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Home My WebLink About13-01 Dawson Industrial Park Lot 4 - Back Creek - Backfile (2)180 -- 80' CG-6 TO BE REMOVED PROVIDE CONDUIT FOR ELEC SERWE EXTEN. AS SHOWN DAWSON INVESTMENT. T.M. 63-8-2 ZONED M1 i F R rV DAWSON INVESTMENTS T.M. 63- 8-1 ZONED Ml USE- OFFICE USE. OF rCE/WA EHOIISI G 4. F;L, -- -- ADJUST HE1G1�T aa' AS NECESSARY 320 l0 VA RTE 651 1� SM-12.5A 3" BM-25.0 - - 250' SIGH( DISTANC��---� 80' CG-6 TO BE READ �_ ~- 250 SIGHT DISTANCE/ 8 210 1�" SM-12.5A J. BM-25.0 8" 218 2" SM-2A 8" 218 - DAWSON INVESTMENTS T.M. 63-8-3 ZONED M1 USE: VACANT PROVIDE VDOT !/ TYPE III BARRACADE OR EQUAL PROP. DUMPSTER PAOI PROVIDE 6 F7. HIGH OPAQUE SCREEN AND DOUBLE SWING GATE PROPOSED 36' PRIVATE ACCESS EASEMENT FOR USE BY ADJOINING LOTS PROPOSED PICNIC SHELTER ON 12' X 22' CONC. SLAB -- 5 PARKING SETBACK -------'--____-- N46'08'28' W 414. 05' PROVIDE 2 FT. CONC. FLUME CURVE I RADIUS I LENGTH I CHORD BEARING C1 25. 00' 38. 96' 35.13' SO '30'001 G Ro1PH/CSCALE 30 jo bo IN FEET f inch - JO ft. I.M. 6.5-8-,3 ZONED M1 USE: VACANT -12" WAT,4 WN i.. PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-8-3 EXISTING PARCEL A 14.61 ACRES DEVELOPED PARCEL AREA - 3.02 ACRES DEVELOPED SITE AREA 3.11 ACRES ZONING M1 ADDRESS DAWSON INDUSTRIAL PARK, LOT 3 CURRENT USE - VACANT PROPOSED USE OFFICE DISTURBED AREA 2.08 ACRES SETBACK REQUIRED PROVIDE D FRONT 75' 114'/198' SIDE 25' 128' REAR 25 31' PARKING 5' 7.5' BUILDING HEIGHT 60' (MAX.) 24'(+/-) TOTAL GROUND/FLOOR AREA 12,478.50 SQ.FT. FAR ALLOWED 1.0 FAR PROVIDED 0.09 MINIMUM LANDSCAPED AREA 25% 0.76 AC. LANDSCAPED AREA PROVIDED 1.87 AC. 62% PARKIN REQUIRE PROVIDED OFFICE (1 SPACE/250 S.F.) 50 70 HANDICAP SPACES 3 4 LOADING SPACES 0 0 PARKING LANDSCAPING PARKING LOT PERIMETER 1240 FT. PERIMETER TREES REQUIRED 31 (01/40 FT.) PERIMETER TREES PROVIDED 31 INTERIOR TREES REQUIRED 7 (01 /10 SP.) INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 38 TOTAL TREES PROVIDED 39 PARKING LOT LANDSCAPING REO'D. 1900 SO. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 3544 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS, 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA-- 150 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING OUANTITY o PIN OAK 2' CAL. 0 6' ► CH AS SHOWN 20 RED MAPLE 2' CAL. 0 6' HIGH AS SHOWN 19 HETZ HOLLY 36" HEIGHT 4'-0" O.C. 8 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS. 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 10-120 LBS. PER 1,000 SO. R TRIP GENERATION (TE, 6TH EDMON ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 138 T.P.D. USE CODE: 710 RECEll °_-l.'s MAR 1 b ZUUZ DEPT, OF PLANNINGICIFVELOPMENT w Ln � :m ZoZ W U a Q � ao 00 5 N � 2s o� Q N � M C m ao C C a3 v O:RW O � Z o V W SCALE: DRAWN BY: RAM PROJECT NO. DATE: 412/O1 SHEET 2 cx- 5 A t - r r- 1tiI . - g.,_.. �_ _ GENER�4L CONSTRUCTION NOTES . 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless ,otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Deportment of Health:, ,Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shalt exercise care in this work so as to avoid damage to any utilities. Any damage shall be the ' contractor's responsibility. The contractor shall notify ail utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-777y7. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified. :in the field by each contractor, prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain;'ot his expense, all permits required of this work and ,shall faithfully adhere to the permit conditions imposed, 6. All gradingg for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibirityr 7. Cutsheets shalt be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should. show existing ground elevations at centerline of utility, structure or rood, and offset hub elevation. EROSION .CONTROL i, A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and ermanent erosion control structures and methods to be in accordance with the Virginia Erosion Control guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control 'structures shown or as required during construction shalt be continuously maintained throughout the period, in which areas are .denuded. Areas shown to be surfaced are to have stone base installed at the, earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean 'up and restore disturbed` areas immediately upon completion of pipe -laying in the affected area. 7 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning, of landclearing debris requires a permit from the Fire Marshal Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained, at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY , 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall' additionally meet all requirements of .the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services ,on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in size. Before a pemnanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to ,be set to the final grade of the 1ot; 3)', the distance :between the top of the cover and the yoke bar be between 18 and -21 inches; and 4) all components of the meter box assembly to be in proper working order. It is developer's/contractor's responsibility to have the meter box assembly. installed correctly. 5. For water and sewer services that 'connect to existing lines: a. The location of the service bateral is to be coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work will begin. b. The Authority shall furnish and install all 5/8", 3/4", and t" water services. c. For 1 1 2" and 2 water services, the. Authorityshall make the to and brie h i / ry �. P S the piping to the property line. The contractor is to furnish and install the meter vault assembly, The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is tapped for the installation of a new line: a, The Authority shall furnish all labor and materials to make the tap. b. The develo er contractor must: 1 make application for the t 2 deposit (before p/ O etop, Opay p (beio e work begins); (3) mark the location of the tap; (4) make final payment when the work is completed, 7. The contractor shall tie-in ra new ilie to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ bockflow prevention assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines, shall hove a detector double check valve backflow prevention assembly or a , RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. VI GINIA DEPARTMENT TRANSPORTATION R M Tf 0_ 1, All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) o g. P- r,L:R Road and Bridge Specifications, and Standard.., The Virginia Erosion and Sed"ment._.Cont,.o..,egulations and any other state federal or local regulations 'a licobie. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. Y P P 9 9 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT rigght-of-iwoy, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of V170T's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, an and all utilities including traffic si nil oles, 'unction boxes, control P P " Y g e pr � lets, etc. owned by V.D.O.T. or private utility company. It is the sole responsibil y of h In conflict with the proposed construction pp r i ill facilities r 'tem hr ma be co c e a st the developer to locate and identify utility o items which h P Y YY P P activity, V.D 0,T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control 'and safety of traffic may be subject to change incurred result f n yi l revision wll os deemed necessar b VDOT. An additional expense ncu red as a esu t o a fedr be responsibility of the developer, y P y 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for P q 9 ry any work on VDOT right-of-way. 7, if required by the ..lociI VDOT Residency Office, a Prec nstr c i n 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. 8. Contractor shall .notify the Jocal VDOT Residency Office when work is to begin or cease for any undetermined length of i. V T i(I 4 Inspection. t me Dp w also require 8 hours notice for any 9. The Contractor will be responsible for maintainingadequate access to the project from the adjacent public road- way through construction and pmaintenance of a contruction entrance in accordance with the Vir inia Erosion & Y 9 Sediment Control Handbook, Sec 3,02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in, Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor- she`ll ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. 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 at conflict points. 12. An 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 V.D.O.T. 13. -All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. 'Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative Of the location. When soil samples ore submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D:O.T. standards. 14. 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 shaft 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. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developers responsibility. 17. Prior to acceptance byy VDOT of any streets, any required street signagge and/or pavement markings must be installed by the developer or, at VDOT s discreltion, by VOOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from ithe District Material Section. Contact the local H.O.T. residency office with any questions regarding sign material and placement, 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unite and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control' strip as -specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D,O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge S^pceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shalt perform these tests. A .certified copy of ttre' test results shall be provided to the Residency Office. In addition to checking storn depths, a V'.D,O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip. 21. Approval of these plans shall expire three �3� years from the date of the approval letter. 11 22. CG-12 Curb Ramps (Persons with mobility imparements) should be constructed at locations shown on the plan sheets or as directed by the V.D.O.T Engineer/ Inspector. I I Im I IT q . L P( ) a '. ,.it. . ',.,. ,. �. -1 - I � . - .. . - � . �� Y h F`'r ° t 1, 1. I° i ., dy.: - . T'� C _ -11 _.a$,r"f.` a 1: - P F�a' .Y :. -o- e 1.yy < . 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' ,., .,,. ,,�4.' w.., Y3.: 3 x� p °'-„Y...,i: T-^ . x'„� ,, ,r>„�.r e:. , ,: �, ,: f ,•11 i - .,a,. ,rt „er,,n* t4 - �' ! 1; 'Ji d,,.h : tx .^�� s {_..a ;,,pr ,t ., ";rst ,,, t; , -� ., fi: x, ' r x '"z4•+ , r, v:. - x p, x. so- u _ x . ,, ,.a. aF >.. _. r f a : ', ,. , .. : -, , u. x . !+ �, - x: ; t , , 8'; -. J, , .:. b F:: `w 1 I t .c•S v , t!.'e, .,iiz. w- . �..,-1. . tMr' ., d >r7 4 :. 15nrite f'a.11M I-0V �! 91a98 Ti��11t�t11�'�iTer Fr�o�i,.'010ns rw��;T4'��,topo,16` r` ,) Vicinity ,Map - Scale V'= 2000' APRIL 2, 2001 gil�ert w. clif ford . Engineers - 150-C Olde Greenwich Dr. - Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 i & associates, inc. • Surveyors 200 North Cameron St. Winchester,,, Virginia, 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 . SH.EE'T INDEX 1 COVER SHEET 2 SITE DEVELC>r'kIENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 SEWER PROi tLE AND SECTI11 ONS 5 Ut MISCELLANEOUS DETAILS 11 Owner D,evelope r: C. BRUCE DAWSON 110-A INDUSTRIAL DRIVE WINCH _ INIA 0 I;STER V1 RG 226 2 PH.: 540-869-3951 FAX: 540-869-4988 �"• f y r 1 f s ,EIPAE SITE PLAN � . Approved by Frederick County Zoning Administrator I I�U 77Z)��AM46'2,�',9�-Q- Site Plan Approval Valid for 5 Years From Date Shown Hence Date a let i11 •: / r „ i e 0 NO. 020674 1 P & / a � I Id, VIIi .L.. phyv`. STR 1 i ' T,t'IST. 5 T R - Vvvvill I T!'PE• Dl--I DAWSON INVE51, , NT J DAWSON INVESTMENTS l RtM� 799.25 °"?OVtDE ES ' - - T. M. 63_ 8"2 • ► I Nw 790m T.M. 63 8 1 j INV = , 92 00 1 h I ! ZONED M 1 ? I i ZONED MI } (SE:OFFICE/WAREHDISI�VG 1: U$E:OFFICjE __T ! 1 t I , i, ` EX. Cis 1 i ' , ®®®®ease®®�"e®®®®�®®e G®®®e®o7000G _ . i .. - s., � ._..-___. EXI''lttdG 8 F'VC SEiYER ...,.._-�H.�3`° !-;'•,�. ----- °�' Q®8 8� - ` EX. C'r. r,KST SEWE✓� MH1 _ - - m- - - - w C 11 - (NV. 1N=: 7 720 .. ,rd►! OUT= 11,8700 EXIST, i . ,. ,J TP _ ! TYFE, DI"3B : ADJUST HE1G j 5 {- ,. AS NECESSARY E X . DAWSON D R . 320' VA RTE 651 .� 4 .------'------------ -I-'-- '--- - ----------'--- ----""' ---- --------------'-._._�--#.._- -- -y--' ' rJ: -- I t -F_ I -- • I -L-- -- _ -� -- ,. ' 00+9 .00+>�; _. oo+ti 5 4 WN 2 5 MPH (U N P O S TE D) oo+� 1.5 SM-12.5A EXTEND HEAVY DUTY+z # oo+I; (i I I•, l �., f 250' SIGHT DISTANC i -F 250' SIGHT DISTANCE �- :5. 0 K OF ` • 3 BM-25.0 P VMT T BA 84' CG-6 TO BE REMOVED tt ! 80 CG-6 TO BE REMO D 8 21B RADII R. :.... :. INV. OUT= 783.25 7_4 • s :.•.. •� • . , ..... , E 'I;TING 8 PVI" .:��iER Ex 1.H. AS:I - ll 1 TAPPING SLEEVE �''t 1;•• �(y ' ._. , ;.,+ 116V- . �.. i INV.= 78780 AN VALVE 8Y FCSA EC-1 TO REMAIN 546'08'28 "E r i X, _ X. 20' WAT R l �i E E ,1� 1 4. �rVA: k MAIN : E Iv � 0" �` 2 E ._..._-_._...._....._......-......_............�.-...._...a_j ,; _. ....... ..... ......_ .. . �_•r•x'•.r-r.r r^r•x.. ... _...jt� K� ..__..,.. _..._. _. - _ ..5 _._ _...J t,. - ....,......_._._..-.,7. •.'c.. .r Y..».-..-...._......_._.._._._,.-..._.....-J �_.-...-..__.-..-.._.....E...:...-...�.--......# M, `-............._....._....�_.......:.._..»: �...i{. }.. 44 ,! \\ 3 EASEMENT - 4 " 5, n P 6 Yfr-°SUR'Z. I SETBNCK I` e 1 [' E.T. 2 + .5 P LNG 2 +oo i-` _,._. __ : � .'..., •�,.�- - X. E.H. ,�'SY i. . _ W T'RVN :1;.'•.1.' ' EE D AI ' HT 4 ... p 1st ff ROP .'Dl�'1'.. PROVIDE 2 I .J .1:6. Sp4 S:' N44. R E RAN= 789.25 .. CONC. FLUME I T - I .. .. N. OUT= . Z8S WfTFI.T.4L X� ............... 8 .. I I t r. 'MITER ME7ER.:' INV . 1NT 785M ....... j I RIII= 793:00..... :1.=' .1 1f� R.' ............... I t / RELOC4IE fX .. ...... . lRELANE ............... s PROVIDE CO DU_ `;:',`:;; :..'� :.: .:..:..:. ' :H�O.AT=1..:: 1..F.,. 9 P. AS. SHOWN ...... ............. .. ... ...REQUIRED.. .... 1 FOR ELEC SERVICE . • .:J ............'.'.'.'..' PROVIDE 2.FT EXTEN. AS SHOWN 1..,.:.................................... ....... ' ' . CdNC::IU. }. l- 1 WATER SERVICE .... . .. .. .. .. ...... ........ .... c) Iol .:. :':1:Q' spa es . :cc :I.1z ;. ,..,.', .. .. .. .. .. .. . . 1.5M SM-12.5A ! ! ° .... 1 ; SM-2A .�� 8 21B .. ... .. .. .. L POLE, 20 ® ® � 21B I 8 .paC $ .. PO GHT (TY 0 4) 211s1' _ :``''`''�� I• s�'`�`� .. A :1r; er ace t2 SM-2A ................. :: Rl:8" 21B ............. C:72 .......•. SRCE ..''...... ........S 1 1 t.'..�.�..'.'.'.....' '.'...'.'.'.'.'.. .'.'. '.'. ROOF DRAIN TO DAYLIGHT I I I'.f .............. • ............ ... �.:... PROVIDE VARMINT TRAP (TYP.) a �" 3 . CURB ;TAPER: .; ,�, ®" PROPOSED HANDICAPPED1 DA WSON IN VES TMEN TS:::.:::' ' .x t. 8-3 TU P}iVFMEIVT Eta. l L` b i `: T.M. 63- ..,��.�::<��`.:...; :,;�,:......:: � :.'.'.'••��•a•.. ��:'.�:.'........'.'.'...' �.'.:'.: .... .. ... ---PARKING ACCESSIBILITY ZONED M 1 �..'.. ::..:...... :1' . �.. ' : 6' DOUBLE DOOR SIGNAGE. POLE MIOUNTED, USE: VACANT (TYP. C �• ..... CG-6 (TYP) z w w w a Z 0 N ......... .. CG-12. IJEIL,NTtON ND STR. pae s '......'..'.'.'. H 0 / IL INV. OUT= 779. 0 PROVIDE VDOT I TYPE Ill BARRACADE C Z / CV s p _ I' OR EQUAL I I ® hPGPANf 0 p / II -- - -- RD �- RD.. r I PROP. DUMPSTER PAD PROVIDE 2 FT `J / _ ° PROVIDE 6 FT HIGH CONC. FLUME _ • ° F OPAQUE SCREEN AN I IWO GAL U/G t� �� j DOUBLE SWING GA PROPANE CAS TANK W / LuCONCRQ ° ` O LLJ DRIVEWAY U / = L[) 0 I h� .:. I o I tL/z Z 128.02' O�Q N^ a :...........::: l.l..l PROPOSED 36' �, PRIVATE ACCESS Z ( i -------- 0 j cc-iz :�:':':':'.'..: 1 QL Lu EASEMENT FOR USE I I / m q ° :: ' ' - REV..6GUTTL)R BY ADJOINING LOTS T.J , PROVIDE 2 FT CONC. FLUME CURVE I RADIUS I LENGTH I CHORD BEARING CI 25. 00' 38, 96' 35.13' Sol '30'00 "E I 49WR12 SCALE w 0 30 15 030 6C� o � 3 /IV FEET 1 inch - JO ft. 3 a DAWSON INVESTMENTS T.M. 63-8-3 ZONED MI USE: VACANT I 20' I I 'k:, 00+0 I T_ t., J L i i 1 O Dz } z � Ot U s VJ Lu (y GENERAL ELECTRIC CO. T.M. 63-A-57 i� T.M. 63-A-61 �--- ZONED MI USE: MANUFACTURING ^O I L I ,i CAfp - PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-8-3 EXISTING PARCEL AREA 14.61 ACRES DEVELOPED PARCEL AREA - 3.02 ACRES DEVELOPED SITE AREA 3.11 ACRES ZONING M1 ADDRESS DAWSON INDUSTRIAL PARK, LOT 3 CURRENT USE VACANT PROPOSED USE OFFICE DISTURBED AREA 2.08 ACRES SETBACKS REQUIRED PROVIDE FRONT 75' 114'/l98' SIDE 25' 128' REAR 25' 31' PARKING 5' 7.5' BUILDING HEIGHT 60' (MAX.) 24'(+/-) TOTAL GROUND/FLOOR AREA 12,478.50 SQ.FT. FAR ALLOWED 1.0 FAR PROVIDED 0.09 MINIMUM LANDSCAPED AREA 25% 0.76 AC. LANDSCAPED AREA PROVIDED -- 1.87 AC. 62% PARKING REQUIRED PROVIDED OFFICE (1 SPACE/250 S.F.) 50 70 HANDICAP SPACES 3 4 LOADING SPACES 0 0 PARKING LANDSCAPING PARKING LOT PERIMETER 1240 FT. PERIMETER TREES REQUIRED 31 (01/40 FT.) PERIMETER TREES PROVIDED 31 INTERIOR TREES REQUIRED 7 (01/10 SP.) INTERIOR TREES PROVIDED 7 TT REQUIRED TOTAL TREES E Q U RED 38 T T T P H 39 0 AL REES RO DED PARKING I LOT LANDSCAPING APIN REQD 1 . FT. 0 5% _- 900 SQ PARKING LOT LANDSCAPING PROVIDED - - 3544 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP, LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE GROUP B (BUSINESS) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117.1-92 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. 12. NOTE TABLE 503 OF BOCA FOR HEIGHT AND AREA LIMITATION FOR TYPE SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM 13. H.C. PARKING AND (BUILDING ACCESS APPEARS TO BE IN COMPLIANCE. 14. BOCA CHAPTER 17 SPECIAL INSPECTIONS SHALL APPLY. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL 0 6' HIGH AS SHOWN 20 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 19 HETZ HOMY _- 36' HEK;fIT 4'-0' O.C. 8 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 % FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT, TRIP GENERATION ITE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 138 T.P.D. USE CODE: 710 0I V 65 Z cn c 9 g00 00 aID p �.. 0Lu L U. .� w r>Q m • dD s_ Cd � J 0 • w 04 N �N a� At 4t bQ�>u w 0 SCALE. DRAWN BY: RAM PROJECT NO. DATE: 412101 SHEET 2 of 5 f 1A EX I L Ix. CG I/ ........... L= EX IS T. S TR �\ CONSTRUCTION ENTRANCE TYPE- D \EK DAWSON DR� WITH WASH RACK REQD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . -7 d 01 + p C 00+1/ 54 5 0\, 00+9 lWr-) 2 MN, (UNPOSTED) r. 44A EX. D�_ INV. OUT- 78325 AND _EL . ................ m FIT ..... ..... 11 , , .16. 0 40 .. ..... k�l 8.00 _2+ -4 I VC 798. 00 7. JO 0 T C .57, lu • PR( P. DI - v 788-25 PR RIM N'.2 /oj-oj ED, DI JB R) kl 781 L��Z89. 00 Mc: G T C 788.50 PROVIDE EC-1 Lo- 4 FT. 793 5 I T C 788.50 c� ITIC 789.201 te T C 79770 7.85 A 4 4 C 789.67 i i F i f cA co 0 0 LL *Poo .0 D 10 rTTC 7 9 7. 9 [TC 794.5 co [I W7 18 HIGH CHECK DAM T C 797.4 4 4 VDOT CLASS 1 RIP RAP R RD A 4 LVL298-501 C 796. 00 ORWRI110 20 70 0 20 40 IN FEET I inch = 20 ft. =79-965 I TIC 792-501 IFIC 792.50 PROVIDE EC-1 4 FT. 3 FT. LIMITS OF CLEARING . . ... ........ I 9 �D z tq C\j u ul 0) rl--_ LL U- Lu u- o LL s�l I 'A RD LIMITS OF CLEARING n) i-) Mieru"Mll 44 4 T C 7 5 .0 L�& 791. ROOF DRAIN TO DAYLIGHT P�OVIDE VARMINT TRAP (TYP.) "IX D17ENTION 60 STR, IVV. OUT= 7700 RD — I TIC 791.70; c, ! iz i DZ (ZD I TLC 792., 101 Lu < TIC 792. DZ cn FTTc 790.75 r\ < RD [T/"C 789.001 PROVIDE EC-1 Lo= 4 FT. W_ J FT. TIC 7 w cz Lt u- -J V) z '04 LWJ 0 2 Lu OZ Lal Lv—n) z LLj Cz, 0 w lJ LAJ C) 0 0 < ndWoli ow-z-) i-h,V777.91 Q) SCALE: I "=,?o DRAWN BY: RAM PROJECT NO. DATE: 412101 SHEET 30F_5 m 3 0 I 0 3 moo, 1 112" SM-12.5A�`' 3.5» BM-25.0 8" 21B 32.00' VDOT CG-6 W/ REV. GUTTER SLOPE 2» SM-12.5A - 8» 21B • CO C�) G o 0. W II Z Z 0 U 00 L'J 798 /92 792 M 786 DA TUM E� LE'V 780.00 780 0+ 00 PROPOSED BLDG. F. F. 792. BJ 23.50' u 23.50' . 20.00' 22.00' VOOT CG-6 VDOT CG 6 W/ REV. GUTTER SLOPE VDOT CG-6 12" TYP. _ - 2» SM2A --' -- _ 8» 21B SEC TION A 1 +00 2+00 PROPOSED BLDG.- F. F. 792.83 20.00' PARKING VDOT C( W/ REV. 2" SM-2A 8" 21B 24.00' A CCESS SECTION B Provide 8" plug SDR 35 spigot by gasketed bell 45' bend (see note) SLOPE SDR 35 8"x4" gasketed bell wye (see note) location marker stone i 20, 00' PARKING VDOT CC-6- SDR 35 spigot by R SDR 21 gasketed bell adapter 2' 3' minimum \—SDR 21 gasketed pipe and fittings SCH 40 solvent weld cap property life 18" 4' pipe at 2.00% minimum grade concrete cradle it top of main is greater than 15' deep 36" min. cover treated 2'x 4" with - top 6" painted green Note: If top of main is greater than 15 tt deep use heavy wail SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 0 V N�� T� � U .� O ..r ? > V � O ao ao • go co 0 c c a_ ad O • w too *"4 001 W SCALE: 7 —2U DRAWN BY, JDS PROJECT NO. DATE: 4 —2 — 01 SHEET 4 of 5 SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE -1 FT. (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE PR 0 TE C TIO1V 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF (hP dl ; asllr quireedd STAKES. r 4 ENDWALL 70 MIN EXISTING I'] ,' wum PAE 'C� PAVEMENT VEMENT 11I1��pp 6'MAX. A - 5:1 `� Bo!om ', LLDAIWW SLOPE 90 11RaWA pipe fill dwM ule 40 steel 3 e' •.j; SAGGGIM and painted yellow 4,;,.. T FILTER CLOTH' 6" MIN A MOUNTABLE BERM wJ)0 PDSr a e `. �r: 2 OPTIONAL) /S� <,< Da �rz r TOE OF FILL �" = f� !� f �II� SIDE ELEVATION k� � ,(S °A `!" ' 1 B" dia t'-6 O CULVERT r .'. •' wood RAIL- SIAe WAW W_kSE wMSOWTON) `L o concrete .1,s r, EXISTING (GROUND 3 �I r- /� /•�/��- encasem7m ent -�: � FLOW � - 70' MIN concrete / T Mwuet block III III I B*A"AK10' MIN. BOLLARD DETAIL I?' pA 4' � -�- CRom rowalc y *:11AI 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT \ b \ TO STAKES AND EXTEND THE EXCAVATED SOIL. 12' MIN.*1�-N EXISTING 6 direction of setting to be approved prior to installation IT INTO THE TRENCH. PAVEMENT - SECTION A U to' o' (2) 6- caIC" `1 12 FT. FRIM POST TOE OF FILL \ t4.r 0 0 I as required concrete pad V-6" sq. x 6" deep 0 0 VDOT itl I TO INAGE IO' MIN. r NT SILT FENCE o o e / COURSE AGGREGATE B + TRAPPINGDI.DEVICE DISTANCE IS 6' MINIMUM IF FLOW Z" min. - fi" max. IS TOWARD EMBANKMENT _ -' II � II MOST EXTEND FULL WIDTH PLAN VIEW \ I� I� OF INGRESS AND EGRESS PLAN VIEW OPERATVON FLOW / � � t1 � � I lot 9' screw 4• aorta type FLOI• /" 12' MIN ON adjustable INi ,.m Val ✓e box OOMMECTM OPTIONAL STONE COMBINATION III'. - ,,, I 3" MIN at°� ne to be d 6' above top of base El 0 locator marker SHEET FLOW INSTALLATION 3" MIN (PERSPECTIVE VIEW) ; /et; oTO rCK G a coRaEN I egawg TO lQa( DIES M OPEN 1.0 1,5' I I FILTER CLOTH s $alnu 2) a03D{mrtarrs - yt -i•-}I SECTION A - A s>m "eN� `2' 24' `�'�' "ate ' • F 1< I I z' SOUArtE siFEt ,r`• '"''�• �'�' I i CTari' n.tG}.' \\ a + t r ji:tH mechanical join( FLOW - t� 6' tv b a leewith 2.5' +t+•k+ +, 3 {' 6 branch -�- CDNCFrR roaNc I' a raro " Ilan FIRE HYDRANT ASSEMBLY • POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCE D CONCRETE DRAIN SPACE 3' 6IETNEEN Bordms 3/e' sPAssc Figure 9 VDOT ;�3, #357, {J5. #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECT -ION B - B HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION)FRONT ELEVATION ----------------------- ------ -- - SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: Adapted from Wiltdatlon of Stray and Fabric Filter Barriers for Sediment Control VA. DSTC PIAtE. 3.05-2 SOURCE: ADAPTED frorn 1983 Wand Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 STANDARD TRASH ENCLOSURE DETAIL Sberwood and Runt END -SEC r10N 12]-80"PIPE ALT ER NAIE ENO -SECT: ES-1 _ - �a n° GRAVEL CURB T SEDIMENT a � roar Grrpp .rn ON 12"- 60' PIPE DI -I Sty a.»w pw'•M aTtS - bO drN, Lryrr �Ur / RB INLET .coo r]d m a+wr r"t ..anon. H„ b r,A .,.• M w ',e .rrw d 4'-Y / : t/yprporN on r«t rle. ]Pcgom-,- r'<tldq NM M° Ma.OrN_ Sid St 1. 7 r' _ - _ cprr•ae drw rmpn io� c f - .. ,_ - �^ 'P__ _ 4 %�. ytan .•.c k+. „s.,.;d a.p,n t•+1 a a• KA' !a. a•wrr s.Arn uw _ P* ua L'O+t _ _ - 4' _ T d V. lerA Y [o,neticc vs ! 1°n "r T° FILTER _ - illx 1. x I X _ X� cc,tr- Ye.e w]«,,r.<daorl✓t+rblry wNHn+eaNeu.° _� I 1_ - omue..w:iw ' r a 4rrpdaC! tlSTdl.pd b Is I r71a:Ntal q�e PWW..6% L= ii �-. Concrete rb r --- E 000 P to be k i . r e A b.e' '. ,u nnt.eq and orw dA rroowr.ds rr oorla lr. rr srn'w fvr. T 40O sSI Mr ♦O00 P51 On ry I w - k ore "o Te« Srdlr '-y t A A I t ,avo•'q •str a .,•n.rkewttrmed.>, w •e ----------- .. __ - /• BOX and COVER , !- EH ii c� { � � 1 METER __�- i . e t i i � E b . N'- It-q'-e'a i4' r ..., .nwl t•.npwta-^--�_: - .rd 1--� ___.._-...- .- -' _ s ,� �``- I I I ✓ - ` O A METER SIZE METER BOX METER BOX COVER f -•-' .... _ ._� �:, _ _ tt _ TM 4+, •.W To, nwear 0• <cM �n yne• rYYKX ALI(AOKE R�<G4t hN1 \\ A!t coN w ploc. -" ,H< -1i. Clop A ] F. wwoN r04 USk N 'WR.C.d�f ST REE'r i..---. _. __ •>Inea ,i.o, `--' r o • rrrc LVI(Q rrn•S MD rlpprE/C'IAt rnr COA,v cs rmrw Non -Traffic M32C-PW PLAN PLAN }} �ryaPtAln ,w caul rrut i,dnc AArI r,ay I \ . 1 �.:• _ *rPNw,..w' ah.., SNro«an n^n.t+•r,re- RADIAL PLAN car r,4' E,�A.wrEs Traffic A32HH-T I ' Sb T cT1 a srlr R73a0 5. 8'x3 4" or 3'4' t B In. Dls. P dr ,n• d.•• r.11 M •.na N tram Pa rys I y 9 --- 1• --- C 9 SECTION A -A run ow ro tti by of Too • nr a p ar'H d• rn itoro _ Ncn T aiflc MC-30 (Frame) VJITH RML-1-T (Top Lid) 1 I _ r�- «e eet<ay !a e]�:mprtnq wrpw.] as nr 1" 24 in. Dia. i^ ry-� i \ 9� F•-1'-Y- Y; Ocrw rrnettvona Nn 0e dw.euJ tic M rye t.a hodv, A gyp-•-- / Traffic LIC.30 (Frame) WITH RML-12•T (Top Lid) Z_ FILA or••}I •a�SmpAn')p.et] nrM Mro RM.Mrl d to P,M/I pp.• Will, aqr I �•"nrrtsupe ll ! 1 hunt \•••. �' #.` � =-: f j rr \' • A 6 appv. 2' 4 0 ro cowracrren .rdrr �jr �••�• _ _ -J- ti Hl c r p l COrK'PrETE OWNTITIES FOR MIN OEPTN "ha" n f me]m<vo.tm.wrtar tr]ncv. - - _ - - _ ., t , P!•I !tFrMh.'J. rwa tw ppcw w o ours odix.nr - - - - p +w..r nao .✓e 2'. 1" A'oP.r xva se to wrt.y a•.:ck tole •n ac pa e40 C.Yda 6e w.'e +wc x d.n c.nrdmw cv hp.�m ].da r� frosted 2k 4" with �-'•` i �"--'`� r-- �� , !2'tort.pp• t 620 C. T4. Conant•. .'� y0d r.r' r•'X alir«.lur n•oh ff _ At!r ebR+ vi m•]< p er.o.[•a +r•N w.. , tsnbmsnr 0 Mr�i � tl+r� a itxdW P M ule. I.n b ©Yr � '� R e• o, tom[.;_. r' . <,w.d_ie.f '^-:•._ �_T. Ib' eAnc o-se620Ca W, rarc�r< N.or'pa �P -.., .... top a u° mm<men Pre dl• 003 I,a. numbr 4 n-Ieaddo.•h d: ,s'.acp marts rR ]a,w•r,r sidrd. « S,t ar ��oba;oPdye 2Prsu 0'M- lei' co rb mrc:<t. ..._ -..-D - I• ..___.... E ..- D __._.. ._.._y I•... E _._._ i ma1 nore.a. don ar,d,«p bralr w pPr,Vt. d staara t. U.a q ` o t�dfR A •ei.' : �.. .0 e. �oao.°• :r \\ AQI 0 4N' u HN pr arlp ono car v1 dWMMI _p o----- m ahuaM ter ]dN de.'9d •Z _ e•e meter CC)'Jer SEtFiONX-X EI�VIEW SECTIONX-X EYifIVEWSICruN31[al- 9ELr01trs'.Rcw -..__ - �_�-___-reS .._ _ __ j ti' _ `` `+.:.� set2'above zi ( fin redo prior N 'ION Pftf 419.S_ _.-Zt-T.- 3 ti _ _ a�' 4 sw e v vo .w p t 8' .. ENC-SMTION DIMENSIONS _. _ I T _ 4 -. '2.f' O' rr}+ wrq._ _---t-If -'' --4-, L,pr ro o. -_� 1 �_ as required ding � r ---� � varies DIAM A B C 1 0 T EEF r♦N.nncatP• --` _�\� �j n- I� 2,r>, i...e.a I D -j A-' TANGENT PLAN --oy 12. tie 7-O" 2'-d ' 4%Co a-0" 21_ . , II n '...Bl - 1� r 1MI All u•.r wte ,..MoaL ar onmwxe. �, \ K corporaton 18" 21' 24 �" n,.•t.,G In. dPW-.1 .. ttrr trts Mr. 3' stone beddingmeter b F.0 S.A. 1 E" 2'-3" t 9 4'-0 2'-6' Irbo, - � �` - 4 l i 4 -- j� '- 4- _, ! m muy �• w10.•,• yI•a rp In• caN .a surrounding mete e Sr T 3' Fir 4'-17 7'-0 4 iI h 51L I I • renrr vda 3 ce r ra ad.a surrou ing [w , , "P i •t a09-ori, Lqs x ]^urn /rrwn. rOTES : - L Zr +- 8� +Y tI rrd I ` •s.A+o. Ldt3 b. ! S Ord" 4.t% � I!:I v r ♦ r, rA. wa,].+ c ✓� �T rarr ro s n,A A 3 C.arr. r r a r! tvrr n ntvrar yr r I I P _ L J { 16NAw MM - .WA agar n.im ...r rr r+ii:;an r 1ne "R: stop f. r '- h.' 3` a La r n. .rr� .'t'_ a_ m wnmcron R. aAr urr - 30 f -(Y' 4' C 1 7 6 i S' 0' • - 1tlr^q "c d"• " .. b -w r'P a hw .. <'s angle check valve GRAVEL FILTER _ _ .,_ �: �- - ,w� } I �r -- wv o rr• Nu+ relwr p roN rt aeta.7rP Ora.+wo ra; nro ,rn' a vl.ur ar n•, e..'>r.° a,srsa.e 1 ^ 36' min 12" � _ _ ii'� - RCMr>-< cv,rl.mn '.. } with drain valve ? _ 1 uO��Lu� J4JU11 .t aYit -ram Had kwofu°r..u.o ,ger,a� r-� 5 3" Z., d'-I 6' O" 4 _., -fie- I w V r e RUNOFF WIRE MESH I 2 - aw - - �{> - .e ,n.] d .s s r w °< rw .,wurcaa .frA •eau r v d 4 +ry d min. an�le yoK UNO WATER p 47' 2' II 8'-2" 5-6n - -gg' r- CROON num,A rn°nr,.crAvt.nA. Ora m•s- balv8lve /-_ -_ 4 i 3' 3'TI B sTSEL �.y".4" w, <�. 1.4'sIAshoo. ~ ♦ �., - `-. - I--:_ r ,0<l0 7.m• la vlc� « m.n u v.rruAd r« d««Gw, w •ns mNw+� rtr<d FILTERED WATER 8' _... -n _ y..-,.._.F._ __._ _...._1 _____ _ - ' - -- Nwa o., ar r°.r . dr. w...r^rd s r.velr ro,rr y.a v.<y,r conr.r ,rov S4" .. acwrs A. po K copper 1^ 5. 0 �^- Imo, continuous e � to -- ',.•'9 t " J f \ SECTION A A n, nor .sy p Aevnrm ar] re w oe wn y , rw°rmt ,..vr M rrrc oe'tp p,+A,rdee d m. ro<lo rot ou m I - 'r'� Q � -.]� - urvn p nos in vuv ras, wr,rewn d rr"w r,m. 4rx.a,n: aa�re aw I ys. � 1O1 2 R 41F+ + main to mates + + `.. _. L• �.. e _ e ..__ _..j - l� ��.• _ I;, [No ru.cn r;n p r.o,w.d rN wla ra r rro .,eyo«,.•r: Ap ry rryr wdc C•.r.rr �:ater main 6" stone Redding ✓+ -+-___ I l� a sEtTlo►d t crLK_ r W w rani. v°P ml w r.cd METER SE PARTS -�� - I•l1TF.Fp4r,gltuanwn,rra.]]n art u.1 ,a wagw.]a.uP.<ws.n.Ruw.rnryn TrING - -' +$+++ c De». p, Lno-5.c1<r. } APMOXtMATE WEIGHT SAar rPaawaa<e [v►%ar• our twwr ab.b 'r e,unrry wraar ro eve rosyl we rn..,d.v Iri ;,oy.+e,+ -I SECTION Y-t3 _ -. rr :.re.•a.+s rrr pstN line meter arple yoke angle check expansion ,,, b. r r rr.-a�•:a•r- .e•.., 01MAISR,ws FOR _ yoko l •sF' t I / -u« .:r -� a, „p'.�:� -� size stze be I rahe valve wheel i+ +} + t G..srt _ •e n• . aye• re d.psn sr,o n on \CA51 IRON ONY/ 6u•. 363 ] '.91p - ' a.r ;b•• _ tl/Pn 1-0 M cm hdayb] -.In Srd',yr. C6 3 L'0 F. Pr srr yrr m rns VT 1 ra curb &gutter k + -_ r♦tM m b avAata. m rv,yf rre wvy.aa orb rrro-rab] 1` 5/BY3 4" Y BA94-224W HHCA9f-323-TV EC-23 Stteet .} +# I me d rrerree Il AcafaeM roh q Mf:,A! a a mrnerN q Aprrr. & C64-34 i SECTION B-R .dA Rarps r. V a. soca.e as ,ran on rti vpr r w ar: w w rro E �_ 41+t tl y IT _i _ '; "^T".i+"' psas. .wmuru:rer aNa•, /r.w tiro ari re rsbn rag r. ro w vordo a rwvwnk..-- ea Ya.reb cur. i rn•rn rt. ryr u 1 • 3 4' Y503 BA91-323W & HHC491-323-TV EC-23 + ++ + _ _.. #�`•d'o Um14 J F.r rP o� .Oft stdn.as Arn ranwcrlAp Pawav,srak r.s�.s I o 4 i P •AprS. ratw,� ,rmw a cw0 r aws a .Mhr s:armt rs r lamp. 3' ,} J da wA• ry c n 1. ytrw.cnrd •wrp aq vyr Ad wZ,r]wn7ny .V• a ar- fPo,N. a•] -At. ., Vro r• ra'tr C8434 & C84-34 # +,At'T + SLOPE DETAIL DETAit.S OF COLLAR AND GRATE r..a tPv .np..�n d , de.oN r aberOio p °1r10,« 01r at crop r lis"W, A.r.'r•bd ra ba balw owela .•nrx v D ,Nte I bs, rrp] f My alrporr AIAe �' Ir Er SEDIMENT III E,rsi/p AyerPl►]dvl baar.a ergp rnrr.rkrY d]a .rl.n Asay..rr. 1" i' Y50 BA94-444W HHCA94-444-Tv EC-4 m w + SPECIFICATION SPECIFICATION _-- _. ._ _ snncwo M 1 back of a 1µ #+#}+ REFFREN< FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS CUf113 fipM,IP nerrAl reE t° , _ - STANDARD DROP INLET _REFERENCE --- - INSTALLATION NOTES: sidewalk 3` 2 VIR;:,F A DEPARTMENT a - - -- F CONCRETE GUTTER 1 2' P, 12 -24 PIPE MAXIMUM DEPTH(H)-10' 233 (PERSONS wl).r AfOBLLl7r JAIPALRME'NhSIiTT :•IRGIMA DEPARTMENT 3022 t. Enact bcation of meter tx. assembly CURB INLET T RANSPOPTAT ION IO2 GI 1D30l1 uNy:I.rA /YY44/ae wl L. IAMIIWTAI Ia. MNr.a IZe 93 , ;G401 TRANSPORTATION to be approved prior 10 Installation. 2. Water service crossing street shall be 1 type •»• GIrW'e .ION b p bats . ,.._.._...... .__..___. _. _- - �� .+.a ,Thou.avow•o...':.cbo.axee.elv..wwelw«.� t• a M cc-tt DI-3a-3t3 3( ,p .p. raa•wwero i• t'r encased in x xx sN.a epp.eacr .,,.,. DETAIL I DETAIL 2 DETAIL 3 EC•I trnutti]peonu<', to pews »nt.nlnl pr,cNwdwrn ,, .r,b,e.v Irrn r. copper lead.. .e b. or A wrrorinq o, manna -a..0 ) `8 rrr r.rpn repro owr !..e SDR21 piping. The piping shall run from .o -, r.nd.av M. _ e - - --- --• -. _ . t.wtwl Eepsw A,.•--,:"-•- t SPECIFIC APPLICATION _ _ _ c, _ ._ X T I " t aoc«_t „a•,a] _.., arw ...rw.. beyond sidewalk, R•dgc moryalon i < b, I - - r r f sidewalk. ^ - -; � street, t one out beyond sld ark. Acerb � gmtr ♦" e AI A -- -- 111 --__ - ». st.. c r. rA.e s c•"« _ 1 X 1 TE r- - • >2 �ly � loot be on across F« NI}I. rt wN ��•". "TTIFFY � F f7b A sec d„ `y ETHIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS ,r 'srd. cc•e) 1 A I I r -+- DUAL METER INSTALLATIONp__ ____ .! �^,T}WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE • A '' rb' ` °' a INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED {+y}��{-y}��•��*1�rT.... nr....., 5,8 x3/4", 3/4"& 1" METER INSTALLATION AREAS. ImxCk t AI rN.E.i .,:•li. • t;. -- - I - Z - ``ZTSIS-Fa4 ..«,NOSE ,., LS t . I 7 1t)otiond tow Lr , � I / b' �- " \,, a- corp.tr - � it {o (i! �- ._. Figure 5 E •pan«on�i _ �_ -+ E,pdnai0n rinl a __�L -- GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. i �+ ��, ''_-Asr _YbA fwrd two• .lPr.. ♦.Ir + 3N------ ' _ L pr. o '..uy rs•yrN A.e -- srr , sen , A SECTION C-C -� a,•aw �A e 1 , �-r. yrn« b' oe� ri gar Not. w"ttb 11- 2'.0' o+ os «aa4t< road.ay '� r, Wr.W Aar . . will r ...rpw ] .rAw Lwr -„.; ... ..rl« N a ..,r.lypl.nl SOURCE VA. DSWC PLATE 3.07-6 ,tw.n «• lypitol..._1b"�•\.. z:.t•`t I __..._an----.._.._-•-� I ...._ ._ 'w"..4� oLAN �r•O. e aAr w.E -- PLAN vfEw I T a` I •' Ir.. 1O'Ib a«.:r• •h♦ a•W .n » »' W 1. rAr, : nS. w• .aaa^i teal. ! ' .1I Van T uMl b L«► r a." •M e,N«. _• �.. ' SECTroal e e 17, Con,truc, wear chu,9e..,I. o ao.prnfc c... t.enpx,M �- Y _ • _..�. r_�� / A: B _ _ _�_._r FrW.. aoralatde L __,-..-.. _.._ ._ __. .. -,� SECTION A -A SECTION A -A i rMKy,pry]<tp«,rw Po.(ylr.rr/rldy.p YTH `4'..+M+++s.'+ r ,� ,lor,<w•w..l Prune codominote leaders --•_ DO NOT prune terminal � r courts V .d r.v rr«.r ..ww i \ r 9" eow.ub r ..ECTiON A -A l _ q r tD rva e.aa w. • r: r-- U u __ . _._ _..._._ a I r : n - leader or branch tips 8 0. D. Cog. Sn..da, .. \ -"°'.-'-" "" Prat °"° -.r. , .., t r �, � CAREFULLY COMPACTED Opt.-,.•-r la. lira Sbee/Cna.tga ems_ - �j NOTES -tr '•a b,ww• rro• A...., p9I .w, p+..a ^.. E''_ ) - -rob»•. _ .nCga,tc r}1 _=-..a ar.a.. Prune rubbing or -_�_ SELECT BACKF/LL VMin• RPPd.,or = .__��_ .__ - .- -, - - -- -- _ wn.r. St'C CG"is sae /or .nlrar,c.] tr."It ♦« .wFg11..• .+]ra•rolone D,n•rwa 3. +o yo.rr tp aof.che•. eulw 'M earn• I y<.e •,el, / / b---- T i rwl M ! I Cr05$ b(00CheS nc0ow .iln yp0 0 «I.. P]ea]e +d,n lw! FRONT ELEVATION rAe '64 the lolorin _ _ J4rre. o r]wo- w•'- Wn �_.` Sep. Cnar,q. D J un our apa'Mra A000a wre.al w r.•wlrq noror .wtsal alu.a when ". .sw. [ x raM«M . WaTr^I Rhyr b. can. t•Ut led ] ..all r <•,I,Itb« „ .a...�r.d (+r {yr.,L«]ir ytrbn b p as it IC<OrdT.rJ •„n • \'4PwM wes<IN 4 G Ow'.a • 1 / ,a' Yn /« Str set Carllctbn O to Its A/w In• /rr<rpl «'Y •lbgl o0l non 3J .-_ - ►I .'� nH«I < N:- ubuaa A „Irt nr, tn. mn Y Irr wIt.$ Np.. ^IYm Mwn tC a.rlom ni ., 'w�•'^•N. P Map I i.wrr e,<,e .• %j\ / .wbs:son r.a.w m• r.ln.,. -tt i R .a NruLIWM nor r d r. ]sat Wa rl,.�' b. it% De.<abb roc Conw..roo EnU porrw,.nt .dean con be pmAtrd h -0-- -- - We.. __ - -- D-- �t.•N w ~•- 5 e, U+,I Er iwr.i fhYr,q vosi oo _.erd'n •1<,•+ tau IH'.wY r bw•a• wo .gin - q 4 r.Mr'••'."4 P nonlra d AV n .« .hN ♦ t Ip " • �- . �\ `4\\ . w sre•owr adn d. w.0o7 .n .. »r< r L *'rw n"..r ,•< . r«L w ac.nqre r'�b rM dswa b.r+r. e � -� .:n<e • . - � ya sT , I \ Mru n c Wa rc•r.r •"+b o r rl - a r- rF SLGTION A A A Rod'alrrvb ar aamN a•o c«b Do• P�rJ i / s"'r'°..n°` N° !.r and a-,"w r or.,.» IAwt2,T2 •w•'�«•-"'• Prune narrow crotch angles and q"tlr snn•rol be ceP.t wi.d _... .. .._.-.. .___.... -._-_ ... _.. _ -. - -..� SECTION A -A \\' b.y-d lNo Rrw an. -opt for , .emoTee rom ,00c.,crated,.w aL Pu�'un was slum in dL; wooae Dt-3A' Dr-tJtt DI-3C DO NOT stake Or and water spouts '"soce,nert purpooro _ - .. .. ( . r n. w . hcohws ` _ _. - _ ---- Wrap Guidelines for Grade Charge D wn.A y..e w aeyunaron -:tn c_tonaora _ ___ _ 7 , r' t trunk unless necessary Prune broken branches /\��/ .. _. a . or CC; ' tn1 wrb tote on 'No •l-L.:--..__ - __..:...,�5}� A• Stonerd r. le b. Pdimt.d la mmcn t-r �.- }v ri D'- D R RipMIN DEPTH I t , , - " `- . ', r'. _• Remove all taps and labels [.scum Vdum. D< tv Yp.iN mw.olobt. curb c 11tir°ton - - ry 'P Rip Rap X i Lj N I I1g� ��( 1 `<IJbt. I ��. jfT- 1 � -� , 1• jt{( Nqn (mu. Ihm +600 VPDI 0 3 R SM stre,dnre cr.-n e« (:u.b Anrn,� d<agn Fabric , CNta l._.-_ r < Prune suckers b< d,ee Pt* In. sleneare SECTION D B G•ue - a n�`` u•drxn ta00taoo VPDI r 3 z b s Mne. W. nlronrr rued serous o•con..odece ' ' _-.__I w w f eeu:rnrntr o•_zpot.d ceor Mrr. rr1., sorb da. La, n..] Pon sus Vpl-I , s Y. e i its-:U.";�1,L ,r,r,a,.«, •bnmd b. q.r • la aM ,..Kee a,wr rr ..P• ^ . « +a.rr sar•r> -+ ' ! y Cut away all baling ropes - 2" -3' mulch kept away from trunk ,nee tNcd. In m dd' ...o... re, •r..'v :ab d,r....y roc ,i.,-. r++.'i •••aW p p<.nl plait •.a.Y . b r.wre . "r ww ]•1 V •+ M ...:w.a•., ctrAtL w.EN ,Taro .fe.woA 1. 7 i1cM.. TM "h 'd•r.N:ur. r,a.r w, re• rrerwrw a» rpa:•Iba or W pans w-n p ' I ••ttWn! '•Ow ur rr«I e, ,b• .0 l,Alp p. K T. l.r .r m. ]nit.n. ryrn 1•' �.♦r, Y ear'L7 -, •w. r°,a .e r,wa a .le•'1 MTATI. 1'0 CIMB • \i» TN7rcv tecnorl ane«n ;,n plan cr �rmal Nde No^e. Oorroo rrdh', uf.o dwM a rrel,ona «. errc.w°n vnr rw.«r♦hrp W oow] unG tik xtur d raam,o"] , e IT", e4TTEr 'w Soil well to Contain water \/\\ - lj xOpdonalePinr may b, slid for P.trrcea h 1.t .scllom d crernt. arch or ncn.rol pt„nd .'vll .• ae,rro^.a a. ,M cone.. !Q, '.P. b,l. rcnd:pr. r.]r a.r . n,• • T w�r � »ra >• wra' , v e. r.,r•, . :.• .. opt: nd %.A.. roar r.ylrr..orp.,q el P ^ �.� -- - - - - pe.t.n r _ ___ 4 -- - • «.».w .r.' - - - Remove top of wire bucket � . v.Rr to «<rlud< pondlno or .mar •+. ,wn+n,..,nun,• nd'r .+... __L_ Sq♦er I of 2 o SRLYPTOA - - --- - STANDARD CURB DROP INLET SnCIFICATION METHOD OF TREATMENT- sPECIF, CAT Of' R4 ERENGE_ _ •'DeiQ !2'-30' PIPE MAXIMUM DEPTH (H) -8' UMMENDED backfill sal eo2 CONNECTION FOR STREET INTERSECTIONS - 003 STONE FOR EROSION CONTROL _. VIRGIN:A 0 PARTMFNT i AND COMMERCIAL. EN1RANCES 204 zqS VIRGWIA DE RTMENT 10409 TRANS TATION Partially backfill, water to _ _ Widen and score hole wall -` wRprA. OEP.WLL[NT Of iRAti5POR1A21CM 203.08 414 TRANSPORTATION '14,01 9 settle soil, finish bockfillin -_ _ STONE Q1 Remove container and cut circling Area for water drainage AvGREGATE routs it container-grownU or as much Leave solid s°� pedestal - da STANDARD O not dig deeper than boll depth NOT TO SCALE burlap as possible if field grown O 3 TRENCHING AND BEDDING DETAIL Dig hole 2-3 times root ball width 1 ---- - -�- -- V - - - ---- O c; T= PLANTER DETAIIb Do scole NO. DATE DESCRIPTION - BY - CHK'D. -- --- H O F P REVISIONS a �K `) `. we clif f ord & associates, ins. DA XSON INDUSTRIAL PARK PROJECT NO. Id A Mislowsky, Jrz gilbert _ DATE Z O CERTIFICATE NO. - �� 4/2/0,T r 06'4 Engineers Land Planners • Surveyors ��io�o SE'TYE'R PROFILE' AND DETAILS R F S EKED PROFESSIONAL 150-C Cilde Greenwich reen9 nia Dr. Fredericksburg,�r Inia 22401 200 North Cameron St. Winchester, Virginia 22601 MISCELLANEOUS DETAILS Q ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 E-MAIL : cliff ordO1 bi red.com FAX: (540) 665-0493 E-MAIL wncliff®mI .co FREDERICK COUNTY VW61NIA J!- OF 80' CG- 6 TO BE REMOVED - i I \ • PROVIDE CONDU17 FOR ELEC SERVICE EXTEN, AS SHOWN DAWSON INVESTMENT DAWSON INVESTMENTS T.M. 63- 8-2 I T.M. 63-8-1 ZONED M1 ZONED M1 USE: OFFICE/WAREHOUSING USE: OFFICE Z" - k +yyamk 84' ADJUST H[Cg _ I rAS NECESSARY 320' l0 VA RTE 651 00+f 1.,5" SM-12.5A 250' SIGHT DIS7d 250' SIGHT DISTANCE J. BM-25.0 ^'��1 0 80' CG-6 TO BE REAL D - 8 218 .t ,... :.: .• .. , � �. � ,.• .' • • •'':,.''.;.i ,. • INV. OUT= 783.75 1-1 TAPPING SLEE�L EX ES-1 AV - - --- - - AN VALVE �,. ; '�,;� Q EC-1 TO RfA MN\,2+ 46'08'28 "E N 385.357 TLC, t �. 50 21 �`A ittalt� *. ET5' SETBACCK 2 00.57 , ,• ts,�-r - I+00 - I -- - - - - - - - - - - - -- - - - - - - -- ---- 1. N R T. -24 R L;4 , ►: ',j� .,r • f, SEE D AIL HT 4 !PROP. _ 9 ROWDfDf 2 A� r I�� P. DI 1 s $ 16 ; spores WATER ES>�17 RIM= 189.?5 P ® CONC. FLUME' ,.: • ; : x • ; n 5� :REPLACER -DI- i1W. OUT= M.PROPOSED PEDESTAL .1' •. WITH T-DI-3C� INV, IN= 785.90 8 1- 1" WATER METER lRELANE Q SIGN 15.5 FT HIGH { >. RIM= 793.00 RELOCATE EX. -/ ' 1- F H. ASSY, '? REQUIRED THROAT= i4 RCP AS SHOWN j•:. '.,�:'; PROVIDE 2 fTJ \ 1- 1 " WATER SERVICE COMG FLUME ..... I .t ' �, - e__ _ 9 spa cc- 10 spores CC-12 t SM-12.5A E I Sy2EWkK LITY j' . . BM-25.0 218 ' o-�❑ L E, 20 ®8 SM- 2A3. 21B I • �`+- . I • 1 i , 1". ',•. 8 $pUC(S P I \ ( 04) 21L61' x 2;sM-?A (TYP.) G • , f Ter ace ^. 1 8 218 f { 1 ;; I ELEC. SERVICE itp; __ _ -1<.-- RD LE. SERVICE 72 y' _ • v: • ••j•, � � - ROOF DRAIN TO DAYLIGHT ; • 1 .•' I :, � PROVIDE VARMINT TRAP DAWSON INVESTMENTS ; ' {;: - •t : 't:; I't• ' 3' CURB TAPER TO PAVEMENT ELV. %P _ PROPOSED HANDCA ")ED T.M. 63-8-3 • :.'�,•�. ,.1; .:: ---PARKING ACCESSl6` ZONED M1 { I ` r. `�'•: , �`' i (tYP.)I ^� 6' DOUBLE DOOR SIGNAGE. POLE Af, JED. CG-6 (TYP) ANT VACANT C 8 cc-12 f - i poc s /! 0 PROVIDE VDOT ='` TYPE N BARR"[ OR EQUAL Z i CV sy U- RD RD PROP. DUMPSTER PAD PROVIDE 2 FT, PROVIDE 6 FT, HIGH OPAQUE SCREEN AND i i 1000 GAL U/ CONC. FLUME +V •. ,. EX. F.H. AS`SY DOUBLE SWING GATE I PROPANE GAS AN 1' Z I CONCRETE 0.00' DRKWAY U/ �- - 0 i u- hQ ! foo PROPOSED 36' PRIVATE ACCESS EASEMENT FOR USE BY ADJOINING LOTS o I LL Z o --- O 0 N I LL i J cc-12tz z I I O a w > -6 (TYP)I REV. GbTTtR I I I Nt I I PROPOSED PICNIC I SHELTER ON_-_. N ii I 12' X 22' CONC, I SLAB O° I I I RD _:..�- -- RD I -� - ok'... I I I $ I I �--- -- 5 PARKING SETBACK_------ ------ ----------------------- --� ----- __�- - - - - - - - - - - - - - - -, 1 N46.08'28' W 414.05T T DAWSON INVESTMENTS { PROVIDE 2 FT, - - CONC. FLUME T.M. 63 8 3 ZONED M 1 CURVE I RADIUS I LENGTH I CHORD BEARING Cl 25. 00' 38.96' 35.13' SO1-30'00"E 3O GWRIj(ACSC.4L F bo /N FEET 1 inch = 3o ft. USE: VACANT I GENERAL ELECTRIC CO. T.M. 63-A--57 TM. 63-A-61 ZONED M1 USE: MANUFACTURING PROJECT SUMMARY TAX IDENTIFICATION NUMBER 63-8-3 EXISTING PARCEL 14.61 ACRES DEVELOPED PARCEL AREA 3.02 ACRES DEVELOPED SITE ARE 3.11 ACRES ZONING M1 ADDRESS DAWSON INDUSTRIAL PARK, LOT 3 CURRENT USE VACANT PROPOSED USE OFFICE DISTURBED AREA 2.08 ACRES .SETBACKS REQUIRED PROVIIDE FRONT 75' 114'/198' SIDE 25' 128' REAR 25' 31' PARKING 5' 15 BUILDING HEIGHT 60' (MAX.) 24'(+/-) TOTAL GROUND/FLOOR AREA 12,478.50 SQ.FT. FAR ALLOWED 1.0 FAR PROVIDED 0.09 MINIMUM LANDSCAPED AREA 25% 0.76 AC. LANDSCAPED AREA PROVIDED 1.87 AC. 62% PARKI REQUIRE PROVIDED OFFICE (1 SPACE/250 S.F.) 50 70 HANDICAP SPACES 3 4 LOADING SPACES 0 0 PARKING LANDSCAPING PARKING LOT PERIMETER 1240 FT, PERIMETER TREES REQUIRED 31 (01/40 FT.) PERIMETER TREES PROVIDED 31 INTERIOR TREES REQUIRED 7 (01/10 SP.) INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 38 TOTAL TREES PROVIDED 39 PARKING LOT LANDSCAPING REO'D. 1900 SO. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 3544 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHAH BE ACCESSIBLE ACCORDING TO BOCA A10 A117,1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5• ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4,1 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP, LINES. MAX, SIGN HEIGHT= 35'. MAX. SIGN AREA-- 150 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUAI'm o PIN OAK 2' CAL. 0 6' HIGH AS SHOWN 20 RED MAPLE 2' CAL. 0 6' HIGH AS SHOWN 19 © HETZ HOLLY 36" HEIGHT 4'-0' O.C. 8 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1.000 SO. FT TRIP GENERATION ITE, 6TM EDMON ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 138 T.P.D. USE CODE: 710 RECEIVED MAR 15 2002 WEPT• OF PLANNING!DEVELOPMENT . q� W W SCALE: 1 "=30' DRAWN BY: RAM PROJECT NO. DATE: 412/01 SHEET 2 of 5 gilbert w. clifford & associates, inc INCORPORATED 1972 Engineers — Land Planners — Water Quality March 15, 2002 John Trenary Frederick County Inspections 107 N. Kent Street Winchester, VA 22601 RE: Dawson Industrial Park Lot #3 Dear John, Board of Directors: President: Thomas J. O'Toole, P.E. Vice Presidents: Charles E. Maddox, Jr., P.E. Earl R. Sutherland, P.E. Ronald A Mislowsky, P.E. David J. Saunders, P.E. Directors: William L. Wright Michael A Hammer Thomas W. Price We've revised the Dawson Lot #3 site plan to show a pedestrial sign at the northeast corner and a picnic shelter on the west side of the building. I believe you need copies of this plan in order to issue a permit for each. I've enclosed two copies of the applicable sheet (2). Please let me know if you have questions. Regards, gilbert w. clif ford & associates, inc. E-- 'Ro ald A. Mislowsky, P.E., VP cc: Jeremy Camp Bruce Dawson 110AR 15 2002 L'EPT, OF PIANNINGIDDELOPMEN T 911 117 East Piccadilly Street, Suite 200, Winchester, Virginia 22601 gM (540) 667-2139 Fax (540) 665-0493 e-mail gwcaramgearthlink.net Member American Consulting Engineers Council t .3�zo/b Z �w L3 L . I , &" - - . „ GENERAL . QQNS--T. CTIDN NOTES 1. The'contractor shay furnish all moterials, `labor, and equipment and .perform all work including restoration for the completed' `installation of the utility systems«,and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted', specifications for all work to be m accordance with applicable Standards ,and Construction` Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the, I i prior to construction. Call "Miss - contractor s res onslbrht The contractor shall notify al utility companies 72 hours p Utility" 1-800'-257-777y7, 3. The -contractor shall. be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified .in the field by each contractor prior to beginning the work. The _Engineer will approve all cut sheets. I N I L 4. Any unusual subsurface conditions' encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner, i i z ns ail permits required of this work and shall faithfully adhere to the permit 5. Contractor to obtain, o� h s e pe e, pe q y conditions imposed. 6. All grading for .improvements to be confinedto the project area, Any work performed offsite is the Contractor's responsibility, 7. Cutsheets shall be submitted to the Engineer for approval pprior to ordering structures and start of construction, - All cutsheets, should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL . , 1, A Land Disturbance `Permit will be required prior to initiating' any. site work. This permit can be obtained from the Frederick County. `Public Works Department. -- 2. Temporary and permanent erosion control -structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordindh` ,es and to be utilized during the construction period. 3. All erosion control. structures shown or as required during construction shall be continuously maintained wEeeivED MAY 2J - �Vvj 11 � � �, �°�' �J R �A V � � of o�ow� U�E�,a�,E� �" A q J — I r shown t surfaced are to have stone base instal ed n in which areas are denuded. Areas sho o be su throughout the period ou hot : g P ° ' i o remain nu ed for more than 7 calendar days at :the earliest possible date after establishing grade. No area s tdenuded y 1- when construction is not in rogress. c P A ` completion fpipe-layingin the affectedA ( 747 9 � n r f r disturbed rbed areas 'immediately upon com let o o 4. Contractor to clean up a d es o e s u I y p p area. 5. All unpaved areas, of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIR1. E BurnRiESofUland clearing debris re g g requires a permit from the fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. P Fire Hydrants are not tole obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY Ir 1. Water and sewer lines are to be coh*ucted in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on ,new lines are to be coordinated with the Authority's inspector. ' 4. The Sanitation Authority's. maintenance .department is responsible for the installation of water meters through 2' in size. Before ° o permanent meter is set, they require; 1) the frame and cover to be properly. aligned .with its meter 'box ana 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 inches; and 4) all campone6ts of the meter box assembly to be in proper working order. It is developer's/contractor's responsibility to have the meter box assembly installed. correctly, - 5. for water and sewer services that connect to existing lines: a. The location of the service Lateral is to be coordinated with the Authority's engineering assistant: An application for service must be made and fees paid before work will begin. b. The. Authority shall furnish and install all 5/8", 3/4", and 1" water services. c, For 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line,: The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all `sewer laterals. 6. When on existing water main is tapped for the installation of a new line: . ' a. The Authority shall furnish all labor and materials to make the tap. b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work ins mark f • 4 f` m begins),; (3) rno the. location o the tap, Omake final payment when the work is completed. 7. The contractor shall tie-in a new lie to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard 00. 1015 or 1013. A remote readout is required. 9 Al fire lines shall have a detector double check valve backflow prevention on assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. VIRGINIA DEPARTMENT Of TRANSPORTATION 1. All. or n r' I I Virginia mot fTransportation (VD OT) work o this project shay conform to the latest editions of the g n a Department o( ) Road and Brid e S ecifications and Standards The Virginia .Erosion and Sediment Control Regulations and an other 9 p g 9 any l' . I l f standards, s ecifications state, federal. or local regulations app icable n the event of conflict between any o these standa p or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S.. Deportment of Labor Occupational Safety & Health Administration and VOSH Rules &Regulations. 3. When working on, VDOT ri ht-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's work area protection manual. furthermore, oil 'traffic control ffoggers must be certified in accordance with VDOT s January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04— C. 4. The developer shall be responsible for relocating, at his 'expense any and all utilities, including traffic si nal gg r private it n. I is the le r 'lid f ales 'unction boxes controllers etc. owned b 'V.D.O.T o ate utility coma t e so es onsibi t o _, 1 ,, Yp Y company. p Y the, r I i utility facilities i which ma e in conflict with the proposed construction th'e developer to locate and identify ut t or terns i b s e P Y YY P P activity. V.D.O.T approval of these plans does not ,relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. 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. > 7, If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the i' developer attendance f on r o various C unt agencies, unlit companies and VDOT engineer and/or de e oper with the atte da ce o the c tact r,County age y p prior to initiation of work. , 8. Contractor shall notifythe local VDOT Residency Office when work is to begin or cease for an undetermined Y. 9 Y length of time. VDOT will require 48 hours notice for ins ection. eng e D0 I also eq any p - 9, The Contractor will be responsible for maintaining; adequate access to the project from the adjacent public road way-throu h 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 mointdined through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and silta"tion control devices and measures for proper installation and deficiencies immediately after each rainfall, at 1east daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall -ensure adequate drainage is achieved and maintained on the site during and at the end of construction: 11. 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 at conflict points. 12. 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, V.D.O.T, 13, All fill areas, borrow material and, undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a' V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identirfied and labeled as belonging, to a project which will be accepted by V.D.O.T. and that testing shall 'be conducted according to applicable V.D.O.T. standards. 14, All roadway fill, base, subsurface material' and backfil4 of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AA HTO T-99 Method A, within lus or minus 2% of optimum moisture for the full width of any `dedicated street ri ht-of-way. At the° direction ofP 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. 15, VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and further where determined necessary by 'VDOT Inspector, 16. 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, . 17. Prior, to- acceptance byy VDQT of any streets, any required street signage and/or povernent markings must be installed by the developer,or, at VDOT s discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall. . with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the -edge of pavement, Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section,, Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local. V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials Within an 'dedicated street right of way must, be provided to. the local V.D.O.T. residency office prior to acceptance of the Y 9 Y Y P P 19 Aggregate ate bases total .prices may be obscured. gg g and sub -bases shall be placed' on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304)_ and VTM-10.. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to che&n stain depths; a V.D.O.T. re resentative shall be notified and given the opportunity to be resent during the 9 p P 9 PP Y P g construction and testing of the density control strip. 20. Asphalt concrete ,pavement shall be ,placed in accordance, with the latest edition of V,D.O.T.'s Road and Bridge Speeifications (Section 315) Density will be determined using density control' strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall' be provided to the Residency Office. In addition to checking storn depths, a V D,O.T. representative shall' be notified and given the opportunity to be present during the 11 . construction and testing of the density control: tip. 21, A rov,6 of° these plans. shall expire three �3 years from the date of the approval letter, • 22. CC-12 Curb Ramps (Persons with mobility' imparements) should be constructed at locations shown .on the plan sheets or as directed by the V:D'O.T Engineer/ Inspector. 1 l / f//u/7lr�iy+9i/. t s .ro4, vL(S"1114 ',yj...n von J k R s i _ �F i � �• n m r"� VS . ''�% N: y A Y 9� C 9. 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INDEX 1 COVER SHEET SITE DEVELOPMENT PLAN 2 3 GRADING & EROSION CONTROL PLAN 4 SEWER PRP�FILE AND SECTIONS Tf MISCELLANEOUS DETAILS Owner/Developer: C. BRUCE DAWSON 110—A, INDUSTRIAL DRIVE WINCHESTER, VIRGINIA 22602 PH.: 540-869-3951 FAX: 540-869-4988 6NAC SITE PLAN APPROVED �? pE!Mz s, on. � i3 -o/ Approved by Frederick County Zoning Administrator a-,, -T � CDs-27-01 Site Plan Approval Valid for 5 Yeors From Date Shown Hence Date .�*a w ,% a n 0 NO. 020674 , q Lr �� }--•�.:.• ? _ �`..�-F••�- �•-- I'� t -«.•� I i -i" �" ter` > �. � �`a X T` E DI-t DAWSON INVE�: Tj € Ph�i�DE LS- 1 DAWSON INVESTMENTS Rimer 799.25 INV ,�'. T.M. 63-8 2 INv. .0 T.M. 63-8-1 t ,w ZONED M 1 II I I I ZONED M 1 I ° USE: OFFICE WAREHO SING rf1� i. I U$E: OFFICE ' " 1 I } i 1 i t � ' 1 I I I " ' F j ` II ii I! I' l I iii i I �. ii' Y H f7 Wkr 4 ° 3s 8 y� � 5» • _ 8 0' • i�a{ fX1 ;+JIti(; s alrf ` r I +'-' u a �. �l,i! iS +^ : j t R r' r p iv 11 � 7� d- /� 4,,t, _.. 1 r r �: �/ / I ----• ............... : a -W V dv:- .;.yam � ', '...... - �...... .... _ 1N•V. - 78,700 _ fi l,,r,T STr; . tz .. 1! 82.6T Tr'E: 11I- TB : I ADJUST HEIG r, 1 --------------------------------- -L---- -- ------------ -.. _ I- __ { VA651 ------}---- - - F-{ AS NECESSARY 320 RTE 65 00+9 00+ 00+I+ 5 4' WN 2 5 MPH (U N P O S TE D no+� 1.5" SM-12.5A EXTEND HEAVY DUTY oo+j t o i 00+1 " I _ 3.5' BM-25.0 PVVT, TO 'BACK OF -F--- 250' SIGHT DISTANC - ; ° - 250SIGHTTk DISAE • 84' CG-6 TO BE REMOVED Er• ¢ 80 CG-6 TO BE RfMO D ' 8 218 RADII :rr I, sI:.ISTiNr1; 80 PKI SEktiER x'X. t'.r'i. A"Y r 'TAPPING SLEEVE �iiYt1 _ _ i INV.OUT 783.25 -.... • ... ._..�. .--: h� t T ,.0 INU: I87.80 AN VALVE BY FCSA ems, EC-1 TO IN S46 °08'28 "E N 385.35 EX, 20' WATER .. X1';'r 1 x. j v r E NG 0" SD' ►.41tNry � t � � � r •� !� ,�,,:•��.:•-�-�:�- • Al r- •-! M �•-�•�+ � iM'4 +`�� EASEMENT PARING SETBACK8.- PY._ 'Dull,3. ° 2+0© 2+ •57 y � k fi �.r ,I _.1 -r i I ....;, . _ __. _ _ ....._ , . _.-. -. __., _ I 12 ' WA'T R VAIN ... ON ER !r :..... . SEE. D AI HT 4 .... pR . W- VID 2' ... _ _. ::• .. •1.6. s Feu I 9 R1M� 789 25 \ I I I : ` INI(. Off;: ..7857 .. . �...:..,..: ,�•• -.: ;. WITH l=.Dl-3C .:.:........... ..... 3et".. I 79300 . . r NV. INT. 785911 • :':':':'::: ° j PR VIDE N IT ::::::.�:.�.:� ;. RELOCATE .fX ::::1.='.1.1TER METER .:::..:.:.:: . . ��s I i 1.= F..'H, .ASSY • . lRElANE 0 CO DU - 1 ... ... ... TH�QA1- id ...�.. R P AS. SHOWN ....... ........ REQUIRED... .. FOR ELEC SERVICE . .... PROVIDE 2 FT,. ' ' .... I I EXTEN. AS SHOWN,.... :: ..:...:..................:... .00 lu i w 1 :� ..1, NAT9.5ER :. . .. . :.......•............ ...NC:: 11 -- I w .. .. .. .. .. :. .. .. .. •. ` I 20' - s.. .. .. .. . I •`, .a•: ��• ,p .(TIP.) p fig Pq .5... ... O SPO t?S' CC..2 z ° CG I I 1.5' SM-12 5A I 3.�5" BM-25.0 ,1 1 ° :.J.amoo( SM-2A a IL POLE, 208 21B 821B I �.. PO HT .'•'•'•'•'• ( i 2 sM-2A , �. I (T ).:......... .. -- -- Ter a c e " I 8' 21B �..' .......................... C: ?E E ..,.... - _ • 72 RDy � ... RD. A ' I I _ SERXE i I . • , a ROOF DRAIN TO DAYLIGHT 1 I I ;y.. .. rn........ ..... ! . f t .., :. I . _ . :.:...:................. �/`In'..:.. $ 1, PROVIDE VARMINT TRAP (TYP.) € L .�. .. ...., ..... 1 . I �.. ..... DA WSON IN VES TMEN TS i''•:'';:. ... • • 3 . CURB .TAPER o ? PROPOSED HANDICAPPED '• :'=.1:; '.:.....ch ....... . ;� tea»• • e,Cd:%p PAVEMENTLl!.. 9 a I T.M. 63- 8- 3 .. r PARKING ACCESSIBILITY K'',. I n ,. ;..:,..: _ A SIGNAGE, POLE MOUNTED. I r- 4 ZONED M 1 :.j`';:'. ; �:;.. ,: ��.... . 6' DOUBLE DOORi..... ... _ USE: VACANT I �� o / CG 6 (TYP) f I � I CG-12 �., a _ .».. • 1 . .• ..•..� .�.$. pae s .• .....•..•... .�. / � ... I�. DETEPIT�3N ppND ..�IR i _ PROVIDE VDOT INV: 00' 779. �0 i I w NI BARRACADE 1; r'� OPOP4N£ 0 OR EQUAL I I I p �11 LL RD W- Ro.. - --- --- I �. PROP. DUMPSTER PAD I ( I .J i I PROVIDE 2 FT / / _ PROVIDE 6 FT. HIGH I I ; 0, 1 0") I OPAQUE SCREEN AN i 1000 GAL U/G CONC• FLUME ° -- z DOUBLE SWING GAI PROPANE GAS TANK W Q o Z DRIVEWCONCCRAY U / = Ian 11.1 I� o I I u.. �� ::: ~ 1- I I Foo 1$ -- o I u_/Z a j ':. o,- o PROPOSED 36' - - - �za.o?' -- N PRIVATE ACCESS I ICL cG-12 Z I I ��:.: W I EASEMENT FOR USE I a ° i G-6 (TYP) Q ; cU � N I .....:.:: REV. GUTTER BY ADJOINING LOTS I i I p.. z Z I �( i 77 1 I RD ftD - I I iR I I ..........�.•.•.•.•.�.• . � I ''0rtc. Pwsall (EW--2) I iNz`: _ 7i2G?� I I $ I .. ...... s• 145 FT. DRAINAGE EASEMENT � s I _ 5' PARKING SETBACK -- --------------------- -------- - - N46'OS'28 "W - - - 414.05' - - - - - PROVIDE 2 FT, CONC. FLUME CURVE I RADIUS I LENGTH I CHORD BEARING C 1 25. 00' 38. 96' 35.13' SO 1 '30'00 "E ,sR4AV/C SCALE Jo 15 0 30 60 I ( I I . ( Pv FEET � 1 inch - 30 ft. DAWSON INVESTMENTS y T.M. 63-8-3 ZONED MI USE: VACANT 4 ! I W E-- O d 7-J•� ^LLI 11�, U , GENERAL ELECTRIC CO. T.M. 63-A-57 T.M. 63-A-61 �-- ZONED M1 (� USE.` MANUFACTURING at • � t s k PROJECT SUMMARYd TAX IDENTIFICATION NUMBER 63-8-3 y EXISTING PARCEL AREA 14.61 ACRES DEVELOPED PARCEL AREA 3.02 ACRES DEVELOPED SITE AREA 3.11 ACRES ZONING M1 ADDRESS DAWSON INDUSTRIAL PARK, LOT 3 CURRENT USE VACANT PROPOSED RO OSED USE OFFI CE E DISTURBED AREA 2.08 ACRES I SETBAC (S REQUIRED PRQMDE FRONT 75' 114'/198' SIDE 25' 128' REAR 25' 31' PARKING 5' 7.5' BUILDING HEIGHT 60' (MAX.) 24'(+/-) TOTAL GROUND/FLOOR AREA 12,478.50 SQ.FT. FAR ALLOWED 1.0 FAR PROVIDED 0.09 MINIMUM LANDSCAPED AREA - 25% 0.76 AC. LANDSCAPED AREA PROVIDED 1.87 AC. 62% PARKING REQUIRED PROVIDED OFFICE (1 SPACE/250 S.F.) 50 70 HANDICAP SPACES 3 4 LOADING SPACES 0 0 PARKING LANDSCAPING PARKING LOT PERIMETER 1240 FT, PERIMETER TREES REQUIRED 31 (01 /40 FT.) PERIMETER TREES PROVIDED 31 INTERIOR TREES REQUIRED 7 (01 /10 SP.) INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 38 TTOTAL TREES PROVIDED D 39 PARKING LOT LANDSCAPING REQ'D. - 1900 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 3544 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al17.1-92. 4,NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6.ALL UTILITIES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9, SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT, FROM PROP, LINES: MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11, BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE GROUP B (BUSINESS) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117:1-92 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. 12. NOTE TABLE 503 OF BOCA FOR HEIGHT AND AREA LIMITATION FOR TYPE SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM 13. H.C. PARKING AND BUILDING ACCESS APPEARS TO BE IN COMPLIANCE. 14. BOCA CHAPTER 17 SPECIAL INSPECTIONS SHALL APPLY. PLANTING SCHEDULE k PROJECT SUMMARYd TAX IDENTIFICATION NUMBER 63-8-3 y EXISTING PARCEL AREA 14.61 ACRES DEVELOPED PARCEL AREA 3.02 ACRES DEVELOPED SITE AREA 3.11 ACRES ZONING M1 ADDRESS DAWSON INDUSTRIAL PARK, LOT 3 CURRENT USE VACANT PROPOSED RO OSED USE OFFI CE E DISTURBED AREA 2.08 ACRES I SETBAC (S REQUIRED PRQMDE FRONT 75' 114'/198' SIDE 25' 128' REAR 25' 31' PARKING 5' 7.5' BUILDING HEIGHT 60' (MAX.) 24'(+/-) TOTAL GROUND/FLOOR AREA 12,478.50 SQ.FT. FAR ALLOWED 1.0 FAR PROVIDED 0.09 MINIMUM LANDSCAPED AREA - 25% 0.76 AC. LANDSCAPED AREA PROVIDED 1.87 AC. 62% PARKING REQUIRED PROVIDED OFFICE (1 SPACE/250 S.F.) 50 70 HANDICAP SPACES 3 4 LOADING SPACES 0 0 PARKING LANDSCAPING PARKING LOT PERIMETER 1240 FT, PERIMETER TREES REQUIRED 31 (01 /40 FT.) PERIMETER TREES PROVIDED 31 INTERIOR TREES REQUIRED 7 (01 /10 SP.) INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 38 TTOTAL TREES PROVIDED D 39 PARKING LOT LANDSCAPING REQ'D. - 1900 SQ. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 3544 SQ.FT.(+/-) NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND Al17.1-92. 4,NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6.ALL UTILITIES TO BE PLACED UNDERGROUND T HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9, SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT, FROM PROP, LINES: MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10.NO OUTDOOR STORAGE AREAS ARE PROPOSED BY THIS DEVELOPMENT. 11, BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304, USE GROUP B (BUSINESS) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE THAT APPLIES IS CABO A117:1-92 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. 12. NOTE TABLE 503 OF BOCA FOR HEIGHT AND AREA LIMITATION FOR TYPE SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM 13. H.C. PARKING AND BUILDING ACCESS APPEARS TO BE IN COMPLIANCE. 14. BOCA CHAPTER 17 SPECIAL INSPECTIONS SHALL APPLY. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL 0 6' HIGH AS SHOWN 20 RED MAPLE 2' CAL. 0 6' HIGH AS SHOWN 19 HER HOLLY 36' HEK TT - 4'-0* O.C. 8_ SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED ,AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SO, FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO IBE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SFTE AT FULL DEVELOPMENT WOULD GENERATE 138 T.P.D. USE CODE: 710 m IiY P�11 50. �T o O # wd• �o pw "j Uo WOz � 0 N 00 OW -..,: W O W Q�w d SCALE: DRAWN BY- RAM PROJECT NO. DATE: 4/2/01 SHEET 2 of 51 71 7,777, t ................... a. T�(, -yap 7ypr-, Df._3p CONSTRUCTION ENTRANCE .7 's \E X, DAWSON DR. ��4_ \4 AITH WASH RACK REQD < '� .............. ..... ............... ... ................................. ........... ....... . ................. -------- _4 0*9 0 00 00+�, 00+9 .0 j I I \ -- /, N� p -,j25 M P'H(U N POSTED) 5*4 Wr EX 783.25 ��Z�'�INV O'UT fi ......... ...... ............... ...................... 11 __ 7�, — ........... EX. -EX— 5�LANQ \v X. La — 40, 16. 0 z I TIC 179 7. JO .00 T C E.T. 2+ 2 + .5117 Cc CD • > ------------- , Ar :Z: PROP. D1. 788.251 it PRo�. A JB ORZ R)V= 7& 1 TIC 789. JO I R/M uj L�Lyq, Go 790. it 0 PROVIDE EC-1 Lo— 4 FT. W= 3 FT. T C 788.50 A I TIC I 793.5 V 6 EE A.. I TIC 789.20 TIC 79 [LLC 7.85 T C 789.67 u "t A A 14 4 A 4 4 0) 8 ui 7� 10 D [EC 794.5 67 18" HIGH CHEX DAM 411 1792.8Q[ C 41f ro 4 VDOT CLASS 1 RAP RA vr� X - I P IL Z *A\, I "'t, I -4— ROOF DRAIN TO DAYLIGHT t 4� [v_c 79 .50 4 PROVOE VARMINT TRAP (TYP.) c 92. 00 =C 7-9 8 4 I TIC 79 6. 001 r_j I FIC 792.25� -6: W) 4 w 1792.751.. =C 798.6 e g-� 1 0 bt IEN T z 17X TH, T_ A-i Qk 7, � \7,D A4 Lt > LL di C 792.0 I TIC 791.75 PROPA 2. c C\i R D R D RD 91 C 796.85 A Lu 4 A A r1_1 4 A PROVIDE EC-1 U- 4 A 4 4 FT. U. FT. c LIMITS OF CLEARING J uj 0 u— T C 791.60 LL 0--T1, w 4 T d \� T TIC 791 .60] LIMITS OF CLEARING � PROVIDE EC- I Lo= 4 FT. W= i FT, Z f Z w 2 Lu -t Ld �w 205 Li < (D LI) u— LLJ Z Lo aU uj \>> c /V 0 0 0 -7- "N ;L Q� SCALE: 7 "=-20, DRAWN BY: RAM PROJECT NO. DATE: ___412101 SHEET 3 OF 5 32.00' 80.50' VDOT CG-6 W/ REV. GUTTER SLOPE r r, 1 112 " SM-12. 5A - 3.5" BM-25.0 -- 8" 21B M W 798 792 792 786 o• DA TUM E'LE'V 780.00 6� 780 0+ 00 2" SM-12.5A 8" 21B r1-1 U7 � aJ co II rj �ZO I Q �1 cD o o � v F, 1`�) O_ I I PROPOSED BLDG. F.F. 792.83 23.50' 23.50' 20.00' 22.00' VDOT CG 6 VDOT CG-6 W/ REV. GUTTER SLOPE VDOT CG-6 - _ 12 TYP. 2" SM2A 8" 21B- SEC T1ON A 1 +00 2+00 PROPOSED BLDG. F.F. 792.83 40.00' 20.00' 24.00' PARKING ACCESS VDOT Cl W/ REV. 2" SM-2A 8" 21B SECTION B Provide 8" plug SLOPE 20.00' PARKING I I VDOT CG-� - - - -- - -- I I SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gasketed bell 45' bend bell adapter (see note) 2' 3' minimum SDR 21 gasketed SDR 35 8"x4" pipe and fittings gasketed bell wye (see note) location marker stone — .4 SCH 40 solvent weld cap property line 36" min. cover ,g000gogo ;agog00000go- o,a,o treated 2`x 4" with - top 6" painted green 4" pipe at 2.00% minimum grade Note: It top of main is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15deep GRAVITY SEWER SERVICE LATERAL Figure 15 8 i Tr i Q O Q v� Ln J q W Q k SCALE: 1 "-20' DRAWN BY: ✓0S PROJECT NO. DATE: 4-2-01 SHEET 4 of 5 SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE r--- 17 � (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE PROTECTION 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH ( UPSLOPE ALONG THE LINE OF j , 1asnrequired ENDWALL y,. S•rIrAKEsr• 70' MIN. EXISTING it i wocio Ial PAVEMENT 6'MAX. A 3 5:1 ` Itwin aft FOR oRwrcE s,• 6' e t lied with a0 steel 3- SKIM BDY✓a6 6'-4 IOW. pipe tilled with concrete w/YfTOFAh1fwD,w and painted yellov MOUNTABLE BERM 6 • 6•PDST ) ''iY• r FILTER CLOTH 6' MIN. 2' A (OPTIONAL) CULVERT �- j �II{ - MrA4, 4' WOOD &* 6• (UKf&ff sve w/ &6 A o A e t rMA t TOE OF FILL '�-- SIDE ELEVATION � °° � , a" dia. � 0 1'-6° 0 Sur AGAIN" rrsE avrRnorq )` con E X I' T ING GPOUND WIIE IEVI ( rbllprtA ertcaeerttent ` FLOW / � - - 70' MIN. T � C°' ,✓aa�_/. concrete 10' MIN. e thrust block BOLLARD DETAIL ( ASHRACK T UFMSION ,oiRf u ONCRETE 4" OPTi �- Faotfll; - Ek$h POS, FOOTING i TrDtlll Of Il 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 6' TO STAKES AND EXTEND THE EXCAVATED SOIL. 1� 0 MIN \ 1.' MIN. EXISTING 6 direction of setting to be approved poor to installation Z� IT INTO THE TRENCH. PAVEMENT " SECTION A U ilr Ir n a rz 12 FT. r� per 4 It TOE OF FILL 0 0 + _ - ; _ as required coruxele pad t'-6' sq. K 8' Ueap 0 0' VDOT kl �\ POSITIVE DRAINAGE 10' MIN. SILT FENCE a c / / COURSE AGGREGATE B i TO SEDIMENT � � _ ��. I TRAPPING DEVICE DISTANCE IS 6' MINIMUM IF FLOW � �,/ IS TOWARD EMBANKMENT � 2` into. - 6` max. 1� �� II{I IIII MUST EXTEND FULL WIDTH PLAN VIEW %� I of INGRESS AND EGRESS PLAN VIEW FLOW /!, j/� i - OPERATION 10 I 4'stone •/ j I Screw type FLOW r 12' MIN. �E ON I adjustable / err 'ITEM valve box stone to OPTIONAL STONE COMBINA TION -r ,i�' u 3 MIN. ` ofa above top f _ locator marker SHEET FLOW INSTALLATION ' Ml" stone (PERSPECTIVE VIEW) \ tTOL worts w cIN OPEN I lug W laIX UTES w I)pEk FILTER CLOTH S n (AND 4DOW /8- - S E C T I O N A - A STEEL. >�IND 2) 24• talc J/e• flODS .r, • �^, < ,�.� I �r F ow r 4- SXAK STUL t tueiic. S,aR wary a y' 2:. 4 :" i #� UL 6' - 7" ALL«.i.I'l•,f! mechanical joint vj• +M *+ + • }' .: *' i ry1't • sWlvel tee Wlth FLOW + + + + J 6' branch 2.5' III � h 36• / roorwO a Ram sAy egvm FIRE HYDRANT ASSEMBLY h li-1• LCNG wflM 3/8 POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE y- W�R06 Figure 9 •VDOT #3. #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP p p TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION B - B HIGH VELOCITY of FLOW IS EXPECTED (FRONT ELEVATION) FRONT ELEVATION SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOUWK: Adapted from Installation of Straw and Fabric Fla Bfuliers for Sediment Control,VA. DSW PIATE. 3.05-2 SOURCE: ADAPTED from 19V Mogland Stondards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 S.lt�� tH ENCLOSURE DET�, Sherwood end Tyent ES : UI-1 rap. rvJ,�° GRAVEL C T END -SEC `fON12'-60°PIPE A'_TEPN4'E END -SECTION 12'- 66' PIPE SI•a"o640ota't, 1 .11 asrw rr ttdrew( Ali INLET SEDIMENT r107f 5 •ru0 r+a Me.'w lea 4wtq•w w,1 wd'.m v.hl rr.d vrt.r'• f fN, N•a� Sid �. f_E•.. _. .___ J U .. PrMI,W.Vp rr• g4+'Irm. •'SpOy rat an nM t.to .4cwfrt4 __• ;�SppafvW rw4n0 tyc+rplw -y. r• - r� Cpnrrrrflp, add I ,may - j ---... M --- Y'ao w•.p ttr. elswwrr a•Iyt l i) ro b• b For 2roow bed^ Y» '- - - - _ - - - - - d' i • P lzce` a 'era::'. e: / _ _- p•r. 16 •o.�...«rrr�» n ' FILTER X / X X •--.. _ X i ■ I _ Ywe wrr, +c".:I,w ar la.•MI ,tr met •. m br ✓.cn a ' r t _- r tray.r✓r stau o. • `�, I r- r - - ' ` ; - - - , t collar -. r oaoltrncr .rtr 5•oMON '7,n Is - 1e f va.. ?� '� J !•rti asaCn _ _ o. o' r. �- • o.o I Crnvrle to be + _ _ _ -- w CreN lobe a ` t F j L, a• •vr n,a„no on° Rna q d t d.1wU ." o �•. Trn.w .y« I craruwr, y. 4011CF'SIMlr i 4000PSIAh^ .I r + w£ I ; •ee,fTe.M,'•w'"v.t!b,+rh,.aer.•1rp-i41aWt,m.F;> Srw►nf a•e 1M - -- -- .. _ t z w -Yawn _ METER BOX and COVER _-_�-�- �__ ��-•_..-��` I I < I 1 E ,f , Itr ,Y•as•-!'a 24. , .n Yt rolgpl•'a .-+--` . h -- ` ••�._ -- , • Tr.. yin .•,or M metal o• ccW n It^t - lYMAI At.Tfft•Arf AAr4K sW.. w n.H n j v d - METER SIZE METER BOX METER BOX COVER ruf trSE u •afti.r4att sracn secastaptoc••,rncr•1.tiMclaw Aa. row wow+-1R s.'rev CDNQ17Ialf5 Aa0 tXIMMt/ICI.1r oral c'otwr.�r r41M Non-Tratfc M32C-PIA' \\ PLAN PLAN - -- sNshetlw,o.,n1.. ,w r, �1'dncwn.golrr } *a+ 5: 8�3 4• or 34" 1 Bin Dla 1 r%r'o rlaw.hw a,a"Smwr uroaRrclF•a PAD/At PLAN ca«,i, tr+r+w'ts ,Myo•ou,aCC,3s.0zolIo Traffic A32HH T s -�Cn tM 4rt. rd Iy nr•pKr 1r•.n h rN•1 M fM Cat- �� !--------C B � 1 iECTtON A -A ra+pr. wtll.lap t w0WI,ryr4 P oo'so..4ftane �\ Non -Traffic MC-30 (Frame) WITH RML-I-T (Top Lid) -- I I err m,Mr o kw rsnmorin swrot•a alA the t" 24 in. Dia. .__ . 3 •�\ -E_ __ a} ac •ue •a ahoVl or deermtrec A'r,r C-arl.octo A .� - -�- 9j F• ' Y a�eraro � o �-i � � � ` Traffic MC-30 (Prawns) WITH RML 12-T (Top Lid) C r - livid :umnr ptw l�^-- f Ikp a rtNr y�y\ /�`t �'\ .rt _. '-�',,: _�-`r �% ' '\�., r- ., nr wvm IM .reel cA me wltfr I+ra •Met W.n s � .. rtrmaauw vd � -"� ,.,I mw.w,t t - _ - i !� .,;•'�'_'� PLAN •e , y's�nan ynwn vuP•ar 2• p _ 64 tl _ CpWuclgn ,ryrF � ,,. ..Jst'l,t t.••-�`i-- ` ' �1'41+t�r "+•) 6 COW.'RFTF. OWNTITIf_S FOR NUN OF TH ,rr hor+an at •N 4r.rrtua.th Mel or !Ir aKVe _ t ��. ` . -•- ` � _T ` ,'. r r t•�5.4.1t+fpgrMw. -- 1 rOrON kemo•MI C C b N gacM n d1 urq odlar•M .2'aM e•Or / ~ ... _ A �' "W" s.a. Wit„ va•r,= Ilrr w . ,4 41r N•bMM�_'tb• ,0 PrMn1 :S-[OrC a7r . '.'i 1, "k Cw�•e I*> A" d .r« .�arr,clt,ee rr. coax � � 4 } _ ••-t_ / �,�,,..1._-•~' r a o� treated 2�c 4" with ` be C / e" •eK awt 5z via. via., 4rWft w M .a.a.e dcr hM n © rdar ^ 13 top T painted blue -ram•-••^ I m:n•wum .ar dto O0'1 ,nd,.nrnbr 4 w I.udrkMWa2.larRah ln.rW aw Doroll v ••�a �p -- ` ..__..- r--- p __.-- --.'--I ..- yy ens'• t d.a. uotb •nape- Irs,n, w S,orr. °t•`� i.•o/"' a. cr+i. L D F E 1 h E_ y E.'caY p•w- IBIr tll rda mrc,W. '•'+c+ie � Jt- ttar+ul•d SN SI'atdad T-U-j♦ t f�• Sinn 6 ♦ F�'o�e•• uA07 01N CV MI• pM Odd ,ant ,00+ 01 . 11121ef COJer SECTION X-X ENO VIEW SECTION x X END VFW - - ' - -- 1 set 2' above YTf.'+�yv isv SEC I'.UM ST6f l•-j-._ 9El:igN ;1ST '9(W • - -.1__ _ ~__� •�•e e r / sodding END- Tl - �-- .___ -_ Notts _.----------- -- 'A _ _ �N ._..--- - a -S,w Itaualn.a fin e or 8r _ � a Or .ald•a - • r � � grade ri -- a i- roew I ET s--I -� - � �3 � ,-arias as required to ding � j ! ETO 40CTION OikEN90N5 1Z y . I ,1 YI• n, a _ l I ( / � A � 2 a t { { I cwt vim taro• A ---r TANGENT Pt.AN o txAM � A B C � D _ - 12' ' 4' 21-0` 2'-T 4'-Ci 2 0 _ -I " "• a_ p 11� r T _` ~^ corporaton -1 I � 1�, 1. - �+Clr., nal. nWbod, 0 21tch Ice. re v nr �P 3` stone bedding / IS" 6' Z•-3" 1'•9 4' 2'-6` i -.j �_. - ..{.,. rp,tMuPawo rq F. po, OYtTRC _._ ._. _ - r 4- I ' tin mar �• rut["ro,.a via dv clw' ,or 0 7- 1 T t • r., . vd ac 3 ob r r, YIN Surrounding x -. _. t.. (f _ .• �•�- Ovlgraa - t ) F;s x 4,,.p•n Mnon. .U7ET , I I j 4w it 6'-i 4'-tY _ l t- --- wed j easroa u J e. I I - bee a.bs SNYW Kr - _ _.. r' pr•Yprw two • r a ro . a.s r3 eyc,r•r A. rase vim mvrN..'r o GfZ4 E FILTER meter by j fA sale/ _ V L i•ar •r-W r.i 6'-1 S'-0" 3 t -I - _ �-_ y �-tu t .. ,n' dIa .,via. i I a a'r.a � "'tVw• I N • c o npe r hero ar M e ,nr oV1'Ioor. 2 _ _.. -_ ro oarr ai err• , .Ira ate., r r w+f gle Ctteek ✓ai, e r ti _. ^ - "9s ' 4tN. ....-------�`_ r sra.s d n+s lama °I r*,rr ,n.adrwvdh .r,a, rwr r r stw 3d • f-'t 5_'1". + 2` .t•I a - .' " 2 7 I rSTEEL �1 UU�(1 U t 4 ----• a n',..d.afti,a a rraT wa,j,+r.d t a V so ,fV,"' 35'min -\ - _ r•ws _ 1 ° g with drain valve I h. 4T i• 9� _ 5.3" r"Ir a 2" 6 6' " { t p �• , min. balls afro RUNOFF WATER WIRE MESH srs a t I• r♦ rt*tD ,A .r vi a - 4 '�-7�Y'-��r 6 Row i•�44 ,p ; h I fir{ t i J fr- 2 2',., e'•2" •0"Ir..-.# _�.t.-.-� '-� t',A'Sn,o6n4a _ _ ' -I 4'l- �._� ..=--T ,' •«Ipr:mr rt prr•.AwY m.ra yodar fr drrewa rp ,r,.rpdni FILTERED WATER w� 6' m 2{-'' Y� 7' 6' :a.wcrora __..... _ --�-\� aver nw•.v.aYrnwz.•D. ,row type K copper • CO C cvn a coat 1n par des Wr..M ! raaor r '#'r+ T- -r • T r �9 ° a des .. tubing. continuous _ -_.... .._. _ } I _ SECT K N A A r ur, at a a via n ,rpm ' o rr r w« wrlp pan t �e d n• roro A ithoUt joints from 2 D t I I ,- W-0 r ato fn an•a rA.. "Yu Wt+n d rorw r.m. rdn.h,m umcrrs mr , %s'. mein metes - + t + +--. C ^ • - -•, -+•• r • :':afar main G alone bedding + �_.___ - l •i°I SECTION C C •S . [ Bur, r r)c,t Cot:r~ir5+rsrapr teu,:••,w,r aAt'aw,ar u~W. ctwr41 • i pplrh�. via ,ryaoNC C"+>a•r - a+ .1 rrrtsen. C-0-1,w, METER SETTING PARTS __ '-•'� * ++++ WTF Fp. N /tit hen a eons u e rE} a APPROXIMATE WEIGHT sa r rtr w.Y.. ? .iwro an pm+v ,a,. "o rw,ru a rA, roar• via 4Y a • hx,tarrf fn pos•m1 + ba»A +E d5•rlbn IM•aIY [row• _ rp p.•D .w line meter is. e yok's angle crack expansion -- SECTION e-e 01rlrslbrty row / .a ,..,^,.,.,,--_ •'� size Yoke - + % ++ _�\` 1 .,, p. Yfl t rh co"•,o<.•v w „ a Ir;t• a, sa a -a•^••«••� aize be I:aKe valvo .vheel 'f++ + _ ' ro ne .• Der is `, U51 y101J Ota,Y,i Srx..l+.s - Iran •a>d M cMA'•a7fM Y•n sAavar CG 3 CL r, rM Ore riot M rna vo.Am,s 4 Curb 8 Utter + d.Y4n arcs on c,.,'. ,1; • : HIM b b r A•u•1 b .•trM rh ,nertrw ort r pIM Y BA94-224 W H HCA91 J23-TV g F - _-- ar° I" 5," 4' EC-23 +% # -ff vier M . « N •a c.a cr - 4 C84 34 Street } + +6 + 7 ere d fknnrr ,^ wra•,sat •�- SECTION 8•A � Aaa,dtro run n I.rlrrl r a aaaaar [,rp tla.nd s. a a ,•.rr Y, .n«n rr, r1r phew r m d: err p ere e,q••rr. - I � �+'4 -IHF. I' t n ., .- ,...�T... �.__a ... �. .i. -� wu•nor ta•••,rr.w or.r a.p •w,rw rnf «.rod r.Ww r r.fr r 1`w w- o, ax• rr,1 rare s rrryn se •wr ur 1" 3:4• Y503 BA91-323W 8 HHCA91-323-TJ EG23 .: - __. .. u.W4 d F•rr-rnr twrr4dift sid-Olt Rw't.'.Ed1.7 rYc4wreb rr tit ✓ a ay 1 o rhwm vim craew o Ors r Met, d .r ' &;*, Oov rt I.- tf, 3 _ DETAILS OF COLLAR ANU GRATE r. spry wawa lepv .v.w«.e «r n w.o a .�•,.w+ tynw N rrtr�r rwwr raY...w..: eA n a pa C84-34 & C64-34 * fk +wiry ... r . d tarot r itkv r u••r tr afrrw rwl .WYy stm.t. • a N arr•r y 4 Ergotw• ,✓.zo ti r ArL IIWrw .&W t „ar 0-1 �# SLOPE DETAIL sax`eT,'as, mr,1#r _ e !tiro Aorpmetfire o.•r_r_It_dm r+rf.wr...erw tnenreawT. sere lr.re 1 Y BA94-444N HHCA94-444-T� EC-4 '' X SEDIMENT �II II I ¢ _ - - - - - - - -- a + 4 SPECIFICATION -- - REFERF.NCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS SPECIFICATION CURB RAMP' '"a'"1" 1� to back of m 1' _ _ �`' +` � �\ �+#++ ' M S A DARO DROP THEFT INSTALLATION NOTES: sidewalk. 302 VIRGIN a DEPARTMENT '- CONCRETE GUTTER a 12 PIPE MAXIMUM DEPTH (H)=10' 233 (PERSONS W17H V081U1Y /MPAIRMENI�Sil 12" 1 Exact location of meter box assembly CURB INLET \''RGINIA DEPARTMENT 2 "MCIn. atrAvrrcn a rgAas»axrucw fA,.,Na y97 to be approved nor to installation. T aANSPORTAT IOh' lD2 01 ;Oq 01 TRANSPp,iTAT101J nr,1v i 2. Water service crossing street shell he t'tYpa 2' LC w oa Jr1r +.• u'rw Irtl.cal .aKrvr Wore a a NM-, . -� -'c K • -.-- s D I - 3A- 36 JC a r a' .,nom W.wNwP m en a qN of a1 to twr„ Atat r encased in 3" d a. SCH40 PVC or M - T.Mst•NtaM1rr•oM.Om• DETAIL I DETAIL 2 DETAIL 3 t'. C-I envxdu,gcontre•erorra•Aiwwen,••' b•"c''"`°""n1''''t'"°t"Y01 •+.'r•^"•° piping. piping copper fRadwa t• n. as A err to, r moMttM rrew rofwn pa. SDR2 i The I - �s q4 t In I a SPECIFIC APPLICATION y •`a _, �a1. Y. E•aer", •"' ,° one fool beyond skfewalk,across the a anern On pMn.ar aoera �. - {.... -dp4F afe•YWa __e Y1r.11-awr/yr,. , IRadwr ID 61 oa t .� -____ t �---- - - .__ -.._�- .... _.. c_ _. .- - : � T street, to one foot beyond sidewalk. - I ✓>rn en INon,r/ r r I X i TE Radvi n,tw,efwn r w I . j `l i• c 1 _ / _ ..� '.- via a. t o.al enrol s Cw+ I^ I II t'Y E (T-) yrrw�c•r.+ ~ 4 f e A I A #• \ 4 j! j f 1 i _'- ••-•� a•a •c 2 y 'r THIS METHOD OF INLE PROTECTION IS APPLICABLE AT CURB INLETS 9a� A j A I I ( I r P, �F a.. ®•• t .2f." ; , DUAL METER INSTALLATION WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE P to r t t •�• I t--_. -- _ � 6- f I � � \ , a•f • r• 4 _ _ _ -.' - 1 � !_ � � • ! �° _ ?s + � ! I, - • T i �'" A 1"' a 1 INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED (,y 5/8"x3/4% 3/4" & 1' METER INSTALLATION AREAS. 6- - "IoR6onvirio. ln� a- Ctd1. A7 IN.E.S '� °'. s s• •' f'• • b' -'- - d 1 -- - - - Arr°sE xu,.,. Figure 5 I Ce.asf4 -a r: i�� I �. 4b I _.i._� i . A_•� - Fi u / ..-�� fa _ t t w' r«-- - ,,�,.r,._. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE SECTION C-C Wood r i A J �- ' • art o 'era c�.rm s.'t crrt Iu+ x + _. nn , 1111,10h e o a p. rw� •. tpaw.oy _ --j ti tr.Y.r n a... 4K. Y. w"r,t M N p, --too •yell l SOURCE. VA. DSWC PI A1rE 3.07-6 -- vi own on lyp retr.elion » \ 1.I inr•VA nib M M• f•r n .Arco :eat ar PLAN VIEW M , \ wl upDr w+lr b Cve a Wa..d Mtw. y } -...:. ' -P f•L , OFPTM I. � - __ ._-_._..___- p" ��•r -toy r� -r. _ r1•-.:rt._...� ri eomvvn rvd• CnwM1a r,tw • Peroe Me Cr.• 4e.Y. a•n W I A: a ACTION e•e SECTION A -A rrh r. - Prune cadominate leaders DO NOT prune terminal t •newt �ECT10N A -A a tlErnf Y I rwwt '..+. +w'v ,.we.r•ow.. l0'Pa Ne1c rw• St CTIINJ A -A ». d 1 -_ _--_ _ ______,T__ .-, �. 7•• �" rwlr afw .�-- •Or9,•wra alron lOr woe cMaMl lwl•tlrhOn. 4 f• '--'---- 1 •. _ ` // j leader or branch tips %\\/ O D /j//\\ SnOJda! -..D ..• Gxn•se• la taurta -- __. -._... _-, I -.,. .. �`` . • OpIh.M'rIN ti^4- aP.rA•Ia OlM amw era M:t MI , ' sbo. c �`t. r-; a� - 0 N7rEs t .�a:..n 0- E e r +� r,N .. t «err a..r .....t w e r ' .y... �\ 8 8 \ CAREFULLY COMPACTED w • cc 3 s cC • sr••...aa r tt� I Prune nubbin or ---------------_ Wk••. Svc Ce-n,e a•d for •ntrort0•a b, It «wY.t. 4M ,,,,. Nlw. Dq,era.ee Ow r'•1 Mo t - a o.•».. 9 SELECT BACKF/LL ro awn tM aor.w,°n w.na w wrwr. ' ! r. yet n emp,ncUon ran vDOr p0iecf.. d.o:< r'awlr! a RaN7 ELEVATION M• /row N«..• v.a av .»t •�` ter. r ' »wd.w• cu•n cross branches Sint. tl L;. • _ Q net• Ina roteYFT oa one a.tr.e«r .v.... ..mleD .. 1• J lion. ir,eW/1 . CG-2 a ^G-E >fa.raa Lsr«. / .'.` -'- - -- -- _. worn I www w". w .rtxw .n.M ., ♦ •`,r /\ MCA,*. eox.ne a .hd, b. c<neo rted ( .rant « t 4Nt, a .. r . ,r .v w, w a..ent , Yu an Y r N .r •ccar••n a r.m 3 t rMw w W •• to a 40AAn for Strtel C. C. to tM 4/w aM 1•rC.wl err blDOraW :'� --" tint 3� - - wi S nHNl2 .,.-."YW via A haY••H lot+ Yaw u,»s1 YPe .'xgprr '+t'Pn wlD•ae NnM .rrN � ` ` ?O Oeaa.b4 via OonVrwl -EMI .toat:at ut r•O+Yod fo• moos• _.._D_.-."r__-._.. fe. _ \ onw•KI,,.,..-1.(aY 1.•x n. artabM rrm.v.I«er•r• n i.. I �wM��,.a err• po"flw.nl men Cat b• � Ilad r I l _ _... D.. •�'; / rsr to tarw•rr',raw to, rr nn. aea uae.lnr .-rY•'Y 2 /// / / S itn I .� .pcs n acwwrc. , r 1 =an Ira -err >.r.M-«o-sw• f I . _ - ri, «ryar 'MINI tiN'.N'c Ira Ira br <LMrruC,N •Jn vxnY L YY. MwN !r :M .nUana , M dYa•a rn,wt r utt In M r, t [Ayr, trrw .• Iawre le r oa . IN 1:..Ive sw sT I SECTION A - A ♦ Raddr t or Contb•rta_ <wa oW •E?jI'' arm •meo..•4o w Y.. 201 ' A a hangles • 001 .�: h.Msy14nwL 1 9v fiber Wool Oat b♦ cc 0mlyd - ( / I•r Ilnr•a+•+a Dna a+enrnw ,o, MI•.r .N .._..__.-_. -- �TKW M awn cw. view• •'•rl Iv rF _ t r -•' I•I• i Prune narrowtrot[ - .1 awt M W 4•Yate I i--- 1 wf. ." .� salt - l ._ --. -._' _._. ... _.._-...... _._ .. ....._._- _ ' and water spouts s s Mar,nl. rlWrc w h i^afdlea Vrgr WI Walln were Oleos ,n aaor"e a -SA � DI-Sa DI-3C IK) NOT Stake Or WfOp ap r�1!•om CG� CM auYb roc•l on Ih:a f / frr •M eyaac�hca,:afs c Guidelines for Grade Change U wn•n w.d r eanklnenae war stondoro /INS i y' -- - -- r ` �� ---- nT. __ 4_ •.r Prune broken branches _ � r trunk unless necessary S-:ando,. is few oat t•d C. - -Mat DEPTH 1. 1 Remove all taps and labels /\ L ; r ` match tn• y Dry Rip Rtp i 1 Y r_-._ 14.r P \ ors Inm qm.s 4 YRaL'6t.. mouniubf. curb cor,flfw•fan lwrollxMa Rlp Rtp „ w 1 t t ' ��i�, n.. y -fh- t 4�a<. vrwn. bay wo: o : t . M r Fapfic i I I r �� Prune suckers jj So. Stm(ford CC-12 f Cwb RTmn der eteae I r I I r a t. a..d wth tN. SlMrdard _ _ - _. SECTION B B CiY9c6 3 I I -;•• \ Wa.um. 1300 15M tiPc1 ! 3 Z 8 -_ _ L- -} ' r q• In aetp __ . MIN Ire 111-ir rodica+not -Iff wadofe .( low if.01 Iron Sea VPDI r a X A / Ih• v.N�etaa f eau't.rnmla or anw4tpot.d F•. rT Mar yr rw.. tern •w r N .TWIN. err" IrwF rofpc, ms'dn at'art .seYld N parr to !� f .,a.oIrq tne�apiw Or djacewt praeo.ee err, aw N r rr'. __1. . °' Y.a..t aware � Cut away011 balm ropes � 9 Pe 2'-3� mulch kept away from trunk j\ rio•Yolr lr 7 .Icn•,. .4.r. . wry �.,..,. " .« .« •.rwrY TM h"dlwww tnarr T IM M•Ir•rq 0"e rp•0'IYd Or n. proM sd p AOvLEIR .O C., �I w t<.wt1 '•Ow IM rMt .I ln• Durbll p,p1 w m1 lap al •M anK Yl t.laanI' I-••Pn Y M ill •.i. r awe ear M via«. r afw O • lk• TgYd :tC1p11 tMur, M plans <r nYmal t.dr WUM. Ilalf•rt rrwtn, -4 o.am arena One «• aprenmyla Mir IIr .H,n.il or'DO»a Or. IAt %too, d,eamla•a XOpJMrf. r•• mar D. w•d nor rTh t•,e•a h c l aecllonT d aarrrt. dde- v. norurnl groan w a «.,ter. n rr.•rn I rrT»ar 6y'Tert / anal NDr«n.n•1 a„M conr•oclw '.am n.tc <end•tro„t r•r "ar n ^•. ••7 r••w w•.. if �Soil well to contain water Ithr ne' no ram. rn•T •.•wr..v,r,4 ar r . N rMU1 w. Remove top of wire basket po•ten of TAt., to art<k"k p r.9 or ••1.r na,nrnw.,«.r.r,rrawr r,aY. _ Sheaf I of 2 _.__...•.-_--_--__ SPECIFICATION ycCltarwt METHOD OF TREATMENT- sPECIF,CAnoN -- STANDARD CURB DROP INLET 4 , Fc,Elf --- �- ��\\ tfwaa: 12'=30" PIPE MAXIM DEPTH (H)=8' UNAMENDED backfJl soil�j\� CONNECTION FOR STREET INTERSECTIONS -� giEt!cE STONE FOR EROSION CONTROL VIRGiWA PARTk4ENT � zoo, 303 7CE ` ^ VINGINIA DE RTMENT 104.U9 TRANS TA71ON POR10IIy bockidl, Water t0 AND CGMMER� IAL EN1 RAcI4 gas ORT _ widen one score hole wall vIRCSMa otv,vtrC,[NT or TRNIjP0it1Atg11 203 08 ale settle soil, finish backfiiling _ TRANSPORTATION - 114.01 STONE Area for water drainage AGGREGATE Remove container and cut circling Leave solid soil pedestal - do �i burlap if as ntaiposer gown, grown or as much STANDARD roots not dig deeper than bull depth NOT TO SCALE I TRENCHING AND BEDDING DETAIL QDig hole 2-3 times root boll width- O TREE PLi+1N M DETAIL V no Scale NO. DATE - DESCRIPTION BY OWD. j H REVISIONS PROJECT NO_ A i I W I< gilbert w. clif f ord & associates, ine. DA 'SON INDUSTRIAL PARK d M s o s y, Jrz DATE o CERTIFICATE NO. 412101 z - _ -9;� D Engineers • Land Planners Surveyors S 'W R PROFILE AND DETAILS �, R GIS EKED 150-C kOldesbu Greenwich rein22 nch North Cameron St. MISCELLANErOUS DETAILS! PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Vir Inio 22601 Q ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493 t5 E-MAIL : clifford®tbi red.com E-MAT w Iif mnsinc.com FREDERICK COUNTY V1fi(;/A1,A I OF gilSert w clifford & associates, inc. 200 N. Cameron Street Winchester, Virginia 22601 540-667-2139 Fax:540-665-0493 e-mail: gwclifjamnsinc.com To: Frederick County Plam 107 N. Kent Street Winchester, VA 22601 We are sending you Hand Delivered Shop Drawings Copy of Letter ❑ Attached Change Order 0 Prints Plats LETTER OF TRANSMITTAL Present Date Job No. 5-8-01 Attention: Jeremy Cam Re: Dawson Lot 3 Under Separate via ❑ Samples Plans Copies Date Description 1 Dawson Lot 3 Sheet 3 of 5 x0 Are Transmitted aFor Approval 0 For Your Use 0 As Requested 0 For Review or Comment 0 For Bids Due Remarks Copy To: 0 Approved/Submitted Approved/As Noted FIReturn/Corrections 0 Approval/Signature 20 the following items Specifications Other Resubmit for Approval 0 Submit for Distribution 0 Returned Corrected Prints 0 Loan Print/Retum 0 Return/with Signatures Signed Ronald A. Mislowsky, P.E., VP RECEIVED MAY 0 8 2001 Rev 3.0 3/10/97 DEPT. OF PLAN NING/DEVELOPMENT -- ---- .._. ----- Ex. CC-- I I > 4 � -- - -- - -- f ._ / -- - -- - XIS , �( e � ,,( �&, TYPE; DI---3B � � ' , e ,` CONS UCTION ENTRANCE �:� �,�� e j E X. D A W S 0 N '� Q R: WITH H RACK REQ'DFrill 00+9 ;' 00+ c`�� I +� rti2 H0 +� j001 ICJ 1" EX.-- --___ -- _ •X- I UC 798. A 4 87.80 " �i < -6. Ic A', d, T C 797.30 g� C 9.0 2+ 57 - % t. '�' I Y ._ -... _.. ... .. ... ..._.._«.. ter+-"' ..^ } a P OP. Dl - 788.25 ° PROM D\3B « 1 } RIMS 9.2 R - 789. T C 789.30 �:. T C 89 7 .8 ' 5 ` ► ! : ` T 89.00 T C 788.50 PROVIDE EC_ 1 ! { I La= 4 FT. W= 3 FT. i I ° T C 78 0 1 I s i ► i i i I -- _ I � T cITT C 789.67 A Z e e a ! d ♦ • e e e ♦ . A d♦ ♦ -_- •° e d e { ! I i,f ♦ e ♦ < ♦ '. 4) LL �� o ,' ! ! • C 797 9090 T C 794,50 ' 7 2.10 VC 797.4 \ i ! 18 HIGH CHECK! DAM VDOT CLASS 1 RO RAPS _. R6 RD I `7 ; i ! ROOF RAIN TO DAYLIGHT ;�, •b T C 79J.50 d J PFOVI VARMINT TRAP (TYP.) !F C 792.50 VC_ 798.50 li T C 796.00 F C ?92.25 T Now() !, - � Lu T C 798.60C - - 792.75 -j N c ! EX. DETENTION OND TR. . �, 8 . - oo I t lN�'. UUT= 770. 0 ,_4 , Y . y.. _ N TIC 791.80 I i i !;� 4D > u. C 792.0I TIC 791, 75 i PRoPA T C 792. / V--I RD RD RD I i ± �\ R `" ' A 1• C 796.85 �/ ♦ c - } 3 J T C 791.70 Z G e4 o o Wa..«_IiYsoW O PROVIDE EC-1 d°. W t a r Q aw o La= 4 FT W W= 3 FT Ld T C LIMITS OF CLEARING o r Lam. - T C 791.60 a• SSW Q T C 792.00 # ♦ f i V) f #! f TIC 790.75 T C 791.60 � X T C 789.00 ---- - -- -- -- -- - -- -= - -- -- o z aY CAAPH/CS4C&E IN FEET) 1 inch - 20 ft. Q PROVIDE EC-1 LIMITS OF CLEARING---� La= 4 FT. { SCALE: 1 '-20 W= 3 f-T. " RECEIVED D*tAVM BY: RAY PFK JEG'T No. MAY 0 8 20 01 DATE 4 2/0 1 DEPT. OF PLANNING/DEVELOPMENT SHEET 3 of 5