The URL can be used to link to this page

Home My WebLink About04-99 L.P. Strosnyder, Inc. - Back Creek - BackfileGENERAL NOTES VDOT GENERAL NOTES LEGEND VICIN MAP z EXISTING INTERMEDIATE CONTOUR --- - -� `-~ -.._..__ 33 ` - _-~ Y `' SCALE 1 "= 200 W 0 000 1. Methods and materials used in Ohe construction of the improvements herein shall conform to the current County construction standards amd specifications and/or current VDOT standards sand specifications. V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion EXISTING INDEX CONTOUR 330 �- \ P ., u _ 819 \$ ,� G51 Y f� - N fb and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 -'l'" o s C 'c �ZW 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a licable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT EX EP _ _ --- „°° 62 c U 1 -' & I O must be provided prior to issuarnce of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P' �' A. Q = > relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT - - -- fir. .' - ---- -- , 3. Control Handbook. A permit must be obtained fromi the Office of the Resident Engineer, Virginia Department of Transportation V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety &Health Administration and VOSH Rules &Regulations. EXISTING CURB AND GUTTER EX C&G \., o 4`�9 ff.;•. / is '� ''' 2 +e�%r O .7 4 . �c ncr_ \ .� ,, Z W n °' CO O .0 U (VDOT) Frederick County prior to) construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G > < ,/ \. 0 r `` W c a x 4. Approval of this plan does not gluarantee 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, shall be in accordance with the current edition of VDOT's work CG-6 CG-6R �/' `: �,r Exit ��« - N Q law. area protection manual. TRANSITION FROM CG-6 TO CG-6R hs required under State Furthermore, all traffic control flaggers must be certified in accordance with VDOT's 4 5. The exact location of all guard nails 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-------- -----x--___....__-_.___-.��-.._____ �� KERN BUS Tq , :' Na S o (1)with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and wherre 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 PROPOSED TELEPHONE LINE T T EX. 15" RCP IN M ,� \ C:, responsible for providing guardraiil and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER Virginia Department of Transporttation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP 51 _.__ __ -church 6. An approved set of plans and alll applicable permits must be available at the construction site. Also, a V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER r. of Chrill� _-, SHEET INDEX representative of the developer rmust be available at all times. land use permits for any work on VDOT right-of-way. EXISTING SANITARY 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 - ---- ------------s -- ----- Q N Q J > Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the o > Q O contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE -- ______._.._----_-.-_-_p__ _____ ____._.- _--_---..-._ __ - > X � u- O O a 8. All unsuitable material shall be rremoved from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE p P SHEET 1 COVER SHEET .-,af u- a - �n a Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 2 SITE PLAN a- o 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 SHEET 3 DETAILS AND PROFILES o- Q J � 0 a O than 6 will require revised pavenent section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE o �___ SHEET 4 LANDSCAPING AND EROSION O > w � & SEDIMENT CONTROL Q o w < a 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 < ~ > on the plans and as required at. the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE N � o Oa` PROJECT INFORMATION 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 __ __ - v� J z o z � Q O < U- be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE - -`--P- - - v - < Q _J 0 Q PARCEL IDENTIFICATION NO. 75-((A))-2D! 8 12. Construction debris shall be conti.ainerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE - _� 0 z af UJ (nvi Q 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: PROSPERITY DRIVE z Q O 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 �_.� -T- TOTAL AREA: 2.000 ACRES PROJECT AREA: d O N �'' r enteringpublic streets, and it is; the contractors responsibility to clean streets, ally dust, and to take P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have / - -- EXISTING WATERLINE W TEE---- --- -+ ! --- --- +/- 2 ACRES DISTURBED AREA. / S Q ~ 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--iT-i w CURRENT ZONING: B-3 condition at all times. CURRENT USE: VACANT 14. * Notification shall be given to tlhe 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 r�`Ka PROPOSED ZONING: B-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 PROPOSED USE: BUSINESS/INDUSTRIAL sheets, and connections to exist:ing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE ---- ------�"---- ALLOWED HEIGHT: 35; E-� HEIGHT PROVIDED: 24 o 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 fl' Q standards and specifications of (Frederick County and/or the Frederick County Sanitation Authority. Prior to placement of fill. REDUCER RE UIPROVIDED .- ZEXISTING 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER -- -- - ---{= w BUILDING SETBACKS: FRONT: 35' FRONT: 36.0' 0 - 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 � SIDE: 151/15'R SIDE: 16.0'L/56.0'R (� toy p, � 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 �;_ REAR: 15 REAR: 65.5 � E., d o -� 0 utilit verification and the proposed construction. y P P AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated At the direction HANDICAP RAMP (CG-12) REQUIRED PROVIDED W O�q U CO) 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a street right-of-way. of VDOT Inspector density tests performed by a qualified independent agency shall be in the VDOT DENOTES L0�ATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL PARKING SETBACKS: FRONT: 5 FRONT: 45.5 y conducted as required '° -0 0 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 RAMP CONSTRUCTION r. SIDE: 5'L 5'R SIDE: 16L 5.5'R / / t 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 %12 , --� REAR: 5' REAR: 29' must be provided to Frederick Coounty Sanitation Authority prior to issuance of grading and/or site development V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans /; F.A.R. CALCULATIONS PARKING CALCULATIONS FOR ALL PHASES d .0 a a. permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION �: 28 ,300 sf / 2 acres =.324 (Entire Parking Lot Will Be Built In Phase 1) 19. The developer will be responsible for the relocation of any utilities which is required as a result of his Office The relocation should bye done prior to construction. project. P V15. The installation of an entrances and mailboxes within an dedicated street right-of-way y y g y VDOT design HANDICAP PARKING H/C OPEN AREA 7,800 sf / 250 sf =32 spaces required W \ \ shall meet minimum standards and is the developer's responsibility. 25% MINIMUM Q Go 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected Manufacturina 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 28% PROVIDED 8 employees x = 6 spaces required p C\2 co co engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to .75 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. . prices may Unit and total py be obscured PROPOSED BUILDING ENTRANCE \) - Rezoning Proffer #011-98 Warehouse 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 '� "A strip of land sixty feet in width shall be dedicated 3 employees = 3 spaces required pavement EXISTING STREET LIGHT -� to the Count of Frederick for the purpose of providing Y P P P 9 22. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" per standard p y y p markings must be installed by the developer or, at VDOT's discretion, by VDOT on an a future collector road which will connect Valley Pike proctor AASHTO-T99, ASTM-D6918, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + with Shady Elm Road. The location of this dedicated strip professional engineer and results submitted to Frederick County prior to pavement construction. If a of land is from the end of the Prosperity Drive to the 41 spaces required geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT -- -- -- western limits of parcel 75-A-2D, as demonstrated on 42 spaces provided 12 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTinER 12 the plat which is referred to as Exhibit 1." spaces are ADA compliant ° or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement the "This voluntary dedication of the land shall 'bewalid for as long as the Winchester Area Transportation Plan iden_fiifies Loading Spaces Ai of excavation or demolition. Nafines and telephone numbers of and operators underground utility lines to STORM DRAIN STRUCTURE IDENTIFIER 18 this area as a potential route for a collector road betw� 1 per 40,000 sf required in Frederick County appear below. These numbers shall also be used serve in on emergency condition. Route 651' due to the 1 Route 11 South and possible expan- space required sion or change of the 1-81 - Route 37 South Interchange. 3 spaces provided Water/Sewer: Frederick County Sanitation Authority EASEMENT LINE This shall not be used for any private expansion of a road or P.O. Box 1877 CENTERLINE development of private lands to the westor south of this land." Winchester, VA. 22604 (540) 868-1061 EXISTING SPOT ELEVATION 12.0 "If,after eight years from the date signed (10/6/98), this land � a has not been used or is not in the definite plans as a ollector '� d Phone: Bell-AtlanticPROPOSED SPOT ELEVATION 12 s road between Route 11 and Route 651, the land will revert back U P.O. Box 17398 EXISTING TREE DRIP LINE to the owner of record of each parcel. Baltimore, MAD 21297 .rr 41 (301) 954-16282 r^ ' EXISTING TREE 15" OAK " 15 PINE ENVIRONMENTAL FEATURES N to V) 9 FIRE MARSHALL S NOTE Power: Allegheny Poower MISS UTILITY 1-800-257-7777 ;, J;� 1`- PERCENT i/1 v J 0 P.O. Box 14�58 OAK FEATURE DISTURBED f., � ,� U Hagerstown, MD 21741 1-800-654--3317 Fire lane markings si na a S1 a--�-- PROPOSED TREE ,/- FLOODPLAINS 0 LAKES &PONDS 0 w N 0 N N O $.,, -x f ,. " Any No Parking signs and yellow painted curb locations will be installed by field inspection at the direction the Fire Marshall's Office. WETLANDS >1AC 0 SINKHOLES 0 Signs be less than 100 in 35' tall. D O U .0 Gas: SHrndoah Gas Co. of must sf area and under P.O. Box 24t00 NATURAL S.W. 0 DETENTION AREAS No outdoor storage is proposed with this site plan. U �n 1 " 1 U Winchester, VA 22604 STEEP SLOPES 0 j x (0 Q) (540) 869- 1111 >15% * ANY PROPOSED SIGNS, ;OUTDOOR LIGHTING, AND STORAGE WILL �.., WOODLANDS 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY co FCSA CONSTRUCTION NOTES TRIP GENERATION DATA COVER SHEET ' 0 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ITE Trip Generation 6th Edition ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. fV Project Name: Project Number: 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. Office (710 U MARK D. SMITH 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 7,800 sf / 1000 x 11.01 = 85.9 b No.022837 �Jo ,) Lyle /� P° St�oS�y�,e�, In,�i°2219AUTHORITY 4. S INSPECTOR. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Manufacturing 140 e IC C3ti Magisterial District: Date of Plan: (Month, Day, Year 15,600 I��///1 METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY sf / 1000 x 3.82 = 59.6 ANAL ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Back Creek District ,,._ 2/1 9 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 Warehouse 150i INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS 4,900 sf / 1000 x 4.96 = 24.3 Owner: Address, Including Zip Code & Telephone No. Musket THE DEVELOPER'S/CONTRACTOR'S RtESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Truck Traffic PROFESSIONAL SEAL &SIGNATURE Lyle P. Strosnyder, 111- Drive Inc. Winches VA 22 r20 DATE: 2/1/99 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE (86+60+24) x 10% x 0.5 x 20 = 170 THESE PLANS ARE IN CONFORMANCE (540) 869-4 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. WITH CHECKED BY: Developer: Address, Including Zip Code & Telephone No. QPMENT 6. THE SANITATION AUTHORITY SHALL 'TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE 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 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 340 VPD's Total THE ZONING ADMINISTRATOR PRIOR TO same 8. A DOUBLE CHECK VALVE BACKFLOW' PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: OATES Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 Windy Hill Lane 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. JOB NO. 2219 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 Cn -IC TM 75—A-1 MAURICE W. PERRY ._ __ _ ~�— — _ _ _l �i_ _ __ _1 J— �___ _�__ - I I DB. 372 PG. 608 10' ES-1 Rip -rap —4- ZONED: RA LLJ USE: RESIDENTIAL T ULJ V= I 39.8' 2 Trip-- d 74 7 J Line Spi'lWay W� ES-1 Rip -rap Q+ 2 1 Slope Ili II MEN 44 JQ+ - F 40.0' "RE 1JN11 nv C P F. LU 00 _7 2 5' PAR SMACK : I SIODO . . ........... V CV F. .. . . . .. .. . ..... ... UNE . . . . . . . . . . . . . . . . . . 00 E - ml!� --F _F MUNN- j A.F c(002 74E _ t 4 7f -C 49_ 0 E t. E M LO -7) Uj -t� c ID F Uj 0 �t cw 2 1 Slope aASPM N 7. U Q) X Lin FP AWN F JProp - ----------dumpster pad F STING ? r _7- l RADrLETfiI�aEC-_E C _/_ __ F F F c6 4) 0 EXISTINC, POTO MA17 FD1,RON 1?.[ C: > 750 C Z) 5'R LLI • 4'R +55A 551 + ------- - ---- -- -------- Loading Space -D6ck Door A A 758 +5 +55 0 560 + Phase I z 0 Lc4ding Space Dock Door Warehouse ed - 0 + 4900 sf V) o55z 7D'x70-- alp--- doors------- > 0 Q FF =760.00' W 0 17) U M U V) > "o 0 12" Wide W Go 2" -Radius 0 "1:1 V 5 Rebar r R,,uns) Sign �-GRAN!�_ 25'rn uck E 70' W 60 4" IM-1A Exit' CID Dock Door KP4�* 1z CQ co 170 18"�all 8" 21—B A Drive —In Bay Drive Thru Bay Driv e—Thr-u--Ray'_'_ z 1Q, 12" Tall 0 III> 0 cn 0 TM 75—A-2D 24" Base 1> 0. 0 TM 75-A-\2D S-- 1;D 'S 0 Drive —In Bay Drivl�hru Bay \.Drive—Thru Bay RT&T PARTNERSHIP C; 69 No.57 RT&T PARTNERSHIP Phase II DB. 662 -PG. 648 60'xl20' DB. 662 PG. 648 77 W 4 Dive —In Bays ZONED: B-3 ZONED: B-3 7200 sf with VACANT Overhead doors USE: USE: VACANT Ce 26.? FF = 760.00' HT=24' Drive—Thru Bay Drive—Thru B-6.y----- Drive—In Bay Phase 0; Special Curb 5rive Thru Bay 400 sf with .-.---See Specia 8 Curb Detail Overhead doors NTS CIO JL (Typical) FF = 7�ft-00' HT=24' r --.-Drive—In Bay Drive—Thru Bay ive—Thru Bay 5 30' O cl 59 C1 General Notes C1 co 1. Entrances are to be built to VDOT's standard CG-11 specs. 22' C5 Drive —In Bay. 2. The VDOT field inspector will determine whether CG-12 ramps 70' FIRE WALL M (Typi I) 3. Compaction reports of the building pads will be supplied to the will be required in the entrances. 60' 4� FIRE WALL Fredrick County Inspertions Office prior to installing footings 20 4. This topographic survey has been supplied by the owner. The 1st St Office V) _supplied '07 sf contractor- must notify the engtheW should any discrepancies arise. 180 1st Stog Off ice 210 sf 5. Water and Sewer easements to the Frederick-- County Sanitation FF = 761.33' -FP- = 761.33' 601 Co Authority must be recorded before these service's may be constructed HNC 2nd Story Office 22' 2100 sf 0 + R .1 60 co co 0 6. This plan does not constitute a bo-undary survey. ' A title report has OZ 5 2nd Story Office U not been furnished; therefore, not all easements may not be shown. 1800 sf , f)01 5'R -E Q) 44-4 Q) 7. Contractor must notify Alleghany Plower prior to land, disturbance FF 770.33' r>011 02A 6 FF 770.33 _�k 26.9' 0 activities within their 65 right of way. (I 611 5'R ?, j.A .... -#.-) R 70' V) _4 IF 35' B.R.L. r 60a "05 77 44 (1) 612+ 0 PROP PRO Q) U 7:1 + 1. 5"WM 01 2 f)o A 60A+ Q) + C61 20' TING UTILITY EASEMENT 5'R 30' 5'R WR ------- 00 ES + �OR Ri 609 30 4--) Install 8" tee anc 'ptra-P,cer — — GV, and Inv- SigM1"Truck entrance one join i of 758. Pipe at aub ----MOP 6:!-� 5' PARKING SETBACK 25'_ • W _W —W —W —W _W —W W —W 25'R Q0 —W * —W —W 19'R 11,F 6 337 63A 32:� 312 S— 1.4 _;0 Tap by FICSA 33A+ N cll EX F3-' SEWER LINE 49' PROSPERITY DRIVE UP 60' R/W 500 _300,+ 1200' to Rte 11 Sight Private Road ist t 500'+ — 250'+ Distance Sight 8" No Speed Limit . ...... Distance DATE: 2/1/99 W W W W W W VV W W W W W W W W --- W W W W W W W W W _W W W W rV FX 9" WATERLINE IV SCALE: 1 20' _0 DESIGNED BY: Oates TM 75—A-2D DB. ,,662 PG. 648 JOB NO. 2219 RT&T PARTNERSHIP ZONED: B-3 USE: "VACANT SHEET 2 OF 4 cn CD C_ r0 U' 0 0 0 cll c� co cu 0 v cu C ro C CD M7 3 m 0 a cn rn Cv Cd U C H C_ CU CO C L 4� cn 0- J Q) CU cn 0 GRAVEL 70' E.P. 3'R Drive-Thru Bay Drive-Thru Bay Dr. ive.-Thru Bay Drive-Thru Bay I -[A S Drive-Thru Bay Drive-Thru Bay Phase I 5 Drive Thru Bay C See Special 8400 sf with Curb Detail Overhead doors (Typical) FF = 760.00' HT=24' tDrive-Thru Bay 'Drive-Thru Bay TM 75—A-1 i —t— - MAURICE W. PERRY 0 - DB. 372 PG. 608 - _ 10' ES-1 Rip -rap ZONED: RA - USE: RESIDENTIAL L U Uj 39.8, 180, `� O 2 1 Slope '... _ TR1? Line Spillway w/ % �•... ..,,� ES-1 R' . 747.12+ _E ip-rip — E $! 2 1 Slope E E —E 'E E 444+ 0IJ6 Inv= -- E• IRE FENCE LINE E E t — E `O7J 740.0 _ E E E— E 2-------- KING SEACK E E E t E[ r E =E f t E -�_ 1 Slope E E Posed D' E E t _ --- _ , ; _, .. . E E E— E E E E— E—[[ tch=e t t t t -- __ 15' REAR S- ETBACK LINE E— E t E E[ t _ t �-� E t— E E— E— E E [ E — f E _L _ E t t —[ [ [ E f E E E 491 - E E f — — ry E E— E t— E[ E E E E E E — E E [ t E E—[— ELr It — E E E — E E PR POSED DRAINAGE EASE E " t -- 2 1 Slope [ [ E t - -- ------ �E PROPOSED — _ - __ _----- ---- DRAINAGE EASEMENT AE �e� E E — [ — E — E f E '. Prop�2Ex1'-E E [ E E E _ ---- - -- a= ?�Q' O E E --- -- __ -- es a • dumpster pad atver _ _ —E — - �A (enclosed) �'lheE — [ _— -- - --- - E [ e�Ler !j EXISTING 65' ` \��qQ � FOTOMAC EDISON RIGHT OFy 750 _._______-_--__.__ 5'R 4'R � 554 55Z Loading Space Dock Door +5 4 +554 cc� - - Phase 2 56Q + Phase 2 Parking Parking Phase II Loading Space Dock Door Warehouse + 4900 sf o 55770'x70' OH doors z` - I FF = 760.00' A, y (� Phase 1 Parking f i V Z _ W �. _ - - - - - - - ---- --- - - LO IR.F -- - --- O 00 co Q N N d 1 N O N 00 N O .� (0 a) Z N I W D N E w C O E [— E [ E E E �E - t [ -C QLs7 X E 5 E E _ E E E �� H< _ XISTING OVERHEAD—E [ _ ELECTRIC E WIRES � [Ft — — E — E — E U) i t E —fE E _ N 0 —[ d i y j E E— E E W0 I 0 w in 758 TM 75—A-2D RT&T PARTNERSHIP DB. 662 PG. 648 ZONED: B-3 USE: VACANT Z cd �, E- o 6 5 W o y w a U d w N W ~ C) \ \ m\ \ CQ \ co \ co o o N O ;� z 0 --- ?6 Cd 4-) � Phase 1 Phase 2 20 �-' 1st Story sf Office 1800 CO 1st Story Office 1st Story Office Y) - FF = 761.33 2100 sf 2100 sf U "� 60.5H/�C , H�C FF = 761.33' 2nd Story Office-, pq Q 5 R 60� 2nd Story -Office 2100 sf co 1 r� �} 0 2nd Story Office 602 5' a 60 , 1800 sf ---- 22' 400 sf 5'R U U ® F. U FF = 770.33 60 60� 2nd Story -Manufacturing � U a GO 60 1700 sf 26.9' ��• 7) 0 x 61� 5'R 51g 1� •+ '� CCS +� — FF = 770.33 .� + d b, ^77'ti '35' 605 35' B.RL 661s A Uoy PROP PROP N 2 FH +1.5"WM 60g+ I 60!' 607 \s0A r�i (tj ai CA g E 20' TING UTILITY EASEMENT men + _ 5'R 30 5 R 5'R _ s<`S'�' t�i 20 R iP rap. I 60 I 30 ? A a--) d' ��I S�O,p I Si n 0 Install 8" tee an 8"x6" d ter yy— f ��'�A., "Truck On Gv, and Inv= - pipe one joinl of a t b 758. 8' —P OP 6 W,/L- _ 5' PARKING SETBACK 25'R 763 7. k w w —w —w —w —w —w —w w —w —w 8 w —w —w 25'R 19'R IE.F el/ iRFIN-No " 91 + 63 TOPH763.37 nv=758.81 62a 62$ 63-Q 631 + INV=751.89 � Tap bVV FCSA 0 63 o C� S S S S s S S S 5 S S S S-- S S S— S S S S-- S S S S S S S S S S SW S S S S S S S S S S s—� ""IAH 67 INV_ cJ EX 8" SEWER LINE TOP _761. s 753.6- 49 __ _�,k �� o� --- - -- * � r �o o� (co = PROSPERITY DRIVE \ s � y o 32'A a 60 R/W °j 500'+ 300'+ 1200' to Rte 11 s \ �`�' sight �"� Private Road \ EX 8"f z C ^ Distance No Speed Limit 500+ Sight 250'+ s TEE Di A-- - — — — --A — — — sante — -- -- \ DATE: 2/1 /99 -- -- — -- — s W:PL -w —w —w —w —w —w � w w w w w w w w w w w� w w w w w —w A—w w w w w w w 4 —w w —w —w w -__w _ s\ ^� EX 8" WATERLINE ^��' ^��, ^�D. w w w s -�\ SCALE: 1 " = 20' s ' \ s DESIGNED BY: Oates s TM 75—A-2D DB. 662 PG. 648 \ s\ s JOB NO. 2219 RT&T PARTNERSHIP ZONED: B 3 USE: VACANT SHEET 2A of 4 Phased Parking Tabulations w Phase 1 w A Office 2500 sf / 250 10 o Manufacturing 4 emp. X 3�4 3 z a 13 required W 19 provided z a Phase 2 Q Office 1700 sf / 250 7 w Warehouse 3 emp. 3 0 23 required (total) 38 provided (total) Phase 3 Office 3600 sf / 250 15 Manufacturing 4 emp. X 3/ 3 41 required (total) 42 provided (total) 0 O a Sign Truck- Exit' 1 Dock Door w F v Drive -In Bay w z W w w � w A �D Phase III Drive -In Bay z 60'x120' w 4 Dive -In Bays z z 7200 sf with a Overhead doors Q Q FF = 760.00' `Q HT=24 02 Drive -In Bay Ea w vWi o z a H " as HAS j Drive -In Bay I i` ' 60' FIRE WALL Phase 1 599 O Parking 4 59g O Phase 3 Parking 22' 0) 18, Drive -In Bay 70' +51 FIRE WALL 3R a Q4 N ro Cr C_ CD 0 0 0 CU N CU (16 CU 6 ti v cv C c 0 3 M 0 a cn I rn CU CU U a-r 7D cn 0 C_ Cn n J I cn CU 0i co 0 TM 75—A-1 - MAURICE W. PERRY Z I I I I DB. 372 PG. 608 — ec� 2- 1 Slope Line Spillway W/ i 7 ES-1 Ri rA 478 P- p+ t [ $1 2 1 Slope.. t t is 44 Q+ �'o� �' mull ; .. ,, nv= JaN" LIN [ eoJ 740.0' w;- _— 5' PARKING GK --a SE [ �[ Y Proposed A E E Ditclwn[ E [ — [ — E [ — [ �e [ — [ t LP_15' REAR SETBACK LINE [ E �.[ ��[ �[ E E [ [ � E —jr E ---� i [ 49 a r LP •[ — — vy E -..�.� E[ t ( E E [ [ t MAAl" _ [ It�a +� _ ><,•..,.,, -PROP SEp —it— a VIM dumpster pad °vP t — [ — [ ---[ E •• s� r [ E N (enclosed) �1?E — ��--. — [ — ---- _ E�E EXISTING 65' �'1�y9Q C�2 POTOMAC EDISON RIGHT OF eQ� re 750 -- ---- 5'R 4'R 1 \ - -- +554 557. Loading Space Dock Door tt(� +5 -1 +554 P; Phase 2 560 + Phase 2 f Parking Parking Phased Parking Tabulations Phase II QL_jLading Space Dock Door Warehouse 4900 sf o 557+ 70'x7O' OH doors FF = 760.00' —� A, - Dock Door H H v Drive -In Bay W f GRAVEL ry („oaw,r„ E.P. 3'R Drive Thru Bay Drive-Thru Bay 27 ZONED: RA U. USE: RESIDENTIAL LU W Z V _ Z --- — -- — - ---- LU N -- O 00 IRF �p N � 00 C — to 't N LU if ) CO t _ W C2O� [ [ [ � s C r L0 t I x a N V —[ XISTING 0 RHEADEELECTRI_C WIRES [ [ 5% — ETE — �E E E 't E o� e E t [ [ E [ E t O 0 6� L�'1he�y E E [ [ [ .� •� � [ —E [ �.E W (n v 758 -- b co ti o \apt i W oU) 0 LIU wto ,x a 10 W � U In W rn rn rn 11-1 °.° Q 2 0) C CQ C0 W— Phase 1 t \ F o Office 2500 sf / 250 10 TM 75—A-2D � 00 oo�� F. a a. Manufacturing 4 emp. X /a 3 A A Drive -In Bay Drive Thru Bay Drive-Thru Bay RT&T PARTNERSHIP z o O � 13 required A Phase III 60xi2o' DB. 662 PG. 648 Q� Z� 19 provided d z w 4 Dive —In Bays d " 7200 sf with ZONED: B-3 a Overhead doors USE: VACANT Phase 2 " A Q FF = 760.00' o HT=24' Drive-Thru Bay Drive-Thru Bay A a A � Drive -In Bay _ Phase I Office 1700 sf / 250 7 w H W o W o z Warehouse 3 e5 rive Thru Bay emp. 3 �• ; o o�., w See Special 8400 sf with Phase 1 23 required (total) Curb Detail Overhead doors Parking 38 provided (total) � �P(Typical) FF = 76.00' HT=24' Phase 3 - Drive -In Bay Drive-Thru Bay -Ibrive-Thru Bay Phase 1 59s Parking c� 59a 30' `I Office 3600 sf / 250 15 Manufacturing 4 emp. X 3/ 3 0 41 required (total) Phase 3 / co 42 provided (total) Parking 22' w 18' Drive -In Bay - - 60' 70' 5 s V) -�-� FIRE WALL FIRE WALL o1 (Typi 1) + vl U -- 3 R 20 N -- Phase 1 Phase 2 1~ _,, 1st Story Office coto +, 1800 sf , 1st S21ou Office 1st Story Office U 0 s 0 s �\ FF = 761.33 601 H/C 60� a FF = 761.33' 2nd Story Officec) Q U 2nd Story Office 5p2 5' ° 2nd Story Office 2100 sf 60 ,X U 1800 sf 22' 400 sf 5'R N �O U FF = 770.33' 1 � 60¢ 2nd Story -Manufacturing � °0 60 0 28.9'61:76 5'R 5'R 1a FF 170770f33' 601 35' B 1t.i.. j - o� 6011 61a+ PROP 61 a ° 5' BRL: ° r .d PROP a A " 1 Q) U '0 O 2 FH + 1.5 �+� l 6 '�' 604 Oz 60a+ SOA �i (o N � I + 30' I 5'R R \ 20' TING UTILITY EASEMENT 5'R 5'R C ES-1 ao + 20 R Q , a p rap I 602 I 30 A Ab Sin I __ s °A O Install 8" tee an 8 x6 : d cer ..3`� _ f Jy�,�g, "Truck Entrance" a GV, and Inv pipe join u 758. B nD 5' PARKING SETBACK 25'R 7g3 7.x �\ W i e at tub �-nOP " w w w—w—w w—w w—w—w—w—w—w 25'R 8 I 19'R IRF IR :, -1 a + 6321 TOP=763.37 63 _751.89 01 inv=758.81' _ Ta �b FCSA 62a _ _ 63a o 63'a 63A+ INV- ^� s s s— s s— s— s— s s s— s— s s-- s— s— s s s— s s-- s— s—m P j s— s— s— s— s s— s— s s— s— s s s s s— s— s— s— s d 1 i 1 55MH 7 EX 8" SEWER LINE 61 6 !r. o Top-7 • s r" . , a ar, INV_753-6 � O ,...�:.. .�,...,...., si:.�., ..,� M�_:._.. O o M ry ^� � i `b V 0 PROSPERITY DRIVE s } y a o 763.32"A 60' R/W 500'+ Sight 300'+ Private Road �6� 1200' to Rte 11 s \ \ EX 6"f ~' '� ^ 500+ g 250'+ s z Distance No Speed Limit Sight � -_- TEE - s� DATE: 2/1/99 —w��—w —w —w —w —w —w �w w —w —w —w —w —w w —w —w —w� w —w —w —w —w —w �—w —w w w w w —w w w —w —w w -__w s EX 8" WATERLINE 'IV' � ^`c� w w = s �\ SCALE: 1 ff = 20 \ S DESIGNED BY: Oates TM 75—A-2D DB. 662 PG. 648 s JOB NO. 2219 ZONED: B-3 � � s RT&T PARTNERSHIP USE: VACANT SHEET 2A OF 4 general gnerd bockR11 'A RgeneralbockA __._ .� �+ 1" ewra �+� ANN"• Ford FC HH 77 HC-150 r CR) 00 2" custom setter sae Js o4oe It Nger V 0D. e'- lei ts" RwR.rwAF) t ameAw.eww. wr (meter by FCSA) blench Width fi b s epr w +Y a" 924' carefully compacted cast in placed access door, standard as red i - 1' Z 1 in flat to f Amelia p" � 21• carefully canpacled Reelect bod(IM �• (see note 1) 4' diameter VfPe J'� cast Non d•anout cap edN bran plug e %ir meet bxklM " { steelyy puar� + .- - ® Panslo Model PA4SV-CSK (4•) 1 , oggregate a' c » manhole �. r .� 4 . •.... ■ ■ ■ ,; / ,� '�' varies 2' max. c'ort('rote olld pointed `�' R Pardlo ModdnPA«6 Vk CSK (6-) � O.D '� a' - X 11/2 O.D. f•le f *v ! efwe per was f sw *seek w{ifY•eef ewe-1 . \� (seat e note 2) 9 aline de yellow T 2 RnMh.d e' concrete e' IEE. Ill OR PLUG TYPICAL SECIION s ' sterns aggregate 18" r1d0 ® In Neff or wood Ibwn/tg efe offing may b•�d wo •denefde had encirid i roadway box E corN.Tefe _ pot Old n/ehq. INP490divP old No catawt• covwd to•ly wnsud b' - 12• rote. for 10' and wuaNer pipe 3' riser section encosernent STANDARD CONCRETE CRADLES a• "f".y ad °q°t'n aol iM b°°'iq dYrwlsbrrs b' - 18' mite, tx 1Y ffwa 10' Pip• 2"e K roPPK ^ for 4' diameter concrete I'-6• x 6• it'd° '� 'l" ��7hlrI� egl'°'r concrete 'hid peel ZZ undeta6ed .0 °hat romah as slrowR. see doff below for A. a C Anwlsians tubing (no joints N manhole � � � 1 � . .✓d age 2o'x 20'x 12' deep from main to with cutouts concrete BDIlARD DETAILpm PertyCONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS y 'te'• curb stop) thrust blockgwwd T I t• base Z bathnn tfaekAl •b A PbP. t II 1/I'21 1/T 15'Ob. opl*BwItY lot ��ffl /M ( depth 3") __^- 3 ;;,'r. A -- A B C A B C A B C ra �r , r. „N UJ e--3? .+i-s- a '--s' r I' a o' N I'-0 0'-9' 0•-9' d-N' 1' W-N t-N < 1� F saddle with pN O D. i O D Y ,y r . Y `•: deanau pipe carpel T 1 -,T -9 1 -0 '-9' 0'-9" d-9' 1'-6 a'-9• 1 �T ,Cs., a •^r CorporOtiOn ii i71"c.,r.,`. i i:- _ ' 00 14 carefully convected y i ��.:" t I -0 -9 1 -e r -0 o'-9" 1-J t -9 .-- 2 4 .� direction of setting to be approved prior to insfollation concrete '- ��•' id•ct backMl co.nDaM•d i '� , 12 1-9 / 2-6 I-J 1-0 1'-r ? I 3-0 PPayt select backal /� 24' water stop solid fM blocks screw typed- ,�''' SOR 21 I4' ?-0 f'--0' J I -J 1 -0 1 1-e 1 4 -0 under custom setter odllAkobls •d'e \` N ' 'v re 2 -J I' J t' 4 4- T- 1-9 t 4 main box a' e' ball valve curb stop 6" stone bedding rtsn Jinet .ewer m°� N O.D. 0 D la 1-6 I'-J J -9 _ 1'-J' S -0 I 4 -9 N tip 1/2 O.D. p' t-4 I-s 2-0 J-J 1-e s-0 with FIP ends, with Y os coricrote pod I'-6' sq. x 6' deep cover Wye 45' befit a •� O 2" gate valve J 01 �' a• operating nut solve - �J - 04 .tan. e' a 11 1/4' 1HRU 90' BENDS kxxtta peg megoffrggd T L - It N >� contr.t. to f1 ain, min. fl" max. L O CONCRETE ARCH CONCRETE EfNCASEMENT „k n Ir, e,. tlrgr.e NOTES: "gyp 1 i ~^ = W a� 4) 1 vq exe.erte • er•Re6 OrW stela 1. Access door shall be by Halliday Products stalls to strew type beefgl Yx 4 •M � e" stone bedding w C N 0 It w s or our approved equal: od/ustoble �' ,rod poerlegwn r tf) f111NC 5� -y� Bg• Baps p�Q a) in non-troffic area - model no. S1R3030 ;',j of 6' above top of box .one box NOTE : esMwo length of service lateral to exceed• 75' a 12' a � e 2 ao' - b) in traffic area -model no. Ht R2424 a. ° - " a clears .n.mwy ffholl be tumhMd of the 14• - 20' b 2 M. locator peg 4rniiseen 9r°d'r property C UP X Censer r A ' . , ':; w line. � F- Lai 2. Water service clrossirlg street shall be encased tlstwt � in 6" dia. SCH40 PVC or SDR21 piping. The block Id' to ?4' 4 CUTOUT DETAIL piping shall run from one foot beyond sidewalk, d'x 8'x 16'solid block VERTICAL BEDS SQE 11-1 ! -I 45 typical across the street, to one foot beyond sidewalk. (� Wolves 12' and brger) esew, M•ae 'ch IY - - - iJ w 1.1 SJ U) (n N 0 INIIAT alOp15 FOR LEWIXilI tY - 12 2.8 5,1 joint 4,.:, ,� C UP How S WL OF THE S4YE 14' 01 1.7 3.9 7.e AS Fl* "'p't'�'"rK ill' a9 lea 5.1 - 1 1,/2" and 2" METER INSTALLATION � 6' W toobrunch Wrtn SEWER CLEANOUT � w (n IN• IA 3.2 SJ - Figure 6 eY ?o' 1? 4S 7e - AMENDMENT NO. 2 - AML 1997 GATE VALVE Figure 17 Ei TRENCH do BEDDING CONCRETE THRUST BLOCK AMENDMENT NO. 3 - OCTOBER 1998 Figure 8 FIRE HYDRANT ASSEMBLY GRAVITY SEWER SERVICE LATERAL Figure i Figure 2 Figure 9 Figure 15 CONSTRUCTION OF A SILT FENCE SILT FENCE C UL VE R, T INLET TEMPORARY DIVERSION DIKE 3.18 v STONE CONSTRUCTION ENTRANCE (WITHOUT WIRE SUPPORT) L�2 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH � 0 .. T 1 O - r R 0 CK CHECK DAM ... • ' UPSLOPE ALONG THE LINE OF r 7V Mel MSSTnfc STAIO . -. __ r,to'NAtt PIPE OUTLET CONDITIONS ::•: +..., : .�'..:...;'...::::'� . -�.... >, , ;A'";"' a'MAX. A A 8 CONCRETE I Al Compacted Soil 2 ACRES OR LESS OF DRAINAGE AREA: •• ` `, : Z UU+ FILTER CLOTH-"e• sell,QAl11TAX.E fE1bf �' %' / / / ••,' cry': •mot : I ' .. r - - %1 to 3000 psi �- P 0 AlA (OP'TffRkAU / / r //' T,)F.)FFRI. �'-cuL.v[FI 18 min. -now ado 6 •••. ••!'�` •i, WITH MESH - SIDE ELEVATION ///�. EXISTING tilDlND r 1-�-_ IIII ; I do ---- ------ FILTER CLOTH 3 4 ff 21- B BASE W o 0 � {----"---_-- --.,, PIPE OUTLET TO FIAT (OPTIONAL) / �.-.-_.__.___�_____._._...____.__.__�.Milli I Milli AREA WITH NO DEFINED 70' MRI. FLOW r / ___. _..__...._.--.-....---- ` I CHANNEL (DOWNSTREAM VIEW) STONE � ; D I - 4.5' mine •1 PLAN VIEW 10 a O vlAsteehCK to Mara I (OPTIONAL) �- 4' VDOT COARSE MI DUMPSTER PAD SECTION O � COARSE AGGREGATE W V] L e V) U 3. STAPLE FILTER MATERIAL 4. HACKFILL AND COMPACT � Ia MIt1 IT STAKES AND EXTEND THE EXCAVATED SOIL. 0 PcxlsrmAVEMENT 1T INTO THE TRENCH. L TOE of nLL o FLOW 3' . >> PAV'ENENT d 4 CONCRETE d dQLP :•:: 3000 lei W FIBER 'FxgTANCF ✓i F MM1M74 T FtDW FILTER CLOTH KEY IN a--g-. RECOMMENDED FOR ENTIRE PERIMETER •�'°•/• ' -1 T VE A E I POSTTT IM DRAINAGE \ I N l j s ?own170 FTnvMxuc,�7r SECTION A -A t •. . • •a� P / COURSE Aa[i2CGATE g TRH TRAPPING _ / T SOURCE: VA_ DswC PLATE 3.09-1 2-10 ACRES OF DRAINAGE AREA: W rn rn • MUST EX,ENO FULL WA71N I �-- -�, II'! �H.y �I(! ----- R(:w A 4" 21 - B BASE o OPERATION AND EGRESS PLAN VIEW / /%/�� /i j:. r A 3do (MIN.) STONE o OPTIONAL �� TONE C 0_,1f A A T I n �' CQ co if ra i FLOW 3. k�,, I ` ddo 1 FILTER CLOTH 3 SIDEWALK SECTION 3• M,N, SHEET FLOW INSTALLATION ! "5 = } -•r-'-- ---------------- -- (PERSPECTIVE VIEW) � 1 l PIPE OUTLET TO WELL (OPTIONAL) T DEFINED CHANNEL FILTER CLOTH PLAN VIEW (DOWNSTREAM VIEW) s- �7AV♦ 1 )) f SECTION A -A , FLOW .�� ; L e CDT ,►1 4 IM -1 A IF COARSE AGGREGATE � 1'7 D x - FLOW ?.1 3 � N Q d PRIME COAT z \ \ "TOT /s• 93SIL iz• CE rR I COHSE AGCPET.ATE \_--^t1.%S 1 RIPRAP SECTION A -A 7- TO tY rdTER CLOTH KEY IN f-D': RECOMMENDED FOR ENTIRE PERIMETER REPLACE SILT FOJCE IN NORSE.SHO£ � rniEr; •'J He-1N tTti'::li' nr -01W Ic EXPT,-?EO NOTES 1. APRON :a.1PG MAY BE RIPRAP. GROUTED RIPRAP. GABION / II BASKET, OR LENGTH OFE. CLASS I RIPRAP 8 " 21- B BASE o�•`' 2. Le IS THE lENG7H OF THE RIPRAP APRON AS CALCULATED c POINTS A SHOULD HE HIGHER THAN POINT B. USING PLATES 3.1e-3 AND 318-4 STONE kEINFarCED CONCRETE DRAIN SPMCE SOVIRCF: AMDtFD fmm Y001 itdederd 9neMs Ii itn. DSw( PLATE. 3,06-1 3. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT SECTION B-B DRAINAGEI/AY INSTALLATION (FRONT ELEVATION) lE33 THAN a INc"es. Source: Va. DSWC Plate 3.20-1 ADAt1ED Iran Ilal�l Siatdsrds for Sell MSNMn and 59dn1911f Conkd ad Yaw DSN1C Plate 3.02-Istlenlow 'a m. � from adios d 3trstr Ned hbrie <'fll.r trrwn for Sal Cattrol VA. DIM PIM 3. SON" ca - e ° '? A-�! PAVEMENT SECTION 9,9.9TL^TI113I1d6-ALL G0ICNEKS a-o .1J�►i (BASED ON CBR-6) ' �H27�rEI1TElL4.�'D�E.3rHaP SN6L�CD �� I[2H2Li1TE5�E141H17_WF,4-P-r&-IHT9 lwc&* K®UeH 9•AWN GepAr- PLAM 1C•f ADA St'd "Handicap Parking Only" rL.AT99 TO KEGS IV E w e A� �4•� 2'R (� & "Van Accessible Sings S I- I I �_ TS a x 1l4 �c a" P G• !1o__5T"-HINGE I / GATts _ TOST .- TANGENT PLAN RADIAL PLAN Fur° ,. Expo ll I G'o s+..as Ana �a--r 7•.,•n IM nw.,w r•p•wpM i.0 0 Iran «vial-evflw Nrot'•.•. :..• �.,,/,', . ;,�.' Ramp .-. Ram 1° echw.e a Iz 10." My '.A; �y.' �.:r '...; , .. : •.': P Concrete GEdAG PosTs II I e _ r-. �,•rpD �\ - :.•. ..:'' :•.�. ;.. : 1:12_ ■"I �1:12 Walk M ` -- WAC LATCH s d1GAGK6T5 _ . - ° is•• . :. • . + WITH SIMI"i/H Lea. p / sML'ce a33% , west,• ,'e �•' A, , I 11a7EMax DOLL 4TL. COLUMN I I I I I I I I I I I r .; oK.. A , .. v.:A''� y..'.;' A • . _L 8, - �"� ; ' The bottom of IM curb and g' D/14 E 1 //i . 1 !��E��\-----/%- I�par a Window • ter my be constructed allef t Ire s1oDs of sub- ( --- SECTION A -A a" 2'-0=-_ surface courses provided o \ F L 4 �r a n I ,slops 12 I Mwlm»m This sea may be comrele minimum depth of 7" is �J maintained. I I I of the option of the conlroctor i I I Z f1 I , pISOMETRIC " U sh.e.lz:l 1AaM,pw ---- »•,... VIEW de s t1wD Is b be s 40 Mel when ml design speed Is 40 MPH a lest •"~ IL-4 L --J _ L -� : •-:.: _ ..•; on Rural high -ins and 45 MPH a tble: Cart. tvD a 1Mr o nsdius 4} 4 \ \ "DIES of 300'm less face of curb short 770 'y ry /� \\ /�\\ �• \ '��\\\\ �/, refs in developed urban 9 suburban (d1 . r-1 ( 0 ..__.__-.. .. _ . .. ...-.�_--- - ..-._---- . be poi for In radialcombination curb 9 I"-'-. _.--'__. .I-'-._..- _' .'---.._.-- ..r--__�_... _--___ -.-__ i_. _....-_..... , - gutter. ! All-ch. to a a°.. A-3 creme dO Romp -lace •fall M comhrucNd elite °Ian sou I,nrh oral crop flop• Of IN ramp ,loll non s,ceed � /loot. SECTION 6-8 Ramp ,tell ran ..awed • na,wam elope of lz 1 This Nern may be preeost or cost In place. l _ ULefr45TE� _GATE _DETAIL I ! I t s CwD Gul romp. We to G b<abd w sow° on IN Dbw « w dkecled by IN cnq»-w Thep shots M O 1 l o/IfN lam p,deslrbn cronrdY, w Nab non Or local.. Mhi reh,cle slop lints E-1." light Vole,, V I \ Ixe MdrMt, drop rnrlf, etc rill ono a11.<I ploc.menl Concrete to M Class A31f coal M pieta, �/ 4N0T To 3GA 4 E i - _-_ _ . 4000Psl M pr•cmf H.C. Painted + `', 0 Ced raise. ,hell b.--.d «d eoidkr °I IN co°epcl em prt-6r Npwi,c.b One Goner.«OIMr Symbol O O 1 I Cone N Aweol whrh «<e shall inchude W -, new,s«y to Whop, or modify Ih, IM1se P , np8ed 1ST �nt ll when.,.d In w ee-hee wink Slonaad CG 3 or CG-7.Ph. cure lace en mh ShlndOrd I. Id be edprf w ,le O lel �i W 0617^ f-o S b moxh e. moueGIA, oeb oenhgwehw l 1 I I O Treoh,ned Wien 7' 4 -rdlh 1,seal o•loinoele. O 765 , __.-___.-,_ ----_ _ ., __ __...--._._ .. _ _..__�-_ _ _-- --_ _--------.1 __.__ _._ _-___ .___ _- _-_.-_ - _ \ N U . Q CY)I i i CURB CUT RAMP COMBINATION 6" CURB 8t GUTTER �' j ^ N CT)(FACILITY FOR PHYSICALLY HANDICAPPED) (>;f v } U Z 'x (o Handicap 111 x � Q) 75 * ALL MATEf�IAL \ ace cur l To Pip e - - - - - - - - co-Ir TP-�TE r� - sAi ea DIMENSIONS by the 8' 5' or 8' 8' _ V U M ES E PI- N I •-� I - l I i I - - - - - - - - - e E COMMERCIAL ENTRANCE DESIGNS A As delermleed by l"• Ingbar � � �+ 7 6 0 w saner Radial combination a 75'a q. refer, tf dewbpMq + i F Roll T Ihol Iht right Ian lone .i TYPICAL HANDICAP SPACE .11 cwb and gutter ALONG HIGHWAYS WITH SHOULDERS «,,, ,here ;, ;{ enter pilled C:) I I 1 --- VIEk1L \ r-� tE q1.h u:ni1 AND RAMP DETAIL lees n IM lanes. on •dfilbrM ' c1�T'aT]CC � Otte { e cenlirwou. Ilvu i I)'I. recerwmerded. l 3' rminmum ! MULTIPLE ENTRANCES WITH RIGHT TURN 10'e Teeter for mi, ent. F--i :77� pVC 5DR-21 - - - - - - - - �► I= 5 LANE AND TAPER p. e.le.rwed h.e° .age»„. 18" Cie r �" 1il/L - c I Q) 755 I` --------- a G 12•' �____-.__------..._ ;.___...._,.__.__-__------,___.._-.--___..�__._..._-__..---. __ _-._-..._-----._ _.I RRadWsbbem E tin L LI"I..1Pork"Let I �� i I shown on plans \ I I I h .• e. grrele.. I I I \ A--1 1 a l 'r- v E I I l--w ,o - ♦-- 50' er a eeler -}-- 30 - .o --{ R. 1 .a I u 17 5' - 50' yhe r.d:.tlecled ( , haeace,..medele 1 ' I 1 cennd,Ll r eel by the D..igner Or •-+ V lbo-1 ; I enbcipotrd bp{ 01 . I:cte i.r ♦r legs l«qer reds theuld M a) CT7 I i �' `� rno he eel D Ire E er 01 I street facing at some I y rev-, r "9^ C!7 I Z r F. fie m V Rrw d low per .,hicks s. p,01h.lee. n � ! � wrfacing m rndn fin* e � _ �_ _ a) roadway�- R,w ^od-I be 4n Ih- 17^d lne I i r 1 D'+�' I Ph- -Tor t r� �i: N w, u.z01°.One-.or 1,onc Install 12" of grade) 7 5 0 a v o.� I A I �[I v� z' >< 6'• .::. (b[atch B - - - - - - -a Y 60 • - 90' cur »•_-__d_ -'----.._-.--_.- _-----.__' �_.___.___ _.__._-- Oil, _ $ .'. c c u C c u B 21-B behind curb '�' -i- fn a1•e.. _ �- a) � � \ Exponsion Joint cu 7-1 B N Flo '''� 4 I-- A I U I 'd ao I e•1 ""• 1 V�j ►- e� I 1 2 1� Y Y C Q ar ; c '� I CG-8 0o to •L7 l L NO. h A q A� E - I I ' • In CDGC Or DAv[MCNI Nol,la dked 1 ,el {Decilic .il♦ W �, I �;�, DETAI L�-_ Bo,�p�-d FENCE A �Y-�t.I N D Main ib" r°°dw°r ---� n E"I,ee,. d.la, lhe,n Il:, .Mrt _rDo fa= ••I O I °p d' I was wle/h"e" z'o"ore SHOPPING CENTER ENTRANCES "° ° a• Existin recut rron.�. os sealed a eppr sees Ol See Entrance 12' g ty : by the (ngnen,."hen hosed on sound I CD t0 b •-i shown on typical section. s c I n t� ce.,iM. pe 1t •. ter .d Taper Lane c O J 00 Cy •,` �" {F" ,, __ C2tlM P5 fEEz Pq p HALF tln.il. of Po bq Lot --1 Pavement Section P -- -- m + y ° I + t� S) ( x •il I PLAN a I ° CD O r •il 00 745 -----------_ �___,._--__------�_-_ ____ ___�-_-_ _ i I r . 4 --t-- �,+. �I jp) 1 l en DATE: 2/1/99 In _._-_-_-_-_--- e I R• )'min ry i e z4 vA 3o n to . Dre.enl,cab 'Ly � 30'• s0' e0'or •ale, w, w, well pen crowded Aoace .ilk Std CC-1) (� a Custer line Face of 1i.' Kfw T- - - � O to VDOT Field Inspector RI.- new C'Jwill approve CG-11 Atoirl hire Roadway Cwb Cab of side street + J 0 50 1 +00 1 +50 ,r _ ________ o -� pp SCALE: 1 = 20 rn I :1 e I E entrance before construction Whenused m conjwlcrbnwirh 5rondord CG-3 u U A I- B (il rU adpnled to match the mountable curb confiqurolion. Y or CG - T. the cab lore on this Standard s11aM be � � Proposed Waterline SECTION A -A Y EDGE Of pAvEMENt DESIGNED BY: Oates Horiz 1„-50' --f-- --F-- Half Typical Section JOB N0. 2219 'Vert 1 -5 STANDARD CONNECTION FOR STREET INTERSECTIONS Of Entrance Not to Scale SHEET 3 OF 4 X F4. OP X- X_ X Uj W -- - - _ I_ _ _ -f -. _ �_ - - X x x x X♦X x 0 r X x E 00( x x 00C • Uj E. 00 E co o, Rip - ra-p- ai6 E 0In x 0 (o )00 -2.5--ja-11- '0 C-_ ei4an--silt-frorn . .... -pond . .... 0 0 9 `E Ln F*Ti-efiever -it excee s j .5 indepth )'44 F __j t r 0 F E . ..... w C 0 ...................... j-- F Ln r - ------ F. yr4 F. v F F LL. - - - - - — - - - - F _E E ___/_ x —x — — ---- C F V) V) F v L_ r r 0 C > 7 LLJ (f) + x 7,M sue. x0 0 a x 0 r, w r Z x A lap lco 0 x C D Landscaping Informatiorn 42 spaces requires 4 trees 600' perimter requires 15 trees i x 19 Red Maples proposed Trees are to be 2" Caliper Minimum N r ; HeadliEht Screening 17 Hedzit Hollys proposed Shrubs are to be at 4.5' O.C. and 36" at planting > FRI .0 0 V) V) LLJ 0) OD < (3) A.- 00 ('4 C'4 0 ;2: C; 0 0 ZDBQ) Y) 6,? ed Q) �- 0 > Ct 0 Y) 0 0 41 0 0 4-4 ft 0 NOTE: A LAND DISTURBANCE PERMIT WILL BE REQUIRED CO Q) @D 0 PRIOR TO ANY SITE GRADING WORK. Y) CONSTRUCTION OF THE STORMWATER/SEDIMENT BASIN HILL )00000 BE THE FIRST STEP IN THE SITE GRADING WORK. 0 0 0 •0 -CONSTRUCTION CONFERENCE WILL BE REQUIRED PRIOR 4j )0000 A PRE 000 Q) TO INITIATING SITE WORK. 0000• 0 0 —14 0000 0 )0000C 4-) 0 0 0s Q) ° ( U 00000 x 000 000 — — - 7j 00 0 0 0 (aj 00-UO 0 ASH RACK 0 00 ( 00000 _w _w —1, _w —W —W �L* 0 W —w Q0 100or" 9108- 004 000 00000C 0 0 Q 0'a 000 00 0 DATE: 2/1/99 .-.—.W __w --w W At w w w __w __w ____-w _w __w ___w ____w __w __.w _____w __w ____w ____w -----w __w ____w __w w w \ _ _ -- _ �_� �— --- _._.- __- ---- "- — ---_ __--- '—__. _� __.��.. ��. SCALE: 1 20' DESIGNED BY: Oates JOB NO. 2219 SHEET 4 OF 4 YASx-TIW7- WR CONDO IIONINU TO lo, F ROM:Iz,' k E. # DATE: T I ME Pages !including cover Remarks; _0... _ e.., .�_vNN �J- �j ` -.. ., � -� _. :�- 9 � I41 �. .� � s,... Yn'h .k t-.. _� { -`y r -q k r9 F �� M _ F P 4 } � �. A �.. _, � � � � � ..__ �� _. ,. ; S a ___ .,� 3 _ y 1Z _� '� 1 � + �^ _.. 6 � 1'r^ y ,....� _n 0 � __ } ` � �� __ > 3: � -e- � k4 a 5 } _ a ii5 E .x� �_t' 3F -X. t �._- dE y' � ._.. - :E .... { �_ _ t 1 'r x -� .,� if ,,; .a: �, G `- � .3p. GGGi / � .. -�. * �.� _ '' _, -* ?r � �e ;r .� CD GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR --- -- - 33 _--- --- SCALE 1 "= 2000' LW. wW 0 Co co t 1. Methods and materials used in the construc:tion 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 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 - 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 EL relieves the developer or his agent of the rresponsibilities contained in the Virginia Siltation and Erosion 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 C&G 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. (VDOT) Frederick County prior to constructiion in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G 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, shall be in accordance with the current edition of VDOT's work area manual. TRANSITION TO CG-6, CG-6R required under State law. q protection Furthermore, all traffic control flaggers must be certified in accordance with VDOT's FROM CG-6 CG-6R 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 ------------------ ------ with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T (VDOT) to determine if and where guard ralil 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 Virginia Department of Transportation (VDO'T) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP i V5. Prior to initiation of work Contractor shall be res onsible for ac uirin all necessar VDOT PROPOSED STORM SEWER `r L.D N N 00 O state Z C •E CO � _J o I 11 --- ' y 'y 1 1 �� a W v a�x :Site Exit•310 �� cVA_AJJ �n < _ �- - cn cn \�N KERN TQ 4 BUS , ' c C n �r w 0 - cnx,cn _ vp C P q 9 Y °I CMist � '- - A.- - - - 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 7. Warning signs, markers, barricades or flagmien 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 s -- -- --- Q J N > arranged and held by the engineer and/or developer with the attendance of the > a `' o Control Devices (MUTCD). EXISTING ELECTRIC SERVICE > of a` contractor, various County agencies, utility companies and VDOT prior to initiation of work. ___.--._.___ _._._-.._ __.. __..______- ____..._______.__-.__. `1 00 a- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing �.a` u_ a - SHEET ELECTRIC SERVICE SHEET 1 COVER SHEET �n a_ Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for tea. o SHEET 2 SITE PLAN u_ any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE 0 Q J o 9. All pavement sections on the approved plank are based on a minimum CBR value of 6. CBR values less SHEET 3 DETAILS AND PROFILES p u_ a than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. o > PROPOSED GAS LINE SHEET 4 LANDSCAPING AND EROSION � o w & SEDIMENT ,CONTROL Q o w J a 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 � J 1- > o PROPERTY LINE Q Q cn o on the plans and as required at the field iinspection. adjacent public roadway through construction and maintenance of a construction entrance > 0 aK in accordance with the Virginia Erosion &Sediment Control Handbook Sec 3.02. FLOW LINE -- - -- - -- -- - z z 0- 0 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 PROJECT INFORMA J 0 Q o a'-` Li - be minimum 6" diameter and conform to VDOT standard SB-1. Of through construction. FENCELINE - -' 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE -(_%' PARCEL IDENTIFICATION N0. 75-((A))-2D-8 z UJ V) 0 w 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: PROSPERITY DRIVE Z V) Q 0 r and at the end of construction. EXISTING TELEPHONE POLE -? TOTAL AREA: 2.000 ACRES 0 L p 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to r PROJECT AREA: +/- 2 ACRES a enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W TEE ----- -- --- ---- - �--.r-_-- --- P P Y Y V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have / DISTURBED AREA: +/- 2 ACRES Q 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 ' Ti w CURRENT ZONING: B-3 condition at all times. CURRENT USE: VACANT 14. * Notification shall be given to the appropriiate 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 Dy.li PROPOSED ZONING: B-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 PROPOSED USE: BUSINESS/INDUSTRIAL b vicinit until an ade uate desi n can be determined b the en veer and a roved b VDOT. EXISTING WATER VALVE ---------------- ALLOWED HEIGHT: 35' sheets, and connections to existing lines. Y q 9 Y 9 pp y - E-, HEIGHT PROVIDED: 24 W o 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 �I, r w > standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. -^__._ _�,___._______._�__. ___ ____ REQUIRED PROVIDE Z "" , P P EXISTING REDUCER 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the w BUILDING SETBACKS: FRONT: 35' FRONT: 36-0' �_ ° PROPOSED REDUCER--------=j 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 SIDE: 15'L/15'R SIDE: 16:0'L/56.0'R (n v p, be compacted in 6" lifts to 95% of theoretical maximum density as determined b STOP SIGN � REAR: 15' REAR: 65.5' prior to construction. The contractor shall' inform the engineer of any conflicts arising from his existing Y Y � F, d � AASHTO T-99 Method A within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) REQUIRED PROVIDED W 0 � utility verification and the proposed construction. � P ° P of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES L0�ATIDN OF STD VDOT �, x Q. 17. The developer will be responsible for any daimage 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 AND/OR JURISDICTIONAL PARKING SETBACKS: FRONT: 5 FRONT: 45.5 �, N STANDARD RAMP CONSTRUCTION SIDE: 5'L 5'R SIDE: 16L 5.5'R 'b b d 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, / / a) final VDOT approval. PARKING INDICATOR ,�12`, REAR: 5' REAR: 29' rn W a 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER of TYPICAL PARKING SPACES - --' �j�k ji-9C�/ ?-A °' °' must be provided to Frederick County Sanittation Authority prior to issuance of grading and/or site F.A.R. CALCULATIONS development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans (i PARKINGCALCULATIONS FOR ALL PHASESb .b l� P P and further where determined necessary by VDOT Inspector. TEST PIT LOCATION 28,300 sf / 2 acres =.324 (E tire Parking Lot Will Be Built I/rere 1) d d G, a 19. The developer will be responsible for the relocation of any utilities which is required as a result of his The relocation should be done prior to construction. V15. The installation of an entrances and mailboxes within an dedicated street right-of-way OPEN AREA Office W 0 0 0 `� project. P y y g y HANDICAP PARKING H/C 7,'8 sf / 250 sf =32 spacesd ) shall meet VDOT minimum design standards and is the developer's responsibility. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected 25% MINIMUM Q rn Manufacturing p 28% PROVIDED 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 o1 co CO emplo ees x .75 = 6 space required engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE 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. �,J Rezoning Proffer #011-98 Warehouse at (540) 662-4185 immediately of any disccrepancies between actual field conditions and the approved plan. 1 "A strip of land sixty feet in width shall be dedicated 3 emplo es = 3 spac s required V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement ;' to the Count of Frederick for the purpose of providing markings must be installed b the developer EXISTING STREET LIGHT Y P P P 9 22. Controlled fills shall be compacted to 95q Hof maximum density as determined by method "A" per standard 9 Y p or, at VDOT's discretion, by VDOT on an T a future collector road which will connect Valley Pike proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered accour't receivable basis. + with Shady Elm Road. The location of this dedicated strip professional engineer and results submitted to Frederick Count prior to pavement construction. If a PROPOSED STREET NAME SIGN of land is from the end of the Prosperity Drive to the 41 spa e required P 9� Y P� P P Y P q geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT--------1 -- western limits of parcel 75-A-2D, as demonstrated on 42 spac s provided the plat which is referred to as Exhibit 1. 2 spaces a e DA compliant ° 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER e or blasting at least two (2) working days, Ibut not more than ten (10) working days, prior to commencement "This voluntary dedication of the land shall be valid for as of excavation or demolition. Names and telephone numbers of the and operators underground utility lines long as the Winchester Area Transportation Plan identifies L adin S ces STORM DRAIN STRUCTURE IDENTIFIER 18 this area as a potential route for a collector road between 1 per 40,000 sf equired in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Route 11 South and Route 651 due to the possible expan- space requir d �l sion or change of the 1-81 - Route 37 South Interchange. 3 spaces provid d Water/Sewer: Frederick County Sanitation Authority EASEMENT LINE This shall not be used for any private expansion of a road or P.O. Box 1877 development of private lands to the westor south of this land." Winchester, VA. 22604 CENTERLINE (540) 868-1061 EXISTING SPOT ELEVATION 12.0 "If,after eight years from the date signed (10/6/98), this land 1 0. has not been used or is not in the definite plans as a ollector + road between Route 11 and Route 651, the land will revert back Phone: Bell -Atlantic PROPOSED SPOT ELEVATION 12 5 rn U P.O. Box 17398 to the owner of record of each parcel.' Baltimore, MD 21297 EXISTING TREE DRIP LINE N ,�-teat.. . ,.�.� ,...,--,� � `,._. _ ..r . ,� _ � � � � (301) 954-6282 -� �� Q) FIRE MARSHALL'S NOTE EXISTING TREE ' '' " ° ENVIRONMENTAL FEATURES Q Power. Allegheny Power MISS UTILITY 1-800-257-7777 ._-';% 15 OAK ,'r, 15 PINE PERCENT P.O. Box 1458 OAK FEATURE DISTURBED U� �., ,� Hagerstown, MD 21741 PROPOSED TREE �- FLOODPLAINS 0 �, ° O . 1-800-654-3317 Fire lane markings and signoge• LAKES & PONDS 0 p Any "No Parking" signs and yellow painted curb locations will be installed WETLANDS >1AC 0 +-) SINKHOLES 0 Signs must be less �� Gas: Sh'rndoah Gas Co. than 100 sf in area and under 35' tall. O U � P.O. Box 2400 by field inspection at the direction of the Fire Marshall's Office. NATURAL S.W. 0 No outdoor storage is proposed with this site plan. � U Winchester, VA 22604 DETENTION AREAS STEEP SLOPES 0 x Q) ST (540) 869-1111 >15% * ANY PROPOSED SIGNS, 'OUTDOOR LIGHTING, AND STORAGE WILL WOODLANDS 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY ap FCSA COINSTRUCTION NOTES TRIP GENERATION DATA �l CO VER SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL I'TE Trip Generation 6th Edition ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 'V 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. Office (710) O MARK D. SMITH Project Name: Project Number: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 7,800 sf / 1000 x 11.01 = 85.9 �o No.022837 Lyle P. Strosnyder, n, c . 2219 � AUTHORITY'S INSPECTOR. �t�, • 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Manufacturing (140) �" V METERS. BEFORE A PERMANENT METER IS SETT, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY 15,600 sf / 1000 x 3.82 = 59.6 ZONAL Magisterial District: Date of Plan: (Month, Day, Year) ALIGNED WITH ITS METER BOX AND YOKE BAR,'; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 4 Warehouse Creek District 2199 900 sf //rehouse (150) - INCHES; AND 4) ALL COMPONENTS OF THE MIETER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS / 000 x 4.96 24.3 THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Owner: Address, Including Zip Code & Telephone No. 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Truck Traffic PROFESSIONAL SEAL &SIGNATURE Musket Drive THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE (86+60+24) x 10% x 0.5 x 20 = 170 Lyle P • Strosn yd er, Inc. Winchester, VA 22602 DATE: 2/1 /99 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. THESE PLANS ARE IN CONFORMANCE WITH (540) 869-4045 FREDERICK COUNTY STANDARDS AND i CHECKED BY: 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. 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 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 340 vPD's Total THE ZONING ADMINISTRATOR PRIOR TO same 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: OATES DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. Engineer Certifying Plan.- Address, Including Zip Code & Telephone No. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB NO. 2219 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 819 too 62 � J0 4! N y r- a 51 v wo TM 75—A-1 MAURICE W. PERRY DB. 372 PG. 608 ----- ____ _ _ I -O-f~___.J LU ES-1 Rip -rap ZONED: RA USE: RESIDENTIAL 3 2 -1 Slope 0 TF:11- Line Spillway ES-1 Rip -rap al 2 I slope 440+ 0. eQ z 0* nv-' T-FINCE UNE 740.0 ---- - ---- PARINO 00 ------ 2 slope C14 _i;__0Po se REAR SMACK LINE F 744 C _j 0) 1 f. E 49" 0 7 > -It _ p _._ _ F C4 -------- T_ 0 Cq r1_ LU W "- r "O Cc Ot F PRj_'0SFPT)RA.1NAGE EAR EMFiXFr__ 2 1 Slope Q) U a) X pl�"017 ASP + F _,WVNT Prop -2'x I r41- 0 -F E dumpster pad 7n, - - __ - ---. LVCTr F ------ ---------- IC j- — F --- F ------ _enClosed) VAQ, !�111011�� Z--- r 0 W c6 F. (D 0 EXISTfNr, E Q) V RTC; > 750 C 5'R Q�l 0 % LLJ V) rx. 4 R +55A + 551 Loading Space --DF6ck7bOor +551 55!' 758 co E_ + 56Q 4-) ti z r. rn 'ding Space Dock Door Phase 11 0 Q) Warehouse 4900 sf _0 (0 0 55Z + _7CCx7ll GH--- doors 5; E_ 0 W 0 U) FF 760.00' > 0 r 12 Wide Q 0 2" -Rd-diuis �5 Rebar 4 ]Runs) I Signuck rxit. 70' 2 W 4" IM-1A Dock Door E.P 1z IM CIO _-I N 1:0 n 18'7-Ta.11 A 8 21-B Drive Thru Bay Drive -TbLru -B-ay--o - Drive -In Bay z 10 1— z _-760 12" Tall 0 t> 0 0 TM 75—A-2D 24" Base 04 Cj TM 75—A -�2D 0 0 Drive -In Bay Drivl�hru Bay .Drive Thru Bay RT&T PARTNERSHIP - I oil 6" No.57 6'62 PG RT&T PARTNERSHIP Phase III DB. 648 DB. 662 PG. 648 60'xl2O' 4 Dive -In Bays B-3 ZONED ZONED: B-3 z 14 7200 sf with -AVP USE: VACANT 7' USE: VACANT Overhead doors FF = 760.00' �62 HT=24' Drive-Thru Bay Drive-Thru Bay-- Drive -In Bay Phase Special Curb a5 rive Thru Bay 0 .-----See Special 8 00 sf with N T S j Curb Detail Overh 't-sd doors IM (Typical) FF = 7`80-00' HT=24' ---Drive-In Bay Drive-Thru Bay .`'Drive-Thru Bay 30' cico 5 General Notes 1. Entrances are to be built to VD07's standard CG-11 specs. 22' Drive -In Bay, 2. The VDOT field inspector will determine whether CG-12 ramps <� 60' Cl) 70' X 59" Y) > will be required in the entrances. ci? FIRE WALL --M (Typi 3. Compaction reports of the building pads will be supplied to the FIRE WALL 'R I Q) 4 20 Fredrick County Inspections Office prior to installing footings I-, _,-) >-, 1st Story Office '0 4. This topographic survey has been -supplied by the owner. The 1st Stog Office must notify the. engtnelii should any discrepancies arise. 1800 sf 210 sf contractor FF = 761.33' FIF = 761.33' 5. Water and Sewer easements to th(e Frederick,. County Sanitation C Authority must be recorded before these services may be constructed 601 H/ 60"J 4 0 5R co 2nd Story Office 0z 5' 2nd Story Office 603 0 boundary survey. A title report has 22' 2100 sf C) 6. This plan does not constitute a b' 'R not been furnished; therefore, not aIll easements may not be shown. 1800 sf 60" cc) 5'R Q) FF 770.33' 6 FF 770.33' 26.9' 4-j O 7. Contractor must notify Alleghany 'Power prior to land, disturbance 60 activities within their 651 right of way. 61 5R 5'R 70' 606 35' 61. B.R.l: 6 0 6061e PROP PROP Q) C) 7:1 + 1.5"WM m Q) + 601 01 60"+ TING UTILITY EASEMENT r+ 5'R 30' 5R, 5'R 00 11T, ac + -------- t R X W 60' 30 .7, 4-) % rap I F S* Install 8" tee an 8"xe - �J_ - Sign 0 GV, and Inv= ;X __`*Truck Entrance" one join l of 758. Pipe at itub 5PARKING SETBACK 25'R Q0 —W —1 —W —W 25'R Iiiii 63 TOp�763 37 Cx �6 __ c EX 1.4- Tap by FCSA 33=+ 13" SEWER LINE r 49' AG 4PROSPERITY DRIVE 60' R/W 500,+ 300'+ 1:1 Private Road I'v sight 1200' to Rte 11 Distance No Speed Limit 50( Sight - 250'+ Ex 8 I' F'i'. F Distance DATE: 2/1/99 __'N W W (�,J_ W W W W W W W W W W W W W W W - — - W W W W FX 8" WATERLINE SCALE: 1 20' DESIGNED BY: Oates JOB NO. 2219 TM 75—A-21) DB. ,.662 PG. 648 RT&T PARTNERSHIP ZONED: B-3 SHEET 2 OF 4 USE. ""VACANT % 011 CD ro CD Cr CD L 0 0 0 cv cD cu v c D L a) 3 m 0 a cn i rn C"i CU U C H C_ c u7 O L cn a_ J i rn CU C, CD ----- ---- ------ ---- -\ -110' ES —1 Rip —rap 39.8' 6�, 2 1 S1 pe trw.rr � �•„��,,,,;, s�� -� : ,� ,� ,,... 0 Line Sipillway' w/ 747p+ ES-1 . Rip —rap Bl 2 1 Slope 44II+ [ [ — [ of 740.0' [ proposeDitc E[ f �e � E� f t 1?RiJPOS�-U.RAiNAGE.;ES- �t , N yIry _ ---_g w� \ - 750 — :, rr - �,,INE__ 2 1 Slope _ PARKING SE BACK _�15' REAR SETBACK LINE — f L - f L — E - --[ E 49a — t �L [ f 7 [ E ��sw � •r �-_ ham- � ,.;, m �L [ [ [ [ [ Prop—mrxfze—c ---i — E — [ dumpster pad °ye [ �E [ (enclosed) Qf �jhP E — [ —f — E — — _ ---t [_ L[ — t d w \�� o• re � �oDer� L to—C — t E — / c6 U' EXISTING 65' POTO y$Q, MAC EDISON RIGHT OF kV 9°� re +5 4 +55' a a� a b 0 0 4'R +55!' 55Z Loading Space Dock Door 56Q + Phase II Loading Space Dock Door Warehouse 4900 sf o 55Z+ 70'x7O' OH doors - FF = 760.00' v Y Sign GRA VEL T. '' @• F" n,W, A'.S� .T:4: .... r:T. e rvq. N : '•1' � .. Mom,. -%Pn ' .. ,.? ;.y� , ... .-0�%'1"I: z Dock Door Drive Thru Bay Drive—Thru Bay - Phased Parking Tabulations z F Drive —In Bay Phase 1 w A w 6 _ b w \, Office 25M sf / 250 UL a Manufacturing 4 emp. X % 3 A a a Drive —In Bay DriveThru Bay '.Drive—Thru Bay z A Phase III \ � 3 re_ 60'x120' w 4 Dive —In Bays i9 provided z 7200 sf withPHASE I z Phase 2 a Overhead doors I Q FF = 760.00 �Le0 � C o HT=24' Drive—Thru Bay Drive—Thru Bay Office '17Wsf / 250 ,�4 `."� p" z Drive —In Bay Phase I Warehouse 3 emp. 3 �' 5 rive Thru Bay a 0 H z o See S ecial 8 00 sf with i re aired total a a p q (total) - Curb Detail Overh�d doors 38 provided (total)PHAS(Typical) FF = 7b'0; 00' HT=24 Phase 3 Drive —In Bay Drive—Thru Bay Drive—Thru Bay i 591 e� 59 � Office 3600 sf / 250 15 4 4 j 1 Manufacturing 4 emp. X 3/a 3 O O 41 required (total) / 42 provided (total) 22' 18' 60' i FIRE WALL 1st Story Office co 1800 sf FF = 761.33' u /� \ 60A 3y7 �' • °D H/C 60� 2nd Story Office o 5 602 5' 1800 sf 22' FF = 770.33' 6 01 60 60s v 615'R 5'R 1A (, .—.—w—w w _. 6O 60g 35'-11.R.L. /. oN >Y 61Q+ PROP PROP 6 + 1.5"WM + 'P 604 OZI \ 20TING UTILITY EASEMENT + 5'R 30' 5'R ES-1 I + p rap 60 A Install 8" tee an 8"g8a d cer .3`"— E GV, and Inv= one joini of 758. 8 I 30' Drive —In Bay 70' 5 $ FIRE WALL 3'R 1st Story Office 2100 sf FF = 761.33' o 2nd Story Office co 5 2100 sf FF = 770.33' 26.9' 70' 61 s 60.&+ 0 TM 75—A-1 0 MAURICE W. PERRY z DB. 372 PG. 608 — ZONED: RA USE: RESIDENTIAL W LLJ V - — ---- 0 00 --NowN I 4 00 v C14 Lo v .E rn Z J ACV Cq W `0 [ [ E W C(2) o 4- 5 t _ [ [ [ — [ `n < XISTING OVERHEADc [ELECTRIC [ —�5� _ WIRES [ [ _ [ [ 9 It [ [ N e [ [ C N it [ [ [ LW (n r [ r 'd 758 `d 0 Z 0 Q) c>7 r a �4 i N d W o v) (13 A w a 0 A 5+ Sian g, "'li•uck ntrance" T TM 75—A-2D RT&T PARTNERSHIP DB. 662 PG. 648 ZONED: B-3 USE: VACANT A- —760 �62 b b i N a� a� Q) Q U 1� 00 N co co 4�111ZA � 0 Ln co N 0 Z a Z �� U C� Cd U a � 4_j t4 U > V) O Q) O cco U a 1 N U 'TS (d U CD 1.4 Pipe at itub nn 5' PARKING SETBACK 25'R 763• 7'x w w —w -w w —w w —w — —w w —w —w 25'R 19'R IRF IR � 62" +62� _ 63� 63� _ 63� TOP+ INVH751. 9 �° inv=758.81' _ _ - s— s— s— s— s— s— s— s— s s— s s s-- s s— s—=� s s s s— s— sm Tap b� FCSAs s s— s s s s s s s s— s s— s— s— s 63 s— s— s I%1� SSMH 7 EX 8" SEWER LINE s "M —7 61 6- 0 P— O .roINV=753.6 A: K^ '.. .Y?c'.., .;,y....,. g.xt,. K " ;:.. .....':: , .. .. rx^ .. :i... , ... X•. D 9 •'.:, _ T M °° PROSPERITY DRIVE 0 763.32 x 60' R/W 6h+ 500'+ 300'+ `° 6�• 1200' to Rte 11 ht s Sig�^�' Private Road \ \ "f ^ 500'+ 250'+ EX 8 Distance s z as No Speed Limit Sight \ - } TEE +9� -- Dis ance S \ DATE: 2/1 /99 w —W —W —W —W W C514i-W W —W W —W —$k —W —W —W —W W —W,:�W —W —W W —W —W en—W W —W W W —W —W n�` —W —W W —W —W w ' rr EX 8" WATERLINE w w w SCALE: 1 " = 20' CV \ S DESIGNED BY: Oates TM 75—A-2D DB. 662 PG. 648 s JOB NO. 2219 � \ RT&T PARTNERSHIP ZONED: B-3 USE: VACANT s SHEET 2A OF 4 .. bodcfllf 'A' s, general bockfi le•. tF•+• �treas gerlKOtl a Fort"F custom setter 15B sole Js V 1 V Ii! Tr Bpi' i O.D. e'-�`I U D t - s Ana ww AFJ '' ro I..rr. tewwr •.t (meter by FCSA) frsrlch width ear +s bt"d e�ei i cast in place access door, standard °s '"rrQ ' , 7 V� carefully compacted" centered in top flat top for C, Axwtdr 0•r 24• carefully compacted / sheet Doekfill . ^ F sect b fully �erls ,� ^. (see note 1) 4 m diameter nhole 6' did. schedule 10 -� steel pipe filled 3' yM :i cost Iran d•onout cap with brass plug es aggregate <; ` '` 'C• varies 2' max. concrete and pointed,: - r "' •`- "-' f{ ..�. _�. It hovin o cauntsnunk are head r r. ® PaneAo Model PA4SV-C (4•) 1 , 1 0.D t e' x 1/2 O.D. sssetlesYs f at property line mished yellow Z Pondla Model PABSV-CSK (6") W �= sew a lfaw ref• seM a test astiJ :� flaw sstlrF (see note 2) grade 2 *�'' © S for, W oonvte e• TEE, qYE OR PLUG TYPICAL SECTION 18" dia. stone aggregate In 9su of wood kmalliq fM Milling b* wRh %%rwtn hard sA,rosaL%R roadway box eorrcyefe �,, pq,p pdye(folwNt and the can(rsts fo et r wa .W T' - 12' min. tK 10" and wRder pb. 3' riser section erlc'oscn,ent l; 1, " JCS rx4' f/rs fltting and ogahst umf„Y� TAe beafn9 dlmwlakFrs b' - 18' is. for tY tMa 20 2" type K copper • pasMW bof role Sti1/ •guar• con«Ste skid pod STANDARD CONCRETE CRADLE r, for 4' diameter concrete pod I'-6' sq. x 6' deep zo'x 20•x 12' d f ogohrat unaldturbed sat fill remain as shosn. see dart below for A, a C atel•nslars. tubing (no joints N manhole VI " '`� "� �../ from main to with cutouts concrote r� boakfn CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Y "'r"" curb stop) thrust block I gwROla bocktgl Pjoe FMp., s1'w• t I1 t/4' and 22 t/7 IS sae sa "� ,,� ty,p I aggregate boss Ors. Tom Bwsdr BsneY '� „ ,.�,. (depth 3" ) s r A B C A B C A B C ie' LU OD 0.0 1•-0' 0'-9' V' r 0'-Y' 0'-9' d-D' r- 0•-9• 1-9 s� r .. r a 1 -T -9 1 J 0'-9' 0'-9' 0-9' 1' 6' 0" 9' 2:3 i w 4: saddle with a s deanou Pipe O 0C, carefully r 7?j?p C; corporation '-,� Ifiroetion of sett' to be to installation eD 24 carefully canpact•d % F t 1-6 -9 I -6 1 -0 0'-9' i �T 1 -D 0'-9' 7 -e a T" ° '� �� r compoct•0 24• atop spew oonar t• iel•el badenll 11 t -9 / T-e 1 -J 1 -0 i•-6' ? I J-0 solid support blocks t)'Pe a; - N d• e•l•ct bxklsl water 14' -To' 1•-0' J 1 -J i -0 I - ? - 1 f -0 under custom setter �1 vafle _ 1'' SDR 21 main soot, N I le T -J 1' J - 1'-e' I -0 1-0 2 -9 / 4 +•»«, box 36 min. '', ,1e. sewK md�i N 0.0. 00 a e boll valve curb stop 6" stone beddi 0-D ask 1 7-e I'-J J-D 1-d 1-J T-0 1�7 4-9 with FIP ends, with n9 p� sq. deep cover wya 43• bend C 'C tr1 r' os ;nee concrete 1'-s" x 6' 4 1 -9 1'-e T-0 J -J 1 -e S-0 . C 2" gate valve y � J zT I a'e, 11 1f4' THRII 90' BENDS operating nut IOaOtOr peg megabtgged < _ z _ N .tano aggregate concrete to main 2" min. 6" max. l '"`" ;O `'•y ,.,._ �. -'r�r'•_'c,..'• _ > N 6LU CONCRETE ARCH CONCRETE FENCASEMENT Ieef .e. mew of � NOTES: M v F. C O e" stone bedding C (n �+'-•"+•�"••"•'"• a'w" �• '+ 1. Access door stroll be by Halliday Products •�•��'f O or our approved equal: ! stone to be rninirrwm tAgtab� * fps ,.4d s In FZMK = A No. A005 pro" a) in non -traffic area - model no. SIR3030 of 6" above top of base Molve box t'. NOTE :where length of service lateral to exceeds 75' a tY ! LESS s 1 J0' - _ �:' 4- pet of low property One._ N X I furnished at the f - b in traffic area model no. H1 R2424 'x' F mww oou assembly ehd b• tir 14• 20' s ? M. ) kcotor peg 'OOr f� Li asm.•e -�' , 2. Water service crossing street shall be encased Mtftat id" to 74' in 6" dio. SCH40 PVC or SDR21 piping. The block IINg0111gw 1 I T I IT '-17 T A,1 ! d'x 8 x 16" sow dock miff at" CU yy.�C _ L- _" piping shall run from one foot beyond sidewalk, VERTICAL BENDS cl SLZE it-1 4' -1 43 typical across the street, to one foot beyond sidewalk. (for tolFes 12- and kW) �r oftle „ r 0 0 t.8 J.7 � )19RbT 6fOd6 f01f 1tJPIl01L 1Y - 11 2d 5.5 �� /fit Ut M►as stwu. eE nE . to' at 1.7 J9 7.6 l . SEWER CLEANOUT w (n As tTYt tfoRaDNrAL Cellos. tee at 2 J 5.1 - 1 �/ 2 and 2" METER INSTALLATION 6' brmxh stetee with rn is' t,4 J.T 7A - Figure 6 Figure 17 A. T2 43 Te - AMENDMENT NO. 2 - APRIL 1997 GATE VALVEV o TRENCH do BEDDING CONCRETE THRUST BLOCK AMENDMENT NO. 3 - OCTOBER 1998 Figure 8 FIRE HYDRANT ASSEMBLY GRAVITY SEWER SERVICE LATERAL Figure 1 Figure 2 Figure 9 Figure 15 CONSTRUCTION OF A SILT FENCE SIL T I"L'��rCE ' L VER T I!Nl LE T TEMPORARY DIVERSION DIKE 1992 3.18 "d STONE CONSTRUCTION ENTRANCE (WITHOUT WIRE SUPPORT) C �` 1. SET THE STAKE•. 2. EXCAVATE A 4"X 4" TRENCH PR O T , C T 'I0 /V R 0 CK CHECK DAM r • . : ;: ':.. '.' .:.'.: 7a 14IIa 1xasTIND UPSLOPE ALONG THE LINE OF .. �. r'i �,• : '• : ' �; » +�i PA,VEHENT �T �_--FNd+YAtt PIPE OUTLET CONDITIONS •• 8 CONCRETE �, A J Compacted Soil 2 ACRES OR LESS OF DRAINAGE AREA: .''':� ',.. .. • t `, Z 1U FILTER CLLTTH e• MIN A - IrIs1ARITAM.E ItERN •�� ,-' �- •,.. .y.- . .:, . 3000 psi - �1 (EDPTtONAL) „v.� �' r / is' min. WITH MESH 0 TOE OF FAY- - .'.•. . _ '' a .. rn SIDE ELEVATION �r �- J,✓ --_ '--l1ow 3d --•- -------- -------- 3 V J V �� IIII ° d0 FILTER CLOTH f1 O EXISTING GRDND �� '�•� / ,3-, I ________ (OPTIONAL) 4 21-B BASE W o "' -- PIPE OUTLET TO FLAT 70' MIN. now_� __- -___, ______milliiffiffillill AREA WITH NO DEFINED (DOWNSTREAM VIEW) STONE ; �r., 4 g VASHRACK 10' WIN. II II I'- 4.5' min. PLAN VIEW 10 V 0 (OPTIONA) �- 4• VDOT "' DUMPSTER PAD SECTION COARSE AGGREGATE fA fn L a In in U 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT N N to MN TO STAKES AND EXTEND THE EXCAVATED SOIL. Flow I2' MIN. �- EXISTING IT INTO THE TRENCH. ( 0 z ---. PAAVEMENT • � TOE rIF rtiL • i d 1I -�- - f- 4 CONCRETE d a ' Lv<TANOE r, F' U"MUM Or rJow FILTER CLOTH KEY IN e• -s': RECOMMENDED FOR ENTIRE PERIMETER • 3000 psi W FIBER VDOT sf POSITIVE DRAINAIGE to NIN / SECTION A -A �.' • . '. •'4! P / COURSE A0GREMATE s � DEVICEAPPING cw,wc r�Iv+ee>:rn SOURCE: VA. DS1/C p�� 309_1 2-10 ACRES OF DRAINAGE AREA: :i W • ITT EXTEND FULL MTN I - _- _ IIII -�� N-nr III! -- 2"w A �- 4" 21- B BASE Q OF INGRESS AND EGRESS PLAN VIEW r` STONE N co OPERATION / 3d (MIN.) .�� r � - f? j7 T �?' �:�-NA.� ��~ T �:�.?�r.F' �'+(�:'►�"•�' Il.�tir/�! 7'I T? !e' A ° ;i SIDEWALK SECTION 3' tlAl. s PIPE OUTLET TO WELL FILTER CLOTH S 3' MIN. SHEET FLAW INSTALLATION �`"'�V" -f DEFINED CHANNEL (PERSPECTIVE VIEW) _ (OPTIONAL) r `y PLAN VIEW (DOWNSTREAM VIEW)% FILTER CLOTH SECTION A -A i 1 " FLOW L a VDOT p1 e'-7• A A "�--t I '-•3 - COARSE AGGREGATE 4 IM -1 A ��yw 6 \�\ FLOW 2.� N / d{- 3 PRIME COAT Y c) 'VD°7 #3, /357, /s, f4C t:+R /57 COARSE A(.'CP.E'GATE �`--CIA::.:; ! RtFR,AP SECTION A -A I � \ in REF^.ACE SILT FENCE IN ' W-1RSESPOE _ WHEN FILTER CLOTH KEY IN Or -Sr. RECOMMENDED FOR ENTIRE PERIMETER I� PC4 ,,Tti ::?*m nr RINW IS EXFF(:'.F.(: Z NOTES: 1. APRON ::niHC MAY BE RIPRAP. GROUTED RIPRAP, CARTON A BASKET. OR CONCRETE. CLASS I RIPRAP 8 I y 21- B BASE 2. to IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED REINFORCED CONCRETE DRAIN SPACE POINTS A SHOULD BE HIGHER THAN POINT B. USING PLATES THEM AND STONE STONE DRAINAGEWAY INSTALLATION s{r11ACF ADAPTED train YDOT Standard Sheets and 'On. DftL PLATE- ;",-, 1 3 d 1.5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT SECTION B-B FRONT ELEVATION) ) LESS THAN d INCHES. Source: Va. DSWC Plate 3.20-1 Adopted from blt kUtm al Sbmw sod hbric Irlltw Berton for Setli and C.wtfal,VIL DW PIATL 9.Orr-2 AD m free I f VM*d fthref fx SON 116111R I�Id Sedlmmf co It oad Va. osW Plate 102-1�1O0d ad wye t xr•f BORDER A� 4.0. ° Co-6 PAVEMENT SECTION CD-,2 "1• R.+3TL TLLISLHG -.A L L LotCN E ICS ° � MI''"-) �1iY_SrEYIEJZri.�O 16E -SHap .WELDED I�`'a I `'° i �� (BASED ON CBR-6) [iH27:dTE5�EH1flQ�1LEt.D.t01HT9 I"if&" KVUGH SAWN ------ -- --- - - _ l.EPAC FLAN K'f A A B B L� - - - - - -� 6'-0•-� �n•-{ ADA St'd "Handicap Parking Only" CJ PI.AT6`3-TOICEGEIVE I • « , A� I2'R & "Van Accessible Sings T4 a A /4- >t a" A C� GATE _-!'e�ST.- TANGENT PLAN RADIAL PLAN •' .,.-� Agg. d II I Go" a l•;l' (.0h or a.o 1.7. ser. s rhe .. 12 1 ::,e rf•r•eenl a- • . • . 1:12 Irenw.imwwnwshio) In .-... ... • •,• : ..;•, ..;...1:12 = P Concrete co b acnif•. o lz l stopf .. :.' .. .. . • Ramp -., Rnm • -- IRAIC LATa-H s li1CACV-ST5 �� y .. �:'..:A.: . .: :'. L x (v G E PA r- 1.O'STS II Ste CG-s e - 7 •' . ': '• ,' . • I Max12 Max Walk WITH SI Mr'ION Lro . I I essxrAr- •. i' : A y ". �i DQf:fi 4TL. COLUMN s r • • • • : ;'':' 1 ' • ' , %, • ,'' . - • '' •• . • • The bottom of the curb and 8''Curb 6' aA48 I I //i -�� C\��""-______��c��9utter my be constructed Window (T'� ' parallel to the slope of sub- --- SECTION A -A -6" 2'-O"-_- surface courses provided a W T Grow G' D rr 1 •swot 2 I fAetetwm ThIs aeo may be cancrele mtnlmum depth of 7" is +' ' momloinad. 1 I at the option of the coolroeta t Z u I I'. ISOMETRIC Q Y) U 1 1 1 1 srop.lz I lAeiwe VIEW I I 1 n """ n* - -- -- design speed is 40 MPH or less This Curb b fa be used When �4 L --•J y� � � . " ; t : - •; on Rural highways and 45 MPH or Note' Comb. cab 9 gutter ha a rodfus .' • . • 9u having �i•f 7 0 /��\� NOTES less in developed urban 9 suburban of 300'or less (dong face of cab) shall O �^ �� ' be paid for os radial combination curb 9 AN cancr.N b a Cbee A-3 areas. j-_._-__...-- ...)._.__- a Ramp aw/act MII M comnueNd rllh o non-sktl hnnh vro cross rbpe o/ Ito romp moll nor s.ettd }/boo gUlte' � � � F--•1 �j 1 i I -t�-._ .I__.__.. ------.__._.. _� lye/� / rV� 7 •�./� SECTION B-B Rosa •nee ror t.asd o maarwm door of Iz ,. This Nam may M ram• I __Y 1J.A/{ 1 1 1 E^ y precast a ant in place. ATE _D m - � E 7A I L- curb cur ramp, p. Io b. bce+.d as .a.n an +m prom « a directed a lM tr�n..r Tn„ sna,M be r-+ o offsel Imm Ptdterrbn nonwd4s W rrw,ld nut b, loceled bemm aNcln top hots E•nhos turn° none, Concrete to be Class A3 If cost in place, _4N vT _T P.3GA L, E ) -- _ - Inc Mdronls, drop mkrs, ere wall also oll.cl plocemenr Z f tit a000PSI Mpr•cnL H.C. Painted r-1 O �y - cur ramp. soon a mtowtd one foidtp of e 0 to k n mn plcte far . e..es,cwb and oatsr,or pow Symbol ly compenwdt mar.o/ wn:cn pet soon inceraa os wars n.cesfaY to shop. or modllr Ito ,ttrre pt r.lrPtb to . h ff b lw"I bW rim S+andwd CG-3 or CG-7,IM curb Iz. on IN, SbMerd is b b ed,eeM O ({� O Q) , �v 765 I I I I sC b3o^ Ym O S to ma«n x. n a. Table gwe { ; ` Q Trtdmtnl rhos T' . •,KOh is not obleineDN. • -I CQ rn i j CURB CUT RAMP COMBINATION 6" CURB 81 GUTTER rn I I j 2- ,c 62 " (FACILITY FOR PHYSICALLY HANDICAPPED) (t0 j \ 1 f * ALL MATEtYfAL LETTER Handicap � Space COMMERCIAL ENTRANCE DESIGNS 5 or 8 8 __ ,.__. .._ _. __ T1:.E./hT�(� sytrea DINENsaNs c^v ry ( - 1-UMBEP�- - - - - - - - - - - Q - I I C C + � . � A Af dN vmined by iM Englne.r 8' l B loo'or grevl.r ( 6Q } _._-�:_.�f.-._�.__`.__ ____- ^----___._______E_ ____ ____. 00 \ RadfaI combksonon ALONG HIGHWAYS WITH SHOULDERS C 25'er grfolp, dfrfl' I _ F tin T 6 \ curb and gU11er �o� ;h�n'ign2"e 1Mt .'elrs TYPICAL HANDICAP SPACE 4-1 o i VIE1l1L \� I-�, AND RAMP DETAIL I I IEn sh lx lsl ranee I Dfcomf a coalen,oyf Mu �• L E \ «� b f n Inf lulu e. on vddiliond Q 1 minmum clew 200' rtTrots, Io, I I MULTIPLE ENTRANCES WITH RIGHT TURN roD•e. rreler pfpan p.ntrer,r. " pVC SDR--21 i - - - - - - - - �' 1 1! 5 LANE AND TAPER of d.lerm red by lhf [np nfa. 18 Clebtr �^ W/L - i I« a tea e,er .ha j \ I a r fe' er grfol.r. Q) 755 I ___-..._ _.__ _ _.-.._..._ . ___ I_ _. ___..__ _ ___�__ _ ___ __.._._._.._. __I - - - - - - - - - "Radius 1° e 9 i teas pablrg Lot I c 17' shown on urns _.-._._.____..-._.._.... _-..._ I l 1 7/. I I tl t'er yfeler. - j \ v t71 I i \ 1 V - - t0' S0' or eeltr JO' - r0' R• 7'n:n. A�-� S 'f- V { llrp r l I co"sdt.td by Ih•I Driver w i ( ;.,t I ] h, •opt Lor ge. Oda lrw,Ad M N I Street approach same°''_'. may be resumed by In, tnq++eer 9, O I tart it for a weN,I.s me e..licgeled n Gti i I surfacing as main line - in no case riot the .� i i 6„ roadway In .'.�..'_ V Rrw -- I arw rod"n b. Im than R.s'. V i I f z A i 1 Ito - W w It'-z0'Tor onY wey Irattic A m } I 1 I A TOP Z'�,c 6 .. ►.: "' Y' 60, - qa. Install 12" of �.,,tch Blade) 750------- (� a, I�.I - I I V l v� yy C c C U e 21-B behind curb i �-_---�--0- c� a __-._.____ -�.-.._.-- . -____ '___--__.__ ..__.__.' I� �_._-..._.._- \ Expansion Joint 8 N I,Sa :•:�;` 4 u u A c E°1• ,y gra'1fOS CG-6 Co y ... 0 d (d j '�- f x > Of t i. 9 I a! 'sty �, � � I r _ i EDCE Or PAVEMCNI Nolen � I 1gaD A i tnlreact Belot• sne.n on toe be.l EIfl9tln L ; p.' ... b fy- Main line rooQ1•oY A be m d+hed I .fl .o.ciiie sit. (1. .amrme:i. a. d+.,led ar ap^ra..d See Entrance 12' S a) I Wpm a1"'i �' ! 1 f m I eD' DETAIL_ Bow FENCE APSrx.1ND-�'N <2 SHOPPING CENTER ENTRANCES "r O :� ++ •� I Co 11.,'R Note' Width "B" 2'-O"a as ey th. (ngmwn -nm based o sound m j �� a .ngmtern or;ncples. (c ! ) ry DO C�7 •� 4 } W .., 00 � i � � � - - Crz%1M t r 1 � � PAR _-_- shown on typical section. NALF PLAN " ` - L:.:ts el Patina lot -1 ° � � Pavement Section Taper Lane 745 QJ �t-u _ O _ - O ._�-w _ - (n I V V C I Il a Ap� 30 glr os der .d ___ ._ -_i f- -i--- --I- --H,-h T . tall brAnra bee.a n or esrnl, cpA d 30'- f0' Ie0'or geoter W. W, t1YP1 '; romps v <orAonce -ilh Sld CGq a b DATE: 2/1 /99 (l7 Gutter NM ter line I I " 4-1 Face of CIRb of Sift Street - o to VDOT Field Inspector 0 Main line Roadway Curb arw a'w + - 50 1 +00 1 +50 o will approve CG-il SCALE: 1" - 20' IT I f :t - E I c entrance before construction N When used In curb ur(Ixface with Son this Stanar CG-3 U U U A t B -j Ell adjusted'the to match the mountable iccurrb'configud shall ation. l.1 �� Proposed Waterline SECTION A -A �' ---� T G ERE ° PAVEMENT Y - DESIGNED BY: Oates Horiz 1"-50' --�-- --4-- Half Typical Section JOB N0. 2219 Vert 1"=5' STANDARD CONNECTION FOR STREET INTERSECTIONS of Entrance Not to Scale SHEET 3 OF 4 X CC OP X x x X X x LU X x x --- x x ------ x X X x x 00( E 00C F-.O O------- .................. 00 F Rip ra-p a ST 000� F. OD C: J CIO,, jQ0 ei-cian-4ilt-JrQrn and Es ____ - - ____ - E. ___ . . — --- + �k 0 0 N, epth C cNp 'wh—efiever -it- �excqed:� 175' in-,dEn -7: F E "44 0 E F . - 5 1- C14 F. 1E LC) LLJ L: 7�1 Cc: 0', Uj -r- Lo E------ x < f Lr) -------- F Lj_ ---------- x m_ _j - x F F V) W ID > 750 C Li x 758 E_ EIS x 0 A x Ct 4-4 0 CD x Landscaping Information 42 spaces requires 4 trees 600' perimter, requires 15 trees 1 x 19 Red Maples proposed Trees are to be 2" Caliper Minimum Headlight Screening 17 Hedzit Hollys proposed Shrubs are to be at 4.5' O.C. and 36" at planting OD W-9 tl 0 0000 0000 0 )00000C 00, 0000( •0000000 V 0000 0000C 0 0 0 01 0000 0 ( _W_w _w _w _w w -W 000---W.— V 0 0 i 0 0 7-00000C )0 0 Q 0a 0. 6 6 0 op 000 —WASH RACK w w w A w w w w w w w . ...... . .. I O a � � W fd 0 0 -0 rn 0 ............. . . . ..... A W co < n M co co r Q) co 00 0 Nel C; 0 0 Q) Q) 6? co Q) 0 411 U 4j �> Z 4-) tan 0 4j 0 0 0 44 NOTE: A LAND DISTURBANCE PERMIT RILL BE REQUIRED PRIOR TO ANY SITE GRADING WORK. CONSTRUCTION OF THE STORMWATER/SEDIMENT BASIN WILL BE THE FIRST STEP IN THE SITE GRADING WORK. A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED PRIOR TO INITIATING SITE WORK. � S, C , — 0 0 V" I () 4� > V) 0 q 0 edQ) b.0 0 14 4-) Y) Q) (t Q) 00 cd Q) DATE: 2/1/99 w ____w ___w ___w -____w __w w ____w SCALE: 1 20' DESIGNED BY: Oates JOB NO. 2219 SHEET 4 OF 4 1.4 15*� T L fD CD U) Cu 0 rn m m CU 0 L ro mp 0 cl Cn z ni Cv c H L T C U) 0 L 4� n J Cn CU Cu L0 C� GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards andl specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and silltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent: of the responsibilities contained in the Virginia Siltation and Erosion Control Handbook. 3. A permit must be obtained from tlhe Office of the Resident Engineer, Virginia Department of Transportation (VDOT) Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guairantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard raills will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail land paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportatiion (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer muist be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be rer roved from the construction limits of the roadway before placing embankment. 9. All pavement sections on the appr(oved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavememt section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at tlhe field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is tlhe contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary Ito insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existincg lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shc)wn in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible foir the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location off all known gravesites. Gravesites shown on this plan will, be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results suubmitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. VDOT GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 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 contractor, various County agencies, utility companies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. V16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-10161 Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-62'82 FIRE MARSHALL'S NOTE Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.O. Box 1458 Hagerstown, MID 21741 Fire lane markings and signage: 1-800-654-3317 Any "No Parking" signs and yellow painted curb locations will be installed Gas: Shenandoah Gas Co. by field inspection at the direction of the Fire Marshall's Office. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 FCS►A CONSTRUCTION NOTES TRIP GENERATION DATA LEGEND EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR - EXISTING EDGE OF PAVEMENT -' PROPOSED EDGE OF PAVEMENT - EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R --- EXISTING TELEPHONE LINE - 33 330 PROPOSED TELEPHONE LINE T T EXISTING STORM SEWER EX. _ _ -15" RCP PROP. 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER --- -- -------- ------- EXISTING ELECTRIC SERVICE - --- - - - - PROPOSED ELECTRIC SERVICE P EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE FENCELINE EXISTING POWER POLE r_ EXISTING TELEPHONE POLE 4 EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE w w ' Tw EXISTING FIRE HYDRANT EXISTING WATER VALVE - - - PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER STOP SIGN ` HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE INDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE 12.0 125 15" OAK OAK C "A= 15" PINE VICINITY MAP SCALE 1 "= 2000' 62 "� ,00s, 819 s s s F 41 v SHEET INDEX SHEET 1 COVER SHEET SHEET 2 SITE PLAN SHEET 3 DETAILS AND PROFILES SHEET 4 LANDSCAPING AND EROSION & SEDIMENT CONTROL PROJECT INFORMATION PARCEL IDENTIFICATION NO. 75-((A))-2D-8 K jU .ai , P��` STREET ADDRESS: PROSPERITY DRIVE TOTAL AREA: 2.000 ACRES � s5 '�' OVE PROJECT AREA: + 2 ACRES,. DISTURBED AREA: +/- 2 ACRES ATFT.�� _ . V CURRENT ZONING: B-3 CURRENT USE: VACANT PROPOSED ZONING: B-3 z ,., o w �_ Z N � N U C N Z c •- L_LJ ° •S (0 rn J pi N �- => W a) I Z 00 L_LJ - u7 L AJ U X �� L L a ai °, � C ; w cn �I w V PROPOSED USE: BUSINESS/INDUSTRIAL b ALLOWED HEIGHT: 35' H HEIGHT PROVIDED: 24' o s~ > REQUIRED PROVIDED Z 3 BUILDING SETBACKS: FRONT: 35 FRONT: 36.0 e SIDE: 15'L/15'R SIDE: 16.0'L/56.0'R (n o a r. W REAR: 15' REAR: 65.5' > 0 0 REQUIRED PROVIDED E-' d �, a PARKING SETBACKS: FRONT: 5' FRONT: 45.5 � SIDE: 5'L/5'R SIDE: 16L/5.5'R 1 ° co REAR: 5' REAR: 29' ai ai U F.A.R. CALCULATIONS PARKING CALCULATIONS FOR ALL PHASES 28,300 sf / 2 acres =.324 (Entire Parking Lot Will Be Built In Phase 1) OPEN AREA Office 7,800 sf / 250 sf =32 spaces required 25% MINIMUM 28% PROVIDED Manufacturing 8 employees x .75 = 6 spaces required Rezoning Proffer #011-98 Warehouse "A strip of land sixty feet in width shall be dedicated 3 employees = 3 spaces required to the County of Frederick for the purpose of providing a future collector road which will connect Valley Pike with Shady Elm Road. The location of this dedicated strip of land is from the end of the Prosperity Drive to the 41 spaces required western limits of parcel 75-A-2D, as demonstrated on 42 spaces provided the plat which is referred to as Exhibit 1." 2 spaces are ADA compliant "This voluntary dedication of the land shall be valid for as long as the Winchester Area Transportation Plan identifies Loading Spaces this area as a potential route for a collector road between 1 per 40,000 sf required Route 11 South and Route 651' due to the possible expan- 1 space required sion or change of the 1-81 - Route 37 South Interchange. 3 spaces provided This shall not be used for any private expansion of a road or development of private lands to the westor south of this land." "If,ofter eight years from the date signed (10/6/98), this land has not been used or is not in the definite plans as a ollector road between Route 11 and Route 651, the land will revert back to the owner of record of each parcel." ENVIRONMENTAL FEATURES PERCENT FEATURE DISTURBED FLOODPLAINS 0 LAKES & PONDS 0 WETLANDS >1 AC 0 SINKHOLES 0 Signs must be less than 100 sf in area and under 35' tall. NATURAL S.W. 0 No outdoor storage is proposed with this site plan. DETENTION AREAS STEEP SLOPES 0 >15% * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL WOODLANDS 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY CO VER SHEET a d a a W O N C0 C0 _ J jQ�O N > �0Da ia� Q Sao O'QJO O Q �o>Ld owQQ JQ Q > 0 > 0 W M a-O aoQ� a � cn Q Of LJ ~WV)w (n < (3 }w L` O c� � a ti) U > 4--) U U U Q C� O � 0 U ® 0 N� O C/) �., N U 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALLV N - ITE Trip Generation 6th Edition r- � ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. o 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. Office (710U MARK D. SMITH 9 Project Name: Project Number: ) � 3. EXACT LOCATIONS OF WATER AND SE`No.022837 SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 7,800 sf / 1000 x 11.01 = 85.9 t � Lyle Pe Strosnyder, Inc. 2219 AUTHORITY'S INSPECTOR. • v 6 Manufacturing (140) 6 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER I � 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 15,600 sf / 1000 x 3.82 = 59.6 o 1, ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Warehouse (150) Back Creek District 2/1 /99 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 4,900 sf / 1000 x 4.96 = 24.3 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. Owner: Address, Including Zip Code &Telephone No. yinch PROFESSIONAL SEAL &SIGNATURE Musket Drive / / 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Truck Traffic Lyle P. Strosn der, Inc.nC. Winchester, VA 22602 DATE: 2 1 99 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE (86+60+24) x 107x 0.5 x 20 - 170 THESE PLANS ARE IN CONFORMANCE WITH (540) 869-4045 AUTHORITY'S ASSISTANT ENGINEER. AIN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND CHECKED BY: 6. THE SANITATION AUTHORITY SHALL TAkP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. AND MAKE THE TAP. THE CONTRACTCR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY same 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 340 VPD's Total THE ZONING ADMINISTRATOR PRIOR TO 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: OATES DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB N0. 2219 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 >1 C_ M CD V� CD CP CD rn rn Cn _CD M =1 Ca cn I 01 CU CU U CD cn CD Ln 0- __j I M CU cli (n LI- -0 C) TM 75—A-1 _T4 MAURICE W. PERRY DB. 372 PG. 608 f--4_ 01: 10' ES-1 Rip -rap ll ZONED: RA LU USE: RESIDENTIAL I V= W 39.8' Line Spilllway W/ 74 k�. ES-1 Riip-rap Slope 7 F 44 Q+ t 01 ,Inv-Tpl�, PENCE" ul,'E 0Q, 740.0' Uj PARJUNG SE ACK 0 Slo 2 pe 00 se3 E tc�line ------ C\1 E F P.&AR REARS LWE 'E 01 0) F 744 49' Ep F E LU L L -0 4- C 0 SIOT E Uj C 0 E Ai:l I E 0 �1 X E LL J-2-x E:,/ ----------- — Prop 14'- < E: STIN d T_ umpster pad G OVER D EXEcTfil E (eqqiosed-) C i: 4— Do W 0 f, 06 -- E 7 F C\2 r 0 E'X[ST'N�l I'OTOMA'7 E E;DISON RTG 750 5'R C: :3 -------- LLJ V) 6 4'R +55!k +55z --Dock Door Loading Space 758 CIO 0 +5r 56Q F-1 Q) z Phase 11 Loading Space Dock Door Warehouse 0 0 4900 sf 0 ....... 552 + ..7-0'x70 OH- doors--- 0 FF 760.00' W <�U 0 M CL > CT. 0. 12 Wide 2" -R'ddius-- 0 �4 s. #5 Re�bar Si n GRAVEL !E (4 Ru:ns) W 0) Truc Exit' 70' 25' V) n ( iLj rn P M 0) OD 40 4" IM—lA Dock Door E.Pr z!12 3R 18"_-Tall C\2 1:0 CY) Dri -Thru Bay 8 21—B vef Drive hru y Drive —In Bay • 12" Tall t> 4) V) 0 0 D2 - C,01k,-7- C� 0 TM 75—A-2D 24" Base a. 0 TM 75—A -�2D 0 '2� Drive —In Bay Driv Thru Bay Drive—Thru Bay RT&T PARTNERSHIP Phase II Oil 6" No.57 RT&T PARTNERSHIP 9 Z f:� I CIL, z 60'x120' DB. 662--P-G, 648 DB. 662 PG. 648 �4 4 Dive In Bays ZONED: B— ZONED: B-3 7200 sf with a Pgo USE: VACANT USE: VACANT p Overhead doors ca FF = 760.00' HT=24' Drive—Thru Bay Drive—Thru Bay Drive —In Bay Phase I W z W Special Curb Ir 5 Prive Thru Bay z --See Special 8'400 sf with N T S --- Curb Detail Overfib-kd doors (Typical) FF = 7'610-00' —In Bay HT=2A' Drive Drive—Thru Bay ,,�rive—Thru Bay T1. 591 59'30' co 0 General Notes 1. Entrances are to be built to VDOT's standard CG-11 specs. 22 18' Drive —In Bay I L 2. The VDOT field inspector will determiine whether CG-12 ramps 60 70' X 59' will be required in the entrances. FIRE WALL FIRE WALL -M (Typi 1) Y) > 3. Compaction reports of the building pads will be supplied to the 'R 20 Q) Fredrick County Inspections Office prior to installing footings 4.) 4. This topographic survey has been siq 1st Stor Office "�2� I �1 4 _pplied by the owner. The --Off i c e 4-) z 1st Story 7) contractor- must notify the —_en should any discrepancies arise. 18W sf 2100 sf 5. Water and Sewer --easements to the ]Frederick --,County Sanitation V I FF = 761.33' 604 10 TV = 761.33' Ji/< ri Authority must be recorded before these services may be constructed 5R 160� 0 5,t . H/C ro 0.1 2nd Story Office OZ 2nd Story Of fice 6. This plan does not constitute a bouindary survey.�, A title report has 0 Q) y Q) not been furnished; therefore, not all �easements may be shown. FF = 770.33 26.9' 5'R 1800 sf 22' 2100 sf 7. Contractor must notify Alleghany Poi prior to land,11disturbance 61a 60"' )) 6 1 01 60 601 FF 770.33' 4-) 0 activities within their 65 right of way.. 5R 5'R 70' 4_j 60f' 35B.R. "04 612+ Q) 0r0 PROP T FH PROP 1 C/ + 1.5"WM 60, 60z 60 TING UTILITY EASEMENT Cd 5'R 30' 5'R 5'R CC) R, ES-1 60 30' S,<4p 1P rap 4-) Sin Install 8" tee an � 8,,x0'N d cer Inv= -3 Truck entrance" 0 GV, and one join i of 758 8 tub 5' PARKING SETBACK pipe at ub 25'R -----PROP SM� W_ W -W -W W W 25'R —W —W —W 8 W 19'R _1EF 63- 63Z TaD by_ FCSA CQ C, S - ----- _62-� 63A+ CV EX 8" SEWER LINE T'}I 7F1.67 49' I N 7 75'3tit ----- -- CC, M PROSPERITY DRIVE Y 60' R/W <V a., 500' 300'+ 1200' to Rte 11 --v '.4 Sight Private Road - 500'+ 250'+ l.x0,1 Distance No Speed Limit Sight DATE Dis ante : 2/1/99 7. W W W W W W W W W W V___ W W W W W 'IV W ___;N W t. W ___ 1, EX 8" WATERUNE SCALE: 1 20' DESIGNED BY: Oates X DB. ,,662 PG. 648 TM 75—A-2D JOB NO. 2219 RT&T PARTNERSHIP ZONED: B-3 USE: "VACANT SHEET 2 OF 4 F-3 q•nerd boddlll �{ /general backflll ..,... ,.-•r 'A" z r-gr �sde 1twcA a y< r x J6 T.'w �� r n1 I "" Ford FC HH 77 HC-15B s 2" custom setter seep �35se(p•Adpar SDR xT gplyor 1 o.i). fwm watt ( °� ro'. taslite 4 x.seat iwt (meter by FCSA) b'elich width 6eA" � 2�5tor 8•-a' OR)"`i'." a' as Oiled m: S C standard 1 centered in to P tr � // • ti :24' carefully compacted 6; ,' , tti 24' carefully compacted /� reelect backfll s COS. in place aCC@SP dear, flat t0 for k, kcntor 'B' 6' die. schedule 40 p"y select backflll / " (see note 1) 4' diameter eel pipe filled wit 3' .fi stone ¢ - manhole '` i+*� r - ,,,;� r•• :'. cast iron deanout cap with brava plug o r to 'b �" concrete and pointed ) yai - •' '�-=T"t•.1aa< R havin a countersunk are head 99 eq 6• _. 'F; n,. Vari@9 2' max. �- p ',, U. flow < < - " m M Panetta Modell P 6SV- (6") a' �r at property line finished ye 7r ^*, (4') O.D 11 /2 O.D. eerd A.lesw P P Y 5 y flniahad ad• wra6fwe.e esyN °"�eliwte Mdsq ui (see note 2) g 1 2 , *� r- saw R emw, yen de t vox rode L6" 6. TEE VVYE OR PLUG TYPICAL SECTION:+.I Q " Q I t `stone aggregate c i 18' alto. .. � .r TI tea � L In Ifeu of wood forming the fitting rna be wrapped with 'denotes hand excavation roadway box-£ concrete k pee Mthgs • •, Odyrthelen0. and the concete pouredyto completely surround 'D' = 12` mh. for 10` and ember pipe 3' riser section ---- encosldrlerlf l L ^ 35 ex4' STANDARD CONCRETE CRADLE the ntting and ogahst undstu bW sob. The beorMg dmenslans p• [g• mom. far 12' thru 20" pipe 2" type K copper ^ for 4' diameter concrete pad 1'-6' sq. x 6' deep % grs*'iod awf .ye SCH aquore concrete skid pow ' w� against undutfrrbed sod shall remake as shown. see drat below for A, B, C dintenslona tubing (n0 joints N manhole I _"'°4° 20"x 20'x 12• deep V from main to concrete CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 'e meAtxelt curb stop) with cutouts thrust block general backflll �generd backflll ,r, BOLLARD DETAIL prq y I a r to base ._ .... +! Pipe Pkgs, woes k It 1/4- and 22 1/2- 45' ad 90' 99 Did. Tees Bonds Benda C� °*°' .. � (depth 3" ) E±1y w A B C A B C A B C __ •`.`- rhs ra' O.D. ' 0 D a e deanou pipe 8"-►.-8" 8•-'w' 6" 1'-0' 0'-9' t'-0' 0'-9' 0'-9' 0'-9" I'-3' 0"-9. T.-9 r f4 _ N . r saddle with ^ mluf ` rt 00 8' 1'-3' 0'-9• 1'-3' 0:-9: 0;-9: 0'-9- 1.-6- 0•-9' 2'-3'hf corporation �"` �'� s - - O pp q� carefully rP direction of setting to 6e approved prior to installation CO 24 carefully compacted 10' 1'--6` 0'-D' 1'--6' 1 -0 0-9 1-J' I -9" 0'--9' 2•--6 .t. - concrete '" ''. select badefDl compacted -,.- - ,,• ,r 24" stop solid support blocks screw type N �- select backfill 12' 1'-9' 1'-O' 2'-6' l'-3' 1'-0' 1'-6' 2'-0' 1'-0' 3-0 �, water PP SDR 21 under custom setter adjustable valve 1 14; 2-0 1'-0" 3-0 1'-3' 1-0 /'-6' 2-6 1-0 4-0 main sonitorY a N I 8. 16' 2'-3' Y-0' X-6' 1'--6' V' 0' 2'-0' 2'-9' I' --a' 4'-6' box 36" min. ' sewer math O lV N O.D.o D. _ ` " ball valve curb stop 6" stone bedding N CO y 4: 1/2 O.D. 18' 2'-6 r'-r 3-9 1'-6' T_-J' 2-0' 3'-0 1'-3' 4'-I' as required concrete d 1'-6" x 6' dew w 45' bend C with FIP ends, with p° �' P ye O C Cp �'• 2 -9. 1,-6. 4'-0' 1'-9. 1'-6. 2'-0' 3'-3' 1 '-6' S'-0" f' '. ,. Y J rn " •. 2" gate valve .J tT " operating nut valve m al e;. - (D l 6" 6' 11 1/4' THRU 90' ND locator peg e4 u99ed " <,". Z (V BE $ ^>°96 to maul 2' min. - 6" m_ox. j stone aggregate K i _ _ �•^• ,.,.; , �.: , ui CONCRETE ARCH CONCRETE ENCASEMENT got 0 roe oer flfxgr ow NOTES: .; ¢ e*n•� h • thud meta 1. Access door shall be by Halliday Products screw °_' y J 8' atone bedding C O E ` e,f � 2"x 4'�N O In or our approved equal: - stone to be minimum �• hd'jh PP 9 f 6 above f base rNOTE- " o in non -traffic area - model no. 1R3 :.:::"; I o o ve top o se adjustable " p- : where se service lateral to exceeds he w f 6 .d f111Y4G Siff N0. R005 ! 8 ) S 030 F o cleanou assembly shall be furnished of the U 1r a EM 6 2 - �" b) in traffic area -model no. H 1 R2424 " " •. a l m ^r y e• C _ X ._ e .,• i } : 14' - 20' 8 1 locator peg Vaal° (�� [f) - 4] Q cone,,, r 2. Water service crossing street shall be encased thrust 18' to 24" D ~ LL_ in 6" dia. SCH40 PVC or SDR21 piping. The block 4 FTIONG WLIAIE aF IIfRUST BLOCK �k` OUT EDETAIL piping shall run from one foot beyond sidewalk, 8z 8'x 16' solid black VERTICAL BENDS I s¢E it-1 4' 12-1 Z 45 90 typical across the street, to one foot beyond sidewalk. (tor valves 12' and larger-) .� Z` 8• - - 1.1 ZJ l u 4 w (r) L_ to' - - 1.8 3.7 -i e, ��' Lei MIST BLOCKS FOR MERnM 12' - 12 2.8 5.5 =' � UP BENDS SW1tL BE THE SNNE 14' 0.5 1.7 3.9 7.6 1 '- ., mechanical joint ,� C 1 I �- swivel tee with AS MR NORIZIJHTAL tlENDS. I6• 0.9 23 5.1 - 1 1/2" C1 t'1 c`j R`_'. "METER INSTALLATION i.. 6' brooch C � f8' 1.4 12 6.3 - Figure' 6---_�___�-k ` SEWER CLEANOUT LLB Un 20' 22 4.5 78 9 AMENDMENT NO. 2 - APRIL 11997 GATE VALVE Figure 17 ry° TRENCH & BEDDING CONCRETE THRUST BLOCK AMENDMENT NO. 3 - OCTOBER 1998 Figure 8 FIRE HYDRANT ASSEMBLY GRAVITY SEWER SERVICE LATERALis Figure 1 Figure 2 Figure 9 Figure 15 CONSTRUCTION OF A SILT FENCE S<1�J T FITT t,VCE �� ;rL VF'; T I,�t; , ' T TEMPORARY DIVERSION DIKE 1992 3.18 "CS STONE CONSTRUCTION ENTRANCE (WITHOUT WIRE SUPPORT) rl 1. SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH PR, 0 y �'� �-' 1 aNT R 0 CK CHECK DAM r. UPSLOP 70' MIN PAwEA1£Ni TAKE ALONG THE LINE OF `� I #AII. : •. `••`. • • ••:.. : •.�- .; PIPE OUTLET CONDITIONS A 3' rn s.1 6'MAx A A 2 ACRES OR LESS OF DRAINAGE AREA: •e 8" CONCRETE r Compacted Soil 3 0 0 0 z l' psi 0 8• MIN. AI �� i , f �- -' 6 .< .'- t.:' WITH MESH - o FILTER CLOTH-' MOUNTABLE BERM �� •-'� •r ' (OAPTmNAL) 18" min. •• �. J T;yE of nu. - -- euLvr -Flow ado ----- 3 in U Q. SIDE ELEVATION %"�. ,�-J / IIIl - do FILTER CLOTH 4" 21-B BASE > H Q 0 EXISTING CA20l1ND ��// // yilifflilillimilIIIiiiii (OPTIONAL) "---'�------ ' PIPE OUTLET TO FLAT W milli wilill / .-_..�.�-_.._.....,.__....,_....-........,__,_.._..r.....,-.�.__..,-..._.-.___...-.-...__.__......,_._ __..___..___.__Willmilli AREA WITH NO DEFINED STONE Q 70' MIN. FLOW / // 4.5' min. PLAN VIEW CHANNEL (DOWNSTREAM VIEW) (z 'y B (OPWASHRTIONAL) [ N III Ill 4` COARSEIAGGREGATE Q) VDOT DUMPSTER PAD SECTION Imo-- L a U] GO U in 3. STAPLE FILTER MATERIAL 4. BACIUFILL AND COMPACT € to MIN TO STAKES AND EXTEND THE EXCAVATED SOIL. FLOW ?7 3' A 12' MIN.• �•- EXI[STING IT INTO THE TRENCH. o 0 7 - PAIVEMENT e I L._, Tor. OF nLL � d 1. 4" CONCRETE Q is "4;".'TA'i(;F i' €' 31lN 1.11HA IF ,tale SECTION A -A FILTER CLOTH KEY IN 9� -9', RECOMMENDED FOR ENTIRE PERIMETER • • • • ,• 3000 psi W FIBER VD07 et I ~� POSITIVE DRAINAGE to, (MIN � '•c�� T.CwAPD tul3kNxMETdr - ' ' • •'p•p COURSE AGGREGATE B TO SEDIMENT �:,.,. SOURCE: VA, DSWC PLATE 3.09-1 2-10 ACRES OF DRAINAGE AREA: 1 / W TRAPPING DEVICE • MUST EXTEND FULL WIDTH I III ✓�--'.1^)-: l . III Q (31 N< OF INGRESS AND EGRESS /-�- A 4" 21- B BASE PLAN VIEW _ OPERATION .a.. STONE p- -y p pq�-T ,r^ r�x / Jw/' ' i ��.,i-�T O A.,f_� ;.�'r�'T 0,A` _ ( 0JVfB :'��'� 1 OAT A 3do MIN. 6" 0 (�i 1:0 12• MN. PLO( //� --------------- - d ' 3• MIN. , li ' SIDEWALK SECTION 10' 0 1 PIPE OUTLET TO WELL FILTER CLOTH 9 3' MIN, SHEET FLOW INSTALLATION - `"� DEFINED CHANNEL (OPTIONAL) (PERSPECTIVE VIEW) i _ S "' PLAN VIEW � (DOWNSTREAM VIEW) � 1 = ��j j��_��'�••••��jjjj FILTER CLOTH ♦ 11 SECTION A -A COARSE AGGREGATE r 011 FL<^.W ( L a VDOT #1 4 IM-1A B j} FLOW `?.I 3• Q N ��_� Qi d - PRIME COAT z \ t SECTION A -A Y p / kVDOT )!3, d35i f5, 8`'6 AR #57 COARSE XrPEGA'rE '�' % figpN.AP FILTER CLOTH KEY IN 6"-5': RECOMMENDED FOR ENTIRE PERIMETER (� Z 1'0 REPLACE SILT FENCE W • HORSESHOE " WHEN Q �� II I ups{ tir(,-, OF BLOW Ic EkPF,,7E0 NOTES: 1. APRON LINING MAY BE (RIPRAP, GROUTED RIPRAP. GABION BASKET, OR CONCRETE. CLASS I RIPRAP 8 " 21- B BASE 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED O REINFORCED CONCRETE DRAIN SPACE POINTS A SHOULD BE HIGHER THAN POINT B. USING PLATES 3.16-3 AND 3.18-4.1.5 STONE DRAINAGEWAY INSTALLATION SOURCE: ALk$?ED fyatn YDUT Sfrcdard Scat& a d'd0. DSWC FLFtTi, T.Oc-1 3 dLESS THAN TIMES THE INCHES (MUM STONE DIAMETER, BUT NOT SECTION B-B (FRONT ELEVATION) Source: Va. DSWC Plate 3.20-1 SOURCE ADAPTED from 19&l�tl rYland Starldords fa Soil erosion old $moment Conlyd and Va. RSWC plats 3•p2-1�� dal fromd Wynt �uaGon of Stray and fabric Filter Barriers for Sediment Conirolyk DSTC PIA �9• �Z � cG - Tz cc - 6 Ate, PAVEMENT SECTION -7'_'?>St.3TL�JUSI G -1�LL 'Clr ERS I e p^ 1"e �T a o^ I \� �M (BASED ON CBR-6) L�QJEHTEft4.�O.BE �FIoF VVEI.f7ED �tS/I2HYL�tTES�EHIHP__WF_L-V-_Yv1HT9 1",1&" fCOUGN 5.AWN ------ -- --- - - *- --'/ GaDAft ,LAN iC5 B � * B • _-0. $ 113 X -1/4 6TEEL- ---- -_ fL.[TES TO ICEGE IV E l T% I _ 74 a • x it.+" x VIa.l A!� 4` ADA n "Handicap Parking Only" (' � 2'R & "Van Accessible Sings `_•.lJ G • 110== T"-HIHGES - \� ( �/ RADIAL PLAN � e ..•'.p'. Exposed GATE _-le�ST - TANGENT PLAN (Ise ^� g o JZ JZ lG'D siaewou Area Y e'1' the m�mmam r.awrermm e- •. " Ram Ramp Iwdhawitleul DIMw .Iript too the at21'top. try °'•':e.'..'.• .a .'�•. ':'. ..e..' •:. ...' .. 1:12p ^' Concrete wy I 1:12 G'x L" GE DAe rPsT9 ( ( SAti� LXTGH t FS fLAGICETS �Np \�� - a••..; e .:, •": �.'. :. •'. i:'�'. ~ Max 1 sw.cc-s y• '• A ➢s777777 Walk WITH 51MF'rs4�N ei0. � \ / i d33Y. Mee q^ A . DDLG �iTL. GOLULfN i 9I I I I I I I I� I t _ •/ a a,-. . i. n • a� �i / %„ .• e • "' , , The bottom of the curb and g' S'C.rb g' ri-•l gutter troy be close •fled s � 17 parallel to the slope of sub- Window � (� _3tJl DE ------------ I provieee ° y� SECTION A -A 6e 2,_On surface courses '/�\ \ F-ti EG.0 n y r D er l Sbpe 12 I Mediation This area may be concrete minimum depth of 7" is T^ \ \ 1 I l V t �'•maintained. V` 4Y I of the option of the controctor t Z u I slop.lza Mmmm This Q) Y) U - - VIEW This curb is to be used when f--t Q) • r 4 I 1 E ""••• design speed Is 40 MPH or less • r--1 L -- J L on Rurvl on and 45 MPH or Note Comb. Curb 9 gutter having o rodus tN 1� \\\�" ' \\ s�/�\\\ �� NOTE' less in developed urban d suburban of 300'a less (dvp lace of curb) shall �o • � ---] ✓l 1'� 1•'� O _ - An,o e+a to be Class A 3. areas. be paid for cis radial combination curb a Y) / ._._ __.-__..___ ..___..-_.,...-___....._ . 9 ... __r.--. .--..___ ___.___ -__-._ ...___..__._ __ .-.-__- * Ramp '•,face 'ball be consvuChd wRh o .o Hind lansh and cross slope of 1M romp shall not eaceea;%mot titCIO ,...1 1 1 Ramp shall not eacaed a maximum slope of 12 1. .••i f"1 l SECTION B-B This ilem may be precast or cast in dace. _GATE _ _ D E 7Q I l.. Curb cut ramps are to be located as +hewn on the plans a as directed by the angmeer They should be onset Imo psd.,lrian oat olks bat shoal not be located behind „mcle stop ors E... I ng tight pole'. Concrete to be Class A3 if cost in place, CC F�•-I O / •�/f fiat hydrants, drop inle+s, eat. wul also affect ptacemem 4000 PSI t precast. H.C. Painted - --- _4N 41T _ J. o _�6A L, E ) _- --.-.- -. Cal ram°' shall be meosarod and paid fa at the contract snit prices for sldewaw.caD and auNe,.o, other Symbol ® j'i r'l ) cc" porw,ls thereof when price shall inckde all work necessary to shop. or modify the dams o'regainal ! "' O W rs When used In corijunclim with Standard CG 3 or CG-7, the curb face on In, Standard i, to be odry'led �y ,t•i �N O (y t l �^ lte> 5, look a mo r co on. [li ' J( � nraarol _ to A Ih unloDk w b a Trealmenl w e 7 width snot colonnade _ Q) 765 CURB CUT RAMP COMBINATION 6" CURB a GUTTER7- 2-t � l •<K 6 " (FACILITY FOR PHYSICALLY HANDICAPPED) U '� � ALL M.1 T EF=- I A L \-""---- LETIER Handicap Q) [v To E?SE --- --- - - - - CG - 11 SYMBOL DIMENSIONS Space l GE� - - - - - - - - c c COMMERCIAL ENTRANCE DESIGNS Y g'^ 8' S' or 8' 8' a •i t _.- �Lt �1..-E�- t - -�- , ' i B t00aor eit".1trD the Cn eu00 "760 _ � _ < n , Radial combination C is p ng HANDICAP SPACE FRONT 6 �\ curb and gutter ALONG HIGHWAYS WITH SHOULDERS a, graalr hadeves I areas elver• d n tr, ;I, o i VIEk1L \� r� (English Units) final I„< r,g•1 earn Ian wet AND RAMP( DETAILA D.cam, eight �nra TYPICAL 4''• Ih• tat ur e. on oddlionol 1, recommended. L lminmum clearance j \ I MULTIPLE ENTRANCES WITH RIGHT TURN Apo °r o,oeOahopp nay ��le` (o �' 21 m os d,ler,.vn.d by IL Engineer. ff �+ I„ • LANE AND TAPER F 4e•a, greater. � 18" Clear -PVC 5DR- I - - - - - - - - - CD ~ 755 } I i Radius to be as 9 $ din I Ll JI, of Forking Let I ____.. _. ___ - ..,__._..___a...____,.__-_-._._..._.._..-_. .1_...._...._..__..._...�... _-__,.-.__._ ____._.._...._......_._._._-� shown on plans 1 l i II V., greater. N i k I V I i--30-- 40'1- 50'o1 qr ea l er-.�-30'- 40'�i R• Ymin. I U II 5'- 50. Tne •od;eNecl<d fit' I I i A�-1 e I s Ire.) I '��<pal�eivv: ofl:'n<I. F Sir III oPDroach same°'a' I 1° O I lr I I hot . Lager odli snuald b< 4) .T\IIL- consider, by the O.rgner may be r n notit are ion Eng•neN �+ o 1 { SirtIIIac as main line o it torg<r .< ^<o<cdpal<a: O l� !!!j k - ~ no.e.er. in case shoe the V roadway m a U R/W R/W rad,as be I... than 1I.5'. 7�r 1 i 6" W W 14'-I0' for one-way traffic o-) ry _ } o �'� _ Top ., _ Install 12" of rode) f 5 O a >~ ID 1 N ( Z >< b - - - - - - - r so 90 (M tch B C"i_.___. a1 a___.. _-_._._- �.___ I ^A� VIE.V� a a U c c a c c u 21-B behind curb a / U N � LLE LL i -_ .� -_._ - .. N Expansion Joint c id h 4 c ] ll d t0 i `�. - v] y ! I \. IF- Y r F a) i v I o ! kt d ., S�iP os m a�� : CG-6 w O 4D i _> 4 ` (d { E I.� Nat„: (t1 O i A rR , I r EDGE Or PAV[M[NT L '''� Q.n • Y be nod tied to meet sp.cific site (1, to �^" C+" ' G"+"'� I _ Moin lino hoodoo A r 0 O C, ! COX d t0) 1 - c�. to ' I �� w "' v Note Width "B 2' 0"or oa -_~ (' 'n mYoyon<t 9.tans shown n this sn<e7 CD W I °' E a - SHOPPING CENTER ENTRANCES tear, Exlstlri FEN E A E�a� N D < <^ °` °""`d °' ° °"`d See Entrance 12' % b the En .nee,, "hen Dosed sound 7 o ,n • o „ I ,ngm<ere g p^n<ipt<e. Taper Lane (d 1 (p I Cp ty -t I h �s f s ♦ shown on t ical section. o Limits of Park; Lot --) q Pavement Section l .-- KL1 LYl It o A c,ssibla tide as d<li rd •n k� 745 CD 0 5 °° +� i + o j + LrEf2• PAR - -- yp HALF PLAN < -F 1 V�> R I R. ypI I i I4 VA4 30-71'10 is'. esenl b L `..,...._-..-_.._._-..__..__. .._-_.., o o l x� I I-30'- 40'-1 •e0'or 9r cola �1--w,--1,-I--W, -•i (IyP.) ; I wdlbss oo ° ,d<A dan<. "iln 51'dc CG-1I a ,a DATE: 2/1 /99 (n -.--....__._,____ _ _._ __..___ _.___._____ _. __._ _____ _ .-- r 4-1 l cn _ _ _ Curb Curb of tSidell Street Rio �� now + Gutter line Face or - o L{3 VDOT Field Inspector J n Main line Roadway - - - - _ _ will approve CG-11 V ��5Q ' 1r_ - o - PP SCALE: 1" = 20' t When used in conjumlionwdh Standard CG-3 U U U 1.�__� �--t C I C N I � entrance before construction or CG-7, the curb face on this Standard shall be I A 1 B 7 i SECTION A -A CNJ adjusted to match the mountable curb configuration. 'I' r I r DESIGNED BY: Oates Proposed Waterline ►- - r---t [DGE or OAV[MENI Horiz 1"=50' --�-- --E-- - Half Typical Section JOB N0. 2219 Vert 1"-5' STANDARD CONNECTION FOR STREET INTERSECTIONS Of Entrance Not to Scale SHEET 3 OF 4 _j 4- --Mt .... LU ...... . . . . . . . . . . . . . ........ OP x x x x x � _0 LU -NNW-. 944 ... x -------------- Z__', x x 1.x 0 0 �x x 4 01)( x C -_00 _X LU 0 00 00 -C 00f Rip - ra-p, E x ---------- E --- 00 elt-an--silt-from < --Pon i, 7 0 ....... :jk )o whi�hever A,exc.eeds 1.5 d epth C LC) 1 r (C) CY) C _j (3) E 744 ......... . % N F > E L0 C\j E LU V I ",_ -0 OC F UjO to x X t < E E L LL_ E x X ---- E E V) (f) 0 E C I Z_ r 0 Iva?- ............. x x 7.58 > 5 x 0 W Z 0 Q) x Lj x 0) I co 0 co 41 0 x (r1n �-760_— bO 4-) Q) C,4 0 ;2� x S) C; Landscaping Iniformation 0 0 42 spaces requires 4 trees Q) 600' perimter requires 15 trees x 19 Red Maples proposed Trees are to be 2" C'aliper Minimum Q) OQ 0 # r 4. -Q) Headlight Screening +j 46 17 Hedzit Hollys proposed co 4 0 Q-) - Shrubs are to be at 4.5' O.C. j 4� Y) I and 36" at planting 0 0 44 N 0 44 N 0 ct 4 -4 0 > NOTE: A LAND DISTURBANCE PERMIT WILL BE REQUIRED CO (L) 4� C3D PRIOR TO ANY SITE GRADING WORK. 0 4-) CONSTRUCTION OF THE STORMWATER/SEDIMENT BASIN WILL v ()0 BE THE FIRST STEP IN . )00000 THE SITE GRADING WORK0 00()00 0 0 C) 0 0 C 00000 4-3 00000( TO INITIATING SITE WORK.O A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED PRIOR r. Q) 00000 0) 00000C 0 000C)o bk 0 0 0 )0000C _§_j 0 00 0( 01 0& co C.) 7:1 )000 19 1?0 00000 0Is 1 0 00 Q) 4-) - ,- � O �— 0 00 ---WAS RACK !s � 0 D 0 0 00 1.4 )0000 0 0-,7- w Z 0 0 0 n r J 00 0C 0 S 0 G S 0 00000 o S S, 0 e g, P DATE: 2/1/99 w w w w w w w W W W w w W w w w w w w w w w w w w w w w w "y W W ------ - ;N SCALE: 1 20' _T1 DESIGNED BY: Oates 7- JOB NO. 2219 SHEET 4 OF 4 0 Q a. P w WN a L 0 LD 0 (10 m rn rn (U m 01 LID ro L L.L. P 1 L 0 C U3 0 L 4-1 En J m Ob U) 0 0 X GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR - - _. 33 _--- -- -� "� -_ SCALE 1' 2000' twW o 'n Co 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 oot819°`.", 651 O / Y �� 4• \ c0 �- N I 00 County construction standards and specifications and current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion �,.: �,=o •, 4 c, 0 N N 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, and Sediment Control Regulations and any other state, federal, or local regulations In the between these PROPOSED CONTOUR 40 E P „� "° d 9= a s'°'° 11 ,J o :_ � Ln -J rn 1 1 applicable. event of conflict an of standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT _�� __ __EX 62 � s U � \ 4 � 0 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 �` �.;' /J _ > N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT s-----' -"-; ,,°"-'- "�� -_-_-- .,2y Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C& G F9s \ 4 �� f �J� �� /� �� AG Z °' +, c(n °' I c o O It 3. A permit must be obtained from the 0)ffice of the Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. •,, Fs, ;` o 8 \ J '� t , J W -C � (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G �>:�� 0 \ ` = ` , W a x 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When workingon VDOT right-of-way, all traffic control, whether permanent or temporary,j g y' shall be in accordance with the current edition of VDOT's work area manual. CG-6 CG-6R = \i Site Exit•310 (V"-"oAI C� L Q - 3 w protection TRANSITION FROM CG-6 TO CG-6R --- �s "'' ' required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's -" - 4 - 5. » The exact location of all guard rails willl be determined by VDOT personnel. A joint inspection will be held with the Developer, County Representattives, and Representatives of the Virginia Department of Transportation January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE -----------_ PROPOSED TELEPHONE LINE T x___ ____-______� ____� T +- \ yrQ �� KERN BUS Tq o a� o a� 0 Q) (VDOT) to determine if and where guarrd 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 n a � 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 ___-_ _ -- -_--------- - ' ' �� r �� w V) / Virginia Department of Transportation (,VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15° RCP q 51 -- `�h� h - oia (/J - -= - --�' V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER - o a- 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 b>e available at all times. EXISTING SANITARY SEWER-----_�._ �_.__-...--_._�_.____ __ _-_ SHEET INDEX Cf UJ 7. Warning signs, markers, barricades or fllagmen 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-----=r-------------- Q ^Q N Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the 0 _ J > w .� contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE -� - ---- ,� � o o a- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P SHEET 1 COVER SHEET -,W u- a - Ln a_ Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for SHEET 2 SITE PLAN a- o 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 SHEET 3 DETAILS AND PROFILES a- ,� o- Q J o o Q than 6 will require revised pavement section prepared b Greenway Engineering and approved b the owner. q p P P y y g g P P y inspection. PROPOSED GAS LINE SHEET 4 LANDSCAPING AND EROSION o � w o > w �� & SEDIMENT CONTROL Q o ,,� 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 fiield inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE V) Q a > o � :2 V-0)" ��6 PROJECT INFORMATION E`�� 11. All springs shall be capped and piped tco 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 shall be maintained FLOW LINE -- - -- -- - - - z o z a. 0 Q 0 Q be minimum 6 diameter and conform to VDOT standard SB-1. project through construction. FENCELINE - -- - -- § - -� - - Q J o' o_ w PARCEL IDENTIFICATION NO. 75-((A))-2D-8 ;q iTE PL , a 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE -0- V 0 z Q 0 � w 13. one litter receptacle shall be provided at the construction site. The contractor shall provide adequate rneans of cleaning mud trucks and/or other e equipment prior to P q 9 / q V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE" � STREET ADDRESS: PROSPERITY DRIVE TOTAL AREA: 2.000 ACRES ��.. ��?R�+�lE PROJECT AREA: +/- 2 ACRES IY z o N � Q v � w * � � o � EXISTING WATERLINE W/ TEE --------------- --- --- -� ATI��ti��1q enterin 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 DISTURBED AREA: +/- 2 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 ' i w CURRENT ZONING: B-3 condition at all times. CURRENT USE: VACANT 14. * Notification shall be given to the oppiropriate 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: B-3 sewer lines. Information should also b(e 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: BUSINESS/INDUSTRIAL 0 sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE - ------ N N ALLOWED HEIGHT: 35 ed E HEIGHT PROVIDED: 24 o 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 � > standards and specifications of Frederic County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER REQUIRED PROVIDED Z 16. The location of existing utilities shown iin these plans are taken from existing records. It shall be the PROPOSED REDUCER - --- - -- s BUILDING SETBACKS: FRONT: 35' FRONT: 36.0' 0 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 � -�;- SIDE: 15'L/15'R SIDE: 16.0'L/56.0'R V) c� p, � 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 REAR: 15 REAR: 65.5 _ i F, 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) REQUIRED PROVIDED W o co of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT �, p" 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 AND/OR JURISDIC11ONAL PARKING SETBACKS: FRONT: 5 FRONT: 45.5 'b $ 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 RAMP CONSTRUCTION A SIDE: 5'L 5'R SIDE: 16L 5.5'R / / � b � ° � d 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 ; ";L'`' REAR: 5' REAR: 29' a rn must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans P �� F.A.R. CALCULATIONS PARKING CALCULATIONS FOR ALL PHASES b b � Q) permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION t; ' 28,300 sf / 2 acres =.324 (Entire Parking Lot Will Be Built In Phase 1) d <� a a W rn 0) a) rn rn 1-, 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 H/C OPEN AREA Office 7,800 sf / 2.5,0,;s,f =32 required shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING Y ; .cis 25% MINIMUM Q \ \ ao 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected Manufacturina p 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 28% PROVIDED 8 employees x = 6 spaces required engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE ��..1 .75 21. The contractor is to verify field conditio>ns prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. Rezoning Proffer011-98 Warehouse 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 r "A strip of land sixty feet in width shall be dedicated 3 employees = 3 spaces required P Y Frederick for pavement EXISTING STREET LIGHT -Tr to the County of the purpose of providing 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 a future collector road which will connect Valley Pike proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + with Shady Elm Road. The location of this dedicated strip professional engineer and results submitted to Frederick County prior to pavement construction. If a of land is from the end of the Prosperity Drive to the 41 spaces required geotechnical report has ben prepared, lit should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT ---- --" `--- western limits of parcel 75-A-2D, as demonstrated on 42 spaces provided P p 23. Contractors shall notify operators who maintain underground utility lines in the area of excavating SANITARY MANHOLE INDENTIFIER 12 the plat which is referred to as Exhibit 1. 2 spaces are ADA compliant ° proposed "ThisY. or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement voluntary dedication of the land shall be valid for as long as the Winchester Area Transportation Plan identifies Loading Spaces of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 this area as a potential route for a collector road between 1 per 40,000 sf required in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Route 11 Route 651 due to the 1 South and possible expan space required sion or change of the 1-81 - Route 37 South Interchange. 3 spaces provided Water/Sewer: Frederick County Sanitation Authority EASEMENT LINE This shall not be used for any private expansion of a road or P.O. Box 1877 CENTERLINE development of private lands to the westor south of this land." � Winchester, VA. 22�604 Winch star, V 61 EXISTING SPOT ELEVATION 12.0 "If,after eight years from the date signed (10/6/98), this land has not been used or is not in the definite plans as a ollector Phone: Bell -Atlantic PROPOSED SPOT ELEVATION 12 5 road between Route 11 and Route 651, the land will revert back U P.O. Box 17398 EXISTING TREE DRIP LINE - _.,_.1 _.f.--^- - to the owner of record of each parcel. Baltimore, MD 212'97 (301) 954-6282 "`~ z EXISTING TREE f,' .f�< A ^ '4 ` 15 OAK x 15 PINE ENVIRONMENTAL FEATURES N (� FIRE MARSHALL'S N NOTE Power: Allegheny Power MISS UTILITY 1-800-257-7777 _ ..�s �, y� PERCENT UD p P.O. Box 1458 OAK FEATURE DISTURBED �, � � � Hagerstown, MD 21741 1-800-654-3317 Fire lane markings and si Wage g PROPOSED TREE FLOODPLAINS 0 LAKES &PONDS 0 0 �, w � ® � O �� Any No Parking signs and yellow painted curb locations will be installed WETLANDS >1 AC 0 > -0 Gas: Shenandoah Gas Co. b field inspection at the direction of the Fire Marshall's Office. y P SINKHOLES 0 Si Signs must be less than 100 sf in area and under 35' tall. g 0 S~ � P.O. Box 2400 NATURAL S.W. 0 g proposed p DETENTION AREAS No outdoor storage is ro osed with this site Ian. U U Winchester, VA 22604 STEEP SLOPES 0 x co (540) 869-1111 >15% * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL QQ WOODLANDS 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY ° ap FCSA (CONSTRUCTION NOTES TRIP GI ENERATION DATA COCOV�'R SHEET 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ITE Trip Generation 6th Edition ADDITIONALLY MEET ALL REQUIREMENTS OIF THE FREDERICK COUNTY SANITATION AUTHORITY. ,.`� Project Name: 1 Project Number: ' 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. (x 1101.01 U 9 MARK D. SMITH 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE 7,800 sf / 1f000 = 85.9 �o No.022837 Lyle. P. Strosnyder, Inc. 2219 4. AUTHORITY'S INSPECTOR. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THEManufacturing INSTALLATION OF WATER �140) • V Magisterial District: Date of Plan: (Month, Day, Year) I � METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY 15,600 sf / 1000 x 3.82 = 59.6 o 1, ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Back Creek District 2/1 /99 THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 Warehouse (150� INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS 4 ,900 sf / 1000 x 4.96 = 24.3 THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONALR SEAL &SIGNATUE Owner: Address, Including Zip Code &Telephone No. Musket Drive DATE: 2/1/99 5. THE SANITATION AUTHORITY SHALL INSTALIL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. Truck Traffic Winch Lyle P. Strosnyder, Inc. Winchester, VA 22602 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE {86+60+24) x 10% x 0.5 x 20 = 170 THESE PLANS ARE IN CONFORMANCE WITH (540) 869-4045 CHECKED BY: 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. 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 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 340 VPD's Total THE ZONING ADMINISTRATOR PRIOR TO same 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: OATES Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. 7HE 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 JOB NO. 2219 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 W4 TM 75—A-1 ------- ........ MAURICE W. PER D13. 372 PG. 608 10' ES-1 Rip -rap ZONED: RA ULJ USE: RESIDENTIAL T_ 7 Z1 S ope V= 0 Lj Line Spill -.way w// 6 7479+ ES-1 Rilp-rap t 2 1 Slope ---Now 44ky. CIO nv= LJNE eq 740.0' E F: Uj 4 C -, -7!==-4' 2 PARIaNG SE ACK r E —1 slope 0 00 F OPO'sed_—Djt F > (D L cl�jjn� , . C14 E E r REAR Ty < . . . . . LINE 7 W U E F E _-7 744 F. 491 0 L E -7 ... . ... ... .. , K�) C __ I t LU L: j7 LU -1 4(� C1 C 0 0 PRO P-PRM A 'A"'i-i! —PS)SE, N G E S i ViT E 2 1 Slope E x DRMNAGE EASE&q�,,NT -- --- --- I * - I < _j `xl4�- E Prop 2 ----------- - - - - - - - - E LL_ 1,e STING. O-VFR e ;��, ii_ ES dumpster pad AD R: F F V _pnQlosed (1) U) c6 C\2 EXISTING POTOhW Q) 0 'DISON Rf(; HT > r 'ram750 WR C :3 1A LLJ V) 4'R +55& +55z e Door MI Loading Spac 5 ++758 55 0 56!a r 7r--y Loading z Q) Long Space Dock Door Warehouse 0 "7Y Phase 11 Lz 4900 sf 0 bZ + W A4 55Z ._7_0_'x70'- Olt- doors-- 0 o FF W 760.00' 0 M > Y) tv J Q) 43" Wide 0 M U 2" -Radius I 0 U r t> 5 Relbar �E- n ----.GRAVEL �4 Rums) ruck . r L-1 xit, 70P 25' 0) 0) 1z co 4" IM-lA E.P Dock Door 1� I < TR CQ co co _Talt -ay 21-B --B Drive?'-Thru Bay Drive hru o Drive -In Bay Lo t> . .... ..... 12 Tall 10 0, 10 C/-) 00�1� 0 TM 75—A-2D 24" Base ' t 1— 0. 0 TM 75—A-2D =t S. �_D r. , "I Driv' Thru Bay ,..Drive-Thru Bay 0— Drive -In Bay 0117 RT&T —PARTNERSHIP �!L 0 RT&T PARTNERSHIP Phase III 6" No.57 z 60'x120' DB. 662--P-G, DB. 662 PG. 648 _< C:11 f4 4 Dive -In Bays ZONED: B-3 < \ cw ZONED: B-3 ITO 7200 sf with 2<� Overhead doors USE: VACANT USE: VACANT 0� r� FF = 760.00' 762 -Thru Bay -Thru B6y---- HT=24' Drive Drive CQ Drive -In Bay DO w Phase I C) Special Curb 5 Prive Thru Bay Z W Bee Special 8400 sf with Curb eai 1 Overh'e*d doors NTS (Typical) FF = 7bO-00' 171T=24' Drive -In ., Bay Drive-Thru Bay -,6rive-Thru Bay 591 59 it 30' - ( O co C? 258 T O General Notes � 1. Entrances are to be built to VDOT's standard CG-11 specs. 22 0) 18 Drive -In Bay 2. The VDOT field inspector will determine whether CG-12 ramps 60' 70' X 59" 4-) <� will be required in the entrances. C� t --- �> FIRE WALL ---a I FIRE WALL -0, (Typi 3. Compaction reports of the building 1pads will be supplied to the ------ R Q) Fredrick County Inspections Office prior to installing footings - 20�1 'CO 4. This 1st Stor Office -,topographic survey has been stipplied by the owner. The 1st Story Office Y) contractor --.must notify h"uld any discrepancies arise. 18U sf -4 _�h!e_englheer should 1 1 FF = 761.33 -2100 sf 5. Water and _Si�wer -easements to the Frederick, County Sanitation -co H/C 'FF = 761.33' o pa 60A 605 4 0 Authority must be recorded before these services May be constructed 5'iR 44 co C/) 6. This plan does not constitute a boundary survey.", A title report has 2nd Story Office OZ 51? 2nd Story Office 0 1800 sf 22' 5'R Q) not been furnished; therefore, not all easements may,•,not be shown. FF 770.33' 60 C) 2100 sf FF 770.33' 26.9' 7. Contractor must notify Alleghany Power prior to land, disturbance 601 60 O 70' 6� 5'R 5'R Q activities within their 65 right of way. _4 608 2�57 B.R.L. WN 60a 61 a+ PROP IPROP 61 0 00\ 5 2. + 1.5"WM + Ipt 6C)a+ Cd 1 60!' 60z 20' ,TING UTILITY EASEMENT + 5'R 30' 5'R 5'R - - ----- - CC) +20 R ES-1 �0 Riptrap 60 Az 4-) d 9 Install 8" tee an 8 .6, Inv= Truck Senntrance" 0 GV, and one joini f 758. —SPARKING 25'R 4XI100P pipe at stub IUNG SETBACK_ IN —W —W _W —W —W _W_ W —W —W -4—W —W —W 25'R V QL) 8 re �F 63 6337 1,6 3 V41 A2A 3 =_77 ,51-,60 S S 3 S apbC6 1.4TSA EX 8" SEWER LJNE .6 7 A 49' AI Q1, r —A. PROSPERITY DRIVE 60' R/W 500'+ Sight 300+ 1200' to Rte 11 Private Road 500'+ — 250+ Ex 8*z Distance No Speed Limit Sight TEE DATE: 2/1/99 _-A IN W ___1W W IN IN W W W e. W IN IN W W W IN IN W W r EX 8" WATERLINE SCALE: 1 20' -y7-7 DESIGNED BY: Oates D13. .662 PG. 648 JOB NO. 2219 TM 75—A-2D RT&T PARTNERSHIP ZONED: B-3 X SHEET 2 OF 4 USE: 'VACANT Q general bockflll general bockflll .,.�..._....,,, _ A A e'• �, �•\� / '-'nrrr.R �--1 �- e'errr..e • Ford FC HH 77 HC-158 V Y b ,: 2" custom setter t �'SIR J5 t � 11 am**( o.D. B. o D. a" f v Ardr • .odyeam Aeet (meter by FCSA) trench width her 4s bed see oayt•r 8. .j 24' carefully compacted fJ .� flotato ar or as wired i C: T' ' j cast in place access door, ' r 24 carefully compacted �'�f / ': select bodefill centered in to P " bcofar e �' P 6" da. schedule 40 �•9 dact backf ll i': ( ) - ,tone .. ' see note 4 main o e r sled pipe Filled wit ).: ?. _.;,, cost iron deanout with brass plug aggregate 6. z ,. r varies 2' max. 1 - p 3 �{, - - - R hovin a countersunk are head + concrete and pointed r a; 6' x 1 2 O.D.b.W"zr -t at property line 7' R . P -. �'. Adi - .y�„^'�..� .,a>eia .: qq �Dpu D 9 Z finished I yellow • ' r,.. , ® Panello Model PA4SV-CSC(() W O.D * / 9a?• raw R boxes - L9d• tilts h sax bwM r•Id,terE, I ," 4'.,`\,Iwo (see note 2) grade - .. _ e,aNM .I ,< < >,a •a = ' Patella Model PA6SV-CSK (6-) 6" 6" TEE VVYE OR PLUG TYPICAL SECTION 1 i :a.l Q w.0 rh 1 �" + • 4 I r hlnlrn I tk lahed ode W cancrote 18" alto. i 1�J stone aggregate i i Tf ,tM L In lieu of wood larmklg the fitting may be Wrapped with 'denotes hand excavation roadway box-'� concrete ,, t• �• t� pdyethden0. and the concrete pared to c etdy aunound 'D' = 12" mh. /a 10" and emaBer pipe 3' riser section encasement + ^l 35 8 W STANDARD CONCRETE CRADLE the Rttlnq and ogahst undsturbed sob. The 6eorMg dimensions b` - t8' nib. for tY mnI 20' pipe 2" type K copper for 4' diameter concrete 1'-6" x 6' J+ ya.••t d bM .� 3,Y,y7W/w� wquare concrete skid pad against undisturbed sad shill remain as shown. tubing no joints �' deep I� 20'x 20'x l2' d see chart blow for A. B, C dhrlenslons. 9 ( J N manhole :, rMd cyo cep 1 - 1 from main to Concrete \�/ general bodcml CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 'e' "'t"'"'"� curb stop) with cutouts thrust block 80LLARD DETAIL ^�Property I /general bockflll g •A ( depth 3 ) 7 r/ /M I oggrsgate base ` lrjx Plugs, IY}ss t It 1/4' and 22 1/r 45' and 90' ,,'� `a� "/,v,- Dio. revs Bxlds Stands •• �,�.c A B C A B C A B C UJ B.O.D. "_B" 8 j"0 D "b-_8- 6• I'-0" 0'-9' 1'-0' 0'_9' 0'_9• 0'_9• I'-J' 0'-9' 1'-9' r t. Aj ,` .::.. 2" min. - dean pipe saddle with ._ - I 8' I'-J 0'-9' I'-J' 0'-9' 0'-9' 0'-9" 1'-6' c ttoDO ` N carefulliy i - o,-9- 2. J ��` . ^' .... corporation n direction of setting to be approved prior to installation CO id' ou P 24 carefully compacted j 10 I -0 0-9 1'--6' 1'-0' 0-9 1 -3 1 -9 0-9 2-0' �- p Solid support blocks type > N Compactted --f•+- 24 St0 sCFCW concrete select bockflll select bocckflll j 12• 1'-9" I'-0' 2'-6' I'-3" 1'-0' 1'-6' r-0" }'-0' 3'-0''.'�' water PP SDR 21 14" 2-0 1'-0' 3 1'-J' 1 -0 1'-6" 2-8 t -0 4-0 under custom setter odJustable valve 36' min. > sonic N I 00 main cry N 16' 2'-J' 7'-0' 3'-6' 1'-6' 1 -0 Z'-0 2-9 1'-0' 4'-6' r-..,...>.»... �x :2 J6• mh sewer math O O N O.D. O.D. .,. 6• 18" 2'-6 1'-J' 3-9 1'-6- 1'-J" 2-0 3-0 1'-3• 4'-9 ball valve curb Stop 6" stone bedding cp,.r tp /2 O.D. with FIP ends, with as required concrete pod i'-6" sq. x 6" deep Wye 45• bend C In 10' 1'-9 1'4- 4'-0' 1--9' 1'-6' 2 -0' 3'-J' C-6' 5'-0- T'�,. O < 2" gate valve .J I 1- operating nut valve megalugged -O - L O 6' focatar �� - w., _ _� -N 6" 11 1/4' THRU 90' BENDS Deg to main ?" min. - 4 1jw .ter^»� •,h atone oggregaG concrete nle9ahgs i. ... i .. , y ,,. CONCRETE ARCH (CONCRETE ENCASEMENT NOTES: ID I •.rt: `r,. - s Qa1'. 1 110df aNw /Itt/101 Qld " � + i •• n ca wows, tkua bb<Ac 1. Access door shall be by Halliday Products x screw y. • " r 6` ,tone bedding C O our approved equal: stone to be minimum mobil T x 4 rew, O `1- or PP 9 f 6 f adjustable *a rap 6 pdnr•d great N In o "above fop o base NOTE Where length of service lateral to exceeds 7S' L FlTiMIG SIZE ROD Siff N0. RODS t $" a) in non -traffic area - model no. S1R3030 wive box < A t d 12' k LESS 6 2 30" - _ y }:!- Am 4• pip, d 20at a property assembly stroll be furnished at the U O X b) in traffic area model no. H1R2424mhixwn property Ilse. C 14" - 20' 8 2 36' locator peg QIn N Q cena.N 2. Water service crossing street shall be encased that LL_ in 6" did. SCH40 PVC or SDR21 piping. The block 18" to 24` 4 ;\ ( T( 1 I t T D DETAIL A I 1 8'x 8 x 16, solid block nb9du9• FrnMyc ) i L . piping shall run from one foot beyond sidewalk, VERTICAL BENDS � I1-1 t -1 r 45 90' typical across the street, to one foot beyond sidewalk. (for wives 12' and larger) sera 2.3 7HRUST BLOCKS FOR VOW -Ai to' - 12 28 3.7 111 _ 1 t?F w 0 0 12'N >, t mechanical joint ° C N UP BEf[015 StNLL BE THE S4VE 14' 0.5 1.7 3.9 7.6 1 s cc I swivel tee with , L AS FTJR MaPIZONTAt t>ENDS. 16' 0 9 2J 5.1 - 1 1 / 2 r and ? M E TER INSTALLATION ' � 6' branch C � 18" 1.4 32 6.J Figure 6 I SEWER CLEANOUT w (n 20' 22 4.5 za AMENDMENT NO. 2 - APRIL 1997 GATE VALVE Figure 17 0 TRENCH & BEDDING CONCRETE THRUST BLOCK FIRE HYDRANT ASSEMBLY GRAVITY SEWER SERVICE LATERAL Iz Figure 1 Figure 2 AMENDMENT N0. 3 - OCTOBER 1998 Figure 8 Figure 9 Figure 15 CONSTRUCTION OF A SILT FENCE �'IL:T FENCE C'Li7L.VERT I TL T TEMPORARY DIVERSION DIKE 1992 3.18 b STONE CONSTRUCTION ENTRANCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"x 4" TRENCH - TIO: T R 0 CK CHECK DAM r . • ; ;; ;, Cd UPSLOPE ALONG THE LINE OFOUTLET 70' MIN D(7STING .:•' • - ' .''• - �• . » -.-� A J, PAVEI'ENT STAKES. �-- kT1Ci,YAtl PIPE CONDITIONS 2 ACRES OR LESS OF DRAINAGE AREA: • f " ' rn 8 CONCRETE / Compacted Soil .. Z 3000 psi 0 FILTER CLOTH 6' MIN. A MOUNTABLE BERM /� �rJ ' _ _ 6• ,' ��..'. < •`� WITH MESH (OPTIONAL) 18" min. �'!e 0 7,)E OF FIU.. •-- - -Flow 3d ------------- - •'.. °. _ . .• a SIDE ELEVATION - II - UUIYEFT _ _ o d FILTER CLOTH 9 tt O 4 21-B BASE > h d EXISTING l?2011ND / �% / (OPTIONAL) �/ PIPE OUTLET TO FLAT W O f� 70' MIN. / r - ______. _...-.___.----_.-.__._., �_.___........�-...•__- _ STONE/� ��* } AREA LH NO DEFINED (DOWNSTREAM VIEW) LL > G4 1tr MIN 4.5' min. PLAN VIEW 0 B(OPTroinu III III 4. VDOT N 1 q) "Cl O -1•- COARSE AGGREGATE '� [n W DUMPSTER PAD SECTION 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT C12 in 1 L a O N U 10' MT N TO STAKES AND EXTEND THE EXCAVATED SOIL. t ' FLOW ?� 3' A4 i-r •-� 12' MIN. • I~ EXISTING G IT INTO THE TRENCH. I 1 ME of nLL DPAVEMEN --1� f. 4" CONCRETE P, T "• "CIMTANL'E IS 6` MIMSM.UU IF Ft.Ovr SECTION A -A FILTER CLOTH KEY IN e--B•; RECOMMENDED FOR ENTIRE PERIMETER • •-'-•• 3000 S1 W FIBER VDOT NI I POSITIVE DRAINAGE: to, MIN IS T;7wrWC tTrsdisNi(Merrr .. t ,'•4,` .• COURSE AGGREGATE 9 TO SEDIMENT NDEV[CE _ - , % SOURCE: VA- DSWC PLATE 3.09-1 2-10 ACRES OF DRAINAGE AREA: �•' / W rn rn • MUST EXTEND FULL WIDTH III .,��::�`-_,?` IIII OF INGRESS AND EGRESS A 4" 21-B BASE oPErunoN PLAN VIEW �7 / j' 7' p _ p ( }^r �^ /� j 4 - f,., S 1 T T ��! 4I.A.L; S TO /�.rwi_',. ! .Yri-.rl'�`� � ' T.L O T do (MIN.) 3 �j >r�tt 3 M STONE t j 12' MN r A 3' MIN. di __________ FILTER GLOTH SIDEWALK SECTION PIPE OUTLET TO WELL (OPTIONAL) A 3' MIN. SHEET FLOW INSTALLATION I-`°-w•�.-,"_.-_ --..-I DEFINED CHANNEL - 1t'*• (PERSPECTIVE VIEW) FILTER CLOTH PLAN VIEW � (DOWNSTREAM VIEW) SECTION A -A o. rLOw { 11 I- 6 -7• A A t L a COARSVDOT E AGGREGATE 4 IM 1 A II�� ..5 77 , ... rp' .....__ d FLOW2.7 B, O / "I°- PRIME COAT Y o - i1;;i i r�rPAP SECTION A -A 10']T Pt �75 S )}`E OR 1) ESHOF_ ,AGGPEGA''t. FILTER CLOTH KEY IN 6' R RECOMMENDED FOR ENTIRE PERIMETER \ 10 REPLACE SIs.T Fr2tr,E h cR7R5ESi70E" '- wiiET; II I ,4R.N ,FIi:X?' _ ctpw E'r•-_C'E"v NOTES: 1. APRON IJNING MAY BE RIPRAP. GROUTED RIPRAP, CABION BASKET. OR CONCRETE. CLASS I RIPRAP 8Is 21-B BASE �. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED QO REINFORCED CONCRETE DRAIN SPACE POINTS A SHOULD BE HIGHER THAN POINT B. USING PLATES 3.18-3 AND 3.18-4. STONE O� Ply SDUacf, ARAt-IED from voof Siordard 'sheets a'" io. DSWC. PLATE. 3.4$-1 3. d L5 TIMES THE MAXIMUM STONE DIAMETER. BUT NOT SECTION B-B DRAINAGEWAY INSTALLATION LESS THAN 6 INCHES. (FRONT ELEVATION) Source: Va. DSWC Plate 3.20-1 is saw SOURCE ADAPTm from 19111 Narybrd SPond6rds for Sol erosion old SeditT11n1i ConiroL and Va. DSWC Plate 3.02-1� Aood dams from lnetallalion of Strew and Fabric Filter Ba1T1en for Sediment Contml,VA. Dsr FIAd Wyant TE e3. 2 CG - 6 f BORDER CG-12 A� PAVEMENT SECTION 4' p' �f __9A. _9TL_71181-A6 -A L L .GotCN E R.5 0\ M�^,f l 6'-a"a,, 6'-a' I \. (BASED ON CBR-6) ' �HSt_SrEHTEfC4.�t2$E �HoP-SNELI7ED � �� 2SlI�H171iTE5_�EHiHQ�LELV._PVINTS IrYG" ICvUGH 51AWN ------ - --- - - `- - ---/ GEVAIC r L A N IICS e ADA St'd "Handicap Parkin Only" 2'R & "Van Accessible Sings v "1L8"X t/4" �rT6Et� ---- -_ � 4' g Y rL.tTES «O 1cEGE lV E 1 Ij�TI Tri z X -it x V'O" A� j` S't�ST TANGENT PLAN RADIAL PLAN � e . j, � Exposed erg• sid•.au Area Y- 4'u the mnmam rwa,remem / Ram •. Iwnn «eilnwt cube. •Iripl to ache o 12 1 slope m '.d .A. .'•' ' i ....•.' : ...e ,'. •'•'.. P ..4 Ramp Concrete 1.12 Walk G'x L" GE 17AC rG sT9 IIMax 6" _ T-4" �J°es�a \\ - • .. •. y' . • •: ti 112` r2 - SAID LXTGf{ ! gitAGK6T5 \ , , , Max r, �-- xrITH SI MP50N Go . 7' I� \ / smcc-6 a33xMa. 4 VV(-C, riTl.. GoLUMH �1�� I I I\ I I I I� I . . o„+ e ,:' n `�i Di19 E 1�! I -- I �jr A . y • • The bottom of the curb and 6' 5'Curb 6' S l .... -_ s _- .___-------- I - -- /•,. ' �R \\\ �/��F `\ � �pWlare nay he Slope ucled Window sic.+ ve SECTION A -A parallel he slope or sub- .,, - surface courses provided a a 6 2 0 l \l Slope 12' I Maaenum This area may be cuncre minimum depth of 7" is �LJ at the option of the conlroclor maintained. I �.x �• -4--2 „ I I ISOMETRIC Y) U r Slope 12:1 Moamexn VIEW This curb is lobe usedwhen 1� • r--1 ( '" •^••• • - ---- design speed Is 40 MPH or less • r-i �••I ., L -- J - L - e on Rural highways and 45 MPH or Note Comb curb a gutter having a radius tt�yyy p\/jr�\\�\� �\ '/�\\\\� ��r, No less in developed urban 9 suburban of 300'or less (daq tote of curb) shall -i•� ✓l r7 / O All concrete to Class A 3 areas. be paid for as radial combination curb a O Y) E) 1--��-'---'----'T-----'--�'-'-�-- - -- - • Ramp surloce scull be comlructed a lh o non-skid fmnh and cross slope of IM ramp shall not eaceea /lash. _ _- ... _ _ - shoti not -so a mu-nn ro t 12 1. ter UI r_- i __U p�YE GATE D E 7A I L SECTION B-B Ramp a pe o This item may be precast a cast in dace. i I C«b cul tamps are to be located as sh- on the plans « as directed by this crp,neer They snood be I-i--1 olfsel Imm pedeslrlan crosswtlMs W snood not be located Oennd re hrcle slop lines Esrslinq Irynt pores, Concrete so be Class A3 if call In place, I, a hydmms, drop inlels, etc wall also affect placement � I _ 4000 PSI '1 scowl. o• H.C. Painted Zj S-1 O Gl coo romps Lau w mess h o .. poolto, at m. <ork._k r and wisest« a a.waN, c«b end gat , log inch• Symbol 1 1 I - -- -. coniponeds mer.ot wnKn arse soon mdude all .ark necess«y to snaps or mwuy me nerrc ire rraaeed yIn O When used m wryunclion .,In Standard CG-3 or CG-7• the curb Iota on In. Shod nd s to be od,o,I d Y 1 to m.kh me .-,able a,rb connq«ehon. P. � O l� 765 _ Treatment .hoe 7' 4'w,dm,snot oblmnable. .2 CURB CUT RAMP COMBINATION 6 CURB a GUTTER ICI + CT)�, ! 2- C, " (FACILITY FOR PHYSICALLY HANDICAPPED) Cf) I �, O U '� f I I Handicap Cv ! I * ALL M/1TEF:IA!_ \ I s - - - - - - - - - LETTER ._.. ._. _. _. - To i3E _ SYMBOL DIMENS ONS • - � --. CG 11 5 MBo t I T[x�1tTE1� - - - - - - - - - c c COMMERCIAL ENTRANCE DESIGNS 8 Space5' or 8' 8' Q � I_U"0E Fz- A I00'., greater by m. Engine.. �" -- \ ALONG HIGHWAYS WITH SHOULDERS ing �- Radial combination C 25'or sole.. M eer•bp (� \ curb and guile. TYPICAL HAND CAP SPACE r� ,.t� r ' F f' 1'e T Ihui me 1qh� ,wn tone .la�..� or wharf 1 I. anl,c poled o I VIE4l1L \\ r_� g became a nlrnaae tba AND RAMP DETAIL O IEn lash Ilndf/ lone in IM lul«e. on oddliond ,I'h re<ommenerd. L i �' minmum eleiaranee \ I MULTIPLE ENTRANCES WITH RIGHT TURN 2oo'erareater for <nt-ce Imo o, dr lermined D 1 e CU to m ,or hopon center pVC SDR-21 �; LANE AND TAPER y R Engineer. t I m o r 48' or greater. 18" C1eI�r " yr/L - - - - - - - - 9 \ E e I� I I - - - - - - - - - e Radius to be as o Ilrn gf� I t,m,ls of Parking of I G 12, I 1 -- shown on plans \\ 9 - I/ I h 4•or gr ea, er N n L l- _.._.. _ _ _. -. _._. _....-.,_..--..L_..._... _..... _-_._......__. __...I{ ._._._.... _. I roil: s<lecled \ a CJII U tL5' � S0. The 1 = t C I-- 10' - .0'�F- 50' or greater ---}-- 30' - .0' --( R• 2• n:n. I shall occom-adol• the Ate, « r`a v l urp.1 .1 I anG<rpalae bin• ol.an,oe Q i I Lsr I ' I ,faioaihe: <e ti ,,d 1 y the D..pr< oaalrr 1 F" Q sureel approach same "' Z -� - - m y ee ew�rld by the Enq;,eer I surfacing as main line `, li "' , or on } t- h0 waver, i n0 cafe fhoN the I roadway m a`'. U Rrw Rrw rodwa be leis than 12.3. U I I Z , I __ TpP rl 6„ '�' - :.,,. rot I. tar on< -"or boots Install 12" of de) _ --._ _-� - I 1 Z x 6 ' - - - - - - o Y 60, . qo Match Bra [� +ad VIE 21-B behind curb ii (/3 v fl.. I ~ Ate+ m ° u c c v c c v 7 5 0 a`", a.i I / I e } y Expansion Joint c N )� 4 U i Q) ,� ID DO �+ i r-, I ^•r _ I I U �. It- Y Y C F y P U d I i6 -al �' > 0 . I � }X CD,,,' W '10 I in �'� •� [..A.��'♦� f� E l� r �J EDGC Or PAVCMCNI Mole, C nlron a d<lo.e ono-n o Ibis Heel q. _ N may b. m since ,a rti rp.<ii < .de a See Entrance 12' g rev«.eaten as dv based o oppr o•ed G1.' ��+' I L'. _ Main line roodway A b rn• Cn -Hen bates on sound _CD,� �, ! '" (z� DETAI Lam_ BOA[ FENGE A hoc.! N D _ �� a SHOPPING CENTER ENTRANCES Existin 7 O ca' s' O I O ? I O F Note' Width "B" 2' "or " I r�gmeer.y m��irotes. Taper Lane O , pp O' , , O e, C7 1 cp d r+ veT a r� p shown on typical section U-1e al Peokmq tot --1 � Pavement Section en + rn C7 '•, + I + I O i + -__ 0:1M E l 1 t [� PAP R -- -- HALF PLAN I 2' I 1i nvA c...itli-lo ..is ins d,r rd .n 745 I R R• :n A f pr fenl O I O ap ! I O� l .--I Oy I .-I', o;d 11 p.1 a rpmp, rn occordon<r -iiIn sl'e<cc�l1 L O so 40' iro' ar g eater w, w, r a ____....._.______-._---_L_...._.____..-..-__-.._...___ ,-..__.._...----.___..__-..___.__._____.___�.-_...__-___.______, 1 I- -t� --+- -H,I -I I pra.idrd. DATE 2/1/99 Lin Curb Curb Ister SideStreet Rrw new + Gulf er line Face of -T - o to VDOT Field Inspector Main line Roadway - will approve CG-11 SCALE: 1 = 20 0 -- aT 50 1 +00 1 +50 tr --------- - C I C entrance before construction N When used in conjunction with Standard CG'3 u u v U (ti or CG-7, the curb face on this Standard shall be I--- A -� B adjusted to match the mountable curb confi guration. �' Pro owed Waterline SECTION A -A Y G Y DESIGNED BY: Oates �y p r [a[ or OAV(M[NI Horiz 1"-50' --�-- --F-- Half Typical Section LL_Vert 1"=5' STANDARD CONNECTION FOR STREET INTERSECTIONS Of Entrance JOB N0. 2219 Not to Scale SHEET 3 OF 4 X o a L ro cri a1 ra CD m rn m (n T) o_ rn L ro L CD m 0 n I m CV CU U c L N T C O L C!� a J Q7 N ID iL O D i D NOTE: A LAND DISTURBANCE PERMIT WILL BE REQUIRED (� N PRIOR TO ANY SITE GRADING WORK. O X o CONSTRUCTION OF THE STORMWATER/SEDIMENT BASIN WILL 0000BE THE FIRST STEP IN THE SITE GRADING WORK. Q o 0 0 ° ° A PRE -CONSTRUCTION CONFERENCE WILL BE REQUIRED PRIOR o 1 � o o K ' TO INITIATING SITE WORK. co 0 0 _ rl O° p siq S r •77 e 0 s ( U c5 N x N o°OOp° 0000 SF fl o tr0 000 AS RACK �' r4 p N— O 0 _r O 0 0000 w w —w —w —w —w —w —w- w —w —w flu,. woonn 0 b 0 ...— _ .. 00000 ct 10000Al i0000 I_ I: Oct ' 1°�?ti1T4ks�a'-.rz`-•'�. ,,,�Ak..M�'-...�".. �,sS�:C§.aF,�i _5«�_.ar,"t�N''<.:;�&3d_ :,ec'u'._. III__. .. - �L' ,� '. er` .. a, . .. e�'Sn'r, xis'�-'-m�a?-�r„7i`xP'.?k�''t,'."�?;°�;`-'. .fir-.'-�'. ..ra'�J"^�. .. M1.... R.�Y4 `, —`.. DATE- 2/1 /99 ' SCALE: 1 " = 20' �� DESIGNED BY: Oates JOB NO. 2219 SHEET 4 OF 4