I I V I N M M N M M N M N N N N M N r #5 BARS PER N SECTION 3/S1 N N M a SPACERS. -I PER SITE° A DRAWING, (OT PIPE PER SITE DWGS. 3" CLR. E7tw� 6" PIPE CAST G ROUND CASING HSS 18x.375 7-11 5'-0" JROUND HSS 18x.375 SLEEVE SHALL NOT PROJECT INTO i FOOTING DEPTH I N N l WIDTH TO MATCH ° 8MIN. FOOTING WIDTH " a � CLR. 8 (4)-#5 MIN. PIPE SLEEVE Its FOOTING 3T4 = - (74 . 42' cV � CD W* FINISHED GRADE 3'-0" MIN.. 12" 29.046,1 E;x«= STRUCTURAL _- CONCEPTS, INC. 132 lest Piccadilly St. Winchester, Va. 22601 (540) 667-6174 47'- 4" WF* 740.42' F.F.E = 748.20' 10'-0" MAX. „ 10 -0 TYP. MAX. TYP. CONTROL OINTS CV TYPIC L DETAIL IPER ON DRAWING S1 CD �i- cD WF* I' 29.046.1 740.42') STRUCTURAL CONCEPTS, INC. 32 Wnt PlccadNlyy St, cheater a 22601 667 174 O 740, 42' IE O CONTRACTOR CONSTRUCTION & INSTALLATION NOTES: 1. ALL WORK PERFORMED WITHIN THE 20' WATERLINE EASEMENT SHALL BE IN ACCORDANCE WITH THE FREDERICK COUNTY SANITATION AUTHORITY STANDARDS AND SPECIFICATIONS HANDBOOK REVISED AUGUST 2004. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION AND INSTALLATION OF THE PIPE SLEEVE IN FOOTING PER STRUCTURAL DETAIL DESIGNED BY STRUCTURAL CONCEPTS, INC. ANY DEVIATION FROM THE SITE PLAN MUST BE APPROVED BY THE FREDERICK COUNTY SANITATION AUTHORITY & STRUCTURAL CONCEPTS, INC. 3. CONTRACTOR SHALL PERFORM FIELD TEST PITS AT LOCATIONS SHOWN ON SITE PLAN FOR ACTUAL HORIZONTAL & VERTICAL LOCATION OF THE 6" FIRE SUPPRESSION LINE AND THE 2" SERVICE LINE. CONTRACTOR SHALL NOTIFY OWNER & FCSA PRIOR TO ACTUAL WORK PERFORMED. 4. CUT PVC PIPE TO ALLOW PLACEMENT OF PIPE SLEEVE, THEN JOIN WITH MEGA -COUPLING 3800 SERIES, RESTRAINED COUPLING PER DETAIL OR FCSA APPROVED EQUAL. 5. FINAL INSPECTION & APPROVAL LETTER WILL BE PERFORMED BY THE FREDERICK COUNTY SANITATION AUTHORITY, PRIOR TO BACKFILL OF PIPE SLEEVE FOOTING AREA. Your Connection to the Future MEGA -COUPLING SERIES 3800 Restrained Coupling The 3800 is a restrained coupling for use in the joining of two plain end pipes of the same or dissimilar materials. This device provides axial 1 c restraint to the rated pressures listed below, with a minimum factor of safety of 2:1. The 3800 is an economical alternative to the harnessing of unrestrained repair type couplings. For Use on: • Ductile Iron • Steel J a PVC Pipe (AWWA C900 and ASTM 2241) a t s Features: ' Fusion Bonded Epoxy on Body t?°• _ a ._ n • MEGA -BOND" Restraint Coating x „ Y System MEGA-COUPIJNG (3806) on 6 inch pipe. • Corrosion Resistance, low alloy, high strength bolts and nuts per ANSI/AWWA C111/A21.11 Pressure Ratings Table „ 65-45-12 Ductile Iron Im M. construction 1 4 3804 28 250 250 200 150 100 200 160 Meets or exceeds the applicable 6 3806 36 250 M 200 ISO 100 200 160 requirements of : 8 3808 54 250 250 200 150 too 200 160 AWWA C219 t0 3810 13 29 250 200 150 100 200 160 ASTM A536 12 3812 81 250 250 200 150 f00 200 160 ANSI/AWWA C111/A21.11 • ASTM D2000 I , Sample Specificadon Joint Restraint to pierent anal separation shall be incoriaated into the For use on water or wastewater pipelines subject to hydrostatic, design of the slemorcapfingusedtoconnedtwo pipe plain ends. pressure and tested in accordance with either AWWA C600 or Theiestraintmechanism shall consBtofapluralitfof ndiffil ly ASTM D2774. actuated gdppingwrfacestomalim¢ereslaintcapability. Torque Packaged Items (gaskets not shown) luntingtwistoffnu, beused tousureproper adualingolthe iestraintdevces The restraint dedcesshall becoated using MEGA- ■ BOND"', for complete specifications onMEGABONDvisit wwmebaacomCs: etrain components shall beofaminimum of66 4512 ductile iron meetingthe requirements of ASTM A536 of the latest rerisionand shell betested firaccordance with said standard. The restrained Jo nmg sNem shall meet the applicable requirements d A1114A C219, N "I/AWWA CiWli2111, and ASTM D2000. The festraimd joinings�am shall NEW lion series 3800 or approved ajar equal Th�HVdn':s�4.. fop, 2004@E8A44m,VK 090151) ThegrippingwedgewrksalongtnesameTorque W�c.�s Limitingnciples as EBAA Iron, Series 1100 Megalug® Twist -Off Nuts and Series 2000PV Megalug® gripping wedges. The Twist -Off Nuts. which `+ once set to the proper torque by the Twist-0ff were Oesignetl antl Nuts the wedge then evenry'grips'the pipe developed by the engineers preventing axial himememt. The•griW strength ofEBAA Iron, Inc.. are specifically made to RwistofP grows as the thrust grows allowing for a truly at the correct ft: Ibs of torque. This allows for proper dynamic restraint. installation and eliminates the need for expensive torque wrenches, which can become cumbersome in field application. Accommodation for ASTM 2241 PVC and steel pipes are made by simply unscrewing of the wedge actuating screws, removing the spacer, and then replacing the wedge actuating screws. Ductile Iron PVC ♦ PinPS m Pipes n Coating of Sleeve and Restraints the Sleeve 6 coated with a fusion bonded epoxy to give long term corrosion protection. The coaling is applied to a minimum of 15 mlls and is Holiday tested with a 1500 V spark test in accordance to ANSI/AWWA C213. The Restraints are coated with EBAA-s MEGA -BOND'" Restraint coaling system. This incorporates a polyester based powder coat on restraints and a flouropolymer coating on all wedges and related parts. Steel D7 nnc 61 i' Yo_.ur Co.wn ion to the Fug m. rJ �www.ebaa.com Spacer Instructions Ductile Iron Pipe & C900 PVC Pipe Steel and ASTM 2241 PVC Pipe (IPS O.D.) For installation on Steel pipe and Ductile Iron Pipe •'F0 _Leave ASTM 2241 xl _ Remove and C900 PVC Pipe, Spacer sized pipe, remove Spacer use as received and i spacers and replace install per 'aa instructions. s screws. Install per ML instructions. Installation Instructions 1.Identify the pipe. The spacers 2.Place the end rings on the pipes 3. Center the sleeve body over the under the actuating screws must with the lip extensions toward the ends of the pipes while be removed for use on steel and pipe ends. Lubricate and install maintaining a 1/2" to 1" gap ASTM 2241 PVC pipe. The the proper gaskets on the pipe between the pipe ends. Slide the spacers must remain in place for ends with the tapers toward the gaskets and end rings toward the use on ductile iron and C900 PVC pipe ends, sleeve body. pipe. (see Spacer Instructions (SMJ gaskets must be used with above) ductile iron and C900 PVC pipe. Clean and inspect the pipe ends. Transition gaskets must be used Beveling of the ends is not with steel and ASTM 2241 pipe). necessary. Mrm> or_ 4.Install the threaded rods and hand tighten the nuts on each end. Gradually tighten the nuts in an alternating manner to 60-75 ft. lbs. while maintaining the same distance between the rings and the ends of the body at all points around the rings. 5. Hand tighten the actuating screws until all wedges are touching the pipes. Continue tightening the screws in an alternating manner until the torque limiting heads twist off. The screws may bottom out during this step. Series 3800 Submittal Reference Drawing EBAA IRON Sales, Inc. P.O. Box 857, Eastland, TX 76448 Tel: (254) 629.1731 Fax: (254) 629.8931 (800) 433.1716Albin US and Canada ebaa@easUand,net www,ebaa.com Restraining Torque Limiting Twist Off Nuts End Ring Spacer' \ Standardized Mechanical Transition Gasket a a E Joint Gasket d B A _ _ A 1 n R 0 Ductile Iron Steel U S N C900 PVC ASTM 2241 PVC A Al A2 * ONLY remove spacer if installing on ASTM 2241 PVC or Steel pipe. 1 4 3804 4.80 4.50 13.0 9.5 2.5/8x14 7.5 5° 6 3806 6,90 6.63 13.0 12.1 4 5/8z14 7,5 50 8 3808 9.05 8.63 13.0 13.6 4 5/8 x 14 7.5 5° 10 3810 11.10 10.75 13,0 16.0 6. 5/8 It14 7.5 5° 12 3812 13,20 12.75 13.0 18.1 6.5/804 7.5 50, Series 3800 Submittal Reference Drawing 13 Thrust Rod (D) F. II 11�� III I e M 0 0 o a d B e A A i n 1 I I ITIF IIII II C R AA I 0 N THE SHEET FOR PIPE SLEEVE FOOTING ONLY!! cc O LV W Z W a o to 00 Qr m CO co LO �C\2 x U-) C\2 W0 Ln E- 4, A 0 0 W� E Q � � C C6 W H O Q > 0 E, H 0 W ID < < H U. LL LL w O rW Q W N w A1. -I U w T� DATR SEPTEMBER 20041 SCALE: AS SHOWN DESIGNED BY: OTHERS JOB NO. 3937 SHEET 4A OF 5 2 cy_ v LL, G' ya u- N v * Qk I �- it r tfi � p %C aj I 61 E F m 52 Ex, EIS STRIPING Ex. EP 112g) 60 .� Ir --,�T 411 - r I 11\ \ T 4 Y� . t \ U N x a U ' L O� 1� _ 75 - -2C I EL TE,5T PIT DT 2 < x LLJ � 1 IAL iJ- 1'�-- \ TAIL ; 4 � I I I I I 1 ri 4 W------------ D T (o ------ --- - Prop F.H. I` ° PROPOSED i 1 ` � Ci3 �� r t ��I ' [DT 6 6 GV i OFFICE ADDITION _ �2.� - MENT 0a. ;I T Ir102 O.O S. F.I}� '� v 20 0-1 REFUGP AREA . . . . . . . . _ r 10 --_ 44 :. ,(0 ------------ 1a5.�: 'i TE ,- d. £ 2IT .7.E DT (oil 0 L 6 "o P ' VC_...- ._..- SDRI I I TC 3 l.._.._.�_._,_..__.., !sV iC of Li I DT 4 i I' \ '7tt• - _ --r I DT (o \ i A l Qr- --- -� -- ; c;T- IF N0 0 5c�.00 ' \ U35, ----- �2 z 0 U� - LJ 1 0 I I I ct I IDDT 21t 0 LI)T2 i 0I* [DT 2 w { >� -4 I `~ I .:� U� 2.10�0 DT — / T NO )EC //�_Y � T �1�5 �C® �� 6TAIRWX'C RISES 42 - REMOVED AS SHOWN TO ALLOWU' X. SAN. SEW. LATERAL EX. MONUMENT ON MENT � �' ��OOT� T��N5fTION �0�� SIGN T I'C,4S TO TERRACEDAREA. U3 1> 108.2' (� e° L THIS VIEW FOR PARKING AREA ONLY THIS VIEW FOR OFFICE ADDITION AREA ONLY co Z I o Lu W Z is Z Wcv o 0 w 00 Q1 co 0 Z� C, x toc\j W o 0 .--I LO �� -. . w L rr � F�•1 A rn h (u Q ;5 to wco 0 CN O H w F--1 _ < OF I'I ]> 0r r- ( < r U TUNG vNIICf SUMA� j m No. 026715 D — I I lq,241 I , ZONAL W rm mI E0 —i m 0 � W cn Q > Z U ^ t o E F= w �D LL ' O 1 LL w q c ► ° w Q ��- W Alt Z3 INSPECTOR NOTES: 1. BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND CONTRACTORS NOTES: SECTION 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS CABO A 117.1-98 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. DATE: SEPTEMBER 2004 2. NOTE SECTION 705 IBC FOR FIRE WALL REQUIREMENTS BETWEEN USES IF REQUIRED. DEMOLITION OF EXISTING STRUCTURES FOR BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 110, 111, 112, AND 113 OF THE BOCA NATIONAL 3. SECTION 3408.6 OF IBC (THE ADA 20% RULE) SHALL APPLY TO THE EXISTING ACCESSIBILTY FOR CODE/1996. SCALE: 1"=10' THE ADDITION. 4. HC PARKING SPACES AND UNLOADING SHALL NOT SLOPE GREATER THAN 2% ACROSS AREA. PERMIT SHALL BE REQUIRED FOR RAMPS IF INSTALLED WITH SLOPES GREATER THAN 5%. DESIGNED BY: JNT 5. ALL DOORS HANDLES SHALL BE LEVER TYPE AS PER ADA REQUIREMENTS CONTRACTOR (*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, 10 0 10 20 SHALL REFER TO CHAPTER 17 OF BOCA, SPECIAL INSPECTIONS SHALL APPLY WHERE REQUIRED. ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT FILE NO. 3937 6. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL COMPLY WITH SPECIAL INSPECTIONS APPLICATION. - SCALE: -SCALE:P = lm ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS. CONCCRETE, ETC.) SHEET 5 OF 5