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HomeMy WebLinkAbout59-06 Ferguson Enterprises - Office, Wholesale, Warehouse - Shawnee - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP 1. Methods and materials used in the construction of the improvements herein shall conform to the current Count construction standards and specifications and/or current VDOT standards ands specifications. Y P / P 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation 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 Bride Specifications and Standards, the Virginia Erosion and P P (VDOT) g P g Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. EXISTING INTERMEDIATE CONTOUR - - - - - , _ -' ,- _ -.----_------ _ -- _ � __-m EXISTING INDEX CONTOUR --_______ ®- 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT --- EX E/P PROPOSED EDGE OF PAVEMENT PROP E/P EX C&G EXISTING CURB AND GUTTER -- -_ SCALE: 1" = 2000' LU Z � CITY OF �%// (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. Ana roved set of plans and all applicable permits must be available at the construction site. Also, a pp p pp P representative of the developer must be 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. 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, 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 b VDOT. An additional expense incurred as a result of an field revision g Y Y Y P Y 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. PROP C&G PROPOSED CURB AND GUTTER CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R � EXISTING TELEPHONE LINE - - T - - - - T - - - - T - - - PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15" RCP `� �' PROP. 15" RCP PROPOSED STORM SEWER i EXISTIING SANITARY SEWER -�- -- 5 �- -- - -- - - - - - - -_- - - v PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE -- - E - -- - - E - - - - E - -- - PROPOSED ELECTRIC SERVICE E (�I�IG�..I��j�'�}� a;�«� Jw s °b �'of r�`ti oP, Pry �, k j / k \j'� (� ��� " � \ r" ¢"'' � 0161 - CJ �'� 0 (Y 2 0 U � �t �n N CD -I )IINM N � 0 I 0 ,� CV co 6 °D I rn 0 1 Z `r o� c� x � nt � p a 0 .0' U a .5 (U d r, H 4-4 SHEET INDEX COVER SHEET 1 EROSION & SEDIMENT CONTROL 2 GEOMETRY & UTILITY PLAN r- 3 :to - PLAN/PROFILE SHEET 4 WATER/SEWER DETAILS & WATER/SEWER PROFILES 5 A '' (:' Jj ,..1 1 �" ' � ) � 1 �� �. �,� <' � ,a�� � \ `" s e _ 1 ";� 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 g P 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-l. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take P P Y Y 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 Count Public Works Department prior to issuance of grading and/or site P Y P P g g / 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 ravesites are discovered during construction, the owner and g g 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. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 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. 24. All utilities to be located underground. 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. q P 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. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end t• q g g of construction. Vll. All water and sewer lines within existingor proposed VDOT right-of-way shall have a minimum P P g Y 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 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 b AASHTO T-99 Method A, within () Y Y 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> P / specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way 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 EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE ®®� ®®® FLOW LINE �- ..._ ... -� ... _ ... -.- ... - ... -►' - FENCELINE x x X EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W TEE �-~ - W --- �-• --- - -W__ --- 1v- ®- -- / ' PROPOSED WATERLINE W/ TEE W !Ti EXISTING FIRE HYDRANT e.W- - .-. -w- � w- -. __._ EXISTING WATER VALVE o - PROPOSED WATER METER W PROPOSED REDUCER W STOP SIGN PARIQNG INDICATOR INDICATES THE NUMBER OF TYPICAL PAREING SPACES 12 HANDICAP PARIQNG VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER 6 EASEMENT LINE -- - --- CENTERLINE - - lhl5'4 EXISTING SPOT ELEVATION X PROPOSED SPOT ELEVATION X 35� EXISTING TREE LINE o a) 0 a) W co Z O W Z � 0 U z a 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 '':" PROJECT INFO# �MATION PARCEL IDENTIFICATION NUMBER: 64-(() A) -4E , . STREET ADDRESS: 321 FRONT ROYAL PIKE i, m. .; . . TOTAL AREA: 2.2�9 ACRES °/, „ PROJECT AREA: 9,0100 S.F. CURRENT ZONING: B3��4 CURRENT USE: WHOLESALE, OFFICE, WAREHOUSE BUILDING HEIGHT: MAX = 35' PROP. 2'5' . . ` BUILDING SETBACKS: REQUIRED PROVIDED' l - FRONT 50 72.77 SIDE 15' 16.2' REAR 15 N/A PARKING SET�'3A�CK: 5' ALL SIDES ( ) >>IGNS: EX. FREESTANDING (NONE PROPOSED) OUTDOOR LIGHTING: EX. BUILDING MOUNTED, PROP. BUILDING MOUNTED AS SHOWN ON PLANS. ALL LIGHTING TO BE SHEILDED TO PREVENT GLARE ON R/W OR ADJACENT PROPERTIES. LANDSCAPE CALCULATIONS F.A.R. CALCULATIONS RE LANDSCAPED AREA: 25% RE F.A.R. : 1.0 Q Q 2.29 AC. x 0.25 = 0.57 AC. 0.51 AC. BUILDING / 2.29 AC. = 0.17 EX. LANDSCAPED AREA = 0.65 AC. W E" & c o0 TH 0 F o U MARK D. SMITH "d N0,022837 �J s) `5'S � IO.NAL d _ STIR VEY AND TOPOCRAPHIC INFORMA TION copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be P P P P submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. 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-l. 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 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. PARKING CALCULATIONS GROSS FLOOR AREA REQUIRED: PROPOSED WAREHOUSE = 5,220 S.F. F 632 S PROPOSED WHOLESALE - SHOWROOM = 8 OFFICE - 1 SPACE/250 S.F.,.. 4,500 S.F./250 = 18 SPACES PROPOSED WHOLESALE - COUNTER SALES - 3,780 S.F. WHOLESALE &WAREHOUSE - 1 PROPOSED OFFICE = 4,500 S.F. SPACE/EMPLOYEE TOTAL AREA = 22,132 S.F. 10 EMPLOYEES = 10 SPACES TOTAL REQUIRED = 28 SPACES OUTDOOR STORAGE EX. OUTDOOR STORAGE AREA TO PROVIDED: REMAIN SCREENED FROM R/W AND TOTAL EX. SPACES = 29 ADJACENT PROPERTIES WITH EX. WOOD BOARD FENCE HC PARKING REQUIRED: 26-50 TOTAL SPACES - 2 HC SPACES PROVIDED: EX. HC SPACES = 2 LOADING SPACES REQUIRED: OFFICE AREA: NONE REQUIRED WHOLESALE AREA: 1 SPACE/40,000 S.F. PROVIDED: ■e a) � E-+ U E-+ Q ® >' �' Q E-' w �, I- < ® W Q U) �, f) W Z Z > 0 U W Q w W ® co U) D 1. Boundary survey was performed by: Dated: 2 Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 2006 (Year) 3. Aerial topographic mapping performed by: _ Dated: Tel T r� ®// NII'RS Cd�'RTIFICA L'L'I The foregoing Site Plan of the land of Wolseley Real Estate is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE rl APP� �g� O VAL FIRE MARSHALL S NOTE FREDERICK COUNTY ZONING ADMINISTRATOR DATE *,APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. YEARS FROM THE DATE OF PLANNING APPROVAL 1 PROP. LOADING SPACE TRIP GENERATION DATA Project Name: Project Number:CLASS � FE GUSO1 V �1 �Y �� � I �3� b� INC. 2422D W USE GROSS S.F. EMPLOYEES TRIP RATE VPD 710 GEN. OFFICE 4,555 1/24.39 SF 187 LL Magisterial District: Date of Plan: (Month, Day, Year) 150 WAREHOUSE 10 3.89/EMPLOYEE 39 SHAWNEE 7/12/06 * TAfXN FROM ITE TRIP GENERATIO 7TH EDITION TOTAL 226 DATE: 7/28/06 Owner: Address, Including Zip Code & Telephone No. 12500 JEFFERSON AVE. UTILITY CONTACTS WOLSELEY REAL ESTATE, INC. NEWPORT NEWS, VA 23602 757-874-7795 SCALE: N/A 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: E' ERGtTS®N ENTEPRISES, INC. Address, Including Zip Code & Telephone No. 321 FRONT ROYAL PIKE WINCHESTER, VA 22601 (540) 667-5775 DESIGNED BY: RAB FILE N0. 2422D HANDICAPPED PARKINC NOTE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 SHEET 1 OF 5 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 i GREENWAY ENGINEERING 1(540) WINCHESTER, VA 22602 662-4185 10 6 - 6 3 Z CONSTRUCTION OF A SILT FENCE WITH WIRE SUPPORT d \ I� I. SET POSTS ANID EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. Lu ,1la Z _ z (III -' Ilil W O CO LO j \ —'-J, \ / ) FLOW III i., III U CO in tz �� �� Z 0 CQ e� / �� " 1� Y d 4 3. ATTACH THE (FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. -- y z W 0LLI O N L C Q) �i 4 Lin t]Q / / ■! LO a� II FLOW \ \ ��. % \ � II V �%^\ �-. +q EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ALTER FABRIC a� WIRE SOURCE: : Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE. 3.05 L Q a ER05110N/5EDIMENT CONTROL LEGEND -135 ---, � � NO. KEY SYMI OL DESCRIPTION ' /�. Imo; �`' `4 - U \ `�\ '`� ol 305 SF X�- -X SILT FENCE LIMITS OF CLEARING # GRADING 731 J / ��� l ! �l i " ` PROJECT DOES NOT INCREASE IMPERVIOUS AREA OR RUNOFF - NO STORMWATER MANAGEMENT REQUIRED -DcG DRAINAGE DIVIDES Ei d Q TH op �i: 5 ON51LANDFUR�� �� NAME t-' MARK D, SMITH No 022837 .NO \ . CERTIFICATION DATE, IDIVAL THE RE5PON515LE LAND D15TURBER 15 THE PARTY RE5PON515LE FOR , CARRYING OUT THE LAND 015TURE3ING OF PAVEMENT \ TOTAL AREA TO ILT FENCE = 133 AC. AREA '-.. �. '�- \\ �-... ��----TO BE gMOVED DISTURBED AREA =' Q,32 AC. `� � 70 R SF �` `���X� ` NO INCREASE IN IMPERVIdUS-AREA 1 ACTIVITY 45 5ET FORTH IN THE PLANS. w \ 4 Skkp SIR UTq E-, Ofi p rw I-4 E—I -740 r ~ Q � � � � A✓brt„a,�"u"'A`JL'a.+4-h,-,R.A.h...R..6 A,.,a,..,L,�����1 ,,,.e•-- � / \ L� � m w r l Q ' �J u 30 15 O 30 60 DATE: 7/28/06 SGALE: 1" = 30' SCALE: 1" _ ,30' Elk I %, 0 u N H THI H E E T F U H E �H UAO""k bAl"'4" I e* 0 A Nwkm NDO%&' D M E E 11'10 T T ffi"m6' L N L Y DESIGNED BY:: RAB FILE NO. 2422D SHEET 2 OF 5 06-63 I NiF JONN SCARLET? I TM 648 ((A)J 9 INST. M: 16559 ZONE:62 � USE: SFR � NiF ROBERT D, t � SYLVIA T. JOHNSON I TM 645 (lA)) 10 I INST. ": 22129 ZONE: 52 USE: SFR I I N/F BIPIN B. d VINA B. PATEL 7M 645 (lA)) it � INST. ": 26165 � ZONE: 62 USE: SFR I N/F 5R4UINER CATES III d � JUDITH B. CA7ES I TM 645 (lA)) 12 D.B. 401, PCz, 31 ZONE: 52 � USE: SFR � Ex. GAS V< WINDY HILL LAND '-- - ROUTE 1310 7 D.B. 511, PG. 316 SPEED 25 M.P.H. GARBER ICE > I i CREAM COMPANY, INC. } TM 645 ((A)) 13 D.B. 52% PCB. 402 �► ZONE: 52 y U5E: VACANT Ir 142 GARBER ICE CREAM COMPANY, INC, TM 645 ((A)) 14 D.B. 494, PG. 40 ZONE: 52 I� USE: MANUFACTURING f 'i m �f I � I EX 5L[D (G4R5EfR'6 ICE CREAM) 11 ! I INV '133.62' f EX. ENTRANCE s sa /� 18" CMP EX. DI Y.. A POWER 1 In 23. , POLE,. / EX CG-12 t }} I av-12 o SSM{d=131.55 1 I 13 INV. IN=124.81' INV.OUT=124.82' / PROP. 3' HIGH HEDGE t�.t 1NT. f- /, :, EX. SIGH oaf 6 / / p-/ o: 1 / — -KNOX BOX FOR / I k 1 \ 6 / /� D�AGCESS �, U \ (� -� St c 731, a�. �l / OQ PROP. W, ATE R ti ` \ � tF. EX.\RAMP TO BEy0 PROP. CONC. REMOVED E 4 s, • � � �/ i��Q�,fY �'� l! �',� �,.7 ` ..� �� i � �• � `� ' STAIRS �"' ✓s / CO Q DOCK'EXTENDED �� �• A 1 �/ / / /1u IP ' / 34.4 EX. DTUI 67'EIR 2 12 x6 f f1 / E X. C l a� c?�,, \ w Q�` X. WV TAPPI 6 �� I j / i) r '�•� `�`PROP Ex CG-12 EX. Di 1� 1 r�17 M_ L I ji X. K X. D I EN 1 cc� i i Q •/ c / r ° M,i 34. PROP. CON,C. SLE�� E ,i 45� l / /�r / �_2 / d ��� RAMP ° ' x STAIRS VALE r / � ' �' � ��.. �• LOG. MOUNTED PROP. OFFICE AREA 34 .'•�� *�°>` t `�,�`,• �0, a 35 ` �ti,- \ / � 'Po // i� � �� �� / / ' EX. DOCK „��.��;� � 35 � / . � . .. °..• \ ` ��.,� SINGLE STORY °` �� �� WINCHESTER MEDICAL CENTER INC. . DOORS T.B.R. + / 15RICK AND METAL FRAME 1; / :: FF=135.45 � � � �� � 5� IRS WI/4'x6' � � � � ` �: �"� �� TM �o 4 ((A)) 4J /� / D. .80� 231 f��, FIRE LINE ;V'Y g \ HEIGAT-20' e y � � LANQING / a 34 BLDG. ~ � ~ � ' B PCB VAULT ic5 i MOUNTED `. 1 / DOORS WOLSELEY REAL , ;, ZONE: 52 LGT. CONK CTIO' � �� , , l p E TAT INC. N, . �, , 1� � �z _o Rop E, - USE: WARE /1 '� PROP. WHOLESALE SHOWROOM , PROP, t!J OLESALE/ D !2 �4$, D B.yB PCs. 593 ' l / r•� l 45° WARE�I 5E AREA Sp�C ZOt�)= 83 USE: OFFICE/WAREH USE�� BEND PROP./HEIGHT =2,Q' 06 �. AREA = 2.29 AC� 4.r ll / y'r YIF TELF/�/ -r •-=______� •. �..� ���. ,��� -'� � RROP. DUMPSTER `� �... '/p fk /C( / PED, j _ �. -_7�� -y�' �`` - *�"�w t r ' r ...,... ,...�''`12 O.H. DOOR � `<., ru\/ / Ot!JER F; LE `"-� �- 6 �r TEE- — _ � __ _ ?.3,z, .� �� ,� • EX. ASPHALT 07 t \\ i WV .��3 EX. UG�EI.E. w 6 EGRF�SS� BLDG. MATCH PROP. UTDOOR STdrAGE x' \ �. . a 6 DOOR O MOUNTED[ 0 / j } / /11 / .,� .. --.. '1 •_ � ' " w � PAVEMENT TO � � G tzr /U1 U,IRE O r 2 GRADE fir,• 'IL. I t! -- 7-- --_7.' - 7�� z LGT. 3 X `.\EXISTING ```°p +mod ys` c'ir-e ry,"U�V"4 ~ './y y t ° �4 ¢?q -- --38 PROP. CONC. PROF. FH�_. DENI5E B.RU.-6- H -SET BACKPROP. rERGROWTHEND /5' —RAM? ASS voor � ''- 14 i >,^ w a o BOLLARDS _ J EX- 7RE1.IP� N 87 22m' / 1 I •,.a P ,'tit 14 /fs NAIL FNO IN , 4 "CONC MON SHENANDOAH UNIVERSITY a, l.A..1..rtr'..✓w. TM (04B ((A) lro D.B. 924, PG. 913 ZONE: 53 1 j // SHENA4 DOAH UNIVERSITY USE: VACANT I ,/ TM 64 `((A)) PARCEL A D.B. 924; FG, S13 ZONE: 53 USE: VACANT UTILITY NOTES: I. ALL PROP05ED UTILITIES SHALL BE LOCATED UNDERGROUND. 2. GAS LINE LOCATION APPROXIMATE. CONNECTION TO MAIN TO BE COORDINATED WITH SHENANDOAH GAS. 3. WATER AND SANITARY SEWER SERVICE ON THIS SITE PROVIDED BY THE CITY OF WINCHESTER. 4. SANITARY LATERAL CONNECTION TO EX. MANHOLE TO BE CORE DRILLED AT TOP OF BENCH. CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING LTA ANGLE TANGENT CI 1,319.40' 335.26' 334.44' N 21°14'09" E1:71305513311 16&46' MISC. NOTES: I. ALL REQUIRED EGRE55 TO COMPLY WITH ADA STANDARDS. EGRESS ROUTES SHALL NOT EXCEED 5% IN LONGITUDINAL SLOPE NOR 2% CROSS SLOPE. 2. EXISTING WOOD SCREENING FENCE AROUND REAR OF PROPERTY TO REMAIN IN PLACE AND BE REPAIRED AS REQUIRED TO COMPLY WITH FREDERICK COUNTY ZONING REGULATIONS. 3. ALL OUTDOOR LIGHTING TO BE SHEILDED AND COLORED AMBER TO MINIMIZE LIGHT POLLUTION ON AIRCRAFT. 4. FIRE PROTECTION TO BE PROVIDED TO EXISTING AND PROPOSED PORTIONS OF THE BUILDING BY SPRINKLER SYSTEM. a x Lu W Z C� z W o in - 00cl 0 CD Q 001 0) � x toC �an �a �� Hw A N,�1 0) O W0 Ul E- OF o MARK D. `.SMITH No.022837 kckl k��L e.) U z Cw W 0) E-H U) <4 E-+ Z 0 q a Z C C J p4 U) Z W O W cl) c!) crm u DATE: 7/28/06 1 SCALE: I" = 30' DESIGNED BY. RAB FILE NO. 2422D SHEET 3 OF 5 06-663 14� 135 130 N/F JOHN SCARLETT I TM 645 ((A)) 9 MST. 0: 16559 ZONE: 52 USE: SFR I N/F ROBERT D. 4 I SYLVIA T. JOHNSON I TM 645 ((A)) 10 I INST. 0: 22129 ZONE: 52 USE: SFR N/F BIPM B. 4 vINA B. PATEL TM 645 ((A)) it INST. •- 26165 I ZONE: 52 I N/F BRAWNER CATES III 4 JUDITH B. CATES TM 645 ((A)) 12 D.B. 401, F G. 31 ZONE: 52 USE: SFR PP N3` 2 INV 133L2' GAS VA /E —t1WY HILL Ll - - ROUiE 1310 60'RN! -- D.B. 511, FYa. 316 -� -- - _pcxsTED SPEED 25 MPA n II 1\ o EX. DI ,T I / i/, X. TELE PEt7. R POLE T j h 55 NN=13155 INV. M•124,0' m b NV. OJT=12482' PROF. y' y' x Y� 4 ,q s� d F� Y H*W F4EDGE AT �)X O/ 735 / 731, _ / wV i 34.4 TAFP / , U I /°7 Ex. CP. v IV/ Ic GARBER ICE 1` j / lI ~ NvwL1LIN r \ CREAM COMPANY, INC. Er.. DI � "1 Lin TM 64B ((A)) 13 �� inTe j, w CCICTI I J D.B. 529, FG. 482 ZONE: B2 } �I // / h 'BEND USE: VACANT i TEL E t I b" TEE- �_:,a,_P Ex. UtJeYtiELE. !EklF. /!A {J�1 / GUY IUIRr� ---\ \ ` 13 `' • ..' °""t' y. GARBER ICE .� —\ \-_r Q 31iv CREAM COMPANY, INC. / - .— — -- --, TA 6413 ((A)) 14 _x.DI D.B.494, PG. 40 ZONE: 52USE: MANUFACTURING SHENANDOAH UNIVERSITY TM 645 ((A)16 D.B. '524,, 8. 913 ZONE: 'I 'I USE: VACANT EX. F.N. 2 +09 5 ^^C(� ,. PROP. ^/c 5ERV. i ✓\:• �.. \, 34u �m4, :'•:• `� \� , ;� WINC14ESTER MEDICAL CENTER, INC. \\ 4Q� TM 64 ((A)) 4J \ \ \ \ \ D.B. 801, PG. 231 �,/ - /---- RI~,4L 7 \ \ ` ZONE: 52 ZOf�- @3 r \ USE, CFfICEAVAIREHIQUSE y�6//f�' i� a l ` AREA • 229 AC. \+ 363 PROP. Fl+ 2kl SHENANDOAH UNIVERSITY TM 64 ((,A)) PARCEL A D.B. 914',-FG. ZONE: 53 USE: VACANT 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 P � " as FIRE ll] ■M 135 135 130 130 12'5 135 130 125 a cc W ul Z Z W Q (r) CD � 00 ' a ' �2 WN v+ l\ uj 9 Q) 0 't 4 lL') to U - � N O H OF �o MARK D, `.SMITH � No,022837 'O U z w C WC/) H E W r^-, �'n 0 H ' V1 W F I-1 z O �1 C9 W E­ U Zz w z � W W Q 0� Z V/ 0 crm LL 5+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 DATE: 7/28/06 SCALE: H: 1�� = 50' V. 1 = 5' DESIGNED BY: RAB FILE NO. 2422D SHEET 4 OF 5 06—Ea3 I"x4"x5'-8" SLATS, 2-FINISH NAIL AT TH TOP AND BOTTOM `q 2"x4"x4' BEAM5, TOE NAIL TO POST (m �n 4"x4"x8' P05T5 125" 4 -m cA NOTE: PRESERVATIVE STAIN ON ALL WOOD. 4 CONCRETE FOOTING WOOED aCf;PEENl C; FENCE [DETAf, NOT TO SCALE 0 0 W FORM SAUCER WITH �° o 3" CONTINUOUS RIM w o 40 w' 3" MULCH V _— IIII��IIIIII�IIIIIIII� Ilulln� InIUIIIIIiIII����II ��II�II I=1 1I- -I SPECIFIEDP N LA TING MIX. WATER & TAMP TO REMOVE AIR =IIIIII=III=III=1 III; POCKETS I �, ;III=IIIIII=III=III= SHRUB PLANTING SCALE: NOT TO SCALE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 4 FORM BOARD CT GRADE \ I T--- RENCH �� Hw_ 6" MINIMUM EXCAVATION LIMIT GATE VALVE- TRENCH BOTTOMED & BOXES UNDISTURBED EARTH STONE BEDDING TYPICAL SECTI❑N TEE, WYE, OR PLUG IN LIEU OF WOOD FORMING THE FITTING MAY BE WRAPPED WITH •DENOTES HAND EXCAVATION POLYETHYLENE, AND THE CONCRETE POURED TO COMPLETELY SURROUNDS 'D' = 12" MIN. FOR 10' AND SMALLER PIPE THE FITTINGS AND AGAINST UNDISTURBED SOIL. THE BEARING DIMENSIONS 'D' = 18" MIN. FOR 12" THRU 20" PIPE AGAINST UNDISTURBED SOIL SHALL REMAIN AS SHOWN. SEE CHART BELOW FOR A,B,C DIMENSIONS. CONCRETE DIMENSIONS FOR H❑RIZONTAL THRUST BLOCKS PIPE DIA. PLUGS, WYES L TEES 11 1/4' AND 22 1/2' BENDS 45' AND 90' BENDS -- A H I C A I B C A I B C 6" 1'-0" 0'-9" 1' 0" 0'-9" 0'-9" 0'-9" 1'-3" 0'-9" 1'-9" 8" 1'-3" 0'-9" 1' 3" 0'-9" 0'-9" 0'-9" 1'-6" 0'-9" 2'-3" 10" V-6" 0'-9" V-6" V-0" 0'-9" 1'-3" 1'-9" 0'-9" 2,_6„ 12" 1'-9" 1'-0" 2'-6" V-3" 11-0" I'-6" 2,_0„ 1'-01' 3'-0" 14" 2'-0" V-0" 3'-0" P-3" 1'-0" 1'-6" 2'-6" 1'-01' 4'-0" 16" 2'-3" V-0" 3,_6„ V-6" 1,-0„ 2,_0„ 2'-9„ 1'-01, 4'-6„ 18" 2'-6" 1'-3" 3'-9" l'-6" V-3" 2'-0" 3'-0" 1-3" 4'-9" 20" 2'-9" 1'-6" 4'-0" V-9" 1' 6" 2'-0" 3'-3" 1'-6'" 5'-0" 11 1/4 THRU 90° BENDS GALV.n RODS OVER FITTINGS AND EMBEDDED IN CONCRETE THRUST BLOCKS THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS, FITTING SIZE: ROD SIZE NO. RODS EMBEDMENT 12" & LESS 6 2 30" 14"-20" 8 2 36" FITTING VOLUME OF THRUST BLOCK IN CU.YD. SIZE 11-1/4' 1 22-1/2• 1 45' 1 90' 6" - - - 1.3 all - - 1.1 2.3 101, - - 1.8 3.7 12" - 1.2 2.8 5.5 14" 0.5 1.7 3.9 7.6 161, 0.9 2.3 5.1 - IS" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL NO. SCALE: NONE WD-12 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 2" MIN. 6" MAX. 4" 4" I a e 7 CU. FT. MIN. #57 STONE e. 4" 4 a m UO g. o00 14" o00404 FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY 3 :D _ 0 C)CC Z Lil � Q WINCHESTER APPROVED FIRE HYDRANT 18" SQ - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS —\ _z Q0 BOND BREAKER _/ ONE LAYER #15 FELT 18" STANDARD FIRE HYDRANT INSTALLATION DATE: 9/01 DETAIL NO. SCALE: NONE WD- 8 SCREW TYPE ADJUSTABLE VALVE BOX GATE VALVE A CONCRETE THRUST BLOCK HYDRANT TEE CITY OF WINCHESTER, VA PRECAST VAULT BY THE CLEAR FLOW CO. OR APPROVED EQUAL. DEPARTMENT OF PUBLIC UTILITIES AMES DOUBLE DETECTOR CHECK W/ METERED BYPASS OR EQUAL. SUBBASE UNDER VAULT SHALL BE A MINIMUM 6" VDOT #57 STONE. 6" i ALUMINUM ACCESS LADDER 12" N1 6" 11' 7„ 8" F.C.A. N • b DIP OUT 11 11 lq= - -11 12" PLAN VIEW 36"x36" ALUM. ACCESS HATCH �HALLIDAY (SIR- 3636) STEEL PIPE SUPPORTS SECTION VIEW 4" UL/FM CHECK VALVE w/ BALL DRIP 4" x 2 1/2" x 2 1/2 SIAMESE CONNECTION 4" DIAM. VENT w/ SCREENED MUSHROOM CAP N v ff STANDARD FIRE LINE SERVICE INSTALLATION DETAIL NO. SCALE: NONE WD- 7 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 45' PREMANUFACTURED TEE OR WYE SPRING LINE 5000 PSI REINFORCED CONCRETE 6" DIAMETER BLOCKOUT FOR DRAIN DATE: 4/01 CURB F u ¢ CLEAN H STA( CAST IRON CLEAN OUT CAP WITH BRASS PLUG. PANELLA MODEL PA4SV-CSK (4") 'DR 21 PANELLA MODEL PA6SV-CSK (6") INVERT OF HOUSE CONN. TO BE AT CROWN OF SEWER STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. LATERAL CONNECTION SS-4 SCALE: NONE a z W W z z LLI o In a 'tlo CD tab �> I rn � o x W �Q) 4� U7 C\2 0) �' W ho U , L j �C L\ N O Z W � z C W zoo C0 U H U) z w a z a W a w x x W a a CD a co � Q co � C\l � rl- co yTH of yr MARK D, `.SMITH � No,022f337 W O NAL d z w C W r�H• CO cr a, z' E- O W !- <!� Z Wowo Y—i E-( U � Zz U W W -jI W Z z � cc w LL DATE: 7 /28 /136 SCALE: N/A DESIGNED BY: RAB FILE NO. 2422D SHEET 5 OF 5 06-63 GENERAL NOTES VOOT CENERAL NOTES LEGEND VICINITY MAP 0 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held g Y P 1 P with the Developer, Count), Representatives, and Representatives of the Virginia Department of Transportation VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT) g / P P responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of tans 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 materiel shall be removed from the construction limits of the roadway before placing embankment. Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. 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, 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 b VDOT. An additional expense incurred as a result of an field revision g Y Y Y P Y 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. EXISTING INTERMEDIATE CONTOUR - - -- - - ` -330" -- -- - ` EXISTING INDEX CONTOUR "---------•-.- r ____v____-.____ 330 PROPOSED CONTOUR 400 EX E P EXISTING EDGE OF PAVEMENT --- _- __� PROPOSED EDGE OF PAVEMENT PROP E/P EXISTING CURB AND GUTTER --_ -- - _ EX C&G _ -' PROP C&G PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R CG-6 CG-6R EXISTING TELEPHONE LINE - - �� - - --- - T --- - - - T - - - PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15" RCP .�am}yp { ••Z.w -. R S""• � ..��-Li �Y.�n,.,.t.. ,:�.: h:4 i _ M w_x ' " ' PROP. 15 RCP PROPOSED STORM SEWER -' EXISTING SANITARY SEWER _-. . .. _._- _ _ _ _� S_ ____ PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE - E -- - - -- E - -- - - E - - - PROPOSED ELECTRIC SERVICE E SCALE: 1" = 2000' Z ii■ W Z C\1 o LO 00 C�2 ,-, > � 't 2 1 0 a a� CQ co 0 g ~ � Y J 1 rn cu • 4 o I � " > `� CQ co x CQ W $. � o of W U 4 0 p r.� H ¢' GIT1' OF WINGNE5TER ,y �1//wo 4)'ti ocy �, ` �;/ �J \ ,_ - - �- �' - `.�=. '�' �� S� ) / " U _ CJ � 'i' 0 u SHEET INDEX COVER SHEET 1 EROSION &SEDIMENT CONTROL 2 GEOMETRY & UTILITY PLAN 3 PLAN/PROFILE SHEET 4 WATER/SEWER DETAILS & WATER/SEWER PROFILES 5 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. 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 EXISTING GAS LINE PROPOSED GAS LINE G PROPERTY LINE ��� �.��� FLOW LINE -� - -' - -�- - -'- FENCELINE ---- - _ -- X - - X ----- X - ^' t~ s N a0i y, a n4 W � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the 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 :,hould 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 ravesites are discovered during construction, the owner and g g 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. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM--D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 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. 24. All utilities to be located underground. 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. 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. b Workshall cease in that vicinity until an adequate design can be determined by the engineer and approved Y 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 P / specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by thedeveloper 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 POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE - -W--- - --- -WJ •-- f-14a•-W-- --- - T PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT EXISTING WATER VALVE _ ..-�.p._- _- _-..,�r�...,�;� ._._...._V�- _... _ PROPOSED WATER METER W 0 PROPOSED REDUCER a - STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 HANDICAP P'ARIING VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE ---- - -- - ---- --- CENTERLINE - - EXISTING SPOT ELEVATION X7354' PROPOSED SPOT ELEVATION X 35� EXISTING TREE LINEJ� ^-' Z J W R; H Z W �Vl � 0 � z Q. W 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 PROJECT INFORMATION PARCEL IDENTIFICATION NUMBER: 64-((A))-4E STREET ADDRESS: 321 FRONT ROYAL PIKE TOTAL AREA: 2.29 ACRES PROJECT AREA: 9,000 S.F. CURRENT ZONING: B3 CURRENT USE: WHOLESALE, OFFICE WAREHOUSE BUILDING HEIGHT': MAX = 35' PROP. = 25' BUILDING SETBACKS: REQUIRED PROVIDED FRONT 50 72.77' SIDE 15' 16.2' REAR 15' N/A PARKING SETBACK: 5' (ALL SIDES) SIGNS: EX. FREESTANDING (NONE PROPOSED) OUTDOOR LIGHTING- EX. BUILDING MOUNTED, PROP. BUILDING MOUNTED AS SHOWN ON PLANS. ALL LIGHTING TO BE SHEILDED TO PREVENT GLARE ON R/W OR ADJACENT PROPERTIES. LANDSCAPE CALCULATIONS F.A.R. CALCULATIONS REQ. LANDSCAPED AREA: 25, REQ. F.A.R. : 1.0 2.29 AC. x 0.25 = 0.57 AC. 0.51 AC. BUILDING / 2.29 AC. = 0.17 EX. LANDSCAPED AREA = 0.65 AC. W E- q o CO co OF . 1 U MARK D, SMITH �v No.02283 77 W ��sI S S ZONAL • _ SUR VEY AND TOPOGRAPHIC INFORMATION 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. PARKING CALCULATIONS GROSS FLOOR AREA REQUIRED: PROPOSED WAREHOUSE = 5,220 S.F. •• co 1. Boundary survey was performed by: V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be P P P P submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. 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-l. 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 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. Dated: 2• Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 2006 (Year) 3. Aerial topographic mapping performed by: _ Dated: OFFICE - 1 SPACE/250 S.F. PROPOSED WHOLESALE - SHOWROOM = 8,632 S.F. 4,500 S.F./250 = 18 SPACES PROPOSED WHOLESALE - COUNTER SALES - 3,780 S.F. WHOLESALE & WAREHOUSE - 1 PROPOSED OFFICE = 4,500 S.F. SPACE/EMPLOYEE TOTAL AREA = 22,132 S.F. 10 EMPLOYEES = 10 SPACES TOTAL REQUIRED = 28 SPACES OUTDOOR STORAGE EX. OUTDOOR STORAGE AREA TO PROVIDED: REMAIN SCREENED FROM R/W AND TOTAL EX. SPACES = 29 ADJACENT PROPERTIES WITH EX. WOOD BOARD FENCE HC PARKING REQUIRED: 26-50 TOTAL SPACES - 2 HC SPACES PROVIDED: EX. HC SPACES = 2 LOADING SPACES REQUIRED:co OFFICE AREA: NONE REQUIRED WHOLESALE AREA: 1 SPACE/40,000 S.F. PROVIDED: E-4 1•4 � Gy co E=' cc �� O �4 E-i w H <� W Q E� U M W Z Z� 0 �� f2t4 m Q ail W Z O Zn D D WNERS CERTIFICATE The foregoing Site Plan of the land of Wolseley Real Estate is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPRO VAL FIRE MARSHALL S NOTE FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. RS FROM THE DATE OF PLANNING APPROVAL 1 PROP. LOADING SPACE TRIP GENERA TION DATA Project project Number: FERGUSON ENTERPRISES, INC. 2422D W CLASS USE GROSS S.F. EMPLOYEES TRIP RATE VPD 710 GEN. OFFICE 4,555 1/24.39 SF 187 u Magisterial District: Date of Plan: (Month, Day, Year) 150 WAREHOUSE 10 3.89/EMPLOYEE 39 SHAWNEE 7/12/06 * TA EN FROM ITE TRIP GENERATIO 7TH EDITION TOTAL 226 DATE: 7/28/06 Owner: Address, Including Zip Code & Telephone No. 12500 JEFFERSON AVE. UTILITY CONTACTS WOLSELEY REAL ESTATE, INC. NEWPORT NEWS, VA 23602 757-874-7795 SCALE: N/A 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: ENTEPRISES, INC. Address, Including Zip Code & Telephone No. g P P 321 FRONT ROYAL PIKEFERGUSON WINCHESTER, VA 22601 (540) 667-5775 DESIGNED BY: RAB FILE NO. 24221) HANDICAPPED PARKING NOTE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 SHEET 1 OF' 5 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 06-63 Z CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) �. \ II Ij 1. SET POSTS AND EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. uj \ Z i Q r — W co > CQ 00 - y FLOW III III .yy M •� '^ �� y W ^ ,� �w i / / 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. z x' � � W u � � I � ,y <U � V iH t* % � � t; c a r ,2 �j F 15 �''\ FLOW � �.n Ub �1 Tn / I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ALTER FABRIC q1� �� � WIRE S :Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 O r3,,5 - --. / / w. ER0510N/5ED IMENT CONTROL LEGEND NO. KEG' 5YM50L DESCRIPTION / // r• �/ y\ /' // r _ r, _ _I ��- _1 ``" --�,.�1 \ \ ., "I \\ \ SILT FENCE ! �< I ' f � \ l i ! 1 ,� ! ! ''� �• / w ' '� r PROJECT DOES NOT INCREASE IMPERVIOUS AREA OR "OFF - NO STORMUTATER MAN�T REQUIRED L C.G LIMITS OF CLEARING 4 GRADING DRAINAGE DIVIDES W Q o f \ \yREP 13LELAND II II ISTI,I D RBE R MARK D, SMITH It NO.022837 W / \ \ \ 1``Gy.��,"y `�`';�a •`�, f i%.. ..! V `�x ae �`+/� NAME 1� ' e p V I �,(/l1 1. CERTIFICATION: DATE: IONAL doh THE RE5PON515LE LAND DI5TURBER 1 15 THE PARTY CARR�'IN6 our THE RE5f ON516LE FOR LAND D15TUR5INC� Z ��� ,�. ,.�9' AREA ©F PAVEMENT `\ TOTAL AREA TO °IL.T FENCE = 133 AC. ! A `�. � TO BE TOYED " \ . D ISTUR5ED AREA = .32 AC. ; m NO INCREASE IN IMPERVIOUS O� w -- ACTIVITY A5 5ET FORTH IN THE PLANS. w -AREA sub ° rRi,Bur p op E CC H Q I, / �`' ' ��f /� /� � ,.�•-i� I•...�rtY Y vy r. 'Y I•Y 'Y"�+•y�r..vi y'n:,�y..�� _._._.._ � .. -_._.___ ". "'+. / .\ "ww.. `+.... /p �._ ._ �_ ` \`J�y) \�\ �\\ � � � � !"Y -em s __ ._% d a l �\ ll �� �� -__� ` _- _ _ \ — — _ _ ,_ +'' ' " "` " ` „ ✓ \� � , — - . r s/ .. _. — — _ l �...1.r4.,�,.., : \ + ..r �� ,^s. v^rw<„�„•�. �r ,.,`�y L s°tii,, .,. r .""`°..'" ......,... ... ._.......-7,�Ir�,ij ...,.'�. ` .,.. \ - x z C3 TT , _...1__ ` f+v..l.,.fa.,i ice/ / o LL 50 15 0 50 60 DATE: 7/28/06 SCALE: 1" = 30' SCALE: 1" = 30' 86�HEET FOHmmw"" Eomffl4"" '0� HUbA& M I \4 Uf "N N U E D E"T "N u DESIGNED BY: RAB FILE N0. 2422D SHEET 2 OF 5 06-63 I N/F JONN SCARCE?T I TM 645 (lA)) 9 INST, 0: 16559 ZONE: 52 � USE: SFR � NSF ROBERT D. d � SYLVIA T. JONNSON I TM 645 (IAJ) 10 I INST. ": 22129 ZONE: 52 USE: SFR I I N/P BIPIN B. t MINA B. PATEL TM 645 (lAJ) II � INST. M: 26165 � ZONE: 62 USE: SFR N/F BRAWNER CATES III d I JUpITH B. CATES I TM 645 ((A)) 12 D.B. 401, PCs. 31 ZONE:62 � USE: SFR � - - _ - - PF N35 2 INV 133.62' Ex. CzAS VA E � IUINDY HILL L,4Nt " _-- -- __ ROUTE 1310 r 60'-R/W -._ D.B. 511, PG. 316 - -- ---- - -- - ---- ----- _POSTED SPEED 25 M.P_N. STOP SIGN GARBER ICE EX. 61 CREAM COMPANY, INC. TM 645 ((A)) 13 n- D.B. 529, PG. 482 ZONE: B2 -- c — _U E: VACANT --- E 142 C _ ►�i X. D GARBER ICE -� �CREAM COMPANY, INC. TM 64B ((A)) 14 \ D.B. 494, PG. 40 � ZONE: e2 _ N 11 USE: MANUFACTURING � II �r EX. BLDCx i II (- (GcARBER'S I II ICE CREAM) I II N ` \ , EX. ENTRANCE EX. IS" CMp EX. DIAb / X. TELE. �Oq PED.�ti� In j'429. OWER POLE o�. EX GG-12av =�3 t \ INV. IN=124.51 INV. OUT=124.02 v... \ PROP. 3' HIGH HEDGE (ALL OTHER LANDSCAPING IS EXISTING) 19 goeAz Lu r � �✓ � Tom''- ' 7 4 -- - - / �. � \ �� '� '��� '�� j EX. 61G�3 c / KNOX BOX FOR TP.D.-ACCEss �; 731 ;, N ? / I / / I ; 0e \ PROP. WATEOv R O� �n EX. DI p ! / I qp 33. EX I\RAMP TO BE �� PROP. CONC. REmoVED # (f iv, W;Q' vi ' �% `' STAIRS 1� • Q �k /`, �\'I �`� � �@ DOCK CXTENDED ,� ( �• ' / / !� cry - / '•... .' / �� 34.4 EX_ DUMF5 T Ef� \ Q• N': 'EX CCU- 2 QO 12'a8" ( J ! / I �thf �� EX. CJ. "�:.. X. WV TAPPING! �`� I / / 1 .� l � PROP CONC ENT f PROP. CO C. o �, N. SLEE/NE E ` 4 / / r, / 24 / 34. STAIRS RAMP ��Dk VAL BE / >) / LOG. �04 MOUNTED -� ` s z LGT. � PROP. OFFICE AREA 34 . 4 35 / ��-I� ' �� ��DOCK35 /� , : .•";.:' � ` y� �. �p X 6'�FI ! / SINGLE STORY DOORS T.B.R `� o . CONC. `� U1INCHESTER MEDICAL CENTER, INC. / / BRICK AND METAL FRAME RJR P VINE .'°TM 64 ((A)) 4J IRE LINE / FF=138.45 STAIRS W/4 x6 34' 1 �` HEICxHT=20',,��''' . LANQING/ 9 VAULT O'BLDG.`� D.B. 801, PG. 231 ' \ �—MOUNTED ~�' \ /�SIAME$�E \\ DOORS \ LGt. �UOLSELEY RE,4L \ \ ZONE: B2 I / CONN CTIO m l F'iQ TATItINC. \ ``�� I PROP. WHOLESALE SHOWROOM °'� IQ) PROP. OLESALE/ C �p /?k4s, 58 ' ''�\ USE: UJAREHOU �I� D B. `1 "� PG. 593 ., /,�/ 45 \ WAREH�6IBE AREA Sp�C ZORt 53 ` U ® � ,�' PROP. f F'138.45 a USE: OFFICE/IUAREHQUSE T — _ END QP FH \ `�= �� PROP./HEIGHT=2@' oo@ AREA = 2.29 AC. ,u ELE l/S3 �o �c \ / k \ '\ „® PROP. 20 J �FROP. DUMPSTER 3 E, WV — -`— �� , WATER ESMT. ,,� \ 12 O.H. DOOR � \�i- _4 / r / % OWER P LE 8„� V T€� V ��� �01 Z0, 6MATCH PROP. STORAGE UTDOOR WV / I / / 1�� Ex. UCxE� \ DOOR O BLDG.c;�, \ 6 , MOUNTED PAVEMENT TO GUY WIRE \ ` 3113 1✓ _ .�,Y ? GRADE ` ,LGT. 3 x \ ,\EXISTINCx _ _ _ _ sl�f �-- 8� PROP. GONG. '3 8"x6" REDUCER �- _EX. DENSE 5RU5H NDE�GROWTH �3 y '-_PROP. FH ASSY. ! / vDOT 5 fARKIN SET BAGS `_ _" -.%3' \ � 7 .,., 3185 END /5 B - P. AN E 31 / / / ! I EX. TREE) /it /pF / �/ O � � \ \1 ! f — — , / ''� �,. ''f.-...—•�-'" ..... NAIL FND IN 1 / 11' SHENANDOAH UNIVERSITY �° w ` .,- / �\ 4 CONC MON TM 645 ((A) 1(o D.B. 924, PG. 913 ZONE: 53 U5E: VACANT EX. F.N. UTILITY NOTES: I. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 2. GAS LINE LOCATION APPROXIMATE. CONNECTION TO MAIN TO BE COORDINATED WITH SHENANDOAH GAS. 3. WATER AND SANITARY SEWER SERVICE ON THIS 51TE PROVIDED BY THE CITY OF WINCHESTER. 4. SANITARY LATERAL CONNECTION TO EX. MANHOLE TO BE CORE DRILLED AT TOP OF BENCH. CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE TANGENT CI 13i9.40' 335.26' 334.44' N 21°14'09" E 13°55133" I(o&.46 ' 1 I \ i 5HENA4 DOAH UNIVERSITY ,! TM 64 Y(A)) PARCEL A , D.B. z) PCI. -z I ZONE: 53 USE: VACANT c• 15 • 30 .• M15C. NOTES: I. ALL REQUIRED EGRESS TO COMPLY WITH ADA STANDARDS. EGRESS ROUTES SHALL NOT EXCEED 5% IN LONGITUDINAL SLOPE NOR 2% CRO65 SLOPE. 2. EXISTING WOOD SCREENING FENCE AROUND REAR OF PROPERTY TO REMAIN IN PLACE AND BE REPAIRED AS REQUIRED TO COMPLY WITH FREDERICK COUNTY ZONING REGULATIONS. 3. ALL OUTDOOR LIGHTING TO BE 5HEILDED AND COLORED AMBER TO MINIMIZE LIGHT POLLUTION ON AIRCRAFT. 4. FIRE PROTECTION TO BE PROVIDED TO EXISTING AND PROPOSED PORTIONS OF THE BUILDING BY SPRINKLER SYSTEM. a Z — W W Z Z WCQ 0 > � � I~ a .� Cl2 Co U ' Z~' 't�'' x �� Lu 0 � ►o to cA 0 � �a� a —1n E-Pc.. WU) v o tn w v�i H o A c TH K D. SMITH No.022837 W k4Z-llvAL �`�� d Z Cw W �' co E, CC z U) Q > W U1 Q H G ,_4 1:24 E-" Z �D w O Zo�L) J � Z z w 0 � w cl) x m U� 0 oC W u DATE: 7/28/06 1 SCALE: 1" = 30' DESIGNED BY: RAB FILE NO. 2422D SHEET 3 OF 5 06-63 N/F JOHN SCARLETT TM 645 ((A)) 9 INST. �: 16559 l" ZONE: 52 USE: Sm Ek. _ / O N/F ROBERT D. t 1 // /I � 3 ' SYLVIA T. JOHNSON 1 TM 645 ((A))10 INST. t: 22129 I // !/ �! �� ' Px. TELE- ZONE: 52 USE: SFR I i �1� I , i29. R POL5emH."13I55 (Nv.IN.124131' oy MV. CUT-124,62' PROP. O R LAND. 18 N/F BIPIN B. t VINA TM 645 ((A))11 !! w / INST. �: 26165 w I � � ZONE: 52 �� _ - X' - - - _ - �/ \\ USE: SK " w e rr /���rt ! m�' a.�/` 4l v- �JO � -`' ,`„ / �•' ` � 7..�� &s+.'V, F15' N/F BRAUNER CATES 111 Q� \� 2+09b �,@ `6�% JUDITH B. CATES �� / ! _ `� t' TM 645 ((A)) 12 � `� �/ \ i l D.B. 401, PCs. 31 I T h � r N ,t � � �! � � �. \ 1 PROP. WATE �/c / SERV. ZONE: 52 I rx. DI USE: SFR I Al- 1 INV Ir. Q Ex. GAS VAI, //��� IP - - - ------ -- ---- - ---- -- �, ... WV TAPP ti r •/ / % ^' ` EX. Ch. ;''' / \ p✓,r' �,, , l C ,`\_ \ `` a 2ka° WINDY H11�310 `- - \ \ \ —--._P2STEI BPEED 25 MP1L / , / Nk - - - _ bfFl l,`. �4' •• \\�`��` •� WINCHESTER MEDICAL CENTER, INC. TM 64 ((A)) 4J GABBER ICE / f (\ t ffIRE LINE e L \ ` . \\ \ e, D.B. 801 PCs. 231 vAWCREAM COMPANY, INC. rI Ex DI �' / �� ,/� /� _ // 9IAME I r.. \ \ " \\ .56 \ �� �����\� �. ` ZONE: B2 TM 645 (IAJ)13 R`' +li l$ I -_j \INIC, D.B. 529, 11 / ,, 1+21.56 , pB.zvsa, PG 593 \ 7 USE: ZONE: 132 /%% t / U �` _ _ t w 'w.. ✓ 3 \ USE: OFFICER W)WH BE-- VAC1T /L / // / Q iq� TELPROP. 20, AREA • 229 Ac. E E ._.iW tF D_ - _ `- 8 . ���.a UL4TEREBMT. v "I OWERP LE V �`�` y fie. r' \ i v ---\ \\ L\ Ex U3ET�tiik . '� rir / ELE. /1 O+gC� (O— — \ — 1\ 9: a?. GABBER IGE� I � � — — — — ` wvy�, ��. 8'xb• REDUCER -a _ _ _ PROP. FN ASSY. CREAM COMPANY, INC. '- TM 645 ((A)) 14 D.B. 494, PG. 40 ►n _ l !I -- -.. Ex. rrun� - ..'•..'Y"" ` ,- / _ _` \ . — x ZONE. 52 �l l \ ^^^ ^ /,� _ , = •�.,,,.. .�, �- _, - - 1 USE: MANUFACTURING- ___11 / SHENANDOAH UNIVERSITY A TM 645 ((A)16 11 D.B. 924, PCs. 913 ► i / '� 11 11 ZONE: 53 1 j i SHENANDOAH UNIVERSITY \`\ USE: VACANT I TM 64 Y(,A)) PARCEL A D.B. 924; PG. 913 ZONE: 53 Ex FH USE: VACANT a z r_ W W Z Z W `D � L7 C\2 N CO '� E a U c� 14 � CO '0 mg 0 U Lill Z InL �' .t x Q) u;) c\j LO tag Ln � 'y �C rH a) o W Ul w cn E� z w � � 0 0 0 ZU O z z 56 W � W W a a a a cn E, VJ Go c\j Q rn c FM"KD, ITH No, 022837 _0 SIGNAL �'� 0 Z w cl) W E, H Q di 01.4[-4 W r—i �ZZ��_ w Z m w W Q o cj) 0 cr w LL DATE: 7/28/06 SCALE: H:V. 1'' = 5� DESIGNED BY: RAB FILE NO. 2422D SHEET 4 OF 5 06-6� WOOD &Ci EENING PENCE [DETAIL NOT TO SCALE 0 0 l.� W Coo � 0 FORM SAUCER WITH 0° 3" CONTINUOUS RIM w o o° (,� 3" MULCH ,__='''Illllllllllllllllllll uu"""'�� �""" "I��IIIIIIililllllll III';''I I=1 I I— I —I ;III SPECIFIED PLANTIN MIX. WATER & TAMP TO REMOVE AIR =III=III=III=III=1 =I POCKETS I �, ; III=III=III=III=III= SHRUB PLANTING SCALE: NOT -1-0 SCALE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES • WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE EXCAVATED TO A MMIMIMUM OF 8" BELOW THE BGITOM OF THE PIPE AND BAC*-ILM WITH BEDDING MATERIAL FREE OF ROOTS, DT: W R: STONES • WHERE SUBCRADE IS UNSTABLE. PIPE SHALL BE BEDDED ON A MINIMUM OF B" BEDDING MATERIAL • BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY .. REPLACE SURFACE IN KIND STANDARD STANDARD BEDDING DETAIL DATE: 4/05 DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS — 1 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES VDOT CLASS 21A BACKFILL PLACE IN 6 INCH UFIS, OOMPACIID TO 8SX OF MAX IMUM DRY DENSITY VDOT CLASS j 57 BEDDING • WHERE THE TRENCH BOTTOM IS ROCK, IT SMALL BE EXCAVATED TO A MINIMUM OF 0" BELOW THE BOTTOM OF THE PIPE AND DACKFILLED WITH DECIDING MATERIAL FREE OF ROOTS, DEBRIS h STONES • WHERE SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL • BACKFU TO BE PLACED IN IV' LIFTS AND COMPACTED TO BOX OF MAXIMUM DRY oEN51IY REPLACE SURFACE IN KIND STANDARD STANDARD BEDDING DETAIL DATE: 4/05 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS — 2 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES GRADE T� I-".•— 6" MINIMUM b" MINIMUM _ti_ /NACH➢NE EXCAVATION LIMIT FORM BOARD (TYP.) TRENCH BOTTTXi—� GATE VALVE UNDISTURBED EARTH BOXES STONE BEDDING TYPICAL SECTION TEE, WYE, OR PLUG IN LIEU OF WOOD FORMING THE FITTING MAY BE WRAPPED WITH -DENOTES HAND EXCAVATDN POLYETHYLENE, AND THE CONCRETE POURED TO COMPLETELY SURROUNDS 'D' - I2'• MIN. FOR 10' AND SMALLER PIPE THE FITTINGS AND AGAINST UNDISTURBED SOD., THE BEARING DIMENSIONS .D. a 18" NDL FOR 12•' THRU 2011 PIPE AGAINST UNDISTURBED SOIL SHALL REMAIN AS SHOWN. SEE CHART BELOW FOR A,B,C DIMENSIONS CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS PIPE DIX PLUGS, VYES I TEES 11 1/4' AND 22 1/2' BENDS 45' AND 90' BENDS -- A B C A B C A B C 6" 1, 0„ 0,_9„ 1, 0" 0,_9„ 0, 9„ 0._9„ 1'-3" 0,_9„ 1,_9„ 8„ 1'_3•' 0,_9„ 1'_3•' 0,_9„ 0,_9„ 1'_6" 0,_9„ 2,_3„ IV' V-6„ 0,_9" 1, 6„ 1'-0" 0' y, 1'_3" 1,_9„ 0,_9„ 2.±„ L2'• 1,_9„ 1•_0„ 2, 6„ F_3„ 1'-O'' F-6" 2•-0" 1'-0" 3•-0" 14•, 2'_0'• 1._0„ 3,-0„ 1•_3'• 1.,_0„ 1'_6" 2'_611 1'-o" 4, 0„ 16•• 2'-3" 1 1'-D„ 3,6,. 11­6" 1,-0„ 2'-0" 1 2,_911 1'-W, 1 4,-., IS" 2' 6" 1 1'-3" 1 3,_9„ 1 1' 6" 1 1-3" 1 2'-0" 1 3'-0•' V-3" 4,-9„ 20" 2,_9„ 1, 6" 4'-0'• 1 1,_9„ 1, 6" 2,_0,. 1 3•_3" V-6" '3 -00" 11 1/4 THRU 90' BENDS GALV.n RODS OVER FITTINGS AND EMBEDDED IN CONCRETE THRUST BLOCKS FITTING SIZE ROD SIZE NO, RODS EMBEDMENT V. L2" & LESS 6 14"-20" 8 2 36" CONCRETE VERTICAL BENDS FITTING VOLUME OF THRUST BLOCK IN CU.Y➢. SIZE I1-1/4' 22-1/2SIZE 22 45�90' STONE BEDDING - 1.3 14 23 THRUST BLOCKS FOR VERTICAL 10" - - 1.0 17 UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 12" - LE 2.8 as 14" 0.5 L7 3.9 7.6 I6" 0.9 2.3 5.1 - 18•' L4 32 6.3 - w, 22 45 72 - STANDARD CONCRETE THRUST BLOCKING DATE: 9/01 DETAIL N0. SCALE: NONE WD-12 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 2 MIN. 6"' MAX. vvv• sr Ivi 7 CU. FT. MIN. #57 STONE FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY o� 3 � x a V z Ld Ce Ld WINCHESTER APPROVED FIRE HYDRANT 7' 18" SQ - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS vvK41 ««v« VfvOf ::•? z_ SCREW TYPE ADJUSTABLE VALVE BOX o;o;m;o;aD°D° �D�D� °°°D°D°D°D°° GATE VALVE °°o°o°o°O° oDoD°ooDoO°D 0 0°O D D D D D 'o p DOD D D°O o°D°D°Do0°O° foODOo0o0o0 o�GaG°°O000°OOMl O°O ° o000o0°^°Goo DDD • O°O 4" ° " 1 • °G0000non°o°ooc° 000 •: .. �. o°o 0 0 0°o O°o°O°O°opD°Oo0°OOloo. I. oo°oa°oo°oo°o°oo°G00000°oe°oo°o BLOCK 1 4" o°oo 00000000 D000°o 00o a o THRUST goo D°oo0°O°Oo0°O°o°°°O°O.2 1.0°oo0°Oo HYDRANT TEE G0000pD 000po°°Oo°oo°o°Goo°o BOND BREAKER 18" ONE LAYER #15 FELT STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION DETAIL N0. SCALE: NONE WD- 8 STANDARD DETAIL NO. WD- 7 CITY OF WINCHESTER, VA PRECAST VAULT BY THE CLEAR FLOW CO. OR APPROVED EQUAL. DEPARTMENT OF PUBLIC UTILITIES AMES DOUBLE DETECTOR CHECK W/ METERED BYPASS OR EQUAL. SUBBASE UNDER VAULT SHALL BE A MINIMUM 6" VDOT 157 STONE. 11' 7" 8" F.C.A. a b dP OUT , DIP OUT PLAN VIEW 36"x36" ALUM. ACCESS HATCH �HALLIDAY (SIR- 3636) — I J ALUMINUM CCESS LADDER m • b b V 2u 6„ _ m STEEL PIPE SUPPORTS SECTION HEW 6" DIAMETER BLOCKOUT FOR DRAIN FIRE LINE SERVICE INSTALLATION DATE: 4/01 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES PREMANUFACTURED (—TEE ITR WYE 45' 4" UL/FM CHECK VALVE r/ B,ALL OR1P 4" x 2 1/2" x 2 1/2 SIAMESE CONNECTION 4" DIAM. VENT w/SHSCREENED MUROOM CAP 5000 PSI REINFORCED CONCRETE CAST IRON CLEAN OUT CAP WITH BRASS PLUG. .DR 21 PANELLA KODEL PA4SV-CSK (4') PANELLA MODEL PA6SV-CSK (6'7 INVERT OF HOUSE CONK. TO BE AT CROVN OF SEVER SPRING LOVE STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. LATERAL CONNECTION SS-4 SCALE: NONE a z W W z z W Q C] � >0 Q7 C co c\2 cc C.) 3M t1D 9 I rn � W. x L0 CQ W � � a) W � 0�� to tw In In w ^ ;• $. N O O J1 t9 y G. E- E- E- z z z a� U o z � o 20 W W cn z z z W z z z W W a r >- a r� W U U w a w w a a a CD E- 0 co co Do A co aA TH Opa ; MARK D, SMITH N0, 022837 P SIGNAL • U ML co coH E cc M--1 ✓ OEl W 0 Z Z W W -i � (� Q Z in W Z Q Ow Q4 c 0 w LL DATE: 7/28/06 SCALE: N/A DESIGNED BY: RAB FILE NO. 2422D SHEET 5 OF 5 06-63 .y .i . �� �.