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Home My WebLink About065-98 Crider & Shockey, Inc of West Virginia - Fort Collier Industrial Park - Stonewall - Backfilem m 0 C\J J O u CD L Q, L L U 3 0 T CD O L CZ L CD U CV CU / i7 0 _. GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR -- - __- 33 r� _. SCALE 1 = 2000' LL_LJ LO o`no 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 N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 R+ 37 ,pE, N 00 c v N and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR U LZ v - rn 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 P - - �� <Pvv = rn oI 1 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. p g g PROP E/P poAA _ > N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT QLo Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational P Y P P �_� EXISTING CURB AND GUTTER -------- EX C&G __ _ -- ---- - - Z a; C o 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. Y-1 i i o It 3 -c n (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G ` w " 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, CG-6 CG-6R , �v °o � `n shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R ----- - -- ------ = =- =-==_� required under State law. Furthermore, all traffic control floggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE T �' - N a> 0 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. TZ Q,� 5i rE O with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T (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 EX. 15" RCP ►' responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. _ EXISTING STORM SEWER ui 0 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 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. representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX UJ 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 ------- ------ Q N a Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE ---- --- ------ - -- --- o w J�0 ? Q 0 contractor, various County agencies, utility companies and VDOT prior to initiation of work. SHEET 1 COVER SHEET w > - a- o w 8. All unsuitable material shall be removed from the construction limits of the roadway before placing � PROPOSED ELECTRIC SERVICE P n SHEET 2 SITE PLAN moo' � o_ embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 3 PROFILES & DETAILS a Q o 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less an undetermined length of time. VDOT will also require 48 hours notice for an y g q Y EXISTING GAS LINE --------e-- ----- --- - SHEET 4 LANDSCAPING AND LIGHTING o' a 0 o w Q o E than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE SHEET 5 EROSION & SEDIMENT CONTROL o 0 �. > w o J Q 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 o �- > on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE cn - <c o 0 > (h PROJECT INFORMATION �0G - � � 1 1 . All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained FLOW LINE -- - - - - - -� Q Z � Z a ct g Q U_ be minimum 6" diameter and conform to VDOT standard SB-1 . through construction. FENCELINE -- -- -- -- - - -*-- _� -- .5' of PARCEL IDENTIFICATION N0. 54 - ((A)) - 36 "0" -_ 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE ' r 0 w � Q 0 cn one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during the STREET ADDRESS: 380 WEST BROOKE ROAD u' ``'" 0 07 Ldj w and at end of construction. EXISTING TELEPHONE POLE TOTAL AREA: 9.2467 ACRES a * 0 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 EXISTING WATERLINE W/ TEE PROJECT AREA: 9.2467 ACRES V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have DISTURBED AREA: 6 ACRES 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 w w 'T' w CURRENT ZONING: M-1 condition at all times. CURRENT USE: VACANT 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT raa PROPOSED ZONING: M-1 ti 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 PROPOSED USE: MANUFACTURING sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE ------ - - -- --- -�-�?-- - ALLOWED HEIGHT: 60' � PROPOSED HEIGHT: 38' e 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 c= MINIMUM OPEN SPACE: 25% z i standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER -- - r-- -_�__ �___;.�_.__ PROPOSED OPEN SPACE: 48% Z r O 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER --- -- ----- -% w o c.> contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed 95% toeoreca 6" lift i n s o f theoretical i t d it d i l timaximum density as determined by be compactedti STOP SIGN > 46 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing 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 ( ) ��--.-��w?�:-�� REQUIRED PROVIDED W " pp F o of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT BUILDING SETBACKS: FRONT: 75 FRONT: 95 � o A a 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y g g performed b a qualified independent agency shall be conducted as required in the VDOT P Y q P g y q CG-12 AND/0R JURISDICTIONAL STANDARD RAMP CONSTRUCTION RIGHT SIDE: 25' RIGHT SIDE: 140.5' 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 r; LEFT SIDE: 25 LEFT SIDE: 116 a a, a a 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES ---' REAR: 25 REAR: 278.3 10 10 po 10 must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans �,, .5 5 '> development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION W co 00 00 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. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H/C REQUIRED PROVIDED PARKING SETBA: KS: FRONT: 25' FRONT: 26' shall meet VDOT minimum design standards and is the developer's responsibility. SIDE: 5' SIDE: 20' F- � M 20. These plans identify the location of all (known gravesites. Gravesites shown on this plan will be protected REAR: 5' REAR: 156.6' Q p It � C U-) 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 C,2 ol � c engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE 1, 1 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. �`-✓ F.A.R. CALCULATIONS PARKING CALCULATIONS 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 _L - ` }- 80,000 sf / 9.2467 acres = .199 Manufacturing Plant 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 Parking Requirement is 3 per 4 employees 69 manufacturing employees proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered p PP � Y Y 9 account receivable basis. PROPOSED STREET NAME SIGN + yields 52 spaces required professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note.--- PROPOSED SANITARY LATERAL CLEANOUT - Office lines in the SANITARY MANHOLE INDENTIFIER 12 Parking Requirement is 1 per sf 23. Contractors shall notify operators who maintain underground utility area of proposed excavating eq r 900 sf / 250 sf = 4 spaces required 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 STORM DRAIN STRUCTURE IDENTIFIER 18 U in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 56 spaces required �2 67 spaces provided Water/Sewer: Frederick County Sanitation Authority EASEMENT LINE P.O. Box 1877 CENTERLINE Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 (540) 868-1061 Phone: Bell -Atlantic PROPOSED SPOT ELEVATION +5 12 ENVIRONMENTAL FEATURES SIGN REQUIREMENTS � > P.O. Box 17398 EXISTING TREE DRIP LINE ., _,_f.1�_ . �. �.._,ti-:. �,,�, :.. -,v PERCENT FEATURE DISTURBED MINIMUM SETBACK FROM PROPERTY LINE = 10 U Baltimore, M D 2129 7 (301) 954-6282 ."^� z �,_;, FLOODPLAINS 0 SIGN MAY HAVE UP TO 100 sf OF AREA +, N FIRE MARSHALL'S NOTE EXISTING TREE �..�. � ` 15" OAK � 15" PINE LAKES & PONDS 0 MAXIMUM ALLOWABLE HEIGHT IS 60' Q tzp Q � Power: Allegheny Power MISS UTILITY 1-800-257-7777 � ,�-`_- OAK WETLANDS >1AC 0 � co � O > P.O. Box 1458 MD 21741 Fire lane markings and signaae: PROPOSED TREE ,- � SINKHOLES 0 NATURAL S.W. 0 R EC E I �E D O Q, ^a � 4-)Hagerstown, 1-800-654-3317 Any "No Parking" signs and yellow pointed curb locations will be installed DETENTION AREAS � � � U Gas: Shenandoah Gas Co. by field inspection at the direction of the Fire Marshall's Office. STEEP SLOPES 0 FEB 0 8 1999 O U P.O. Box 2400 >15� DEPT,OFPLANNINGD�UE�oQp�Nrr. O O ,� Winchester, VA 22604 (540) 869-1111 WOODLANDS 0 ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND �TOKAGI" WILL � N , MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET QL) TH0 Gr 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ITE TRIP GENERATION MANUAL - 6TH EDITION " ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. (Y Rates) ) " o MARK D. SMITH 9 Project Name: Project Number: 2. 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTOMOBILE TRAFFIC �o No. 022837 Crider & Sh®cke Inco 2253 AUTHORITY S INSPECTOR. �' 6Z.0�111iIl , CLASS 140 - MANUFACTURING 79,100 sf x 3.82/1000 = 303 VPD S �'S Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER `SIDNAL � METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY CLASS 715 - SINGLE TENANT OFFICE 900 sf x 1 1.57/1000 = 11 VPD'S ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Stonewall District 10/12/98 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 TRUCK TRAFFIC INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. ( 10� RULE) PROFESSIONAL SEAL &SIGNATURE Owner: Address, Including Zip Code &Telephone No. PO Box 2530 DATE: 10/12/98 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. (303 + 11) x 10% x 0.5 x 20 = 314 VPD'S Crider 8C Shockeync. oesg If West Virginia 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 667-7700 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 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. PO Box 2530 DESIGNED BY: MDS� AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY SHOCKEY - (Fred Ash - contact) Winchester, VA 22604 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. TOTAL TRIP GENERATION OF 628 THE ZONING ADMINISTRATOR PRIOR TO 667-7700 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. JOB NO. 2253 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane Greenway Engineering Winchester, VA 22602 k, (540) 662-4185 SHEET 1 OF 5 VDOT Notes: - - 1. Ens rancesed on 9�� ) are to 3 98 be built to VDOT CG-11 standards(Revi_ _ —- 54-A-36G 2. VDOT CG-12 ramps will be placed on the entrances Kraft General Foods by the contractor per directions from the VDOT field Ir \ i 4 '•.-`i a —i.. — DB 789, PG 485 o Zoned : M - 1 inspector. w 3. An entrance permit must be obtained from VDOT w \\ Use Vacant prior to development. �... 7 ., 9 - -.... 4. Contractor is reminded there are underground utilities Z ' r ' within the right of way that will require test pits to — . insure proper coverage. +� 5. All proposed entrances must have at least 500' visibility. 7 Si � - J_-__ _2500' to Rte Distances - 600 "� IN � _ 1322 � � 00 CO _ �. N . - _----- 54-A-36H I -_- - �, _ Drainage Area - 120 acres N 00 ---_ --_._.-•-�-^. Kraft General Foods c •v � c� _ _. f -..� Pro 12'x48' Tap r ..:--,.:,_.._ _ _.. `--_.---_..-•sxt..^ -'--- � � l0yr Storm = 118 c s a - � per- y a `y--- _ z ~ -� ___� - ;o _ _ - DB 759, PG 1062 .i ` \ 10 rn I n cc)_ x, _ � Zoned 1 7 - - \ __._ _� --- _ .�-��St - _ -�► - { Use edIndMstrial L = N _ -'' ... _ _ - \ �� _ ke R L �p `� »- _ - as'r _ M .. �__ - -- Ro 32 60 R $(� _ _ �^.. 1 "`8 . , xFH ° a� \.. - _._ to - i \ e F ..-_,,..� ..._....^ -Pr -._.`. tub oo '"~.�- � �"� � � U 8 Ex Ace sm t Turn..., "'1 4 - ' �- °�-- 0 6gA,.2 pit 11 - s _ _ Lan . - - - T _ ` w Cp Oft -no `n _ ass E ••.,., , co 8 'R R w,..-� - k Distances - V - - _ �. Guy wit 869 ""*..,.. , ! I t t .. � 'o .'set j.1`1 7 y.�"��1�'� Ff xf-'? MI' �t''.,�'L�,j�. x'' ^^.--• _..`.. 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A i 81 I l l o t CO 30'R I ` 7 2EG t EP \ `` 0 .. 50 R g o x �'/L ' „� OT i,,�` 78 �2' I I r I r \ \ r \ 8t One- 'ray Traffic !x � ESM' � SIGN 81 lnv=F7;? ; J � } I EP _..- 6 GRASS eso 819 20' Fire EG ~ 25'R 70'R 90'R — —_—--,.-==.�; - ..,. -=a \ �"- 1 If \ �\ cfi" e� 77 Lane _ - - -.. - - -. EP °°ee O i r f e Q 25'R , \ ES A One-way 694-- eao -1 T E-i Roise M — — — _ SSh4 _ — �_ _ _ t _ Z U` i/� Z �$1:1' 1�' s 5,(78 Tipp=6 1 — / _-_ \ , \�� \ N � ' t i �\`i,\ �` ....,..•.-.' `� / � 3 � \ • ` � \ a' .7{l •- t 4J •� "— ��^ V' --'~ `f � t�O t "l ^/I � � !'� ` \ \ � /� O .1. I --I O _.----^ / .,. ' � 1 1 `-'! '�4 C�j /' f / r` ,.,%/ � \ �— — — — __„-...,.. - /'�i'\'Y4_+ — \"" r•"^" _1 1 .'"ter ( .--„-.-. e � \.,y � N-I i�, 1/ 674 �- I ,�"".tr ! f `• � , i {� r �~\� ,. �. „--'"' 'ram,: �>✓ \ \ �� .' — � � S � � _ ..--^ eava� ' -—,.... ."✓''-' d _ _ _ �_ ... _.'---- --- - � w. •.., __,. ., 1_ ` \ � � -_--_•, � IrTJnJ '�-t I _ _CD \� _ f >j -• ".. r �.. - ..- �3 ~.,....,,. 4 \ v, ...�,..`' 8T— .';..'S,✓ n / t re„_ "'�..�...._.- Ww _,, _. •'•""m"""' - rn ...."""Vr-^'f",- ' '/r . �, ,` f."'\r" "".+...,^-....,.sue .. '..... •., I , _..-.. , s' •n `',_ _ — — W1L1 '' nt 1 = "'� --r'^ __"-_ --- - ,,,.-^^'~- ......--""8vv`�-..-.,� -,; 'V`^ t' --.. ,,,..,,�. `"`' •~~` --... o Easeme — — _ __. s. y i .f"�/'~ \fv . , • \ ,r"",^.✓ ' _ _ -__- 1 /^ r �- .C�dE- Q ,>_ `'•.^. 20 Sang -•'~'"". ./'�„`',r'v' W 680 -------- Ex. Drainage Easement --r 6aa rt ` Fort Collier Group---~- - Lease Building 2 � •, � ,_ -._ g # I - _._.._ - _ /` Hershey Pasta Group - r1 DB 776, PG 233 i Winchester, Inc. Zoned- . M - 1 DB 828, PG 1627 ~ ` - Use :Industrial I - , " o, DATE: 10/ 13/98 - Zoned : M - 1 Industrial — -, -� i ,ram` t 690,. SCALE: 1 " = 40' DESIGNED BY: MDS�Q I JOB NO. 2253 SHEET 2 OF 5 m 0 _o o, CD 3 L U 0 CU Y U O U7 L CD C- y Ln Cu Ou / U) 0 700 1 695 •:1 675 ••1 •:1 1 675 I 1 - I � i I PROP 0. %GRADE - C L DITCH I I 0 1 +00 2+00 3+00 4+00 5+00 6+00 Proposed Ditch "A" Regrading Horiz 1 "=50' Vert 1 "=5' PROP GRADE I 1 � 8" PVC (SbR-21) 10 W/L "B� 3 COVER MINIMUM ._ I 18" CLEARANCE •� U -S � c� I a> 1 j .� ,� o Ii ! rco f v ..� y� o � o i � � d O co A j O I v r0- Lo iii CO co CQ co .•1 675 670 0 1+00 2+00 3+00 Proposed Waterline B Horiz 1 "=50' Vert 1 "=5' o� o •:1 675 7+00 PROP GRADE EX GRADE -10 FF=686.50' i __ _ 12" PVC 3' CO R MINIMUM 8" PVC j (SDR-21) (SDR-21) i D ( —{ j i oo -0a co 'lam, CQ Ma j vv l� W c0 rl- �, pi0 oiH +� + 4+00 5+00 0 1+00 Proposed Waterline A Horiz 1"=50' Vert 1 "=5' co 1 a EC. 48 RCP-•64 ®0.625% Prop 48� RCP-1246.625% ! I ! � Pro 76 x48 RCP-100 ®2% j ! / Prop 76 x48 RCP 24'@1% I coW cc > Q) o o co ` �i .. `� co i p II i co I Ico w o i�.-o OM I C'?co — C100� W p co p p lam E ? +I + O �i + O + Lr" 0 1 +00 2+00 Proposed Storm Sewer Horiz 1 "=50' Vert 1 "=5' 3+00 4+00 ' The structure at station 3+00 may be a VDOT standard JB-1 a precast 122.5° elbow from the pipe manufacturer. • • / 675 670 665 5+00 700 695 ••1 •:1 675 : 11 ••1 685 30 680 20 675 10 10+00 2yr Q-;376 cf s V=0 f/s I � 3:1 2.5'1 depth 3:1 I = j 2�0 I k I i I 0 10 20 30 West Ditch X-section Scale 1 "= 10' 700 695 ••1 MOM] 675 11+00 30 20 2yr 100 cfs V=5.� f/s 2 d6pth I 3:1 i - i 3:1 f i 40 0 10 20 East Ditch X-section Scale 1 "= 10' ( I ( PROP GRADE �E j ( 8" PVC (SDR-21) W/L '•C" I 3' CO R MINIMUM Q'? ..p.. D.-_..._._ l� _ i _ ��? W �! i _.... .__ m o x� 1 a CQ vvR +1 0 ! o 01 C121 ,n r o erf°' d' ( A, >a C O 0 1 +00 2+00 3+00 Proposed Waterline C Horiz 1 "=50' Vert 1 "=5' 4+00 •:1 675 5+00 0 8" CONCRETE z 3000 psi fr WITH MESH L1J 4" 21-B BASE W STONE z DUMPSTER PAD SECTION (BASED ON CBR-6) z W N � 0 Co 4" CONCRETE 3000 psi W/ FIBER Q � o N00 N 4" 21-B BASE J o STONE :- Uj SIDEWALK SECTION w o o (BASED ON CBR-6) X �S: 6" CONCRETE ,. ► x:3000 psi V) M WITH MESH 12 Q) 6" 21-B BASE ;� w STONE TRUCK STAGING AREA SECTION Q, (BASED ON CBR-6) H U � z .� 2" SM-2A 0 o U 6" 21-B BASE w o STONE 0 0 a PARKING AREA a a a a PAVEMENT SECTION (BASED ON CBR-6) a w co co 1.5" SM-2A ° Q 3" BM-2 0 CQ 8" 21-B BASE iAr STONE ENTRANCE PAVEMENT SECTION (BASED ON CBR-6) N I.S a E-' Y ACV OZ a PRE C� +, > .2 !� 4) 0 Q 0 %+--o 0 N 0 ��^ (�` V { W DATE: 10/ 13/98 SCALE: as shown DESIGNED BY: MDS JOB NO. 2253 SHEET 3 OF 5 q, STONE CONSTRUCTION ENTRANCE `'YLT FENCE SCE (' ILVE °`Lt INLET - ♦ � i her URiR aDlw e• kwk A �m > OM � •�� "'^--....'_^-+,.,...,-.-W,,,�M --_._ _.-._ SIDE ELEVATION -_!"Ohs, - - Install 12" of (ateh grade) call 11 slice _.....� _.. _ 21-B behind curb _. ~_� �,._. W ----- rr MI. S V lial�.. a vrrowkac s vela _ - - Y CG-6 "N-M "r ,w 7 a � Ir TIN >r f � ��` ' -..,_ �► - '•_--....-, - .-_ 4 .' ._" - _. _ -` t / �e s� Existin ; m � See Entrance 12' g , � � '--•-�-.__ r- , _, _ ,...._ _- __ ._----_.». - • ' � � � Maim ru �- Pavement Section Taper Lane `~ -. _._. '�� •� Above "I�"m"Y`su{ra r IaM ° rht7. rywwrpcw aeathrob.wnwrxur 1, r-- (wetm* _ n �® _.. . on liesee PLAN VIEW • _-o -... _ _ ---- LU N LnuVDOT Field Inspector Press OPTIONAL 51(XE CI1II3ATION will approve CG-11 J• I.I. entrance before construction j rarurxanr SECTION A-A,.00 Half T YP ical Section m.., I . � ',, ,- ....: .r :: � 1 � ��>j� j t � �m �a�� r: � - _ -,-- �_ .,_ � _ •a, o rn of Entrance - vacr a a h m 9a cs�c a s:.�r z • w 1 ��. { '' i j N c raayr 1 x-us�,.r._ • rnrz, -� - %'S B W -� , 1 �I , I ( ,_, _ local® lacers aIMN YeR rr w¢.,:rr x r. n r�nrs. r•> - �- _ _- Not to Scale SECTION 8-8 w ._, w w _ _ W ` ,f r ; f -,•�► W �t�1„w - 1 1 1 C CD gwt�al bockel lalR.T: AWPO M s.lrr !WY fe ill culls r sltiw nrr am y{ IR fro JBt-1 1 f ) 1 W ___•_ yP/L , , - W goad aWde ( 1 W E "� r `�� W - O O �F t. _ / L w� f _ CONSTRUCTION OF A SILT FENCE t nW W W .,.� x (WITHOUT WIRE SUPPORT) i ; 1 �. rt�.y,. W �t L •- Q ;, (� } 24' ca.i ly compacted i, ? I r ( 1 f , t r �� I- LL- 24• carefully omwact•d .aieq b.ckel .... ".'�+ 6" ufia x^edde 40 ",y 1. 3C1' THE STAIRS. 2. EXCAVATE A 4"X 4" TRENCH .'•. �,.. .elect bookfl . '- ... sled ' /I •`:n J' # I - it i __� -"� r �•' to .. � E AIANG THE LINE OF atop• pipe y' STAKES Q ' Og7egat• '' {• •J.: � COCMIe old posited iyry fff " 9TAI039 i l _ k 'I '� r O.D e f 1/2 O.D. .G i elm. ' _ • '. i rys ? yp e- y ;> . , ��. i'. r I ,, } jf�/•,, .�.,..-�..._ . r /L ES11/'T L_ to e- canasta I6" If.11. ry'':: 1'-6 ��' / � / ¢ � f '''� �� r L- C- aton• aggr.qat• oalcrole *' s_ / _ / I I 3 -� _%J�, `_-r _r-Ply O 0 ens BRL --- STANDARD CONCRETE CRADLE { ` ? III ? `=� ` C Q) general baakfe thvat block B)IUAD DIAL nor �� / i 3 ` '• I 9.n.ral Docket // ' .,,• W Cn C� III • II " I .'"_._ 1 Iis 24aeon ey compacted cash lr direction o/ xHi q to be appraisal prior to IMtOBOI On 3. STAPLE FILTER MATERIAL TEND 4, BACI6EX AND COMPACT cenawe. aal•ut D«km ca t bock a 24' TO STAKES AND ]'+.7{TEND THE IXCAVAT6D SOH.. w«t ttrrrAfe IT INTO THE TRENCH. (1 t/2 O.D. Q0. { as kvd concrete pad 1'-6• n x 6" deep Q>Q+ 6• �``` e. 2e min, _ 6e max. CONCRETE ARCH CONCRETE ENCASEMENT IIIi ?' 111� , g, I 31, Landscaping Calcultaions I 1 -� py repave to 1-1/2 tens stow to be mfnirrtim eaalo - j I I Interior original thlchw• cut to b. made n of 6' abovs tap of dace box / .fAW�1 per 10 spaces - 66 = 7 trees Z ten. of replocwnant. locator peg I = I ' 3 19,400 sf parking requires 970 sf green area (5%) I I - 0 L) 1. e SHEET FLAN INSTALLATION ' _ .... ... (PEIMWTIVB VMW) 970 sf has been provided O.D, \ Exterior •� wte.,r.al a ,y , . \ # `�! 3 f 1 per 40' perimeter 920' 23 trees W o compacted 21-Aiya^ck' ,.? ' _ . O e. .,.,•:.�,,�.�;;>°; � A \,� ;� Note: _ � nwh,(x:�'� •. "few � with - "(�' - hade trees are Red Ma les (2.5" Caliper) „,f talc ,�� 30 S 6' bmxh _ `"�`- 65-Shrubs are Blue Maid Holly(36" tall - 4' spacing) "-- A. o. a. a. V.D.O.T. PAVEMENT REPLACEMENT � ,.t> � \ � __""'-•-' .-. _ ?` • .�'i p g) > } . � lilt+� • ^•.r4 -,.., Screening: '-'•.e` ,� b c -d TRENCH & BEDDING FIRE HYDRANT ASSEMBLY Figure 1 Fgure 9 \ \ ___ - . , ` ,,. 30-Cedar Trees (6' tall) I rn 5 9 POINTS A SHOU D BE HIGHER THAN POINT B. \ F� I a ((( ' Ford FC HH 77 HC-15B D (FRONTAELEVATIIOOiN,A)TION 2" custom setter • y } . (meter by FCSA) 906&3 ldspted U. DOE PU15 SO6 2 tX> CO standard \ .. cost in place access door, w centered in topflat top for 1 \ (see note 1) 4' diameter y i. manhole coat eon c1•alaut cap wall brave plug ) 00 varies 2" max. nnqq pua� \ e� l.ishe() Panelb Ma" P"SV-CST( 1" vn W • •� ""I R nod o .axltarsunk head 1 • ..: � at property line ( ) w 3 --_I ..• r-Y,y... _ .--I C�2 (See note 2) grade pawl. blodal PABSV-C�N (6-) nitelvel . ,....__. e i e i e i \ stub J_5 fl. c new manhole I J` roadway bOx� exist6 tin - existing 16e copper F r3' riser section 9 base aeclian I1 \ \ t '.li'.. f .....• sold \ 2" K co r ^ for 4' diameter .quo, oonaete ekN pod tubing (no joints c„ manhole 2a.. 20". i2" from main to w(th cutouts \ ! y- \ _ _� err ZA N� curb atop) I �, �� f -A(rye 1 aggregate baw • r- _ \ \ S .may ' , .. , ' N 71 x!. ' I = �(�%l ( depth 3") _ .;rpOlr \'� x'-�' s•-r s .,,Jt ''�, I p�� depaal \ 1 Lr a DIP, coupling :A x �sJ #i<_z ® saddle with 4{ � S ) ft• - 1 I � corporation r'6"+{tosbedd'n' [ \(��`r `_- --}, ....-I Cr) stopg ^ I \ v rlr 0 • .Salo, - 00 solid support blocks l+ \ Z,4 r� ' water soa 21 section of line to be removed (t, \ \, .,•� ( c") ,r -;; .�.N I r� main under custom setter •an CN •J ball valve curb sto -8" stone bedding {°w' CUT IN t 1 \ to - \ \ '� s•• 1` f Q ,ram Qi with FIP ends, with wp. 46• bend I O 2" gate valve `t t \ \ 4� f � operating nut \ %'" x \ \ ® } 4 " 6. Pq NOTES: ....... T .. .. \ \"",`t, U 1. Access door shall be by Halliday Products s or our approved equal: e• nab beadeq '•,,. .\ \ ca A O^ ��,� �1 a) in non -traffic area - model no. 51R3030 fA07E : wMre lenotn or s.V$. laud to •to••d• 76' \ � •I-r dr b) in traffic area - model no. H1R2424 o�tl.aty O aa..rr,bly and D. rumhhed of a. Iwnel section s \ \ \ ,.re..,, 2. Water service crossing street shall be encased N \ o U CUTOUT DETAIL 1n 6" die. SCH40 PVC or SDRZI piping. The etnow y piping shall run from one foot beyond sidewalk, typical across the street, to one foot beyond sidewalk. \GWS 4 t s _ r �w _._._ .- ..- ..yy..ys . ..:... - s.., , .:.......... . ........:....;.'...,: 8" {toe bedding 1 1 /2" and 2" METER INSTALLATION t. set barrel section over existing Tine Figure 6 SEWER CLEANOUT 2. pour manhole box and invert AMENDMENT N0. 2 - APRIL 1997 Figure 17 3. remove tap section of existing sewer AMENDMENT N0. 3 - OCTOBER 7998 g line to form open channel \ \ �+ + •"t """- i,, _ 4- Raise > Y•-�j`r - �. \ 1 DOG HOUSE t \ r• \ A� M _ _ _.._._ `P"r6p SSMH _ fJ "" sw• �� r ADA St'd "Handicap Parking OW " ( \ 1 681, -� TO -6 1 Y- ��,_ r�I n ,i wrra�r do "Van Accessible Sings NEW MANHOLE ON EXISTING LINE -`' Via°lv��-2.0 r net,,. j \ u 8" Colic Curb Exposed Figure 14 j \ \� l •,-,, . , ..o aver .,,..:: ''•.,:raz .,..y -• � �� - � � __ '' � + +. { •.. $ w .r. e r .slow ..e +...era Concrete . Rtsa ti Walk c TYPICAL SECTIONPit:J - TFE WYE. OR PLUG - \ N A. d .coal I•^^eq tlo (Rdfv mar M�arwpd .eh edwtates nod excogeon ' ' .. . •. :. '` \ •� . \ \ � � � �-_,_._ .. � ! �"'r � � � �:.•" - � . p[4jMASM1•. aM fie cascrotew owxed b OOlratt,MM'• =.W Ir - fY min roc Ion• anal {r pipe the ,V mM a0oewt fxrd'et brd ,oi. me Oerrlp cenwl:aaw ro• - l6" mrn. for t2' 111 20• p7pa CG-8 b 2' f \ \ _ �- - - S - - •-'�' �- �- _.._._,_._..._.___ ..-_..-=� _. .-......._.._ _.....--_......_. agakar rrtebfabrd sal efld rwnM m clown. see clwt betbr tar A a C a{rrwMiau. Window \ ,o \`ti,,-n r a+w-•-'� _._.,._._..__ CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS - y �^ - rp pM{ "a If or veld 22 I rS aid so Precast - - - - - - - - - -•- - - - - - - - - � \ � �` S ; � a•. low eve l ewsl Wheel Block a• I•-0• o'-s' r-o• o'-e• a-.• one' I- a'-r I-{ �� e:^ _ -----,... ...__._ c _______ s ___.- S ___.. 5 ,..__,__ g __._, _'s__....�;�-•- '" µ ,L.i tom, A- -I 1� t. 1-J - 1-7 d-9• it-fiov 1-0 d-9- -J �r, t Ire---1 to' I'-0• 01 I'-0• I -0 0'-$- 1'-J• 1 d-9• - -- - � / ' �f ` 12, Fe N• 1-0 I J-0 I•- i I / 1-0 aasv - - - - - - 16 - I J I- 1 2-0 -e 1 4-e I 1-0 I J-9 1 I-3 t-0I-J 4-B"-� `'l" f-- jg 2Y 1-0 I 4 I a , 1 I'-e s 9 -- - m yI y f I I 0 0 /�+_"1 ^ t'�w 11 I/4• THRU 90' BENDS V V -p" e...,," �41 \ ✓ � U Z.C. Painted '�°--•-••-..-.._,• �J, Symbol "�- I E- 1 sae. El rer ww e4 ww /� o ":"...« F 4 ..rekd is csoer rrwf bled. //--�� to Fii ' " �j W V s„�d•'z. mnm W r� NO, ins ageli ¢ cv w�.l.. ��. `""""-•- .,•...n__--�--._. /S� ~ Ln Handicap - a '_' " ^�/ w vtRTIaL BENDSu:>` ` Space COMMERCIAL ENTRANCE DESIGNS LEITER - �,1/ fz - 8' 5' or 8' 8' O o Q scull below d - - - f9 SYMBOL DIMENSIONS E W N - - 23 ALONG HIGHWAYS WITH SHOULDERS A As determinant by the � l0• - - IA 3.7 fnglneer CG - 6 CG - 12 A Ili 0 1lA{m li FOR HIMI a IT• - Is u 3s TYPICAL HANDICAP SPACE (English IJI D too,., greats, A!, o' w arms Sidi BE BE Sow a• 04 1.7 °e 7Ir AND RAMP DETAIL (�M,n� ('I 20 AS me tnaRavM BDM to. as 2.3 st - SINGLE TWO-WAY ENTRANCE a 25•ar greolar, In I ..I.rg 4''0". _ L.C) areas .here it Is onlicippled r: e-a- Ild(a.l 6.0 A CO 1I Ina[ In. nghl turn lane wr tim.J •--------------- 71 7! _ lanr i%lhs <fulu'r e,on additional r -- - --- _ W t�--Lirrcls of Potking Lot ' I 12'le rec.-.nred. � CONCRETE THRUST BLOCK c -_- c j` --- -- - -- - -- L.L Fi ure 2 \ Radial combination I E 4e'or greater. \ curbandgulter l I ^,* a 8 \\ -w--I Pti o: N I q c u 8 -- --- I--6% 6 0� PIPE OUTLET TO WELL (---� I U ❑olio co od rodieelec led DEFINED CHANNEL ahosocc ed Type l• Ive �4"-�1 lT I Rrw'�-77 rnloicipoLor type of vehicle I PLAN VIEW 3 y 1 I o -L s qe. forger rod. should De 2"R A� - cenemte pod I'-6 sg x 6' abed q I t m c or,dbereaa . e br tsM1�ner or \ °. RADIAL PLAN u c S9mear ril larger wemdes or. d TANGENT PLAN � 1 r \ \ I w ii onlicipolt d: however, in no 4 % U U w Radius to be Os 9 0 0 o C co 9 liner dies be less than • shown on Ions 12,51. 4 w 30' - .0' A' 4' ' ° 4 .'4 Sidewalk Area-�--r-� 1-9"is Ins m,nimvm renuvemenl e D 7 -► L--_---- - A �� 1 ,9'S =r / (J 1 F- G Y G Y 60• - 90• rn .4,' ..e' . 0 4 '. Iw1tA a wlllpul DufrN,trip) to achieve o 12 1 slope � . i '. e . "A ♦ "'•""' Street approach same Std. CG-6 3 xr{r typo .:.._: I :" o �- r -I F- r -1 : A e ° '! a e.33%Maw N surfacing as main ions � � o - � � ' a, � � A \ \'�--- J6• boxmin. 6' • of Po+tmrnt a'' e l -. IxElustabit wAw roadway l m _..+ U Edge Notes ° .a, •. :° The bottom o/ the Curb and SEC -A SECT A ,CD l(S - U) Entrancebeh shown on 1ny .° . � _ 1,, v) enter may details showndifa,di 10 this 1 gutter may be constructed ��/r.• , FILTER CLOTH KEY IN 6'-T. RECOMMENDED FOR ENTIRE PERIMETER - -- • apecilic she p roved by e / parallel to the slope of sub- -it or approved by me NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION T Cn ter, when based on stone 6" 2'-0" SECTION A -A W Iehe Expansion Joint n N a :a�. en meerin lea. surface depth providedia SINGLE TWO-WAY ENTRANCE gn minimum depth BASKET, OR CONCRETE. bcatd klD9ed 9 it Dsvtclp Slope 12 1 Moelmum 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED Y to man a WITH RIGHT TURN LANE AND TAPER maintained. C / 110 Accessible route as defined This area may be concre/e p t `t--�_ in 24 vAe Jo-71-ion is prtstnl. curb of the option of the contractor USING PLATES 3.18-3 AND 3. 18-4. - J �a r ps in_ ac<oraonu wiln Sod. ISOMETRIC 3, d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT E c ml w�u „� Cr) .� -• Main line roadwa A� G 2 be pro deal Stops 12.1 Maimum ,..,.:. VIEW q La1 design speed is 40sMPH of less '•°' - - ----- " :4 ,,;_ _ Nolen Width "B" 2'-O"or as shown on typical section. 9 having L .... ,.... L:, �,;::, '•' ` - ^ I lel Rural ss in developed eel urban d MPH �01�300 less (alartgf face 1 cab radius It •,••„ ,• NOTES HALF PLAN __ r I d ) „��\\ \\\ i\�\\ •//\\\\ ��/i, rn LESS THAN 6 INCHES o �- DATE: 10/12/98 a u u' , F areas. be paid for as radial combination curb d An ro«rst, to be Class A-3 Lorust tor' 1. 24' gutter. • Source: Va. DSWC Plate 3.18-1 -O Q• � Ramp surlace shall be conslrudea wan a non-skid finish oM crow: sloce of the romp snort nm e.<eea }%fool ^ w f w { _ � SECTION B-e p slope of 12:1 SCALE: 1 ' = 40' I Rom Snoll not l.ceed a m0.lmum 8 x 8 x 16 said dark This Item may be precast or cast in dote. U (for runes 12• and brger) Faca of of ter line Rrw curb cm ram Guller line Ps are to be located as shown M the plans a as directed by the cngmeer, They shwa be Curb Curb Of Side SlfBef offs,[ Imm pedes!r do cr assw olks bet snood not be ached be d re Inde slop lines. E. is rang fig Pal poles, (� Concrete to be Class A3 if cost in lace, Main line Roadway P r placement me hydrants, crop inlets, etc. wall also mlea l t L.C) I __ 4000 PSI if precast. 0_1 -- - - - Cal romps shall be measured aM paid Tor al the contract unit prices (or sidewae,cab and galler,or.l., (ZI t :fT -- D C D coman- thereof whrch pace shall in<We oil work re -say lushope ar to the,tem,asred,wed DESIGNED BY: M DS/W ----_-__ worn ante h onrynchon w II Standard 1h. A t D i n l r Gf,-7, the curb lose on Ihs Slondam sMll be when urea in conjunction wan Sland ard call or cal-7,Iha curb lace on this sla Mom ie o M odlmlea CD SECTION A -A ad, ,led Ion match the mount.We curb-lpurobon. 1'- - r-1 11 G to makn them Npble wrb mnast oban. . . 8 Treolmenl where Y e • width east obl0inaae. GATE ALVE Y _ G This Sheet is for Landscaping Only, JOB N0. 2253 CD �- r -� 15 Edge at Pa•en.eal COMBINATION 6" CURB 8i GUTTER CURB CUT RAMP p Y STANDARD CONNECTION FOR STREET INTERSECTIONS (FACILITY FOR PHYSICALLY HANDICAPPED) SHEET 4 OF 5 54-A-36G Kraft General Foods DB 789, PG 485 Zoned M - 1 % Use Vacant "S' --mum crt� (0 2500, t 322 X id 14-0. IN-00 0) -M __TA (0 _41-k, ftftft *lest 227 " a- e 100ke R oad Br 8 3�6 (6-0- A Z5 r09 F:-- mph 00 (0 (4) N, 85 03.3 +86 0 it i 84-Q+ E r6 < 851) 18g + 852 8 852 , 84-* 4- 4- +854 83 -7 W /_4 I ,T '-- * 'N\_ W w7ae_ �7 conc.w 2' 6 -J- 839 66 W 7a X 5A 86. + 6� co 0) Siarnese 0 Conn ection 6" Coner, 6te 819 6 6: -57,\ 8211 C\2 iing -A-36A 80,000z", 54 lo Sf FF:�68� 50' Kingsdown Mattress . . . ...... 27' Narrative Project Description 112 V-1- Z_. The site is located in the Fort Collier industrial Park on West Brooke Road. The purpose of this project is for the construction of a manufacturing plant of approximately 81,000 square feet. Existiny CID Existing_Site Conditions me small scrub trees in places and a drainage 6 The site currently is an open field with so 86 easement on the southern side of the lot. r % �1, '7 Adiacent Properties \ '81a a2,1'+ 400, Kraft General Foods and the Fort Collier Group own the adjacent properties. 79D 684--. Soils The soil conditions are as reported in the USDA Soils Survey. The soils on this site are 82L Frederick-Poplimento loams (1413, 14C, 16C, 17C). The site has limestone outcroppings. B2 These soils have slight erosion hazards and moderate wetness when excavated. The 11 l " 1 \\ \ i ` topsoil in these soils range from seven to twelve inches deep. 8" 21 _B + Critical Areas There are not any unusual areas for concern. 682 Erosion and Sediment Control Measures • Install silt fence • Install construction entrance with wash rack 8" 21-13 • Install diversion dikes with sediment traps • Install check dams • Clear and grade site 81D Install inlet and outlet protection when needed. Permanent Stabilization 68 i� Once construction is complete, the areas of exposed ground will be covered with a minimum of four inches of topsoil, fertilizer, seeding, and a blanket of straw. 81-0 77 812 ZQ r5q Stormwater Management 680 The stormwater management for the industrial park has been provided in a regional pond 694---' at the western end of the park. T iii Maintenance Program 8u 7\ 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be C'5 repaired or improved immediately. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be installed immediately :X where deficiencies are found. ROL 3. Permanent erosion control measures include the establishment of grass on exposed 71 surfaces disturbed in the construction process. --- - - - - - - - - - A__S 4. Sediment traps will be cleaned when the silt reaches one half of the wet storage volume, 7L-_�877�7. FH VDOT Notes: 1. Entrances are to be built to VDOT CG-11 standards (Revised on 9/3/98) 2. VDOT CG-12 ramps will be placed on the entrances by the contractor per directions from the VDOT field inspector. 3. An entrance permit must be obtained from VDOT prior to development. 4. Contractor is reminded there are underground utilities within the right of way that will require test pits to insure proper coverage. 5. All proposed entrances have at least 500' visibility. 54-A-36H Kraft General Foods DB 759, PG 1062 Zoned : M - 1 Use : Industrial 820' 1 'nV�b7 to Rte 132 (0 (0 LIP (0 E 841 E N kj S a 83 Prop Access Esm co 83-1 C pp#2265 'Off862 ke 2208 in V'=670,9 676 674-- E Z 0 Li Q Cr W W 2-7 (D Z W W W - - - - - - - - - - Phase I I . -- -_ --- 684 t`ilI -TZ7 'J, 1. The site will have all silt fence installed. Ex. Drainage Easement_.. 2. The construction entrance with wash rack will be built. 3. The diversion dikes with riprap sediment traps will be built. 4. The site will be graded. 5. The rock check dams will be placed. 6. The new entrance with the culverts will be constructed with inlet and outlet protection. 7. Upon completion of the phase the site will have all permanent soil stabilization in place and all inspections by respective agencies completed, then the remaining erosion and sediment control measures may be removed. 8. Before receiving an occupancy permit, all work within the stream re -channeling shall be complete and stabilized. Note: The Frederick County Public Works and Engineering Department will retain the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. Seeding Schedule (Soil Stabilization) 1. Topsoil will be spread at a minimum depth of 4". 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 sf (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 will consist of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. 686 %S43'46'23-1q-676.52' 54-A-36J Hershey Pasta Group Winchester, Inc. D13 828, PG 1627 Zoned : M - I -Use : Industrial (090 ......... I M N 00 (0 N 0 "t U-) 04 r- C 0 Ln X < E-, > EE o (J Q�7, > � C�d OQ �4 DATE: 10/13/98 SCALE: 1 " = 40' I DESIGNED BY: IVID�k I JOB NO. 2253 C-) SHEET .5 OF .5 L CD 3 0 T CD U 0 CD L U 0 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR -- - -- - _..�_ 33 _ -- _. SCALE 1 "= 2000' �W, W 0 00 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. V1. All work on this project shall conform to the latest editions of the Virginia Department of--��-w Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion EXISTING INDEX CONTOUR ., �_ 33000 R+ 37 �PF C� o N N c v �p 04 and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 v iZ, W J : - c0 rn 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 _ _ vb _ °' 0 1 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 RoA0 i _ > 4- N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Q �, L r Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational P Y P P �Y^___�� Y_ EX C&G TM_ �_ _ EXISTING CURB AND GUTTER -- Z +; o o N o� 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&G W a� (VDOT) Frederick County prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER N, 00 � � ,c Q �- w 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is in CG-6 CG-6R x �� ` - State law. shall be accordance with the current edition of VDOT's work area protection manual. _�_ _ TRANSITION FROM CG-6 TO CG-6R��-- __LL ==- =w required under "A Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest Road & Bridge Specifications, Section EXISTING TELEPHONE LINE T �� SiTE L_ L_ a) 5. The exact location of all guard rails will be determined by VDOT personnel. joint inspection will be held edition of) 104.04-C. �c� with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation ditches be The developer be V4. Design features relating to construction or to regulation, control and safety of traffic may PROPOSED TELEPHONE LINE T T ti o o, (n (VDOT) to determine if and where guard rail and/of paved will needed. will _ EX. 15" RCP +' ; responsible for providing guardrail and Ipaved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER - _-_ 6. An approved set of plans 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. representative of the developer must be available at all times. EXISTING SANITARY SEWER - ------_�_.- _ - - _-.-- SHEET INDEX 7. barricades or flagmen should be in accordance with the Manual on Uniform Traffic Warning signs, markers, g Control Devices (MUTCD)• V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the PROPOSED SANITARY SEWER ---- -- _ ------- -- -- -- �- o w J^� > _J o County initiation EXISTING ELECTRIC SERVICE ---- -----________ _______._____-.-__._ __.___ w > W contractor, various agencies, utility companies and VDOT prior to of work. SHEET 1 COVER SHEET o o 0- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE -� P SHEET 2 SITE PLAN -- (\} ^a✓ w a - Ln a_ Q embankment. V7. Contractor shall notifythe local VDOT ResidencyOffice when work is to begin or cease for SHEET 3 PROFILES & DETAILS `-'a- Q o 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less an undetermined length of time. VDOT will also require 48 hours notice or an Y 9 q Y EXISTING GAS LINE __._-__._._.___.____..__.._..____..�:___.___-....._.._.___.__._._...._._.____ SHEET 4 LANDSCAPING AND LIGHTING W 0 J o � wo > than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE SHEET 5 EROSION & SEDIMENT CONTROL p Q w J Q 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 p w J Q > on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE z > 00 o PROJECT INFORMATION© S- y 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained FLOW LINE - - -- - -� - s -- J o g � Q � be minimum 6 diameter and conform to VDOT standard SB-1 . through construction. FENCELINE:------4 --__� _�._„ _ _ Q Q w V) PARCEL IDENTIFICATION NO. 54 - ((A)) - 36 "0" 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE _r z Q 6 one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: 380 WEST BROOKE ROAD z O (n �? r 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at the end of construction. EXISTING TELEPHONE POLE TOTAL AREA: PROJECT AREA: 9.2467 ACRES 9.2467 ACRES a N * rwo enteringpublic streets and it is the contractors responsibility to clean streets allay dust and to take P � P Y � Y � V10. _ _ All water and sewer Imes within existing or proposed VDOT right-of-way way are to have EXISTING WATERLINE W/ TEE - -- --- - -- - - -- -'-�--- --- DISTURBED AREA: 6 ACRES 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 --w w 'T' w CURRENT ZONING: M-1 condition at all times. CURRENT USE: VACANT 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT ~' PROPOSED ZONING: M-1 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 PROPOSED USE: MANUFACTURING sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE --- -- "�--- -- - - ALLOWED HEIGHT: 60' PROPOSED HEIGHT: 38' t~ 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 MINIMUM OPEN SPACE: 25% c0� standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER ----____.._.._,___._ ____.____ ___..-�, ______ ________._ PROPOSED OPEN SPACE: 48% Z Ei 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER - ------------ > w - V) o U U contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed 6" lift i n s to 95% of theoretical maximum density as determined by be compacted�. STOP SIGN � 46 � •� prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing 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) .mot REQUIRED PROVIDED o �. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT BUILDING SETBACKS: FRONT: 75' FRONT: 95' o o ci 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 ANDfOIR JURISDICTIONAL STANDARD P coNSTRuc11oN RIGHT SIDE: 25' RIGHT SIDE: 1 $. result of his construction project within or contiguous to the existing right-of-way. p 1 g g g y' Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to g p copy p LEFT SIDE: 25 LEFT 16' SIDE: 116 �, a. a. a ¢' 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES f`;>', -��' REAR: 25 REAR: 278.3 b �, m b W M b M b M must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans i >, a a 5-1 0 development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION W 00 00 19. The developer will be responsible for the relocation of any utilities which is required as a result of his ro ect. The relocation should be done prior to construction. p p V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H/C REQUIRED PROVIDED PARKING SETBACKS: FRONT: 25' FRONT: 26' shall meet VDOT minimum design standards and is the developer's responsibility. SIDE: 5' SIDE: 20' 1- �\" rn � ~ a' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected REAR: 5' REAR: 156.6' `\ \ i construction, the in accordance with state law. In the event gravesites are discovered during cos e owner and V16. If required by the local 'VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 .-� .-� .-� c\t engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE �' acceptance of work. Unit and total prices may be obscured. :-✓ F.A.R. CALCULATIONS PARKING CALCULATIONS 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. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement --�'�-- 80,000 sf / 9.2467 acres = .199 Manufacturing Plant 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 Parking Requirement is 3 per 4 employees turing mplo 69 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + ields 52c spaces equ reds professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT w__----1 -- Office geotechnical report has ben prepared, it should supersede the requirements in this note. in SANITARY MANHOLE INDENTIFIER 12 Parking Requirement is 1 per sf e 23. Contractors shall notify operators who maintain underground utility lines the area of proposed excavating required 900 sf / 250 sf = 4 spaces required 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 STORM DRAIN STRUCTURE IDENTIFIER 18 U ( in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 56 spaces required CC�� 2 67 spaces provided Water/Sewer: Frederick County Sanitation Authority EASEMENT LINE P.O. Box 1877 CENTERLINE Winchester, VA. 22604 EXISTING SPOT ELEVATION 12.0 (540) 868-1061 Phone: Bell -Atlantic PROPOSED SPOT ELEVATION + 5 12- ENVIRONMENTAL FEATURES SIGN REQUIREMENTS QL)+ > P.O. Box 17398 EXISTING TREE DRIP LINE - ^�---.._._. -- -�^-�-y--^-.._U -^_ .--'-" PERCENT FEATURE DISTURBED MINIMUM SETBACK FROM PROPERTY LINE = 10' c � Baltimore, MD 21297 SIGN MAY HAVE UP TO 100 sf OF AREA +' � FIRE MARSHALL S NOTE (301) 954-6282 :rr EXISTING TREE <-5 °; " 15 OAK - 15 PINE FLOODPLAINS 0 LAKES & PONDS 0 MAXIMUM ALLOWABLE HEIGHT IS 60 � ® �+ bp Q Power: Allegheny Power MISS UTILITY 1-800-257-7777 OAK WETLANDS >1AC 0 O P.O. Box 1458 SINKHOLES 0 IV Hagerstown, MD 21741 Fir I e lane markings and signage: PROPOSED TREE NATURAL S.W. 0 4-4 N 1-800-654-3317 Any "No Parking" signs and yellow painted curb locations will be installed DETENTION AREAS FEB 0 8 1999 > � U Gas: Shenandoah Gas Co. by field inspection at the direction of the Fire Marshall's Office. STEEP LOPES 0 O 1, P.O. Box 2400 � DEPT.OFPLANNINGIDEVELOPMENT. � 4-4 O � Winchester, VA 22604 (540) 869-1111 WOODLANDS 0 * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY C\ FCSA CONSTRUCTION NOTES TRIP GENERATION DATA 'OVER SHEET 0a) TH® Gf 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ITE TRIP GENERATION MANUAL - 6TH EDITION ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. (By Rates) U MARK D. SMITH 9 �® Project Name: Project Number: 2. 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTOMOBILE TRAFFIC �o No. 022837 Crider Shockey, Inc' e 2253 AUTHORITY'S INSPECTOR. `� CLASS 140 - MANUFACTURING 79,100 sf x 3.82/1000 = 303 VPD'S �'� v" V Cyti Magisterial District: Date of Plan: (Month, Day, Year) 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER �'IONAL METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1 THE FRAME AND COVER TO BE PROPERLY = CLASS 715 - SINGLE TENANT OFFICE 900 sf x 11.57/1000 11 VPD'S ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Stonewall District 10/12/98 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 TRUCK TRAFFIC INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S / CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. ( 10% RULE ) PROFESSIONAL SEAL &SIGNATURE Owner: Address, Including Zip Code &Telephone No. PO Box 2530 DATE: 10/12/98 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. (303 + 11) x 10% x 0.5 x 20 = 314 VPD'S Crider & Shocke , Inc. of West Virginia Winchester, VA 22604 y g THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH 667-7700 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 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. PO Box 2530 DESIGNED BY: MDS� AND iviAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY SHOCKEY - (Fred Ash - contact) Winchester, VA 22604 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. TOTAL TRIP GENERATION OF 628 THE ZONING ADMINISTRATOR PRIOR TO 667-7700 4.90 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. Engineer Certifying Plan: Address, !ncluding Zip Code & Telephone No. JOB NO. 2253 DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 5 M m rn CD 0 0 cv 0 0 03 LIL- L Ca CD L U 3 0 T aJ Y 0 cn L CD L U CU / U) CD VDOT Notes: 1. Entrances are to be built to VDOT CG-11 standards _ " �= — `� ;. 54-A-36G Kraft General Foods (Revised on 9/3/98) 2. VDOT CG-12 ramps will be placed on the entrances by the contractor per directions from the VDOT field -'` DB 789, PG 485 inspector. W Zoned : M - 1 Use :Vacant 3. An entrance permit must be obtained from VDOT to development. W prior 4. Contractor is there Z ;,`�_, --- + reminded are underground utilities �r•, � f within the right of way that will require test pits to !!— insure proper coverage. , 5. All proposed entrances must have at least 500 visibility. V 7 zo - _Q__ w___ . �' iv - Si ht Distances - o Rte w N �n _. __ 1322 �•-- .,. -a, - _ - es Drainage Area 120 acre a� N o0 -__-- .. \ Pro 12'x48' w_ - W-' - ' \ Taper :.� _ ._ .. - -'`- - ""-- -- - 1 Oyr Storm = 118 cfs Kraft General Foods y<-_ 4`-� ,.� -- --_ DB 759, PG 1062 o o Ln � ._ _ 83 ♦\ �_ _. - `�.. _. _ - --- •___ ..�.� - 10 U oned M - 1 = _ o -_ _ — . _ - -_ �_ i\ PPS ,, - Industrial - - se= ~ - hest roo — _ +., -- u�= �: B2 - oa� - _- _ tnv Dote 1S 0 -,- R -- - +' -0 a) a) c o i-..,�+.. ` 6 _� _5 _- - _ 25 00 - ` c - It \ \\ ` \ Ex. Aeess Esm t , . � ..,.,� 12 i°pb rod - _ " ; ' 45 R0 2 RP _ ___ -'- -_.sue _ .. --_ _ see --_. 1'ro _"-•�.--- -�._ #ry -._ LaAe. cn - __. 4 -- s _ ,i, P 6g ese - =- w.•-..� �- -- TAP °- `— Pole --`- - ._; : BY - _ ~- Distances \ r ' -- .� .. YI.TwAI^t`�- _ 6 _ an s 9 �s _ coo v -_ s I set P -_ �-' 82 �'. w 1 -- .._...__ ;N __. to 323 `' .. ole is r w T;c _ _ R 5' 20' ! n ... 1 - + f•. J 5'R 9' 61.1 ;Pro �W �a \ f 1 t 6 l �'- w co � f , >\ 0 E 2" SM-2 {� -�,< I! \,( 1 _-�` •'.' A. �.__-' „�-`-- ._ ._ coo --. -~------ �- ` w `=, 12X48 -• w �r ;� \ \ �, �t. �'\ r •. titi - i3 1 ',, o0p000 oe°°° - c _ Taper . 84 w -w —_i -_ ! ( a� 5 4 e<oeoso val.Ripa eeo . 685.4'' �� - �� - i \,l P ! w "_6g6 ! i { ^soo°-Rap #� R _ _.•._. �� p. 3.5'R s3 �- �a� �'Hi4� >o°e o'°°�o ?5 �•.� --- w �"= \ 7 - , _-a -~ t V 1 85 , �, w A'jL E , -- '•' 4.�v'R 'w000aa000aoo �_ _.... _ �„� $4•s-�, k_ 2 CO �+ _T wTj '► H s , Sg eogeoo B9p - -- 84 3 Curbc b=� ° ° ° F. c % - R w w _..` _ - `~" w� - ~_ m 86 5a 84 88q N 9 50' l -�� - I 7 ,°, R R �86 ' ! P i • - i =°° / 14,E ' d``6'�F _ r� - I w'----" W' -� ° l 5 I ♦, \ � � fJ --_- L �. 07 ' V" tt -` � I 86� row R 5 •' r "'• 5 � '�"' � _ �- �•.I. ~ r ' )F/L �_---�.._.` ,, _ .. t± I , I A-- I -" -- r` Z V c p� i ,•.'` ♦ \ qt.` \ i '� ES'` 11 -. _ p -. _ 83 ; ` Eg. Acce Esm'�' ••-.75' BRL r _" `- 2�J.. - 83� � , 1 �Qr-'/ 6� --mm. -•-_._....,�.. "�' I' "`�"-`� 0 f ^ i --- -- ti 0 — o U ' l 10 832 asp 8s ��...._. -�., Sib e I -- ._ 83 . ` m I I � �--.----.,• �......--•-- O -, 0 > W �s o \ \ \ -� 's2s �. Connection ✓ \ ice ,, f. ' 6 /� Q) Q) � Q) AV r �i ^`uCtull i'• r 33 W c0 co 54 A-36A� \ ' 23 �, l"� I ' sf J r ' ' 8 9 `-1� ✓^„ FFLn Fort Collier Group \ \ 1 \ I t Remainder of Parcel \ i - �� °< �� .-,�- v` I = 8 , �,♦� _ 1 -� ,° o ea< '' ✓ `._, % : > `` Prop Drainage Esm''£� I I I c i DB 766, PG 73 \\ i ` k 20, ��' 1.25 I 0 Zoned : M - 110, Use :Vacant _vr-.,� � � \ .ri \\ 10 �• .: , -`"-----_.�. '•;>`✓``-•`'i....• '�' � .,•---- II _ '.. 6'I$ 111A �� t , rz.5' t-A-36A I ' - •' -•-" ' Fort ier Group I � 1 :\ \ � '� ` �', �...,`�.-'�--�•.,- AcZ,, /` , .� ,,, A ;�•. -._- � Remainder of Parcel / 2" 8 DB 766, PG 73 I � I _ I � � 1 v 'A -_ _ \ i l � �� SM_ . -• '.• - sg �- �� `o - ° B zA Zoned : M - 1 6 _� IJ I I �' _�� o Y o Z ``_. ✓ _ -r y - 8„ - Use Y.Vacant- 21 B ' I y z O o 1 11 30 L Ff[ w w 3 r WA ' f - 12 45 P d f _�:� x a o - I 684 - 400 r Enclosed Compactor •� ONE I I n • � � WAY_ _.-._ I t , ICZ\ _ SIGN82-1 } � � `\ •• I I CRASS 21-8 ® , :" .;•R;.'� z ) I \ \ - - 82 _ M .. I . UR A si 30 R `j I • EG j '" Ems' ENTE SIGN 81 - - One- AaP Traffi c I l n- 6 0. JiA I a , RP 1 50 R GRASS 6j6.. \_ i I 680 In 8e0 20 90'R 25 ... _ a 819 Fire La}/e _ EG 'R 70'R 880 ES-1 = One -►fa ,1 ,} ,'` I � � --__ •. ,� . 694•- ,>, Y �'affic EP _ - ` �. 8t�'" `✓,•_ �...�- , __- -.,' .� Raise MF1 t,7 y� f mop ,Dc}xN 1 '6-7& -- T�`p=6$1.�-_- " f_ r �, -.-" ---- .._._ � ,� ;:.�...,� � /_ \ � O ,--� E� CF1 � r eea _ _ • • _ _ _ -Itl 63Z 011, \ -= \ \ 1 ,♦ .,` ' J `\ \ ',, \ t `` ` , y I .. l• •'.-.—__.. _ —.—.. .^'.. --'_ ._—_' ._.....—+. _... _.. \ — "..` .._.. _. ._... _ .. 1--1 - lam_.. -- , ....--..-._ �-yY Ja Eagement _-- - r �- Y _' -4 _ _ _- -- --- �' �'�, Q O Sam 878 ~- - -- /684 ` IV r ` r 1 ..__ -_ t .�- Ex. Drainage Easement- - 686 J ` ti S43,46 J 6aa — --_ 64-_A-36K - Fort Collier Group._ --__ `— _ 54-A-36J Lease Building #2 �.. I w .. �'- . -- _- Hershey Pasta Group - - - DB 776, PG 233 _ `" Winchester, Inc. Zoned-, M - 1 Use Industrial -`- --- f DB 828, PG 1627- Zoned : M - 1 DATE: 10/13/98 `-- - - IIse :Industrial 690 SCALE: 1 " _ 40' DESIGNED BY: MDS�� I * JOB NO. 2253 SHEET 2 OF 5 rn LD 0 D 3 L CD L U 0 CD O cn Cz L U N N 0 .MN 700 --- -�-------- ::•:..=:f : ;.:::.:::... 8 " CONCRETE Z II I i ! I + :; • ... l' ;: _ 3000 psi ' j + j ( + r' •.,, .. WITH MESH 4" 21—B BASE W Uj 695 ;------.___.__ __.___._----_-�.______ __._�__ ( 1 __�__._� _..�.�, ( � �_____ _.f.— I l �.- -�--,-.� I ------�-- -� 695 I STONE z DUMPSTER PAD SECTION _ 690 __.�__..._ _ ___ _ } �___._ --� ,_ ___. , I_____ I , BASED ON CBR-6 4 CONCRETE W CIAo 00 N + ( l I i • ' '.:. :.: ..,:• . psi W/ FIBER 4n 21— B BASE Q) 003000 C a N _ •�� o �; 'X 685 STONE Z =J_ '685 N ► I W -_ PROP 0. j� -CL DITCH SIDEWALK SECTION ON CBR-6) W °' - a0(BASED 0 XRADE t —_ _ __ __ _ _ �� - -� - - _( _ _ _G_ _ �+ --- _ _ -I - - - - - _ -�I► - ,i -- -�- - - --- t� -- -- 680 < i � � .�EX_ CE I _--:_ --� •• '.. , ..::; •� :-: 6" CONCRETE ► 675 i I I -��-_ ! I 675 .. WITH MESH 6 21 B BASE o °' wV) - � I j j STONE I 1 TRUCK STAGING AREA SECTION 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 (BASED ON CBR-6) 2 Proposed Ditch "A" Regrading Z Horiz 1' =50' Vert 1"=5' 2" SM-2A O 0 V 6" 21-B BASE w o STONE ) ) a PARKING AREA a a a a PAVEMENT SECTION (D Q) Q> 690 --_._.__--_--.__ _-.-- --__ .___-._ - -_----._--____._.___-_ �_ _ _ -- ---� _______.__�_____._._____�___.___-� ! r ____ ._ -_ --._ _ ___.___�-__ _ _--_ __� ( �— _ _ 6 9 0 _r_— -____ ____- -------------� 6 9 0 �__._----- _ #__ _____._--- _____ _ ___----------z ---------- - (BASED 0 N CBR - 6) r wco F- Q o co rn M `" M c 2 r376 cfs 2 r �100 cfS - y Q l y Q _ FF-686.50 I E 1 j PROP GRADE; EX GRADE ! V=5.8 f1S I V=5.� f�S + PROP GRADE I 1.5 SM 2A 685 _ i_._ __...__w_- _ _ ___. __ _.___.__. __ __ 685 —. ,____ —__ ____ �__. i ii ii i� _ ._ __- __-- _ __ — _ __ _ _ ___ �_ _ __ _� __ ____ __ _ __ __ ___ �� i� �� i 3 B M - 2 1 j + - 685 30 ; , - - 30 ---�- -j 8" PVC (SbR-21) W/L 3 COVER MINIMUM B, C r '" _ ! �, i 12 PVC 3 COWER MINIMUM 1 j I I III ! I i >> 8 21 B BASE ZA (SDR-21) I (SDRV21) STONE'r� } 7 j 16 CLEAR 2 d�Pth , I ( , , ! 2.5 i de i th I I ENTRANCE PAVEMENT SECTION o o � 3:1 - ! I ! 3:1 i 3:1 - 3:1 (BASED ON CBR-6) 675---__--_---___.__ - - - - 675 _-_ _----_._.___ ____. CO __�. __- _ - 675 �___—�__—___ 10 # _ �_ -_ _ ► 10 I o o PR ( i `a 'n �' �' in I �' ( a caw. �" I a w 0 � v ox I _ �' o f °O OI .b o � t c° a I I ...... Cv2�z ' + + C rn + CQ j F � a� a. I �'' > ii j . r � �, o ► I .o o I CL ok� w M � `a � Z� � o� +!+ 0 1+00 2+00 3+00 4+00 5+00 0 1+00 0 10 20 30 40 0 10 20 Proposed Waterline B Proposed Waterline A West Ditch X-section East Ditch X-section Horiz 1 "=50' "=5' Horiz 1 "=50' "=5' Scale 1 "= 10' Scale 1 "= 10' ° Vert 1 Vert 1 00 © 700 ------ ---- --- 700 U --, > 690 co i Ex. 48 RCP�64 ®0.625� k a `` i Prop 4W' RCP-12'@0.625% ' + I \. i + I ! I ' I to U +> -+--' p V Q ! _ _ � �P � 685 695 f I -►� � a 695 ��, o Q O ---- - - ' I --- _ Propl� 76 x48 RdP-100 ®2% / / Prop 7G"x48" RCP 24'®1� ' --� C�d_ 680 ; ___ _ _ _ _. _ ___ _ _ _ _ _ _-. - __ __ __ �_ _______ �__- ___ _ _ __ 6 8 0 i PROP o co j �` - w co 1 l i 685 ________ ______ I _______ __ _ _ 1 - - -_-- -.----______ ________ _ ;_ _.-- ------_-_- 685 I I o o { + I > i 0 w 00 n I I co I + � I ' " 8" PVC (SDR-21) W/L T" 670 -- -- + _. '---- -- .. _. __. �' ► y�.._._..________.._r.—._._,_.._____.___.-..__..____. j w ...--Q�_.._._._��. �' `' __—�' _ j - 1 w gym- __ --- --- -- ! _ L 670 680 _ _ __- t__ __ _.-_ , �_-_ _ + _._ j _ _-___. _ + - 3' C01�ER MINIMUM_. (_ __ ._..._ _._ _ _—__ .— ! ,_.___.__ k- __ __ j .___._ 1680 , �{ 1 � p rn I RICO Cl) V3 G�cco co Ii ! I i +I + o +CD co I ° I 675 ' _____ _ _a; -__� i ; .__ ._ �� __� _ �_ _ _ . - 675 ____ _ _ _ _ - _--�.___ _ _-- --.._�._._ ._._____ _� ___.�_.___ �. _----___ _ __.__�_________ _1__ __ _ l _ �__----___-. 665 �j!' 1 ( DATE: 10/13/98 0 1 +00 2+00 3+00 4+00 5+00 I g I oI I , I I V' of i� � I I I i ' ) � Fr +�� , ;v > a ++, I SCALE: _ � �^ ' o as shown Proposed Horiz Storm Sewer 1 =50 :The Structure at station 3+00 may be 0 1+00 2+00 3+00 4+00 5+00 DESIGNED BY: MDS Vert 1"=5' a VDOT standard JB-1 4L a precast 122.5° elbow from the pipe manufacturer. Proposed Waterline n e C Horiz 1 "=50' JOB N0, 2253 SHEET 3 OF 5 Vert 1"=5' STONE CONSTRUCTION ENTRANCE SILT FENCE CULVERT INLET PR 0 TE CCIO N1 am -No 7: Oftftft s.. ou,ni- A.�rlsvu LFT�--- 01: Install 12 of 2%_5% grade) SIDE ELEVATION Inesse"Aft Uses] 21-B behind curb (match 71V T "Iftesses. CG-6 All 4 IN-wo Existing -a. ft-.-. ""oesesee. Taper Entrance 12' L Pavement Section T Lane C'. - ----- It r "iftesesse. Above a1fies, N 'W 4 A, eessi I, Ifteleftes PLAN VIEWrun UJ OPTIONAL STONE CO-HRINATIOAT "Iftessesesso 0 0 "oessess., + ci� l - All E "Isesses. entrance before construction to VDCT Field Inspector "'oessess. 01- will approve CG-11 0 00 UJ rile sent R< SECTION A -A Q> r-r ., I , 1 ) AAA --•-.._.---•-__ - _ -- 'C: ED 0) Half Typical SectionI AA 0 of Entrance "oessess. �E > (14 Not to Scale `7 Ba W r SECTION B-8 W Illy Uses! A' UJ CO CD 9-onal b-kfll WACL Awl] lass Gowd TAL Im C: IN go- bo�kM W W/L ESR'T W w = In CONSTRUCTION OF A SILT FENCE lj W -C C) _-4-4 W U Q) X 24" frorefUlly oragi-lied (WITHOUT WIRE SUPPORT) f < 24* oarflutly comp-tod I Alell boolifill od�t bacilli 40 6* diia schedule 1. SET THE STAKES. 2. EXCAVATE A 4X 4' TRENCH steel pipe Med Anitl 3' UPSLOPH ALONG THE LINE OF in tone concrete and pairstod 1 STAKES. (3 or 0 1/7 OZ. BUM. /L MY 2 U) U) -gr"crt.°• oanQ.te 18' Erse ' � 1•�• / /i / �i f �'ti""�-. -W - L.- I- 3t 0) 0 BK Q) >1 STANDARDCONCRETE CRADLE C: Q) 0) -Ihnm WMA 1z: :3 fen" bockffl gooss bam or 24" ortirfully'-poctscl dinlictiort of sel" to be approved prior to inerfallation 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT\ ,. I 3 I ' cmrnb led 24- TO STAKES AND EXTEND THE EXCAVATED SOIL. select boCkfl "ect bock IT UM THE TRENCH. � a. O.D. OZ. :, /2 OA as required jooncoyfay pod 1-6 n X 6' deep To. Z. Mo. insisgresiforbe `nyto U) CONCRETE CH CONCRETE ENCASEMENT Landscaping Calcultaions 0 ,tans to be Whose, type If repave tort, 1-/2 thres - 0 adfustatille z .4 tow iscilie at of 6 above top f thow, of holiksomwelt. volive box 1 per 10 spaces - 66 = 7 trees 777771 lbccrf� p" 19,400 sf parking requires 970 sf green area (57.) 0 0 im WIT. 31, 0 U SHEET Ill INSTALLATION 970 sf has been provided CID (PEIMEM" VIEW) z 0. D.. Exterior • > TV will" *reach taw I per 40 perimeter - 920 23 trees compocibiId 21-A A A Note: l C) l are e ap . . . I.. (D Q> Q> Q) mochanicat *it s i fee VA 30-Shade trees R d M les (2.5" Caliper) AID 65-Shrubs are Blue Maid Holly (36" tall 4' spacing) V.D.O.T. PAVEMENT REPLACEMENT TRENCH & BEDDING FIRE HYDRANT ASSEMBLY Screeninjz: Figure 1 Figure 9 POINTS A SHOULD BE HIGHER THAN POINT B. 30-Cedar Trees tall) DRAINAGEWAY INSTALLATION Ford FC HH 77 HC-158 (FRONT ELEVATION) custom setter If meter by FCSA) SMIM 111111111111ell bm kill Ill 3edinal CadrdVill. DW fill 3A-2 standard Merwooll ad Tylent cost in place access door. centered in top flat topco 00 see note 1) diameterr manhole co M M t it- cl -t W istift loyalists plug vorlets 2' max =aMcasent-ink mins, flood (4.) at property line %nisheyd odw P"SV- f W us C\2 do W f (see note 2) Panel Maidef PAOSV-CSK l f kn flaidied 0. C\2 C\2 C\2 C\2 n" manhole existing lin base section J, roadway box - stub 3-5 fL existing line riser s:�.Iion 2" type K copper 3 ter - tubing (no joints manhole ��d Paid . all. from main to for with cutouts curb stop) - n =7 aggretil bayse 5' depth r ...... l 2' IRA, VZA I d-- piply saddle with I ,i ' \ .n fit C4 wfA�s ® j� ' f�. •',• t`� <r corporation 00 'top _`��-solicl support blocks 6" store bedding - repot section of line to be removed CA I under custom setter SOP 21 main _!11 sectle ball valve curb ate 0 "-6' stone bedding with ends, with ,xr1W beend CUT I .FIP to 2 go a volve, 0 cv 1 1, I l ' O operating nut ct:� = ,_� A- < 6" NOTES: I X 1. Access door shalt be by Halliday Products ':lf, a) in non -traffic area - model no. S1R3030 NOTE fore Per of karbird to 75! e d... - emishoid the l b) in traffic area - model no. HIR2424 seise be k o property It- 0 Eslf,T istone flood" or our approved equal: Z� 2. Water service crossing street shall be encased Zborrel section in 6" die. SCH40"PVC or SDR21 piping. The typical across the street, to one foot beyond sidewalk. CUTOUT DETAIL piping shall run from one foot beyond sidewalk. GRASs 0, N6" stone bedding 2" METER INSTALLATION 1 1/2" and 1. set barrel section over existing line Figure 6 SEWER CLEANOUT 2. poor manhole base and invert AMENDMENT NO. 2 - APRIL 1997 I \\ \ \ j FS - - �- - _ _ N''`` - - - - 3. remove top section of existing seweir OCTOBER 1998 Figure 17 line to form open channel AMENDMENT NO. 3 - DOG HOUSE Jr. P-Fo-I3 SSMH 'eset i r "o"l ADA St'd "Handicap Parking Cal Ise Jl tar To P "Van Accessible Sings NEW MANHOLE ON EXISTING LINE Figure 14 m 4n v-- 612.0 ' Curb Expoised Al seen seeni 6' Colic C -- - 71' J3_ __ -J\ \s \\?;. - - �s - - / lessee, deftes, "As will A, le, sees, fiesee, Concrete __7 all walk . ;. .7. . . , '.. - - . ! , 7. . TYPICAL SECT) TEL WYE, OR PLUG 7_777777,7 1, A. of -d f-,*V ft MOV may Venal hoad I unalistailted isaill. like billitiall ifissionskibi T` - 18" ran. to, 12 ly- "-Curb 2- alltsins! richifirlwal ear Alloss -,.in . Ahosa, see chort befoo, far A It C Window ban 12' thin. for to* ow ere rdfxrp me .9=coani pand At syyi�-.*- > [2 Ae *2 CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS - - - - - - - - - - - - - - 4 s - S S S --a z z E, E Z City) - - - - - - - - - - - - - - Q4 �D 12,C l �21 0000voovoo ,nose,, 1 20' 1 577 1 7e 147 1 77 i1'-e 127e 1 71, 1 1'-s, 15,77 � > 11 1/4' THRU 9V BEN A.C. Pointed 'I-,' Symbol z plennes, Aftrow :1 Is = Alleser iftels, zFamfill M wessessesess, woosessesses CT)QT l -aw--six in mil amml 02 11, At LESS 6 2 2 36' essessessessess, 0e,ases, owessessessess Z Handicap essessessessess 92E space LETTER CD . 1 5` 1 - i , ,u Mr IT F-5, F V FJ9 8' 5' or 8' essessessess, C) 0 14-i IJ I I I COMMERCIAL ENTRANCE, DESIGNS SYMBOL DIMENSIONS ------- E- C%J e2J ALONG HIGHWAYS WITH SHOULDERS A A. d,l.,-.d by the U) :a* 1.8 37 Engine , I CG-6 A-wil A o TWAST BLOCKS FOR 1013171l 2. .2 24 S5 TYPICAL HANDICAP SPACE ([nV;,h Unit.) B 100'., Treat- W mm YOU K DE S" 14- 1.7 " 7.6 AND RAMP DETAIL In AS AV HORRONN ROADS. to' 0.9 ?J It - SINGLE TWO-WAY ENTRANCE C d ... Iping oI 4'0". ones I !Z I I., t i ir, Lr-) as 11 .. ..ti6;oI,d CD Ir (hot the itlalyl. Tons .4 A 20' 2-1 7A - is --------------- -- Q� C C Limits of looll,ing Lot 12' in The an _J CONCRETE THRUST BLOCK + f Figure 2 di 45'., 9 Is,. 'V Ro at ombinolion curbond gutter IT B "'is III.-dird B PIPE OUTLET TO WELL DEFINED CHANNEL u .12 5cs.C� the rods, selected has. nnodo the 4- :n1icipottdg1.yp,e.oI ehicleft. 99. x 6' deep ..,,d..d b og Lot I 2'R A-4' PLAN VIEW I 'l or I may, be it, (1-d by the RADIAL PLAN concrete pod 1' 6- he " h. it., F®R/, 'IT i E is W9., Imiclipe .4 . . , TANGENI PLAN I_ Radius to be as C p;`h.'.d, I'., 1"t Ilion ..4 CL) shown on plans 12 5' :0 A, 4 w 30' - 40' 7- 4**,, the a -Sd-lk Area �A A is Q-3 A y 60, 90,see. A.:• Wth or ..Ih.1 butter ship) to CCh,e,e a t2 I slope y _1 A Street approach some z F A Sid CG - 6 Acres, ill A' • A 4 Stirlacing as r LD SECTION A r Edge a Notes • -A vishwe o.d.oy I The bottom of The curb and I boxmat 6 MEN I sheet may be modified to m-1 Y%JJJgutter may be constructed FILTER CLOTH KEY IN 6'-T. RECOMMENDED FOR ENTIRE PERIMETER I ,oj A_ uJ Entrance dirlail. no.. an this nse - - - - V) Mcl,`d poro let to The slope of sub- 4\ NOTES, 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION >1 lishys -Expansion Joint SINGLE TWO-WAY ENTRANCE E,qmeef. i,heNastif an ,pond surface courses provided a SECTION A -A BASKET, OR CONCRETE a) -g-thing p,mcipli- minimum depth of 7" is slope 12 1 Maamvm P-9 z c'i WITH RIGHT TURN LANE AND TAPER tromfom.d. _Nz to main 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED C-) 11 an Accessible route as defined This orearrhay be concref C:) in 24 VAC 3 71 10 is pteseni, curb at The option of the contractor USING PLATES 3 18-3 AND 3 18-4 mogak"v I-P. .,, c co,cf.ace .,In SI'd ISOMETRIC 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT cn Main line roadway Slope 12; 1 M inom CG 12 ..Ilb. p-id,ol This curb i. to be used when VIEW LESS THAN 6 INCHES. 11-Is 11 P111-9 Lot design speed is 40 MPH or less -------- DATE 10/12/98 Cz Note, Width "B" 2'-0" or shown on typical section. c I!ion. oil Rural highways and 45 MPH or Note: Combo curb Ek gutter having a radius L_ . '. less in developed urban a soburbon of 30d� less taking face of curb) shall NOTES' y.HALF PLAN U. areas. be paid for as radial combination curb B llc 1. he 11a,, A-1 3 gutter. *Ramp ,utters ran be coml-led,inth a non-skid finish andcroli slope of theramp shall nole,ceed�' . /foot Source: Va. DSWC Plate 3.18-1 mrust w 11:V .1 fill 8,k fill 16' som Nod This Hem may be precast or cast In place. SECTION i Rana, shall m.I .used a stop, .1 12 1 SCALE: 1 = 40' C-) (for vialleft 12' offif higer) Face of If 'a, line Cwb car romps ore to be located as shcwb an IN plans or as direclehl on, lht cN,aee, They shale N I Gulley line Curb Curb -A Street olifis.t from pedrild- dk, W.0.id rol relocated oih,nd,eh,cle slop lines F-hng light pole, I Main line Roadway Concrete to be Class A3 if cast in place, hydro.,, drop inlell,0c .,;I is all., placement C'Q If u C.ul ramps shall 4000 PSI if precast.bilmeasured acnd paid !o-tins consoct unit p,l,osfw %id&,,cb:nd cprna,or.l� Wl -da -plact-01. SI.nd.,d CG-3 C con'toonen, th-of .inch N . shall nW, all .,,k necessary to shape or mod Is lh DESIGNED BY: M D SI/W When , c.N.ncl,oa .'In Standard CG - 3 CG - 7, 1 be curb I an In. SI.-,a 1. to be adl-sal or CC, - 7,,:ie ratio lore - Ih. Fil-d.1d hall be A mitfgdimin b can to lh -.1 lit _b fil-b- SECTION A -A as anted match he ra-al.bl. b configb-fion. 4 T,,olm,.t mere 7 *. 4 bloinabl. JOB NO. 2253 LL- I -r-:)) This Sheet is for Landscaping Only. C Figure 8 F CURB CUT RAMP GATE VALVE I I Edge .1 P--t COMBINATION 6" CURB& GUTTER _D STANDARD CONNECTION FOR STREET INTERSECTIONS 15 (FACILITY FOR PHYSICALLY HANDICAPPED) SHEET 4 OF 5 co m m 0 Sri 0 cv 0 z L L Ql 3 TD CD U c 3 0 co Q1 c Y I rn C\J Ct, Cr cn 3 v U U VDOT Notes: 1. s �3be built to VDOT CG-11 standards 7 _ = - - - - r 54-A-36G (Revised on9/98) 2. VDOT CG-12 ramps will be placed on the entrances L - Ir . - .. Kraft General Foods by the contractor per directions from the VDOT field . . f, �\ Z. �`; �\ � 'X J DB Zoned ': M PG 481 inspector. 3. An entrance permit must be obtained from VDOT w w -r� Use :Vacant prior to development. 4. Contractor is reminded there are underground utilities z within the right of way that will insure proper coverage. require test pits to f 1� 5. All proposed entrances have at least 500' visibility. v zo Cu -rts .� __ _ _ _ _ '•� ` F _� 1-. "----- _ 2500' to Rte 1322 UJx N 0 03 t� N A � `Ll. -- -^ - _ ` co -_ _ ;o `' ` Kraft General Foods DB 759, PG 1062 Zoned : M - 1 Q o N 0N0 u7 I a' \ \ \ \ r - -- •- - - __ _. Use Industrial _ - N - _ _. _ _ _ T = LO - _ -_ - _ . _.Co say � , \"�-°--� _ _ _ _. �-- ._ � - � - _ _ � °- _ w _ 69 Lp SMH__ L� +46 ,\.� '-" c• - - _ _-.... 820' t0 C?�✓I�f r I sr �_ \ � , Rt w. s49+ _ r- -- _ I323 h 7S. ( ...J6p e^ \ \ r \ \ \\ r I 91 ! �, \ ~` B5 w 22' -a- - A \ j lJl ! �'� j = +85Z �- i.� ��- - -� ;- _. _ � N i y' IQ K a) d � L r (WD c � \(0 \ \\\�- / tt ; 1 _ + 83 i ` "�� j1 ' i�•1�- �j '- M !� _ Q8� iE _ - _ "-"""-•- ~_ M M �i �I --,.._ - -- i` .._ F- ��►^ ' 841-..�_ •..-" �, `` _ \\ .,..,,•_ X-• ! \I "+ems \ \ \ `T j '••-• ` ' Conc.me + 1 L ! J�a -� p ` 83fl I Ctenll 86 i ( r 4-- -w -r - / cc gR 1 '" 1 1 � " - _ I I �t r �2FF - f ,;'E �� . N I 1 �' E "_ , \ �49 1 f -ri}- ( -� 869 �' ( _ I tj S h✓j t 1 (! Z , 5 / • 1• -� s3� Prop Access Esm'� _ 1, co _ - t 9 , I 1. +/ � \ I I I Siaxn ee -_ C \ \ o onnecti \ 821 _ t / 2208 _. ' ' I I I (0 TEMPORARY STONE 3.02 CONSTRUCTION CE --- - k ,;�� . _� - \\ " ,u�� 4 \ \ " _`1 6 Concrete I i -\� _ �, \� _ -'' fit' 86Q I ' X RA ENTRANCE ut<in� \� \ 8� O 00 �\ "--_.'___ " 86° 1.5 82 s2A x 3.05 SILT FENCE SF O X-X X X w 54-A-36A \ , - Sf Q Kin Mattress _ \ - \ -- _^_ -- ._` Ht ,," ' - -_ x Prop - D: g sdown Narrative Project Description . _ 2 BO r. \\�� ATn.\\ , � • ----�_ _ I I I ~� x STORM 3.07 DRAIN INLET PROTECTION - The site is located in the Fort Collier Industrial Park on West Brooke Road. The purpose 81,000 _ a _` J \ \ ` `` r ~ d of this project is for the construction of a manufacturing plant of approximately square feet. Existing Site Conditions r \ \ \\ ; I ' - -- _ _ - o -' " it \ \ ` - -- -- ~-_�_.'_- �I 8t s `o 3 0g DD � W J The site currently is an open field with some small scrub trees in places and a drainage -- .- ' ` ti 86 -, " �,/° \ \ R - 6 - - _ 6 " Co ncrete 6 D ERS ON DIKE DD N o _ z easement on the southern side of the lot. Adjacent Properties Kraft General Foods and the Fort Collier Group own the adjacent properties. _ _ - __ \�� +81n I I t 400, / \ ` 1-- �' 7s� �' 2i- " _ 'I at TEMPORARY i nt 3. r-_� 1 J SEDIMENT Soils The soil conditions are as reported in the USDA Soils Survey. The soils on this site are ` 684`/►ence ! ! ' g I TRAP Frederick-Poplimento loams (14B, 14C, 16C, 17C). The site has limestone outcroppings. t wetness when excavated. The These sods have slight erosion hazards and moderate topsoil in these soils range from seven to twelve inches deep. -1 \ .. r - � # \ - B2� - --- - rl 4 r- 79� - - - 3.18 OUTLET PROTECTION OP - Critical Areas There are not any unusual areas for concern. f r' - _ 68 t f 82,1 - �� 1 _ L 81 Erosion and Sediment Control Measures • Install silt fence \v \ l �"` �` ' \\`''. \ �' 8" 21-8 I 3,20 ROCK CHECK DAMS CD -�► ""� • Install construction entrance with wash rack f \ \ • Install diversion dikes with sediment traps • Install check dams--�- �\ } f \\+' ` ' eel EC • Clear and grade site • Install inlet and outlet protection when needed. i I \1 ' 819 I �`� `,, \ \ �- H st - I -- - env 676 Permanent Stabilization Once construction is complete, the areas of exposed ground will be covered with a .. minimum of four inches of topsoil, fertilizer, seeding, and a blanket of straw. 68 - �' " `. / �.,� \ \ ago -- -' ,` .\.I / I 81Q I __.- r.�r'r �5 _\ _ �. \ - _ J---�- ;.,�... •w" -..�� _� _ _ - _ ___ _ - _., Z rT l Stormwater Management B7g 8S4 W c� i \ \. �s° \'` \ \ _ - ' " "' ° -`" \ The stormwater management for the industrial ark has been provided in a regional and g P gl P '- at the western end of the park. \ I \, ` � � � j _ �r-69 4-= �; �� _ \ - - _ ._--•• s - _ � _ _ - _ ..- _ " �_ _ - -_--- -~ � - _^.�-'7 --- - s - - _ - - �` _ - �„"" __._ _-- _._. _.-_ �-_ -�3. -'- '-` '~-- -__ ___ - - \ �` ` V Maintenance Program ' 1. The contractor will inspect all erosion and sediment control measures after each rainfall - and at least daily during prolonged rainfall. Damaged and or deficient areas will be 684 ` `� \ �� /i % , r , $ \ \ _ - - - " - __ - _- 6 4 J -, \ repaired or improved immediately. 2. Furthermore, the contractor will make a daily review of areas of construction activity to �'` - �' ( \ ��', 684 [-� r� r _ insure erosion control effectiveness. Additional measures will be installed immediately �. where deficiencies are found. I b'� -'` _�$ I I _. _ -- / f/ (\ - _' -- 3. Permanent erosion include the (� -- , � ; % ; � -, \, t' \ ',� ' \ _ - - -" � - Ser Easement _ _ -x'-- '= ,,-•� � _ .. _ V `" - J SeK - - _-_ .. _ . Q control measures establishment of grass on exposed surfaces disturbed in the construction process. I - - - _ _ - - -� \ - 3 y„ <,�t�y �'_ _ 67e -� _ 0 E-+ -- 4. Sediment traps will be cleaned when the silt reaches one half of the wet storage volume. i - -1 ago 02 Phase 1 ' < y, \ �� - _ �- _ 684 ---- 1. The site will have all silt fence installed.r.�j 2. The construction entrance with wash rack will be built. , ; �\ `•�:'. `-, � - I + =---- Ex. Drainage Easement _ ':•-_ ""- --.- - . �� .-� -"� - - - 1- 1. � Imo' C-lam*(� �/� ""PH (� �I� r..- -` - 3. The diversion dikes with riprap sediment traps will be built. 4, The site will be graded.-- 5. The rock check dams will be placed. y _ { '-, - `(j - 6. The new entrance with the culverts will be constructed with inlet and outlet protection.- 7. Upon completion of the phase the site will have all permanent soil stabilization in place and all inspections b respective agencies completed, then the remaining erosion and P Y P g P g ' ,.,. f S43'46' sediment control measures may be removed. f --� 676.52 - - - 8. Before receiving an occupancy permit, all work within the stream re -channeling shall be complete and stabilized. __._ �._ _ - f ..--- _� Note: The Frederick County Public Works and Engineering Department will retain the right to add and/or modify these erosion and sediment control measures during the - Hershey Pasta Group I I -- Winchester, er, Inc. construction process, within reason, to ensure adequate protection to the public and I `' - _- DB 828, 1627 r " environment. f - Zoned : M - 1 - - - -.�- DATE: 10/ 13/98 Seeding Schedule (Soil Stabilization i Use :Industrial F 1. Topsoil will be spread at a minimum depth of 4". I / ----- 6g� Mom^ - � �, � SCALE: 1 " = 40' 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs �_ .,..,,•., DESIGNED BY: MD�e l per 1000 sf (2 tons per acre). 1 - _ � �� 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf (1000 lbs per acre). 4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33% Red Top Clover. 5. Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and I I JOB N0. 2253 anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. I I SHEET OF $