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Home My WebLink About45-00 Bandit Karts III (Self Service Storage) - Shawnee - BackfileGENERAL NOTES VD0T CENERAL NOTES LECEND VICINITY MAP a EXISTING INTERMEDIATE CONTOUR - - - - - '--332-------`-' SCALE 1 " = 2000' /� r Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR ""` "--- °-••--..330 --- ---- "•� -- ■Wi County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion PROPOSED CONTOUR 40 q� W and Sediment Control Regulations and any other state, federal, or local regulations 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P ¢� Z must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P - relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX G4G�- CITY OF Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP c* WINCHESTER (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER N W 0 0 V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, �_� TRANS, CG-6R `ti W 00 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. p TRANSITION FROM CG-6 TO CG-6R �'"`-� 64 It required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's ns CO 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE �`�'' ro p w with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T 4 Aj'CQ au 1 rn VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT) g / P P V4. Design features relating to construction or to regulation, control and safety of traffic may _ �� EX. 15 RCP ��o Z x responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary b VDOT. J g Y Y EXISTING STORM SEWER 15 RCP 0�, 0 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. ,� D 4 I V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER �f W p (a 0 6. Ana roved set o! lens and all applicable permits must be available at the construction site. Also, a PP P PP P land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER 9a; 40 .ci 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 V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER (L ■ H Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE P -- WESTVIEW SUSINESS o contractor, various County agencies, utility companies and VDOT prior to initiation of work. .. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE CENTRE 0 ■. �'; embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE ,. n than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q P P P Y Y g' g PP Y PROPOSED GAS LINE 0 0 w 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the UJinchest 1L e � on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance j p y g PROPERTY LINE Airport , A ©� in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE .._ .,.�.....� ...®...r....®....®... "Q � s victory Lane 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained ��,fj be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE -� �q,. CJ TE Z Z one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during q g t3 � \ „o W W and at the end of construction. EXISTING TELEPHONE POLE (� � 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to dj O LL�L entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take VI 0. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE -- - w-- - -+1+- --- Independence Drive = whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE -ram W U_ }- condition at all times. Zo 14. Notification shall be given to the a ro riate utility com an prior to construction of water and/or sanitaryO g appropriate Y company P / V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT - W O O sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROJECT IMORMA TION U u sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE --- ---u► -�--- w --- F 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® W � F.A.R. CALCULATIONS: standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. P P EXISTING REDUCER --- �-- e�-. -- REQUIRED: PARCEL IDENTIFICATION N0. TAX MAP 64 ((A)) 159C2 d) d) 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER -- STREET ADDRESS: T T Z LL W 00 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall -Q PROVIDED: O prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing " be compacted in 6 lifts to 95% of theoretical maximum density as determined by STOP SIGN TOTAL AREA: 13400 ACRES 026 AC. 5LDG1134 AC. _ 020 � �1 p d) d) �. utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width dedicated At the direction VDOT Inspector HANDICAP RAMP (CG-12) � � j PROJECT AREA: 1 ACRE DISTURBED 6 13 (� 1 j of any street right-of-way. of density tests DENOTES LOCATION OF SID VDOT AREA: 1 ACRE QR055 F 00 R J Q 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-t2 ANDOR JURISDICTIONAL CURRENT ZONING: M-I result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD P CONSTRUCTION CURRENT USE: VACANT SELF STORAGE = 4,000 5F 00 final VDOT approval. PARKING INDICATOR Q PROPOSED ZONING: = w A 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 PROPOSED USE: OFFICE AND FABRICATION Q M must be provided to Frederick County prior to issuance of grading and/or site development permits. VI 4. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans AND SELF-SERVICE STiORAGE TOTAL = 11,500 5F B and further where determined necessary by VDOT Inspector. TEST PIT LOCATION A ® A 19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDING SETBACKS: REQUIRED PROVIDED project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING FRONT: 15, 98,4' SIGNS: PLACED ON BUILDING shall meet VDOT minimum design standards and is the developers responsibility. �, SIDE: 25' OUTDOOR LIGHTNING: PLACED ON BUILDING 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 25' 292' in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 OUTDOOR STORAGE: NONE PROPOSED engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE PARKING SETBACKS: acceptance of work. Unit and total prices may be obscured. FRONT: 25' 25.0' _ 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering SIDE: 5' 23B, - at (540) 662 4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement be installed the developer EXISTING STREET LIGHT -I- REAR: 5' N�/A BUILDING HEIGHT 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must by or, at VDOT's discretion, by VDOT on an LANDSCAPED AREA: MAXIMUM = 60' proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b are registered P PP ' Y Y g account receivable basis. PROPOSED STREET NAME SIGN 1_ T LANDSCAPE CALCULATIONS PROP. HEIGHT a 20' professional engineer and results submitted to Frederick County prior to pavement construction. If a LOT AREA = 55,310 SF INTERIOR REQUIRED: WJ geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT REQUIRED: 25iie LOT AREAz14,5133 SF I SHADE TREE PER 10 SPACES DEVELOPEID AREA 38,588 SF PARKING CALCULATIONS V 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER O 14 SPACES/10 SPACES = 2 TREES PROYIIDED: 19,482 SF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement REQUIRED: GREEN AREA = 596 OF PARKING LOT Q 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. STORM DRAIN STRUCTURE IDENTIFIER I2 5% OF PARKING LOT = 346* OFFICE: 1 SPACE/250 SF 1,500 SF/250 SF = 6 SPACES INTERIOR PROVIDED: UTILITY CONTA CTS y FIRE MARSHALL S NOTE EASEMENT LINE - - - - - - FABRICATION SHOP: 3 SPACES/4 EMPLOYEE 2 SHADE TREES _ Z CENTERLINE GREEN AREA = 352* SELF STORAGE: I SPACE/5,000 SF ®T Water/Sewer: Frederick County Sanitation Authority Fire lane markings and signage EXISTING SPOT ELEVATION 12D 4,000/5,000 0Z USE I s P.O. Box 1877 "No PROPOSED SPOT ELEVATION s X 12 PERIMETER REQUIRED: TOTAL REQUIRED 10 SPACES = �, < V ►-, " Winchester, VA. 22604 Any Parking" signs and yellow painted curb locations will be installed I SHADE TREE PER 40' OF PARKING LOT > SELF STORAGE REQ.: W CD CC . (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE ` `' �N- -ti -�' ' PERIMETER = 245740' = 1 TREES REQUIRED 1 TREES S' O.C. IN FiRONT YRD. PROVIDED: W E-� � = x 0 EE-4 `P.O. Phone: Bell-AtlanticPERIMETER Box 17398 crrl;,) EXISTING TREE �120'/8' 15" OAK 15" PINE = 115 TREES 14 SPACES7) 3' BARRIER BETWEEN R/W 40' O.C. SIDE 4 REAR YRD. M Q APPROVAL DLOCK AND PACING LOT 400 /40 - 10 TREES HANDICAP SPACES REQUIRED: O Baltimore, MD 21297 (301) 954-6282 PROPOSED TREE OAK INE PER ADA = 1 SPACE PERIMETER PROVIDED: SELF STORAGiE PROVIDED.: Cl)Z �W `� 1 SHADE TREES 15 EVERGREENS IN FRONT HANDICAP SPACES PROVIDED: O Z x Power: Allegheny Power MISS UTILITY 1-800-257-7777 1 SPACE 3' EVERGREEN HEDGE OF SELF STORAGE AREA W P.O. Box 1458 Hagerstown, MD 21741 APPROVED BY THE ZONING ADMINISTRATOR 10 EVERGREENS SIDE/REAR YRD. (VAN ACCESSIBLE) NOTE: ONE TRUCK x 1-800-654-3317 / DOCK PROVIDED INS CTIONS A TM NT NO AND ONE DRIVE-IN DOOR PROVIDED. V) W Q Gas: Shenandoah Gas Co. 06�_t7_*AG9VAL: SITE PI'°'A �, �aP�I�C)V� i 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 3040 ® W P.O. Box 2400 SIGNATURE DATE USE GROUP (BUSINESS), 311.0 USE GROUP 5 (ST04RAGE) AND 313D MIX USES OF THE BOCA NATIONAL Winchester, VA 22604 he re . �.. �+�__.� .4 �.�.�30 �o�/ BUILDING CODE 1996. OTHER CODES THAT APPLY' ARE CABO/ANSI A111.1-1992. CC (5nc star, ll SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL. 2, ALL REQUIRED EGRE55 FROM THE BUILDING SHALL COMPLY WITH A.D.A. TYPE W 3. USE GROUP B, CONSTRUCTION 2C. FCSA CONSTRUCTION NOTES TRIP GENERATION DATA FREDERICK COUNTY COVER SHEET CD o� um 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD Project Name: Project Number: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. U MICHAEL IS. T Y y LU 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 140 MANUFACTURING 1,500 1/24.39 SF 62 �,� j� ` (I ` A D T <A T & 2453 1 3.89/EMPLOYEE 15 L NS No. I `l I 1 1 1 CD AUTHORITY'S INSPECTOR. O 031162 RECEWED Magisterial District: g Date of Plan: Month, Da Year ( y' ) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER S METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY 151 MINI -WAREHOUSE 4,000 2.5/1,000 SF 10 ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF SHAWNEE DISTRICT OCTOSER 4, 1999 APR 2 7 2001 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS DEPT. OF PLANNING10FVFI THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. TOTAL 87 PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code &Telephone No. P.O. BOX 2614 OPMENT 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET IN E SAMUEL T. $ JOAN E. TRIPLETT WINCHESTER, VA 22604 DATE: OCT 4, 1999 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540) 662-1111 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE P.O. BOX 2614 DESIGNED BY: M55 AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 1 COVER SHEET IN THESE PLANS SHALL BE APPROVED BY SAMUEL T. 4 JOAN E. TRIPLETT WINCHESTER, VA 22604 CHECKED BY: 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 2 SITE PLAN 3 LANDSCAPE AND EROSION 4 SEDIMENT THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. (540) 662-1111 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY WILL LANE 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONTROL PLAN 4 DETAILS JOB NO. 2453 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. GREENWAY ENGINEERING WINCHESTER, VA 22602 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. (540) 662-4185 SHEET 1 OF 4 cn M7 0 0 cv LO 0 IT 0 L CD f- of cl m 00 (U 0 z 0 rT- la L ry LLJ CD L Y .o m 00 R, cn Iv n O x NOTE: THERE ARE NO STEEP NOTE: 01 SLOPES, WOODLANDS, 1. FINAL LOCATION OF CG-12's TO BE NOTE: Z 1n FLOODPLAINS, WETLANDS, DETERMINED BY VDOT FIELD INSPECTOR. NO SIGNS PROPOSED AT THIS TIME. °r SINKHOLES, STREAMS, 2• ENTRANCE TO BE BUILT TO MEET OR DRAINAGE WAYS OR OTHER W ! I ev, 1 1 I I I EXCEED VDOT C.G-II :STANDARDS. SIGNIFICANT ENVIRONMENTAL W i \ '� !� l \ t '+' _ —_ F.DC _ { •,—I --• . FEATURES ON THIS SITE. 3. EXTERIOR DOWNCAST LIGHTING TO BlE HUBBELL LIGHTING WALL MOUNTED Z 1 l NOTE: DURING THE NR�x-31X SERIES OR APPROVED EQUAL. NOTE: Ex ��,, �,�: DEN ESMr j ( ' I I � CONSTRUCTION PHASE ALL ALL PROPOSED � 4. STORMWACRANES WILL BE REQUIRED TO SITE IS SERVEtER MANAGEMENT FOR THIS SHALL SERVED BY A SINCsLE UTILITIES BE LOCATED Z W � I } ► POND HAVE AN AVIATION PROPOSED UNDER ANOTHER SITE PLAN UNDERGROUND. O 01 -4 \ \1 �` ' ,_- t---- � OD It f ! N f: BR4D000KS77�1EEr PROt'�ERT/ES, LLC. h- -LOT �` _ r t � 1 \ ! �\ \ ! f 1 I t l: 1 I 1 OBSTRUCTION FLAG OR (SEE BELOW). THE DESIGN OF THIS POt`gD02 ACCOUNTED FOR FULL DEVELOPMENT OF Q !r. ! �' 6 - -6 - 7r'9 64-«.d')J=759►'V ' % 1 P \ \ i I i i { % i 1 OBSTRUCTION LIGHT VISIBLE TH15 LOT, THEREFORE, STORMWATER DURING OPERATIONS AND MUST MANAGEMENT IS SATISFIED FOR 20to ,n � �- — — — — f AREA r 5-00 AC � ZONE: M-/ q ` i ! ! I 1 ` THIS BE LOWERED AT NIGHT UNLESS DEVELOPMENT. � o i f ` ?$ BRL —____ �.. — '�.�� usE: FR�Nr�NG ; --- '--' u �' �' � i \ I N/F IxRU/ TECHNOLOGIES, � �� INC. 1 \ \ LIT. x �: W to � I 771 64-A IF✓9M 1 \ �, / j ``� �� / `� .so W ° ----- _ - - --------_ _ t( � LOT s I / I ZONNEO: M-I I �USE. �i q 1 4 \ `, ` ; L0 H I I INDUS7R/ALr+ AM FA ro a- r 4 vA 1 � % I "— --.. Yt` r 4� r r 14! 3t �vtlyR4''c4i 'f f r ��'9��'��tSJ�+'r�+f T 'u2'> :� _. � '•' -.�,/ V','.+.-.... T ,._. = f� � \ JJ ' �/� � �(: � ; / i � ao s. t �U/ ' v4 Inv=o ! r� \ L / t r 1,1 0 �1 +1 ^ ArAi `. coA §q4.1 vsj4i & �(y .I rr t iu / \ ` '\ e Z W 0 l 1---24.t7 z W }- ` W 11 / Q♦ �I .w :: SELr- oRA .h f ({�V�1 � f r�'• s I /J/ Jf/ / /' ' I I � r O ` _ x O �- d z lL W o- } t / 1 GFA = 2,000* (EACH) HEIGHT = 20' 1 /' � ; i / / i / , 1 i� — , - Q 0 w Q } } / } } /' • NO STORAGE UNIT WILL BE ! o f j � (•} jam n r 437k. to ; 'OVER 1,000 SQUARE FEET + �' 9 / , �;� � ' IN SIZE. � �'� °' $� m '� � ,� ► �✓�, -� % f �, � �, � ,� � r t + �� '`•`_i - / ' � � SU J � p Q � � 0 } NOTE: SOLID WASTE IS THROUGH PRIVATE D15POSAL TO THE �6UNTY c� 85 85 g4&s bs; IF A T S +� IY/F L'M8-lU/NCHESTER, ` ` NEEDED IN I f' 6 �:. LL LANDFILL. `'LOT 9 RECEPTACLE ISM �p / g,e r ' } ' - 77'164-6`A,�4/ g1,Rm TTl-E`FUTURE, A SITE PLAN X Ep °' , ' ' <. ql 3 I'Y GAL rFCH CORPC�RArI / l p,LTH 0 l I D.B. 9,07 Prs 1766 ,. _.46 RE V I S10N WILL BE REQUIRE ,. I '� 1 fi LOT 7 ! 1T'1 4-A-1,59110„ -- DRAINAGE MAP 1"■ZmO' F ZONED: M-1 ,{ 853z W ` S / N / I s y USE: IGiNOLES,4LE D/S7 �' `°� , D 907 tca 1766 .- � _"- L ...... z ; � i I M ��n ,��' i'M1'� � � wl _ ; _ fi�-t 1 L71.h711 �� I A Y — p _ Q 1 / ZIA i! t 1. ." ::...� _ .. _ :... , .. _ I ...._ . 031162 ONAL LOADING8 / DOCK- 1 I � �'""" _ _ i _.. .__.:._ _. ....... :...... _. j, >r ; 4 ....- ----- ... _.:.�.:.._..-_.. ...___.__ �..... 4 SAN. LAT. SERVICE I � PVC SDR 21 cy� i BY CONTRACTOR I '1 , 2.m8io I12 I I ! I .. ... .. ro9�, _ _. _ { I _. i J \ 3 /O 1 1 r Fad FABRICATION z I I _ \ SHOP IN 6 =6$5 3 - -� .:.IRA© _; .... _ _ 1; L $ } . i r / •. I I I i _ � u :I _. r LL i, v GE CAST 1 L (3+ fi .. ... _._. _..... _...-.... ;. I..........:.- .. ,:;. ..._ . .. : :: IrD OFFIG z I ` jj I�' R,41N.4r•rE EV- T: 1- f f j ,. ; 1 t 8„ PVC sDR W Z i <v = 1 G1 1,500�h t .D.B 9�4 FG. � � / t'O8� _.._... __.__. __. __ �__ _.__ - 1 � __. ', Z. 0 89s 9mm HEIR T = 20, 90r I /4 ..:�.-__,_._ _ .;:: _...: _:.:._ : ; :. . L ...:.. ✓ ; _ _ cr) H d (0 VD ............ ........ . .. .. ..... .. . . ..... .... i. "� � I q:. � cc O - (SEE AIL SH I � . it � .. i j_ - ..-.. __"`� . _ ..._ _.. .... _... ..._... _ .. �. � ... -1`•: _ ..`�._ ._ '�i ... w �- 6 {:.. 61 � �: �cA L.� fi � Q U1 \/ W U I A, CDT9, 4.5' %01 � 4 � II _.._ ...__..._-._.1_ _..__;:_____...2 WATER LINE PROFILE � � � .-.__......._ _ HORZ. 1 ~ U w _ C r ! _ 1 PROP. UGE PARKING SETS T 8,1 f�V 20 W/L ESMT. W p.6. 904 �~ _- 14-9 I i 1 f t `� `•�- - 1- - - - - - - SEOV 4____ , = RELOCATE POWER POLE -�� ql BEHIND CURB 4 GUTTER � � ��' — .UJ M W '` F•X - 15' R/W DEDICATION 3/4" METER ,' �, F, 2,028.947 S n r - _ N 5I 33'I5 _ 79 93rc `._.�R '@9 2 7" € - _ . = -; �j / , �"cf) { MATCH EX. CURB `'i / - - c 12 (d' (d 0' -12 0' - = --�• ---� -- _._._ ___._ 5 7 c: - 5✓ �3;->r __ _ T __ _ ___ _ _ __ __ _ _-_ _�.?— �9 tc .—.. ----` - -- `' `., ,.,� -, - ,, ___. ____ - G?X L c G. 1� FCC'/"7 �_ -. _ - -- ----- - --- - TAP_STD. 11 4 MATCH EX. CURB EX. EQ 6 s3x4S E11fi EX EP �3� 'EX EF -� —.._ ____ �� ' r� . . TAPER IEXRTEi28 �1 I PvMT. SECT. m MIL 12 "xl - i/2 rn X TIE IN JOINT N VARIES u W 19S 550' 550' VICTORY LANE RTC. 128 SIGHT D1ST. �� -----` (f) f- - - ' - - - - - RIGHT-OF-WAY VARIES --D.B. 56 1 PG. 52 ---- ----- - 1,468' TO RTE. 50 NO POSTED SPEED LIMIT INTERSECTION - - - - - - - In•V=��8,1' NSF DEARIIv'G BEVERAGE � PROP. P1/M1T. SECTION EXTEND 21-8 I' BEYOND EP/ BACK OF CURB DATE: OCT 4, 1999 COMPANI', INC. DR - 31, .0 SCALE: 1 = 30 ' RTE. 1052 INTERSECTION 77164-A-80E —i- - 5 1_2 8" - 21-8 DESIGNED BY: MSS D.B.633 t=s.304 30 15 0 30 60 I ZONED: M-I USE: COMMERCIAL 4 /NDUSrR/AL SCALE: 1" 30' TYPICAL SECTION VICTORY LANE RTE. 12& JOB NO. 2483 i NOT TO SCALE SHEET 2 OF 4 Ln CD N O 0 L CD m CO CU 0 CD c 0 cy, L CD CD m C w cu H L Y C m 00 Cu i U) 0 D ER06ION/5EDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 4 f 342 CE ENTEMPORA� RIJ GRAVEL CONSTGTION TRANCs 16 I ( 3�5 O — SILT FENCE tZX= STOFZM DRAIN INLET PROTECTION TEMPORARY DIVERSION DIKE 3.16 O � TEMPORARY FILL DIVERSION 3.12 DIVERSION 3.13� St TEMPORARY SEDIMENT TRAP " G,SA J -~_ -� ' ' ` i' � � 1 �l I ( ! 3.18 � O ® OUTLET PROTECTION / f 3.20 ` cD ---, -�, CHECK DAMS 1 1, 333 O --0 SOIDD IN53 338 O 0-0-0 TREE PROTECTION 1 1 LIMITS OF CLEARMG t GRADMG DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED f I ( r WITHIN 14 DAYS AFTER START OF GRAOING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START EX I �Riii, 1 `� R; It 7 ( \ "C LRE- 1 02, 'fill xF `� ✓y hM �°f ' �.1 xi' �' '�V ! �.i E�3,y b� , 1 / / I I r V, y�3p4 S I/ / ! I � 9 F .. +" c � ' � .� p�J'b .. a 1 J JI ` C},jr ✓ � � nJ fi . 5 I r i jI Y`�:�a> iki '"y'�/x i < I �, .,-. YJ GG✓✓ /' �" 5u} fsG.�y �k��`r��v ,'fin phi Jc- _ s • .1 ! r i --- F -�� ---� ti3 -= -- --- VICTORY LANE RTE. 128 RIGHT-OF-WAY VARIES �__ D.B. 56l PG. 52 ` -- - — — — — — — NO POSTED SPEED LIMIT — — 30 15 0 30 60 ia SCALE. 1" = 30' I TNIS SNEET FOF� EROSION AND SEDI1"IENT CONTizOL AND LANDSCAPING; ONL�'1 E ROS 1 ON AND SEDIMENT CONTROL NARRATIVE: Z PROJECT DESCRIPTION . THE PROPERTY IS LOCATED IN THE WESTVIEW BUSINESS CENTRE, FREDERICK COUNTY, APPROXIMATELY 2.4 MILES WEST OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE al. THE SITE AREA 16 134 ACRES OF WHICH W APPROXIMATELY 136 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE uj CONSTRUCTION OF 1500 SF OF OFFICE SPACE AND 6,000 5F OF WAREHOUSE SPACE WITH ONE LOADING DOCK AND Z AN AT GRADE GARAGE ENTRANCE INTO THE WAREHOUSE. EXISTING 51TE CONDITIONS Z THE SITE 16 CURRENTLY VACANT AND CON619TS OF OPEN GRASSED AREAS. SLOPES RANGE FROM 1 TO S PERCENT THROUGHOUT THE PROPERTY. THE SITE IS ALONG A NATURAL DRAINAGE DIVIDE WHICH PRODUCES W c\2 RUNOFF FROM THE NORTHERN PORTION TO THE SOUTHEASTERN AND SOUTHWESTERN AREAS OF THE SITE. ccoo `o CQ .� ADJACENT PROPERTY Q c\? CO THE SITE IS BOUNDED BY LIGHT INDUSTRIAL PROPERTY TO THE EAST, SOUTH AND WEST, AND VICTORY LANE TO (0 0 THE NORTH. to I °' I z �; CQ x EROSION AND SEDIMENT CONTROL MEASURES WLu UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES r_: a o't SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIIMUM STANDARDS AND SPECIFICATIONS OF THE a VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCP). .� q fvf=, 5TRUCTURAL MEASURES A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FRO>M VICTORY LANE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. ^� o l, hPIN 0 CHECK DAMS SHALL BE INSTALLED AS A FIRST STEP MEASURE TO CONTROL RUNOFF FROM DISTURBED AREAS ABOVE THE CONTROLS. qj w SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE, VEGETATIVE MEASURES z = z PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS w u w AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE } APPLIED WITHIN SEVEN 0) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN 0 O ca U DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 5011L 5TA5ILIZATION SHALL BE APPLIED TO ALL >- � w AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. O TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH O 0 5 Z w O Q v AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING, wff W O cj Z w ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EM5ANKMENT6 ARE TO BE MACHINE -COMPACTED, SEEDED CL z U Q LL J 0— 0) AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER O ►>_- O MANAGEMENT STRATEGIES } 0 Q } CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATrIONS WILL BEGIN AND END AS QUICKLY AS U Q POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STrEP IN, GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. A 0 THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTAL.LATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ELT$ 0�, AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MICHAE S. S K Y y MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE ,,d ?j v[#I CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO •)OO LIC03NINSTALLEDNO. CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE ��SSIONAL� VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY T-WE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTi AINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. _ TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50go TRAP EFFICIENCY AND DISPOSED OF BY < SPREADING ON SITE, 14 GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WIITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF THE VESCH. STORMWATER MANAGEMENT THE SITE CURRENTLY DRAINS TO AN EXISTING STORMWATER MANAGEIMENT POND LOCATED TO THE SOUTH BETWEEN LOTS 5 AND 6, THIS POND WAS DESIGNED FOR FULL DEVELOPMENT OF THIS PROPERTY. 5TOR1"iWATER MANAGEMENT 16 -SATISFIED FOR THIS PROJECT, SEEDING NOTES: I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4". 2• PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATEID INTO SOIL AT A RATE OF cJ2 LBS. PER 1000 S.F. (2 TONS PER ACRE), 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS, PER 1000 SF. (1000 LBS. PER ACRE). 4. SEED MIX SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33% SERICEA LESPEDEZA APPLIED AT THE RATE OF 120 LBS. PER ACRE. 5, STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THEE RATE OF 3500 LBS, PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPP/ALT APPLIED AT A RATE OF 200 GALLONS PER ACRE, LANDSCAPE LEGEND KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE 4EIG4HT) QUANTITY RF-MARKS CF CORNUS FLORIDA FLOWERING 2 -1/2 " CAL, 3 AS D03WOOD SHOWN AR eler-50 ACER RUBRUM RED MAPLE 2 -1/2 " CAL, 6 AS SHOWN GL CUPRE660CYPARIS LEYANDII LEYLAND CYPRESS 6 HT. 25 AS E+40UN TA ,� TAXUS CUSPIDATA 36" HT.. 12 YEW SHOWN NOTE. ALL TREES SHALL BE 6 FEET IN HEIGHT FROM GRADE LEVEL AT TIME OF PLANTING. DATE: OCT 4, 1999 SCALE: 1" = 30' DESIGNED BY: MSS JOB NO. 2483 SHEET 3 OF 4 I sonitar� sewn ma as width f. 6' olio. schedule 40 steel pope riled w& ? ` 3• concrete and pointed "t yoib"' � 7' 2 18' do. '( carlaete encasement concrete pod 1'-6' sq. x 6' deep BOLLARD DETAIL direction of setting to be approved prior to installation ease We corrcrcto pod 1'-6' sq. x 6' deep 'r- 9'R' ram I \ adjustable row box r loclob p9 locator peg I L' . 18' to 24' ichanical Joint iv* tee with brondl FIRE HYDRANT ASSEMBLY Figure 9 cao�sv�tt�aapFan ebanoul capwithMuse plug R Pons(a Model Pr unk sSx (4"� Parsee. Madill PA6SV-CSN (8') finished grade .•� `- square concrete shed pad 20'x 20"x 12' deep I ' I oggrwqotw bon ( depth 3' ) clearsoui pipe SDR Rt I wye 46' bes� — 6' -tons beddkp NOTE : haters lees th of swrAz laterd to exceeds 75' a deanout owwwrndy whd be fumishod at the property Ike. 38' min. --� roAe megdtgged to main GATE VALVE Figure 8 SEWER CLEANOUT Figure 17 GRAVITY SEWER SERVICE LATERAL Figure 15 Toper cub height down to 0 at this Point or Pay Lice continue at full Might (x_1 • Permissible construction opplboble g 3 -0' costruction Joint 0. 0. o. o. 0. 0. MI^ *S x 8' Bars•12 c-c .o•o• o•o•o•o•o Mioimum Concrete o Var. 3' Min. co Pay Line cc-12 /f-' T Pay Line Ca-12 Vat. width Sidewalk cow 114' • o. ..o•o• o•o•o a Adewak n Spa • o 0 Va, width tz:Permissible'coo Permible Min•6 a . o • o ® Va. 4' • Pay Construction Joint Lis CG-12 Space 000� �• U TYPICAL. ALTERNATE RADIAL PLAN b 6' FOR USE AT APPLICABLE STREET 5 x 8' Bois O 12' c-c CONNECTIONS AND COMMERCLAL * For commercial entrance RADIAL PLAN c�advemr ;jt°oi�'`' ENTRANCES. (Heavy Torok Traffic Anticipated) sw Sttandard CG-13 sheet 203.10 A 3'--0' Permissible Construction Joint B 0 B a?- 0• Va. width p c ?�•oo'o. o.o Sklswaec or y `0 3 •o•oo o•o°�o SidewalkSidewalko, bwal •�'� o •o, o, c • o0 Spxe 6. 1` Oci.. a,ap OoO• o, Slope 12 1 Maximum A ---J TANGENT PLAN e'_o. ISOMETRIC VIEW ® 7- where 90.cr-3 Cg-7 is used. Curb romp flea to be cbes A-3 Concrete (clues A-4 R precast) MN slip-nesiwlaM integral 7'-4' is the minimum detectable waning surface covering the entire width of the romp floor (romp floor may be Sidewalk Area requirement to precast or cat in place). The detectable warring whom be proNded by an exposed aggregate ®6 (with or without buffer strip) achieve a 12 : 1 dope finish. Ramp shall not exceed a moximum slope of 12 : 1. 7'-4' St'd. Cti-2 I ' Flared sides of curb ro cb romp to benaad poured milhico9a us" with romp floor by per - or CC-6 8�3Xmax. • ze. miscible construction joint with required bars. 4" if ran . P P floor icenwW pcawL holes net provided for do" leas so that adjoining flar ed sides can be cast In place after placement of precast ramp floor. Precast concrete shill be close A-4. 7' DEPTH TO BE USED WHEN TIC ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING Required ton are to be W.5 x 8" placed 1• ca to to as to dap both dales of the romp SECTION A —A REQUIREMENTS OF ANTICIPATED HEAW TRACK floor, mid -depth of ramp floor. Minknum concrete cover 1%". TRAFFIC. Curb rasps will be memrsd and paid fa at the contract unit prices for hydraulic Cament 5 x 8' Bars • 12'c-c Concrete Sidewalk and Exposed aggregate sidewalk, complete is place. Pemwsdble Construction Curb/curb and gutter dope ho Itions adjacent to curb ramps are included in paymeat Slope 12 1 Maximum Joint for curb/curb and gutter. TNe item — be When used In conjunction with standard CG-3 a 03-7, the curb face on this Standard ls • precast a coat in Place. to be adjusted m match the mountable curb eonligurotbn. • • • • • ®AcoessiDN route ls detisd as a eontirxals Curb Rasps W to be located as shown on the plans a as directed by the Engiser. SECTION B—B ,r,abetr,ate'd w24e, firm and ss ele let wb•1 Highway Facility at intersectionsssecr wregal on f shot or sidewalk mat.®wis existing, the right- ar- ose. path coawctkp oil accweible elements of a Way ro of o or n"Isteint. aywma obeuoffs�f�pedesWan crosswaks a wfowof plans ®o. LirrYts of Exposed aggregate sidewalk proposed They . bu facility that can M approadned, entered and a a directed by the Engiaser, but should not W booted behind vehicle stopt pries. ® Treatment when width of sidewalk or sidewalk used by persons with mobility impaimsenb. CAW" light poles. fin hydrants, drop inlets, won. will also affect pkacwrsnt. span is ley than 7'-4" CURB RAMP E (PERSONS WITH MOBILITY IMPAIRMENTS) zo3.o9 5oz Revised 3-25-9e VIRGINUI DEPARTMENT OF TRANSPORTATION 811 WIRE MESH REINFORCING INFORCG VD.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 (oil —4/ CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-1 METHOD) TRAe8 4 DUt*-1f STER FAD (NOT TO SCALE) METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Diu. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non -Traffic MC-30 (From) VKTH RML-1-7 (Top Lid) Traffic MC-30 (Frome) WITH RML-12-T (fop Lid) Note: 1/2" thick polyethelene plastic 30' deep (vertical crush strength shall exceed 3000 pounds) treated 2'x 4' with op 6" pointed blue meth cover set 2' above varles as required to sod ng priori?" corporation 18'-21' er by F.C.S stop 3" atom g b, meter box surrounding box 38'min. anq I Icheck valve with drop valve 8"min. L1 ra or K A con pper s without hints from 2 fL main fn meter main 6" atom bedding /'�`'irositian to meter / swltinq es requires — 1/ r curb & gutter Brost METER SETTING PARTS � s�'oe• yOk" vdlw cfnscic talus ex .ti J/4 5/n /4 Y502 BA94-223W t111CJm4-J231DC EC-2J 1" 3/4' Y504 BA94-J44w HHCA94-323M-GIEC-23 1" 1• YW4 BA94-444w HHC_V4-4441D-0 EC-4 INSTALLATION NOTES: 1. Exact location of meter box season �' 'n ..._.....ems.. to be approved prior to installation. 2. Water service crossing street shall be ,� . ''•' 1• encased in 2' alb. S0440 PVC or LI _ - SDR21 piping. The piping shall run from ---" 3type K one foot beyond sideroacross the lkcopper op �p� for street, to one foot beyond sidewalkk single meter installation 1"x3/4" wye DUAL METER INSTALLATION 5/8-, 3/4- & 1- METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 Auirmn rriT kin 3 - nrToRFR 1 aaA CG-7 P, � 7.1 � " SET TREE LEVEL AND PLUMB- -STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE L h �4!•,WITW TOP OF: ROOT BALL ABOVE• GRADE ENCASE WIRE AROUND TRUNCK IN BLACKRUBBER HOSE. SECURE AT HEIGHT ABOVE • 71111, REMOVE TOP 1/3 Or- BURLAP AND CUT ROPE y�,y� _� '4 A1�"I►�►�� '"`klkf�;tMN•i�N M•Ny'A� DOUBLE SHREDDED HARDWOOD • IL SAUCER e.._LIGHTLY COMPACTED SETTLW3 MOUND TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) RUBBER HOSE GUY WIRE 012 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULC44/3" SAUCER. PLACE TOP i/8"OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLMCs MOUND �8D-320• TYPICAL PLANTING DETAIL-- TREES OVER 1-1/2" CALIPER TREEI (NOT TO SCALE) _ — — — — - — ` — — The bottom of the curb and _ gutter may be constructed I 2'-0" parallel to the slope of subbase 7" courses provided a minimum, This area may be concrete y depth of 7" is maintained. of the option of the contractor. For use with stabilized open -graded drainage foyer, the bottom of the curb and gutter 1hgjl be constructed This curb may be used with any design speed parallel to he slope of subbase courses and to the depth of the but is required when design speed is greater thon 40 MPH on Rural highways and 45 MPH When combination mountable Curb and gutter is pavement. in developed urban & suburban areas. used, the Standard Entrance Gutters or Standard Connection for Street Intersections are to have Note: Combination curb & gutter having a radius the mountable curb configuration incorporated. of 300' or less (along face of curb) shall be paid for as radial combination curb & When this standard is to be tied into existing gutter. barrier curb, the transition is to be made within 10' or the change in standards made at regular This item may be precast or cast in place. openings. Concrete to be Class A3 if cast in place. 4000 PSI if precast. COMBINATION 4" CURB & GUTTER E 201.04 Rev. Amaust 30. 1996 VIRGINIA DEPARTMENT OF TRANSPORTATION 2 I"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM CN5 i TE TYF i CAL FAVEMENT SECT i CN 2"X4"X4' BEAMS, TOE NAIL TO i NOT TO SCALE 4"X4"XS' POSTS ROCK CHECK DN4M 2 ACRES OR LESS OF DRAINAGE AREA FILTE (OPT VOOT 01 COARSE AGGREGATE FLOW (DOWNSTREAM VIEW) ?y 3 CLASS I RIPRAP X I(Stnwt approach same CG-11 (radius to be as A surfacing as moinpm shown on plane) roadway (Radius to be as STONE CONSTRUCT ION ENTRf4NCE 0 Z ss>— cc LLJ LLJ CD Z W � O � i () It C�\2 � a CDko 44 ko I rn Zx �> I to � W ��- W 0 0 04 U yX� all • .i�13, MIR FILTER CLOTW--X ZH 111 0� REINFORCED CONCRE SECTION 5-5 DRAIN SPACE 5 OU W Z Z W 0 SILT FENCE IN5TALLN4TION z I. SET THE STAKES 2. EXCAVATE A 4" x 4" TRENCH UPSLOPE ALOTHE LINE OF STAKES. NG W w 4 C shown on plans) 2' \ � __I J� mbinat L Radial gutter curb and gattwr (SI•a. Die) B 1 8 4;I B� J T �( — I °p"°"°I F1°" Lk'.1_ Clan A3 (H.E.S. cana^ec, 3. STAPLE FILTER MATERIAL Expansion -- --- I — A • I Expansion Joint SECTION C-C TO STAKES AND EXTEND IT INTO THE TRENCH. Note: Width 'B' 2'-0• or as Mainline roadway shown on typical section. PLAN VIEW Construct Grade changes with a parabolic curve. 10' Parabolic Curve Edge of whoulder IM Max. a Optional now Um Saps ChapsriD when Std. CO-11 is used for entrances built in conjunction with VWT projects, pieces Mainline Roadway rote the following: Slope kClal,xar�' D XXMainane povemernt shall be constructed D to the R/w rns (except any subgrode 40• Min. for Sirwet Corroection stabilization requk fa mainline pavement which can be omitted In 20' Desirable for Commercial Entr. the entrance.) S' Min. SECTION A - A ♦ Radial curb or combinctlon curb and gutter what not be constructed beyond the R/W Fine except for replacernwat Purposes• when used in conjunction with standard Guidelines for Grade Change D CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the Entrance Volume Desirable Maximum mountable orb configuration. High (maw than 1500 VPD) 0 X 3 X See Standard CG-12 for Curb Ramp design to be used with this Standard. Medium •500-1500 VPD) ! 3 % 6 >< When the entrance rodil cannot oceonnradote the turning requirements of anticipated heavy Low (Is" than 500 VPO) 1 6 % 8 X truck traffic, consideration should be given to Increasing the =of adjacent proposed sidewalk to 7 1 X Optional nowiine may be used for entrances in cut sections. Optional flostins may require warping of a portion of gutter to preclude pondinq of water. PECIFICATION METHOD OF TREATMENT RUE — CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA OEPARTMENr of TRANSPORTATION 2" SM-125A SUSFACE COURSE IElm =► �,1'� e� •� •��'"•� •�"'"•� e�r''e�"'••',-••, •i i ire• • \I!� :Ili :II�:II� �II�:II� :Ili :Ili �e!�•Is� • I' ' ._.. - (COMPACTED TO 135% DENSITY 1. PIRESERVATIVE STAIN ON ALL WOOD, i , I AT OPTIMUM M016TURE CONTENT VDOT VTM-I METHOD) COLOR TO MATCH THAT OF 5LDG, OF •. • PROPERTY, APPLICABLE. ay� ll COMPACTED GRAVEL-- =� PAVEMENT DESIGN 5A5ED ON A 5U5GRADE CBR DESIGN VALUE OF 6. 501L TEST LU000 FENCE DETAIL OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. FOR 50T+4 DUMP5TER ENCLOSURE ,4ND PERIMETER FENCING Dt- Vmt2 NOT TO SCALE 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES 203.08 -30 SEE SITE PLAN 1/4" = I' e. � . d ." 4 . . 4 d ' a . �e ° 4" I -III —III —III —III —III —III -I I I- COMPACTED SUBGRADE 090% DENSITY) CONCRETE SiDEWAL< DETAIL (NOT TO SCALE) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. iNSTALLr�+ (PE:RSPECTIVE VIEW) POINT A SHOULD BE HIGHER THAN POINT B. DRAIN14GEUTAY INSTALLATION (FRONT ELEVATION) PAVEMENT 2' CURB CUT a T T VDOT SPEC, 414.03, CL. I, TYPE A T�'PE I SCUPPER DET,41L SCUPPER NOT TO SCALE H 0�, Sl c> MICHAEL S. TI LE LICE�NS DAo. ow, 031 162 �SSIONAL �Cs 11J U Z u k.�..j W z QE U > � � E, I --I o Q z F W � � WO Q Z U W F'U�w 0 � W Q W i LL 11J W CO DATE: OCT. 1999 SCALE: AS SHOWN DESIGNED BY: MSS JOB NO. 2483 SHEET 4 OF 4 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY APP t� Z EXISTING INTERMEDIATE CONTOUR - - -- - -- -332 - - -- -- -" ` SCALE 1 "= 20�0' 41 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR "--- •--.-_ 330 ------ County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 x, W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P Z must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER .-4 EX . �- a 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP CaG C I TY OF WINCHESTER ZCQ (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER W o 0 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, be in the CG-b TRANS. CG-6R �ry y� W co CV .-� shall accordance with current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R � � CV'� required under State law. VDOT "A inspection be held Furthermore, all traffic control flaggers must be certified in accordance with VDOT's y, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C. January, ( ) g p EXISTING TELEPHONE LINE t !�'`' 'y' ¢ I Q CO 5. The exact location of all guard rails will be determined by personnel. joint will 0 ccoo to with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T _ °0 1 rn (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EXISTING STORM SEWER -' EX. 15" RCP �// /�O Z x Ct responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. r�,- - 0 CQ Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15" RCP O qAb W s, I V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER W G h o Nt 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. EXISTING SANITARY / P,� representative of the developer must be available at all times. SEWER 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER rL ■ H Control Devices MUTCD . ( ) arranged and held b the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE _ UJE STY I E UJ SU S IN E SS contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE '�' Al 0 CENTRE ■. r °j Ea embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for i/ IL 4) p 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE WK O � �} ,, � O ti A ai .0 � than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q P P P y y g g PP Y inspection. PROPOSED GAS LINE 0 0 by s~ � W � 10. All roadside ditches at grades of more than 5%J shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the P g q P ) 1L lUincheSt WM 8 �' on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE Airport © �A in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE .� ....,�.. ,...®.. `, victory Lane 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained /b z be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE -- - -- --M A X X X 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE �q• CJ 1 TE Z Z one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during W W and at the end of construction. EXISTING TELEPHONE POLE � � � 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 V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE --- ------ ---1-T+- --- Independence Drive O U O U whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE • LL _J condition at all times. O w m 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary VI 1. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT Fn 0 W :3 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that design PROJECT INFORMA TION E k 00 sheets, and connections to existing lines. vicinity until an adequate can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE --- ~-► -�►--- W --- 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current pP V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER 0 F.A.R. CALCULATIONS: W LU W standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER - ---' w-- Do W -' PARCEL IDENTIFICATION NO. TAX MAP 64 ((A)) 159Q REQUIRED: 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER -- STREET ADDRESS: T T 0 U Z J W Z 00 Z contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall -o PROVIDED: PROVIDED - O can prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN TOTAL AREA: 13400 ACRES 026 AC. BLDG./134 AC. 020 -4 0 utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) � � ,....., ..dam- / PROJECT AREA: I ACRE } } of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT DISTURBED AREA: I ACRE RO S F OOR AREAO O Q (Y I1C 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND40R JURISDICTIONAL CURRENT ZONING: M-1 U -1 result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD P CONSTRUCTION = SELF STORAGE 4 CURRENT USE: VACANT �00 SF final VDOT approval. PARKING INDICATOR Al2 PROPOSED ZONING: - - w 0") 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES PROPOSED USE: OFFICE AND FABRICATION must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans AND SELF-SERVICE STORAGE TOTAL 11,50E SF 9 n CA and further where determined necessary by VDOT Inspector. TEST PIT LOCATION - ® 9 19. The developer will be responsible for the relocation of any utilities which is required as a result of his BUILDING SETBACKS: REQUIRED PROVIDED project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING FRONT: 15' 95.4' SIGNS: PLACED ON BUILDING shall meet VDOT minimum design standards and is the developer's responsibility. SIDE: 25' OUTDOOR LIGHTNING: PLACED ON BUILDING 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 25° 29.2° in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 OUTDOOR STORAGE: NONE PROPOSED engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ..� '� PARKING SETBACKS: 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. ` FRONT: 25' 25.0' 'SIDE: 5' 23B' �. at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement �r REAR: 5' N/A 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT BUILDING HEIGHT proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + LANDSCAPE CALCULATIONS LANDSCAPED AREA: MAXIMUM = 60' professional engineer and results submitted to Frederick County prior to pavement construction. If a LOT AREA = 88,37E SF PROP. HEIGHT 20' INTERIOR REQUIRED: geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT REQUIRED, 2596 LOT AREA=14,593 SF �■ I SHADE TREE PER 10 SPACES DEVELOPED AREA= 38,888 SF PARKING CALCULATIONS 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER OC 14 SPACES/10 SPACES = 2 TREES PROVIDED: 119,462 SF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement GREEN AREA = 5�o OF PARKING LOT REQUIRED: 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. STORM DRAIN STRUCTURE IDENTIFIER ,2 5ie OF PARKING LOt = 346>� OFFICE: 1SPACE/250 1,50E SF/250 SF 6 SPACC ES Z u INTERIOR PROVIDED: UTILITY CONTACTS FIRE MARSHALL 9S N®T NOTE" LINE - - ®� 2 SHADE TREES FABRICATION SHOP: 3SPACES/4 EMPLOYEE CENTERLINE - GREEN AREA = 352* SELF STORAGE: I SPACE/5,000 SF Water/Sewer: Frederick County Sanitation Authority sign Fire lane markings and si e: � � � EXISTING SPOT ELEVATION 120 4,000/5,000 = 02 USE I P.O. Box 1877 „ PROPOSED SPOT ELEVATION s X 12 PERIMETER REQUIRED: TOTAL REQUIRED 10 SPACES E-4 V Winchester, VA. 22604 Any No Parking signs and yellow painted curb locations will be installed I SHADE TREE PER 40' OF PARKING LOT SELF STORAGE REQ.: W CD � L (540) 868-1061 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE �-�- ^--�--��..��-�-"--' PERIMETER = 245'/40' = i TREES $ O.G. IN FRONT YIRD. PROVIDED: W 1 E.., U) PERIMETER REQUIRED = 7 TREES `I' O E-+ Phone: Bell -Atlantic P.O. Box 17c CrI-5"),� EXISTING TREE ??�� 15" OAK �li- 15" PINE 12078' = 15 TREES 14 SPACES 3' BARRIER BETWEEN R/U1 40' O.C. SIDE t REAR YRD. .�.T� Q� Baltimore, MD 21297 D /rAND A ®VAL BL ®(�� PARKING LOT 400740' = 10 TREES HANDICAP SPACES REQUIRED: �'., W O (301) 954-6282 PROPOSED TREE OAK INE PERIMETER PROVIDED: SELF STORAGE PROVIDED.: PER ADA = I SPACE y kid� Z U 1 SHADE TREES 15 EVERGREENS IN FRONT HANDICAP SPACES PROVIDED: 0 � Power: Allegheny Power MISS UTILITY 1-800-257-7777 3' EVERGREEN HEDGE OF SELF STORAGE AREA 1 SPACE U .!4U P.O. Box 1458 w Hagerston, MD 21741 APPROVED BY THE ZONING ADMINISTRATOR 10 EVERCsREENS SIDE/REAR YRD. (VAN ACCESSIBLE) NOTE: ONE TRUCK DOCK � x � ' PROVIDED U) W 1-800-654-3317 4 3� 0) l.NA I i �,a INS CTIONS A TM NT NO ANp ONE DRIVE-IN DOOR PROVIDED. A C//7 APPROVE°CL D 1. BUILDING SHALL COMPLY WITH THE VIRC-�INIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304.E Q W Gas: Shenandoah Gas Co. P.O. Box 240E SIGNATURE DATE % �_. !'. _M ..._ :. d ' () / USE GROUP B (BUSINESS), 311.E USE GROUP 5 (STORAGE) SAND 313.E MIX USES OF THE BOCA NATIONAL > R= W Winchester, VA 22604 ..ado BUILDING CODE 1996. OTHER CODES THAT APPLY ARE C;ABO/ANSI AIII.1-1992. cc (540) 869-1111 SITE PLAN VALID FOR FIVE YEARS FROM DATE OF APPROVAL. S� # �f5 60 2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMIPLY WITH A.D.A..D. Q 3. USE GROUP B, CONSTRUCTION TYPE 2C. LU Co FCSA CONSTRUCTION NOTES TRIP CENERATION DATA FREDERICK COUNTY COVER SHEET D CI u 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. c� MICHAEL S. T Y y °I� W 140 MANUFACTURING 1,50E 1/24.39 SF 62 Project Name: Project Number: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE "d LIC N No. 'K �, f f I 2483 AUTHORITY'S INSPECTOR. 1 3.89/EMPLOYEE 15 '�0 031162 _ 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER sL �~� A �� ED Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY 151 MINI -WAREHOUSE 4,00E 2.5/1,000 SF 10 APR 2 200� ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF 5j 4,d,�EE DISTRICT OCT05ER 4, 199� THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS DEPT, OF PLANNING/DEVELOPMEN ' r THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. A TOTAL 87 PROFESSIONAL SEAL & SIGNATURE Owner: Address, Including Zip Code &Telephone No. P.O. BOX 2614 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. SHEET IN E SAMUEL T. 4 JOAN E. TRIPLETT WINCHESTER, VA 22604 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540.) 662-1111 DATE: OCT 4, 1999 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND DESIGNED BY: MSS 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code & Telephone No. P.O. BOX 2614 AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. 1 COVER SHEET IN THESE PLANS SHALL BE APPROVED BY SAMUEL T. 4 JOAN E. TRIPLETT WINCHESTER, VA 22604 CHECKED BY: 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 2 SITE PLAN 3 LANDSCAPE AND EROSION 4 SEDIMENT THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION (540) 662-��11 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONTROL PLAN 4 DETAILS . JOB NO. 2483 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. GREENWAY 151 WINDY WILL LANE ENGINEERING WINCHESTER, VA 22602 IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. (540) 662-4185 SHEET I OF 4 cn c, m 0 0 CV LO bi L CD cl CD z c 0 cn cr rr- L CD Q, w H U) Co c- m m m Ll- 0 NOTE: THERE ARE NO STEEP NOTE: SLOPES, WOODLANDS, 1. FINAL LOCATION OF CG-12's TO BE FLOODPLAINS, WETLANDS, DETERMINED BY VDOT FIELD INSPECTOR ! SINKHOLES, STREAMS, 2. ENTRANCE TO BE BUILT TO MEET OR DRAINAGE WAYS OR OTHER SIGNIFICANT ENVIRONMENTAL EXCEED VDOT CGz-11 STANDARDS. FEATURES ON THIS SITE. 3. EXTERIOR DOWNCAST LIGHTING TO BE HUBBELL LIGHTING WALL MOUNTED NOTE: DURING THE NRG-31X SERIES OR APPROVED EQUAL. 1 CONSTRUCTION PHASE ALL 4r ' 'rf /LPN ES�1T ! i I 1 1 CRANES WILL BE REQUIRE TO 4. STOR (WATER MANAGEMENT FOR THIS � �L 1 l I 1 D SITE 15 SERVED BY A 51NGLE POND ' 5 ' 21l I I I 1 i �---- HAVE AN AVIATION PROPOSED UNDER ANOTHER SITE PLAN / N/F BRADDOCK STREET PROPERT/E6, LLG. ' r � � �\ , � 1 l � I � 1 OBSTRUCTION FLAG OR (SEE BELOW). THE DESIGN OF THIS POND ! -- r� \ f j I I /` ACCOUNTED FOR FULL DEVELOPMENT OF TM 64-OT 6 _6 O i / OBSTRUCTION LIGHT V1SIBLE THIS LOT, THEREFORE, 5TORMWATER `` ' AREA <<5AV00 AC I; I I 1 ` DURING OPERATIONS AND MUST MANAGEMENT 15 SATISFIED FOR THIS — / `I! '`sZONE: P M-1 J ( t BE LOWERED AT NIGHT UNLESS DEVELOPMENT. ' ,B ;f — — � -- -- — _ 2b �, N/F GRID TECNNOLGAIEB, INC. � 1 �� \ LIT. / / I 711 64-.A-1591M 1 LOT S t I ` ZONED: ti- I 5 ;_ _ ~= — J USE. INDUSTRIAL 1 'PARK ro \ \ \ RL f 24 e1 i4; I 2{RPM / ' PF?iOF? SELF STOR/4wsE 4 / , f GFA = 2,000* (EACH) I 1; / �� \ / ( HEIGHT = 20' It I _ f t DVO STORAGE UNIT WILL BE j t f ,! LOVER 1,000 SQUARE FEET + ui 'I s�9 m' '' 8, IN SIZE. j s5 2m 5 x yy NOTE: SOLID WASTE REPlbV L _- 1 IS THROUGH PRIVATE / 1 11 1 DISPOSAL TO THE �,bUNTY LANDFILL. IF A TRASH I l N/F tlkl8-WU/NCNESTER, L"LOT 9 RECEPTACLE IS/ EEDED IN ,/� / gr,b^ " 3 , "R" TPE`FUTURE,• A/SITE PLAN IX j °' �P 4 ql lb/� 6AL TECH CORPORAr/ON B. 907 REV1516N WILL BE REQUIRE is LOT 7 � t � FY: 17b6 ..- � /' � / 3a { ry � �' �: �• r-- TM 4-A-159" _-••. -' '` / 1 ZONED: M-I ,66 S I a532 � w D O � 9607 Pt x. 1766 — t USE: (G4NOL ESAL E D/S r `� .e .a , � � � � � r ; � > -BUSINESSbee i t �7 -- 1 Lp Ilp 1! , 1 i , J6--• -- 9 -- Id-r _..r.... ..�' IN V. = 685.08 SERVICE BY CONTRACTOR I N/F OEAR/NCs BEYERAC:E COMPANY, INC. TM 64-A-WE O.B_ 633 PtS 304 ZONED: M- I USE: COIl"`/ERC/AL t INDUSTRIAL I , I EXT RIOR I 1 CAST L IGI-4T ING ( TYP.) I 10, R4/N, CvE E6117, I ,U_B 90-4 FG. 1473 . r I -/4 II r I , , '1 tt �1 1 tl+ D.B. 904 -RELOCATE POWER POLE^� .~ BEHIND CURB t GUTTER MATCH EX. CURB E, EP 100' TO INDEPENDENCE DR RTE, 1092 INTERSECTION 0 oMEM141 SCALE: I" = 30' M ,._... - 7 ..... NOTE: NO SIGNS PROPOSED AT THIS TIME 12.0, NOTE - ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. EX. RTE. '128 m PY`MT. SECT. X m VARIES � PROP. PYMT. SECTION 1-1/2" - SM-12SA 3" - 5M-25.0 8"-21-8 3 ., TAPER MILL 12"A-1/2" TIE IN JOINT I/4-- 11 CIG-1 EXTEND 21-8 1' BEYOND EP/ BACK OF CURB TYPICAL SECTION VICTORY LANE RTE. 128 NOT TO SCALE Z a W W Z Z ui c\l o CD ,n CC)c\2 co Zx E> .d- I �C\l LiJ u 0 o W rn 0 U LO E"1 1&1 a) cu o u W Q w z O /��/� V1 5zZ O z U U o� z u � nw }- z � O 3 ,V/Lw,- nn Q •U•nn V/ "A r W m 0 0 �ALTB p0' LIC SE No. kS 03'162 NNAL V oa ZLL a w z cf) aU � 0-4 > Z cr 0 F a CC QZ w wo E- Q(nwc) w� q Zcr. aW M cl) I LL J w CO) DATE: OCT 4, 1999 SCALE: 1" = 30' DESIGNED BY: MSS JOB NO. 2483 SHEET 2 OF 4 cn C\., (36 CV L ro mw a) CD 00 CU z c 0 U) CD CD L CD w F-1 CU Y TD C m r6 00 U) ii m 0 D t ER0510N/5ED IMENT CONTROL LEGEND N�. KEY SYMBOL DESCRIPTION TEMPORARY GRAVEL CONSTRUCTION 342 CE ENTRANCE 345 O X —x SILT FENCE 3 ;T IP STORM DRAIN INLET PROTECTION TEMPORARY DIVERSION DIKE TEMPORARY FILL DIVERSION 3.121 DIVERSION 3.13� ST - TEMPORARY SEDIMENT TRAP 3.181 O ® OUTLET PROTECTION 3.204 cD --'--, CHECK DAMS 333 L O --�-- SODDING 338 O 0-0-0 TREE PROTECTION 11 LIMITS OF CLEARING t GRADINCx DRAINAGE DIVIDES LG CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED I I = / ( / WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN I '14 DAYS AFTER START /� \ } o�, s a.� ��.� '€G, .. y r lt� ti� M1�k � r i 1, �+�"�,(Ftz�i` ,��ya�{F`�� "'�3'+ �,Pf ,{ � "^"'' `„_-•---.._.._ _., /" �'i ,1i J, j , G K S � IS-1 S 0) RON<atr ifk. �xi � ,� ✓ t e�Ft`.� ��k i / E, �?y' °J�'I s1+'2 � �� Y5%�Y�> �S 1t L '! I / /• 1 / 6s,3,, V 1 aT% r •r��l I / 're'. / ! I 3 h •�R 7 fi � 1ST f£.$. }i� r �i iij�" _. ! / �/ J 1 ur P{Jr g7.up crF 0 = p <{ .tl �r,fir i tt,1 ,fir F v a+1 3 J �zaaI�y ��`e«^%u7 k � v � �� a� 5+��! % .r• `.-' / .1� �•4rrr� e�.r a3�a �,13.ir v4'�a�", ° F 7 : h �� y � '' 1 �<"��' . a 4� J � � 1 . _ • �� .I I ts VICTORY LANE RTE. 128 RIGHT-OF-WAY VARIES D.B. 56-1 PG. 52 \\ NO POSTED SPEED LIMIT mw-a o a ,a --- SCALE: 1" = 30' THIS &NEET FOR EROSION AND SEDIMENT CONTROL AND LAND5C4FINC:; ONLY! EROSION AND SEDIMENT CONTROL NARRATIVE;_ Z ' PROJECT DESCRIPTION THE PROPERTY 15 LOCATED IN THE WE5TVIEW BUSINESS CENTRE, FREDERICK COUNTY, APPROXIMATELY 2.4 MILES WEST OF THE INTERSECTION OF ROUTE 50 AND INTERSTATE al. THE 517E AREA 15 134 ACRES OF WHICH W APPROXIMATELY 138 ACRES WILL BE DISTURBED FOR THI5 PROJECT. THIS PROJECT CONSISTS OF THE ■ CONSTRUCTION OF 1,500 5F OF OFFICE SPACE AND 6,000 SF OF WAREIHOUSE SPACE WITH ONE LOADING DOCK AND �Y Z AN AT GRADE GARAGE ENTRANCE INTO THE WAREHOUSE. EXISTING SITE CONDITIONS Z THE SITE IS CURRENTLY VACANT AND CON516TS OF OPEN GRASSED AfREA5. SLOPES RANGE FROM I TO 8 W PERCENT THROUGHOUT THE PROPERTY. THE SITE 15 ALONG A NATURAkL DRAINAGE DIVIDE WHICH PRODUCES c\2 RUNOFF FROM THE NORTHERN PORTION TO THE SOUTHEASTERN AND SOUTHWESTERN AREAS OF THE SITE, W 0 It c\2 14 ADJACENT PROPERT`I' Q a> 1 THE SITE IS BOUNDED BY LIGHT INDUSTRIAL PROPERTY TO THE EAST, SOUTH AND WEST, AND VICTORY LANE TO .0 02 THE NORTH. � I m � Z x 4 c\j r- E OSION AND SE IMENT CONTROL MEASURES _R p Q) uj I UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES W p o 4 SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE a VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VE5CH). W E_ f=, STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE 51TE FROM VICTORY LANE. RUNOFF FROM THE05 i ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. o CHECK DAMS SHALL BE INSTALLED AS A FIRST STEP MEASURE TO CONTROL RUNOFF FROM DISTURBED AREAS ti / q a� ABOVE THE CONTROLS. co SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. VEGETATIVE MEASURES w w PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (i) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE w 9 u= } `i w 9 APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN U O (Cl U DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL }- Z W >- AREAS THAT ARE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS. ~ TOPSOIL THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH U r0rn� VI 5 54 p AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. � a O Z ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED z U Q LL -1 VEGETATIVE COVER. AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERR 1--MANENT O N N cn Z J p p !9 MANAGEMENT STRATEGIES :3 Q CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIOINS WILL BEGIN AND END AS QUICKLY AS U Q J 4p 0 POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND � W d _ 9 MULCHED IMMEDIATELY AFTER INSTALLATION. IQ A O 0 9 THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE IN5TALLA�TION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. LTH Off, L AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MICHAE S. S K Y MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE ,,� ZiIP CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO �00 LIC03 S62No. CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE ��sSjONAL� VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE 51TE SUIPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE: END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 15 MAINTAIINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 15 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332 OF THE VE5CH. STORMWATER MANAGEMENT THE SITE CURRENTLY DRAINS TO AN EXISTING STORMWATER MANAGEMENT POND LOCATED TO THE SOUTH BETWEEN LOTS 5 AND 6. THIS POND WAS DESIGNED FOR FULL DEVELOPMENT OF: THIS PROPERTY. STORMWATER MANAGEMENT IS SATISFIED FOR THI5 PROJECT, SEEDING NOTES: 1, TOPSOIL SHALL BE SPREAD AT A DEPTH OF 411. 2• PULVERIZED AGRICULTRUAL LIMESTONE SHALL BE INCORPORATED INNTO SOIL AT A RATE OF g2 LBS. PER 1000 S.F. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 L55. PER 1000 5F. (1000 L.BS. PER ACRE). 4• SEED MIX SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33i6 SERICEA LESPEDEZA APPLIED AT THE RATE OF 120 L55. PER ACRE, 5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE BATE OF 3500 L55. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT' APPLIED AT A RATE OF 200 GALLONS PER ACRE. LANDSCAPE LEGEND KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) I QUANTITY REMARKS CF CORNUS FLORIDA FLOWERING 2-1/2" CAL. 3 AS DOGWOOD SHOWN AR � ACER RUBRUM RED MAPLE 2-1/2" CAL, 6 AS SHOWN GL CUPRESSOCYPARIS LEYANDII LEYLAND CYPRESS 6 HT. 25 AS SHOWN TA TAXUS CUSPIDATA J �1PANESE 36„ HT. 12 SOWN z J a U W � Q Z LL U) Q � Z Z 0 EX x co E?" O E- z � QZ o � U E_ � w O V Uw U) Q Q z Z Z M w o Wcl) o u W w cl) DATE: OCT 4, 1999 SCALE: 1" = 30' DESIGNED BY: MSS JOB NO. 2483 II NOTE: ALL TREES SHALL BE 6 FEET IN HEIGHT FROM GRADE LEVEL AT TIME OF PLANTING. I SHEET 3 OF 4 I METER BOX and COVER METER BOX (See Note) METER BOX COVER ROCK CHECK DAM STONE CONSTRUCTION ENTRANCE wim IS in. 134a. Non-TrafficM32CPW (as Traffic A32HH — T SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT IF REQUIRED. SET TREE 6' dia. schedule 40 1 'led with 24 in. Die. Non -Traffic MC-30 (From) WITH RML-I-T (Top Lid) - DRAINAGE AREA steel pipe N w- 31 WITH TOP 1/8 OF: ROOT BALL ABOVE FINISHED 2 ACRES OR LESS OF 10, MR concrete an d pointed Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) GRADEcc yellow j4 7' 24 . ENCASE WIRE AROUND TRUNCK IN BLACK EXISTING Note: 1/2" thick polyethelene plastic 30" deep LU A PAVEMENT (vertical crush strength shall exceed 3000 pounds) RUBBER HOSE. SECURE AT HEIGHT ABOVE treated 2% 4' with 0 UJ 18' dia. 1 6. 0 top 6' pointed blue FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE Zenolleeri above _T REMOVE TOP 1/3 OF BURLAP AND CUT ROPEE 3' 11 11 F //r-fin.,= prior OUNTABLE concrete pod 1'-6' sq. x 6' deep —varies as required 0 18* AND/OR REMOVE WIRE BASKET FROM BALL CLOTH__/ (or, MIN_ concingto FILTER CLOTH FILTER A BERM (OPTIONAL) thrust black BULLARD DETAIL corporation 3* stone by F.C.S motor box Y WIRE IM2 CiAlLli (OPTIONAL) SIDE ELEVATION surrouni (DOWNSTREAM VIEW) ctw& valve EXISTING UJ C\l an eve °tea 36'ri _0.rdroln valve 2" DOUBLE SHREDDED HARDWOOD 10' MIN. 0 LO erection of selling to be approved prior to installation S'ni GROUND Ito 00 screw type ve U C\2 oaliulirtable volve K 3" SOIL SAUCER 5 WASHRACK 10' MIN. C\2 It box 3r Milli tnuow Ipper VDOT 01 (OPTIONAL) I concrete 3 STAKES COARSE AGGREGATE C\? 00 I tubing, U09 SU I pod 1'-6' sq. x 6' deep \wi is in r. main n 'r— 6- sit. bdding C\J 2' min. 6' mcm, r- locator peg void M BACJ<FILL EXIST[W-4i 0) to math METER SETTING PARTS transition to motor 12' MIN, 1-4 witting as required PAVEMENT 1 lins "*W -40 chock ex 010.1 size si.. yow curb & gutter IGA-i COMPACTED SETTLING MOUND FLOW 3' CQ ffa9dw r,021M%-223W WM4-32XDG EC-23 Street C\1 screw it type 5UE*RADE 1- 3/4- JYM41BAll HHCA%-323Mi EC-23 ....... . . ..................... >, cu stone to be minimum POSITIVE DRAINACiE 10, MIN. UJ Of 6- above top of b" od�iustobi VDOT 01 COURSE I- IY5041BA94-444W MCA04-444TD--G EC-4 valve box E! TO SEDIMENT 0 .......... . . . . ....... . ...................... .. locator peg IRST&LATION NOTES: TYPICAL PLANTING DETAIL-- EVERGREEN TREE5 AGGREGATE B TRAPPNG:; DEVICE U111 z Alfttftex _T_ 04 18' to 24' 1. Exod location of motor box assembly (NOT TO SCALE) 0 4) block8), 8x 16' said Wad tabs approved prior to installation. IWAMSS AND ElGiRES6 OPEIRATION 2. Water service crossing street shall be PLAN VIEW (for valves 12- and larger) 2-10ACRE5 OF DRAINAGE AREA oncosed in 2' dio. SCH40 PYC or M SDR21 piping. The piping shall run from 3/4' 4" K one foot beyond sidevok across the copper for street to one foot boyand W"ok meter N =.tion I'x3/4" wye RUBBER HOSE 12, MIN. 0) mechanical joint Whet too with DUAL METER INSTALLATION a 0 6* branch GUY WIRE i 6sAU5,E .5 5/8"', 3/4- & 1" METER INSTALLATION 31 pi A V GATE VALVE Figure 5 TURNBUCKLE 3" MIN. qD FIRE HYDRANT ASSEMBLY Figure 6 AMENDMENT NO. 2 - APRIL 1997 FILTER CLOTH ::1 Figure 9 AMENDMENT NO. 3 - OCTOBER 1998 TREE WRAP WITH 50% OVERLAP (OPTIONAL)3" MIN co Et FLAGGING TAPE ON EACH WIRE (DOWNSTREAM VIEW) LOTH—/sg" MR M 4*01 SON 35 AINVO FILTERC SECTION A -A by 9. SOR 4940 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER PLACE TOP 1/8"OF waefar Ass ROOTBALL ABOVE FINISH GRADE VOOT 01 cost Iron cleanout cop with brass plug R countersunk square, head STAKES COARSE AGGREGATE 0 Moden PA4SV-CSK (4') -3 BACIii finished graft 11 Paneii Model PASSV-CSK (6-) ROOTBALL-REMOVE TOP 1/3 OF FLOW 3' Z BURLAP AND CUT ROPE AND/OR 0 L pod Wed e:•4' J ba REMOVE WIRE BASKET FROM BALL �Dz - deep V) VM"2r. lc2W REINFORCED CRE 40 L*WTLY COMPACTED SETTLNG MOUND 6EC DRAIN SPACE I M—1 I ME I I IEI I IE \�__CLASS I RPRAF 0 oggragot• bave she El I III HEI I 1=1 M I III EEI I 1=1 I IE •III III LLI Z depth Q411 (L LLI deonoul pipe 4" VARIES 5ILT'FENCE INSTALLATION Z serer 1. SET THE STAKES 2. EXCAVATE TFRENC14 5: 0 48* ben TYPICAL PLANTING DETAIL-- TREES OVER 1-1/2" CALIPER UP&OPE ALOW5 THE LINE OF STAKES. TIMEI (NOT TO SCALE) CG-7 -11 E- 6' stone boddi 4, 10K Sbvg approach same CG surfaciin as mainline NOTE Where lon?th fol, pehied V_ (radius to be *9 A--, roadway 04=6ce lot exceside 75' a deanou y hh�ed at the 4- poo of IMF 5 10, on plains) A (Rodko to be as property line. M"rwn 91 C Radial ni hown on plane) 2' L curb and Sutter T 0 X Close A3 (H.F-S.r= opoonof now Concrete 3. STAPLE FILTER MATERIAL 4, 5ACKFILL AND COMPACT THE PC Expansion Joint TO STAKES AND EXTEND IT EXCAVATED SOIL. is I A— .1 SECTION C-C INTO THE TRENCH. MICHAE S. 71 LE SEWER CLEANOUT 010 Figure 17 Note. Width 'B* or as Mainline roadway GRAVITY SEWER SERVICE LATERAL shown on ftypical section. LI NSVOlio. PLAN VIEW Figure 15 2- R 0 %031162 CC-,2Toper curb height dawn Pay 2-t 5' to 0 at this point or 1" R co at full height 11 1.3--0-1 h" applicable. CG-1 :2 � I--,' E, Construct Grade changes with a parabolic cur". AL rear Cordirtruction Joint *5 x 8' Bor*012 ' c--e • . . . .0.0. .0. 0.0.0-0.0 Pay tine oo-I Minimum Concrete • Var. 3' Win. 2 pay Lire CG-12 Var. width Sidewalk Cover 1 M' or SkWwalk Space 4 10* Parabolic Curve per, NO 4 Edge of shoulder 8% Max Var, wi "Or. A! li Z 1. - 4 . . a or optional now Une S-ai _D When St'd. CG-11 Is used for entrances built Corwitruetton Joint Pay Une Or- 12 in conjunction with VDOT projects. please, 4 4 Sklewoec ar .4 Air SID006coo 4 4 Ile«33 A A Mainline Rai ex max note the following: SWEET FLOW INSTALLATION . 4 Slope Chan" D (PERSPECTIVE 'vi TYPICAL ALTERNATE RADIAL PLAN er D )KIMaInline pavement shall be constructed is, .4 to the R/W line (except any subgrode FOR USE AT APPLICABLE STREET 1 40' kin. for Street 0onswic1lon stabilization required for molvdire, 5 a' Bare o 12' c-, CONNECTIONS AND COMMERCIAL Fair corrrnorcid entrance A pavement which can be omitted In A I Minimum Concrete ENTRANCES. (Henry Truck Traffic Anticipated) 20' Desirable for Commercial Eni the *ntnoncsi cave, tx" 00-13 203.10 The bottom of the curb and 5' Min. RADIAL PLAN gutter may be constructed A Radial curb or combination curb parallel to the slope of subbase SECTION A - A and gutter shag not be consrtructed 7- 2'-0" courses provided a minimum, beyond the R/W line except for A This area may be concrete depth of 7" is maintained. repliacerreint purpoo— of the option of the contractor, When used In conjunction with standard a(. CC-3 or Cr-7, the curb face an this W". permissible For, use with stabilized open -graded Guidelines for Grade Change D Constri-tion Joint dra nage nd layer, the bottom of the Standard Is to be adjusted to mi the ide constructed Entrornce Vaurns Desirable Maximum mountable curb configuration. Floor parallel to he slope of subbase See Standard OG-12 for Curb Romp design o This curb may be used with any design speed courses and to the depth of the High (more than 15M See 0 % 3 % to be used with this Standard. B Var. "i a... Z un I •- - .. but is required when design speed is greater When combination mountable curb and gutter is pavement. Medlurn -500-1500 VPD) ! 3 % a % When the entrance radii cannot accommodate A Sidewalk or.oP than 40 MPH on Rural highways and 45 MPH used, the Standard Entrance Gutters or Standard the turning requirements of anticipated heavy Skkwc& in developed urban suburban areas. Low (Wes than 500 VPD) ! a % a % truck traffic, consideration should be given to space Connection for Street Intersections are to have Note: Combination curb gutter having a radius g the adjocond: proposed =kn to 7 I= cl. the mountable curb configuration incorporated. I• of 300' or less (along face of curb) shall Slope 12 1 MaxWnum When this standard is to be tied into existing be paid for as radial combination curb )K Optior" floviiine may be used for entrances W barrier curb, the transition is to be made within gutter. In cut sections. Ii A TANGENT PLAN 10' or the change in standards mode at regular This item may be precast or cost in place. Optional flowline may require warping of a ISOMETRIC openings. Concrete to be Class A3 if cost in place. portion of gutter to preclude pooding of water. POINTr A SHOULD BE 14*1-11ER THAN POINT B. 4000 PSI if precast. E- VIEW SPECIFICATION U REFERENCE METHOD OF TREATMENT— < > I- whom St'd.cr,-,3 Cg-7 is used. Curb rornp floor to be cleft A-3 Concrete (clan A-4 If precast) with alip-resistant t Integral CONNECTION FOR STREET INTERSECTIONS 7'-4' is the rn"it"urn detectable warning eurfai coiiiiiii,ehn the entire width of the romp Floor (romp floor ni be 502 Df;;Z,,A1NAG-EWAY` INSTALLATION Sidewalk Area reqAnwini to precast or cast in place). The detectable woming *hi be pro -Ai by an *xpoi aggregate AND COMMERCIAL ENTRANCES 203.08 cc E- >., (with or without buffer strip) achieve a 12 ; I slope finish. Romp shop not exceed a maximum ski of 12 : 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (FRONT ELEVATION) O El Std. CG-2 —7'-4- 1 Flared mid" of curb romp to be poured monolithically with ramp floor or by using per - Or CG-8 miesiblo construction joint with requirod bore. 8_53X Max. 4- A If nornp floor Is precent, must be provided for do bars so that od)oWng flared old" oan be cast in place after placement of precast romp floor. Precast concrote sholl SPECIFICATION 7' DEPTH TO K USED WHEN THIE ENTRANCE be clo:s A-4. COMBINATION 4 CURB GUTTER REFERENCE E-4 �4 o RADA CANNOT ACCOMMODATE THE TURNING Required bore are to be N0.5 x a* placed I' center to carit" dog both of the ramp SECTION A —A REOUIRDAENTS OF ANTICIPATED HEAVY TRUCK floor. mid -depth of romp floor. Minimum concrete cover 1%0. 105 CD TPAFFIC. Curb rai will be treasured and paid fair at the coritroct unit prices for Hydroullc Cement 201.0 Rev. August 30, 1996 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 Z 5 x 8* Bars 0 12'c-c C*ncrate, Sidewalk and Exposed aggregate skli complete In place. ':_- �4 Perri Construction Curb/curb and gutter Hope transitions od)acent to curb ran" are Included in payment Slope 12 : 1 Mai Joint for curb/curb and gutter. This Rom may be When umed In conjunction with standard CG-3 or CG-7, the curb face on this Standard is . . . . . . p, air cast In pli to be odiustedcto)u match the mountable curb configuration. _A Curb Range an to be located *9 shown an the plains or air dk*CW by the Engineer. SECTION B—B uAn'o—bstrbucle-duts'tab'se. 'firm and ooil 'gica"i They ors, to be provided at intersections wherever an occe"ble routeMwithin the right- of - eel Fit way of a Highway Facility crosses a curb regardless of whether sidewalk is exiortfing. UnAs of Exposed o"regate sidewalk path conrwctkV oil occoi elements of a proposed or norwitletent, They rnoy be offset from pedevIA"' crosswollor as shown on plans fi that cort be approached, entered and or am directed by the Eni but should not be located behind vehicle stopt Ina. Treatment here width of k or sidewalk used by persons with mobility Impairments. Existing light poles, fire hydron drop inieft, etc. wig also offi placem-L spoor is less than 7'-4" Z > SPECIFICATION cc CURB RAMP REFERENCE 4" REINFORCED CONCRETE W (PERSONS WITH MOBILITY IMPAIRMENTS) 502 3000 P51 MRGINLA DEPARTMENT OF TRANSPORTATION I'X4'X4'-8' SLATS, 2-FINISH NAIL AT 2021-09 Rev 3-25-96 504 TOP AND BOTTOM 4" SUBBASE (21—A!5TONE) ON&ITE T*�-FICAL FAVEMENT 6ECTION 2'>(4'X4' BEAMS, TOE NAIL TO "T NOT TO SCALE WIDTH VARIEe\, um WIRE I-i REINFORCING VDO.T. i SEE SITE PLAN 1/4" 1' II ROAD AND BRIDGE STANDARDS SECTION 301.04cb 7— /4 A (oil -7 4*X4X8'POST5 4 .4 A_ A P AVEMENT 411 .4 - - 2' CURB CUT or 2" 5M-125ASURFACE COURSE lAr. W2 .0 C0 CLASS A-3 CONCRETE (o" SUBBASE VDOT STD. GR-21A 4'-0" 4111, (o" BASE 21-A 7 21 —COMPACTED 5UBGRADE —I 1 4 DATE: OCT. 1999 COMPACTED SUBGRADEi=TfT=I NOTES; (COMPACTED TO C35% DENSITY AT OPTIMUM (COMPACTED TO �3596' DENSITY 1. PRESERVATIVE STAIN ON ALL WOOD. M015TURE CONTENT, VDOT BTM-I METHOD) AT OPTIMUM MOISTURE CONTENT COLOR TO MATCH THAT OF: SLOG. COMPACTED 5UBGRADE SCALE: AS SHOWN VDOT VTM-I METHOD) 2. FIN15HED SIDE OF FENCE SHALL FACE 2 (W% DENSITY) .A—VDOT SPEC. ADJOINING PROPERTY, IF APPLICABLE. 414,03, CL, 1, T 0 MIN, PAVEMENT momp, '7R OUNTABLE I CLO71 Af 7 an I_ni will od7��] S_ni �kxxitar pog mogialuge setting C-23 23 >RA r MITIVr 0 SEDZN IT .P r VC TRA >E COMPAi COAVEL TYPE A DESIGNED BY. MSS TIRAe�4 DIJ�If=eTEfR FAD- PAVEMENT DESIGN BASED ON A SLIBGRADE CBR DESIGN VALUE OF ro. SOIL TEST WOOD FENCE DETAIL 1 I CONCfRETE 151DEWALi< D E T A L JOB NO. 2483 (NOT TO SCALE) PAOF THE 6UBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED (NOT TO SCALE) T'Yf=E I 5CUFFESCUPPERDET,41L VEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. FOR BOTH DUMP51EE ENCLOSURE AND PERIMETER FENCING E)t-pvint2 NOT TO SCALE NOT TO SCALE SHEET 4 OF