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HomeMy WebLinkAbout008-97 American Background (at Westview Bus. Ctr.) - Shawnee - Backfile- k - - LJ) (0) TRW (d _ - - ®� -T) I d c ) lJai L) iJ > - -%.., " CONSTRUCT70N NOTES r GENERAL 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 Iiclflemat%ns rl 4`ts shown or implied as, necessary for the completed facility ready for use. Unless otherwise noted, for all work to be in accordance with applicable Standards and Construction Specifications of Ther nia Department of Transportation, Virginia g Department of Health, Frederick County Sanitation Authont and the contract documents. 2. The en ineer has attennpted to locate existing subsurface utilities, however, such may exist that are not shown. r 9or h Iexercise care in this work so a to avoid damage to an utilities, Any damage shall be the i The cost act sal .. 5 , ,Y ? 9 „ , contractor's res onsibilit. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss QED Utilit 1-800-257-77 7. 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 ,mmediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6, All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets sho!I 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 ,itility, structure or road, and offset hub elevction. SHEET RMEX EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the COVER SHEET Frederick County Public Works Department. Pa 1 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized duringthe construction period. P � 2 SITE DEVELOPMENT 8c LANDSCAPING PLAN 3. All erosion control structures shown or as required during construction shall be continuously maintainedr , throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed 3 GRADING EROSION CONTROL PLAN at the earliest possible date after establishing grade, No area is to rema,n 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 4 SECTIONS MISCELLANEOUS DETAILS 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 wetered 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 land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. OWNER �1EL0PER 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs AMERICAN 'BACKGROUND must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fre Hydrants are not to be obstructed at any time. so P.O. BOX 1150 STEPHENS CITY, VIRGINIA 22655 FREDERICK COUNTY SANITATION AUTHORITY PHONE; 665-8056 1, Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick Count Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority 52 Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed The FCS.A responsiblerchitectural drawings. buildings as shootheAwn on the 4. 'or the installation of water meters. Before a permanent meter ,is set they will require: 1) the frame and �ovee, be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3 thdistonce between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of he meter box assembly to be in proper working order. It is the contractor's responsibility to have 3/28/97 Revised per Frederick Co. Dept. of Planning & Develor,ment Coimments of 3/24/97 ss RAM the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. NO. DATE DESCRIPTION BY CHIC. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's ossistont engineer. ell REVISIONS 6. The Frederick County Sanitation Authority shall top all existing woterlines. They will furnish the materials for and SITE make the tap. The contractor must make application for and pay the, cost of t is work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. ViRGINiA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VOOT) Road and Bridge Specificotions, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. in the event of conflict between any of these standards, specifications the most stria ent shall govern. or plans, g � g . _ 2, All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration Vicinity Map and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance Scale 1"- 2000' with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be OWNER'S CERTIFICATE certified in accordance with VOOT's January, i994 (or latest edition of) Road & Bridge Specifications, Section i ii C1 F 104.04-C. I hereby certify that the property contained in�- 4. Design features relcting to construction or to regulation, control and safety of traffic may be subject to change C U cs de, necessary by VDOT. this Subdivison Is with free consent and In accordance t 5. Pr*,or to initiation of work., Contractor shall be responsible for acquiring all necessary VDOT land use permits for with the desires of the undersigned owners, proprietors any work on VDOT right-of-wa or trustees,_ 6. If require by the oval VDOTeside+icy Office, a preeonstruction conference must be arranged and held by the aLn A. MtsLawsicv, JR. engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT o Pin. ;T2o674 iron to initiation of work. �. FEE ey Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined J�l7 n` length of time. VDOT will also require 48 hours notice for any inspection. Date o �� 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way, through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & �r Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be �tUA maintained through construction. ITT IPUAfl 00 �3 - 9 7 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of 6 E; rw -E construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36„ cover and, _r� �© when possible, to be installed under roadway drains a facilities. `�� � 9 11. Any unusual subsurface conditions encountered wring the courseofconstruction 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. Approved by Frederick County Zoning Administrator 7 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement CNI of fill. Ll� 13. All roadway fili, base, subsurface material and backfill of utilityy/storm sewer trenches shall be compacted in 6' ° j lifts to 95� of theoretical maximum density as determined by AASHTO T 99 Method A, within plus or minus 2% of � � � W nor Land Planners purveyors _ _ _ ,� �� optimum moisture for the full width of any dedicated street right -of --way. At the direction o. VDOT inspector2,SC, / Q density tests performed by a qualified independent agency, she be conducted as required in the VDOT Road and Site Pi Approval Valid for 5 Years From Date Shown Hence Date ��cr' Bridge Specifications, A copy of oil tests shall be submitted to VDOT prior to final VDOT approval. 200 North Cameron ga APp 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where ��Greenwich�'a determined necessary by en Inspector, re ricks u� 4 Virginia 22 1Winchester, Virginia 01- 15. The installation of any entrances and mailboxes within any dedicated street. right-of-way shal meet VDOT `� minimum design standards and is the developer's responsibility. PHONE: 16. If re uired b the local VDOT Resident Office, co ies of all invoices for materials within an dedicated street (70 ) PHONE: ( ) 667-2139 9 q Y Y P y sp P P Y P Y 7 8 �'2 5 FAX: ( ) -0 3 � � �� ���� �° ri lit-of-wa must be provided to the VDOT 'Inspector nor to acceptance of work. Unit and total aces may be � ®� obscured. 17. Prior to acceptance by VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis.'` 4 INV (689.76) -� - FCSA TO INSTALL TAP & LINE TO ROAN. OWNER TO INSTALL METER BOX. I FCSA TO INSTALL METER. 1-2" CORPORATION STOP ALL UTUILITY v CROSSINGS I I BY V1)OT w I i PUSH, JACK OR BORE ►— ; METHODS. - (36' MIN. COVER REQ'D.) a Cn ? JAMES RIVER EQUIPMENT ; 1,8330 ACRES o P.I.N. 64-((A))-80N '-' T I I ZONED: MI +1 USE: INDUSTRIAL N o `. ) N l 3 i ARBOR DRIVE! I I ,I I ' u PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (T 218/2" SM 2A) PROPOSED CONCRETE AREA (5- CONCRETE) PROPOSED GRASS AREA PROPOSED EASEMENT AREA EXISTING CURB ZONING BOUNDARY COLONIAL LIGHT FIXTURE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED UNDERGROUND TELEPHONE SERVICE PROPOSED GAS SERVICE _ti it {� l i I 18" RCP i f SITE DEVELOPMENT SUMMARY PARCEL IDENTIFICATION NO. 64-A-159J EXISTING LOT AREA 1.4523 AC. ZONING M-1 CURRENT USE VACANT LOT 2 I F PROPOSED USE OFFICE GEORGE W. JR. & CAROLYN G. GLAIZE CONTRACT OWNER: NEW IMAGE GRAPHICS (NOT PROVIDING SERVICES TO THE 2.00 ACRES LOT 1 ! I GENERAL PUBLIC ON A REGULAR P.I.N. 64-((A))-1591 Z AMERICAN BACKGROUND I SETBACKS: BASIS AS THE PRIMARY USE) — — — — — — — — ZONED: M 1 � 1.4523 ACRES FROM R/W 75' 2 FT. CONCRETE USE: VACANT a P.I.N. 64-((A))-159J SIDE 25' FLUB w ZONED: M 1 I REAR 25' I R=10' 5 FT. PARKING USE: VACANT I { I 8.28' „ E_ SETBACK `� _ 355.00' OFFICE FLOOR AREA 10,080 SF � PROVIDED 10.0 LAJ F 4` SEWER LATERAL. CLEANOUT I I FAR P 6 CLEANOUT �'� 1 IfZ TEL �, -1 " LILEANOUTS REQUIRED Al 100 N. O.C. H cv I EXISTING TREE 16 FT. OVERH D DOOR S 5 S. N AND AT FCSA EASEMENT I.— - _ - -- - — -- -- -- �s 00 TO BE RELOCATED - - X 04 X 77,00' '�`� o - 17.0' 16. ' 100, y sn q 25 18' �22' LJ ID NCHIrWRK x 16,080 Sq. Ft. CL RR SPIKE W z a r4 o PROPOSED OFFICE BUILDING POWER POLE :` o t O ELEV.=692.69 ONE STORY BUILDING I W 75' R R.L. 2 RELOCATED F.F. ELEV. 691.00 x J- �,� �'� TREES BLDG. HEIGHT: 20 FT. POLE MOUNTED \ z EXISTING TREES TO n- I ,;<;;:><::><:;:>^ BE RELOCATED VAN ACCESSIBLE 4'x4' I HANDICAP PARKING CONCRETE PAD - I �\ EXISTING # (do. ® 6' high) SIGNS. (TYP. OF TWO) w GAS VALVE 77.00 3�q 60' 24' �-. 100, N " •- f 16' 4224 3 RELOCATED TREES VDO CG-12 VDOT CC- 12 N E ,p X 31 r1'i 10.E g ' EXISTING TREES TO o o l �6 SR BE RELOCATED N $ y6' g (dio. ®6` high) 3 _ UT CG-12 00 C714.onto- 0 4 zn 4' _ TYP 1 \ 2c 1 P REL TEDNEES (TYP � 16.78' EXISTING , -- FIRE HYDRANT'- f ------- �� Ex -Brick Wail Avg. 4.7' ___� __ — —.`� {}}LL 4;�} 12 ST SIGN 688.83 sq. ft. AREA krl-- -- `\8- - -- - - ._� _ __. 25 FT. SLOPE, DRAT DROP I LET TO BE DEDICATED `�.. s4, -QF DRAINAGE _.._ AND UTILITY EASEMENT TOP ( 31) AS ROW TO VDOT 10 00-- _' _ g, - INV. -- ( 46) o z TOP -- N 38•2$,S3„ - _--------- _ _�34.00'------ N . 5*58'16" W 11 - f, 686 _ 4.41 L=78.54' INDEPENDENCE DRIVE ------ UNP S TED SPEED LIMIT Proposed Pedestal sign. The dimensions shall be i In conformance with all VDO County sign requirements. — I — Grams MPdinn-- i !1t%l fl: LEGEND ` I 4 1 1 /2` WATER METER M INV. (688.99) a LLJ RELOCATED TREE 5' TAPER x W X - ssi 10 FT. PRIVATE SEWER a° I PARKING SPACES REQUIRED 40.3 EASEMENT REQUIRED 47 SEDER LATERAL.. AT 1 /250 SQ. FT. __. CD —i TAP BY FCSA I HANDICAP SPACES REQUIRED _ 78.00' o STANDARD PARKING SPACES PROVIDED 54 CD HANDICAPPED SPACES PROVIDED 3 PROPOSED DRAINAGE EASEMENT 00 I TOTAL SPACES PROVIDED 57 ' . I LOADING SPACES REQUIRED 0 ' 25' R.L 30 FT - 24' ASPHALT COATED CMP I I LOADING SPACES PROVIDED 0 I ® 0.83% LANDSCAPED AREA REQUIRED 15,816 SF i I LANDSCAPED AREA PROVIDED 41,051 SF v \\ I PARKING AREA LANDSCAPED REQUIRED PARKING SURFACE AREA 22,245 SF I REQUIRED PARKING AREA LANDSCAPED 1,112 SF AT 5% OF PARKING AREA _ - 78.p0 - - PARKING AREA LANDSCAPED 2,502 SF PARKING LOT PERIMETER 1,376 - T 2 FT.I I PERIMETER TREES REQUIRED 34 - -- �- Fl1JA1M E t I AT 1 TREE/40 FT. SPACE TREES REQUIRED 6 EA AT 1 TREE/10 SPACES REMAINDER OF GLAIZE I TREES REMOVED 0 12.82'_j GEORGE W. JR. & CAROLYN G. GLAIZEI t �► 75.60 ACRES TREES REQUIRED 40 A I P.I.N. 64-((A))-159F ,fi 0����� TREES PROVIDED 41 cv ZONED. M 1 j USE: VACANT , -H' DISTURBED AREA 1.4 ACRES - WOODLANDS DISTURBED AREA 0 ACRES 12.87 'b 30 RCP 2' Z I ' I INV.=678.40 �� NOTES: / I THERE ARE NO STEEP SLOPES, FLOOD PLAINS, WETLANDS 30.0' w 17.72 �� - "� SINKHOLES OR OTHER ENVIRONMENTAL FEATURES ON THIS SITE. - _ 1- FH ASSY.- - ALL HANDICAPPED RAMPS PER V.D.O.T. STANDARD CC-12. LOCATED AS DIRECTED BY V.D.O.T. INSPECTOR. `� �20' Water Line - M RELOCATED TREE r - 1 _ =_-- _ -- = T j w -- - �- __ _ - NO PERMANENT OUTDOOR TRASH RECEPTACLES ARE PROPOSED. ' EOBE REI OCATTED VDOT CG-12 _�� - -" - _ _,= " NO POLE MOUNTED LIGHT FIXTURES ARE PROPOSED. _ _._ = 15"'RCP DROP INLET CD NO OUTDOOR STORAGE AREAS ARE PROPOSED. - - - TOP (683.31) INV. (678.0,5)_ R=570.00' = w ..r f .'x-F CG-12 L=60.82r � __. .� TRIP GENERATION 10,080 SQ. FT. OFFICE BUILDING r' -. 310' to 4 ii _1"''` _ _ J IIII - -- --- . ---_-�-�'; Stop Condition Site Distance --�.- -- -_- =' -�. �; _ _ ___ _ _ 1 24.56 PER ITE 51H OED RIP GENERATION Over4- Easement _ - _ _ _- - _ _ - ESTIMATED TRIPS PER DAY - 248 UTILITY PEDESTALS a a EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE &STRUCTURE PROPOSED WATER MAIN —..•� W. " EXISTING WATER MAIN PROPOSED FIRE HYDRANT — — PROPOSED GATE VALVE & BOX w+— ._ ....__. PROPOSED CURB & GUTTER ZB EXISTING SAN. SEWER AND MANHOLE - - PROPOSED SAN SEWER AND MANHOLE _, s--♦—+s. s �— --I ELEC 1---- PROPOSED ROOF DRAINS -- I R.D. i — I TEL F---- ---IGAS►— 11- 4P CURB &GUTTER_- _ DELIVERY TRUCKS ONLY. TOP (686.37) EX. SAN, MH. - - - - - TOP (684.57) _ _ _ - _ -- - ti,' DROP INLET - `''` INV. (673-13� -` i~ — - - - - - - ` c Y 4 TOP (686.37) INV. (673.19) I I INV. (681j� .15) t. , FX 4' SIDFWA.I K VIRGINIA APPLE STORAGE 10.2059 ACRES . ZONED: M 1&Art c r'1`A SE: WAREHOUSING PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY PRYUS CALLERYANA "BRADFORD" BRADFORD PEAR 2" CAL. ® 6' ABOVE GROUND AS SHOWN 9 ACER RUBRUM RED MAPLE 2" CAL. ® 6' ABOVE GROUND AS SHOWN 12 PRYUS CALLERYANA "ARISTOCRAT" CALLERY PEAR 2" CAL. 9 6" ABOVE GROUND AS SHOWN 12 • CORNUS KOUSA KOREAN DOGWOOD 2" CAL. ® 6' ABOVE GROUND AS SHOWN 4 r CRATAEGUS PHAENOPYRUM HAWTHORNE 2" CAL. ® 6" ABOVE GROUND AS SHOWN 4 < > TAXUS CANADENSIS CANADIAN YEW 24" MIN. HEIGHT 4' O.C. 66 SEEDING REQUIREMENTS PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED WILL RECEIVE TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR AT A. MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: MORE THAN SEVSN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 200 LBS. TALL FESCUE PER AC. 60 LBS. GERMAN MILLET PER AC. (MAY THRU SEPTEMBER) 12 LBS. ANNUAL RYE PER AC 60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU APRIL) 1000 LBS. 10-20-20 FERTILIZER PER AC. 450 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS STRAW MULCH PER AC. 2 TONS STRAW MULCH PER AC. PERMANENT SEEDING WILL OCCUR AS A FINAL PHASE OF CONSTRUCTION ES7IMATED TO OCCUR DURING SUMMER 1997. SEEDED AREAS TO BE CARED FOR AS NECESSARY TO ENSURE GRASS EMERGENCE �I H OF nald A. Mislowsky, Jrr O CERTIFICATE NO. v 206 4% � REGISTERED PROFESSIONAL ENGINEER _"/ ffd&1?wjr" 20 10 20 40 /At fTf7 1 inch = 20 ft. y 690 i j I I _ I E. I Sequence of Land Disturbing Activities a. First Step: _ 1 Construction et nrance LOT 2 ) (2) Silt fence; GEORGE W. JR: & -CA ROLYN G. GLARE i I CONTRACT OWNER: NEA -'IWAGE GRAPHICS _ (3) inlet p �-o t e c t i o n; f ( 4) Detention pond. 2.00 ACRES LOT 1 I P.I.N. 64-((A))-1591 `- AMERICAN BACKGROUND + - - - '----- -- -- -- _ --- IP RAP 1.4523 ACRES I b. Second Sep: - I �-- -- - - - -• - - - ZONED: M 1 � + PROVIDE o �- USE; VACANT P.I.N. 64-((A))-159J .� a INV. (688.99 __ - Ibt=2 Ff to stockpile area; 7 18 RCP TREE PROTECTION V001 CLASS Al", - 7ONED: -1G r _ _ -- _ - I I (1) Strip topsoil p INV. (689.76) --- -- - _-{_ - i / 9 USE: VACANT (2) Provide vegetat.;ve cover If over _ LL S 38°28'33" E ,--T/C 6M75 / '`\\ - I I 7 days. -_ - __ -- -- -- -- _ 355. CC J ---�� \ \ VDOT EC-2 REQUIRED -- _ C Thlyd step -- T/C 689:75 - - 684 T/C 690.9 T/C sls.�o 685.75 \,' .a k��� 6a3 5o I + 1 g l grade e and tollctlon �s2� o u r a d 1 7 oT/C 6E - 1 689.25 of ut;l•ties; ;1's+ , E-' I /C - A 16 FT. OVERHEAD DOOR.. I ` =� t 69U T - - \ - w T/C 6*9 y � I 2 milt fencing; fir , - h _---- s° C 5 - - __ _ __ _ _ - _ ._ ___-.___-- _. - --_-_ _ _ _ (3) Inlet protection, rip rap a n d INV- 686.5 f1 RIP RAP"__.- x � --- I 11 CHECK DAM �R y C-? VDIDT EC1 outlet protection T/C 59167 / - In, \ `- T/C 690. �f+' ._ .� - } _ 18' HIGH ° "� c� tT/C 691 2t1 ` 3 DOWNSPOUTS DRAIN TO DAYl1GF _ I `' °O c JAME� - PROVDE SI'tASH PAD AT EACH d" o -� w I i d . Fourth t e p R'VER EQUIPMENT �' I I 16 080 S Ft. `� IHV. IN i RIP RAP 1.8330 ACRES I - -.Q (1) Finish grade; P.I N. 64- A)-80N �-- PROPOSED .OFFICE BUILDING ' \ set.00 CHANNEL LINING , I r (()1 �- �� �'� 6�l ! \ o (2) Seeding of dist�Irbed areas not ZONED. M 0 ONE STORY. BUILDING _ { _ 682 1 I D o v e c. USE: INDUSTRIAL 'r' I\. - - \ h }. c� F.F. ELEV. 691.00 BLDG. HEIGHT: 29, FT. s; ca I \ T/C 694.00 - - - T/C 693.15 4'x4' I, -INV. OUT=680:75 I CONCRETE PAD - I EC-i REQUIRED APRON LENGTH = 8 ft. (TYR, OF TWO) ` 6805 (ESTIMATE) LENGTH = 6 ft. T/C 692.80 1 y 1 _ 686 RIP RAP Usi�. .r..- `, _- 1_- ° J. •-Q _--- a 1 + ,.j • . o . '_�_ • '. r s ' \ \` _ L=V 1, W=3 FT. T/C 695.33 -� - -r - -- _� --� VDO1 CLASS Al i 099 T/C t --_-_ - T/C 685.25 ' TC696.0 ` - 7 N \\ - R GLAIuE _: �__ BRINDER OF os� GECRGr JR. & I"AROL`'N G. GLAi4E 5-60 ; -T/C 695.0 T/C 693,0� ,`'� .60--/� I w F.I.N7 ACRES T/C 694.33 ZONES:.. M1 1 / USE: VACANT f I \ T/ 694.0 F/C 686.25 T/C T/C 685.80 '0 RCP T/C 687 IP--J678.40\ -� -- 69450 i V.j TIC ARBOR DRIVE >\� \ ._- -- -- I EX6-PING STORIA DRAINAGE A STRUCTURE ! PROPOSED STORM DRAINAGE do STRUCTURE PROPOSED CURB k GUTTER DRAWL Flow EXISTING GPADE PROPOSED GRADE PHASE I PROPOSED GRADE PROPOSED EASEMENT AREA -_-� -- -- - -,- PROPOSED S'LT FENCE SF CONSTRUCTION ENTRANCE W/WASH RACK J ' RIP RAP CHANNEL LW SAL' FEWE INLET PROTECTION SILT FENCE TREE PROTECTION DA TO FLUME 11 = 0.52 AC. C=.8 TC=5MIN. i ,o = 6.8 in./hr. 010 = 2.8 cfs DEPTH OF FLOW IN 2 FT. CONC. FLUME 0 3,00% = 0.22 FT, DA 1C FLUME 12 = 0.10 AC. C=.85 T c = 5 MIN. i,o= 6.8 in./hr. Q10 = '60 cfs DEPTH OF FLOW IN 2 FT, CONC. FLUME 0 5.5% = 0.07 FT. DA TO DITCH SECTION A -A = 8.5 AC. C=.40 T c = 8 MIN. i ,o = 6.0 in./hr. i 2 = 4.5 in./hr. Q,o = 20 cfs 02 = 15 cfs TEN YEAR DEPTH = 0.91 FT. TWO YEAR VELOCITY = 4.34 fps 20 10 0 %0 40 (/NFEE7} 1 inch = 20 ft. OF old A. Mislowsky, r z 0 CERTIFICATE NO `.1 7 20 s REGI EKED PROFESSIONAL ENGINEER _ Rip Rap Check Darn to be placed following removal of the riser, r I I I � I I BF10 WALL - I w I � I � I n I INDEPENDENCE I DRIVE I I Top of bean at 68-15 Emergency overflow at 683,5 Proposed grade Embankment / Q7 24' CMP at 0.83% Invert :n = 681,( Anti -Seep Collar,; to be 4,5' x 4,5' and be placed r4 ft a art, cantered o'1 the embankment, One two , hown Embankment to be pla _ed cnd compacted in 8' lifts. No topsoil, organics, or stones greater .han 6' diameter shall be used, Material shall be compacted to 95% of moximur density (it Piz or minus 27. optimum moisture, Cla Core to ex -..end 5 ft beyond ends cf embankment, andY 2 ft below (xistincl grade. The top of t�1e core shall ue Elv 683,0. Deptn of CorE Trench c iven is general, actual required depth should be determined by sods specialist at the time of constructi,m. Maximum s�ie slope Is 1:1 Vcore material shall mF-et the following ed classification: X SC, ML, MH, CL of CH. ParticIp size 95,"' passing 112' sieve kWHOF POSTS SHOUL[. BE HIGHLY VIS4BLE nJ I Ip I ull IIIIII Iy VI I 1r1 C J I, Clckss i rip rap lining on channel over slope Grade ove f low di .ch to ti.? to ex, ditch)N Clay Core 24'—T USE $WIRE ANCHOR POIS MUST BE 'U' TO SECURE /n MSTC D TO A DEPTH OF FENCE 30TTOW NO LESS THAN 1/3 JF THE 111 .. / TOTAL HE6W OF PO>T NOTE`: 1 R TOT DVCE ShMD B_ AVW D. 2 XVICE SHOULD EE WSAINED 1"JGFOUT C04STRUCICN 3 DEVICE SHALL BE PLACE[ AT THE DRIP WE OF THE THE EXISIMIG TREES PRIOR TO AW LAND DISTUFBANCE. 4 MTECTKA SHAL _ BE IN PLACE. BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION L Deterltior Pond Section ORMQ MESH concrete thrust block r � 54' � ANTI-SE[P COLLAR DETOIL lot to scale trench width as required Ins,. Out = 680,7 EC -1 Required \05 Bar E,F 3003 psi Concrete col.ar 1?' thick �'� TONE CONSTRUCTION ENTRANCE 70' Milt EXISTING A PAVEMENT S:1 FILTER CLOTH 6• UpN A NTaAJ77 IiLE BERM SIDE ELEVATION EXISTING GROUND 12, MIN. 70' WIN- B 4ASHRACK z-- VOOT III I I .- POSITIVE DRAINAGE COURSE AGGREGATE B • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS LA N VIEW OPERATION SECTION A --A SECTION B—B direction of sett'Ing to be approved prior to installation concrete pad 1'-6" sq. x 6" deep i i screw !ype adjustable valve box FIRE HYDRANT ASSEMBLY locator peg mechanical joint swivel tee with 6" branch -• MIN, 1 JO' MIN �- EXISTING PAVEMENT to, MIN CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. FLOM 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL i FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FEN �E CULVERT INLET FRCTE"TION EN DWAL L TOE OF SILL CULVERT I SILT FEN ;E Z- TOE OF FILL * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD E14BANI, MENT FLOW SAWCUT I; INS DE PVVT. _ ED-E OF GUTTI R. EX. PAVEMENT -1 * MATCH EX.PA'kMENT CROSS SLOP: � I EX. G-6 TO EE REVOVED SECTION B PROPOSED BUILDING F.F. ELLV. 691.00 MIMI SM 2A - r BM-2 8" 21-F �— PROR )SED I;RADE EXISTING GROUND - VDCT � EC-2 2 FT. SECTION C cost in place access door, :entered in top (see note 1) -� vorles 2' ,nax. at property line (se,� note roadwciy box- 2" type K copper f_ tubing (no Joints from main to curb stop) 7 \-sadcle with Corp oration E top Ovate rain ball valve curb stop - with FIP ends, with gate ,calve cpercting nut F„ Fcrd FC hH 77 H(:-15B 2" custom setter (meter by FCSA) standard fl of top for dicmeter 4 r mar hole fin ed grade 3' riser sectio I for 4' diarneter mcnho!e avith cutouts 1` so id support blocks \ under ust�)m setter �-6" stone bejdin,I NOTES: - 1. Access door shall be by Hallidoy Pr Dduc is w.. or c,ur approved equal: 8' a) in non -traffic area - model no. 31 R.303C b) in tratfic area - model no. h 1 R2424 2 Water service crossing street shall he encased in E" di 3. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping stall run from or foot )eyond sidewalk, typical across the ,treet, to one foot beyond sidewalk. 1 1 2" and 2" -METER INSTALLATION � 54' � ANTI-SE[P COLLAR DETOIL lot to scale trench width as required Ins,. Out = 680,7 EC -1 Required \05 Bar E,F 3003 psi Concrete col.ar 1?' thick �'� TONE CONSTRUCTION ENTRANCE 70' Milt EXISTING A PAVEMENT S:1 FILTER CLOTH 6• UpN A NTaAJ77 IiLE BERM SIDE ELEVATION EXISTING GROUND 12, MIN. 70' WIN- B 4ASHRACK z-- VOOT III I I .- POSITIVE DRAINAGE COURSE AGGREGATE B • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS LA N VIEW OPERATION SECTION A --A SECTION B—B direction of sett'Ing to be approved prior to installation concrete pad 1'-6" sq. x 6" deep i i screw !ype adjustable valve box FIRE HYDRANT ASSEMBLY locator peg mechanical joint swivel tee with 6" branch -• MIN, 1 JO' MIN �- EXISTING PAVEMENT to, MIN CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' MAX. FLOM 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4- 4. BACKFILL AND COMPACT THE EXCAVATED SOIL i FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FEN �E CULVERT INLET FRCTE"TION EN DWAL L TOE OF SILL CULVERT I SILT FEN ;E Z- TOE OF FILL * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD E14BANI, MENT FLOW SAWCUT I; INS DE PVVT. _ ED-E OF GUTTI R. EX. PAVEMENT -1 * MATCH EX.PA'kMENT CROSS SLOP: � I EX. G-6 TO EE REVOVED SECTION B PROPOSED BUILDING F.F. ELLV. 691.00 MIMI SM 2A - r BM-2 8" 21-F �— PROR )SED I;RADE EXISTING GROUND - VDCT � EC-2 2 FT. SECTION C cost in place access door, :entered in top (see note 1) -� vorles 2' ,nax. at property line (se,� note roadwciy box- 2" type K copper f_ tubing (no Joints from main to curb stop) 7 \-sadcle with Corp oration E top Ovate rain ball valve curb stop - with FIP ends, with gate ,calve cpercting nut F„ Fcrd FC hH 77 H(:-15B 2" custom setter (meter by FCSA) standard fl of top for dicmeter 4 r mar hole fin ed grade 3' riser sectio I for 4' diarneter mcnho!e avith cutouts 1` so id support blocks \ under ust�)m setter �-6" stone bejdin,I NOTES: - 1. Access door shall be by Hallidoy Pr Dduc is w.. or c,ur approved equal: 8' a) in non -traffic area - model no. 31 R.303C b) in tratfic area - model no. h 1 R2424 2 Water service crossing street shall he encased in E" di 3. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping stall run from or foot )eyond sidewalk, typical across the ,treet, to one foot beyond sidewalk. 1 1 2" and 2" -METER INSTALLATION 1 3/2$, 7 Revised per Fredericl,. Co. Dept. of Planning & C,evelopment Comments of 3IX T w NO. DATE DESCRIPTION REV1310NS -- — - P'Poll 0 F A.iVERIC4N BA CKGR0 UNIT gilbert w. �;lif f ord associatee, Inc. ld�Misosky,�J�V_.w AT CERTiFlCAT� No. J �{ �E2 GG4%% 2 Engineers • Land Planners • Surveyors WEST VI W BUST VESS CENTER REGI RED PROFESSIONAL 1i50-C o� cireenwicn Dr. 200 North C�or, 3t n' SECTIONS and MISCELLANEOUS DETTAIL,�S ENGINEER "vp�pp� Feder tksbu'p, Mr*" 22401 PHONE: (703) 8D8-2115 Whchest•r, *girva 22M PHONE: (540) 667-2M FAX: (703) WS-2tt5 FAX: (moo) fii; a3J FRr": DE-?/Cl' CJUNTY /IRGI, ss FAM BY CNK'D. 6166 DATE= 21, 7/9;- 1 4 of 4 4, I in LL _)) °k�) VV t L) (. CONSTRUCTION NOTES GENERAL 1, The contractor shall furnish all materials, abor and equipment and perform all work including restoration for tie B completed instoflat on 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 Department of d ids a Freda nstr ctiCountyS Specifications of The Vn inia Department of Transportation, Virginia PP P Authority the contract documents. 2. P The en ineer has attempted to loate existing subsurface utilities, however, such may exist that are not shown. g Th contractor shall exercise care in this work so as to avoid damage to an utilities. An damage shall be the e Y 9 L contractor's responsibility. The contracto, shall notify all utility companies 72 hours prior to construction. Call Miss l tility 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified it the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditicns encountered during the course of the work shall be immediately brought to t,ie attention of the Engineer and/or the Owner. 5. Contractor to obtain„ at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All ggrading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets sholl be submitted tc the Enggineer for approval prior 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. SHEET INDEX EROSION CONTROL mom 1, A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the RIUM11 Frederick County Public Works Department. °e 1 COVER SHEET 2. Tempporary and permanent 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. 2 SITE DEVELOPMENT & LANDSCAPING PLAN 3. All erosion control structures shown or as required during construction shall be continuously maintained fir throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base ins -tolled at the earliest possible date after establishing grade. No area is to remain deruded for more than 7 calendar days 3 GRADING & EROSION CONTROL PLAN when construction is not in progress. g 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the offectee 4 SECTIONS & MISCELLANEOUS DETAILS area. 17 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 gross coveir, Areas not graded shall be disced, leveled and seeded to achieve lawn conditions_ FIRE & RESCUE 1. Burning of land clearing debris requi--es a permit from the Fire Morshcl. Burning of construction debris on site ��T}�T 7�a is prohibited. O l� ER DEV LOPER 2. Access for emergency vehicles must be maintaired at all times during construction. Temporary sb-eet signs must be posted as construction. begins. Contractor must ensure that parked vehicles do not impede access to fire �MERICAN BACKGROUND hydrants. Fire Hydrants are not to be obstructed at any time. so P.O. BOX 1150 I' REDERICK COUNTY SANITATION AUTHORITY STEPHENS CITY, VIRGINIA 22655 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall PHONE: 665-8056 additionally meet oil requirements of the Frederick Count Sanitation Authority. The contractor shall coordinate with this agency cnd arrange for irspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority 52 Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be morkec with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Arrchitecturol drawings. ° -- 4. TFe FCSA is responsible for the installation of water meters. Before a permanent meter is set they wil, require: 1) the frame and cover be (properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final - grade of the lot, 3�he the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of meter' box assembly to be it proper working order. It is the contractor's responsibility to have 1 3/28/97 Revised per Frederick Co. Dept. of Planning& Develooment Com°rnents of 3/24/97 ss RAM the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the laterai are to be coordinated with the Authorty's assistant ��• ®�iE DESCRIPTION I3Y CIII<. engineer. REVISIONS 6. The Frederick County Sanitatior Authority shall tap all existing waterlines. They will furnish the materials for cnd SITE make the tap. The contractor must make application for and pay the, cost of t is work. 1. Frederick County Sanitation Authority approval of this site plan expires two (2years from drite of approval VIRONIA DEPAR MENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Wood and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply w`th the latest U.S. Department of Labor Occupational Safety & Health Administration Vicinity Map and VOSH Rules do Regulo1ions. 3. When working on VOOT n_igght-of-way, all traffic control, whether permanent or temporary, shall be in accordance Scale 1 = 2000' with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDO'Ps January, 1994 (or latest edition of) Road & Bridge Specifications, Section ;OWNER'S CERTIFICATE �Oc 104.04-C. I hereby certifypropertyL� r1 QF P 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to changethat thecontained in F, cs deemed necessary by WDOT. this Subdivison is with free consent and in accordance 5. Pr*or to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for with the desires of the undersigned owners, proprietors any work on VDOT ri ht-cf-wa . 6. if re uire b the local VDOT 4sidenc Office, a reconstruction conference must be arranged and held b the or trustees, q Y Y p 9 Y ADD A. P9ISLaWSKY, Ja. Z engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT Y 1919 7 ❑ s,+o. �2o67d 5rior to initiation of work. c3 . Contractor shall notify thie local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. Date -off 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way throw h construction and' maintenance of a construction entrance in accordance with the Virai,_nia Erosion & NG`� Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be S`srONA maintained through construction. C SITE'PEAR 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of # �o g " q construction. APP' i")'`� E D 10. 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 crainage facilities. II 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to v ® c l o a` , in(c. the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design car be determined by the engineer and approvedi by V.D.O.T. Approved by Frederick County Zoning Administrator �i 2 �6�, 12, All undercut areas and borrow material sholl be inspected and approved by VDOT Inspector prior to placement �® of fill. �� 13. All roadwa fill, base, subsurface material and backfill of utili�y/storm sewer trenches shall be compacted in 6" ° ��� 4 slip lifts to 95% oil theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2 of ngin er ® Land Planners e ur vewor� �� e � r A Optimum moisture for the fulll width of any dedicated street right-of-way. At the direction of VDOT inspector d' Gov' `„ a� ®e ' l density tests performed by a qualif,ed independent agency shall be conducted as required in the VDOT Road and - Bridge Specifications. A copy, of ail tests shall be submitted to VDOT prior to final VDOT approval. Site Pi Approval Valid for 5 Years From Date Shown Hence Date 14. VDOT Standard CD and QUID underdrains sholl be installed where indicated on these plans and further where 150- lde Greenwich r. 200 North Cameron St. determined necessary by VDOT Inspector. p 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shad meet VDOT Fredericksburg, Virginia 22401 Winchester, Virginia 22601 minimum design standards onid is the developer's responsibility. 16, If required by the local VIDOT Residenc Office, copies of all invoices for materials within any dedicated street PHONE: (703) 898®2fl5 PRONE: ( ) 67®21 ° yy roNumber- obscured.right-af-way must be prowded to the VDOT Inspector prior to acceptance. of work. Unit and total prices rnoy be o (703) -2'� j a 17. Prior to acceptance by VDOT of any streets, any reggwired street signsge and/or pavement markings must be installed by he developer or, at VDOT's discretion, by VDOT on an account receivable basis. �fP 3 I i 1 1 i ! j i I li u T - I T 1 /2` WATER METER - - I I C INV. (688.99) '18RCP INV. (689.76) FCSA TO INSTALL TAP &LINE TO ROW. - -- - RELOCATED TREE 5' TAPER >< 1 ?C I Q OWNER TO INSTALL METER BOX. FCSA TO INSTALL METER. co C\2 �� X 1- CORPORATION - STOP F-�•-j-- ALL UTUIUTY O I -- I CROSSINGSLn BY VDOT PUSH, JACK OR BORE ►- METHODS. (,W MIN. COVER REQ'D.) Cr- I T I cri i JAMES RIVER EQUIPMENT i 1,8330 ACRES P.I.N. 64-((A))-80N 4 ZONED: M1 +1 USE: INDUSTRIAL in cN : 1 T f ARBOR DRIVE IL LOT 2 GEORGE W. JR. & CAROLYN G. GLARE CONTRACT OWNER: NEW IMAGE GRAPHICS 2.00 ACRES P.I.N. 64-((A)) -1591 - - - - - - - - ZONED: M 1 w 2 FT. COt,xRETE USE: VACANT o FLUME CE R=10' 5 FT. PARKING ` 8'28, 'E SETBACK \ J � � m \ CL.EANOUT F355.00' LOT 1 I i AMERICAN BACKGROUND 1.4523 ACRES P.I.N. 64-((A))-159J ZONED: M 1 I I USE: VACANT I I 4' SEWER LATERAL. CLEANOUT � I RED T 100 FT 0 C SITE DEVELOPMENT SUMMARY PARCEL IDENTIFICATION NO. 64-A-159J EXISTING LOT AREA 1.4523 AC. ZONING M-1 CURRENT USE VACANT PROPOSED USE OFFICE (NOT PROVIDING SERVICES TO THE GENERAL PUBLIC ON A REGULAR SETBACKS: BASIS AS THE PRIMARY USE) FROM R/W 75' SIDE 25' REAR OFFICE FLOOR AREA 10,080 SF FAR ALLOWED 1.0 FAR PROVIDED 0.16 rrL Tfz N CLEANOUTS REQUI A AND AT FCSA EASEMENT - N I �10 FT. PRIVATE SEWER �° ' PARKING SPACES REQUIRED 40.3 W N � 16 FT. OVERH D DOOR s� 15 s s s.s. s.s. i .TO RELOCATED N - - - - - - - - - - EASEMENT REQUIRED 4' SEMIIEER LATERAL AT 1 /250 SO. FT. X - �� \ - -- - - -- ----__ . _--_- _ - - - - AP BV FCSA I HANDICAP SPACES REQUIRED 2 --- - ---- -_ _. T X 77.00' '�� 78.00' ' o I STANDARD PARKING SPACES PROVIDED 54 U o 17.0' 16. ' 100' I p HANDICAPPED SPACES PROVIDED 3 W0 PROPOSED DRAJNAGE' EASEMENT 6o t # � TOTAL SPACES PROVIDED 57 ';�� 25 18' 122' iDOWNSPO� �" tiQ \ ` 25' B.R.L I I LOADING SPACES REQUIRED 0 CLL ►BENCHMgtLK x - 16,080 Sq. Ft. `? \ 30 FT. - 24' ASPHALT COATED CMP I LOADING SPACES PROVIDED 0 RR SPIKE IN z 2'v0 PROPOSED OFFICE BUILDING ` I 0 o.a3x POWER POLE .- d 1 ! ,. LANDSCAPED AREA REQUIRED 15,816 SF 9 I ONE STORY BUILDING \ ��� 1 � ` 0 ELEV. 692 6 _ 75' B.R.L. I \� 2 RELOCATED F.F. ELEV. 691.00 ? 1 LANDSCAPED AREA PROVIDED 41,051 SF U-) z 1. 1�,� 3•o TREES BLDG. HEIGHT: 20 FT. POLE MOUNTED \� \ I I~ X EXISTING TREES TO VAN ACCESSIBLE 4'x4' I PARKING AREA LANDSCAPED REQUIRED ><, :><• .> BE RELOCATED HANDICAP PARKING CONCRETE PAD I EXISTING PARKING SURFACE AREA 22,245 SF I I (dia. 0 IThigh) SIGNS. (TYP. OF TWO) I REQUIRED PARKING AREA LANDSCAPED 11,1112 SF � w GAS VALVE / 77.00 � 60' 24' j I - 100' 78\ I AT 5% Of PARKING AREA � N I N2 16' / - - - ��- - - PARKING AREA LANDSCAPED 2, N 0 �4�/` \ 502 SF U PARKING LOT PERIMETER 1,376 0 3 RELOCATED 5"Il RDEW - , . ' . A • , , ,. o I FLUMEI + j PERIMETER TREES REQUIRED 34 to l J J S "' AT 1 TREE/40 FT. o / VDO CG-12 VDOT SPACE TREES REQUIRED 6 EA CG-12 AT 1 TREE/10 SPACES - REMAINDER OF GLAIZE I� ,ems \ ,� ____ GEORGE W. JR. & CAROLYN G. GLARE I / TREES REMOVED 0 --^- 91• , .2 Igo 3 ��� 8 8 8 12.87 ► L.LJ 75.60 ACRES � ���� � TREES REQUIRED 40 8 8 g 13'f EXISTING TREES TO o I P.I.N. 64-((A))-159F S�� / TREES PROVIDED 41 RELOCATED N $ y g (dia. 0 6' high) � "' N CV ZONED: M 1 1 DISTURBED AREA 1.4 ACRES • VDOT CG-12 r� USE: VACANT , WOODLANDS DISTURBED AREA 0 ACRES f co ��. 1 t. s;P �;`� 12.817' L(7 � 3d' RCP c6 J Igo 10, � 2' t Z � � INV.=678.40 -'�� / NOWT S: 4 ", TYR I I . oo 2 frh RELOCATED ES (TYP. ^,; I I - - THERE ARE NO STEEP SLOPES, FLOOD PLAINS, WETLANDS EXISTING , �� - 16.78' 30.0' 17.72" i� _ �� SINKHOLES OR OTHER ENVIRONMENTAL FEATURES ON THIS SITE. FIRE HYDRANT - - �'- � ` off, Ex.Bric Wall - - / / - �w'"' ECG-12 `� Avg. 4.7' High0 - - _ _ _ 1- FH ASSY. L _ � - ___- ff ALL HANDICAPPED RAMPS PER V.D.O.T I \ < :• <.,:><:;:>c:;:>< ; ><- '>c:;.><.,><:;:><:,.'ir"a<:;:>c:;:>r:;:><:;:>c:;: :;:><:;:> :><:;:>s:;.ac:,:>< :: :;:><><:;:><:;:><:;:><:::><:;: ><:;:><:;:><::::c:;:><:: ..> ' ><;;,> :> -Line - DIRECTED Y VD.O.T.INSPECTOR. _ STANDARD CC- 12. LOCATED AS D REC ED B D 0 �; {} 4 NmDROP I LET STOP SIGN N .20 Water I - D 688.83 sq. ft. AREA -- .. - - _sc- M - x �\68 - _- _.____ � � 25 FT. SLOPE, DRAINAGE - ►' . � I RELOCATED TREE _----, yJ_ _ _. j� _ TO BE DEDICATED I S4- �_ 1 { - - ----,a_ -�- --- -- n.r._ - _ w AND UTlltfl' EASEMENT TOP .31 A_NO PERMANENT OUTDOOR TRASH RECEPTACLES ARE PROPOSED 0 _ - - INV. �6 .63) - AS ROW TO VDOT __---- - - _ -` INV. ( 0.46) �' TREE VDOT CG-12 - - \ NO POLE MOUNTED LIGHT FIXTURES ARE PROPOSED. I - - --- --T - _ _ (686.31 z = TO BE AID � -N -38 2� 3 �11t ----_ _ __ _ __ _ -_ - -` 3fl 0�-----___ - __ _ _ - _ 1�1 35 5.8_16 W -- _ _ - -- „- - - -- 114.41 s 15 R _-- DROP INLET CP i R=50.00' _ _ - _.__. T_.. �.w.�_ -�` - _ _ - I - NO OUTDOOR STORAGE AREAS ARE PROPOSED. L=78.54' INDEPENDENCE DRIVE - - _ �_ _h_. _ - _:=- _- _ --.- TOP (683.3 I Pr I - INV. (678. -o UNP STED SPEED LIMIT oposed Pedestal sign. R = 5 70.00 -- --- - - The dimensions shall be in conformance with all VDOT cG- L=60.82 -! �' TRIP GENERATION 12 ---� County sign requirements. 10,080 SQ. FT. OFFICE BUILDING .- I Grams Medina 310' to 450, - _ : ,��'` ,� ' ,� SQ. FT._24.56 �_ _ --- _ _ _ • _ = 1 k ;1 a - RATE/ 1000 Stop Condition Site Distance _ PER ITE 5TH ED. TRIP GENERATION I LO Over Easement _ f /'� ESTIMATED TRIPS PER DAY = 248 LEGEND PROPOSED CURB & GUTTER - -- -_ UTILITY PEDESTALS 0 0 PROPOSED CURB & REVERSE GUTTER _ :_ EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STANDARD PAVED AREA (8- 21B/2' SM 2A) PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN .-..� w PROPOSED CONCRETE AREA (5- CONCRETE) ' EXISTING WATER MAIN - - - PROPOSED GRASS AREA PROPOSED FIRE HYDRANT PROPOSED EASEMENT AREA _ _ PROPOSED GATE VALVE & BOX 0 4 wt-- EXISTING CURB PROPOSED CURB & GUTTER ZONING BOUNDARY Z8 EXISTING SAN. SEWER AND MANHOLE COLONIAL LIGHT FIXTURE >� PROPOSED SAN. SEWER AND MANHOLE -+SS.+-----+5.5.«- PROPOSED UNDERGROUND ELECTRIC SERVICE ELEC ►- PROPOSED ROOF DRAINS -- I R.D. I PROPOSED UNDERGROUND TELEPHONE SERVICE ---ITEL�- PROPOSED GAS SERVICE --i GAS E--- CURB & R - - ____ . _ � .__-- --�• TOP (686.37) Ex. SAN. MH - __-�a - y TOP (684.57)- -� DROP INLET 4Y INV. (613�13� -;• -! - - - - - �- -' TOP (686.37) INV. (673.19) INV. (681.15) ;+ EX. 4' SIDEWALK VIRGINIA APPLE STORAGE 10.2059 ACRES P.I.N. 64-((A))-159D 4=' ZONED: M 1 `;USE: WAREHOUSING PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY PRYUS CALLERYANA "BRADFORD" BRADFORD PEAR 2' CAL. 0 6' ABOVE GROUND AS SHOWN 9 ACER RUBRUM RED MAPLE 2' CAL. 0 6' ABOVE GROUND AS SHOWN 12 PRYUS CALLERYANA "ARISTOCRAT" CALLERY PEAR 2" CAL. 0 C ABOVE GROUND AS SHOWN 12 • CORNUS KOUSA KOREAN DOGWOOD 2' CAL. 0 6" ABOVE GROUND AS SHOWN 4 CA CRATAEGUS PHAENOPYRUM HAWTHORNE 2" CAL. 0 6' ABOVE GROUND AS SHOWN 4 <:: > TAXUS CANADENSIS CANADIAN YEW 24" MIN. HEIGHT 4' O.C. 66 SEEDING REQUIREMENTS PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED WILL RECEIVE TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: MORE THAN SEVSN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 200 LBS. TALL FESCUE PER AC 60 LBS. GERMAN MILLET PER AC. (MAY THRU SEPTEMBER) 12 LBS. ANNUAL RYE PER AC. 60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU APRIL) 1000 LBS. 10-20-20 FERTILIZER PER AC. 450 LBS. 10-20-20 FERTILIZER PER AC, 2 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS STRAW MULCH PER AC 2 TONS STRAW MULCH PER AC. PERMANENT SEEDING WILL OCCUR AS A FINAL PHASE OF CONSTRUCTION ESTIMATED TO OCCUR DURING SUMMER 1997. SEEDED AREAS TO BE CARED FOR AS NECESSARY TO ENSURE GRASS EMERGENCE. P\,1 H OF nold A. Mislowsky, Jrr' O CERTIFICATE NO. - v 206i'!4% YRE?ISTERED PROFESSIONAL ENGINEER - A9iiWJ�apr� 20 10 0 20 40 ( IN fu-T 1 inch = 20 ft. DELIVERY TRUCKS ONLY. 4 CV ' i ' I 18" RCpINV. (688.99) C A Wit- 1/C o H �I �:D ob o c v - JAMES R'.VER EQUIPMENT 1.8330 ACRES i -- P.I.N. 64-((A))-80N 'V) ZONED: M1 +I r USE; INDUSTRIAL J I - o (n L_- O . T/C 694.00---- CL LLJ �-+ ­, F r E_ _ V r' LOT 2 GEORGE W. JR. 1-TARO_ LYN G GLAIZE _ i CONTRACT OWNER. NEW (RAGE_ GRAPHICS ' - 2.00 ACRES LOTS P.I N. 64-((A))-1591 AMERICAN BACKGROUND ZONED: M1 1.4523 ACRES N .I P159J PRf)\AnF �I L - • .__ USE; VACANT _.N. 64- A (( )�- - ZONED: M r .\ USE: VACANT .. -7 r r /N n 1 I Est---- - - ---- - - -- .. I o 6 00 RIP RAP t CHANNEL LINING °fI I I 1NV. 75 EC-1 RUARED APRON LENGTH = 8 ft. \680.5 (ESTiNATE) LENGTH = 6 ft. \ I 1 RIP RAP I --- L=8 FT, W=3 FT. I Sequence of Land Disturbing Activities a. First Step: 0) Construction entrance; (2) Silt fence; (3) inlet protection; (4) Detention pond. b. Second Step: (1) Strip topsoil to stockpile area; (2) Provide vegetative cover if over 7 days. c. Third step: (1) Rough grade and installation of utilities; (2) Silt fencing; (3) Inlet protection, rip rap and VDOT EC--1 outlet Protection. d. Fourth Step: (1) Finish grade; (2) Seeding of disturbed areas not paveC. LnI ---- , , _.--- _ T/C 695.33 -=+--- ---- t---- VOOT CLASS Al 694 T/CI \ T `-4 TX 696.0 - - } - T/C 685. ! /C 685.25 i •CN r� \ :, - -- _ { .REMAINDER OF GLAIZE ! , \ J?6 I I GEORGE W. JR� & L AROLc N G. GLACE' w 6 A R B 0 R DRIVE 3 i LEGEND LEGEND E?(17NG STORM URE DRAINAGE & STRUCT PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GLUM -' DRAINAE FLA EXISTING GRADE PROPOSED GRADE PHASE 1 PROPOSED GRADE PROPOSED EASEMENT AREA PROPOSED SILT FENCE --- SF CONSTRUCTION ENTRANCE W/WASH RACK � c, PIP PAP CHANNEL LINK SILT FENCE INLET PROTECTION SILT FEW.E 1REE PROTECTION I 685.55 I 7�.60 ACRE I / 1/C 693.0 � ��. � `�,, �, T/C`f,85.60-� I � P.I.N. 84.-((A)) ,159E -1 c ss5.o cv ZONED: M I T/C 694.33 , 1 \ �► , �► USE: VACANT .I T 694.0 F/C 686.25 / 6 " / T/C 685.84 0� RCP , - - `��` T/C 687 ---"� � I `- �' I I 1NV�678.40 �-T tt 694.50 T/C 687 Ex Brick Wah _T/C 6ON6.10 - - - - '25 FT. SLOPE, DRAINAGE 686 35 T/C 685.50 6�Sq, - - _. AND UTILITY EASEMENT ` `-' -- - - 'r 10 oo, TOP ° -- - - - 686.31 V --- M8 33 W - -- -- - - - T - - - 13f}.-f 114 4 5 1 W 1 - - RCP -- - i R=50.00' - - _ _ _ 1 L=78.54' I N ___ T - _- - - - - DEPENDENCE TRIVE --- - _ - _-- Ci FCC s5.7a - s3JNP STED SPEED LIMR - 570.00' 82 -- r - 1 r �, y; Li) -� , r _ TER RED & GU .- - _ __ - - -- OP (686.37)_J- -- -- - - - T--l�^ _ _ -- -- _ 682 - . SiDEWALK 1IIRGINIA APPLE STORAGE -- - - - - - - y - ZONED: M1 --- - _ USE WAREHOUSN G - S. DA TO FLUME 11 = 0.52 AC. C=.8 Tc = 5 MIN. 6.8 in./hr. 010 = 2.8 cfs DEPTH OF FLOW IN 2 FT. CONC. FLUME 0 3.00% = 0.22 FT. DA TO FLUME 12 = 0.10 AC. C=-85 T5 MIN. i 1a = 6.8 in./hr. Q10 = .60 cfs DEPTH OF FLOW IN 2 FT. CONIC. FLUME 0 5.5% = 0.07 FT, DA TO DfTCH SECTION A -A = 8.5 AC, C=.40 TC = 8 MIN. i 10 6.0 in./hr. '2 = 4.5 in./hr. 01s = 20 cfs 02 = 15 cfs TEN YEAR DEPTH = 0.91 FT, TWO YEAR VELOCITY = 4,34 fps 20 10 0 20 40 (/NF£ET) 1 inch = 20 ft. PAS `1 Ofi did "Mislowsky, O CERTIFICATE NO. - v q1O-E 714 IREGRED PROFESSIONAL ENGINEER _,.,/ Z. 4 11 97 1 Revised per VDOT Comments of 4/10/9735 RAM r I I I 1 I I I BFICK WALL I LAJ I � I � I 1� I 1 I INDEPENDENCE ' I DRIVE ' i I Top of befrl at 685.5 Emo_rgency Dverfiow at 683.5 Proposed grade-,, '1� y Rip Rap Check Dam y to be Placed following Etnbcnkr�ent / remwa of the rig>er, AL 24' CMP at 0.83% Invert n = 681,( Anti -Seep Collars to oe 4,5' x 4,5' c;nd be placed C4 f t apart, centered on the erlbankient. One of two shown Embankient to b,, pia _ed c.nd compacted in 8' lifts. No topsoil, organics, or stones greater :han 6' diameter shall b� used, Material ;hall be c )mpacted to 957. of maximur density at pljs or minus 27. optiMUM rlo►stUre. Clay Core to ex .end J ft beyond ends cf embankment, and 2 f t below Existing grade: The top of t,ie core shall he EN 683,0. Deptn of Core Trench riven is general actual required depth should be determined by sods, specialist at the time of construction. Maximum side slope h 11 Clayy core material shall meet the following: Unfied clascifica ;ion: 'X SC, ML, MH, CL or CH. Particle size! 9T, passing 112' sieve 1NCHOF POSTS SHOULD BE - WAY VISABLE Clay Core ?4t—Y� 4 Deterltior Pond Section J�IGt ESH USE T WIRE / \� �ANCHJR POS'S MUST BE T' TO SECURE INSTALLED TO A DEPTH OF FENCE 3OTTOM / NO 1:55 THRY 1/3 DF THE _ -TOTAL HEIGHT OF P0'3T 0 NOTE`,: 1 R-IOT D&AGE SH)ULD B' AVOIDED. 2 DEVICE SHOULD EE MAINTAINED TW%GFOUT CONSTRUCTION. 3 DLWE SHALL BE PIACEL AT THt. DRIP I NE OF THE Q THE EXIS?MIG TREES PRIER TO ANY IANf DISTUF9A14CE.. 4 PROTECTW N SHAI.- BE IN PLACE. Za BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION J �- Class Al rip rap lining on crest / - Class 1 irip rap lining on channel over slope Grade overflow �-ch i concrete thrust block � 54" --�► iINTI-SEEP COLLAR DETAIL lot to scale trench width as reauired Im. Out = 68035 EC-1 Requir?d \#5 Bar E.F. 300) psi Concrete cot ar 12' thick STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING, PAVEMEM 1 A 3;tj FILTER CLOTH 6• LAIN A MOUNTA:BLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND I 70• MIN. OBWAiSHRACK 10' MIN. 4 l2' MIN,f0' NiN ` EXISTIWPAVEMENT VOGT III POSITIVE DRAINAGE to, MIN, COURSE AGGREGATE B i • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION 12' IAN. SECTION A -A RE1�..,"��„ �.,...."• LWAIN �,rALL SECTION B—B direction of setting to be approved prior to installation as required — concrete pad V-6" sq. x 6" deep 2" min. 6" max. i I screw !ype l'•:I adjustable stone to be minimum valve box %—of 6" above top of base I r I locator peg megalugs ?I ii ' Vr•ti•1.1 ti�•,1•�•1•ti•ti.�•ti.ti1�I•J.�•r•1•I.t. t• . . ?i �•i �f .t�.t:�:�l}Tjlf:.+:r•'r:'ti•♦ ♦.t.ti.�•Vl f �• 1.1.1.ti•�.ti•ti.ti•�.ti:'f':•�•f•I.1• � N •�• N r, •r•�• �• ti mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'AX Jill rLOW lu —11T1 � 4- 3 STAPLE FILTER MATERIAL 4 BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. e,��c FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE CULVEF'T INLET FROTE "T10N i - ENDWALL i TOE OF' 7'ILL- I CULVERT i I _ o JI I I I ' I I i I I 1 r Z. TOE OF FII L * DISTANCE IS 6' MINIMUM IF FLC'rV IS TOWARD EMBANkMENT — FLOW SAWCUT 6" INS DE PVMT. EDGE OF GUTTER. I I �I �I oc I EX. ':G-6 TO BE REUOVED EX. PAVEMENT -/ \ *MATCH EX.PA'IEMENT CROSS SLOP_ SECTION- B PROPOSED BUILDING F.F. ELM. 691,00 I -1 1/" SM A -3" BM-2 J3' 21-8 — PROPOSED GRADE SM 2A - 8" )l-B E� EXISTING GROUND \ -CT EC-Z 2 T. SECTION C cost in place accass door, centered in top (see note 1) - varies 2' Inax. at property :ine (sea note ) roadway box a. — 2" type K copper � tubinq (no joints �from curbm stoplin ) \-sac( le with core oration stop wate.- -lain ball valy? curb stop with FIP ends, with gate valve opercting nut E, - Fcrd FC HH 77 Hl:-1.513 2" custom setter I (meter by FCSA) standard flat top for 4 diometer mar hole grade 3' riser sectio i for 4' diameter mcnho'e with cutouts C� - 2" in - Z� -so id support blocks \ under :ustom setter \— 6" stonE be Jdin,I NOTES: - 1. Access door shall be b} Halliday Products or our approved equal: $' a) in nori-traffic area - model -lo. 51 R.503(' - b) in traffic :-)rea - model no. 1-1R2424 2. Water service crossing street shall he encased in E." die. SCH40 PVC cr SDR21 piping. The CUTOUT DETAIL piping mall run from or,e foot -3eyond sidewalk, typical across the Areet, to one foot beyond �IdeAolk. 1 1 /2" and 2" METER INSTALLATION 1 3/28,/97 Revised per Fredericl• Co. Dept of Plonning do [,evelopment Comments of 3 /X O. DA'T'1E — �� N — aEVISfor4s AHERICAN BA CKGR0UND gilbert w. dif f ord & a8sodates, ine. old A. Mis owsky, Jrg AT ID U c� T2 t AT 4 No s, k Engineers Lend Planners Surveyors ffT.STVIEW' BUSLVESIS CENTER E3ISTERLD PROFESSIONAL 150-C Old* cireww1ch or. 200 North Cameron St SECTIONS and r MISCELLA.VEOI�S DETAILS ENGINEER FrederdabL% VirgW 22401 Wk+ d*ster, Wginia 22M PHON E� (03) WS -2W PHONE: (5Q) 667-M FAX, 03) e�-'2n5 I=Ax (w) ems-oaa� FRGDEr?/Cfr' ciuAlTY ✓lRC/� RAM Pnoit-c-r NZ. 6 1 66 DATEt �/, 719; t31-EET �4 /s 4