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HomeMy WebLinkAbout15-99 Airport Warehouse at Arbor Court - Shawnee - Backfile (2)a- n u CONSTRUCTION TIO Y NOTE 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 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 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 ovoid damage to any utilities, Any damage shall be thg contractor's responsibility•.� The contractor shall notify all utility companies 72 hours prior to construction. Cali Miss Utility 1-800-257-7777. 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, of 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 worm performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should showexisting 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 focal ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced ore to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 colendar-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. 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 cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. EIREA RESCUE 1. Burning of land clearing 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 and specifications and shall additionally meet all. requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection byy the Sanitation Authority as necessary. 2. Exact locations for sewer and water services fo be directed by the Frederick County Sanitation Authority Inspector in the field.. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugTed with a waterti lit plug. The ends of the laterals shall be marked with a treated 2x4 post extending from t�e 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 build inggs as shown on the Architectural drawings. 4. The FCSA is responsibie for the installation of water meters. Before a permanent meter is set they will 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) 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 the contractor's' responsibility to have 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 lateral are to be coordinated with the Authority s assistant engineer. An application for services must be mode and fees paid. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cos of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two years from date of approval. 8. A double check valve bockflow prevention assemble is to be installed on anyy line (fire or domestic) that goes into a building. The assembly must meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Rood 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 with the latest U,S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3, When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT'I 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. Design features relating to construction or to regulation, control and safety of traffic may be subject to change os deemed necessary by VDOT 5, 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. 6. If required by the local VDOT Residncy Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project fromthe adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Vr i is Erosion & Sediment Control Handbook, See 3.02. Furthermore, access to other properties affected by this p shall be maintained through construction. 9,. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 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 drainage facilities. 11. 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. 12, All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2�, of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency, shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval, 14. VDr3T Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. 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, 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required, street signage and/or pavement markings must be installed by the developer or, at VGOT s discretion, by VDOT on an account receivable basis. 18. CG--12 Curb ramps (Persons with mobility impai ents) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/ Inspector, .�rfM151P°/ r�.Y;fA'41�� ,fil/r1 +✓//AT ./JINN/l/ Y.4i;%Ykilf .; �U?fR hs'tr d'.5V%.(f d., .r`�' :,'fl did �� .//r.L ll.M.f4HA/,,:/J/1464.'J� ...Y14IdH/�.Nr .r N /PYljrg, +k/M1l..JY/dP�, f.!=%ACP� flrY.iY/A4%/,%Y TI.t/d'9t% :tU/,WiY6Ne W4� }/et"">;/� prM - ! l� .Y FIY x:vz. +e+uv.'.e•' Er+, yma'rrw' $ ¢ t'. .� Syery Y `��6s' f "�'. ✓i Finzr�• N !ri x� .D' <S .rir �:v' 1. . � .vr �,�.a• "�"iir ..v �✓s,:.; /i ( h9.4o/:,' .lylapJw... itr' � •'�' W.�yy k. :.u' ''b'I,vy f T 74111 r, r r � J r ,• R Y" d I Vicinity Map Seale 1 "= 2000' FEBRUA JL2 4 y19 J zi 4--ilbe-Ame-t r� Engineers o Land Planners o Surveyors 150-c Olde Greenwich Dr, .200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: () 667-2139 FAX: () 898-2115 FAX: (540) 665-0493 SHI_"r d .I DEX 1 COVER SHEET 2 SITE DEVELOPMENT PL{;a 3 SECTIONS & DETAILS 4 MISCELLANEOUS DETAILS OWNER/DEVELOPER: JOHN OVEREND 2019 MAGARITY COURT FALLS CHURCH, VIRGINIA 22043-2627 PHONE: 703-356-7123 Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date U SITE PLAN 'I... &µROVED Project Number. REVISED 9-3-99 PER F.C.S.A. COMMENTS Sheet Number 1 Of 4 REVISED 8-27-99 PER F.C.S.A. AND V.D.O.T. COMMENTS ., GLAIZE & 13ROTHER5 TM 64 ((A)) PCL 80J 13.350 ACRE5 U5E: INDU5T. ZONED: M-1 RIM=705.38 -` INV. IN=693.68 �. INV. OUT=693.58 Ex. Overhead Electric and Bell Atlantic Telephone PHASE 1 FIRE HYDRANT ASSEMBLY 8" X 6' REDUCER 1-8" TAPPING SLEEVE AND VALVE PHASE 1 5/8" WATER METER ✓�� ��©��DEDICATED TO - COMMONWEALTH OF VIRGINIA. BY V.D.O.T• GLAIZE & BROTHER5 TM 64 ((A)) PCL 60M 5.068 ACRE5 U5E: INDU5T. x ZONED: M-1 cl; Z PROVIDE HANDICAPPED ACCESS. MAXIMUM CROSS SLOPE= 1:50 ROAD CROSSING BY JAC!L/ AND BORE METHODS. EX. MANHOLE RIM=706.00 INV. IN=695.80 INV. OUT=695.70 EX. MANHOLE RIM=706.61 INV. IN=695.21 INV. OUT= 695.01 PHASE 1 FIRE HYDRANT ASSEMBLY DENNI5 HERNDON TM 64 ((A)) PCL 80A 5.03 ACKE5 U5E: INDU5T. ZONED: M-1 HANDICAPPED ACCESS RAMP REQUIRED AS DIRECTED BY VDOT INSPECTOR. Existing Fire Hydrant ✓Nl. PLANTING SCHEDULE PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64-A-801 EXIST. SEWER MH TOTAL PARCEL AREA 7.8880 ACRES RIM=702.24 ZONING M-1 BLUE RIDGE IND. INV. IN=692.64 ADDRESS 321 ARBOR COURT, WINCHESTER, VA, 22602 PHASE 1 TM 64 ((A)) PCL 800 INV. OUT=692.44 PHASE 3 CURRENT SE VACANT 4' SEWER LATERAL 13.350 ACRES FIRE HYDRANT ASSEMBLY PROPOSEDUUSE WAREHOUSING BENCHMARK U5E: INDUST. TOP FLANGE BOLT ZONED: M-1 EXISTING LOT AREA 7.8880 ACRES \ ( OF FIRE HYDRANT ELEV.=705.48 W DEVELOPED LOT AREA 7.5 ACRES Fy KIp RIM=702.37 SETBACKS _- EX. 8" SA . SEWER INV. IN=691.87 - - REQUIRED PROVIDED PHASE 4 INV. OUt=69t.77 (UNPO 0 5PEE0 LIMIT) FIRE HYDRANT ASSEMBLY FRONT (CORNERSIDE) 75' (75') 75.16' & 80.00' __. �.�... .__M. SEC. RTE.1000 AiZBOR COURT _ � ..� .. � .., SIDE 25' 81.92' EX. 8' SIR l8 60� RNV EX. W M (A�PE< X. L I N REAR 25 65.38' wl . , , , • _ EX. GAS MAIN (APPROX. LOCATION) �. MAXIMUM M-1 HEIGHT 60 FT. ............ . .... ......... ................... e .................... . N6023' 'E IRF N 64`U6'2T E„ 529.73' _ _ _ '' .� - -- -- -- FLOOR AREA TOTAL EX: SHENAND(AH GAS CO. ESM Y e an` oah Gos Line (Approx. Loc.) PHASE ONE 24,000 SQ. FT, (D.B. 7$ PG. 127) PHASE TWO 24,000 SO. FT. ---- F.C.5.A. CON5TRUCTION NOTES: _. y - ------ R CD _ PHASE THREE 24,000 SO. FT. _. - __.__-- ----___-_ _ _ _____-- -__-- - _..__ _____-- _ _-- 1. TAPS FOR FIRE HYDRANTS TO DE DY F.C.5.A. PHASE FOUR 24,0 00 SQ. FT. -25' PARKItiO-t$1-SETBACK--_: 1 96,000 SO. FT. SEWER LATERAL INSTALLED 3Q p i : 2. F.C.5.A. TO INSTALL WATER 5EROCE5 THRU BY (JACK AND BORE METHODS N - I DEVELOPED LOT AREA 7.8880 ACRES _�04 EASEMENT METER BOX AND SEWER LATERAL5 TO PROPERTY LOT AREA DISTURBED 7.50 ACRES SERVICE 704 LINE. FAR ALLOWED 1.0 TE VALVE 9 FAR PROVIDED 279 MINIMUM LANDSCAPED AREA 25% (85,900.3 S.F.) :... ......... . ...... ........... - .............. • ... F 46 S.F. 6 ©C14 1 <<)' . •20' 1, _ ` 1.�.b,.. I \ Existing ire Hydrant NOTTES- LANDSCAPED I AREA PROVIDED 166,9 (48 %) 1. STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE MAXIMUM BUILDING HEIGHT: 60' BUILDING CODE AND SECTION 311, USE GROUP S (STORAGE) PROPOSED BUILDING HEIGHT 32' I I OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT PARKING PHASE 1 PHASE 2 PHASE 3 PHASE 4 APPLY AREA CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING - AND FACILITIES. REQUIRO PROW REQUIRED PROVIDED REMPROVO REMREO PRO*O .4' CONCRETE SIDEWALK 2. AT A MINIMUM 5' x 5' CONCRETE STOOP TO BE PROVIDED AT WAREHOUSE (1/EMPLOYEE) 4 4 4 4 ALL EGRESS DOORS. TOTAL PARKING SPACES 4 21 8 21 12 21 16 21 24000 SQ.FT. BUILDING 24,000 SQ.FT. BUILDING 24,000 SQ.FT. BUILDING 24,000 SQ.FT. BUILDING ' STANDARD SPACES PROVIDED 19 g•qq' HANDICAP SPACES PROVIDED 2 PHASE ONE PHASE TWO PHASE THREE PHASE FOUR WINO. WOOD -WORKING CORP. TOTAL SPACES PROVIDED 21 F.F. = 704.50 F.F. = 704.50 F.F. = 704.50 F.F. = 704.50 I � TM 64 ((A)) PCL SOD I 10.92 ACRE5 PARKING LOT SETBACK: REQUIRED: 25' MIN. FROM RIGHT-OF-WAY/5' MIN. FROM PROPERTY LINE MAX. HEIGHT- 92 FT. = PROP. MAX. HEIGHT= 32 FT. PROP. MAX. HEIGHT= 32 FT. PROP. MAX. HEIGHT= 32 FT. I U5E, INDU5T. PROVIDED: 26' FROM RIGHT-OF-WAY/20' FROM PROPERTY LINE A ZONED: M-1 POLE MOUNTED HANDICAP PARKING 3 LOADING SPACES REQUIRED 1 40000 S.F.) PROV O CIf N'� INCTAI I FIl PFR VIRf INIA I I , 2.4 4 RFC ` I701.OU AT A MINIMUM 5'x5' CONCRETE STOOP TO A BE PROVIDED AT All EGRESS DOORS. JAME5 RIVER EQUIP. TM 64 ((A)) PCL 80Q 2.&3 ACRE5 J'F, U5E: INDU5T. ZONED: M-1 .. ......... .... .......... _ • ........... 1f2F BOTANICAL COMMON NAME SIZE AT PLANTING SPACING QUANTITY {} FLOWERING PEAR FLOWERING PEAR 2" CAL. - 6' HIGH AS SHOWN 8 ILEX CRENATA "HE7Z11 " HETZ HOLL Y 36" HIGH 4' ON CENTER 32 SEEDING REQUIREMENTS Permanent SYabilization: All disturbed areas not paved sholl rec&W a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per or 12 45. Annual Rye per cc. 1000 lbs. 10-20-20 Fsr6k4w per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction Temporary Stobi/ization: Seeding to stab /ize areas left denuded for more than 7 days but not yvt at final grade shall be as follows: 60 lbs German Millet per cc. (Aky through September) 60 lb. Annual Rye per ac. (October through April) 4,50 tons 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch pqr oc. Seeded areas to be watered and cored for as necessary to provide grass emergence. 9 �, p0, �E1�EM a a ROUTE 1000 ARBOR COURT r� r•- MATCH EXISTING PAVEMENT EXISTING PAoENl 1 1/2" SM 12.5 4' BM 25.0 8' 2lB * MATCH EXISTING CROSS SLOPE SECTION THRU PROPOSED ENTRANCE v: I I I � 20' RAINAGE I EAS ENT lYpp LOT 4-A CHANNEL E E c� GRASS LINING 010 RF E. O PROP. STR. #1 `/��L 25 REAR SEEK / TYPE: -�,.- _�- 700 x 701 0-0 ___ T_ �r _ • SF ., - S' PARKING S . l e€ ga0.60 PROVIDE EC-1 CLASS Al RIP RAP La= 4' W= 6' PROVIDE PERMANENT LEVEL SPREADER 0 DEARING BEVERAGE TM 64 ((A)) PCL 80E 5.02 ACRE5 U5E: INDU5T. ZONED: M-1 . R4)0H/CSCWE 40 20 0 40 8o IN FEET 1 inch = 40 ft. STORM SEWER DESIGN COMPUTATIONS CULVERT FROM TO LENGTH SLOPE HEIGHT, B WIDTH, W POINT POINT INV. IN INV. OUT (FT) (FT/FT) (IN) (IN) NOTES 1 STR 1 OUTLET 696.50 696,25 30 0.0083 18 18 CMP 2 STR 2 OUTLET 697.80 696.50 180 0,072 18 18 CMP 3 STR 3 STR 2 699,00 698.00 115 0,009 15 15 CMP Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation, Str. No. From Inv. In Inv. Out Inv, In. Top Elv, Type Throat(f t) 1 A 696.5 696.5 --- 699 SWM-1 --- 2 B 698 697.8 --- 700.5 DI-1 --- 3 C --- 699 -- --- ES-2 --- 4 D --- 701.5 --- -- ES-2 --- g+�j¢IQItl A. Mislowsky, o CERTIFICATE NO. - �' 020674 REGISTERED PROFESSIONAL ENGINEER ;il1bYa,;;ll►Le PARKING LOT PERIMETER 240 FT. PERIMETER TREES REQUIRED 6 (1 PER 40') PERIMETER TREES PROVIDED 6 INTERIOR TREES REQUIRED 2 (1 PER 10 SPACES) INTERIOR TREES PROVIDED 2 PARKING LOT LANDSCAPING REQ'D. 450 S.F. (5%) PARKING LOT LANDSCAPING PROVIDED 1,100 S.F. NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. ALL UTILITIES TO BE LOCATED UNDERGROUND. DEVELOPER SHALL FILE FORM 7460-1 NTH FAA. NO OUTDOOR TRASH RECEPTACLES PROPOSED, ALL SIGNAGE SHALL. CONFORM TO THE FREDERICK COUNTY ZONING CODE, SECTION 165-30, SIGNS. NO OUTDOOR LIGHTING PROPOSED. NO OUTDOOR STORAGE PROPOSED. LEGEND BITUMINOUS PRIME & DOUBLE SEAL PAVEMENT UTILITY PEDESTALS [-T-] I 1 EXISTING STORM DRAINAGE & STRUCTURE - PROPOSED STORM DRAINAGE & STRUCTURE - PROPOSED WATER MAIN wF------ EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX 04 W ; PROPOSED CURB & GUTTER EXISTING SAN, SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE - iS. S. +--0 S. (- PROPOSED UNDERGROUND ELECTRIC SERVICE ELEC I PROPOSED UNDERGROUND TELEPHONE SERVICE -- TEL1 PROPOSED GAS SERVICE - !GAS! - DRAINAGE FLOW EXISTING GRADE PROPOSED GRADE PROPOSED EASEMENT AREA - - PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE ®Q� RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION 704 696 C n J 0 U Cr . IJ C 25.95' 39.90' PROPOSED GRADE ,BITUMINOUS PRIME & SEAL 137.05' 7.60' 114.00' 114.00' 114.00' 114.00' - --- - 24,000 SQ. FT BUILDING -- — 24,000 SQ. FT BUILDING ---- 241000 SQ. FT BUILDING 24,000 SQ. FT BUILDING PHASE ONE PHASE TWO PHASE THREE PHASE FOUR F.F. 704.50 F.F. 704.50 F.F. 704.50 F.F. 704.50 118.75' SECTION A 190.00' 24,000 SQ. FT BUILDING F.F. 704.50 BITUMINOUS PRIME — & SEAL — -- STORMWATER MAKGEMENT AREA PHASE ONE _ -- � J , SECTION B PROFILE -FIRE HYDRANT ASS'Y.- PHASE 4 FOND A SWM-1 DRAINAGE STRUCTURE TOP OF DAM . 701.0' TOP U- SPILLWAY- 7U0.8-W ov-va pv-0- 0 ^ ov-vO f 0o O Embankment to be placed Grad compacted in 8' lifts. No topsal, organ ts or stares greater than 6' diameter shall be used, Material shall W compacted to 95% of maximum &nsity at plus or minus 17 optimum moisture, 4 0' - 18 ' C A P a 6. 6% — ®CLAYS At RIRRAP TO BE L TO FILL SVM DRAINAGE STR1X_-TORE TO INVERT OF OUTLET PIPE ST'D, DI-7 M04GED GRATE AND COLLAR - SEE DETAILS ROUND (IR SAUARE CPENDNG THROUGH THE 3' 112'-36' PIPE) PIPE) SIDE VIEW PROVIDE TEWY 6' ORIFICE AT 697E FOLL DOING SITE STA (DEVATERING DEVICE h METAL URIFICE PLATE J BOTTI]1 i FMANAGE M •---DEBRIS RACY: FRONT VIEW CDESRI:i RACY; NOT SHOWN) 76.00' TOP - 699.Cr CLEAN -OUT DEPTH -ID' ORIFICE PLATE INV.- 696.5' 01A.- 8' rv�rTuin nn.i�r WATER SERVICE TO FIRE HYDRANT Prune codomirote leaders Prune rubbing or cross branches DO NOT stoke or wrap trunk unless necessary Remove all taps cnd loWls Cut away all baling ropes —� Remove top of wire basket Widen and score hole wall n _ff 7E Remove contoiner ""' cut circling Leave solid soil pedestal - do roots it container -grown, or as much not Gig deeper than ball depth burlap as possible if field grown P H C� F d A. Misdowsk Jry_ `Z) CERTIFICATE NO. -- �' 020 74 ' I E 7PRID 'bqP 0FESSIONAL ENGINEER Dig hole 2-3 times root boil width TREE PLANTER MAIII na scale DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3'• mulch kept away from trunk Soil well to contain water —UNAMENUED backfiil s6l —Partially backfill, water to settle soil, finish backfilling --AM-ea for water drainage g=;turf = tt 1�1�'rti to--•.. ,.�1 i�tl�� # 1111I. It I1 + 1 11 11•W-1 it !I`•'►I[z l..-tY—t,.'. �—Ie•� a�i,„ 11 w�.+'�� Il•I��fi�����y�i^���.i�'If'����!#,1�x rl t tll �...�. !i 1� •i1t'� 11= �i .���If � ill ���ir �li i.. It ==i1' t=�1� i�'.1l , •-its,= �•1��=t��=�. �t=�-�i�-i�.=i ..t . �i T;_„ x. r r � i r r • • SC'URCE- VA. DSNC AND N.C. Erasion-jad Sediment Control Planning and �rsjen Manual PLATE: 3.21-2 (WITHOUT WIRE, SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 477X 4" TRENCH UP=PE ALONG THE LINE OF STAKES. B'NAX. nor 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. I11 4• 4. BACKFILL AND COMPACT THE EXCAVATED sot,. Ile tLolr SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAIN.AGEWAY INSTALLATION (FRONT ELEVATION) 9011tlfE: 1dvpted b m Yt.Oet[m ef 9m md$WL,j x Brrim for 8illlmat CmtMLVL DBW PItlZ 3M-2 3 "aw end Xyent STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING A --3, PAVEMENT FILTER CLOTH a MkN. A MOUNTABLE BERM (OPTIaNAL) EXISTING GM"D SIDE ELEVATION 70' WIN. B WASMRACK TIN. - :OPTIONAL) -� to, MIN 12' MIN. I'- EXISTING PAVEMENT T VDOT el ( ~� POSITIVE DRAINAGE I to, MIN. COURSE AGGREGATE TO SEDIMENT B TRAPPING DEVICE • MUST EXTEND F'JLL WOTH OF INGRESS ANO EGRESS PLAN VIEW OPE W10N FILTER CLOTH REiwu.Lcu uu.ar-Lm uicniry arn4c SECTION A —A SECTION B—B SOURCE: ADAPTED from 19UMDrriald 51erldor4s for Soil erosion aWa gl'_ frol, and Va DSK Plate 3.02-1 -n DCD C r C A Atkin kir)77 rnii ACAITc ---T` o n e T-A FIGURE 1 M1N 1 5" OVERT AY ASPHALT CONCRETTi SURFACE COURSE -ry (SM). EMS ITNG PAVEMEML,' tSPHAUT COW'RETE BASE COURSE (BM) MIN S. 1 TYPE (BM) l................... �- -y TYPE I S1ZF 21 A OR R AGG C'OMPA(-MmD1"OIOir•;MAX DFN.;ITY 21 A OR B MIN t o Al OP'11MUM h4OISTIIrRF CONTENT SELECT MATERIAL + BENCH TYPE I C:BH 30 4 .. APPROVED S( L OR SELE(T MATERIAI. 13ACKFILL TYPE 1, CBR 3O COMPACTED '1'0 95% MAX DENSITY AT OPTTNIUM N"S"(URE CONTENT 1 i BEDDING 4'� ��Y -� - SAND CtRNU S/ti"1ONE MIN. iHENCH WIDTH TO SUPROgT O.O. + 24"") `` TRENCH BOX FOR PIPE LESS THAN 12' THE TRENCH WIDTH MAY BE 36" MAXIfviVM SEE LB-1 (ROAD AND BRIDGE STANDARDS VOLUME 11) CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE This aeo rr oy be concrete at the option of the conlroCtor- The curb shall be :IsNrt when design Mten clxrtbinanon mo niabie curt: and qufler is Speed Is greater than 4C MPH on .,sea, the ;tutdard Entrance Guller. or Slandard Rural nlgnwoye and 4^ MPH 1n Connecl,on tat Street Inle,seclfans Orr! 10 Pave developed urban and Suburban the Mounioble curb configurar.on irCOrOo,aled areas. Wtten this siiNiar:t ,c h he tied nic, eflVng hairs, curb, the Itansiflan n to be made with of the change Ir 5lOrdads rnrnle of regular ------------ A The bonam of the curb Ord nxty be contlrucfed Para+lei Io the 5500e Of sub SUIfO.! COu, 363 p, Ov,dEd � m,rtmum depth it 7" rwurlolntn We' r_ryrlb Curb I% 40te, ha.> q a rodws of 300'or less lomq face of cvbi ;hall he paid fa• us radio, c,xnbrnalion curb B gullet This item tidy be precast u, cast u, *Le Gxr_rele to he Class A30 cast in Moss. PSI - 4000 it rrecos, COMBINATION 4° CURB & GUTTER VIRGINIA DEPARTMENT o/ TRANSPORTATION XX Slr e.l opproac^ sow,e .Rebus It, be as A _ w/.Clog 0' na;M<y .lawn an Plans) ! coop«Orr Iy (Rad.oe la be as 1 Pod�rat ,Gr�otron ( i 07«r un Phi 1_ 1 curb and gvller �er I E <uanf+fx, rsf t _ _A _J y MO.w,dlh -9" 7' D" or os Mon'.Ie lood.oy PLAN VIEW 1" r;" ,'r -------- °' e. ate AJ aEs. G ^onr.relr ES, D• --- s.r C"paMron .font SECTION C-C ry Coo/Vutt Croce tnenef .ith o pa,ab.tc cu—. 10' Par oboe, Cw,e _ Ease of 1he1IMI F 6 / Moor D w viq ili raw line _L—I Wit. [hengrr Er — — — -- " _ n — — — — — — — -- " Wh St'd CC-H Is v.0.ed tentrartee "n — — n cw+ Ilion «Ah .'DOf p,.>raa IS. (deoe< $TOP. ch". I'` — � — ii—to the lino": �`�+•��- M Z Mnrenw pavement .halha cr nfuvcl.d 15'tin tp, 5tree! Connection to the Rrw ere I.rc. µ,t ant eu ode • 1D'0. 6',A. to, Cmial En tr 7tnWi[r,.l,an r.Ifue ed In, o r mortis t Yin pat wNch on be o lfted r the enl, mce ) SECTION A - A A frodol-1; ii,enbr at•or cu,b ohd puli., era/ rot be cohelructed beyond the R/w one ..eepf for reebcemenl p„rpos.f Guidelines for Grade Change D when ,ed r caniWUorl with Similard C J or CC 7, the curb -on. oa INS [nlhenee VeAtme Cnvdb,e slando•d le to bs alested to thatch C^a W -wv Wtle curb contqurol.h teeh (more thpl '500 YPDI 0 x S J See Standard CC 12 for Cmb R—P d—N, In be ri lid mllh 1He Sfondc,d Medium IOC-1S00 vp0) • 3 x e when the .nor oars rodY cotrwl acc omrrodale l.ov (less that n.on YPDI 16 x e the turning r.p„Y [ry,ente of anlicipoted Mary lruCh tro'lic, considelation /nourd to a"en !o nc,wNlnp I% depth o, edtoce"! propoled sidewalk to 7 inohes T OPdon sl llamen. may be ue.d /o, enhp.trr e, wl sec ,onf Op11o"a1 no.kn. may ,.0uhe • Ping of a pa ion at Wit" to pr.cl.de Panama of .bier er,tKxf 3flNIETHCD OF TREATMFNT- rlelltt CONNECTION FOR STREET INTERSECTIONS '02 AN; COMMERCIAL ENTRANCES YINRG[/, OEPA[tNS"aTMENT or TRATATOr CisY - _ ✓M� i - ctwrution TWAT Pit IMe C>iQ - -_ .1,- - Pey Un C4r' Sldaro4 Ar._r�ak [t RADIAL PLAN Caw I. A.af-, f t 17 PArMsfoAY Space s�ee..ag r •� ,. rep, din ti or 0 MI; pare v unit orn ------_�.—..._ Pruit ► do d /„A Mpilt _- •IP / wrar. 01,11P'fto0'w _ �a 6 Csr lih' rv.[e Yr t Wn .. Wm Silo ar Slu" •oa �.•tn n .o a twwi SarJAf CrdrnAxA» +del NI _,/' /�(�', •' [•r Lft Cc nACA ArERNA7f RAdA Ai AN faq USE Ar AJ•Pi A:Afbf srgFi7 [UNNtCI WS AND CaNWhICIA .Fy llfrh.brr,p ENrpitY 017NAAxl S. 1lf/ipq noel rrafYie ANiriwted sr SroMorO t4'rl firm it'JSA �+ �1�.__.- �"a: • u; moo. SJgae Jpr Yo.'n>.e 1 A r ANCL Nf PLAN �'co / 6aNE 1 NK YiC1e c rave Va. X 1 CC 7 14 «Nd. hod s , J -fIf ;h nVNdt.•f C. h ro�.�a rhw /p Of [rut A J i.or{/me fcq..A A 401 vm,l wl rA AJ r�r — Sldarlri Mfo --- - requirreifre ro dm.naW rarNrp A. stet Inn �,pp rill mVlre r; dYA d Ne r ffon Jr�p %�ycuy yv 5V J.4,A a rNMA1✓ra, Yrlp1 .V fte d IY/>r.ew si,~r Cott Jn prop!! I n am:A.larP «Orr Mop y/WrM rardet q on eenasr! ayy fWre Sru CG ? !Nee d r ca's `WA &Nor sw) "4 acted rt. �'-U �: riu,ea 11WA or r o rO,M ' Ae M«.a siaeomricaN[ r;r.n coop (Vac a 4 WI, W. 1r-- - imi"No Apw"eson i[irY eJJA'eiii AWL •._ L_ __.._-- -- 1— ...---...III I( "ato rivl is Orx�>r. lldef �w.rfr De paAOed Io• du.m a.A At,rhI on rYN'yq !fu'fd 3rdet ,Oct be Cast In a.* ofw pk2 —w., rmelr+ w rK eP tm,el. sRYt 1. 0111 A 4, SECTION A A ixe Ms craw ,mow ps Rm}ri,.d ou,A are a P< wn t o-to r' or.r M ¢veer " so. troel or ire r,'v Ar r _VJ! In patt /om. ,n'a ft0A Or loop rotor. NIMiti of uuv'de '5 . d Owe a ire Curb roow «Jll A. Rp w W poia [a of lra'.0—t wtir wftas ru w[crr w,A C'e ks J//--- PP'm'fAnM LpWrWf.Yt Cprlre $10-01 end f,A..d ap V0, fM—,7tt. (Mbttrre fnQWaY IZJ Aro• _. / JdN 1pf CW 0/r O O' r Anr, o*anlunt AJ foal/ h1 q.V0uqA /p/ Ir<,Aed :A.nfail r<rrf4yra,Y IP.ruwD a� redtr. Who,ufw In ct/wx.riun wilA Sr;rAtws CG t or CL 1, rr. cxr. Jaw an iris Srwawa it �D__ la D. ,b,h„rid to mr!U fle aUuxua'e a i, etldal«Orin SFCT 10N 17 8 i`'i. `� r...ua g ualrs of E,xd i; IiA.40" eiarrel • grry wAme « Ad iidUMll Or mla4wna -. ✓' r! NSJ /Aga 7' f ■ AMIe-Mi. 1.00 if d00,00 as d imtln Cw0 Aaspr of to a Air ✓ed " ffWr, mr Iro AWU Ir 03 d, K[fe 1} rn f>�rmm tegYfl/,tl«l.eroeLL /'im wd AI4 '&S;Sr,V taw Ui. fo to 0I.M00 L. 14.jorli" «/NeYe• w, -M.Wr. �". QU «flan Ins ,,V Ai Stott Isrefslp all nieA>to. A.mrvfs a a «w J . riqu w rota ,-A" a cure r a/Kf .1 relic 'Id-.4 As s•lWry, i Nr rde6N/ Nf/4en M maeor+Nkow,A aA1 A,. die a ton,'Air t Ar/ ,. A. drill tt ref p.pafrr" croaf.yei, u s o.n ro pey Wed Si orient wfrA eefr✓ or m dl, W rglr,f.r,M SAo.hr net q Nrola DW11ro +a'YCN A N r�rf' ♦ .IsOng Half Fa�yL re 4wr is ,,V In/.r,,. f[c. afoso eefouplo, ere CURB RAMP Kr[AC.c[ R'11[M ..�. fPFRSONS WII H M081111 Y iMPA1RMf N1 Sl Ylhr'UrA UE PART Yf NT Or fRANSPQRIYriY sae 5tN METER SETTING PARTS line size I meter size I Yoke an le yoke boll valve angle check valve expansion wheel .3/4 5/8'x3/4 Y502 BA94-223W HHCA94-323TD-G EC-2-1 1" 3/4" Y504 BA94-344W HHCA94-323TD-G EC-23 i" 1" Y504 BA94-444W HHCA94-444TD-G EC-4 general backfill / general backfill 24" carefully compacted 24" carefully compacted elect backfill select backfill ' �- stone - r aggregate L � 6.. r, _6" stone aggregate STANDARD 1/2 G.D. L6' concrete CONCRETE CRADLE / general backfill general bock fill L 0 D. - - I 4' carefully composted Compacted _T24" concrete select backfill select backfill- O D.6" D 6.. 1/ 2 O.D. _, I 6„ -- �6„ stone aggregate concrete CONCRETE ARCH CONCRETE ENCASEMENT repave to 1-1/2 times ,' original thickness -� saw r�t ennent at tirtyl►- ocement. entire trench to be compacted 21-A PAVEMENT REPLACE TRENCH & BEDDING Figure 1 METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in Dia. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 112" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) varies as corporation stop 3" stone bedding 18"-21" 1 surrounding box y 1 _ 36"min. 45 I 8"min. treated 2 x 4 with top 6 pointed blue meter cover set 2" above fin. grade prior to sodding 1 !ter by F.C.S.A meter box angle (check valve with drain valve an yok ball valve LJ type K per ®➢17 tubing, continuous without oints from f water main to meter ` t main 6" stone bedding `^-transition to meter setting as required curb & gutter Street I v n M to back _f- INSTALLATION NOTES: sidewalb i. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be 1" type Y encased in 2" dia. SCH40 PVC or M oppel a SDR21 piping. The piping shall run from 3/4" type K m one foot beyond sidewalk, across the copper for p� street, to one foot beyond sidewalk. single meter V installation — 1 ",3/4" wye DUAL METER INSTALLATION 5/8", 3/4" .& 1 " METER INSTALLATION Figure 5 AMENDMENT NO 2 - APRIL 1997 AMENDMENT NO 3 - OCTOBER 1998 trench width as re uired t j -� 6" dio. schedule 40 4' e , steel pipe filled with-- ; 3' • concrete and pointed " yellow 7 Orr il 18" dio O concrete encasemeI-..3 concrete thrust block BOLLARD DE1A[L direction of setting to be approved prior to installation os required concrete pad 1'-6" sq. x 6' deep 2" min. - 6" max. stone to be minimum screw type I of 6" above top of base adjustable valve box one — r locator peg megalugs I , mechanical joint ' J swivel tee with J" 6" branch FIRE HYDRANT ASSEMBLY Figure 9 SOR 35 spigot bysk bell 4ga5' beneted d I SDR 35 e".4" gasketed belt Wye SOR J5 spigot by -SDR 21 gasketed bell r locator peg --� _- r-- - 77 I - J minimum SDR 21 gasketed pipe and fittings c sdwn4�y WIV cop 476 36" ram cover treated oin 4' with tap 6 painted green 4' pipe at 2001 A minirrwm grade GRAVITY SEWER SERVICE LATERAL Figure 15 18, NO. I DATE DESCRIPTION _ I BY CHK'D. REVISIONS PROJECT NO. 1 it AIRPORT WAREHOUSING AT ARBOR COURT Ict1 !slaws = $ Bert w clif f old & associates, inc. _ DATE: y 4-1-4y � CERTIFICATE N0. - vD IZ05/ 4 A - Engineers Land Planners isSurveyors MISCELLANEO zI5 DETAILS , GlStERED 150—C Olde Greenwich Dr. 200 North Cameron St. PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-2139 L FAX: (540) 898-2115 FAX: (540) 665-0493 4( E—MAIL : clifford* 1 bi red.comE—MAILwcliff mn in .c m I f fi'EJER/CK COUNTY VIRGINIA r,r 11 V ®d HIV d J��V .Q JI: I✓d • 1 Y V TES. 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 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 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 contractor s responsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility 1-800-257 7777. 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, 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 shall 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 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 ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall 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. 5. All unpaved areas of the site which are disturbed by this construction shall be provided ►pith 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide o good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE A RESCUE 1. Burning of land clearing 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 and specifications and shall additionally meet all requirements of the Frederick County 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 Inspector in the field. Contractor to provide assistance as the inspector may require in this effort. 3. Temporary termination of sewer line shall be plugTed with a waterti ht plug. The ends of the laterals shall be marked with a treated 2x4 post extending from t�e 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 Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1)-the frame and over be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to 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 components of he meter box assembly to be in proper working order. it is the contractors responsibility to have 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 lateral are to be coordinated with the Authority s assistant engineer. An application for services must be made and fees paid. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cos of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two years from date of approval. 8. A double check valve backflow prevention assemble is to be installed on an line (fire or domestic) that goes into a building. The assembly must meet ASSE Standard No. 1015 or '1013. if the assembly is mounted inside a building, a remote readout is required. VIRGiNIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Rood 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 with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT ri ht-of-way, all traffic control, whetherpermanent or temporary, shall be in accordance with the current edition o? VDOT's work area protection manual. Furthermore, oil traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C, 4- Dies' features relating to construction or to regulation," control and. safety of traffic may be subject to change as deemed necessary by VDOT. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VOOT land use permits for any work on VDOT right-of-way. (i. ff required by the local VDOT Residency Office, a preconstruc6on 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. 7. Contractor shall notif v the local VDOT Residency Office • when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 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 & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and` at the end of construction. 10. All water and sewer fines within existing or proposed VDOT right-of-way are to have minimum 36 n cover and, when possible, to be installed under roadway drainage facilities. 11. 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. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All readway 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 0 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 independentJagency shall be conducted as required in the VDOT Road and Bridgge Specifications. A copy of all tests sholl be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15, The installation of any entronces and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. if required by the local VDOT Residency. Office, copies of all invoices for'moterials within any dedicated street right-of-way must be 'provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured, 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT s discretion, by VDOT on an account receivable basis. 18. CG-12 Curb rumps (Persons with mobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/Inspector. . .viYr%J ./NBC .f •y•/ %r'I *' � �; .W/�� .Yi//£E'FN.f-/�!i<W/!ri'�',f.' Gv/e.: ,�K.xf ",_Wu/: � .f,,.vx=YCHi!ry'.. .J�3Y/NQw.dt�'I.f+Id'rY .'N'/•R'/&>i/N�, N% k=N/f.� +'Y?4`p/ eiJi:t i; +�:5'!MYn; Y.AL'iF/4%L:'dYP'11 Yf/D:'�.�� ..iry.,E'xNt// a //a'yn/,•yM(,Y ate- �f;, � f ':Wei--`.ez•u.,.. �. L',;r. �" :� �� !. rrY�" ? t.../,. .: tiGi'!ic:.-, .trr .i:«c�: .r sr i�r ..b f .er k..� :e � .tr avm•rw- '�2<:rr" w �i s;�. „(i ,...• - dy.. �.ry•_ d J' s v ¢ _ � L •� .f{, .tY:.- "�5.U/s; ;:sr .E't� Y v�sx`? Vicinity Map Scale 1 "- 2000' FEBRUARY 24, 1999 gilbert w. difford118soci es, ine. o Land Planners • Surveyors 150-C OIde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: () 898-42115 PHONE: () 667-2139 FAX- () 898-2115 FAX: ( ) 665-0493 ,SHEET ..[NDEX 1 COVER SHEET 2 SiTE DEVELOPMERf PLAN 3 SECTIONS & DETAILS F4__FMISCELLANEOUS DELLS OWNER DEVELOPER- JOHN OVEREND 2019 MAGARITY COURT FALLS CHURCH, VIRGINIA 2.2043-2627 PHONE: 703-356-7123 �T H A. M JR. 0. 0201,74 , ' U a eel rONA �aG Approved by ° Frederick County zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date NAV SITE PLAT 6PPROVED ? DAT o a Project Number: REVISED 9-3-99 PER F.C.S.A COMMENTS Sheet Number 1�� 4 REVISED 8-27--99 PER F.C.S.A. AND V.D.O.T. COMMENTS GLAIZE & BROTHER5 PROJECT SUMMARY TAX IDENTIFlGATION NUMBER 64-A-80 I TM 64 ((A)) PCL 80J RIM=702.24 TOTAL PARCEL AREA 7.8880 ACRES 13.350 ACRE5 BLUE RIDGE IND. INV. IN=692.64 ZONING M-1 U5E: INDU5T. PHASE 1 TM 64 ((A)) PCL 800 INV. OUT=692.4A4 PHASE 3 ADDRESS 321 ARBOR COURT, WINCHESTER, VA 22602 ZONED: M-1 LSEWERERAL 13.350 ACRE5 FIRE HYDRANT ASSEMBLY CURRENT USE VACANT BENCHMARK U5E: INDUST. PROPOSED USE WAREHOUSING f�.. Existing Fire Hydrant TOP FLANGE BOLT ZONED: M-1 EXISTING LOT AREA 7,8880 ACRES OF FIRE HYDRANT DEVELOPED LOT AREA 7.5 ACRES ELEV.=705.48 C4 w -' 4p, 37 (ZnPACKS EXIST. SEWER MH RIM=705.38 l"y INV. IN=693.68 . " RIM=IN . 7 INV. OUT=693.58 _ - - "_ . OUTP VI =6.8REQUIR EX8S . SEWER INV PHASE 4 INV. OUT691.77 ED ED FRONT (CORNERSIDE) 75' (75') 7516' & 80 00' (UNPO D SPEED LIMIT) FIRE HYDRANT ASSEMBLY ------ .. .. T.. w.. �--...._� 5EC. RTE.1000 - ARBOR COURT SIDE 25' et.92" REAR 25' 65,38' ) EX. 8' SDR 18 60' RM/ • EX, 8' W M (A��• X. L I N •, 128 S.F. R.O.W. ! •' ,,, . .._ _ .,,,"_�s, � W� MAXIMUM M-1 HEIGHT 60 FT. DEDICATED TO COMMONWEALTH � � 4 ...................... ....... ................... ,.�........ , .. , ........ .... , , EX. GAS MAIN (APPROX. LOCATION) ••. _... � � .. l ... N 64°06'ZT' �„ _ N 60 23' FLOOR AREA OF VIRGtNIA IR _ _ _ _ _ ° CM E IRE Ex. Overhead Electric and _- - - - - . . TOTAL Bell Atlantic Telephone -- -- -- EX. SHENAND H GAS CO. ESM' PHASE ONE 24,000 SQ. FT• p BY V.D.O.T. �EX F.C.S.A. -' `�Z 5' ptuml e an�oah Gas Line (Approx. �oc) �� - (D, B. 7. PG. 127) F.C.M.CON5TRUCTION NOTE5: PHASE TWO 24,000 SO. FT. _ ce EASEMENT Q r V -- { - __ D PHASE THREE 24,000 SO. FT. R C '• PHASE ASSEMBLY - { - " A - 1. TAP5 FOR FIRE HYDRANT5 TO BE BY F.C.5.A. PHASE FOUR 24,000 SQ. FT. -----25' PARKING bff SETBAeX 8 X 6 REDUCER �` { • . • ' ' = i 96,000 SQ, FT. SEWER LATERAL INSTALLED 1 30 D I'. 2. F.C.5.A. TO INSTALL WATER 5EROCE5 THRU BY JACK AND BORE METHODS N I DEVELOPED LOT AREA 7.8880 ACRES �Q4 EASEMENT METER BOX AND 5EWER LATERAL5 TO PROPERTY D LOT AREA DISTURBED 7.50 ACRES l �9l.4 6' FIE SERVICE 704 \ LINE. FAR ALLOWED 1.0 6 GATE VALVE 6 FAR PROVIDED .279 L-_- '75' FRONT SETBACK _ ------ - I MINIMUM LANDSCAPED AREA 25% (85,900.3 S.F.) 80. , --,................................................. ... �. ... ........... ............ .................. ..... ,.......... .......... Existing Fire Hydrant LANDSCAPED AREA PROVIDED 166,946 S.F. (48.6�) 120 1 �0` �.�.b,. �..0 NOTES. I MAXIMUM BUILDING HEIGHT: 60' ---�-- ¢.- 1. STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE PROPOSED BUILDING HEIGHT 32' 1-8" TAPPING SLEEVE BUILDING CODE AND SECTION Lill, USE GROUP S (STORAGE) AND VALVE :' I I _ OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT PARKING N I APPLY AREA CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING PHASE 1 PHASE 2 PHASE 3 PHASE 4 PHASE 1 `� 4' CONCRETE SIDEWALK AND FACILlTIES. REQUIRED PROW REWRED PROD D REQt1RID POW REOURfD PROVIDED 5/8" WATER METER 30' D WAREHOUSE 1 EMPLOYEE 4 4 4 4 2. AT A MINIMUM 5' x 5' CONCRETE STOOP TO BE PROVIDED AT (/ ) { C EASE I j ALL EGRESS DOORS. TOTAL PARKING SPACES 4 21 8 21 12 21 16 21 GLARE BROTHERS z{ 4 - 24000 SQ.FT. BUILDING 24,000 SQ.FT, BUILDING 24,000 SQ.FT. BUILDING 24,000 SQ.FT, BUILDING I STANDARD SPACES PROVIDED 19 TM 64 ((A)) PCL 80M 5.058 ACRE5 22 _ . 8.00 PHASE ONE PHASE TWO PHASE THREE "w PHASE FOUR HANDICAP SPACES PROVIDED 2 WINC. WOOD -WORKING CORP. TOTAL SPACES PROVIDED 21 �- 0> USE: INDUST. M' ( ZONED: M-1 = °° '" F.F.- 704.50 F.F. 704.50 F.F. 704.50 F.F.= 704.50 I I I TM 64 ((A)) PCL SOD N° PARKING LOT SETBACK: 10.92 ACRE5 SETBACK -REQUIRED: 25' MIN. FROM RIGHT-OF-WAY/5' MIN. FROM PROPERTY LINE = �; �- :o - FT. ,; _ PROP. MAX. HEIGHT= 32 FT. PROP. MAX. HEIGHT= 32 FT. PROP. MAX. HEIGHT= 32 FT. I U5E: INDUST. PROVIDED: 26' FROM RIGHT -OF - WAY/20' FROM PROPERTY LINE Z A ZONED: M-1 PROVIDE HANDICAPPED ACCESS. N { POLE MOUNTED HANDICAP PARKING 3 LOADING SPACES REWRED 0 per 40,000 S.F.) PROVIDED MAXIMUM CROSS SLOPE= 1:50 i I: SIGNS INSTALLED PER VIRGINIA I 2.4 4 { STATE CODE SECTION 36-99.11 I I RFCD :.. n... PARKING LANDSCAPING 7 1.00] UM 5' S' AT A MINIM x CONCRETE STOOP TO �EIEC LOT 7-A I BE PROVIDED AT ALL EGRESS DOORS. PARKING LOT PERIMETER 240 FT. PERIMETER TREES REQUIRED 6 (1 PER 40') ROAD CROSSING BY JACK AND BORE METHODS. 7.8880 ACRE5 I PERIMETER TREES PROVIDED PER 10 SPACES) ~, P.I.N. F>44-S0t 2D' WATER' INTERIOR ES REQUIRED 2 (1 EX. MANHOLE P - { -_ G M . USE: VACANT EASEMENT INTERIOR TREES PROVIDED 2 J, PARKING LOT LANDSCAPING REQ'D. 450 S.F. (5�) RIM=706.00 INV, IN=695.80 \ -' FlR D PT. NN Tl E E C0 EC ON , ZONED: M-� I ` PARKING LOT LANDSCAPING PROVIDED 1,100 S.F, INV. OUT=695.70 o \ I l.. I 20' RaNAGE 4-A NO STEEP SLOPES, FLOODPLAINS, WETLANDS, SINKHOLES, WOODLANDS LOT _ : �C 'a. X 7. • . ' :X 10T. 0 : :::.. k 01:50 :o r . EAS ENT OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. 2 .. R . Tw f I%�, . 1 A :o E C WG J�GR ,: .' :...'.1. OADINI . AREA o . L A iIN.G ARll� ALI. UTILITIES TO BE LOCATED UNDERGROUND. o EX MANHOLE .- NT PROP. S.TR: , ." . l.0' 10 .. PROVIOED 2.604MDS . �`p DEVELOPER SHALL FILE FORM 7460-1 WITH FAA - E:' DI-1 I N H PT PROPOSE RIM-706.61 0 OJTt100R TRASH RECEPTACLESED. _ _ rn INV. 1N-695.21 . � I T 7 INV. OUT=695.01 z 699.00 - f CHANNEL E ALL SIGNAGE SHAM CONFORM TO THE FREDERICK COUNTY ZONING CODE, { INV.= 698.00 _ - SECTION 165-30, SIGNS. NO OUTDOOR LIGHTING PROPOSED. PHASE 1 FIRE .�. ". . HYDRANT ASSEMBLY ..... 1 90' J E 3' 3 cr , NO OUTDOOR STORAGE PROPOSED. c� GRASS LINING CID r O Z DENNI5 HEFNPON p TM 64 ((A)) PCL 80A 5.03 ACRE5 I � ' ' . .• ..:.:��-�'.` _ RF USE: INDUST. CONTRACTOR TO PROVIDE LOW -FLOW CHANNEL TO ENSURE POSITIVE DRAINAGE. ZONED: M-1 Z {,,R S�$ 1.00 C) HANDICAPPED ACCESS RAMP REQUIRED 2'A9 4- C 6 1� PROP STR 1 1�� 25 REpR SDK AS DIRECTED BY VDOT INSPECTOR. T. 706, 0 / -. TYPE � w K � �--- Oo s o >° R -�hAGE A 698 goo x 7 -. KRK .� `�V��.Vj 1 100 w PROVIDE EC-1 96. �-- - . • • ---*a'" I { � ' 70- 19'00.00 "' - - CONSTRUCTION ENTRANCE 5 p , WITH WASH RACK (REQUIRED) .........`... 5 P ARKING oG R � (RF JAME5 RIVER EQUIP. N4�� TM 64 ((A)) PCL 80QSV 2.83 ACRE5 a'\ �!',� ••'' 0 .QO --" �,..�..."�°00'18" PROVIDE EC-1 USE: INDUST. -� 5 CLASS Al RIP RAP ZONED: M-1 20, pRAINPGE La= 4 N/F MEM W= 6' DEARING BEVERAGE I IRF TM 64 ((A)) PCL 80E I " ' PROVIDE PERMANENT LEVEL SPREADER 5.02 ACRES U5E: INDUST. ZONED: M-1 PLANTING SCHEDULE 90TAN/CAL COMMON NAME SIZE AT PLANTING SPACING 0t/ANT17Y { �•� FLOWERING PEAR FLOWERING PEAR 2" CAL.- 6' HIGH AS SHOWN 8 ILEX CR£NATA %IETZII" HE77 HOLLY 36" HIGH 4' ON CENTER 32 SEEDING REQUIREMENTS Permanent Stabilization: All disturbed areas not Paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 •bs Tad Fescue per oc. 12 6 Annual Rye per oc. 1000 Abs. 10-20-20 Fertidzer per cc. 2 tons ogriculturol limestone per cc 2 tons straw mulch per oc. Permanent seeding will occur as the final phase of construction remporory Stabilzation: Seedling to stabilize areas left denuded far more than 7 days, but not yet at final grade shod be as follows: 60 lbs German MOW per ac. (Pay through September) 60 b. Annual Rye per ac. (October through Apr#) 450 tons 10-20-20 Fertidzer per oc. 2 tons agneultural limestone per ac 2 tons straw mulch per cc. Seeabd areas to be wotensd and cared for as necessity to provedo grass emergence. tE Q 2.5' _ 12' a �5 ROUTE 1000 9 ARBOR COURT 25' R. 8 MATCH EXISTING PAVEMENT v W VDOT CG-7 PAVEMENT Y 4 FTC IA+.._M -! y - EXISTING 1 1 /2" SM 12.5 4' BM 25.0 8' 21 B * MATCH EXISTING CROSS SLOPE SECTION THRU PROPOSED ENTRANCE 49R,4AH/C SCALE 4J 20 0 40 80 ( IN FEET 1 inch = 40 ft. STORM SEWER DESIGN COMPUTATIONS CULVERT FROM POINT TO POINT INV. IN INV. OUT LENGTH (FT) SLOPE (FT/FT) HEIGHT, B (IN) WIDTH, W (IN) NOTES 1 STIR 1 OUTLET 696.50 696.25 30 0.0083 18 18 CMP 2 STIR 2 OUTLET 697.80 696.50 180 0.072 18 18 CMP 3 STR 3 STIR 2 699.00 698.00 115 0.009 15 15 CMP Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation Str, No. From Inv. In Inv, Out Inv, In• Top Elv. Type Throat(ft) 1 A 696.5 696.5 --- 699 SWM-I --- 2 B 698 697,8 --- 700.5 DI-1 --- 3 C --- 699 --- --- ES-2 --- 4 D --- 701.5 --- --- ES-2 --- P� H OF A. Mislowsky, O CERTIFICATE NO. 020674 b REGISTERED PROFESSIONAL ENGINEER - LEGEND BITUMINOUS PRIME & DOUBLE SEAL PAVEMENT UTILITY PEDESTALS f TT 0 EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN W�----- EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX 04 W �--- PROPOSED CURB & GUTTER EXISTING SAN, SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE ---iS.S.r- PROPOSED UNDERGROUND ELECTRIC SERVICE EIFC 1 PROPOSED UNDERGROUND TELEPHONE SERVICE TEL PROPOSED GAS SERVICE GAS DRAINAGE FLOW _ EXISTING GRADE PROPOSED GRADE �---.` PROPOSED EASEMENT AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION 704 696 E3 2 LGl LEVEL SPREADER 25.95' 39.90' _ 7.60' -- 114.00' -- - --- -_--- -- --- 1 14.00' _ _ - 114.00' -_ -- _-- _ 114 00' _--__-- � CROSS SECTION Cl. iVOOT #_5, #357, #5, #56 OR 1 24,000 SQ. FT BUILDING 24 000 SQ. FT BUILDING 24 000 SQ. FT BUILDING 24,000 SQ. FT BUILDING 1 GALVAN12EDEWIRE M SHAGGRECETIMB BASKET- VARIABLE TIMB(MIN7') SECURE. WIRE MESH TO ER 1 PHASE ONE PHASE TWO PHASE THREE PHASE FOUR . FILTER CLOTH --- 6X6 TREATED TIMBER PROPOSED GRADE E,. MIN. F.F. 704.50 F.F. 704.50 F, F. 704.50 F.F. 704.50 SECURE WIRE TO GROUND _ BITUMINOUS PRIME WITH WIRE STAPLES J5 REEAR TO ` & SEAL �— EXISTING GRADE FrR1 ti CU F TIMBER J4 \ _ 1 UNDISTURBED - i SOIL 2:1 R FLATTER MIN. 6 • �.' LEVEL SPREADER WITH RIGID LIP MIN. PHYSICAL. REQUIREMENTS OF FILTER CLOTH NOTED N STD. & SPEC. 3.19, RIPRAP A --- SECTION A 137.(15' 118.75' 190.00' 76.0 )' 24,000 SQ. FT BUILDING F.F. 704.50 I BITUMINOUS PRIME 1 & SEAL _ STORMWATER MANAGEMENT AREA ; PHASE ONE - — — " z V1 SECTION B a PROFILE —FIRE HYDRANT ASSY— PHASE 4 POND A SViM-1 DRAINA13E STRUCTURE CONCRETE COVER FOR DETAILS SEE ST'D. D1-7 HINGED GRATE GRASS LINING —\ TOP OF DAN = 701.0' AND COLLAR �7 SPILLWAY- 70 TSEE DETAILS TOP 0.0' � Embankment to be placed and compacted in 8' lifts. No topsoil, organics or stones greater than 6' diameter shad be used, Material shall be compacted to 957 of maxirnr density at plus or ^rus ?% optimum moisture, 4D' - IB' CMP D 0.6% INV. OUT = 696.n' EC-1 Rr4'M ®CLASS Al RIPRAP TO aE L TO FILL SVM DRAMM;f STRW.TURE TO INVERT OF OUTLET PIPE POUND OR SQUARE Oi'ENING TTRt()L.IG11 THE x SIDE `✓IEW s PRM'IDE TEIP'v 6' ORIFICE AT 6972' PLUG rOLLOVING SITE SIADILIZAT (DEVATERINC DEVICE REMaV _METAL METAL ORIFICE PLATE �-_ BOTTOM OF STEF �• MANAGEMENT BA' DEBRIS RACK FRONT VIEW (DEBRIS RACK VOT SHOWN) rOP 699.0' :LEAN -OUT DEPTH -IA' JRIFICE PLATE DVV! 696.1' DIA.- B' WATER SERVICE TO FIRE HYDRANT Prune codominate leaders Prune rubbing or --- cross branches DO NOT stoke or wrap trunk unless necessary Remove all taps and loMs Cut away all baling ropes Remoyr, top of wire basket --` Widen and score hole wall Remove container and cut circling Leave solid soil pedestal - do roots if container --grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 `.imes root bail width P� H pr`1 d A. Mis owsk Jr. CERTIFICATE NO. L120 274 � EGIS ER D P OFESSIONAL r, ENGINEER TREE, PLANTER DETAIL DO NOT prune terminal leader or branch tips .___ Prune narF>w crotch angles and water spouts Prune broken branches Prune suckers / -2"-3° mulch kept away from trunk r-Soil well tc contain water -UNAIIENDED barkfill soil Partially backfill, water to ' settle soil, finish backfilling Area fa water drainage AND N.C. Emma and Sediment Control Planning and Design Manual PLATE: 3.21-2 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 47X 4= TRENCH UPSLOPE ALONG THE LWE OF sTAKEs. � B'NAX. J� i,ll PLOP 3. STAPLE P'QTER NA'.ERIAL TO STAKES AND EXTEND IT DM THE TRENCH. A• 4. BACKFIM AND COMPACT THE EXCAVATED SOIL. rao�j �i IIf- SHEET FLAW INSTALLATION (PERSPECTIVE VIEW) POIPITS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) S011RM Adeptad tram hddetwu d Stray and Fabric 1112m Berrien for Seimeat Calatrol YL DSLC Sherwood ad Vent PLOL. 906-2 57 0NE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT A l FILTER CLOTH MOUNTABLE BERM 6 MtN A (OPTIONAL j SIDE ELEVATION EXISTING GROUND 70' LNN _T ill B r— VASHRACK LO' MIN. I 1 (E)PTIONAL) 1 • Lµ. 12' N1N EXISTING PAVEMENT VDOT 01 1 ~� POS'TIVE DRAINAGE '0' MIN. COURSE AGGREGATE B + TO SEDIMENt TRAPPING DEVICE • MUST EXTEND FULL WIDTH i OF INGRESS ANC, EGRESS PLAN VIEW OPERATION 12' MIN Ftt-UM6LV l.lA'K.f'LIL SECTION A —A SECTION B—B URN(V )rAk.L SOURCE: ADAPTED from 1 3 Ojqft Standards for Sol emw and i�nlel Control, and Va DS1PC plate 3.02-I NO. DATE t — DESCR1111'1KM --- - REVISIONS ' gilbert w. clif f ord & aeaociatee, i.e. AIRPORT WAREHOI�SING' A T ARBOR COURT Engineers • Land Planners • Surveys Nxt ormeron St. SECTIONS AND DETAILS 50-C aide Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX- (540) 898-2.115 FAX: (540) 665-0493 E-"L: cliffordOl i red.com --M wcliff m m FRECEK�C-ham COUl T/V All? 'INI a M. I BY I CHK'D.I MIN I 5"OVERI AN' ASPHALT FIGURE I CONCKETF SURFACE COURSE I'(' PF (SM) EX1911ING FAVEMEK ASPHALT CONNCRE'l IE HASE COURSE IBM) MIN 13' .............................................................. ..... TYPE (BM) TYPE ISIZIF 21 A OR H AGO COMPA(71RD To I 0(r; MAX r*',NS1 T Y 21 A ORB MIN 10' 51 j Al 0191MUM MOiSTIJRF COKIFF T' t SELECT MATERIAL BENCH TYPE I C,6H 30 APPROVED SOII.(-)RSELF (-TKiAil;RIAI- BACKFILL TYPE 11 CBR 10 COMPAC11A) -1-0 95% MAX DENSITY A101"l-IMUTM MOISTURE 1,04D CONTENT pipt: BEDDING , 4' SAND OR NO 57S-1-01NE MIN. TRENCH WIDTH TO SUPPORT O.D. f 2A'(6) 1HENC14 BOX • FOR PIPE LESS THAN 1:1' THE TRENICHWIDIH MAY BE 36"MAXINAt)M SEE US-! (ROAD AND BRIDGE STANDAHDS VOLUME 11) CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE OWN, oil XA N V A A 1 4 M/ The boltum of the curb and quitter may be construcy0 p7liel to 11'.e !l at Wits v, faze co.,ses D,in,I,,ded a ­rinfl.rr depil, ul T" carol ointc! Thts area "voy to covc,eie at the option of the Conl raClor T1115 cst, shall be .,san whn design will corftnottion rnouniatse curt and quiw is Speed to greater than 41c MPH on JW, the Standard Fnlro(%rA Guilers of Slan"d fN1rAe COML Lurb R 4uilff, hav" a radius Rural nign"s and 45 MPH in Connitil for �froel tnteseclions are to tave of 300'or less (along face of CWW 'hall developed Urban and suburban the rnowilobtat curb corflurction w,carwafed he Pa-d to, J!, lcldw: conbno-,ol curb S areas golfer Ifiltie, this sleAoini .< In he lied % ools-rq This item may be p it (s lAe hnrr*' rvrb. the Ifrifnisions to be irrxie wititm 'C orthe Change ir slordards mode at regular oD"NJ% Corviele to " ,:InSS A3 it cast in place, PSI- daft) If pWo$, SPECIFICATfUN COMBINATION 4 CURB & GUTTER REFERENCE VIW;INIA DEPARTMENT 105 a/ 502 -To _10 __1 TRANSPORTATION 11 SIIW cloxomI Solna Nsbue 16 64 at A il of --i". .Maven cn pfor.) C (Rod,.,$ to 61 0. A, st.4 CC 6) —on ,Wct A _J ow as Wa.lIne Ilood.o, � .hair en Irp.cei.ecan PLAN VIEW r f1r_ 4" b%, E.p-- Jont SECTION C-C con oho Id b r icy P Sege or Sns.Id•r 8 / Mo. smoo Chong— Fo.&Ioty a l6fin roc silee! call-ti- D D of— St*d CO 11 Is 14.6 I'm Mtrdreo Dun 7 lion dh MOT or _to t I.e.". 31INIIA-4n. —not-0.11 totiro " "10 fin. .of ohs I- in. p—o--t wNh on Do .—W-1 n Wn th. ­1­.) SECTION A- A A RodoiV­b of comlb,not­ ­b forld q0t. onal off b4vwld th. P11111I Ano If Coot br Guidelines for Grade Change D When '541 1, co-junclon ..Ih Slond.,d CG 3 o, CC 7 th. curb o11 r. randlu. Standard . to Do t ad fo n.t,h I. E,Oon.o mwtal,4 curb conIfig-1— Kqm o_1 than '540 VPOI See Siandoll for C-th Romp dtio.;, to b. ­6 off, We Standard Wil (5x-1500 VPD) 1 3 x B r wtr.n th. —I, ­ coal coma( occ —0.4. L.. (Will If— }orWPOI of..0I:iPat.1h­y I ldellt,.m I 2 If p. 11 0 ."losing I" = a' odj.c­! P1.0.1ted 9109.0h, to 7 in loptia,,toll—ino may lo, snb once( In il:0 sect-onri OpIt—oill..kn. —, —ping of il of quit., to p.c.,dit pon6rg of .,Is, IK' pfixf METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 'a, AND, CONII'v1ERCIAL ENTRANCES _J Y1fof.:1AA..DEPAATIl Of IRAhS"TATIO" cc v Ar —, -11 For Lino C* rt I .4. _q & Me or ifi 17-1 AM _r —We RAOAL PLAN cow I V" A­ol - -, 10 13 Six" 6. "o-oo " I TOO,. 1. 0 aff IN$ um cann— IV f,4 127 /// .Aol wokoil-W ff. Y ov. VW rein S,06"of two I Y, or lbeIni't so" Por,oila'a" coup"'Offoo, jaw F,& unit Lsr 1�% rYPACAt M TEAWE **&it PcM fag OM At Ad"XAfill STREET CLI"LCIOEWS 410 COWAAVAE fMr PINK It 5 I". Confool It off." r,.Cf,r.JFff,=Ao= t see' IV 03 1, A f ANGL N1 PLAN VIEW • we Sri; C& J LG I III "M Ores Stdo.W AIM ?Ao wNft'I C.18 14V 0" It 08 PC" A J Cllnk�of* ICA.4 A 4 't poll i 'A /we* or Oft.1 "for IrAww. owor .41 urq 4" Ax I'me M.Off PAP olvild .;dllo of J'Aw /,"o I IW P'"Wor owv) rn, ow dift .—fiv ,Ant ov wowaill, If, on ­.j uAr ftvo Sr a. CC 2 re 11,10SA A-V sW, %d m-ftof 4 —i— .14V 'd IP4 Fm,lod s)d- of -,o ow '. 0 P.~ —Orolook) lm 'oiilp run. A, v" W WJIMON DDo,I11L'C0W Joillf IrA ours..4. W IS AK.Jf..UW n•,sr .. 0akw fI, ,*_ aa,,. w .road/ea'v ti.-M JVA- 10h " WO in P— .6. Pu Sol If 01-0 Ivoo fore Pr mar ­Irda i" to 01" A 4 SECT ION A A rrs 1,— 0. P-olod'off boll — ro a- Aa S krA--- I -n- ft ­hfor " Poll- *16" of Ift r41V 0. 0 W : r In Axis IISW #0 deal of WAID, tJM, offlJoiial rfff, d. rn. , I/,- Ir a.. Cb '9ftip -W 6, Iniou-so, onof 0040 to, a Ift _4­1 ­4 oh- f. "W"aia, c6nil W F.P..,of aMol 'Jo -or coWW*­Pw* Aft.4"— .131111, CV#1QiI`6 ond QW- -'X- 01-10— WrIlloof to —0 Iuoif. .0 11—ft to loft'Y IZ— - for aid Qffl­ 0101 Ldod J- -A"ri,,n -M Cr: I . cc 7. for -A /_ an 11(i St. -Old III to r. to —0.&. -0 SFICTION j9 8 0 AMMAto e..ffe /* &rinMf os Cub R~ we 0`0 ft i-ow " Station - PAI, 0" W 01 10. ol 4 FIV rmo�nofo- aog4V Off, TAig, -0 A. Do jwwkW a, hitw-flon, .colic &, a" a r1nJn )re •VN j, fO"" amfoollo -,01onA puff, cw~f,v as --t&. a a .,y d . rotpowal, . C"A' ifsporalloss .1 /*1- Ild—A, 8, 1-11* Weft, � to mffoor.w If.. ad O'd WrIP"ad W �IIIWV 710 AW N df(W r1ole polisfeenieft �W�*Jir :Z;t, Al" • Idor,Ifir 00—ol .w Ir earsono .04 Wft 01 SCrol OV Ift It 40—, " Vlftld nor 19 #MW Setting Wllf" Aw"6_8 irlespbolon" CURB RAMP srtutrr (PFRSONS W11H M08JI11Y 144PAIRMI-NIS) sae /W.WA "PAWWNT 01, rRArs tARrAT.A #­60 4 ?a 91 -4 I H OF A,4 <<1 M(0W s y, J r. I A CERTIFICATJ NO, _010674 lcb?tGISTERED PROFESSIONAL n,- ENGINEER - general backfill AK P 8"_ }0­ -4— 8" 1 general backfill 24" carefully compacted 724" carefully compacted elect backfill s s s 77 elect backfill stone aggregate 6" /2 O.D. `-6" stone aggregate STANDARD \_ , onc r e I e 6 CONCRETE CRADLE cieneral backfill general boctfill 8" to to 4" carefully compacted concreteselect boci,fill carefully compacted I14 select backfill O.D 6' O.D /2 0 D. 6" stone aggregqte concrete CONCRETE ARCH CONCRETE _ENCASEMENT repave to 1-112 times original thickness _­1 sow — _I �Zt-.de at tin)e cicts"'en t --entire trench to be compacted 21-A PAVEMENT REPLACE TRENCH & BEDDING Figure 1 METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Did. Non -Traffic M32C-PW Traffic A32HH - T 24 in Dia Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1/2" thick polyethelene plastic 30* deep (vertical crush strength shall exceed 3000 pounds) varies as required corporation stop 3" stone bedding surrounding box T36"min.45 -rn I n type K copper i tubing, continuous' without 'oints from rater main Ito meter main METER SETTING PARTS line Size meter size yoke one yoke ballvalve angle check valve expansion wheel 3/4 "-/8"x3/4* Y502 BA94-223W HHCA94-323TD-G EC-23 3/4- Y504 BA94-344W HHCA94-323TD-G EC-23 1" Y504 BA94-444W HHCA94-444TD-C, EC-4 treated 2 x 4 with -Top 9 —painted blue meter cover set 2" above /-fin. grade prior 18" to sodding -ter by F.0 S A I I --- nie ter box - I —angle I check valve with yok an ok ball valve drain valve U \_ 2 it 6" stone bedding 1-- rti-ansifion to meter setting as to curb 8c gulf, Street T 111 k f INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be encased in 2" dict. SCH40 PVC or M SDR21 piping. The piping shall run from 3/4" type K one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk single meter installation 1"x3/4" wye DUAL METER INSTALLATION 5/8", 3/4" & 1 METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO, 3 - OCTOBER 1998 trench width os re uired 6" did schedule 40 4 steel pipe filled with 3' • .' . concrete and pointed yellow 0 0 18' dio. 1' 6- concrete U encasement I concrete L thrust block BOLLARD DETAIL direction of setting to be approved prior to installation os required concrete pad 1'-6* sq. x 6" deep 2" min. - 6" max. stone to be minimum screw type adjustable of 6' above top of base valve box one,--� mp locator peg mechanical joint swivel fee with 6" branch FIRE HYDRANT ASSEMBLY Figure 9 TR 35 sp ot SOR 35 spigot by tj et SOR '72 ted 1;111� d1ar9laerke 1 5 bend bell i0cola, peg mithimLffr StM 2! gostieted Poe and fittings 35 6*t4' gaskated bell w)e SCH 4Q F77 80, property line COW troofid 2*k 4" with top b painted green 4 PFe at .2.00T min mum grade GRAVITY SEWER SERVICE LATERAL Figure 15 NO, I DATE DESCFtIPTK:>N -- REVISIONS DD gilbert w. difford & associates, ine. AIRPORT WAREHOUSING AT ARBOR COURT Engineers o Land Planners 9 Surveyors MISCELLANEOUS DETAILS 150—C Olde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE; (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493, FREOCRICK CC)UNTY VIRGINIA E—MAIL : clifford0lbittIred.com E—MAJL : attlicliffOrnnsinc.corn BY I CHK'D. DATE: 4— 7-99 SHEET OF 4