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HomeMy WebLinkAbout19-05 Valley Farm Credit - West Office Addition - Back Creek - Backfile (2)Z Q �n 77 L0 0 0 N U) N 0 E m 1L e M rn m 0 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. siltation, including detention ponds serving as silt basins during 2. Measures to control erosion and silta i g p g g 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 (VDOTVDOT and Frederick Count prior to construction in existing State right ) y p g g Y• 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 g of Transportation with the Developer, County Representatives, and Representatives of the Virginia Department 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 this joint inspection. Refer to P P g g P Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 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). VD0T 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 p y p g g 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 working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in 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 j Y P / P Y P sole responsibility onsibilit of the develo er to locate and identify utility facilities or items that may be in conflict P Y P Y Y Y 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 g g g Y Y I 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 b the local VDOT Residency Office, a re -construction conference shall be arranged and held q Y Y P g LEGEND EXISTING INTERMEDIATE CONTOUR - - - - _ - 33- _ _ - EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 40 EX E/Pr. EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT PROP E/P EX C&G EXISTING CURB AND GUTTER PROP C&Gl? PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R r 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 VICINITY MAP SCALE: 1" = 2000' W W 0 to CD CO � d• � o o � o •� °° an cD G y C\J co Z x ■ ■ c; z` �ii °� a� 'ti � an o Q � E" II ;,, ._�. , ; ! ±. ;' ,��,' 0 •. j �/ 1 �S 1) ` ; l ) 1 � '` . Z �', ', f. ail' jh �; /...; . ;,� ;" ! ,, v. p ,� \> ''" ~ ` �'�` 4 � - ; • \� -_- �__ - ` ;: ~` i �`` - `� ° �' Jl "� \� J ip O , 1 , ' '� ` s ` } �• ``-.= _�;" i� :O` I` • � (; `�"s=''-.= a : •. . •,/, '-•: , " -'''� ,., ,%% ? `'�% ; ,' j �\ {rytt+Arv`,o -' ��""� 1,�ss11 , , .."� N : _` \: ! y 7. \ (` ; ., -; ; , . ,! + : jj rfy �, 1` ` ; ;' '/ j ,g- SITE' ,. 1 ` �' 'r '`O i ^ " �,t� ` r ....;.: �,; , ✓. ,`, ; - - r ,, 1, `P 1 �'' "- •. ,; - , ;'-! - act ,.. c',, �,!' ; >, ! r _ j / <:•: \_s" _'� - } �i, �; //� 1 t! r _ j l �_ s,. �. ; lip /D , 4 ' :�`� \� J' ff--\\'"'� , _ _�'\`\ �.�,�,_.\ ! `,' , -- �' - J - `' --'� ��� � , 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 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. 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. EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE P T EXISTING GAS LINE s PROPOSED GAS LINE 0 G- - -- PROPERTY LINE - - FLOW LINE -- - -- - -► - FENCELINE XXXXXXXXXX EXISTING POWER POLE SHEET INDEX m W m aoi 0, :Jon o co w w COVER SHEET SHEET 1 OF 4 LANDSCAPING RELOCATION & STRIPING PLAN SHEET 2 OF 4 EROSION &SEDIMENT CONTROL SHEET 3 OF 4 SITE PLAN SHEET 4 OF 4 Z 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 sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP 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 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 b the engineer and approved Y q g Y g PP by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE W , T � i T i PROPOSED WATERLINE W/ TEE w w-T-, w EXISTING FIRE HYDRANT EXISTING WATER VALVE W a W PROPOSED WATER METER EXISTING REDUCER W ^ W (*) ALL UTILITIES TO SERVE PROPOSED ADDITION SHALL BE TAPPED OFF EXISTING LINES WITHIN EXISTING BUILDING FREDERICK COUNTY INSPECTIONS DEPARTEMENT NOTES 1. BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-98 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. PLEASE NOTE THE REQUIEMENTS IN THE IBC FOR SPECIAL INISPECTIONS UNDER CHAPTER 17 FOR THIS TYPE STRUCTURE AND TABLE 602 FOR PROPERTY LINE FIRE RATINGS Z 0 W w W a �1 W 5 w a a a W a Q w 5 a 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 utilit verification and the proposed construction. Y P P 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. 16. 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. 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 P g P Y g g P j 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/ )r as specified by VDOT. V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall meet Y Y g Y 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 PROPOSED REDUCER ~ W -o- STOP SIGN HANDICAP RAMP (CG-12) �- DENOTES LOCATION OF STD VDOT CG-12 AND/ON JURISDICTIONAL STANDARD P CONSTRUCTIO PARKING INDICATOR IZ INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE 2. ALL REQUIRED ENGESS DOORS SHALL BE ACCESSIBLE AND 50% OF THE ENTRANCES. W Q o _, o O CQ ►o 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 H OF U TUNG NIKI ADHIKUSUMA� "d No. 026715 CIA 4mr �s G~ S'I ANAL PROJECT INFORMA TION SITE LOCATION : FREDERICK COUNTY, VIRGINIA EX STREET ADDRESS PROSPERITY DRIVE PARCEL IDENTIFICATION NO. 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-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 : 0.31 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 notifyoperators who maintain underground utility lines in the area of proposed excavating P g Y P P g 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. 24. All utilities will be underground and that lighting shall be shielded to prevent glare on adjoining properties g g g P g � g P P and road right-of-ways. 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 P P Y. P g 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 laced in accordance with Section 315 of the VDOT Road and Bride P P P g 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 i e culverts thirt six 36 inches and Iar larger pipe Y ( ) g 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. 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 laps 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 STREET NAME SIGN + PROPOSED SANITARY LATERAL CLEANOUT 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 CURRENT USE COMMERCIAL PROPOSED ZONING B -2 PROPOSED USE OFFICE ADDITION SIGNS: NONE REQUIRED: PROPOSED: BUILDING SETBACKS: FRONT PRIMARY: 50' FRONT PRIMARY: 190.0' FRONT SECONDARY: 35' FRONT SECONDARY: 188.5' SIDE: 0' SIDE: 0' REAR: 0' REAR: 0' PARKING SETBACK: REQUIRED: 5' PROPOSED: 5' BUILDING HEIGHT 60 or less _ ® U U W Q4 �, Z U 0 o Q - - w 0 '-' Z W Q � W N O V U _ U_ (J IUL W U 0 'J 1- � >0- (n W W Q (.� W W J O J U � (� FCSA CONSTRUCTION No 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. Y P B. 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 ro er working order. p y proper g USE PARKING CALCULATIONS FOR PROPOSED ADDITION OFFICE=8,971 S.F. EX. BLDG.=13,828 S.F. REQUIRED PROVIDED 1 / 250 OFFICE S.F. PROP. OFFICE.=8,971 S.F. 22,799/250= 92 SPACES 110 (INCLUDES 5 H.C.) BSMT. STORAGE=2367 S.F. BSMT. STOAGE=2367 S.F. (NOT INCLUDED IN CALCULATION) TOTAL BLDG.=25,166 S.F. 0 INNERS CERTIFICA TE LOT AREA 3.0 ACRES = 130,680 S.F. F.A.R. CALCULATIONS FLOOR AREA F.A.R. TOTAL BLDG.=25.166 S.F. BUILDING/LOT AREA=0.1926<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. `r �.1 R.�� '� �/o � �� RO ERT N. CARPENTER, PRESIDETNTT-CEO DATE LANDSCAPED AREA CALCULATION SITE AREA REQUIRED PROVIDED 130.680 S.F. B2 15% = 19,602 S.F. 75,145 S.F. OR 57.5% APPR®Y L ' FIRE MARSHALL S NOTE �• /� /-Jv " _- FR DERICK COUNTY ZONING ADMINISTRATOR DATly *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) x�> f .}, �_ `, ...�- -. {�`: , • ,,. L . " Fire lane markings and si na e: g g g 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 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 IG -oC TRIP GENERA TION DATA Project Name: VALLEY VA RM CREDI � 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 1.01 PER 1,000 S.F OF GROSS FLOOR AREA 22,554 S.F. 248 BACK CREEK MAGISTERIAL DISTRICT MAY 02, 2005 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 DATE: MAY 2005 Owner: Address, Including Zip Code & Telephone No. PO BOX 2700 UTILITY CONTACTS SCALE: N/A 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. Developer: VALLEY FARM CREDIT Address, Including Zip Code & Telephone No. PO BOX 2700 WINCHESTER, VA 22604 (540) 662-3473 DESIGNED BY: JNT HANDICAPPED PARKING NOTE FILE NO. 3937 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 SHEET 1 OF 4 DWg# 05-21 �J tc WERCIAL ZONE -- R�— i V ::(s Dt= W 201 r P. , , , 1 1 , �I of I , ujv ,Prop . ;' F.H. 6 cv U i C , 1 , FH r, 1 I 1 / , -X. YI Of =146.35 �11INV=130,5 i I � TM 75-A-2 HORTON INVESTMENTS, LLC DB 954 PG 1069 � 7. 95 AC. USE -NURSERY ZONED - B2 i THIS VIEW FOR LANDSCAPE RELOCATION ONLY SCALE 1 11=10' O :3 TREES TO BE RELOCATED O :3 GROUND LIGHTS TO BE RELOCAED PROPOSEp TREE LOCATION � Pf201=05ED NEW GROUND LIGHT LOCATION jWim FLAGr POLE X. y v �N��5E1�`fENxly EX15TING OFFICE BUILDING _ Z W Lu Z Z Luo > cc � to co --.-s. a' U ccQ co U Cc lO --- -- Z �� �� � Lu Lu x LoC U �o� 0' � z ''0 Vl a w H Q mU) w U O U TUNG N SUMA e No. 026715 Ri 'O SIGNAL Z p E, zWU acr.Z (.�0Q z w v Coo E Q � � C LL o w P- � Q rx ww 3 w w � � U � Q � Q � � LANDSCAPE RELOCATION NOTE. RELOCATION OF EXISTING LANDSCAPE TO 5E PREFORMED 5Y LICENSED LANDSCAPE DATE: MARCH 2O05 ARCHITECT OR LANDSCAPE CONTRACTOR. SCALE: RELOCATION SHALL 5E EITHER HAND DIC-31 =-106 MALL AND 5UFL,4P OR TREE SPADE METHOD. DESIGNED BY: JNT FILE NO. 3937 10 0 10 20 SHEET OF 4 SCALD: I" = ice' Dwg* 05-21 _ - - - _ _ -- - _- ' - _ _ _ _.. _- - --- _ _ _ _ 1 _ _ �,�_ ::�. ........... ... �', P ,Y��.�,.. .. �' `J% �,, c ', �' �`, i<„�1�1 1. 2( /� �� {Y" ` r`r �.� � � F«...�ey �� � �.� �.. CONSTRUCTION OF A SILT FENCE \ \ i "' ' (WITH WIRE' SUPPORT)IiN �" � '-..�-_- _`— T 4�' -- � -°=- e \�--- � 1 oC 1. SET POSTS AND EXCAVATE A 4 X4" 2. STAPLE WIRE FENCING TO THE POSTS. \ ` -�` �� - \ l DT 411`--____Ql" � �,, FH` '1'•- - 5- 44'S3 TRENCH UPSLOPE ALONG THE LINE S°-- I I ""�^ - - OF POSTS. \ i , __ _ ___ T B. - -�- -- --- _.Q ram, ., - 4 r ,1R �u t� - Z - / ' \ ^ ^ -•_.. `! ir v �_1- W --� "_`_NJr _$ETBAC '`+� `"..�.. lUl/ �3 UJ -T.B. ®j-6/ _, a _' CD IDT LIJN GO 51AM. CO( INz c5n1`�_z - is \ t CV W i •s� �+ j 1 G 1Fi3 1' �! f' z(nF- W' I- �I I �Bp� \ , I ` 5 TW . i �! J W E`wC� —11 U� tY ' '� �/S(� �ji U .� CQ CO U q�CD o DT 6 �� W �. F � FLO III III � T l w� Z c, °- ' a "' �° � GL QiQ rl �j EXISTINGr o1 > o I ,\2 d \ I QU I v p OFFICE BUILDING N �° " >x \ �� CIV ' l w i i o o ,� _ X; CL N I Z x- IJ CQ t' 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE r N U FF-148.20 W \ FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. ' t' ^" U O I Q LJ X3�0 DT Z W \ a LOT 3 2G rp � i X._._-_•-- - _._,._�%_ -- - 1�� � � � � a \ VALLEY FA ... ROff r �? Q t I 6, 3.0 AC. C MMERCIAL f zQ ? OFFICE ADDITION �r �C _ f Jill , ZONE - r' �� -f-� 6 D.I.P. HEIGHT: 35' cc)) ENCA5EMENT I I �D. p{T 2 i i t,ri.Y. I. F1 WY.F. 14820 -8.5 - � DT 2° FLG--__.__�_-_p= rOP•; F.t-t. I ��FLIG At`EA 11 T 6„ CV i& GL r W rn (II I^ 1 4 Z _ EX, aMH 1 j jj/ t� 3t l..t x� i TOP - 0 EXTENSION Of FABRIC AND WIRE INTO THE TRENCH. l FN r! t:? i (0 I p VC 8 " VC . . FILTER FABRIC l r IS' TYF'. 13f8.rr'F;,,'.':'.:.:.:i i :'• : ; :' `' i •r C •' wIRE �� � I FLAGS ' ED T i P0 z 12 IK !_ D- a f 1 I a 6 ; 5 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIASE. 3A5-1 � ' � � �. i7 LIMITB"z9F-EL INCx 4 GRADING "' : 3 .5� 'k. Y{ /\. :: •.j} 0 E7 �'- ri &avood h iyenL j �j �fY3 im p sy n I V 1' ..t : / _ %2 i.:: : i::.:%:;'::=:i:':a :::' `: `I� / -p U) _ I t >+C1--1.lWa 5_` 21 j GRA VEL AND WIRE MESH \ ` G-2 �L= . ---__ {3.. . �� �� � �, �� /_ II � tiz: �-----'-' � 42 0 �: . )� AP I�OX. CATION DROP INLET SEDIMENT 4 46 �PJ �L q '� ® EXISTING EX. SAN. SEW, LATE-AAL CALF N 5<,� :�: " , 1' C _ y�.,, ,: ` OFFICE BUILDING EX. MO N �(ENTIM FILTER , \ fill41 46 ` �4',�,r�� �/ Ai6 j. - y ® Fr =14820 5 cry � s; J `?> 4b- P � j� . 1- } M 41 � 14.0' _ _ 4o w' 4 0 6 I + 6(IJ N 41 Tc !@h 4,LO 4P -rr !il 41 46 G 41 E DT 2" ^� u I 18" MIN. * r , l =�\C ��� \\ 46 46 GM £3 DT 2 L r - Q GRAVEL (12"MIN. DEPTH) RUNOFF WATER WITH SEDIMENT i \ 1 X 4S� x45� _ DMZ Ij.I / T 0 \ 45 `\ I" WELL I IMF. r� MAIN=Y917 r - -- LAT. 1 ' .=129.95 O r' — s... ,A, �15� �_ _ ---G/o HEAD U — P. ® N SU -- II A S �d� 4" SHIN. 5EW. � 1 V G N / Qi�i ,, •� ELEC -s,42:� - j� �mr 4 _ ( ' Pk"KINCs SETBACK �J" -- — -� ` 4" SAN. SEW. LA . 11P UP No. 026715 (III _x �— ^Y s�3 P SEDIMENT WIRE MESH EX. RETAiNING; lU 4LL �\ x -:�' \ \ \ I % O/I; WIR1w5 �'s 0x Cs~ FILTERED \ � s WATER \ t \ ��.. , \ �\\,. / S \ \\�\ ZONAL R,� ����,��� E=�EMPORYCxi l lhi'Mka &Z0WFQ©MMWCA0Wra`WlGdmiY7WdlFB - 75-A-2 CONSTRUGTIOi��NTRANGE TO BE FIELD LOCATED ON OR s \ I ! HORTOrV INVESTMENTS, LLC I ` ` — ` ` BETWEEN ADJACENT PROPERTY. ACTUAL LOCATION WILL BE I 10S, INSPECTED AND APPROVED BY FREDERIC< COUNTY PU5LIC� SPECIFIC APPLICATION DB 954 PG WORKS DEPARTMENT 7.95 AC. USE -NURSERY THIS METHOD OF INLET PROTECTION IS APPLICA BLE ZONED - B2 WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, J BUT NOT WHERE PONDING AROUND THE STRUCTURE / I MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. —� p E-1 * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. ER05ION SEID iMENT CONTROL PLAN o � SOURCE: VA. DSWC PLATE. 3.07-2 Valley Farm Credit Building Addition [—•-I E45 NARRATIVE SCALE: 1"=30' 124 oH EIR0510N/5ED iI" PENT CONTROL LEGEND 0 � Q Pescri tp ion: The proposed project consists of approximately 031 acres to be disturbed for O GRAVEL CURB INLET SEDIMENT a building addition off the west portion on the existing building . NO. KEY SY1�f801_. DESCRIPTION G •� FIL TER pate of construction: Construction will begin following plan approval and will take in approximately one (1) year to complete. 3.05 SF X X —X SiLT FENCE E a w O ----`- Existing site conditions: The area in which will be disturbed is a partlal graea yard and � ��ON�I L LAND I BTU � � w c W F4 0 `-- parking area with some landscaping which will need to be relocated. LIMITS OF CLEARING 4 GRADING W V QU. ~ Adjacent areas: This project is bounded to the East by Valley Pike Route II and f°roserty M Q U. � Drive, the the North by a vacant lot which will serve a parking area and to the south, NAME: w O H southwest by Hortons Nursery. CE R I I1- I CAT I oN #: 3 01 IP U1 i _--------' STORM DRAIN INLET PROTECTION � 124 Soils information: NA w DATE: � }- w w Q -�f ^ Critical areas: There are no critical areas on this site. 3 w pq W � Erosion and sediment control measures. Control of erosion and sedimentation for this site LAND I r shall be achleved by Installing the following. THE RE5PON5i6LE LAND D15TURE3ER - �I. Relocate parking lot drainage structure 15 THE PARTY RESPON515LE FOR CARRYING iNC OUT THE LAND {�JI�I�I�I�I�IN� RUNOFF WATER w 2. Provide Inlet protection as shown 0 J GRAVEL FILTER y 2. Install Reinforced silt fence as shown MM 12" WIRE MESH NOTE: All Construction traffic to remain on -site ACTIVITYA5 5ET FORTH IN THE PLANS. 7 W FILTERED WATER �' 4• It a SEDIMENT CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE, SOURCE: VA. DSWC PLATE 3.07-6 DATE: MARCH 2O05 SCALE: 1"= 30' DESIGNED BY: JNT FILE NO. 3937 30 15 0 30 60 SHEET 3 OF 4 SCALE. I" = 30' D Wg # 0 5 — 21 I I oil CO/,L7 11A.^Aff T`rFIGAL RETAINING WALL [DETAIL N.T.5 4;\ \LOTl RT&T PARTNERSHIP ZONED'\ B, UNIMPRf-a Z> - It finished grade VALM Inc Fig. No. 71 BOB with lid marked vnv "SEWER' bottom section - of box i CIG SDR 35 gasketed bell wye sanitary (see note) Ex. DETAINING WALL sewer main SDR 21 TA1 75-A-2E M&C PROSPERITY LLC 238 AC. DB 841 PG 1344 USE - UNIMPROVED ZONED 82 EX 611H lgl EF ------------ > Le ------- EX. 5MH - - - — ------------------------------ - TOP = 7,3a. o2 8" PVC iNV IN = 729.,57 Ez 3 8 P VC IN V IN = 729. J 6 Z `r \ \ ' `---- _ 8 PVC INV OUT 72-9.28 (R7. /7r E)RIVP 25 . . . . . . . . ...... EX. 4" CPP 1\50 X V— tv ---., T 411 DT 4" FH --T -44 5�3 T.B. D411 ""al.-9--541 #8 1 -w loom" ---------- -S�T 1 — V TBACK 3r UTI UHH 6 "0 PVC --------------- UT DT 4" WNW E DI a ILLI '—I �),r 411 .4 SIAM. CqqN-4 N L11 �;LLJ 0 LLJV) - crl. <1 V 1-- p F- I �— 1 ---- - 1(- 10 1. 'A ly C '-p C C U) LIJV) Z 0- U EXISTING 0 01 > C (oil U N >< a- U0 OFFICE BUILDING I C 0-0 >�: 1o'4 FF;: 140,20 UJI DT 2" "0 :R5 43350 43' LOT 16 -2G (-V N VALLEY FA- 41.33' 00 �RM� r J 0 AC. --USE-7-qNMERCIAL Q 1,44 OFFICE ADDITION HEIC--HT; 35' ENCASE ��T, 4SA 6202 5. F. DF 211 fill F.F. 148.20 DT 2' WV DT 9?' P 11 1 --� I r�,) rop. F H (1,, 0 apA (F - AREA GL T ro' 6" GV 1& 8 0 51 1 Till G L iEx 0-o 12 FH e ITM 20, A 4-z vckq'�l 728.68 44. P� VC, I JUT �1 T X HC RAMP M OMESTICWAT EXISIM BUILDING. FLAG X. Y1 POLE DT 2 4'- Il IGH W DT 211 Ull KF 15"INv —D0-NOT-EN SI Ir/T-INVil (0 GN LUNCH Ill n --J rS TERRACE Ill � Hit ;Ilh GL ROE;04,�31;l - X 511 OX Q IV 1-464 11 1 C� — 6 La ING LOT alt DT (o" CG-6 I I CG-12 40M. e -0 4 A2 G L SITION 45 or 42 tS - B pi c-) cast iron cleanout cap with brass plug must be8"from the top ofthe screw type adjustable box square concrete skid pad ".— 20"x 20"A 6" deep cast t iron cleanout cap with brass plug having a countersunk square head Pal Model PA4SV-CSK (4') SDR 21 - cleanout pipe brick base SDR 35 spigot by SDR21 gasketed `bell adapter SDR 35 gasketed bell 45* bend `*— 6" stone bedding NOTE: If top of sewer main is greater than 15'deep, then wye and bond to be heavy wail SDR35. SEE ARCMT4 TYP. RETAINING WALL. — SEE DETAIL. THIS SHEET DESIGN 4 PERMIT-BY-0 INSPECTOR NOTES: 1. BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND 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. 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 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%. 5. ALL DOORS HANDLES SHALL BE LEVER TYPE AS PER ADA REQUIREMENTS CONTRACTOR SHALL REFER TO CHAPTER 17 OF BOCA, SPECIAL INSPECTIONS SHALL APPLY WHERE REQUIRED. 6. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL COMPLY WITH SPECIAL INSPECTIONS ,ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS. CONCCRETE, ETC.) SEWER CLEANOUT Figure 16 TYP RETAINING WALL SEE DETAIL T141S SHEET DESIGN 4 PERMIT BY 01 2 Batc 1 r ' � )z TYR RETAINIWz WALL EE—DETAIL TAIIS SHI DESIGN 4 PERIIIT BYEEOTHERS ONE WAY SIGN LCONTINUE DT 311 sf- CONTRACTORS NOTES: C3 r- A I U I I INL-4 z;AI-q. z2r-w- I.- l %AJ W- -0 -01 l --. 114i Z) - CONNECT TO EX 4l LAT. OFFICE 5UILDING M 0-- 'Ilk C� 46Ep Ex- MONILI'IENT�' M 46 FF 145.20 4 Q U3 CQ1Q 46 L EP 0 X 41 A LAJ 41' -Mr �, zl� `� (7C _lAk 4 VED/ Ill - 4ll FOR 11 BE UT I-IZED FOR RELOCATION EX. '41— • P- EX.DS EXDS [DT 211 DT 2" laer GM 46 ca PROPOSED ADDITION let 4 2nd FLOOR-8,911 SF X 5SMT. STORAGE - 2361 FIRST FLOOR F.F.-14620. r >; 12 X45D� SECOND FLOOR FRO 4f BASEMENT FLOOR FF 031S,200 Ir 0 XDS 45 1 -, C, 1:1 !2- " L---j —2 024' < > -17 A-V — — --- I.. -, leiI T- d) WELL 4" SAN, SEW LATur 4" SAN. SEW. LAT. ELEC. Ym.n EAD A I. C/O ING 5ET5ACK its P LIP .. ..... X O/H WIRE6 to, TEMPORARY GRADING ESMT. TM 75-A-2 HORTON INVESTMENTS, LLC DB 954 PG 1069 7.95 AC. USE - NURSERY ZONED - B2 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 CODE/1996. PROPOSED BUILDING HEIGHl 35'-7 1/4" PLANNING NOTES: NO OUTDOOR STORAGE AREAS PROPOSED, NO OTHER TRASH RECEPTACLES PROPOSED. PED. a z LU z z UA C\2 0 lZ0 C\2 to 00 1-1 >11111111 C\2 It CC lu 1 62 co 0 C) ta CO co CU in - z M C\2 to C\2 LU Ru Liz: 0 LD 0 nn LO -4 p E- Q, W W Q) 0 v :>, r, Q) .­i > CU C� z z Z U1 0 > U) CD C\1 IS SUMAC No. 026715 W 0A -5/-31 or ZONAL -' W Z 0 E H > ga Cr. LU E-, F4 LL U. IUL 0 <� CO UJ I I DATE: MAY 2005 20 10 0 20 40 SCALE: C=20' 5CALE. P = 20' DESIGNED BY: JNT FILE NO. 3937 SHEET 4 OF 4 Dwg# 05-21 I Z Q �n LO 0 0 N LO N U) 0 cu LL a� M rn M a� 0 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY NAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current - V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia SCALE: 1" = 2000' County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - - - - - - Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a - 33 _- 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall - P Y P g g EXISTING INDEX CONTOUR - - -- 330 f �� construction, govern. +�< <� ; � s �i ;Cii .�,',;., � ■ram must be provided prior to issuance of the site development permit. The approval of these plans in no way 40(25 P P P P PP P Y PROPOSED CONTOUR relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health EX E P '"=%f` '`: `j` us Control Handbook. P Y P P Y EXISTING EDGE OF PAVEMENT '( &'� v'' `� Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. , \ l' A ' r ! PROP E/P , \. >• •s•-' 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROPOSED EDGE OF PAVEMENT P g g P P V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in EX C&G s , ( • fio%' r } 1 __1 (VDOT) and Frederick County prior to construction in existing State right-of-way. accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control EXISTING CURB AND GUTTER- flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. MQ 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is PROP C&G r.,.Ir ;:: ;`\ required under State law. / PROPOSED CURB AND GUTTER �' �' o % �s , CQ q V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including trafficCO CC) �• ►n f , f ' /. signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the TRANSITION FROM CG-6 TO CG-6R �, p�, /> , (; : t :. a : ,� CQ CQ 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict i _: ,''. t �, "1 �.wrtiN/._ ti r P Y P Y Y Y �_ t r_, ,/,; i 1 j. ! r 7t,� r .'o -., a �_ I o with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation with the proposed construction activity.VDOT approval of these laps does not indemnify the developer from EXISTING TELEPHONE LINE Zi�s.,i1 `,! ! . '/ r : ";` , , / : •. "� - o .co Co (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be this responsibility. PP P Y P �l j / j 1°;' , / r� ' `'/ �: ' 1 ''`� U P y' PROPOSED TELEPHONE LINE r T ?.�� s 1,�i S1T� = �i rC _ ►o °Q �.. ti i\. ,. a tao responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to rn o Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject EX. 15 RCP !, -' g P P (VDOT) P g g g Y Y J EXISTING STORM SEWER -` r� �'�-f ; ,;l to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision ,, w,s - i ) ? x _ u� �t PROP. 15 RCP j _. , 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a shall be the responsibility of the developer. o representative of the developer must be available at all times. PROPOSED STORM SEWER p p � V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use ��, ;'.i1 / ";' .. ° Y;% `r?� ,. !�: W 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic permits for any work within VDOT right-of-way. EXISTING SANITARY SEWER In4 Control Devices (MUTCD). o PROPOSED SANITARY SEWER V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held E1 8. All unsuitable material shall be removed from the construction limits of the roadway before placing by the engineer and/or developer with the attendance of the contractor, various County agencies, utility EXISTING ELECTRIC SERVICE P SHEET INDEX embankment. companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE P U2 co 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less V8. The contractor shall notify the local VDOT' Residency Office when work is to begin or cease for any COVER SHEET SHEET 1 OF 4 � �, than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required EXISTING GAS LINE or requested inspection. LANDSCAPING RELOCATION & STRIPING PLAN SHEET 2 OF 4 y 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated PROPOSED GAS LINE G GSHEET 3 OF 4 on the plans and as required at the field inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent EROSION &SEDIMENT CONTROL w o7 public roadway via a construction entrance that is constructed and maintained in accordance with Section PROPERTY LINE - SITE PLAN SHEET 4 OF 4 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected be minimum 6" diameter and conform to VDOT standard SB-1. by this project shall be maintained through construction. The Developer shall have, within the limits of the FLOW LINE - - - -� project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion FENCELINE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous # # # * # # # C5 one litter receptacle shall be provided at the construction site. basis for proper installation and operation. Deficiencies shall be promptly rectified. EXISTING POWER POLE z z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end (*) ALL UTILITIES TO SERVE PROPOSED ADDITION SHALL BE d EXISTING TELEPHONE POLE entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take of construction. Z v a whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free EXISTING WATERLINE W/ TEE W ' T' TAPPED OFF EXISTING LINES WITHIN EXISTING BUILDING 0 w a condition at all times. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum F-+ Z U thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict PROPOSED WATERLINE W/ TEE W W ' T' W T W 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary points. FREDERICK COUNTY INSPECTIONS DEPARTEMENT NOTES q W sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut EXISTING FIRE HYDRANT C& W W a sheets, and connections to existing lines. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered 1. BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION Q'' S Q during the course of construction shall be immediately brought to the attention of the engineer and VDOT. EXISTING WATER VALVE W e W w 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved 304, USE GROUP B (BUSINESS) OF THE INTERNATIONAL BUILDING CODE. OTHER CODE THAT APPLIES IS Wfx standards and specifications of the Frederick County Sanitation Authority. by VDOT. PROPOSED WATER METER m ICC/ANSI A117.1-98 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. 5 PLEASE NOTE THE REQUIEMENTS IN THE IBC FOR SPECIAL INSPECTIONS UNDER CHAPTER 17 FOR THIS TYPE w 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT EXISTING REDUCER W '' W STRUCTURE AND TABLE 602 FOR PROPERTY LINE FIRE RATINGS contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be PROPOSED REDUCER t" 2. ALL REQUIRED ENGESS DOORS SHALL BE ACCESSIBLE AND 50% OF THE ENTRANCES. prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing present to insure the sample obtained is representative of the location. When soil samples are submitted to �- utility verification and the proposed construction. private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project STOP SIGN to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards , W 0 LO 0 HANDICAP RAMP (CG-12) _®_ 1-1 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a and procedures. E_ I o DENOTES LOCATION OF STD VDOT ,� � result of his construction project within or contiguous to the existing right-of-way. CG-12 AND/OR JURISDICTION, V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted STANDARD RAMP CONSTRUCTION Q d Lo 18. When grading is proposed within easements of utilities, letters of permission from all involved companies in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within PARKING INDICATOR must be provided to Frederick County Public Works Department prior to issuance of grading and/or site plus or minus 2% of optimum moisture for the full width of an dedicated street right-of-way. At the 12 development permits. P P Y g Y INDICATES THE NUMBER OF TYPICAL PARKING SPACES THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION P P direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION 19. The developer will be responsible for the relocation of an utilities which is required as a result of his Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless TEST PIT LOCATION O OF I'I P j P P P Y q specified otherwise. PROJECT INFORNA TION r project. The relocation should be done prior to construction. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as O 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected specified by VDOT. HANDICAP PARKING (� U 9 in accordance with state law. In the event gravesites are discovered during construction, the owner and SITE LOCATION FREDERICK COUNTY, VIRGINIA TUNG NIKI ADHIKUSUMA engineer must be notified immediate) "d No. 026715 g y• V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VEHICLES PER DAY COUNT 100 EX STREET ADDRESS : PROSPERITY DRIVE A_ VDOT minimum design standards and is the responsibility of the developer. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering PARCEL IDENTIFICATION NO.. 75-((A))-2G ti ( ) Y Y P PP P V17. Prior to VDOT acceptance of any streets,. all required street signage and/or pavement markings shall be PROPOSED BUILDING ENTRANCE LOT AREA : 3.00 ACRES SSIONAL� at 540 662-4185 immediate) of an discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the DISTURBED AREA : 0.31 ACRES proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Manual On Uniform Traffic Control Devices. EXISTING STREET LIGHTCURRENT ZONING B-2 professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the CURRENT USE COMMERCIAL geotechnical report has been prepared, it should supersede the requirements in this note. start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way PROPOSED STREET NAME SIGN 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating -�- must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. PROPOSED SANITARY LATERAL CLEANOUT PROPOSED ZONING B-2 PROPOSED USE OFFICE ADDITION or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement SANITARY MANHOLE IDENTIFIER 12 SIGNS: NONE of excavation or demolition. Names and telephone numbers of the and operators underground utility lines V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. REQUIRED: PROPOSED: in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road BUILDING SETBACKS: FRONT PRIMARY: 50' FRONT PRIMARY: 190.0' 24. All utilities will be underground and that lighting shall be shielded to prevent glare on adjoining properties and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified STORM DRAIN STRUCTURE IDENTIFIER O FRONT SECONDARY: 35' FRONT SECONDARY: 188.5' copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking SIDE: 0' SIDE: 0' and road right-of-ways. stone depths, a VDOT representative shall be notified and given the opportunity to be present during the REAR: 0' REAR: 0' construction and testing of the density control strip. F�r �v �r EASEMENT LINE PARKING SETBACK: REQUIRED: 5' PROPOSED: 5' (� SA CONSTRU(� TION NOTES V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge - - BUILDING HEIGHT 60' or less Specifications. Density shall be determined using the density control strip as specified in Section 315 and CENTERLINE U 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be 12.0 H P P P P EXISTING SPOT ELEVATION submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the USE PARKING CALCULATIONS FOR PROPOSED ADDITION E, 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. opportunity to be present during the construction and testing of the control strip. +EQUIRED PROVIDED > PROPOSED SPOT ELEVATION 715 3 OFFICE=8,971 S.F. EX. BLDG.=13,828 S.F.5FH Q' 1 / 250 OFFICE S.F. PROP. OFFICE.=8,971 S.F.J 22,799/250= 92 SPACES 110 (INCLUDES 5 H.C.) Z 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority EXISTING TREE LINE 0 Q requirements. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger BSMT. STORAGE=2367 S.F. BSMT. STOAGE=2367 S.F. H shall be explored below the bottom of the excavation to determine the type and condition of the foundation. Tyr (NOT INCLUDED IN CALCULATION) TOTAL BLDG.=25,166 S.F. ® [� 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to OIf NERS CERTIFICATE F.A.R. CALCULATIONS W placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, d( (1; 5. When an existing water main is tapped for the installation of a new line: or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation The foregoing Site Plan of the land of LOT AREA FLOOR AREA F.A.R. W W O a) The Authority shall furnish all labor and material. stabilization shall be determined by the engineer and approved by VDOT. W F-+ U b) The developer/contractor must: VALLEY FARM CREDIT 3.0 ACRES = 130,680 S.F. TOTAL BLDG.=25.166 S.F. BUILDING/LOT AREA=0.1926<1.0 _U U1 1. make application and pay deposit V22. Approval of these plans shall expire three (3) years from the date of the approval letter. is with the free consent and in accordance with the desires V- 2. mark the tap location. of the undersigned owners, properties and trustees if any. WLL ® U V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified 0 H' 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. by VDOT. p,,/ LANDSCAPED AREA CALCULATION U � w 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in SITE AREA U >0. LU W Q / P P P ROBERT N. CARPE TER, PRESIDENT -CEO DATE REQUIRED PROVIDED W accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after 75,145 S.F. OR 57.5% 'r W 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. grading is mostly complete. APPROVAL 130.680 S.F. B2 15% = 19,602 S.F. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. �r �r �v W U Before a permanent meter is installed: FIRE MARSHALL'a7 NOTE 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. Fire lane markings and signage: ,R(k_ c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. Any "No Parking" signs and yellow painted curb locations will be installed FIRCK COUNTY ZONING ADMINISTRATOR DATE ,pal Wt l�.,k' U d) All components of the meter box assembly shall be in proper working order. by field inspection at the direction of the Fire Marshall's Office. >: APPROVAL OF THESE PLANS SHALL EXPIRE FIVE 5q. M . J YEARS FROM THE DATE OF PLANNING APPROVAL ( ) ��._..... �� 9. For water and sewer services that connect to existing lines: Z'RI17 �r' j� L a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. 1L_� (TENE1 bA TION DATA Project Name: Project Number: b) An Application for Service must be made and fees paid before work will begin. CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD VALLEY F24RM CREDIT3937 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. Magisterial District: Date of Plan: (Month, Day, Year) The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. 710 GENERAL OFFICE N/A 11.01 PER 1,000 S.F 22,564 S.F. 248 e) The Authority will install all sewer laterals. BUILDING OF GROSS FLOOR AREA BACK CREEK MAGISTERIAL DISTRICT MAY 02, 2005 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 GENERATIO 7TH EDITION Owner: Address, Including Zip Code & Telephone No. DATE: MAY 2005 UTILITY CONTA Cl VALLEY FARM CREDIT PO BOX 2700 11. All fire lines shall have afire service meter assembly and a backflow prevention assembly (detector WINCHESTER, VA 22604 double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. (540) 662-3473 SCALE: N/A Radio read remotes are required. Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Developer: Address, Including Zip Code & Telephone No. Winchester, VA. 22604 Baltimore, MD 21297 VALLEY FARM CREDIT POWINCHESTER,BOX 0VA 22604 DESIGNED BY: JNT HANDICAPPED PARKING NOTE (540) 868-1061 (301) Shenandoah a Power: Allegheny Power Gas: Shenandoah Gas Co. (540) 662-3473 FILE NO. 3937 P.O. Box 1458 P.Q. Box 2400 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. Handicapped parking spaces and aisles shall slope Hagerstown, MD 21741 Winchester, VA 22604 151 WINDY HILL LANE SHEET 1 OF 4 1-800-654-3317 (540) 869-1111 GREENWAY ENGINEERING WINCHESTER, VA 22602 no greater than 2% in all directions. Virginia Utility Protection Service 1-800-552-7001 (540) 662-4185 Dwg# 05-21 xt� d r 4t I s • d 1_ -----USA_ -__C, MMERCIAL ZONE, --B2------ P r 1 P i � r o, _ I d I _= 1 ti v IDT � " �..'—____-----__.._ Pro ;' i - �. , H. zGL g?7 r r ra.7 I H III +F•.R...P d 20, 1 ! ! f fl- OF1 746,35 IN Y = 130,5 FL AG POLE X. 11 f 44' 61,%.I. Z ENGAGEt'IEN,�I.� IM Lu EXI5TIN OFF I C-E BU (L I)11 �e - 06 t UP IT, it A 3 11 EM l I Z f ._ 1 = _� 4" SAN. SEW. LAT. _-- G 4" SAN. SEW. LAT. F4WING 5ETE3ACK 177 1 l J f ' TM 75-A -2 HORTON INVESTMENTS, LLC DB 954 PC 1069 7.95 AC. USE — NURSERY ZONED — B2 z W o CO LO CO - -! >. aU CQ CO V co d0 tzb � 0 CQ W W�ran) of d'� cc U a0Ln tw .--d LO �r E- w U3ul Q rr -15 F —� WU) w 0 i� U TUNG N KUSUMA b Nn VVI S 9� -- 117 W Q E- W W NV N-I d4 o "n W v � o � E-, Q LL0 W > W W Q � � U TH15 VIEW FOR LANDSCAPE RELOCATION ONLY LANDSCAPE RELOCATION NOTE: SCALE 1 =10 RELOCATION OF EXISTING LAND5CAPE TO 5E � 3 O TREES TO 5E RELOCATED PREFORMED 5Y LICENSEp LANpSCAPE DATE: MARCH 2O05 ARCHITECT OR LANpSCAPE CONTRACTOR. 3 GROUND LIGHT5 TO 5E RELOCAED RELOCATION SHALL 5E EITHER HAND DIG, SCALE: f=ROP05ED TREE LOCATION 5ALL AND 5URLAP OR TREE SPADE METHOD. DESIGNED BY: JNT 10 0 10 2m FILE N0. 3937 SHEET OF 4 PROPOSED NEW GROUND LIGHT LOCATION SCALE: 1" = Imo' Dwg# 05-21 _ ._.. _.. .__ _ _ _ ._. _ _ _..._ _.... _-_____ -..__ -_.. ___.... _...—. _�..—_.. T-.--.._.._ _..__—.._.._ ._ _— __- __ __—_.__ _. _ __.. _.. _.. ___ -I _.. ______. .__. _ _. _ __... ___. _- __.__- _.....__... _ _ - -. __ ___.._. �. _.. _.. ____.. �_. _. _ 1__-.____._-_. _. _.. __. _ __.. _ _. _. _.. _._. _ __-__.__ __.. __-___ _ —__ _..._— r _. --.—_'— EX. 4" CFP =T 31 1 CONSTRUCTION OF A SILT FENCE LIA tiN z I ---------- ------ - ------------ (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE DT 4" OF POSTS. T.B. ZJ 41' W- - -------- __5T 4" us IC:. ------ ------ WV z 4_1 k W 6"(6 y 6" -2 VVA+- N IDT 411 jo Al CrI z --- - ---- - Lai z Q0 00 51AM. CONNz 4N, ULJ 0 >W cm, ZU) ""J. _q'4- J V L ul �)T 61 _J1 U 0 CX-- Co ro-) T It Qf Cc, ov) UJ r, ro C\2 FLOW f��11 T 5�f� Z __J Cl- > 0 C\1J U 1 9 1-,- Z L,jv) Z GL EXISTING 0 83 1 4 OFFICE BUILDING co 'ov it C'r ;3� 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FF=748,20 12- CIA In C\2 0- DT 211 F-1 EXCAVATED SOIL. I FENCE AND EXTEND IT INTO THE TRENCH. (f) <X Q) C3 4 3 0 04 so, r 1111 \T LOT 76 0 0 -26 LUI 2ly 00 -at VALLEY 0 Q. 11 LI 0-) q LU MM4 ERCIAL 611 D.I. OFFICE ADDITION ILI ENCA5EMENT 1 HEIGHT: 35' 01 - AL 820Z 5, F. 2 r Q) 0 -A .5 (U FF. 140.20 DT 211 lkq� FLOW WV 0 DT 61' Pro 1, P F_ 00 PT & 6 GV 1& 1 51 REFUGE AiREA GL EX, 5MI­4 iv 2 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 00' W r .4 20' -4(0 VC P !4_,0P FILTER FABRIC 8 VC KA.4 YR. A FLAG i... EDT 211 •A OLE DT 211 I< SOURCE: A 0 1 ,�fted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 EA I& C-3 0 Shuvood LIMIT5-CF-CL SING 4 GRADING AW , Za rQ — QQ, 4 — t C _�_W,4'1 ,- _!,u ILI aml U5— kV I;Q,_ 21 ALI, Goa GRAVEL AND WIRE MESH Lcr4 _100L�'Wo 4pi-Pox. LOCATION '2� -Ff�O EP 1,1 - A �f � 6 DROP INLET SEDIMENT 40 42 EX-54N. ��W_ LATER A L G EXISTING FILTER OFFICE IBUILDING EX. MONLVIENT�o 46-g 46T FF=14020 U3 X E11IP 4/ 140 _J T*% 41 4 TC 11o, 4 LO 4-04 41, 41 46 qa La 41 ra ra W 41TC 5 PT 211 GRAVEL (12"MIN. DEPTH) —.18 MIN. xJ Aif Gm DT 2' 'a"• 0% Q1 RUNOFF WATER WITH SEDIMENT PIZ X U1 X X45 Li 48 ailip 5 "Ap iA! MAIN WELL LAT. 11PAIII L ELEC. Ec,o HEAD 4"L�,r-')AN. 6ELU. LA7. 4� 4" 5AN. aEW 4z 11 1 F 4" 6A�L 5ELU. L+F_(�F, TUNG N AD SUMAC Q I I I 4..� T_ ING SETBACK Lif_ No 026715 'A.- — - .- _%F� --- I M _ N ,.0 WIRE MESH Z:= —.91 - .. i - ,I- —__­ 7 -7- 7 SEDIMENT EX. RETAINING WALLOM WIRE5 lax - WATER 4.) A '101VAL FILTERED "Le �kj vt~&A40 tgHr :,UCT101 _N CONBTF -*:F TKANCE TO BE FIELD LOCATED ON OR TM 75-A-2 BETWEEN ADJACENT PROPERTY. ACTUAL LOCATION WILL BE HORTON INVESTMENTS, LLC INSPECTED AND APPROVED BY FREDERICK COUNTY PUBLIC; SPECIFIC APPLICATION DB 954 PG 1069 7.95 AC. WORKS DEPARTMENT THIS METHOD OF INLET PROTECTION IS APPLICABLE USE -NURSERY - B2 WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. E-1 GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. aW SOURCE: VA. DSWC PLATE. 3.07-2 Valle Farm Credit Building Addition Ef;',05ION SEIDIMENT CONTROL_ f=L,4N 0 E- E45 NARRATIVE SCALE: P=30' 04 Cn Description The proposed project consists of approximately 031 acres to be disturbed For r:� GRAVEL CURB INLET SEDIMENT a building addition off the west portion on the existing building. EROSION/5EDIMENT CONTfROL LEGEND 0 C) P FILTER pate or construction: Construction will begin following plan approval and will take NO. KEY 5YM50L DESCRIPTION Gapproximately one (1) year to complete. ;:� �?,- 3.05 SILT FENCE F-A <W OExisting site conditions: The area in which will be disturbed is a partial Grass gard and �7,UJ parking area with some landscaping which will need to be relocated. RF6P0N515LF LAND D15TURBER �4 E .. I LIMITS OF CLEARING 4 GRADING Adjacent areas: This project is bounded to the East by valley Pike Route 11 and Proserty LL C_� Drive, the the North b� a vacant lot which will serve a parking area and to the south, NAME: r::� LL LL. southwest by Wortons Nursery. 0 CERTIFICATION 3.01 IP STORM DRAIN INLET PROTECTION Soils Information: NA [DATE:, Q Critical areas: There are no critical areas on this site. W W Erosion and sediment control measures. Control of erosion and sedimentation For 0115 site 0.4 I•T, shall be achieved by installing the following. THE RE5PON516LE LAND D15TUR5ER J U I. Relocate parking lot drainage structure 15 THE PARTY RE5FON515LE FOR q �J 2. Provide Inlet protection as shown GRAVEL FILTER 12" 2. Install Reinforced silt fence as shown CARRYING OUT THE LAND D15TURF31NG <� RUNOFF WATER WIRE MESH NOTE: All Construction traffic to remain on -site ACTIVITY A5 5FT FORTH IN THE PLAN5. FILTERED WATER 4* X. IT SEDIMENT CONCRETE GUTTER —12 CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. - GRAVEL SHALL BE VDOT #3. #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 DATE: MARCH 2005 SCALE: 1"=30' DESIGNED BY. JNT FILE NO. 3937 30 15 0 30 60 SHEET 3 OF 4 SCALE: I" = 30' Dwg# 05-21 z t1 00 O O LO O O N ('7 L0 O N O d 1 r M rn M r O in C N g a Q in z Pz W W z 0 z W a� c� E cu ILL a) R M cn a� 0 I Ex. CG PROP. HANDRAIL 6.75' +/— TYPICAL RETAINING WALL EX. 51DEWALK DESIGN 4 PERMIT 13Y OTHER 4.0' — A11 Ali ,lj ut 1ji, -'iiI1 11 isj 14 S I I t lrj LI I Ili h i� �,t Ali' 11i 11 iit 2.0' -- 2.0' FOR VEHICLE - t �I I111t 14I ;A4it' OVERHANG �' �41i� i� . i11, I!1 I I I 1 If it �1i ii lLI 'i1't !Ki i,jIll ia1 IkI 1j 4 MZUL-L lL tf [ ff ffjICJltlj-Iiltk 1 , ''.;... 1 s3 ill{j�2 VARIES Ali I'11L 1111Ii'I.11� .'11�tip Ii.l �i �.' I� �(� pIS #II fall pt1 9 l PIE ICI R'310"a°1 a .. `Il i1���ii Ily-��,.li ���p .��, 1.�i-� �I�! 16 �?lt E f�.f i1��,��1.���.--`s&l� I 1111 INN itld—I I J I Ij Al r,I=li /S �I 1 i I�I� ,11 L11 11r 11 Itl19 ill i %S F T a i I e. I f � - -I � i r� I .. � . • ..:• :ter �l�-�1 -'.1� ,, ,; ps' t III 1 � pj, I 111 Itl411 1 II UI`I tl1 i91li--I., I,, t, 11-t 111 11I (�-, -le 1 111Il ' I:.I �iil! rill I! t!1` 1(l 19l1;,1 Itt i (f . ._l A , ! a1 �11i, li i1 i 1 _ i 1 � I i IFLJ01 v,± �„ �o .0 _n,r _e,r 4u ,1: u, �11 �1. ,<, ,,, �. ,. ,II .€, +�r„iE.+„L_l, r,a.�,,..war, a„�.�,;�„i.���.�„d� ;th •... 1 T�FIGAL RETAINING WALL DETAIL N.T.S r ,w, r r - �I� # a LOT 1 T M 75—A 2J RT&T PARTNERSHIP` ZONED B2 ' UNIMPRTED 1 1 . ' k ' I r 1 , _ f 1 1 I r v t Z a, E t _..._ I ' 1 ; w�. f --"rrn�rr �f R finished grade VALCO, Inc zs a Fig. No. 71 BOB— ����Q with lid marked "SEWER' bottom s Iction — of box GCs SDR 35 ' gasketed bell wye sanitary (see note) sewer main SDR 21 cast iron cleanout cap with brass / plug must be 8" frorm the top of the screw type adjustable box square concrete skid pad 20 x 20 x 6 deep cast Iron cleanout carp with brass plug having a countersunk square head Panella Model IPA4SV-CSK (4") SDR 21 - cleanout pipe brick base �. SDR 35 spigot by SDR 21 gasketed ;.: bell adapter SDR 35 gasketed bell 45' bend _ _. r "`�:"6,'",sito'�ne bedding �^ -"�- EX. 511111H NOTE : If top of sewer main is greater than 15' deep, 05'ZYL '� ^NI "'"-`^- -- --• - " �'IQ Q31 NI ANI _ `& `~�' �-•w:�,„,_••..� - _ «.,.::..,_ ._.. _.. _. .. - TOP '= �.51�7". �1,c' then wye and bend to be heavy wall SDR35. Nol q 1$WOO _.. OCJ Vc' 1i 1 IN - 7j{ 36 �7 y -r.. ��� _, <%7: Ill > i@I 1 ,.spa -... , 25 , _ 1 �„ fit•. SEWER CLEANOUT f ! X Figure 16 __..._._ __` - _._ _.._ _ t Qll `j4, Er 4v dll9 ryr , I r s 4� r FIN I�, i r7 °° r - __ _._. , C 9 , __..,..\ J t 1 � 9 „� i a� ,.. _w.---,,,_. �i✓�ira ,�_ �, +,I t U �_. � ,�,� 1 •.� ,,, 1 ; ,,:� �--r pi ,•may ..__._ �" s'!,^,� .�; .._.,. _...... -_„ i°"� '�, \ I , lk 1f( �( 31At"i C0 �\IN�.. a— - _ LEII x q L. I «* 1 r Ui - W i _ r _ , 1 , E. _ __DT �. �-�-\ 1 _ I ICE BP.dII-.(NG � r rr C,i � �.., `}� � .,� .��°' * � •,,$�" _ fy z'. RETAINING WALL p T�I TYP. I ... tail i SEE DETAIL THIS SWEET �• _ ... °r r„ W.,,:. i DESIGN 4 PERMIT BY OTHERS ay ., 1 ; LOT 16 q , 1 r[ 7.-5 , k 9 I VA - 1 LL . , rr ' FAf r t-- , , ...... - _..USE,-- C MM _. __.,__ . ,,� '..✓i WI....•,�, :`+•t3...-ice. i tiWi'� 1 � . _. ,,w M Z _,. , 1 1 _ a , ^ r-, F. LUV ! I ' 1" .,v.', a -)s_I '%,4. i ,,, .. ,.. ' .__..� I '^•. ,», I. .'e 41 1 _ , �f y _ _ W_ _ _.._ [lot E_.r _ __._. p 1,. _ ,- , t .... r d ? ! ^' ✓ t w. �,,,I t , ' 1 ' ! '�'f , � 83 .< -.i k _, e°ry, <' `yc"'' a t I a 1 __ _ ! l _ Jv.: ! m.._ ._�'... .. '.:t..t ""'9"u°:,, E- 4' w.. I 1 �r V ' 1 , I lU t ' 1 ' E'a �. , . . J ,� TYP. RETAINING WALL ---_-__ - -_-_ ..... Y. SEE DETAIL THIS SHEET h;: f' DESIGN 4 PERMIT BY OTHEI7SFC RAMP y \ I VP UTILITY -NOT1=�.,. OMESTIC WATER, FIRE SUPPRESSION, t EL��JI�I�`7\q"�>S - `..•l-,_.--_- i � � XTENF)ED..FROM THE EXISITNG BUILDING. d°,� ONE WAY SIGN ---- y \ x. J 9 .. 77 1_ ,II- - II? I-) G . �._... -. �_�.' ` 4 0 5 0 HIGH .,_,. \ OP=14 .3,r1J ;tTt i1 — CONTINUE _ - f �_- � 4�7 I "CN `- � z.,.,,. y-- _ r 8 -(oR P;� =� "t -i3. EVERCsRE -HEDGE ' wT eu .; DO NOT ENTER LW • _.__ "9 , /�� P y INV=I ski„ SIGN ;LUNCH r�� d _. W < I r TERRACE \ I ID U Q - m , 40�sr, 1) a N, . EP PR-3B-b-L >,.� ¢ ,�„�,,.� �,..,r+`'� I ___,_.,.... �l1 RAMP ,.._._.._. ,�_,� _a",u w�,.�.,,w..,,�w.��<�,, "a,.m",....,>>Af �,.. , .,.y,��,', � •..�L. It— .� ,U x . u, V OUT =1415 ,� , 46 :. �, �[.,,.� �. I � � I U Q 4 UPPER PARKING LOT -- 6� w a ° 2,.,, h ,.. ,, _ ;' r ".: ;' " " Cj O lL' EP I }� ' CG 6 45�@ _ �'� " 7 , -, d r.,, 3. i „ Z I Q ~ h PROP. STRIPI 41 x rw CG 12 46 EP L. `::. SITION -, W 9 °,, it I O O O r\ \ X x \ E- -- ?x 4-O k f TIN�a ,. i _ ,1.-, N LC) Q o d lCONNECT t0 EX. 4 SAN, LAT. _, p t� Z 41 46 .w. &w„ ' f.. �t , ( �Lil 'ill a- 1lJPw 1�(l I Im Q - 46 p-Q t 1 N _ 46� 6 EPhIP u ., ._ I= G s' QJ ��I m _ \ u A X 4 EP x 46 r rl� vy f �{ I Q SEE AR 41 tc (l y t rtSs'-� — 41� CG-6R I u�•�,,,,.-. A 46� 46 41, 1/EX- 15" RC � /— TO BE REMOVED/ " I 8 4 41 41Er 1 4c ° �1k 46-v PORTION , BE UTILIZED FOR RELOCATION it , sW 41 TYP. RETAINING WALL 4 X 46� 46 SEE DETAIL THIS SHEET 1ae1 DESIGN 4 PERMIT BY OTHERS 4 r^' PROPOSED ADDITION ~4 1 I I I V let 4 2nd FLOOR=8,1311 SF X BSMT. STORAGE-2361 1 20J2' , FIRST FLOOR FF.=14820 xIQ x45 48 SECOND FLOOR FF,=16O.'3031 R I ,1 --- 50 BASEMENT FLOOR FF.=138.10 14-n'z ` v:x ` t- , a E I 45 2024' 1 nw, os.12m®' 133 1 tlROOF 46 t _ t ae t. 11AA11�- a .... Im01 _ ""*,;:_ 4smm' 4 SAN. SEW. LAT.---- „_ t� , c/o PAWING 5ETBACK 09 fi, I E- { �.. .� 1,�_Ml�t 1 � , 1.��,�I+..,..w,, ,� Lk N 53 22 44- �--$Z2.40 TO BE RELOCATED EXISTING CG TO BE REMOVED / TEMPORARY GRADING ESMT. Y °t TM 75—A-2°I p HORTON INVESTMENTS, LLC d'�' • _.,_- .___ ,.___. _.._w -W ~ DB 954 PG 1069 7.95 AC. USE — NURSERY ZONED — B2 INSPECTOR NOTES: 1. BUILDING ADDITION SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND 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. 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 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%. 5. ALL DOORS HANDLES SHALL BE LEVER TYPE AS PER ADA REQUIREMENTS CONTRACTOR SHALL REFER TO CHAPTER 17 OF BOCA, SPECIAL INSPECTIONS SHALL APPLY WHERE REQUIRED. 6. THIS TYPE STRUCTURE SHALL BE SUBJECT TO SPECIAL COMPLY WITH SPECIAL INSPECTIONS ACCORDING TO CHAPTER 17 OF THE IBC., (SOILS. CONCCRETE, ETC.) CONTRACTORS NOTES: 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 CODE/1996. PROPOSED BUILDING HEIGHT= 35'-7 1/4" PLANNING NOTES: NO OUTDOOR STORAGE AREAS PROPOSED, NO OTHER TRASH RECEPTACLES PROPOSED. KA I 2m 10 m 20 5GALE: P = 20' a I 2m 10 m 20 5GALE: P = 20' a W W Z WO LO co � � C\2 I 4• Q) co ��4 0 O Rom C�o to CID Z ~— > CD I ✓l 't l� l co ^ LO C 2 7 W > ) W ,ill LO M � U LOi Q) x E- 4, a) fn �q ly Q) O � ow� A � �tiT � Lf U TUNG N SUMAC No. 026715 P 17--) Al�; `y1ONAL Y E, W E U0Q H E' H W/♦ E- LL p � > CO W Q W3� W W DATE: MAY 2005 40 SCALE: 1"=20' DESIGNED BY: JNT FILE NO. 3937 SHEET 4 OF 4 Dwg# 05-21