Loading...
HomeMy WebLinkAbout44-05 Amb Warehouse Addition - Industrial - Stonewall - Backfile (2)PROJECT LOCATION FREDERICK COUNTY 0 top V I R G I N I A OWNER CERTIFICATE I, , BEING THE OWNER (REPRESENTATIVE) OF THE PARCEL IDENTIFIED BY 54-((7))-12, DO HEREBY CERTIFY THAT THIS PLAN IS DESIGNED WITH MY APPROVAL AND CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. GIVEN UNDER MY HAND THIS DAY OF OWNER SIGNATURE 2005. X'so)", No o'NoUN rNWIDIEVIE]LOPIER AMB, LLC. 21625 Ashgrove Court Sterling, VA 20166 Phone: (703) 926-8017 Contact: Mike Steverson S-1,1- F I I - -1 1 _D 11. 11 jA1� - V D ---% - A r 'D 0 S CL_ 11 , w ar n o u s,,�� Ac.-c-t-, ton STONEWALL MAGISTERIAL DISTRICT F"EDE"nICK COUNT', VIRGINIA TRIAD PROJECT NUMBER: 07-05-0124 INDEX OF SHEETS DESCRIPTION SHEET NO. TITLESHEET.......................................................................... C —1 NOTES, LEGEND & CONSTRUCTION, DETAILS .......................C-2 EXISTING CONDITIONS............................................................ — 3 SITE, GRADING & E&SC PLAN.............................................C-4 "For the purpose of plan approval, Dennie D. Dunlap III shall be the Responsible Land Disturber. When the contract is awarded, the contractor shall name a person who is certified by the Virginia Department of Conservation and Recreation as a Responsible Land Disturber. The Responsible Land Disturber shall be transferred from Dennie D. Dunlap III to the certified person named by the contractor prior to the initiation of land —disturbing activity." UD&9 E D. DUNLAP IIIa No. 035809 ,( � 'VONAL PROFESSIONAL SEAL Redbud� SIrpw TE Y. ?" �y_ : r • y_ :a i A_ rya , i r• VICINITY MAP 1 " = 1000, REVISED ................. 09/23/05 REVISED..................11 /16/05 REVISED .................. 02/15/06 Approved by the Zoning/Subdivision Administrator Zoning/Subdivision Administrator Signature Date Note: Site plan is valid until 5 years after approval date. Note: Site plan is valid until 2 years after FCSA approval date. `Ii> ENGINEERING, INC. www.triadeng.com 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office®triad—winc.com GENERAL NOTES 1. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. 2. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Engineer/Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. CONSTRUCTION NOTES EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E&SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. GRADING NOTES: 1. Though not depicted, limits of disturbance shall be the extents of all grading operations and/or a minimum of 5' off the property boundary. The estimated disturbed area for this project is 0.60 acres. 2. Excavation and fill slopes for erosion and sediment control shall not endanger adjoining property. Fill shall be compacted to prevent erosion. Grading shall not be done in such a way to divert water onto the property of another landowner. 3. There are no existing steep slopes on the subject property. 4. All structures shall be graded to secure positive drainage. 5. All disturbed areas must be stabilized within 7 days. 6. All grading shall provide proper drainage and dispose of storm water without ponding. EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE WITH THE APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. 3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. 7. ALL DRAIN INLET'S SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 11. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY IBE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE; FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATTON SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D. MULCH -CHOPPED STRAW AT RATE OF 2 TONE PER ACRE AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30 BALES PER ACRE. TEMPORARY SEEDING PLANTING DATES: SPECIES RATE IN LBS, PER ACRE SEPT. 1 - FEB. 15 50 -100 Ibs./acre ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50% CEREAL (WINTER) RYE (SECALE CEREALE) 50% FEB. 16 - APR. 30 60 - 100lbs./acre ANNUAL RYEGRASS (LUUUM MULTI-FLORUM) 100% MAY 1 - AUG. 31 501bs./acre GERMAN MILLET (SETARIA ITALICA) 100% PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs./acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 Ibs./acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED UST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 Ibs./acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3:1) 150 Ibs./acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH***« 14% «« SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. **** IF FLATPEA IS USED, INCREASE TO 30 Ibs./acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW MAIN- TENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10-201bs./acre IN MIXES. DUST CONTROL THE CONTRACTOR SHALL USE SPRAY -ON ADHESIVES IN ADDITION TO THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARY: (CHOOSE 1 METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL. / AC.) ANIONIC ASPHALT 7:1 COARSE 1200 LATEX 12.5:1 FINE 235 RESIN -IN -WATER 4:1 FINE 300 ARCH. ARCHITECT C/L OR CENTERLINE CL. CLASS C/OUT OR C/O CLEAN OUT CONC. CONCRETE CIS CURB & GUTTER D.I.P. DUCTILE IRON PIPE DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ES MT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE H.P. HIGH POINT HORIZ. HORIZONTAL INV. INVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK GENERAL SITE PLAN NOTES: S. F. SQUARE FEET STR. STRUCTURE 1. Tax Map No. 54-((7))-12 T.B. TOP OF BANK 2. Magisterial District: Stonewall 3. Zoning: M-1 TPD TRIPS PER DAY 4. Contract Owner/Developer: U/G UNDERGROUND AM B, LLC. VERT. VERTICAL 21625 Ashgrove Court W/L WATERLINE Sterling, VA 20166 X-ING CROSSING Phone: 703-926-8017 5. Site area: 3.07 acres 6. Use: - Existing: Industrial - Proposed: Industrial Site is used for manufacture & storage of HVAC units. 7. Building setback limits: Required: - Front = 75' - Side = 25' - Rear = 25' Provided: - Front = 301.76' - Side = 37.57' - Rear = 81.83' 8. Maximum floor area ratio (FAR): 1.0 - Floor area (existing) = 13,150 sq. ft. - Proposed building addition = 8000 sq. ft. - FAR = 21,150 sq. ft. / 3.07 acres = 0.158 9. Parking analysis: Required: - 1 space per employee - 10 projected employees (5 new) - 10 x 1 = 10 required spaces Provided: - 15 spaces (including 2 Handicap) 10. Landscaping analysis: Required: - 25% of total lot area (0.77 acres) Provided: - 54.7% of total lot area (1.68 acres) 11. Building height(s): - Maximum height allowed in M-1 Zoning District = 60' - Proposed warehouse height will be approximately 25'. 12. Survey information: - Boundary and topographic information provided by Triad Engineering, Inc., dated 03-24-05. 13. There are no additional signs proposed for this project. 14. Buildings shall comply with The Virginia Uniform Statewide Building Code and Sections 311, S (Storage) of the International Building Code/2000. Other Code that applies is CABO Al 17.1-98 Accessible and Usable Buildings and Facilities. 15. A design professional licensed in Virginia shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this type of structure (soils, concrete, steel, etc.). 16. There are no existing environmental features on the subject site. 17. All proposed utilities shall be located underground. There are no new utility connections proposed for the warehouse addition. Electric service will be provided from existing building. 18. Any outdoor lighting will be shielded to prevent glare on roads and adjoining properties 19. The gravel area(s) as indicated on the plan shall not be used for outdoor storage. 20. The new structure will be handicap accessible as there are no steps into the building from the exterior pavement. The accessible route will be from the existing handicap parking space to around the west side of the existing main building. EXISTING PROPOSED 1 Cf_%CAIY1 ROADS ROAD CENTERLINE CURB CURB TAPER .. SIDEWALKS HEAVY DUTY PAVEMENT CONCRETE PAVEMENT d a BUILDINGS -=� FENCE 0 DECIDUOUS TREE - + = CONIFEROUS TREE 0 CONIFEROUS SHRUB PROPERTY LINE r STORM SEWER 2900 asoo-- INDEX CONTOUR - -2898 - - INTERMEDIATE CONTOUR 2876.3 x SPOT ELEVATION LIMITS OF CLEARING AND/OR GRADING CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4 X4` 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. L III r G/ FLOW III 3. ATTACH THE FILTER FABRIC TO THE MARE FENCE AND EXTEND IT INTO THE TRENCH. 0000 FL N 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC II�c--llllll', SOURCE: Adapted from Installation of Straw and Fabric litter Barriers for Sediment Control, PIATB. 3.05-1 RWNW 3 Vent TRIAD ENGINEERING, I 1* N 0 o I I04 0I O O C 04 n0 Z �I co Q o 4- U o ii -0 iv O O 0 U o U to o v o Qom' a U a � p U d ZZ W >Q w LaC7 0 NN J J > ZOn AWN Nt0 1 itWCjZ (n U W j fr w a z to c a z C0 1-as�Z Wp f 3 U w ZQ � > -0 o4, 0 Off Z m(O� -Q��® >� W UOpm 0 O (/) r: - u- co Wtn z� =zLu 3en o'm� ® 0- w� Q x U Z30. F_ {1,TH OF,-P, P_; UDENNIE D. DUNIAP M> No. 035809 `I�SIONAL ��� PROFESSIONAL SEAL O W 7 Q C,6 Q a) w Z ® W 7 ® 0 > 11L' W Z a) (Z cr O 3: W � J I_ w 70 = �U W ® Z F-- 0-- O Cj O i Z Z °- O U Drawing Number: C-2 No.: 07-05-012 1 I 1 i 1 1 1 1 SANITARY NHOLE C 1 TOP = 686.1 , 1 INV. IN = 679155 INV. IN = 679. 7 1 1 1 INV. OUT = 6 .48 1 1 1 1 1 t 11 1 1 1 1 1 1 1 ` ' 18" RCP CULVERT INV. IN = 685.20 INV. OUT = 683.39 1 1 � CG-6 1 / 1 1 � / 1 ► \ x E SANITARY MANH LE A I \ \ TOP = 688.74 \ x o INV. IN = 683.39 INV. IN = 683.39 INV. OUT = 683.29 I /CO ELECTRIC \ 1 4p. III co MET R i (3) WATER VALVES ✓ - =� )- - - o, J 1 PP 1 \ /1SPl# 700 / CURB o 1 W/G REWIRE CUT i FIRE HYDRANT 1 I IPP #1199434 W/GUIDEWIREIII �6" MAPLE SANITARY MANHOLE B I 1 TOP = 691.24 CG-6 c \ V - I , �t/O \ 1 LU N 11 O wcr II i i 1 0- O . 7 7 �11JUJ � /I I L EP / 1 1 \ UJ1 � C) m U) r CG-6 - 69 N/F VALLEY, LLC TAX MAP 54-((7))-5A DB. 893, PG. 472 ZONING: M-1 USE: COMMERCIAL 15" CMP CULVERT QO 1 INV. IN = 689.44 INV. OUT = 687.90I � 1 CG-6� 4',MAPLE jpp #N70031 I W/GUIDEWIRE 1 I CG-6 $ / _6c FIRE HYDRANT TEL (4) WA ER PEP IVALVE o I rn �9 I \\ I I N/F DANIEL J. TRAVOSTINO, TR TAX MAP 54-((7))-13 DB. 668, PG. 854 ZONING: M-1 USE: INDUSTRIAL STORAGE I I STORAGE I / 15" CMP CULVERT BUILDING "C" BUILDING "F' + ` INV. IN = 687.63 INV. OUT = 687.31 II I\ / -- , \\ ✓G / ��i / / CAMERA POLE 1 / FIRE HYDRANT - - 691- Q0 zEX. CHAIN -LINK BOLLARDSFENCE W ` /GATE 4 _ ! _ - 6g 2l - O BOLLARDS ' ELECTRIC_ 80X I / \\ I // EP / \Qj � -- ——-- — -- — + `\ /�— — x \' <69� //I��\� //I��; +� 5 4.45 FT '� % �� -�,� �__I I'�,�_�-: �,// 1��� / EX. CHAIN -LINK I I I x / PP #N49079 ' 25'\ IDE SETBAC FENCE- ----------------- :77- / 10 FT. GRAVEL \ , � - EX. (9) 4" PINES / �� AI D —DRIVEWAY \ , - _ _ \ \ I / / X 1 GAS METER �� � / � '1 I \ / / / 11 1 �- I I I // 1 STORY METAL 4" METAL PIPE 1 x1 ARCADIA MOBILE PARK, INC. 4" CLEANOUT I I 1 11 WAREHOUSE 1 1 I \ / 1 - 1 1 TAX MAP 54-((A))-91 3 USE: MOBILE HOME RESIDENTIAL EP II \ 1 I 1 l 4" CLEANCAAT x I CONCRETE / m I /I I PAD \ \ \ \ 68�\ EX. CHAIN -LINK L - - - - - - - - - J / \ \ ` , - \- EX. TREE LINE 1 \\ i \ BOLLARDS , I x FENCE W/GATE \ -689 � I \ 1 i 1 EX. CHAIN -LINK ZO E\\ �68��\ 1 x \ FENCE �I � 1 1, ' GRAVEL (3)-BOLL-ARBS- % - -- - � —690- — I1 1 Von a \ POSMOKERS LLARDS `�,3. IO" BOOTH - J I OFFICE _ _EK F 7-1 I / N/F /AM B, LLC 10 TAX MAP 54-((7))-12 I 1 \ ©1 Cs! I \ ZONING: M-1 I I ( 1 STORY METAL I \ \ \ USE: INDUSTRIAL / \ 1 --n J WAREHOUSE I GAS METER I i � / \ GRAVEL -- -- EX. 12 WHITE —tom—---------------�-----------------ASH- - - - - - - - - - - - - - - - - EP i - 25 SIDE SETBACK EX. CHAIN -LINK + I / (2) T DIA. / i FENCE / 1 BUSHES x— x = x x x x— x EPx� x x x— x 1 \ o -- 1- - -- ---L-- -- -- - -- \ - \ 613 3 FT — I i =PHONE ESTAL / + / CONCRETE - WOVE14 WIRE 1 \ / DUMPSTER PAD -690-1 FUEL ISLANDf I I I r \ \ \ FENCE/REMAINS \ - 6lUAPLE E---] CG-6 N/F SCHROCK LARRY R. & DOROTHY A. TAX MAP 54-((7))-7A DB. 893, PG. 472 ZONING: M-1 USE: COMMERCIAL PP #N49080 CURVE DELTA ANGLE ARC LENGTH RADIUS TANGENT CHORD DIRECTION CHORD LENGTH Cl 03000'53" 79.19 1505.00 39.60 N64007'25"W 79.18 30 0 30 60 00 SCALE:1 "-30' �L:ll TRIAD ENGINEERING, INC. 0 0 8 Q � N N 0 O O �3 N to Oj OI p 0 U I O =II co o y= o c ai U 1 1 (n � T o v o Q Q C c O v C U o co _Q Z Z 0 Z � I �>< Ld �•N O p Z w J 7 LL0Zto W J Z Z � � Q Wog 3 ���W J ZQ'o%— _J < <Lj 0 U o m �owE0 w z w o z �`' v cD ILi 0 Ui W < W 0 � ko Z CD 0 a J Q U) fi4o JTH op UDENNIE D. DUNLAP III> No. 035809 oNAL PROFESSIONAL SEAL O 70 70 �^ VJ Q z (1) Q O U) zR Q > z �cl: � O � W 70 U)U W U) U z O z F— O � X W 00 Q Drawing Number: C-3 No.: 07-05-01 N rn v 0 Ln N N v; (" 0 U 0 M N 0 I (n C O V) E U) Q) v L Ln 0) C C W M U u Q C fu fu 0 N O L, CD Ln O O N 41 v QJ SEE EXPANSION JOINT SEAL Z2" TAIL ON THIS SHEET CONC. PAVEMENT WWF HOLD BACK FROM JOINT 0 70 BUTT JOINT \--1 " DIAMETER, 18" LONG DOWEL SPACE 12" CENTER TO CENTER. ONE END PAINTED AND OILED. CONSTRUCTION JOINT DETAIL NOT TO SCALE I I 1 I I 1 1 1 SANITARY NHOLE C 1 TOP = 686.1 ' INV. IN = 679155 1 INV. IN = 679. 7 ' 1 1 INV. OUT = 6 .48 1 1 1 1 1 1 1 \ 1 1 1� 1 18" RCP CULVERT INV. IN = 685.20 INV. OUT = 683.39 1 r CG-6 1 / 1 1 � 1 1 ' ' \ * EP SANITARY MANH LE A TOP = 688.74 \ \ * LID i INV. IN = (383.39 I _ 1 f� \ o I INV. IN = (383.39 1 1 I Z / / / \ 1 INV. OUT = 683.29 I co ELECTRIC MET R \ 1 1 ' I ✓I \ (3) WATER — I Q \ VALVES— o�� PP 1 \ # 7100 J CURB o� W/G OEWIRE / CUT FIRE HYDRANT c I PP # 1199434 III j 6/ MAPLE SANITARY MANHOLE B I W/GUIDEWIRE III ,F (TYP. BETWEEN SAWED JOINTS) FACE OF BUILDING SAWED JOINTS N N 4' 100' MAX. DOWELED C.J. (BETWEEN CONTROL JOINTS) JOINT LAYOUT DETAIL NOT TO SCALE WOOD FENCEVWITH DOUBLE SWING GATE (10' WIDE) DUMPSTER PAD DETAIL NOT TO SCALE REFER TO PLAN SEE PLANS (min. 1% L6" CONCRETE SLAB o 4000 PSI W/ /4 BARS o 16" O.C. EA. WAY COMPACTED TO 95% PROCTOR DENSITY 6" CRUSHED AGGREGATE (VDOT 21B) COMPACT SUBGRADE TO 100% PROCTOR DENSITY HEAVY DUTY CONCRETE PAVEMENT NOT TO SCALE 0" ACOUA, Tir rnKiroE-rr ASPHALTIC CONCRETE DOT BM-25.0) CRUSHED AGGREGATE DOT 21B DENSE GRADED ;GREGATE) COMPACTED TO 95% ANDARD PROCTOR DENSITY RADE COMPACTED TO 100% STANDARD PROCTOR DENSITY. TYPICAL HEAVY DUTY PAVEMENT SECTION NOT TO SCALE d- � 3/4" (MIN) PAVEMENT 00 SURFACE POURED JOINT SEALER I NO SEPARATING TAPE 3/4" NON —EXTRUDING (MIN)i JT FILLER EXPANSION JOINT DETAIL NOT TO SCALE SAWED JOINT FILLED W/ POURED JOINT SEAL N SAWED JOINT DETAIL NOT TO SCALE TEMPORARY SEDIMENT TRAP 1' VARIABL.EL ORIGINAL I VARIABLE* /GROUND ELEV. 1.0' 57 CU. YD./ACRE VARVIBLE, .B' N 57 CU. YD./ACRE ,.r (EXCAVATED) ORKqW FILTER CLOTH GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE» CLASS t RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN 12' 6 X DRAINAGE AREA (IN AC.) DIVERSION / DIKE ��--W X/ COARSE AGGREGATE EXCAVATED / / FILTER CLOTH AREA COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #S OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC I STORAGE I I STORAGE ( / it) urvir UULVtM I BUILDING "C" BUILDING "F" / -f / I INV. IN = 687.63 �\ // INV. OUT = 687.31 \ \11 �co I \ / \ ✓G ��� �/ V / CAMERA POLE 1 / FIRE HYDRANT 0 1 CHAIN -LINK _ _ __ -- - -- -- / 10 / 1 FENCE W/GATE - - - E,9 — (4) BOLLARDS BOLLARDS � /EX. _ _ � �ELEGTRICBOX__ ` _ OJ ( � . x EP EP / \ I / bg ' �\ I /// S F 6' BOARD -ON -BOARD FENCE VICx x f6' x ,x x — x x x x , \ x \ I_\���_ O (SEE NOTE #2) -- ---- - \ -- - \\ x - -- -- // \ x Yx x `Cx i ` ' ' \ \ / I \ EX. CHAIN -LINK 689 I ` I ` I I E) �\ i i PP #N49079 25'\ SIDE SETBAC / ENCE \ �� 1 - 1 II -A _' f ----------------- • %1, --------------------- / 10 FT- GRAVEL \ EX. 9 4" PINES 692691 / /� �>�1 *1 — i ❑ — —DRIVEWAY \ , _ _ — / 693.00 1 • A x EMERGENCY GAS METER �\ / i1 1 " SPILLWAY TOP = 691.24 III I % 1� 1 STORY METAL OVERHEAT DOOR- 1 0 1 / 4 METAL PIPE *1 CG-6 4" CLEANOUT WAREHOUSE 1 I I� I II (1YP. OF 3 0 CIA cn rorn I •' I I rncn � � � • 1 15'-15" CMP STM. r LLI N I I " �/0 n I ST 1 to I 4I` \ SEW. @ 1.00% EP ` \ INV. = 685.35 ~ 111 I a CONCRETE ' �1 I 1 � CL I 4 CLEAN x < < ,�,.,, INV.=685.50 1 II II ! PAD .. , ti �• •::'',,.. P W li I A CO '<• t. , .. ' ' B91.69 ` I 1 687.75 I > Q �. 12 x 4' LdAD1�IG� SPACE < W O EX..CHAIN-LINK N a BOLLARDS , x / — _g X. TREE LINE . 1 cc W I ) FENCE W/GATE NEW A8PHAL7 PAVEMENT 89 I 1 x EX. CHAIN LINK Q 0- EP I Z .(SEE NOT-E #1 I.... 6 I I 6�� * FENCE W Q I / �I o \ \ 1\\ I \�� ,x Q W L► \ I ( 1 LA ' +� SF 690 — —691�L Q � SMOKERS 693• BOLLARDS BOOTH- PROPOSED CONCRETE PAVEI E T I \ J O * 1 \ OFFICE �.:.:.. I / (SEE DETAIL THIS SHEET) �� \ \ m 15 CMP CULVERT INV. IN = 689.44 INV. OUT = 687.90I C9 / I G-6 I / \ \ ��l ► 4"`MAPLE I \ �PP #N70031 I EP W/GUIDEWIRE I "�W.M. � (2) T DIA. BUSHES CG-6 I I — -693— — / FIRE HYDRANT TELEPHONE \ (4) WATER PEDESTAL / IVALVE6 o r-'\ ' I � PLATE. 3.13-2 NOTE: 1. Contractor to place new asphalt pavement to match finish elevation of existing gravel as shown on plan. 2. Contractor to place 6' high board —on —board fence and proposed landscaping in approximate locations as shown in accordance with Frederick County requirements for a full screen buffer. Modify location of proposed trees as necessary to minimize disturbance of existing vegetation. LEGEND N0. TITLE KEY SYMBOL 3.05 SILT FENCE S F-•—•—•—• 3.13 TEMPORARY cT SEDIMENT TRAP J I OUTLET PROTECTION O P I 1 STORY METAL I DUMPSTER W/ I \ \ ULL 1cp� \ PP #N49080 WAREHOUSE FENCE -SCREENING I GOFt e m GAS METER GRAVEL \ �' \ 10p QA�EEN 8 FAR \ — / \ — -- — — EX. 12" WHITE 1 SG i / " \ \ 6' BOARD -ON -BOARD FENCE L_— — t-r�_ — — ---- ----- ;------ ---- --- - _ -- --- ASH A * (SEE NOTE#2) — — — — — — — — — — — — — — — — — — — — — 25 SIDE SETBAC-----------1----t— — — — — 0 \ x - EX. CHAIN -LINK + FENCE x 99 x -x x —x x x/ x x _x x EP --_—_ Ox - -- - -- 61 2,\33 FT + / CONCRETE - I \ —690—► FUEL ISLAND I WOVEI4 WIRE 1 / DUMPSTER PAS I \ \ \ FENCE REMAINS 1 - -6 QUANTITY PLANT NAME (LA TIN) PLANT NAME (COMMO)V) SIZE SPA CING REMARKS 16 ILss or•'racsta. B'•to Irotly PH' Lari B & B Re Ao•r saooharu»'a 'Gr-ow" Mour►tatra' 'Green AfcmAiatcair► Swacrr b[a. L• 2.5" oaL pWr Lan B B Ze G`upreesocVpar{s LeV14mt-adtt LeyLarvd C rpreee 4-5' tail Pe'r PLMTL B dt B 2,2 Pintua Stro6ue white Pins 4-5' tail Pdrr PIM1% B d! B PROPOSED SUGAR MAPLE 0— PROPOSED LEYLAND CYPRESS —PROPOSED WHITE PINE � —PROPOSED HETZ HOLLY 30 O 30 60 90 SCALE: 1 "-30' �L :ql TRIAD ENGINEERING, INC. d N L O O oN q1t 0j o 0 o Pr) U rI I o =II co •• o w o C v O 0 U U -7) (n � T o � o Q Q C o c Q D U `VA a r�w O Q Z Z V N CV �_ Z01 of'a NW - W N U U) U) > o o Z J 2 W�Zto C JZzof Q W0LL3 J (1) >°2 ZQ� �a,f �13- >(rAo (Q7 O 0<LJ06OmU) W* wwrrVOwoLL�Z ZUr QN=(O O U) w W Zo =� _ z 0 �to 0 < Z Cn QQ J U) Wi 1,TH OF L U DENNIE D. DUNLAP III a No. 035809 .t� 1 ONAL PROFESSIONAL SEAL 0 70 Z 70 Q ((nn Z U 0 I—Z z 06 > g W CZ 3: W 0_ 70 U)70 (1) W 1: �_ (n U (n 0 Z Z 0 co 01: v 0 Q Drawing Number: C-4 No.: 07-05-012 PROJECT LOCATION FREDERICK COUNTY A 1® V I R G I N I A OWNER CERTIFICATE I, , BEING THE OWNER (REPRESENTATIVE) OF THE PARCEL IDENTIFIED BY 54-((7))-12, DO HEREBY CERTIFY THAT THIS PLAN IS DESIGNED WITH MY APPROVAL AND CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. GIVEN UNDER MY HAND THIS DAY OF , 2005. OWNER SIGNATURE Ewln 11 11 11 AMB, LLC. 21625 Ashgrove Court Sterling, VA 20166 Phone: (703) 926-8017 Contact: Mike Steverson S-1 . I F_ 11 - -1 o r - A V D o-- s e c[ H_F3 I- r :Do AA1 a r n o u sk,�._� A c.- c.- i i o n STONEWALL MAGISTERIAL DISTRICT F"EDE_R7'ICK COUNTY, VIRGINIA INDEX ISHEETS DESCRIPTION SHEET NO. TITLESHEET.......................................................................... C —1 NOTES, LEGEND & CONSTRUCTION DETAILS .......................C-2 EXISTING CONDITIONS............................................................ — 3 SITE, GRADING & E&SC PL.A.N.............................................C-4 "For the purpose of plan approval, Dennie D. Dunlap III shall be the Responsible Land Disturber. When the contract is awarded, the contractor shall name a person who is certified by the Virginia Department of Conservation and Recreation as a Responsible Land Disturber. The Responsible Land Disturber shall be transferred from Dennie D. Dunlap III to the certified person named by the contractor prior to the initiation of land -disturbing activity." vDKM D. DUNLAP ID;, No. 035809 PROFESSIONAL SEAL 3In'tT ..... 0 F _ Stir Fort � rr'` r .1� SITE psi � � � a� _ '0. �. t'� 1 +� . ��d_ __ P� �'' r�//�■.y .,,� ''—.al 1- lr;: t � i ��" o}.},, r .4 �9 i �"� �•'ry. a �'-., y�'_:r. ' / R..� ';, � �s... w� J 'gip_.. 9 I? .�� .� J a' •� @p@p � . �+" VICINITY MAP 1 " = 1000' REVISED .................09/23/05 REVISED..................11 /16/05 REVISED .................. 02/15/06 Approved by the Zoning/Subdivision Administrator Zoning/Subdivision Administrator Signature to Note: Site plan is valid until 5 years after approval date. Note: Site plan is valid until 2 years after FCSA approval date. I.&MO ENGINEERING, INC. www.triadeng.com 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office(Ptriad—winc.com GENERAL NOTES 1. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. 2. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Engineer/Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. CONSTRUCTION NOTES EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E&SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. GRADING NOTES: 1. Though not depicted, limits of disturbance shall be the extents of all grading operations and/or a minimum of 5' off the property boundary. The estimated disturbed area for this project is 0.60 acres. 2. Excavation and fill slopes for erosion and sediment control shall not endanger adjoining property. Fill shall be compacted to prevent erosion. Grading shall not be done in such a way to divert water onto the property of another landowner. 3. There are no existing steep slopes on the subject property. 4. All structures shall be graded to secure positive drainage. 5. All disturbed areas must be stabilized within 7 days. 6. All grading shall provide proper drainage and dispose of storm water without ponding. • •11L 1141111111 • •. 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE WITH THE APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. 3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. 7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 11. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D. MULCH -CHOPPED STRAW AT RATE OF 2 TONE PER ACRE AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30 BALES PER ACRE. TEMP® RY SEEDING PLANTING DATES: SPECIE S RATE IN LBS, PER ACRE SEPT. 1 - FEB. 15 50 -100 Ibs./acre ANNUAL RYEGRASS (LODUM MULTI-FLORUM) 50% CEREAL (WINTER) RYE (SECALE CEREALS) 50% FEB. 16 - APR. 30 60 - 100lbs./acre ANNUAL RYEGRASS (LUUUM MULTI-FLORUM) 100% MAY 1 - AUG. 31 50lbs./acre GERMAN MILLET (SETARIA ITAUCA) 100% PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs./acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 Ibs./acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 Ibs./acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3:1) 150 Ibs_/aere KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWN VETCH **** 14% ++ SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. **** IF FLATPEA IS USED, INCREASE TO 30 Ibs./acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOUEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW MAIN- TENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10-20lbs./acre IN MIXES. DUST CONTROL MEASURES THE CONTRACTOR SHALL USE SPRAY -ON ADHESIVES IN ADDITION TO THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARY: (CHOOSE 1 METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL. / AC.) ANIONIC ASPHALT 7:1 COARSE 1200 LATEX 12.5:1 FINE 235 RESIN -IN -WATER 4:1 FINE 300 `..■ T �► , ARCH. ARCHITECT C/L OR CL CENTERLINE CL. CLASS C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER D.I.P. DUCTILE IRON PIPE DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE H.P. HIGH POINT HORIZ. HORIZONTAL INV. INVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY (SEWER SEW. SEWER STD. STANDARD( STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK GENERAL SITE PLAN NOTES: S.F. SQUARE FEET STR. STRUCTURE 1. Tax Map No. 54-((7))-12 T.B. TOP OF BANK 2. Magisterial District: Stonewall TPD TRIPS PER DAY 3. Zoning: M-1 4. Contract Owner/Developer: U/G UNDERGROUND AM B, LLC. VERT. VERTICAL 21625 Ashgrove Court W/L WATERLINE Sterling, VA 20166 X-ING CROSSING Phone: 703-926-8017 5. Site area: 3.07 acres 6. Use: - Existing: Industrial - Proposed: Industrial Site is used for manufacture & storage of HVAC units. 7. Building setback limits: Required: - Front = 75' - Side = 25' - Rear = 25' Provided: - Front = 301.76' - Side = 37.57' - Rear = 81.83' 8. Maximum floor area ratio (FAR): 1.0 - Floor area (existing) = 13,150 sq. ft. - Proposed building addition = 8000 sq. ft. - FAR = 21,150 sq. ft. / 3.07 acres = 0.158 9. Parking analysis: Required: - 1 space per employee - 10 projected employees (5 new) - 10 x 1 = 10 required spaces Provided: - 15 spaces (including 2 Handicap) 10. Landscaping analysis: Required: - 25% of total lot area (0.77 acres) Provided: - 54.7% of total lot area (1.68 acres) 11. Building height(s): - Maximum height allowed in M-1 Zoning District = 60' - Proposed warehouse height will be approximately 25'. 12. Survey information: - Boundary and topographic information provided by Triad Engineering, Inc., dated 03-24-05. 13. There are no additional signs proposed for this project. 14. Buildings shall comply with The Virginia Uniform Statewide Building Code and Sections 311, S (Storage) of the International Building Code/2000. Other Code that applies is CABO Al 17.1-98 Accessible and Usable Buildings and Facilities. 15. A design professional licensed in Virginia shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this type of structure (soils, concrete, steel, etc.). 16. There are no existing environmental features on the subject site. 17. All proposed utilities shall be located underground. There are no new utility connections proposed for the warehouse addition. Electric service will be provided from existing building. 18. Any outdoor lighting will be shielded to prevent glare on roads and adjoining properties 19. The gravel areas) as indicated on the plan shall not be used for outdoor storage. 20. The new structure will be handicap accessible as there are no steps into the building from the exterior pavement. The accessible route will be from the existing handicap parking space to around the west side of the existing main building. EXISTING 1C:_`CAlll PROPOSED ROADS ROAD CENTERLINE CURB CURB TAPER ;. SIDEWALKS HEAVY DUTY PAVEMENT e n CONCRETE PAVEMENT Q a. BUILDINGS FENCE 0 DECIDUOUS TREE 0111k, CONIFEROUS TREE 0 CONIFEROUS SHRUB PROPERTY LINE STORM SEWER 2900 zsov INDEX CONTOUR - -2898 - - INTERMEDIATE CONTOUR SPOT ELEVATION 2876.3 x .s8pa- 0� LIMITS OF CLEARING AND/OR GRADING CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. loll" FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 1000 FLO V 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric filter Barriers for Sediment Control, PLATE. 3.05-1 brood A Vlad Lm:ql TRIAD ENGINEERING, INC. (V 0 o I I M o 'o � I O c Ci n Z o 0 0v� O `�= U O 13 c ai v v 0 u o U cn n C Q c o Y � p U Ua Z Z 0 5a .. `O J 0N Z (0n J J > Q N� ® W CV I * WIZ U) ir> c ���z WpLr� a U 0 1- W I- > ZQ c) OW Z a_ J -QW�® ��'q wz�� U� m ZN01 Of Z LU oQ W Z0 U)W =Zof in 3 LU J Q WF U z_ 7 ���LTH ply, U DENNIE D. DUNI AP M 9 No. 035809 PROFESSIONAL SEAL I` O 70 Q Q W wZ ®W ®0 Z® r W Z a) W J W U a) = W 0 Z CC C > O t� ® > Z i Z O U 2 Q Drawing Number: C-2 No.: 07-05-01 ►M ri N ON t0 O O N 1 ) N Q1 3 ri 0 u Ln N O M C M M SEE EXPANSION JOINT SEAL DETAIL ON THIS SHEET CONC. PAVEMENT WWF HOLD BACK 2" FROM JOINT BUTT JOINT DIAMETER, 18" LONG DOWEL SPACE 12" CENTER TO CENTER. ONE END PAINTED AND OILED. CONSTRUCTION JOINT DETAIL NOT TO SCALE 1 I 1 1 I 1 1 1 1 SANITARY NHOLE C 1 TOP = 686.1 1 INV. IN = 679155 1 INV. IN = 679. 7 ' 1 1 INV. OUT = 6 .48 1 1 l 1 1 1 I 1 1 1 1 1 I 1 18" RCP CULVERT INV. IN = 685.20 INV. OUT = 683.39 CG-6 ' D 1 I 1 1 EP SANITARY MANH LEA 1 \ 1 \ TOP = 688.74 \ \ x INV. IN = 683.39 1 INV. IN = 683.39 1 ' 1 ll) \ 1 \ INV. OUT = 683.29 I I �fZ co ELECTRIC 10 � nnET R 1 I > ✓1 (3) WATER - I Q x x VALVES ✓ - -� - - - oi� I, PP FIRE HYDRANT SANITARY MANHOLE TOP = 691.24 CG-6— rA(-r !lr 1-71 III nIAl(I C` A 1 A/ r-rl I /l I A I TC` (BETWEEN CONTROL JOINTS) JOINT LAYOUT DETAIL NOT TO SCALE WOOD FENCE WITH DOUBLE SWING GATE (10' WIDE) DUMPSTER PAD DETAIL NOT TO SCALE I 12' (TYP. BETWEEN -D JOINTS) REFER TO PLAN SEE PLANS (min. 1 % LI 6• CONCRETE SLAB O 4000 L�PSI W/ /4 BARS O 16- O.C. EA WAY COMPACTED TO 95% PROCTOR DENSITY 6• CRUSHED AGGREGATE (VDOT 21B) COMPACT SUBGRADE TO 100% PROCTOR DENSITY HEAVY DUTY CONCRETE PAVEMENT NOT TO SCALE 2• ASPHALTIC CONCRETE (VDOT SM-12.5) I • •• . I 'I PAVEMENT SECTION NOT TO SCALE � 3/4" I (MIN) PAVEMENT 00 SURFACE POURED •JA JOINT SEALER SEPARATING TAPE 3/4" NON —EXTRUDING (MIN) JT FILLER EXPANSION JOINT DETAIL NOT TO SCALE SAWED JOINT FILLED W/ POURED JOINT SEAL N SAWED JOINT DETAIL NOT TO SCALE TEMPORAR Y SEDIMENT TRAP 1• 1 VARIMI.E ORIGINAL I VARVBLE• /GROUND ELEV. 1.0' 67 CU. YD./ACRE VARMBLE, .B' N 57 CU. YD./ACRE 1.7' (EXCAVATED) ORIGINAL FILTER CLOTH GROUND ~ ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATECLASS f RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP _ LENGTH (IN 12' 6 X DRAINAGE AREA / (IN AC.) DIVERSION / DIKE 1 ` %X COARSE AGGREGATE \ // EXCAVATED /FILTER CLOTH / COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET ,PERSPECTIVE VIEW) SOURCE: VA. DSWC STORAGE I I STORAGE I / 15" CMP CULVERT BUILDING "C" BUILDING T" ✓ / I INV. IN = 687.63 INV. OUT = 687.31 lb \ v 11 alb J j — �� \I✓G//� Z / / / CAMERA POLE r\ EX. CHAIN -LINK _ _ — — — — — _ / FIRE HYDRANT ----- \ BOLLARDS FENCE W/GATE_ - - - -6g21 (4) BOLLARDS ELEC;TRIGBOX x 6' BOARD -ON -BOARD FENCE —EP EP \ x x , x ,x • �\ / x — x —�\ I // -� \ x _.—i x -����X O o (SEE NOTE #2) `69�� /�/l I \\�\ \ \ /�/I I \\�\ + J . 4J FT \ \ + ��i +��� --- ! \ EX CHAIN -LINK 1 1 - \ / . 689 1 I E) A PP #N49079 , 25'\ IDE SETBAC ENCE � __ --------------- 690 • "' - - - - - - - - - - - - - - - - - - - - 10 FT. GRAVEL \ - - - EX. 9 4" PINES - - - - - 692691 �� ! 1 �1 XI _14 ❑ DRIVEWAY \ , _ — — \ , 1 • rn A " GAS METER - - - ,1- 1 1 ' 1 EMERGENCY 1 OVERHEA DOOR- 1 1 0 11 ��,6913.00 4" METAL PIPE % 1 SPILLWAY �4" CLEANOUT 1 STORY METAL (TYP. OF 3� 0 0) CO / WAREHOUSE N 0 I _ - \ 1 a1 (O I 1 15'-15" CMP STM. SEW. @ 1.00% '. �'. •' ` I1 686 INV.=685.35 CONCRETE / • I . �92 INV. = 685.50 1 I 2414`• � r P PAD x •' EX. CHAIN -LINK . • / , +�f . ,f fi9169 12�ic 40 L�ADMIG� SpAOE \ EX. TREE LINE -- _685 f I 1 EX. CHAIN -LINK FENCE W/GATE _' . . � . "NEW ASPHALT PAVEMENT \-.....' ........ - - 6 EP. (SEENOTE#.1)�.�.... _ _ .. �.'.'.'. ' \ 6 \ I 1 ` 8�� \x FENCE _ ��� 1 �� �O SF 03 _690— VL SNICKERS 3' .... N l C� x 1 \ 4 - -- PROPOSED CONCRETE PA�M€NT \ _BOOTH: .. .:.:.::....:..:.� - � � ✓ d I j I OFFICE (SEE DETAIL THIS SHEET) \ \ rrl O 15" CMP CULVERT Cfl I INV. IN = 689.44 INV. OUT = 687.90I C9 / 1 CG-6 + 4"\MAPLE I \ �PP #N70031 W/GUIDEWIRE EP `. P,# 700 CURB o� W/G DEW �RE / CUT j PP #1199434 111 I W/GUIDEWIRE 1 11 I ,� 6" MAPLE 1 11 I / \ I, CT �\111 I0 4' O C �► u W N 1 a \\1 II 1 i I • EP I 1 r 1 I 'ax 4" CLEAN(�T I ���1 • � mlj • 7 LiJ -0 7 / • LU / I a ) BOLLARDS-7 1 x p- EP 1 \ l� Z p 1 l W1 • O !- J CG-6 co _6912 L^l - ILL BOLLARDS FIRE HYDI I (4) WA�ER IVALVE�\ \ 1 � I � I \ (2) T DIA. - - - - \BUSHES - -693- TELEPHONE \ � PESTAL / PLATE. 3.13-2 NOTE: 1. Contractor to place new asphalt pavement to match finish elevation of existing gravel as shown on plan. 2. Contractor to place 6' high board -on -board fence and proposed landscaping in approximate locations as shown in accordance with Frederick County requirements for a full screen buffer. Modify location of proposed trees as necessary to minimize disturbance of existing vegetation. LEGEND N0. TITLE KEY SYMBOL 3.05 SILT FENCE S F-•—•—•—• TEMPORARY � 3.13 SEDIMENT TRAP nST / \ OUTLET PROTECTION 0 P 0 1 1 J �. 1 STORY METAL I \ \ \ 1 \ PP #N49080 WAREHOUSE DUMPSTER W/ 1 \ 1 1 ULL 1 FENCE -SCREENING �' 1 1 ASE FAR GAS METER I i \ GRAVEL (01 \ - - _ - _ G 1 �p0 S aEEN B / - - - - - - - - EX. 12" WHITE G " \ 6' BOARD -ON -BOARD FENCE — - - - —------------ASH---------11 00 (SEE NOTE#2) 25' SIDE SET - BAC 1 — - - -t- --- - • / x O O _ — EX. CHAIN -LINK + 1 / - FENCE o x x x x, x —x =x x x- x x -- -- --�-- -- -- -- -- -- - - EP---�---_- x O" \ s A AAA 61 2,\3 3 FT + CONCRETE I \ DUMPSTER PAS I \ FENCE REMAINS690-► \ \ 6-MAPLE CG-6 = i QUANTITY PLANT NAME (LA TIN) PLANT NAME (COMMON) SIZE SPACING REMARKS f 6 ILss or•nata S•tff SoLL 36- tau rr Ian B B 2B Aorr- saooharurra '!rr•rn dlou7116tcsfn' •!mrn MountcKm' Suacw A!a Zt 8.6' oaL per Lar► B a B .2B Cupr•Qasoo�/parte L�Landt4 LeVLcLvva Cypr•as 4-6' tail Pf'r pfcm% B dt B 2 2 Plnua Stro6ua Whtt• Pin• 4-5' tail P!•r' P14M?% B d! B —PROPOSED SUGAR MAPLE i O —PROPOSED LEYLAND CYPRESS PROPOSED WHITE PINE � —PROPOSED HEfZ HOLY 30 0 30 60 fl0 SCALE:1 ••-30' TRIAD ENGINEERING, INC. 00 CIO S \ \ \ d N 3 O O I ON Uj '0� Oj O O r7 U r- O =II 0 o v °' o v O U o U In 0 v Q Q C N 0 p U b Z Q o Q Z rv� N (14 N Z � ZFD W'¢ N * ] 1- Z 0 �;N�,O E U) L W> g 0 o Z W J W�Z�0 °JZz� C Q WOE � oE�J � Z ZQ Jaa- "0 r�<Uj 0 U�0 U) VOW to o Ll W 06 Z W z N 0 1 O w� w to Q W Zo * =ZW_ �<0 Z J ID Q Q U) .TH of G d' UDENNIE D. DUNLAP III> No. 035809 ti oNAL E PROFESSIONAL SEAL O Z 70 Q CL (� Z O ^U Z ,fi,�xx W W i W •0 C/) W = cn U (n OZ Z_ O� 0 Q m r� V C Q Drawing Number: C-4 No.: 07-05-01 O v ra N 0 0 r; Ln CD CD N V U1 0 d