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53-06 Shenpro, LLC - Office Space - Shawnee - Backfile
GENERAL NOTES 1. The property delineated on this plan is located along Airport Road (Route 645) in the County of Frederick, Virginia. The site is currently vacant. The owner of the property proposes to construct two, two—story office buildings on the 2.02 acre site. The primary site entrance will be located off of Airport Road and align with the existing Muskoka Court intersection.. 2. Property Developer : Contact: Mr. Larry Grant Airport Business Center, LLC 8020 Towers Crescent Drive Suite 200 Vienna, Virginia 22182 Telephone: (703) 777-7774 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Painter —Lewis, P.L.C. 5. Site Data: Parcel Area: 2.02 Acres, (88,064.77 square feet) P.I.N: 64—A-45M Zoning: B-2 Magisterial District: Shawnee Existing Use: Vacant Proposed Use: Office Space Front Yard Setback (R.O.W.): Required— 35' Provided— 87.02' Rear Yard Setback: Required— 0' Provided— 50.00' Side Yard Setback: Required— 0' Provided— 27.88' Maximum Building Height: Allowed— 35' Proposed— 30' F.A.R. Allowed— 1.0 Provided— 0.274 Building 1 Floor Area= 8,480 sf Building 2 Floor Area= 15,680 sf Total Building Floor Area= 24,160 sf Greenspace: Required— 15% (0.303 acres) Provided— 33.38% (0.67 acres) Impervious Area: Allowed— 85% Proposed— 66.41% (1.35 acres) Total Building Footprint Area= 12,080.00 sf Total Asphalt Pvmt. Area= 43,601.43 sf Total Concrete Pvmt. Area= 2,988.49. sf TOTAL= 58,669.92 sf 6. Parking Space Requirements: Property Line Setback: Required— 5' Provided— 5'+ Required— 10'(R.O.W.) Provided— 19.00'+ Parking Spaces: Required— (1) space per 250sf of Office Space 24,160/250= 96.64 spaces Provided— 102 spaces including (5) Handicap spaces Loading Space: Required— (1) space for 30,000sf-100,000sf of floor area None Required (23,960 sf proposed) Provided— None 7. Handicap Accessibility. HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 5 9. Lighting: Parking Areas shall have pole mounted area lights as indicated on the site layout plan. All proposed lights shall be oriented to preclude any off —site illumination. In addition due to the site's proximity to the Winchester Regional Airport, all lights shall be hooded and be amber in color (ie: high pressure sodium light fixtures). 10. Trash Receptacles: (1) Dumpster with wooden screening fence 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Storm Water Management is provided by a storm water detention facility along the northern boundary line of the property. Please refer to the Storm Water Management Report provided by Pointer —Lewis, P.L.C. 13. Environmental Features: Wetlands— No wetlands have been identified on this site. Flood plain— According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes— No sink holes have been identified on this site. Steep Slopes— No steep slopes have been identified on this site. Woodlands— No woodlands have been identified on this site. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE-GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (24,160 SF) T = 266 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (24,160 SF) T = 37 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (24,160 SF) T = 36 TRIPS, 17% ENTERING, 83% EXITING 2001 TRAFFIC COUNT FOR ROUTE 645 = 2200 VPD BETWEEN RT 522 AND RT 728 LEFT TURN LANE WARRANT: PHV=ADTxKxD ADT = 2200 K = % IN PEAK HOUR; SAY 25% D = % IN PEAK DIRECTION; SAY 75% PHV = 412 VPH LEFT TURNS INTO SITE AT AM PEAK HOUR = 37 x 75% = 28 L = % LEFT TURNS = 28/412 = 7% FIGURE C-1-1.12 VDOT ROAD DESIGN MANUAL OPPOSING TRAFFIC = 138 ADVANCING TRAFFIC = 412 NO LEFT TURN LANE REQUIRED AIRPORT = UMilliE E ER LLC �41R'C RT ' •AD HAW EE MAGI TERIAL DI TRI T F' E ERI OO NT VI' I IA 'Y ® O� 64—A-45K �O INVIC LLC ZONED: M1 EX. USE: COMMERCIAL INST.#: 000-02-6623 G9 64—A-45I .,ROVE —MC COMAb uiu ZONED: MI EX. USE: COMMERCIAL NST.#: 000-03-29451 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE. THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. \ \V 64—A-45M LAWRENCE N. & MARY BETH GRANT ZONED: B2 AREA: 2.02 ACRES EX. USE: VACANT PR. USE: OFFICE INST. #: 000-03-29142 lit = 50.0' 1W 64—A-45D ADAMS FAMILY LTD. PARTNERSHIP ZONED: B2 EX. USE: VACANT DB: 826, PG: 479 64—A-45L SUITE DREAM LLC ZONED: B2 EX. USE: VACANT INST.#: 000-03-17528 m 64—A-55 IRENE P. STROOP ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE DB: 546, PG: 428 I 64—A-54 KATHRYN LEE PARKER ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE DB: 951, PG: 665 I 64—A-53 N/F CARL NESSELROD ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE I I 64—A-52 EVELYN VIRGINIA VANMETER ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE 64—A-51 , r L. & HARRY A. BYRAM ZONED: RA SINGLE FAMILY RESIDENCE DB: 362, PG: 360 ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI —PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. To BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /9: COVER SHEET SHEET 2/9: EROSION AND SEDIMENTATION CONTROL PLAN SHEET 3/9: SITE LAYOUT PLAN SHEET 4/9: SITE GRADING PLAN SHEET 5/9: SITE LANDSCAPE AND FIRE LANE PLAN SHEET 6/9: MISCELLANEOUS CONSTRUCTION DETAILS VDOT CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES SHEET 7/9: ON —SITE STORM SEWER PLAN AND PROFILES SHEET 8/9: WATER MAIN A AND B PLAN AND PROFILES SHEET 9/9: ON —SITE SANITARY SEWER MAIN PLAN AND PROFILES SANITARY SEWER DETAILS TRASH ENCLOSURE DETAILS 15 -� ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APP IRP •' T=11111IE ER,im AIRPORT ROAD SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 1111 On CONSULTING ENGINEERS PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: off ice®pointerlewis.com JOB NO.: 0310028 SHEET: August 25, 2004 1 9 Latest Revision Date: September 11, 2006 TEMPORARY SEDIMENT TRAP VARIABLE ,i-i--i* ORIGINAL I VARIABLE GROUND ELEV. -- -� 1.0, 67 CU. YD./ACRE \`�N VARIABLE L(EXCAVATED) D./ACRE 4' FILTER ORIGINAL MAX. CLOTH GROUND ELEV. COARSE AGGREGATE CLASS I RIPRAP *SEE PLATE 3.13-1 CROSS SECTION OF OUTLET LENGTH (IN FEET)= 6 x DRAINAGE AREA (IN AC.) CLASS I RIPRAP \DIVERSION DIKE COARSE AGGREGATE EXCAVATED FILTER CLOTH AREA **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SEDIMENT TRAP CALCULATIONS SILT FENCE CULVERT INLET PROTECTION U-0 - TOE OF FILL SILT FENCE * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" 1.0' 1.5' FLOW 2.5' * * VDOT #3, #357 OR #5 COARSE AGGREGATE CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED TRAP ID TOTAL TOTAL WET WET WET DRY DRY DRY TOP OF WIDTH DRAINAGE STORAGE STORAGE DEPTH STORAGE AREA STORAGE VOLUME STORAGE DEPTH STORAGE AREA STORAGE VOLUME EMBANKMENT OF AREA VOLUME REQ'D. (D1) (Al) (V1) (D2) (A2) (V2) WIDTH OUTLET TRAP #1 2.5 acres 335 c.y. (9,045 c.f.) 2.5' 1,800 s.f. 4522.5 c.f. 3' 1,685 s.f. 4522.5 c.f. 5' 15' TRAP #2 0.6 acres 80 c' .f.) (2,171 c. 2' 550 s.f. 1,085 c.f. 2' 550 s.f. 1,085 c.f. 3' 6' EXTRA- FABRIC NEEDED WITH WIRE SUPPORT STEEL • •;.1161011 Ogg " WOOD POST it II ! I'tlllllllllllllllll ��� 1 Ili I IFLOV lopi". 11 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 76' OR GREATER FILTER FABRIC SECTION A - A NOTE: / SPILLWAY USE NDBAGS, STRAW BALES / FLOV SEDIMENT BARRIER OR 9THER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. 10 FT MAX. SPACING WITH SUPPLY WATER TO WASH WIRE SUPPORT FENCE WHEELS IF NECESSARY. Q PONDING HT. PONDING HT. 0 I� ;TEEL OR WIRE & FILTER FABRIC Q �� _\�� �\\_ VOOD POST ATTACH SECURELY 0 FLOW FLOW 56" HIGH MAX TO UPSTREAM I _T SIDE OF POST. 0 RUNOFF RUNOFF j 9" MAX. 1 (RECOMMENDED) 0- A 1 1 A WASHRACK 2"-3" COURSE Z STORAGE HT. ••.. AGGREGATE cy_• + MIN. 6" THICK g o � � N .. It 12" MIN. \ 12" MIN. O 1 4"x6" TRENCH V I WITH COMPACTED GRAVEL O BACKFILL z \f DIVERSION RIDGE 07 STANDARD DETAIL ALTERNATE DETAIL w 70' MIN. TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL PLAN NOTES: NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. THE ENTRANCE SHALL BE MAINTAINED IN A 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE CONDITION THAT WILL PREVENT TRACKING OR STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. OF -WAY. THIS MAY REQUIRE TOP DRESSING, . REMOVED SEDIMENT SHALL BE DEPOSITED REPAIR AND/OR CLEANOUT OF ANY MEASURES 2 2. E AREA THAT WILL NOT CONTRIBUTE 6. ATTACH WIRE FILTER FABRIC TO THE WIRE USED TO TRAP SEDIMENT. SEDIMENT OFFSITE AND CAN BE PERMANENTLY FENCING AND EXTEND IT INTO THE TRENCH. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL CONTOURS TO MAXIMIZE PONDING EFFICIENCY. NE TO AT DRAINS INTO STABILIZEDN AN AREA ANAPPROV WITH DR SEDIMENTUSHED TRAPCONSTRUCTION SILT FENCE DETAIL WITH WIRE SUPPORT OR ENT 44. INSTALL CATT EINGUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT NnT Tn C( AI F AnnAPTFn FPnAA• 1 aQ7 VA P-A q r`nK1TPn1 "AAlnRnnv -� n� z COMPACTED SOIL FLOW I I I II i I I I- i i-III- I IIII-III I I I Ili 4.5' MIN. TEMPORARY DIVERSION DIKE EXISTING PAVED ROADWAY W ENDWALL, FIELD MITRE, OR END SECTION FLOW SLOPE=0.00% D =1 I I=1 I J I- S- TO N E ((ii U m 60 co 30 0 30 90 v i \ \�` Scale 1 - 30 ft I I 4 (.5 CL (10 IW- a1 j U CY OP Z LU W �- 2 2�- � V)(n (n LZU N - - 4 �►y CrW CO i \ Ps TO Mu - I lY Ot 3 Q -� 0 o a OP ST I O OO O O L CIO 0-4 / \ T O PS TO Mu d N ^ z \ � T1 - -- - - 1 owioe \ : Z Mu irw �11. O MAL mat I&M &J. \ 1 F.Fts 7li.M Q s � F- z "Sf. h �'w z \ \ 10AL RM Aiiiiiiiiiiiit noIM all. Q \ r �� W Q Z t- • ,r \ C RR Z U \ \ Ps 0 TO MU \ S. O PS TO MU w Li W \ \ F- RR J 0 Q \ �\ PS TO M PS TU U L_J TO MU Z _ \ W --- s I Z LLJ Q Q \ I U V V V cn w z O Z�QA PROJECT DESCRIPTION V Preparation for the construction of the proposed project will include the rough grading of approximately two acres of land. ti bili Stabilization Grading operations will generate fill and cut material which will be utilized on -site. (The property DEVELOPER must apply Permanent=) M Y The contractor shall stabilize all denuded land within 7 days after the end of construction. for VPDES for construction activity through the De tartment of Environmental Quality as required). m W _V WOOD STAKES OR ty 9 P tyPermanent stabilization shall be applied to areas that are to be left dormant for more than Q METAL REBAR. STRAW BALES Existing Site Conditions one year. During construction of the project, soil stockpiles shall be stabilized or protected w 1 TIGHTLY STACKED OR The site is an open field which is now vacant. The ground slopes down from the southern most comer to the northern with sediment trapping measures. The contractor is responsible for the temporary protection W a o OFFSET CORNERS most comer of the site. and permanent stabilization of all soil stockpiles on site as well as soil intentionally 0 Z Q AS SHOWN. transported from the project site. The contractor shall establish vegetation on all areas not w ° Adjacent Areas otherwise stabilized according the following specification: w � Ix The site is bordered to the South by the Airport Road rights -of -way. The northern property line is adjacent to existing -,D single family homes. The property to the East is currently vacant. The property to the West is vacant but a hotel Seedbed Preparation: O development is proposed to be constucted. a. Scarify top 1 " to 2" of soil after final grades have been achieved. � Q cn DRAIN ° 1 b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). GRATE J Off -site Areas SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) .13 GRAVEL During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork Tall fescue 60 Ib.ac 97 85 ■ BACKFILL operations, the contractor may import materials as required to achieve final grades and specifications. Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 6 Erosion and Sediment Control Measures Nurse Gross -(season dependent) J LESS THAN 3.02 Initially, a 12'w by 701 temporary stone construction entrance will be constructed at the location of the proposed site Sept 1 - Feb 15: ■ 5% SLOPE A entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public Annual Ryegrass 12 lb/cc 98 85 rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone N E as conditions demand and repair and/or clean, out of any structures used to trap sediment. All materials spilled, dropped, Winter Rye 12 Ib/oc 98 85 +, O PLAN May 1 - Aug 31: rn a) v washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water Q cD trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. German Millet 12 lb/cc 98 85 � N I .� or N 1 3 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been Feb 16 - Apr 30: c� L o cD (0O PONDING HEIGHT STRAW established. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required Annual ryegrass 12 Ib/ac 98 85 p •_ GRAVEL repairs shall be made immediate) Damaged, decomposed Mulch: 1 .5 ton/cc small rain straw 3 c ^ , O BALES P y ge posed or otherwise ineffective silt fence shall be replaced. Sediment / 9 BACKFILL deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half Fertilizer: 1000 Ib/ac 10-10-10 U L � �O a the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be J U in dressed to conform with the existing grade and stabilized. SEQUENCE OF CONSTRUCTION s 1. Establish the construction entrance. :3 m 0 downstream perimeter of work areas Install diversion berms and silt fence along . , - 3.07 A block and gravel drop inlet sediment filter will be installed around the proposed storm water drop inlet immediately 2. u O o after installation. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be Construct temporary sediment traps. L .E removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design 3. Clear and grub the work area. W cD v v o soil ile and stabilize to stock , Stripptopsoil. c 5 o depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. 4. � LL E DROP Structures shall be reimoved and the area stabilized when the remaining drainage area has been properly stabilized. 5. Perform rough grading of the construction area. W INLET EMBED STRAW 6. Install utilities. Z BALE 4" MIN. 7. Install storm sewer inlet protection. Z INTO SOIL. 3.08 Rock check dams shall be installed as inlet protection for the proposed culvert at the entrance to the site and the g. Perform final grading of site. Apply seeding and mulch. storm sewer system running through the site to the proposed SWM pond. The dams shall be installed at the upstream 10. Remove temporary controls after work areas have been stabilized. Q ends immediately after installation. The dams shall be constructed of Course Aggregate No. 1 and Class I rip rap. Sediment shall be removed from behind the check dams when it has accumulated to one half the original height of the dam. Each dam shall be checked for sediment accumulation and functionality after each storm event and repairs made SECTIONA - A as required. Any sediment deposits remaining in place after the dams are no longer needed shall be dressed to conform EROSION & SEDIMENT CONTROL KEY NOTES: with the existing grade and stabilized. 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE 3.09 Diversion berms will be installed along the downstream perimeter of the proposed parking area for building 1 as a AREAS. (LESS THAN 5%) first measure of construction. The berms will dressed with topsoil and remain in place as finished landscape berms after 2. EMBED THE BALES 4" INTO THE SOIL AND all site grading is complete. These measures shall be inspected after each rainfall and at least daily during prolonged OFFSET CORNERS OR PLACE BALES WITH ENDS STRAW BALE/GRAVEL rainfall. Any required repairs shall be made immediately. Eroded or otherwise damaged berms shall be repaired at the TIGHTLY ABUTING. GRAVEL BACKFILL WILL time of inspection. Sediment deposits should be removed after each storm event. They must be removed when deposits PREVENT EROSION OR FLOW AROUND THE BALES.) reap approximately one-half the height of the barrier. Any sediment deposits remaining in place after the berms are no 3. THE TOP OF THE STRUCTURE PONDING HEIGHT DROP INLET longer needed shall be dressed to conform with the existinggrade and stabilized. MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- SEDIMENT BARRIER 3.13 A temporary sediment trap will be constructed in the proposed SWM Pond near the northern most comer of the site. PASSING THE INLET. EXCAVATION OF A BASIN A sediment trap will be constructed adjacent to the Route 645 right-of-way. The traps will be constructed in accordance ADJACENT TO THE DROP INLET OR A TEMP- with the typical details and dimensions given on the plans. The traps will be constructed using on -site material and will be ORARY DIKE ON THE DOWNSLOPE OF THE seeded with the temporary seeding mix immediately after construction. The traps will be inspected after each rainfall and STRUCTURE MAY BE NECESSARY. repairs made as necessary. 3.18 Outlet protection will be provided at the outlet of the entrance culvert as well as the storm sewer outlet in the proposed SWM Pond. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The OUTLET PROTECTION TABLE anticipated time for construction is August 2006 through December 2006. NOT TO SCALE 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. OUTLET ID L W D STONE d50 MSD Al 15' 15' 12' 0.5' 6 TONS Bi AS SHOWN 12' 0.5' 10 TONS 3.02 TEMPORARY STONE CONSTRUCTION CE ............................... ENTRANCE 3.05 SILT FENCE X X-- 3.07 INLET PROTECTION 3.08 CULVERT INLET PROTECTION -ROCK DAM CIA 3.09 TEMPORARY DIVERSION �L DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION Mq 3.30 TOPSOILING To 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING _ 3.38 TREE PROTECTION U V) Z J � LJ iii �Z ZO OW �Z,'f H 0 � �O O JO C. L IS 9 No. 21621 �SSIONAL SURVEY: P-L, PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=30.0' 08/25/04 SHEET: A /..7 END PR. 2" SAN. FORCE MAIN W/ 2" TEMPORARY PLUG _ tMH-1 TOP= 722.00 INV. IN FROM B2= 718.60 PR. DI-1 ®GRATE= 722.05 INV. INV. IN FROM OUT(8")= POND=717.90 717.90 INV. IN= 719.20 0 00' _ 1 JOINT OF 8"0 PIPE INV. OUT= 719.10 -- \ MATCH EX. PVMT. o u / f - 21.21' ,;,� o WITH MEGALUG _ _ _ _ -t 18.00' 7_00' i _ - ELEVATIONS Al on v - - 147.93' - - r EX. GAS o ou m o RESTRAINT & PLUOG7, - _ 3b9.1 S I 5' PARKING SETQ4CK Pf�. ES-1 1oo'R 74.18' N3r� � E N --+ \ MARKER . / - - $ !� EW-1 INV. OUT= 717.80 s INV. OUT= 722.50 / N 5' PA /NG SETB4CK � o o o - _ _ , , -- O -8"0 SCH 40 PVC 0 0.00% \ \ o_ APPRX. LOC o Q - PR LT 6 00' x OF EX. UGG i o 3 cn PR. - _ ------ - _ \ - --- 6T PR. 8"x8"x8" TEE ``�' -T- - --- O pR EV/SCUT=721.70 //9�• 3 8"0 GV & TB $_------1to.00 I �� 80.00'-18"0 RCP 0 0.63� B1 1' NDC 20' 20'R D 'DNA ST (TE�'R.� I °° �. i �$ - y Q R GE ES g1 PR. 22.5' PR. 123.94'-8" a b V v$ Fjj I I I \ o� e.� M • PR. STO /S ' tit �� BEND SDR- t o_ A F----: I 0.0 10.00 I N v� SIG j a� p _ PR. 27.84'-6" DS I 0.00' / 25 R SDR-21 WL TO �. I , ` (TYP. - - �v ti 35 o�'Fs.0 / ` �1P�F 20' WATER H ASSY. #1. ' rR 5'K -13.00 \ \ c.,x \ \ y0 LINE ES - 15'R 14.63 ASPHALT Cnn LINE WESMT ATE 10' GUTTER r o TRANSITION_ G-12 o v,� o0 oOP��, 5 R X `L°c S�� �-, � $ PAR ING PR. 173.50'-8" SDR-21 PVC WL `n \ Ep\ o RAMP Q yY p 90' BEND 3.5' WIDE o- o ' �`L �50 r o PR. WATER MN PR. 16.50'-6" SDR-21 8"X6" CONC. PR. 20' PRIVATE SAN. PR. 20' WATER WL TO FH ASSY. 2. FORC MAIN ESMT. REDUCER WALK \\ L / �6 �' PR. 8"x8" TEE _ o x o FH ASSY. o LINE SMT. GUTTER o ,\ � �0 X6" REDUCER TRANSITION 4.5'R # 1 94' T $� PR. LT \ - T - t o RAMP � QO 1 � Ql R � LANDSCAP 4 5'R Dv 5'R 0��� O R�� 0 �`�i - i I ,� 4.5'R ISLAND FH ASSY. v D \ 6 v o G F F� \ : % 00. PR. 20 WATER m m N A.F` off\ ��� ��� ❑ LINE ESMT. w 9. `r Lam- #2• Z o 10.00 a o 0 .0f 'o Ell z �, o 'o o 50 00 �o 1 1 1 2" 4 0 (TYP.) . ASPHALT O / 0 0 -- --- -- o o ,, N C \ oolyc9� R v_ PARKING 25'R WATER I - 3.5' WIDE 1 1/2" WATER ®IHLDING 2 m o 0 METER CONC. METER ao ; ED OFFICE A n C PR. 12"x8" TAP BY FCSA, l c� AREA WALK I ! + 2 STORY N v> \ PR. 24.00' I DS a 30 HEIGHT ( ) �" , 8" DIP TO BE INSTALLED BY w �d� \ MONUMII'N ES-1 / �� AISLE o --- DS 7,b40 s f D \ CONTRACTOR y6d v o R. 20 S SIGN INV. IN= 724.00 I 1 DS 0.00' 10.0 ' ASPHALT �' DOTPRiNT � 1S b�• i f• z n RAINAGE.,ESM \ ', �o 3.5' WIDE PARKING �' ' - FLOOR AREA: ' °o. ,� CONC. AREA _ _i _ - 11 1/2-- WALK ° a, F.F.E.: 725.60 0 GUTTER - _ + OAP v> �� GUTTER Y 1 1 /2- 9.00' o w / a y s TRANSITION �\ TYPE "K" ft� TYPE o PR. CO (TYP.) - i-1 _ ----- COPPER WL o INV.= 720.46 �o - QO 5'R p OQ COPPER WL 49'R 24.00' - TO BLDG. DS PROPOSED OFFICE BUILDING 1 _ o o i p v ti°�'c��F TO BLDG. + 2 STORY AISLE t o- P / HEKsHT (• ) �01 ON PR. 10'-4" SDR-21 PVC Q 3 Zc, P LT 10' GUTTER 4' WIDE FOO1RW AREA. 4.240 s.f PR. STEPS �_ j$ O • SAN. LAT. 0 2.08% MIN. SLOPE O /NV /N=724, 4 . TRANSITION CONC. + o LEAD WALK • �• \ ` $ O o•' �y (T.B . CIS NDC \` / PROVIDE 2' O� WALK TOTAL FLOOR AREA: 8 480 s N(3) 6" RISERS 20.00' G� \ F� �► p� �J, �00 WIDE CURB CUT .. J 2 12" TREADS o j �j F F.E • 728.b0 O r AND 2'x3' CONC. °D (n'P') 24.00' \�� WATTERODRA NOGAGE. jPAD 1� �~-HC SIGN - - 20 �AISLE DS LOCATIONS ARE APPROXIMATE. �\ n O. c� ' �° O 00 a, (N ) 18.00' DAYLIGHT COLLECTION PIPES INTO ® y �' 5 R o LANDING ___-_-- - - PARKING AREAS THROUGH CURB. -� Q c'. \ 16 0 106.00' / Ex. Invert \ \ �O APPRX. L 1. NDC HC RAMP ��0.45•ID 't( LANDIN o , Sz \ !� 720. '7� 0 �y OF CONCE _ $ \ \ o �o ASPHALT LEAD WALK ASPHALT o- 1' NDC o-C SIGN PROVIDE 1' CHAMFER PARKING jr r, PARKING AT ALL CONC. WALK i / \ \%, �► cF\\ / AREA 3.5' WIDE INTERSECTIONS. TYP. AREA �a�F O •� L % WALK l' \R. I \ �y \. i 10.0 '_ 31.00 4' CONC. pR• TURN LANE Z)20 MN �00 �9y u' J PR. CO PR. LT - - WALK DS • E INV.= 723.00 4.5-R AL 15 R 10'R /1000 \ "AL -o \ 00 31 ' .... DS ,. LAN ----- __ _ - ------ 6.58T-- 5 p LJD �, LANDSCAPE ISLAND 9• UMPS ,000�\ / 12p2C, ER o m o SEE DSHEETT9/9 AREA 10.001.29.69' AL 15'R 4 Sp eR. EW-1 FOR DUMPSTER o \ \ 21 INV. IN= 722.00 $ LAYOUT AND o T - CONSTRUCTION DETAILS. -- -_ \ \ \ PROVIDE p \ \` r`,�PR. LT / DIRECTIONAL 5.60' 3.5' WIDE �� SqN, 30.13' cn 3' 1 1 L9T 4'R v o m PAVEMENT ASPHALT o CONC. ® cn ARROWS AS -�► PARKING ' CURB CUT v j _ i 1 .00' I ? 9 I � 2, SHOWN AREA ; , \ , C, FOR DRAINAGE 3 R ) I I I ❑ N I o, DO 12" x 18" STND. \ o o '0 SR o D \. o �\ o o "[� o t I I z NOT �e.• A v` �� 50� A 0, 1 0 0. ENTER \ X \ \ �� �\ � ; � 5'R \\? ��? \ �o f \• �� 70.00 --_ aj 4 " 16. 6 O R. 115.10 - AN. o -o ��. � �,L�O _. \_ ., � .54---_._-_ -__. __ 13.51' ENTER" SIGN 2 35 94 . Z Z O Q Z O ZE cn Z � ►W- cn- 'O U m 0 U > - U CQ LLd Z > L,- W W -20.00'-18"0 RCP 0 0.50% If� ES - 1 INV. OUT= 718.00 Lr) Ln O Z g CL D 0 � n PRO3 . SAN. MH-1 ^i TOP= 723.70 C 2" INV. IN = 720.29 (FORCE MAIN) 4" INV. INV. IN= 720.13 (LATERAL) 8" INV. OUT= 719.70 U � I J Q {/0 Z w (_ fV) N W LL 8 WpQJ> .I U O Qw w I W Ix WZ 0 EX. SAN. MH Wit (n TOP= 724.00± Z 0 8" INV. IN= 719.12 (MH 3) U) a' Q 8" INV. IN= 719.12 (MH 2) M 8" INV. OUT= 718.92t m Q V I @ ir PR. SAN. MH-1 F- LLLJ W TOP= 727.00 ir Z 0 4" INV. IN= 720.54 (LATERAL) 8" INV. OUT= 720.21 w 0- Q -- --.) = LL. p Q W l Jl J 5.00' + + 23.31- 5 PARK/NG 5ET840( 66" STND. U-CHANNEL POST \ \ �� L- _ -- S42-0421"W- -- _ - 1 9.96' \ cn �-2' GRAVEL PROP. GROUND \\ 'moo ` SHOULDER m \ \ M_ _ N E \ C) 30" \ \\ III 'I � ai O rn o DO \ Cn ) N N 3 MATCH EX.�VMT. o (D L a� Li NOT \ ELEVATIONS ENTER �� Cw APPRX. LOG. III p OF EX. D/TCH �r cn � � � - •t o a CENTFRL/NE CD z ' > U \ \ oo ® I,� ��,sE0 w z Ip o Lu "DO NOT ENTER" SIGN DETAIL w Z 0- J E °� t° E NO SCALE \ APPRX. LOC. f)f,- hI ~ \OF EX. UCC F Q v \ Z III u EX. LANE OF \ RTE. 645 CL 14' Q I \ \ ' " CROSS SLOPE = 1/4:1MIN. III I 1i \\ \ CG-7 Z f- Lj 30" x 30" STD. \\.................................. 1.5" SM-12.5 V) - \� 3" BM-25.0 p Z \� \ 8" 21 -B U w COMPACTED SUBGRADE NOTE: 12 CO III \\ INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. STD. U-CHANNEL POST PAVEMENT SECTION WHICHEVER IS GREATER. FTOP= 727.9 6" INV722.0 PLTH 0 D 54" �� \ SITE ENTRANCE TURN LANE s \\ NOT TO SCALE `,SOS Io \ as sqN �I J N C. LEWIS 9 \\ O CqT I D 301'-----PROP. GROUND No. 21621 � � ® � � s Er \\ MARGA5 '`69 I EX. 54N. SEW. MH BOA 30 \\ R� ` rOP= 727.44 s, �y EX. 8" /NV. /N= 718.94 ZONAL 30" - \\ EX. 8' /NV OUT- 717.89 PROP. 6" INV/N= 718.09 SURVEY: (BY OTHERS) P-L, PLC 2' NOTE: ` EX. UNDERGR ND I COLORS SHALL BE AS FOLLOWS: DRAWN BY: JOB NO.: WHITE LETTERS AND BORDER ON unc/Tr srues \ ` 20 0 20 60 II I SS 0310028 RED BACKGROUND. \ �• SCALE: DATE: "STOP" SIGN DETAIL NOT TO SCALE Scale 1 " = 20 ft 006iiiii�II`" SHEET:O 05/11/04 \ \\ II 3/9 N� -, Q m N m I- Z O Z O � U a C) O (n a m j U Z w I. /+ OW N N W Z Q 'Jr ♦ + + '2�i + 7Pi� '19•49 ! ' r9 ♦ + , �S / Or Q CL 0 0 0 0 0 .\ 0) N N O i C \i I O + 7ft tMHi-1 TOP*�> 2.00 >43 4a \ �ATCH EX. PVMT. y rANPRx. 724.00)IL It .17 '2s INV. IN, FROM B2= 718.60 PR DI-1 INV. INI FROM POND=717.90 ®GrtATE= 722.05 1 INV. OUT(8�= 717.90 ' INN. IN= 719.20 \ ? ♦ / 728.26 TCBHP n * �Jr INV. OUT= 719.1� - - _ _ •y _ - / �o� / N N - --- s.�a • Pf� ES-1 _ _ 2 \ / m 2 \ ?� INV. OUT= 722.50 *>�y,�s ,,� ,,, 7 _ _ - = 7 7.8 20.00'-18 � IZ�P A 0.50� Z eES-1\ o 22.55 o27.20 / -o uc �6. q I•� 0 PVC A 0.��>er,� * r'�>3 a. 725.20 �• \ ® 80.00'-18 0 RCP A 0.63 INV. OUT= 718.00 111 O �4 LAWN * �?+ * r !! OUT=771.,V e % 725.75 I v I (7. \1 725. 72810 . � y 17 724.00 - Al 9,10 / C�HP \ 725. i j 723, I 'e� e n O // ,Q7 •\ � � ssy 1 726.40 t?�� � � 727.9 727.26 �- CD1„L J J 1 \ ♦ \ \\\ \ \ 725.8 q, -p / ��00 27.74.33 728.30 f CoLLJ 728.23 724. 24.36 N4 y A 727.1 726.80 * >i9� �> r PR. STORK WATER DETENTION AREA �� ci" \ c? �• 727. -II---II--+�!- T T INSTALL IN ACCORDANCE WITH THE W \ ' ♦ 1 i � �� ®\�. Oda►' '� \ I ♦ I co� L \ '' 0�� GRADES LP ` *'�'L--------- PROPOSED D�E 27.9 725.83 725.85 >�� PROVIDE ONE -LINED 7C T• � AS SHOWN dN THE PLANS. SPILLWAY AT ELEVATION 720.50 GENERALLY * SEE RIP RAP DETAIL ON SHEET 2. -� � 24. 727. 726�1 0 -- TCH EX. PVMT. ��" 727. �. -- - oo - 2 U \ rAAPPRX. 726.00) - 727. V - 2 STORE Es 1 Y 24.7 72 F AREA: 79M s.f. / ♦ g l t72TC°/H34 P A �1r" �`' TOTAL AREA. , 5,ae0 s.t. �-- - i ♦ {�/L ' / INV. IN= 724.00 727. 0 Z 72e.1 0000 25.60 F.F.E.: 725.60 V / V Ld Es !K \ +> \ { 727.3 727.56E K W �-► 1 10 I x HC RAMP Z / WtbY�mi +3 727. / PROPOSED / uj Q J \ 728 3017WW C2STORY) Vro ! ' O Q - HP�40 s.RISERS f. PR. STEPS 10 j / * V ✓" Q INV. /N=724.43 (3) 6• � +' 1_ ♦ % (r. a. �' , ,� TOTAL FLOOR AREA: 115�4W s.f. (2) 12• TREADs + * >, (n W Z 727. ' 2s. t o (n F- ��/ \ ♦ 727. 27.74 F.F.E.. 72a°60 27.0o ` �- D /offer ` �♦ 6.40 * '� 8 j ? O C� U w s� O. P' °o (n a Q ,p 727.3 726.90 _ c Y -- �' Q 727. . 7V ♦ \ `� O 8.40 4 '! TH HOLD W // \� uj Ir �i ` \ 728.07 G / \ w j * o -- E J i 725. w a Q / * 727= Li .1E 726.9 728.30 � Q V) LIN *725.00 � >t+>•� ` i 725.10 724. / / 728.51 5.50 J9 + + 11 5❑ - ++ 727.1 'te'Iro 724.10 IL '22ry n7.7o / UGE 4. * �2SJ4 ♦ �>p J 'RR. EW-1 ■ INV. IN= 722.00 / \ - a. 725-40 N M E \ \ 728. 727.50,AF 27.54 +' O Cn O 0 725 ♦ A N 3: + > 9 \ 727.54 16 I * + � N C14 CHID > / 728.20 p c0 (p N ` 728.00 I 0 • +, \ \ 726.90 I 3 .c - � -C Wto 0)0O 0 -� V) \\ © J 725.60 LC)40 727. _ _ 728.1 *H28.20 00 +% O _ 1 + to Y 0 ♦ + * * - - - - - S4YO4'21�- u.i co o 0 \ rAPPRX E 728.45 z It \\ I- w ILL- I z III T H of G f / ♦ \ 1 J C. LEWIS tp' No. 21621 I04 sS'IONAL ISURVEY: C.L: P-L, PLC 2'/1 20 0 20 60 \' / FI I DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: Scale 1" = 20 f t 1•=20.0' 05/ 11 /04 \\ ` / SHEET: �'1'1.1I1�•i►,�ll�l■ 1� .� � ".l'1`7 ..�i ' , :i►11 Ii�.1.at :: . ,1 ♦� Ii�!�,1� LS •• ��=':��.www•/A'A��w�w�Aw r2�'1.t+�. � ���t��yr��rrr• %p �lrl��r,Irv, __ r�r�r�r ►ram i ter_ �r rJr I�r� �_ _ _ . �-�► J. J .__ �_ ' 1' FIRE LANE � (13 1 I STRIPE 1 177 �t1IRE LANE I • 3o' HWIT (2 STORY) HCS --- FOO~ ARM TOTAL / W. „1 1 JA`11IIIIIIIIIIIIIIIIIIIIIIIIIIIIII Oil PY HC <oN0 ' � r \ • �O ltHCS ' '� �► - �- 0 FLS E-7` voi 100 PY \ i FL CC ° CC A IM \ — — - -- i J - LS NS _PROP. BERM PROP. FIRE LANE \ ` \ AVG. HT.= 2.5'/` CURB STRIPE ( ) (75)JH y FLS .r V o (4)IC \ MASS PLANTING OF (JH) Juniperus hl,fl*Mtalis \� PY ice. 'Plumosa' (TYP.) ` PY I ! I 16 \ V CP/ ��. l NS 4)VP . 1 -' � w•►�'w AA'iiAiRA•A w•w•��www�wwwi�� • 1 �ww�••�wi��i• •w�i ww ww� -- ......rr►.•r .� � � •'YiSj �rr��rrr`��'`r/rr•��. ---- �' • A w A fwTjVjiA�R�� - — w►�wiA�A�i �it LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 58,669.92 sq. ft./2,000= 29.33=> 29 trees Provided Trees: 29 trees Required Headlight Screening: 3' high along Rights —of —ways and adjacent properties Provided Headlight Screening: 3' high berm and evergreen shrubs along Airport Road parking area and 3' high evergreen hedge along adjacent properties. Interior Areas: 5% Interior Greenspace PARKING LOT LANSCAPING PLANT LIST Greenspace Required: 43,601.43 sq. ft. (x) 0.05= 2,180.07 sq. ft. Greenspace Provided: 3,996.28 sq. ft. (or) 9.17% (1) Tree Per 10 Parking Spaces Trees Required: 102 spaces/10= 10.2=> 10 trees Trees Provided: 10 trees Zoning District Buffer: A category "B" buffer against adjacent RA zoned, single—family residences. Required Buffer: 25' inactive buffer 25' active buffer 225' Full Screen (3 plants per 10'= 67.5 plants) Provided Buffer: 25' inactive buffer KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CB 6 Carpinus betulus European Hornbeam 2" cal, see plans CC 10 Cercidiph Ilum •a onicum Katsuratree 2" cal. 25' o.c. CP 2 Crataegus phaenopyrum Washington Hawthorn 2" cal. see plans ICD 113 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. JH 135 Juniperus horizontalis 'Plumosa' Andorra Creeping Juniper 3 gal. cont. 36" o.c. NS 11 Nysso sylvatica Black Tupelo 2" cal. 25' o.c. PY 10 Prunus yedoensis Yoshino Cherry 2" cal. 25' o.c. 25' active buffer ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING Full Screen with 68 plants (7 different species, 113 deciduous, opaque evergreen screen, 4' min. ZONING DISTRICT BUFFER PLANT LIST height at the time of planting, in a 50' wide landscape easement) LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CB 2 Carpinus betulus European Hornbeam 6' height see plans CP 2 Crataegus phaenopyrum Washington Hawthorn 6' height see plans FI 5 Forsythia intermedia Border Forsythia 4' height 6o.c. IC 21 Ilex cornuta 'Burfordii' Burford Chinese Holly 4' height 6' a.c. RC 10 Rhododendron catowbiense Catawba Rhododendron 4' height 6' o.c. TC 18 Tsuga canadensis Canada Hemlock 6' height 10' o.c. VP 14 Viburnum plicatum tomentosum I Doublefile Viburnum 1 4' height 6' o.c. normal requirements for the variety according to the American Association of Nurserymen. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. NOTE: 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on PLANT SPACING VARIES —(SEE PLANS) — any plant will result in rejection of that plant. PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch ALL SHRUB BEDS TO BE COMPLETELY uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so SOI EXCAVATED OF ALL EXISTING SOIL EXEX L as not to impede surface drainage. REQUIRED DEPTH AND LLE W/ REQUIRED SOIL MIX. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. MULCH TO BE 3" DEPTH 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous COMPLETELY REMOVE ALL trees shall be double —guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized STRINGS, RIBBONS, AND wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". TAGS FROM PLANT. 9. Use shredded hardwood bark mulch in all planting beds. REMOVE TOP 1/3 OF ALL ------ BURLAP FABRIC AROUND 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. ROOT BALL. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 SCARIFY ROOTS ON POT granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. BOUND PLANTS. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT period of one year from time of installation. SHRUB PLANTING BED 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. SECTION NOTE: CONTRACT HYDROSEE AREAS DI! OF THEIR (2) UPRI( TREES OF TO BE G( TREE WR) RUBBER 2"x2" HAE 2 PER TF 12 GAUGE WIRE—DOL 4" MULCF 3" SAUCE EXISTING SOIL MIX COMPACT! TREE FRC UPRIGHT FIRM BEA REMOVE' ROPE FR( TREE PLANTING SECTION MIN. cn 7 m L,) � m O Z LL,I O �IZiW O W Z U \ p U O v, wLLI ►- m S: w u; m O_ O W W.O U1cU (n CD W L U) p W z Z cr_ Cl- CIL u0 L0 \ \ \ \ W oo d (O O NIO Ln \ O 0 0 r� co d N OZ NOTE: 1. TREES AND SHRUBS REQUIRED FOR Q THE ZONING DISTRICT BUFFER HAVE BEEN PLACED TO AVOID CONFLICT ZZ WITH THE PROPOSEb UTILITIES AND Z THE STORM WATER MANAGEMENT POND Q LOCATED WITHIN THE PROPOSED 50' W _] LANDSCAPE EASEMENT. C 2. EVERGREEN PLANTS SPECIFIED FOR U W THE ZONING DISTRICT BUFFER SHALL N Z REACH A MIN. MATURE HEIGHT OF 6' AND SHALL BE PLANTED AS TO PROVIDE AN OVERLAPPING CONTINUOUS Z EVERGREEN SCREEN. I� , N W J F— F— J V Q w Z W Q UO J Q w ZOU� v• 0— 1 -- � W M Y M LLJ I.- W � W �0 3w o � _� Q (n C) J � n) 0 cD E rn o rn r- U FIRE LAME REQUIREMENTS: N `n I .3 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. N N N 2. FIRE LANE DESIGNATION SIGNS SHALL BE 12%18" WITH A WHITE BACK 3 :ECD GROUND, AND 2" BLOCK LETTERS IN RED STATING: "NO PARKING FIRE W °' a LANE". ALL OTHER SIGNAGE MUST BE APPROVED BY THE FIRE MARSALL. J >n �' ` o 3. FIRE LANE DESIGNATION SIGNS SHALL BE POSTED ON ALL CORNERS o OF FIRE LANE, AND WITH A MINIMUM SPACING OF 50' APART ALONG THE W s a REMAINING LENGTH OF THE FIRE LANE AREA. SIGNS SHALL BE SET AT A C° " °' MIN. HEIGHT OF 66" TO THE BOTTOM OF THE SIGN. N L` w PARKING 12" x 18" STD. FIRE LANE 66" STD. U-CHANNEL POST ----PROP. GROUND 30" NO PARKING FIRE LANE "NO PARKING FIRE LANE" SIGN DETAIL NO SCALE 0 (n Z0-1 J W � W 011111 �� LLUM U Ow TH OF s J N C. LEWIS a No. 21621 OA SSIONAL SURVEY: C.I.: P—L, PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=20.0' 05/1 1 /04 SHEET: 5/9 �-AS SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 3.5' (OR AS SHOWN ON PLANS) .....................9......... EXP. JT. MAT'L I 4" CRUSHED STONE TYPICAL SIDEWALK DETAIL (3000 PSI) 4" CONIC TO SCALE 6" 2 6" 7„ 6" 2'-0" CG-6 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CC-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) N 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE 13" CG-6R �V �`-v COMBINATION 6" CURB &GUTTER REVERSED NOT TO SCALE 2" SM-2A 8" 21-A COMPACTED SUBGRADE F GUTTER TYPICAL 1' NOSE DOWN CURB TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE NOT TO SCALE 4" EXTERIOR STAIR DETAIL NOT TO SCALE 1 " NOSING (TYP) EXTEND RAIL TO MEET ADA REQUIREMENTS 1-1/2" DIA. STANDARD TUBE STEEL RAILING SET IN 81 x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR. LOCATE RAIL AS SHOWN ON SITE PLAN. 000 PSI CONCRETE 00, \---6 X 6-1.4 WWF(1.5" MIN CLEAR) '#4 NOSING BAR(TYP) 5" THREE RISERS REQUIRED SEE SITE PLAN FOR ADDITIONAL INFORMATION I I 1-- 1-11 1-_1 I 00 :L 00- FMU NOTE: ALL PROPOSED LIGHTS SHALL BE HOODED AND BE AMBER IN COLOR AS A SAFETY MEASURE TO SHIELD BRIGHT LIGHTS FROM APPROACHING AND DEPARTING AIRCRAFT AT NEARBY WINCHESTER REGIONAL AIRPORT. 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. T°. A . REQ'D PER STND MANU. PROPOSED GRADE 12" MIN. PARKING AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATIONS ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE. PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL PRIOR TO ORDERING LIGHTS. 54" 2`--1 �- „ I '`1 7" 'r 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- SURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH 0 RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. NOTE: COMB. CURB AND GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB AND � GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI-4000 IF PRECAST. WHEN IN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT RF(`_I II AR 11PFNlt\I(_C LV- COMBINATION 4" CURB &GUTTER NOT TO SCALE (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) ciFLOW LINE MAINLINE R37EM OR AS � I YI ** PR. STREET OR CG-11 I �I w AISLE APPROACH TO BE THE SAME AS g (n MAINLINE ROADWAY. V)I ¢ (RADIUS TO BE AS �+ ;r o� HOWN ON PLANS) (RADIUS TO BE AS I �+ I C _ SHOWN ON PLANS)- � �� / e 6 ®RADIAL COMBINATION CURB do GUTTER SIDEWALK 6- EXPANSION JOINT A *OPTIONAL NOTE: WIDTH "B"= 2'-0" SHOWN ON TYPICAL SECTION. PLAN VIEW 10' 8% MAX. EDGE OF SHOULDER OR---pARABOLIC-j rSLOPE CHANGE OPTIONAL FLOW LINE CURVE _rrv� RVHUnHI 8% MAX. ® �- 5' SLOPE CHANGE MIN.~' 40' MIN. FOR STREET CONNECTION 20' DESIRABLE FOR COMMERCIAL ENTRANCE SECTION A -A GUIDELINES FOR GRADE CHANGE D ENTRANCE VOLUME DESIRABLE MAXIMUM HIGH (MORE THAN 1500 VPD) 0% 3% MEDIUM 500-1500 VP D <3% 6% LOW (LESS THAN 500 D) <6% 8% METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTION AND COMMERCIAL ENTRANCES VDOT 2001 STANDARDS NOT TO SCALI �I-12" x 18" STND. STND. U-CHANNEL POST PROP. GROUND RESERVED PARKING VAN ACCESSIBLE ro�xn f�oo-aoo row-�w�r zap ACCESSIBLE SIGN VAN ACCESSIBLE SIGN RESERVED PARKING rawtr f�oo-eoo row-�w�r za►� SIGN 2"R B- cn �� CLASS A3 H.E.S. ONCR SECTION C-C ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. ® WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE JOINT DEPTH FOR SIDEWALK AND CURB RAMPS WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7". WHEN STADARD CG-11 IS USED FOR ENTRANCES BUILT IN CONJUNCTION WITH VDOT PROJECTS, PLEASE NOTE THE FOLLOWING: � ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED D TO THE R/W LINE (EXCEPT ANY 5U'BGRADE �- STABILIZATION REQUIRED FOR MAINLINE PVMT. - D WHICH CAN BE OMITTED IN THE ENTRANCE.) ® RADIAL CURB OR COMBINATION CURIB AND ANY GUTTER SHALL NOT BE CONSTRUCTEDD BEYOND THE R/W LINE EXCEPT FOR _ REPLACEMENT PURPOSES. D WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOW LINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE. BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' 30" NOTE: HANDICAP SIGN DETAIL ALL CONSTRUCTION SHALL CONFORM TO ADA NOT TO SCALE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE GENERAL NOTES: V) ' >- Virginia Department of Transportation 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY � , m Staunton District OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE Rev. May 1, 2004 REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. VDOT General Notes 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, V1. All work on this project shall conform to the current editions of and latest revisions to VIRGINIA, WHERE APPLICABLE. the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and � Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT LLJ Z state, federal or local regulations. In case of a discrepancy or conflict between the 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, O Standards or Specifications and Regulations, the most stringent shall govern. PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational PAVING AND CONCRETE: I Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (NOSH) 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL Rules and Regulations. RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF � I � W CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A V3. When working within VDOT right-of-way, all traffic control, whether permanent or > W U SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. temporary, shall be in accordance with the current edition of VDOT's Work Area Protection ct � `'r Manual. Furthermore, all traffic control flaggers must be certified in accordance with 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE Section 104.04(c) of the VDOT Road and Bridge Specifications. AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS V4 The developer shall be responsible for relocating, at his expense, any and all utilities, OF VDOT. Ln including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private public utility companies. It is the sole responsibility of the developer to locate and identify 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE utility facilities or items that may be in conflict with the proposed construction activity. INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND VDOT approval of these plans does not indemnify the developer from this responsibility. SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY Ca V5. Design features relating to field construction, regulations, and control or safety of DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE - -�- - -- � traffic may be subject to change as deemed necessary by VDOT. Any additional expense REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY incurred as a result of any field revision shall be the responsibility of the developer. COMPANY. V6. Prior to initiation of work;, the contractor shall be responsible for acquiring all 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. necessary Ix ER UJ LJ ) VDOT land use perlmits for any work within VDOT right-of-way. Z 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS W V7. If required by the local VDOT Residency Office, a pre -construction conference shall be held by the developer the NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. Q (n arranged and engineer and/or with attendance of the contractor, � W O various County agencies, utility companies and VDOT prior to initiation of work. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY � F- Z V8. The contractor shall notify the local VDOT Residency Office when work is to begin or THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED � O Z cease for any undetermined length of time. VDOT requires and shall receive 48 hours THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A Z advance notice prior to any required or requested inspection. CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. F- O (f ) Z V9. The contractor shall be responsible for maintaining adequate access to the project 8. N0 SOILS REPORT WAS PREPARED FOR THIS PROJECT. Z, O �- from the adjacent public roadway via a construction entrance that is constructed and OI N 0maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, to by this 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF 5 'J V access other properties affected project shall be through The STONE PAVEMENT, WHERE APPLICABLE. maintained construction. Developer shall have, within the limits of the project, by 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO (/)I Q an employee certified the Virginia Department of Conservation and Recreation (VDCR) in Erosion Sediment Control inspect devices EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. (Y and who shall erosion and siltation control and measures on a continuous basis for proper installation and operation. Deficiencies shall be 0 Q Z promptly rectified. CONSTRUCTION NOTES: � Z O EROSION AND SEDIMENT CONTROL: V V10. Contractor shall ensure adequate drainage is achieved and maintained on the site 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY Z, 0 during and at the end of construction. LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT � J EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a � F- minimum thirty-six (36) inches cover and when possible shall be installed under roadway 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS O LLB drainage facilities at conflict points. PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND 0 Q THE VA ROUTE 645 (AIRPORT ROAD R-O-W). w (� > Z V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, � W caves, etc.) encountered during the course of construction shall be immediately brought to 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END design can be determined by the engineer and approved by VDOT. OF CONSTRUCTION. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY representative shall be present to insure the sample obtained is representative of the AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS location. When soil samples are submitted to private laboratories for testing, the samples REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END shall be clearly identified and labeled as belonging to a project to be accepted by VDOT OF WORK THAT DAY. .. � Z and that testing shall be performed in accordance with all applicable VDOT standards and procedures. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL W MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS layout to be given by VDOT after grading is mostly complete. AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL � � BUILDING CODE. � W 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE J W STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) (n z SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE Z � COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE 0 Z BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. IC) W PER PLANS 6. A PERMIT SHALL BE REQUIRED FOR ANY BUSINESS SIGNS AND/OR POLE LIGHTS IN THE PARKING AREA OF THIS SITE. tI,TH OF 7. BURNING SHALL NOT BE ALLOWED DUE TO THE SITE'S PROXIMITY TO THE WINCHESTER :: :: REGIONAL AIRPORTS FLIGHT PATTERN AND RUNWAY. 8. DURING CONSTRUCTION OF THIS PROJECT ALL CRANES SHALL HAVE AN AVIATION o OBSTRUCTION FLAG (4'x4', WHITE AND ORANGE 1'x1' CHECKARD PATTERN) AND/OR AVIATION U J N C. LEWIS 9 RED OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT MO. 21621 4" CRUSHED STONE UNLESS LIT. 1�15 (3000 PSI) 6" CONC 9. INTENDED HOURS AND DATES OF OPERATION SHALL BE COORDINATED WITH THE ��� 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) WINCHESTER REGIONAL AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY FOUR IONAL HOURS PRIOR TO START. _ CONCRETE SLAB DETAIL NOT TO SCALE SURVEY: C.I.: P-L, PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: N/A 08/25/04 SHEET: 6/9 STORM SEWER CULVERT PLAN Al-A2 i r PR. 72.00'-18"0 RCP CULVERT ® 2.08% AIRPORT ROAD N -- 77, I r i STORM SEWER PLAN B3-19111, B4-B1 PROPOSED 4�� ? \\ , B1 00, PR. 20.00'-18"0 RCP ® 0.50% PR. 6.00'-8"0 SCH 40 PVC ®O.00�o , PR. 80.00'-18"0 RCP ® 0.50% 762 150 50 0 50 150 50 ft Scale 1 " = 50 ft STORM SEWER CULVERT PROFILE Al -A2 SCALES: H 1 " =5 .O' (V) 1" 5.0, - --- -... -- ---. ---- _ - 730 PROPOSED GRADE 730 EXISTING GRADE 725 725 18" MIN WAT R MAIN. VERIFY O--LOCATION--- CLEARANCE PRIOR To CONSTRUCTION PROTECTI01 715 PR. 7 .00'-.18"0 RCP CULVERT O 2.08% 1 715 I- L,J. s a0 It O O + 0 in N N a Z e 00 Or- o O h - - -- - _. N + _ II z - 10+00 11 +00 a P�¢FE)sED- --BUILDING ` _ T i Q rr r _ _Qf DI -I 2 7" NOTES " " M M 1'-3.5• t. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. END -SECTION 12 -60 PIPE ALTERNATE SEND -SECTION ooNs 2 -150 PIPE B B FOR 1 DEPTH GREATER THAN. 10. USE STANDARD HUB END ON OULET END -SECTIONS LUGS TO BE SPIGOT END ON INLET END -SECTION SPIGOT END ON INLET END -SECTION L21/2"x21/2"x1/4" CAST WITH COLLOR 10'-4"LONG A A CAST GALV. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS X X X -� X N ^ I WELD ALL IRON STEEL AND SPECIFIED ON THE PLANS WILL BE MEASURED l CONNCETORS 56t ^ FROM THE INVERT OF THE OUTFACE PIPE TO THE CONCRETE TO BE I ~ ` T^ ^^" ^"' ' '- IA " OPTIONAL. T^ ^ LVUHw u•F:LuO, TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE 4000 PS MINIMUM � 4000 PS MINIMUM ONE WELDED LUGS BRACE RIBS --- - - ----IL � APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND JOINT 1/2"xl1/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY �? 1 /2"x4" STUD THE CONTRACTOR FROM FIELD CONDITIONS. PLAN _�� SHEAR CONNECTORS - 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS °F 01 PIPE DIAMETER LAN __ _ DIAMETER 5" 2'-7- 5- 9t/2",� t2'* TO BE SHAPED IN ACCORDANCE WITH STANDARD I - �._ _�__ - .i-_ OF PIPE 4'-2- N IS-1. THE COST OF FURNISHING AND PLACING ALL z C--- --- �� OF PIPE T._____ __.___.y .___ _ 3/8' MATERIALS INCIDENTAL TO THE SHAPING IS TO BE oR (GRATE Rn"AM) SECTION B-® INCLUDED IN THE BID PRICE FOR THE STRUCTURE. < - - LSTEEL FAQ - ----- <c 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE ---y --- -PAY LINE-- - `-- COLL R DETAIL OR IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, � I _ _ __ {_ _ __ _ � I { y� DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED - -PAY UNE-- 4'-2- CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR SECTION X-X END VIEW SECTION X-X END VIEW I I 2 -7" I I OFNDING OF FURNISHING RTER AND IPLAC PLACING STRUCTURE. MATERIALS COST 3"0 WEEP HOLE INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED �3� �l� EaC]i EiCJi s!C]� EiGii ��mdl���Eiffii�iC3iE1�lll• ©l- mciil9ff�� Elmer �i �G'ii 91®i3iID�r.Ad0i®liiFi2/QiE i I �i�iE75i��1� �eil>• �r�4410 �M10wkii%3�% still• a -a COLLOR4" DEPTH AGGR. #68, IN THE BID PRICE FOR THE STRUCTURE. N n o N 42��K 78 OR 8x6" WIDTH _ z = 1 Z, rm 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" s s s s 2'_6• OR GREATER. FOR DETAILS SEE STANDARD ST-1. iV Sn o n �►. 12",15",18",OR 24"3" -,K D N i i i i e I NNNn 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. s C a ' ► � _ 7. #4x8" SMOOTH DOWELS AT APPROXIMATELY 12" 'k-- 4 ro C-C TO BE PLACED IN ALL AREAS ADJACENT TO SECTION A -A r14 H ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2" 4" NOTCH MAY BE PROVIDED X STORM SEWER PROFILE OUTLET-B3 SCALES (H) (V) 1" =50.0' 1 5.0' --------._. -- -- --� B3 - - - 735 - -- - ----_ - ___ ---- ---- - 735 M5 18" MIN. CLEARANCECLEARANCE _. 18" MIN. PROVIDE CONC. AT CROSSING. 725 ED =XING GRADE GRADE _ 720 - 720 ., ' �.rn. PR. - SEW. „0 SRN. - _". .<, -- "-_: k f yy�•' ->- _ L_ , ------ T. jj2"4� WL - -- - _ R. 1 R. 1 1 2"0 WL 1 715 PRO TEC PR. 195. 0'-18"0 RCP 0 1.43% 715 ION PR. 80.0 '-18"0 RCP O 0.63% -.----_-J__----- PR SCF 40 PVC O 0.0 7 co -- n ~ O_..� 00 o C14 _ O - - - -.--- -- I 3 ----- _ w - ------ O ---..._-_ z O toy- --6d ---- n Z Ohh00 -- N0 - j 3 U.1 IN�rn mminr �fr ! 0 o II ZZ -- - --- - -- - O o - -- - -.. - - -o + + Z Z z ---- + - ._- a-- - ao 00 _-- --- + _ 10+00 11 +00 12+00 13+00 FINAL BACKFILL CAREFULLY COM SELECT BACKFIL CRUSHED AGGRI CRUSHED AGGR TYPICAL PIPE BEDDING DETAIL NOT TO SCALE O.D. STORM SEWER PROFILE 81-B4 _ SCALES: H 1" =50.0' (V) 1" = 5.0' (PROPOSE GRA E 725 _ EXISTING GRA 725 IN. -SEPARATION -- -�- _ _18" PRIVA SAN. FORCE VAIN 715 7115 PR. 20.00'-18_"0 RC O 0.5_0_% _ PR. 80.00'-18"0 R O 0.63% C:)00 N n n II O rn O ^ ^ 00 DO m0 h O O O I w O o h -+- 10+00 11 +CO A EW-1,1A b RAPE TO BE BEVELED m MORTAR FLOW D - -- - B 0 NOT BEVEL INVERT a L C MOM 1 Y BE REDUCED UNTIL 'X" REACHES A MINIMUM OF 4" WHERE ENDWALL S. BEVEL E IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER LINE IN NO CASE SHALL TOP OF ENDWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE EDGE OR BEVEL EDGE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET B. ON SHALLOW FILLS WHERE ENDWALLS ARE V OR LESS BELOW SHOULDER 101.02. UNE THE TOP OF THE ENDWALL SHALL BE CONSTUCTED PARALLEL TO THE THI 4. S STA TO USED WITH STRAIGHT CROSSINGS AND ALL SKEWS GRADE OF THE ROAD. 0' 45' • BE 9. 3/4- CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALS OCCAR. EW-1 I JEW-lAl UVIIIIIIIIIIIIIiI FM CRC" PIPE DIAMETER OF PIPE CULVERT 12 15" 1 B" 21' OR 24" 27' ale 30' 33' ON 3N- A B W-11" V-1" V-3" V-6' V-9" 2'-0' C V-4" V-7" V-9" 2'-2" 2'-6- 2'-9" D V-0" V-3" V-6" 2'-0' 2'-6. 3'-0, F 0-6" 0'-8" 0'-B" 0-9" 0-9" 0'-9" L 4'-0" 5'-0' 6'-0" W-O" 10'-0' 12'-0" a 0'-bra 0'-tv: 0'-2" O'-2.,n" 0'-3,n" 0'-3,W" b 0 - - 0' 2" - , 0' 2 - 0' 3" CUBIC YARDS OF CONCRETE 0.241 10.492 10.697 1 1.319 1 2.067 2.947 C.M. PIPE 10.257 10.521 10.739 1 1.398 1 2.198 1 3.145 Elro M L MR M PMAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) 23' X 14" 30' X 19" 34' X 22- 3N" X 24' 42" X 27' 4r X 22- 4N' X 32- 53' X 34' B V-2" V-5" V-6" 1'-8. 1'-9' V-10" V-11" V-11" C V-8" V-11" V-1" 2'-4- 2'-5" 2'-7" 2'-B" 2--9" D V-2" V-7" 1'-10. 2'-0" 2'-3" 2'-5' 2'-8" 2'-10" F 0'-8" 0'-8" 0'-9" 0'-9. 0'-9. 0'-9. 0'-9. 0'-9. H ?'-1O" 3'-3" 3'-7" 3'-9" 4'-0" 4'-2" 4'-5" 4'-7" L 5'-5" 7'-2" 8'-6" 9'-2" 10'-2" 10'-11" 12'-l" 12'-11" S V-11" 2'-6" 2'-10" 3'-2" 3'-6" 3'-9" 4'-l' 4'-5" a O'-2,n" 0'-3,/4" O'-31n" 0'-4' 0'-41n" 0'-4jv4" 0'-5' 0'-51n" b - , 0' 3" - , - O' 3 n _ 0' 3+w 0 - _�. 0 4n CUBIC YARDS OF CONCRETE COMIC. PIPE 1 0.502 1 0.855 1 1.236 1 1.500 1 1.811 1 2.101 1 2.512 2.801 GENE STANDARD ENDWALL FOR PIPE CULVERTS 105 12"-36" CIRCULAR AND 23"x14"-53"x34" ELLIPTICAL PIPES 302 NOT To S ALE VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 ■ APE n rnNnm OF PIPE OF PIPES ARE NOTES - SHAPING OR NN610L.E AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECFIES ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OF DRIP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING THE DNERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS CI, EXCEPT THAT 25% OF COARSE UB'lION A -A METHOD OF TREATMENT IN DROP INLETS SORE nNAIN TO INVERT BF OUTLET PIPE AGGREGATE MAY BE UP TO 4 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN ��T) CONCRETE BLOCK. THE SURFACE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. - ' � DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR - \\�A� EXAMPLE PURPOSE ONLY. EACH MANHOLE O DROP INLET IS TO BE SHAPETO BEST FIT THE PULAR INLET ANND OUTLET CONL IGURATN AMID FLOW LIN( ES FDI.FLM `"• METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE do INLET INVERTS VIRGINIA DEPARTMENT OF TRA1SPOtTATMN 3S2 E- Li J F- w w w J V O� Q w ~ Z V)g I Q- 0 (f)I(nI)- U U Q ILK Z w V/ 0 Uj Z > wdQ UOcc _ w z (,n^ w VI Z Ln OU ( / ^0 0 m Q w� � - w w Z Q a ow p W N M = L- Q (n ■ ■ J � ■� v N 0) (0 Tq U Q) N N 6 In Cn N (.0 3 N L i (O 'C- CO LD p C:)c W3 J ,:��� ---�,® a 1 j L c a) U o E o (n L W C � (fl L U _ U C7 C E Z � w I� Is. t,TH OF DI�� JO C. LEWIS a No. 21621 .off wA: 014 �s``' Gti IONAL SURVEY: C. I': PL-PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=50.0' 08/25/04 SHEET: 7/9 WATER MAIN PLAN 50 0 50 150 Sccle 1 50 ft WATER MAIN PROFILE GRADE —EXISTING 725 __ ;00000 01 PROPOSED GRADE - ----- ___________725 720 COVER WATER MAIN 7151 AAIN -EX. 8" WATER 710 UJ Ad 0 of r ::� 10 F - FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. The Authority's Water and Sewer Standards and Specifications are ovoi|oh|n at 2. The water and sanitary sewer protion of these plans are vo|kj for two yoom from date of FCSA approval. J. VVotor and sewer lines are to be constructed in accordance with these plans and oho|| meet all Authority requirements. 4. The contractor oho|| coordinate with, and arrange for inspection by. the Authority. 5. When an existing water main is tapped for the installation of o new line: o The Authority nhn|| frunioh all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the top location. O. The contractor aho|| tie-in o new sewer services on new lines are to be coordinated with the Authority's Inspector. 7. Exact location of water and sewer services on new lines are to be coordinated with the Authority's Inspector. O. The Authority's maintenance department oho|| furnish and install all water meters through 2^ in size. It in the developer's/contractor's responsibility to have the meter box oanomb|y installed correctly. Before o permanent meter in installed: o) The meter box, with its frame and oovor, mnot be properly aligned with the ooppormetter. b The frame and cover oho|| be net to final grade. o) The distance between the top of the cover and the onpperoettnr oho|| to be between 18 and 21 inches. d) All components of the meter box assembly nho|| be in proper working order. 0. For water and sewer services that connect to existing lines: o\ The location of the aomioe lateral is to be coordinated with the Authority's Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. o The Authority furnish and install all 5/8^. 3/4^ and 1~ water services. d) For all 1 "and 2^ water oemiuon. the Authority oho|| make the top and bring thepiping to the property line. The contractor oho|| furnish and install the meter vault assembly. The Authority will install the meter. o) The Authority will install all sewer |otnro|a. C'ILJI*.- 01 &°'- -'' tunnel liner NOTE 1'Separation ofcarrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers 2'spacers shall bmplaced on spigot end within 6 inches of connection tmbell; then 2 spacers evenly placed on length of pipe SECTION SIZES REQUIRED WATER SERVICE LATERALS CARRIER PIPECASUNG PIPE WALL a) Casing pipe shall be SCH 40 PVC or SDR21 D|A'(") DUA'(') THICKNESS b) 3^dUammetmr pipe for Vservice lines 4orless ----12----' ��� c) 6" diameter pipe for 2" service lines 6 _______16______'250 �___________1�__________��S d) no spacers orsand �Vl0mbe installed Revised 10____-_____20________'375 Oct 03 12-------24-----'250 HIGHWAY CROSSING 14----------24--------'375 Figure 15--------'24-------'375 16---------30-------'500 18--------30--------'500 20 36_____-_'500 21----------36--------'500 24________36______-'500 (for larger pipe use tunnel liner ) �dia.schedule 40 steel pipe0ledwith and painted yellow concrete encasement 3 BOLLARD DETAIL direction of setting 8oboapproved prior toinstallation concrete pad 1-6"sq. x6"deep �. ' ' screw type adjustable / | valve box ' K/ locator marker FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint -mwkm|teewhh 6^bronch concrete pad atproperty line (see note 2) skid pad roadway box -- 2^CTSpolyethylene tubing (PET) 2,00poi p/SSinserts atall \ connections Lsaddle with corporation stop / water main / ball valve curb stop with PJ J (CTS) both ends [B44'777 w/S8inoedo]; with 2^gate valve operating nut -T8' CUTOUT DETAIL VBHH7715BHC'11-77 2"custom setter (meter byFCSA) cast inplace access standard flat top door, centered in fo,4'diometer top (see note 1) t manhole Zmax finished grade y E 3' riser section for 4- S; diameter manhole LAJ wit cutouts CE solid support blocks 6" stone bedding under custom setter and MIFF plastic plug NOTES: 1.Access door shall bnbyHalliday Products oxour approved equal: a>innon-traffic area model no. S1R3O3O b)intraffic area model no. H1R2424 2.Water service crossing street: ~ o)Encased in8^diameter SCH40PVC orGDR21 pipe. | The piping shall run from one foot beyond sidewalk, | across street, toone foot beyond sidewalk. b)Install 12gauge insulated copper wire (for line tracing) from corp. stop tninto the meter box [ wrap wire around corp. stop; wire tobetaped totop ofPET o11Ufoot intervals; come up into meter box and terminate level with angle ball valve ]. Revised 1 1/2"and 2" METER INSTALLATION Oct 03 Figure . stone screw type adjustable valve box 48" min. location marker stone valve megalugged to main megalugs aalua thrust block 18" to 24" 8"x 8"x 16" solid block Note: this detai I is also Revised GATE VALVE (for valves 12" and larger) used for butterfly valves Oct 03 Figure 8 general backfill note) general 24" select concrete backfill backfill O.D.(see note) (see note) 11 ~ O.D. ` 1/2O.D. \ -_6" ^_6" �-stone \--stone STANDARD CONCRETE ARCH genendbaokfiU genera|bookfiU ( o�) (see note) 24" select bookfiU beokfiU (see note) (see note) mono 0^ 6" le O. D. 1/2O.D. 11 \ L6" \ concrete 6 \ \ CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: Tobocompacted Vo85%ofAST/ND098maximum density. TRENCH & BEDDING Figure 7u� 7(cnl)�C_13 C) 0 _d TC14 -T� lb Z LLJ LLI Cn LO En N Ln Ld 0. ELL LEWIS No. 21621 ONAL DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: SHEET: 8/ SANITARY SEWER PROFILE PR. 2"• SCH 40 PVC FORCE MAIN I �• J �Y � tII --- J I I D0 - I 00 N i PROPOSED BUILDING r o$ `' 1 PROPOSED - -- BUILDING 1 1 o 7- , �I 1 2 PR. 115.10'-8" 0 'SDRt35 SAN. SEW. ® 0.94% i , \ PR. 154.00'-8"0 SDR-3 SAN. SEW. ® 0.54% 1 (BY OTHERS) _ 50 0 50 Scale 1 " = 50 ft GRAVITY SANITARY SEWER PROFILE SCALES: (H) 1" =50.0' (V) 1 " 5.0' 735 735 730 730 725 PROPOSED EXISTING PR.18"0 725 GRADE GRADE ---- - ------ -. -- --- -------PR VIDE CONC. � - -- AT CROSSING 720 715 --- PR. 1 SAN. 720 715 5.10'-8"0 SDR--3-5-- SEW. ® 0.94% 1 PR. 120.20'-4 0 SDR-21 PVC SAN S AY LA UT AN _ TO PR. - 710 - - - --. -- R. 154.00'-8" (BY_OTHfaRS SDR-35 710 cn W M .. Z _� o--->->..>,..--- C)r . o + J ft Ld ^ IN W - - ---- - --- - N r7 } N N co N - i = O N - NP- ------ o u n - - II zzz __ -- -_'_ F- 00 00 00 --- - r - + -> II zz .. -- F- 4 a0 ----- ----- ------ 10+00 11 +00 SANITARY SEWER PROFILE � PR. 120.00'-2"' SCH 40 j PVC SAN. FORCE MAIN I� �R. 10.00'-4"0 SCH. k t 40PVC SAN. SEW. LAT. ® 2.08% kOPOSED / BUILDING ` 3 i \ PR. 116.75'-8"0 SDR-35 SAN. SE-. 00.50% I � I � PR. 154.00'-8"0 SDR-3 SAN. SEW. ® 0.54% (BY OTHERS) I 50 0 50 Scale 1 " = 50 ft GRAVITY SANITARY SEWER PROFILE SCALES: () 1" =50.0' 735 --- 735 730 730 725 725 PROPOSED GRADE -- EXISTING GRADE -- 720 720 PR. 116.75 8"0 SDR 35 AN. PR. 120.00 -2*'* DR-21 715 - SAN. FORGE -MAIN 715 R. 154.00'-8" SDR 35 _ ------ -- 710 710 710 to z 3 owa --- m --..,•�-0- N10>_ to --- _Mpq .- Z wp Z ((� Of N N at) F, to d •- I N � pf 0 0 {� o + ff -gyp II zzz -06to F- 00 00 co + II z z z --- F- N 4 00 + 10+00 11 +00 SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gasketed bell 45° bend bell adapter (see note) 2' 3' minimum i SDR 21 gasketed SDR 35 8'k4" pipe and fittings " gasketed bell SCH 40 wye (see note) solvent weld cap r' property line location marker stone - 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15deep GRAVITY SEWER SERVICE LATERAL Figure 14 36" min. cover square skid pad 5'thick- 3i x 2" butyl ® joint sealant treated 2"x 4" with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 0.375" x 6" 0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE FORCE MAIN SANITARY SEWER PROFILE SCALES: - 3 (H) 1" =50.0' (V) 1" = 5.0' 735 1735 730 -- ---.--� 730 725 725 PROPOSED GRADE EXISTING GRADE 720 _ 18" 720 PR. ROOF 11 DRAIN R. - - STM SEW. 715 715 18" MIN. SEP. PR. 120.00'- PVC SAN. FORC S R- 1 MAIN 710 PR. 116.75'-8" SDR-35 _ 710 _- SAN. SEW. O C.50% - - z - � J Q W - W - U NN1� n fn II > --- ,� n u Z o +N o II zzz +HN 00 10+00 11 +00 Revised Aug. 2004 BACK OF CURB- 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (2 TOTAL PIPES) PNTD. PER OWNER SPEC. j PLACE 4"x4" POST -- FLUSH BEHIND BACK OF CURB. FENCE ENCLOSURE (SEE---- - DETAIL THIS SHEET.) top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" min. above grade in easement areas) 3/4" concrete anchor bolts (4 each) adjustment rings (11" max.) concrete ASTMC-150 4000 psi coating 112..waterproof or 16" (typ.) CS-55 by Conseal 1" nominal size RV 30 butyl joint sealant applied • between joints and on exterior side of joints joints are to be sealed ° with "0" ring gasket a variable 4'-0" I.D. - pipe to manhole 5 connection to be a by flexible sleeve invert channel to provide 3'-0" min. a smooth transition in to 4' 0 max. out, for all connections 2'-0" max. --- estop of bench -wall precast invert or grout same elev. as bottom to form channel D/2 top P of pipe 8° -6.66' 4.58'- 6" bedding stone NOTES : 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Revised Figure 11 Aug. 2004 6.66' -4.58' i milt] -12.00 - CONC. SLAB ---1 1_- 0.66' 5.69 I DUMPSTERS BY OTHERS 6" CONC. SLAB 40 W/ 6"X6"X10/10 WELDED WIRE MESH (TYP.) CANE BOLTS ., (2) 6'-6" GATES -------- ATTACHED TO MATCH FENCE TO FENCE o SEE FENCE DETAIL THIS SHEET CONC. APRON BORE HOLES IN - - CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS (TYP. PR. ASPHALT FOR BOTH GATES.) TRASH ENCLOSURE NOT TO SCALE 0 C 0 0 C 4'R PARKING AREA I I1 1 L I- _ 2x4 TOP RAIL I I I I I 1 x6 BOARD, FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) = 6' -- -. 2x4 MID RAIL I I1 ► i '� II I 8'-4x4 POST @ 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POST 6„ PROP. GRADE W/3-10d(EA. RAIL) I I 12" DIA. POST HOLE, FILL W/CONC. j• NOTES: .`` "�'•� ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. • ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE a I• CL LA Z ON cn O (W U Z M 00 F-- rnko O � N •- Z Z (n J J_ Q w_QL v , I Ll... cr- >_ 0- LLJ J QD�V) Q ZQN U (I Z ir W W CO:5 w Z I- 0 U H J U Q w Z W Q J U O Q w (n W �7_z Wes17- ( = ZOU0 to a- Q IX mQ�U W Ix Q w CL Q 7) _ UL D Q (n a- ■ U ■ J ■ a N E .� O 1")0 N ■t n N 3 N NN rD (0 (D O 0 0 W (,n o' L CL 0 0 E o U) s W�a ~ w E Z � w s, Q M 0 z� I- w _Jw EllZCD Z z ow OF o�4�Pt,TH o � C. LEWIS No. 21621 Off, Gti �SSIONAL GENERAL NOTES 1. The property delineated on this plan is located along Airport Road (Route 645) in the County of Frederick, Virginia. The site is currently vacant. The owner of the property proposes to construct two, two—story office buildings on the 2.02 acre site. The primary site entrance will be located off of Airport Road and align with the existing Muskoka Court intersection.. 2. Property Developer : Contact: Mr. Larry Grant Airport Business Center, LLC 8020 Towers Crescent Drive Suite 200 Vienna, Virginia 22182 Telephone: (703) 777-7774 3. Engineer/Landscape Architect: Contact: Mr. John Lewis PAINTER—LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Topographic information shown on these plans was provided by Painter —Lewis, P.L.C. 5. Site Data: Parcel Area: 2.02 Acres, (88,064.77 square feet) P.I.N: 64—A-45M Zoning: B-2 Magisterial District: Shawnee Existing Use: Vacant Proposed Use: Office Space Front Yard Setback (R.O.W.): Required— 35' Provided— 87.02' Rear Yard Setback: Required— 0' Provided— 50.00' Side Yard Setback: Required— 0' Provided— 27.88' Maximum Building Height: Allowed— 35' Proposed— 30' F.A.R. Allowed— 1.0 Provided— 0.274 Building 1 Floor Area= 8,480 sf Building 2 Floor Area= 15,680 sf Total Building Floor Area= 24,160 sf Greenspace: Required— 15% (0.303 acres) Provided— 33.38% (0.67 acres) Impervious Area: Allowed— 85% Proposed— 66.41% (1.35 acres) Total Building Footprint Area= 12,080.00 sf Total Asphalt Pvmt. Area= 43,601.43 sf Total Concrete Pvmt. Area= 2,988.49. sf TOTAL= 58,669.92 sf 6. Parking Space Requirements: Property Line Setback: Required— 5' Provided— 5'+ Required— 10'(R.O.W.) Provided— 19.00'+ Parking Spaces: Required— (1) space per 250sf of Office Space 24,160/250= 96.64 spaces Provided— 102 spaces including (5) Handicap spaces Loading Space: Required— (1) space for 30,000sf-100,000sf of floor area None Required (23,960 sf proposed) Provided— None 7. Handicap Accessibility. HC parking spaces shall have a maximum slope of 1:50. HC ramps off site shall be constructed per VDOT standards. 8. Landscaping, Buffers, and Screening: See Sheet 5 9. Lighting: Parking Areas shall have pole mounted area lights as indicated on the site layout plan. All proposed Rights shall be oriented to preclude any off —site illumination. In addition due to the site's proximity to the Winchester Regional Airport, all lights shall be hooded and be amber in color (ie: high pressure sodium light fixtures). 10. Trash Receptacles: (1) Dumpster with wooden screening fence 11. Signs: All signs proposed for this development shall conform to section 165-30 of the Frederick County Zoning Ordinance. 12. Storm Water Management is provided by a storm water detention facility along the northern boundary line of the property. Please refer to the Storm Water Management Report provided by Painter —Lewis, P.L.C. 13. Environmental Features: Wetlands— No wetlands have been identified on this site. Flood plain— According to the Flood Insurance Rate Map for Community Panel Number: 510063-0115B no floodplains exist on or near this site. Sink Holes— No sink holes have been identified on this site. Steep Slopes— No steep slopes have been identified on this site. Woodlands— No woodlands have been identified on this site. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE—GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (24,160 SF) T = 266 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (24,160 SF) T = 37 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (24,160 SF) T = 36 TRIPS, 17% ENTERING, 83% EXITING 2001 TRAFFIC COUNT FOR ROUTE 645 = 2200 VPD BETWEEN RT 522 AND RT 728 LEFT TURN LANE WARRANT: PHV=ADTxKxD ADT = 2200 K = % IN PEAK HOUR; SAY 25% D = % IN PEAK DIRECTION; SAY 75% PHV = 412 VPH LEFT TURNS INTO SITE AT AM PEAK HOUR = 37 x 75% = 28 L = % LEFT TURNS = 28/412 = 7% FIGURE C-1-1.12 VDOT ROAD DESIGN MANUAL OPPOSING TRAFFIC = 138 ADVANCING TRAFFIC = 412 NO LEFT TURN LANE REQUIRED EllmoRT BU 11iqvi E M TER LLB NilRP�RT ' •AD M H -LA EE AGI TE' IAL DI RI T FRE � E' I O T VIR I IA `Y ® O� 64-A-45K �® INVIC LLC ZONED: MI qd EX. USE: COMMERCIAL INST.#: 000-02-6623 �O �� 64-A-45I .,ROVE -MC COMA,3 LL ; ZONED: M1 EX. USE: COMMERCIAL INST.#: 000-03-29451 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. 64—A-45M LAWRENCE N. & MARY BETH GRANT ZONED: B2 AREA: 2.02 ACRES EX. USE: VACANT PR. USE: OFFICE INST. #: 000-03-29142 a -1. MA 64-A-45D ADAMS FAMILY LTD. PARTNERSHIP ZONED: B2 EX. USE: VACANT DB: 826, PG: 479 ®® 64-A-45L SUITE 'DREAM LLC ZONED: B2 EX. USE: VACANT INST.#: 000-03-17528 PROJECT OVERVIEW lit = 50.0' 0 0 BUILDING 2 64-A-55 IRENE P. STROOP ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE DB: 546, PG: 428 64-A-54 KATHRYN LEE PARKER ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE DB: 951, PG: 665 64-A-53 N/F CARL NESSELROD ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE I I 64-A-52 EVELYN VIRGINIA VANMETER ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE I 84-A-51 "f L. & HARRY A. BYRAM ZONED: RA SINGLE FAMILY RESIDENCE DB: 362, PG: 360 . 19 e ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.J. FLOOD LIGHT Ga. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10 LENGTH (TYP). LIST OF DRAWINGS: SHEET 1 /9: COVER SHEET SHEET 2/9: EROSION AND SEDIMENTATION CONTROL PLAN SHEET 3/9: SITE LAYOUT PLAN SHEET 4/9: SITE GRADING PLAN SHEET 5/9: SITE LANDSCAPE AND FIRE LANE PLAN SHEET 6/9: MISCELLANEOUS CONSTRUCTION DETAILS VDOT CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES SHEET 7/9: ON —SITE STORM SEWER PLAN AND PROFILES SHEET 8/9: WATER MAIN A AND B PLAN AND PROFILES SHEET 9/9: ON —SITE SANITARY SEWER MAIN PLAN AND PROFILES SANITARY SEWER DETAILS TRASH ENCLOSURE DETAILS ZONING ADMINISTRATOR DATE 49 APPROVED ��. FREDERICK COUNTY, VIRGINIA p SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL SITE PLAN VALID FOR TWO 2 YEARS FROM DATE OF FCSA APPROVAL iQ1 AO G'11 n LIP) �SS AIRPORT ROAD SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTERmLEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: off ice@painterlewis.com JOB NO.: 0310028 SHEET: August 25, 2004 1 /9 Latest Revision Date: September 11, 2006 TEMPORARY SEDIMENT TRAP 1 VARIABLE I* ORIGINAL I VARRIABLE GROUND ELEV. -- VARIABLE 67 CU. YD./ACRE 67 CU. YD./ACRE 4' FILTER ORIGINAL MAX. CLOTH GROUND (EXCAVATED) ELEV. COARSE AGGREGATE CLASS I RIPRAP *SEE PLATE 3.13-1 CROSS SECTION OF OUTLET LENGTH (IN FEET)= 6 x DRAINAGE AREA (IN AC.) CLASS I RIPRAP \DIVERSION DIKE COARSE AGGREGATE EXCAVATED FILTER CLOTH AREA **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SEDIMENT TRAP CALCULATIONS SILT FENCE CULVERT INLET PROTECTION - - - - - - o -1- - - -�- 0 - - L - - J 0 0 TOE OF FILL 0 0 SILT FENCE o 0 0 0 * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" 6 FLOW 2.5' * * VDOT #3, #357 OR #5 COARSE AGGREGATE CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED TRAP ID TOTAL TOTAL WET WET WET DRY DRY DRY TOP OF WIDTH DRAINAGE STORAGE STORAGE DEPTH STORAGE AREA STORAGE VOLUME STORAGE DEPTH STORAGE AREA STORAGE VOLUME EMBANKMENT OF AREA VOLUME REQ'D. (D1) (Al) (V1) (D2) (A2) (V2) WIDTH OUTLET TRAP #1 2.5 acres 335 c.y. (9,045 c.f.) 2 5' 1,800 s.f. 4522.5 c.f. 3' 1,685 s.f. 4522.5 c.f. 5' 15' TRAP #2 0.6 acres 80 c.y. (2,171 c.f.) 2' 550 s.f. 1,085 c.f. 2' 550 s.f. 1,085 c.f. 3' 6' EXTRA STRENGTH FILTER FABRIC pltpgr NEEDED WITH WIRE SUPPORT STEEL OR iiiii, 1./I1I1I��Il, 20 ,.�III • POSTllllllMON.IIIIlli'�oil 1 1'. 11111i A ,0'/''/ /Ij/li!;'005 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 7• OR GREATER FILTER FABRIC SECTION A - A LIU"NOTE: / SPILLWAY USE NDBAGS, STRAW BALES / FLOR SEDIMENT BARRIER OR HER APPROVED METHODS r� (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN ---- \ AS EQUIRED. 10 FT MAX. SPACING WITH SUPPLY WATER TO WASH WIRE SUPPORT FENCE WHEELS IF NECESSARY. PONDING HT. PONDING HT. VOODPO WIRE & FILTER FABRIC Q _�� _ VOOD POST /ATTACH SECURELY � � FLOW FLOW 56" HIGH MAX sue/ TO UPSTREAM SIDE OF POST. 0 RUNOFF RUNOFF W 9" MAX. (RECOMMENDED) A A 2"-3" COURSE Z STORAGE HT. •.. WASHRACK AGGREGATE • � MIN. 6" THICK 12" MIN. j 0 I 12" MIN. O • 4"x6" TRENCH VD_ WITH COMPACTED GRAVEL O I BACKFILL z DIVERSION RIDGE f- U7 STANDARD DETAIL ALTERNATE DETAIL LLli 70' MIN. TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL PLAN NOTES: NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. THE ENTRANCE SHALL BE MAINTAINED IN A 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE CONDITION THAT WILL PREVENT TRACKING OR STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. OF -WAY. THIS MAY REQUIRE TOP DRESSING, 2. REMOVED SEDIMENT SHALL BE DEPOSITED REPAIR AND/OR CLEANOUT OF ANY MEASURES TO AN AREA THAT WILL NOT CONTRIBUTE 6. ATTACH WIRE FILTER FABRIC TO THE WIRE USED TO TRAP SEDIMENT. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY FENCING AND EXTEND IT INTO THE TRENCH. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL CONTOURS TO MAXIMIZE PONDING EFFICIENCY. NE TON AN AREA AT DRAINS INTOI ANEAPPROV DD WITH R SEDIMENTUSHED TRAPCONSTRUCTION SILT FENCE DETAIL WITH WIRE SUPPORT OR SEDIMENT BASIN. 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT NOT TO SCALE ADDAPTFn FROM 1992 VA FRrS f't)NTRnI HANr1R(1nK � n� z COMPACTED SOIL FLOW I 1-:d I 1::�fl I (I I I I I I-IIII -I I III -III I I ( r'',L .. II. \.III: 4.5' MIN. TEMPORARY DIVERSION DIKE EXISTING ROADWAY IYil ENDWALL, FIELD MITRE, OR END SECTION FLOW SLOPE=0.00% D t IIII\III - - - -- -1 STONE J N �\ 30 0 30 90 � � m � Cc) \� Scale 1 " = 30 ft \ I �, o I �0 pI� W \ I OP �' '_ 00 � (I U _--- ---- � (n I Z s O ((i) � z Lu 2 MU ! Q O �V o 1P- \ n Io •- O \O g` T PS Ank / M ' �• /\ Y' IORAL l �1�0.N0 af. F.rju Q r o F- • WNKWASM! �- z W wR y on la. E W Z 4 a Y' 0 Q_ LL1 J Z H- RR z \ \ PS 70 MU 0 _ / ! V) PS TO MU O / J W F_ v v \ U RR -� U724 Q Ps To M Ps rd u (K Z LLJ V) 5 Z r0 > Q I- / -- - -- _ -- --. U) W Z A PROJECT DESCRIPTION cQ U Preparation for the construction of the proposed project will include the rough grading of approximately two acres of land. Permanent Stabilization �_ ` Y Grading operations will generate fill and cut material which will be utilized on -site. (The property DEVELOPER must apply The contractor shall stabilize all denuded land within 7 days after the end of construction. � WOOD STAKES OR for VPDES for construction activity through the Deptartment of Environmental Quality as required). m Q W U Permanent stabilization shall be applied to areas that are to be left dormant for more than METAL REBAR. �STRAW BALES Existing Site Conditions one year. During construction of the project, soil stockpiles shall be stabilized or protected W � p g slopes down from the southern most comer to the northern with sediment trapping measures. The contractor is responsible for the temporary protection W TIGHTLY STACKED OR The site is an open field which is now vacant. The round o OFFSET CORNERS most comer of the site. and permanent stabilization of all soil stockpiles on site as well as soil intentionally ? o AS SHOWN. transported from the project site. The contractor shall establish vegetation on all areas not ~ 0 3UJ a Adjacent Areas otherwise stabilized according the following specification: w I- Q Ix HIM�� The site is bordered to the South by the Airport Road rights -of -way. The northern property line is adjacent to existing 71 _ LL_ single family homes. The property to the East is currently vacant. The property to the West is vacant but a hotel Seedbed Preparation: p Hillj development is proposed to be constucted. a. Scarify top 1" to 2" of soil after final grades have been achieved. � Q m DRAIN ° 1 b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). GRATE 1 Off -site Areas SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) GRAVEL During clearing and grubbing, the site contractor may transport any residue off -site as required. During earthwork Tall fescue 60 Ib.ac 97 85 BACKFILL operations, the contractor may import materials as required to achieve final grades and specifications. Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 6 Erosion and Sediment Control Measures ■ Nurse Grass -(season dependent) J LESS THAN 3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at the location of the proposed site Sept 1 - Feb 15: ■ 5% SLOPE A entrance. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public Annual Ryegross 12 Ib/ac 98 85 rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone Winter Rye 12 Ib/ac 98 85 +, r7 Eo as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, p pi PLAN May 1 - Aug 31: n a� y washed, or tracked from vehicles onto roadways or into storm drains must be removed immediate) The use of water N (D trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. oGerman Millet 12 Ib/ac 98 85 C V) N 3 3.05 Silt fence will be installed downstream from the construction area and maintained until permanent seeding has been Feb 16 - Apr 30: (0 (DD PONDING HEIGHT STRAW p y g prolonged y q Annual ryegrass 12 Ib/ac 98 85 0 ,o O established. Silt fences shall be inspected after each rainfall and at least Bail Burin rolon ed rainfall. An required GRAVEL repairs shall be made immediate) Damaged, decomposed Mulch: 1 .5 ton ac small rain straw 3 c ^ .. c BALES P y g posed or otherwise ineffective silt fence shall be replaced. Sediment / 9 o (D O O BACKFILL deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half Fertilizer: 1000 Ib/ac 10-10-10 W _ ' L_ ',I- n the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be J Cn > � dressed to conform with the existing grade and stabilized. SEQUENCE OF CONSTRUCTION a� 1. Establish the construction entrance. 2. Install diversion berms and silt fence along downstream perimeter of work areas. o ,� c = 3.07 A block and gravel drop inlet sediment filter will be installed around the proposed storm water drop inlet immediately 0 to O p after installation. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be Construct temporary sediment traps. a .E 3. Clear and grub the work area. W co o v removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design p c depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. 4. Strip, stockpile and stabilize topsoil. o E DROP 5. Perform rough grading of the construction area. w INLET EMBED STRAW Structures shall be reimoved and the area stabilized when the remaining drainage area has been properly stabilized. 6. Install utilities. BALE 4" MIN. 7. Install storm sewer inlet protection. INTO SOIL. 3.08 Rock check dams shall be installed as inlet protection for the proposed culvert at the entrance to the site and the storm sewer system running through the site to the proposed SWM pond. The dams shall be installed at the upstream 9• Perform final grading site. Apply seeding and mulch. ends immediately after installation. The dams shall be constructed of Course Aggregate No. 1 and Class I rip rap. 10. Remove temporary controls after work areas have been stabilized. Sediment shall be removed from behind the check dams when it has accumulated to one half the original height of the a dam. Each dam shall be checked for sediment accumulation and functionality after each storm event and repairs made SECTIONA - A as required. Any sediment deposits remaining in place after the dams are no longer needed shall be dressed to conform EROSION & SEDIMENT CONTROL KEY NOTES: with the existing grade and stabilized. 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE 3.09 Diversion berms will be installed along the downstream perimeter of the proposed parking area for building 1 as a AREAS. (LESS THAN 5%) first measure of construction. The berms will dressed with topsoil and remain in place as finished landscape berms after 2. EMBED THE BALES 4" INTO THE SOIL AND all site grading is complete. These measures shall be inspected after each rainfall and at least daily during prolonged OFFSET CORNERS OR PLACE BALES WITH ENDS STRAW BALE/GRAVEL rainfall. Any required repairs shall be made immediately. Eroded or otherwise damaged berms shall be repaired at the TIGHTLY ABUTING. GRAVEL BACKFILL WILL time of inspection. Sediment deposits should be removed after each storm event. They must be removed when deposits PREVENT EROSION OR FLOW AROUND THE BALES.) reach approximately one-half the height of the barrier. Anysediment deposits remaining in place after the berms are no 3. THE TOP OF THE STRUCTURE PONDING HEIGHT DROP INLET longer needed shall be dressed to conform with the existinggrade and stabilized. MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- SEDIMENT BARRIER 3.13 A temporary sediment trap will be constructed in the proposed SWM Pond near the northern most corner of the site. PASSING THE INLET. EXCAVATION OF A BASIN A sediment trap will be constructed adjacent to the Route 645 right-of-way. The traps will be constructed in accordance ADJACENT TO THE DROP INLET OR A TEMP- with the typical details and dimensions given on the plans. The traps will be constructed using on -site material and will be ORARY DIKE ON THE DOWNSLOPE OF THE seeded with the temporary seeding mix immediately after construction. The traps will be inspected after each rainfall and STRUCTURE MAY BE NECESSARY. repairs made as necessary. 3.18 Outlet protection will be provided at the outlet of the entrance culvert as well as the storm sewer outlet in the proposed SWM Pond. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or as called for on the plans Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The OUTLETPROTECTION TABLE anticipated time for construction is August 2006 through December 2006. NOT TO SCALE 3.35 All seeded areas will be mulched in accordance with the schedule included on the construction plans. OUTLET ID L W D STONE d50 MSD Al 15' 15' 12' 0. 5' 6 TO N S B 1 AS SHOWN 12' 0.5' 10 TONS 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE (;E ............................... 3.05 SILT FENCE XXXX 3.07 INLET PROTECTION 0 3.08 CULVERT INLET PROTECTION -ROCK DAM 3.09 TEMPORARY DIVERSION DIKE L k 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION 3.30 TOPSOILING _aT- 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING - 3.35 MULCHING Mu - 3.38 TREE PROTECTION U (n Z J � W U) Z ZO Ow {4�p,LT H 0 O JO C. L IS No. 21621 `SIONAL SURVEY: C.I.: P-L, PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=30.0' 08/25/04 SHEET: A /9 o � � END PR. 2" SAN. FORCE MAIN W/ 2" TEMPORARY PLUG eMH-1TOP= 722.00 \ BOUN ARY r-uRvr DATA INV. IN FROM B2= 718.60 PR. DI-1 INV. IN FROM POND=717.90 9INV. GRATE= 722.05 INV. OUT(8")= 717.90 moo 36.36 %FfN wwnsf�"W IN= 719.20 1 JOINT OF 8"0 PIPE INV. OUT= 719.10 0.00' \ \ MATCH EX. PVMT. o / �..----- -L-_-_ 21.21 ,;,A o WITH MEGALUG - - 7.00 A� PDi m oN 12.07' 369.ta I 5" P RK/N 5E7B4CK \ ELEVATIONS `�' i �� ° RESTRAINT & PLUG - 47.93 h \ EX. GAS MARKER, ES-1 100'R 74.18�� N3q'Sd `� E o N EW-1 INV. OUT= 717.80 INV. OUT= 722.50 / 5' PA /NG SETB4CK �� \ p o o _ -_.- _ PR. LT o � -8"0 SCH 40 PVC 0 0.007. \ o_ APPRX. LOC. -� o Q ° OF EX. UGG o 3 (n o PR. � -- 6 00' rD'I' PR 8"x8"x8" TEE - ---- - --• - O C 0 co m m Lu O `-L Fes- O OU Q L W Z�- Zi U (n CL I- O m OU � Cf)O W � RCP 0 0.50% Z20.00'-18"0 W Z tY eES- 1 INV. OUT= 718.00 R /T6R) -7 , / �/9�. PR. 123.94'-8" w ---- - I- _ -- _ �00 80.00'-18"0 RCP ®0.63% co co c0 �\0 p V OUT-, 21.70 / 3 80 GV & TB z c0 O O 1' NDC p R 20' ST / 20'R I I i io Bi O O O O lLl AWAGE ESQ/ h� .` PR. 22.5 a I o 1 i o0 I- w S . STO h ' o ti �� BEND SDR o 10.00, - { j ds p 25'R PR. 27.84'-6" ��. -+� I DS 0.0 � p� O AlA� 90�00 / /� " t� T��, SDR-21 WL TO R (TYP.) '� I - 0.00' rn F s / �P j 20 WATER *FH ASSY. # 1. y ' 5 13.00i ASPHALT cn • LINE ESMT Z \ dv Z 35' J' / 0 LINE ES - - PR. WATE O ti 10' GUTTER �t N c� \ 1- 0 15'R 14.63 \ r o TRANSITION J' o p Q �� PARKING m o \ tid G-12 0 'op p S R 0 v- o . . \RAMP p, o `L � Op � p�`' � • o AREA PR. 173.50'-8" SIDR-21 PVC WL 90' BEND r 'y, o PR. 16.50'-6" SDR-21 3.5' WIDE PR. 20' PRIVATE SAN. PR. WATER �IIAIN 8"X6" CONC. \ o of\ t �� 1 00 PR. 20' WATER WL TO FH ASSY. #2. REDUCER WALK FORC MAIN ESMT. p \ / .pp �00 �P��R 16 TEE H ASSY., `?oo X6R. 8 xREDUCER 94' LINE � MT. TRANSIGUTTERTION 4.5'R 31,00' --- �y� `RAMP 2 ' �OQO�� ��O 1$� 1 PR. LT 'R !_ T LANDSCAP 4 5'R I ,I o - � 5 R y GO � P ��� oo. PR. 20' WATER i _ '� LAND v FH ASSY. I n� ��5� 1 o L7='J 4.5'R IS1 5 A 0 R I L! i._. #2 r*,�C- L� j LINE ESMT. w 1000-- o ',1 f I 9. 1 D o a� I I 31.0 JI 0 �0�0 ASPHALT .10 (1) 1 1/2" o I (TYP.)0,�0------- --- o oz cn O c9 w QQ��(( 25'R WATER r, T 3.5' WIDE v ter_ PARKING J7'; METER CONC. 1 1/2" WATER I- OFFICE BWLDW 2 m o� x R. ` 24.00' AREA .�; � 1• .. _ METER oo n � PR. 12"x8" TAP BY FCSA, cX "` \ DS WALK 30- HEIT (2 STORY) m N \8" DIP TO BE INSTALLED BY dv �d \ MONUM£N � 0� AIS o - \ CONTRACTOR y \ PR. SIGN ES-1 �y.. LE DS 10.0 ' DS OOTMff AREA: %, !•f• D < O 6d v o \ 2E S INV. IN= 724.00 0.00' ASPHALT 1)s 6S0 ! f. p RAINAG � I PARKING--40.00 - TO AL FLOOR AREA' ' z E ESM o 3.5' WIDE I; I ® i CG-7 pp, CONC. AREA I 1 _ F.F.E.: 72S°60 0 GUTTER \\ F f 1 1 /2" WALK 9.00, 1 1 / " � o w 5 TRANSITION \\ \� TYPE "K" • TYPE "K o r.� PR. CO ? - �' 0 49'R (NP) r COPPER "WL o INV.= 720.46 d i 00 5 R 0 COPPER WL PROPOSED OFFICE BUIL MNG i 24.00' __ o 0uj `Pow r tip' �F TO BLDG. x - TO BLDG. DS + OC PAS 30 HEIGHT (2 STORY) AISLE -- _A90 • i C I PR. 10'-4" SDR-21 PVC 0 �s� EXIST/ 0`LO �, m LT 10' GUTTER 4' WIDE FOOT ARM 4,240 !•f PR. STEPS $ ON SAN. LAT. 0 2.08% MIN. SLOPE O PR. SAN. MH-1 O > /NI! LN=, 24. 4.3 TRANSITION CONC. BAN ! 3 6" RISERS -- - --- - LEAD WALK � � TOP= 723.70 p� �y T.B. CG- NDC PROVIDE 2' Op WALK TOTAL FLOOR AREA: , oO ,. at k� �► p pi 00 m \ WIDE CURB CUT Ilk - o ,p�. � �o F.F.E.. 728.60 J(2) 12 TREADS I 20.00' � o �\' 2" INV. IN = 720.29 (FORCE MAIN) \ \ AND 2'x3' CONC. °o (NP') _ 24.00' Z a, ^�i 4" INV. INV. IN= 720.13 (LATERAL) PAD FOR STORM �p _ AISLE NOiE: Ln ' 8" INV. OUT= 719.70 W ��J \ WATER DRAINGAGE. '�-HC SIGN 20.00'� DS LOCATIONS ARE APPROXIMATE. J`� (90. �., \ 0 O0 a, _i (nP•) 18,00' DAYLIGHT COLLECTION PIPES INTO 5 R �' °' o © LANDING PARKING AREAS THROUGH CURB. o 106.00' o C O O O APPRX. L V NDC 16 HC RAMP �� LANDIN Ex. Invert \ \ li 0.45' 6' WIDE _ f 720. 7' ij a i � p �` CONC. \ V' o ASPHALT C \ LEAD WALK PROVIDE 1' CHAMFER i ASPHALT _ ' • J (J \ O- 1' NDC G $' / PARKING �C SIGN AT ALL CONC. WALK PARKING Q AREA 3.5' WIDE INTERSECTIONS. (TYP. !--__---_ AREA Z CONC V) O .� L WALK ; PR. RIGHT G� 5 v\ w TURN LANE 0 �y o J ' PR. CO PR. LT 4' CONC. DS p s ESMT Q J 1- WALK .p �. • INV.= 723.00 4.51 �S�R 10'R O LLJ O Q .. DS pR D N31.00 LANDSCAPE ISLAND 9. 5.41' ( O �� IAJ z / \cx \ \ \ -� GE 12`?20 a m o SEE SHEETT 9 9 ER AREA 10.00, 29.69' EX. SAN. MH '� ~ N \ ` \ i 4' / (v TOP= 724.00± IW V) O 15'R Sp R. EW-1 FOR DUMPSTER :z O U \ \ 21 INV. IN= 722.00 b LAYOUT AND o 8" INV. IN= 719.12 (MH 3) - a ,APR. LT _ PROVIDE 5.60 _ p A CONSTRUCTION DETAILS. 30.13' ( ) � DIRECTIOIQ NAL 3.5 WIDE •� • N. 8" INV. OU 718. MH 2 (� Y cn 1 1 4'R 8" INV. OUT= 718.92t _ \z o PAVEMENT ASPHALT o CONC. 3 �I 0 I I rn ( Im Q (� r ARROWS AS -�► PARKING WALK - 1 00' 2. 9 ! / \ C-'/ SHOWN AREA 2' CURB CUT .i 3,R f 0 I 16 FOR DRAINAGE ) m i v P. N I rni PR. SAN. MH-1 I� Li DO 12" x 18" STN D. \ \ 0� �� , o 'op 3 �i,� p � g i I , Z �� TOP= 727.00 ( ) Ix Z Q NOT 1°r' u' `� \• o % 1 o 0.0 4" INV. IN= 720.54 LATERAL lO ENTER \ x \ � c' � ,� , 5 R � � \?� \ � No �� \, � - 70.00 - - _ \ 8" INV. OUT= 720.21 U I� Q Ld \, \ _ LL. 0 Lij 4 "DO NOT R. 115.10 - o V) \ �+ 0� 9.54' S 3 AN. `ram. 00 ', '9ti' ---- - 1- -- 13.51' ENTER" SIGN 16. 6 2 .94 \ � � , f __----_ _ ---_ - ---- -- � --_ .-- •• � 5' PARK/NG SETB4CK 66" STND. U-CHANNEL POST \ 9� L- - 5.00 --2• 1'>-oil-- -- -- _ 10 \ r ' ---- 67 �- - 45.68T \ x �2' GRAVER\ I� PROP. GROUND \\ o \ SHOULDER m 1 � \\ \ ! oo f n N t� b) O 30" III L- (.N ,n � DO \\ \ Cn N 1 \ MATCH EX. PVMT, III N N N 3 NOT \ ELEVATIONS o APPRXLOC J IqI 00 EXDITCH ENTER �> CENTERL/NE Q m ^ni 1 `� a) \ cc 0 m o 0 \\ 0 "DO NOT ENTER" SIGN DETAIL z o z o W `° NO SCALE \\ APPRX. LOCOwe f- i!I A ~ w \ OF EX. UGG LLJ Q U - - \ Ld z III EX.. NE OF � 14' \\ II I \\ \\ CROSS SLOPE - 1/4":1' MIN. I0 CG-7 Z \\ F- L 30 x 30 STD. \ ................................................................... �I ? LiJ 1.5" SM-12.5 (n 3" BM-25.0 0 Z \\ 8" 21 - B „ I C ) \\ COMPACTED SUBGRADE NOTE: 12 CO III \ INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. TOP= 727.9 _0 STD. U-CHANNEL POST F__�®® \ PAVEMENT SECTION WHICHEVER IS GREATER. 6" INV= 722.0 I� ��t'1 T#f 0 y j 54 \ \LANE \ � SITE ENTRANCE RN TU \ NOT TO SCALE ' SO3s s J N C. LEWIS D 30„------PROP. GROUND \\ 1 GAT III No. 21621 \\ EX. GAS' �469I ' EX. S4N. SEW. MH0�, 30" MARKER \\ \ ` EX. 8 7/NV. IN= 718. 94 SSIONAL \\ - � \ EX. 8" INVOUT= 717.89 30" ` \ PROP. 6" /NV. IN= 718.09 SURVEY: C.I.: \ , (BY OTHERS) P-L, PLC 2' NOTE: -- -- -- -- -- -- T L -- -- -- COLORS SHALL BE AS FOLLOWS: \ ` ; EX. UNDERGR NO DRAWN BY: JOB NO.: ,1 WHITE LETTERS AND BORDER ON Ul/L17Y STUBS \\ \� \ 20 0 20 60 II � SSs CALE: 0310028 RED BACKGROUND. "STOP" SIGN DETAIL \\ \ II NOT TO SCALE - 1 "=20.0' 05/11 /04 \ \ \\ , 1 Scale 1 " - 20 ft III S"E'er 3/9 \\ � cV) ((n v m m U i I Z O W z N N \ U Q z� W O zzj W 7 W O U O Q- V) /+'eaap (O 0 LLJ LAJ N Z j O IL , *'r9+9 I Z j W aS IL Z �' Q 1 I -- 0 0 0 \ \I W oho d o I o MF -1 TOP*Y, 2.00 Z L6 4 P-i N C O ��P, +3 NARY DATA '� ( INV. IN, FROM B2 1`718.60 \ (APPRX 724.00 + EX.' ' PR. DI-1 INV. INI FROM POND=717.90 ;`436 •+7 01W. Gr2ATE= 722.05 INV. OU'T(81= 717.90 ' ~ .� ' IN= 719.20 ' ? + INV. OUT= 719.10 728.26 728. 0 Hp n O- AO1I / m 0 _ .1a 2 P{� ES-1 \ N m -- '2 \ 2A INV. OUT= 722.50 * 7ft�+ �., 7 - 7 7.8 20.00'-18"0 RCP 00.509 Z N o are + UGE ,7 22.55 6. 140 PVC A 0.9 ® J \ \ 27.20 /2 h >�h, F'K. ES-1 \ \ * r /� bti 0 INV. OUT= 718.00 \ \ LAWN * `7"; + / ?1 //q�• \ o 0.00'-18-0 RCP O 0.63 '' ''^^ LAWN �'+2 - * V ., 17 ; r \ ��1 725. 728.10 Z •,, .�` �� - A tit �11 nz.eo n4.00 Q \ \ / / \ 725. 723. Y I Al �O /// C HP 726.40 90C�OiP �/ 727.9 727.26 \ \ \ \ \ 725.8 �00 \ Jr 726.30 .0 727.74 N _ 28.23 �. 00, 728.2� 724.E 24.36 1 727.1 726.80 T + 7r9 37 1 PR. STOW WATER DETENTION AREA (P• 727.0 _� +7--� - T INSTALL IN ACCORDANCE WITH THE PROPOSED GRADES SHOWN. w ®\ �$ 27.9 7 7 725.�3 - 725.65 7 � + >2L76 { PROVIDE A STONE -LINED EMERGENCY F-- 24 SPILLWAY AT ELEVATION 720.50 GENERALLY F- ''�• -► AS SHOWN dN THE PLANS. Ns+ 725.1 1 1 \� SEE RIP RAP iDEiAIL ON SHEET 2. 727.83 727. 726 1 00 \ \\ OFFS 2 U \ MATCH EX. PVMT. �` 727.9 i • I oo \ \ +7' TC/HP - ;24.70 -72 30t (• s.f. J U Q "TC X. 726.00) 727.7 I 727. 2 STORE J g ES-1 j� FOOTPRIM�T AREA. 7t� Z_ INV. IN= 724.00 727. w 72a / �� AREA: 15,680 s.f. I TC HP O TOT �jLWR t � 728.1 , o0 25.80 F.F.E.: 72S•� ui 727.3 727.58 OFFICE PA DM�G 1 10 He RAMP Z p / \ � >�>3 •+3 727. / / Lv Q J \ ' HEK#IT (2 STOW) �*" O Q AREA: 4t2�0 s.f. PR. STEPS 10 / + + 7ft ,�l•3, * U /NV. /N= 724, 4 T FOOT T (3) 6. RISERS + 7 74,1 w- w z 727. TOTAL FLOOR AREA: a�4S0 s.f. (2) 12- TREADS +, (n W Z F.F.E.. 726.60 72700 25.10 V) �- m 727. 27.74 * LANDING",",' � W w N 7 R-40 / +' ' ^ d'O. I ` � amp727.3 726.90 _ v, cQc CJ 727. W �° 6.,x0 4 W U l�r 72 72 \ \ \ � HOLD W • 729.07 w ZLj Q Ir + 0 3 - -- 725. ui 727.18 /� y LL 726.9 726.3- � Q vv a. \ \ •725.00 \ \ 72781 � � i 725.10 724. / / \ 728.51 ■ / \ \ / � • � ��* 727.70 727.1 6.50 d9 * >Pty - *'�to . 724.10 // �--- / \ UGE ■ \ I 4 + 7 24 4' e R. EW-1 ■ / > INV. IN= 722.00 a N \ \ 728. I 727.50,1 727.54, / w N CD O + I 725 ♦/'� N � tf) vi s 727.54,'I +,t �\ / 728.20 I9 p cD \ 728.00 O + \ \ 26.90 W (D yr o 0 CO, 41 40 727. L• U X� a� \ _ \ 728.1 't728.20 \ , =O O N S4r04 21 fir---3Se.13 - -- - - - - - - - 'LLI ( � o 0 \ 'CH EX. PVMT. *.7t,J>e14� - ~ W Z \` �w J w 61 V Z z Z IL AXlrH OF U J C. LEWIS No. 21621 � \\ \ 1 \ I ONAL SURVEY: C.I.: P-L, PLC 2'/1 \\ ` \ 1 ` \ / DRAWN BY: JOB NO.; t!�� 20 0 20 60 � �+ SS 0310028 \ ` I SCALE: DATE: Scale 1" = 20 f t 1"=20.0' 05/ 1 1 /04 \\ SHEET: \ / \ Gl X \� \ 4/9 ,\BOUNARY U DATA 7 ' (3)FI \\ " 8M.00 36.36 N 7' "W7 afl LS FLS 00 .- 369. 5' PARK/N SE734CK \ / o ��A \ N 7 72 Cp1 \ \ \ o o - - 72 _ \ /NV, OUT-,21.7f1 - / R FIRE LANE -; (13)ICD (13)ICD CUR STRIPE (TYP.) \ j - I(16)ICD 17 I 1 o I PY C LS °90 FL',S 6)ICD o CC -� (6)TC to / - - i A c'o ,, FLS - . J 0. IV PROP. FIRE LANE PR P. E LANE T CURB STRIPE (TYP.) FLS I CU STIR (TYP.) FLS -� -- ------ - (12)TC IFL .r Ce o CC �1 o �� I CB (J)IC ASS PLANTING OF (JH) / CB o\ Juniperus horizontalis ,�; (5)VP o\ ter_ 'Plumose' (TYP.) f - - P p WILMNG 2 { PY a(6)IC I 30' WWff (2 STORY) :r o. P. I - HCS FOOTPRIMff AREA: 7,840 s•f. / �� • �+`" TOTAL AREA: 15.680 s.f. .. / (60)JH\r' '. PY---F F E 725 60 )R \ PROP. FIRE LANE 01 PROP. BERM / \ - OFFICE \N AVG. HT.- 2.5FLS oCB P'R BIiIL.DIWG i CURB STRIPE 30' HEIGHT (2 STORY)' / FOOTPRINT AREA: 4.240 s.f. 10 1' Hcs/ (5)VP F \ TOTAL FLOOR AREA: 8,480 0. e - - �Q/ \ ♦ // � � �. F.F.E.: 728.60 _ rV \ \ O I �HCS 2 o FLSCB NS - - PY o FL C ° CC jL FLS NS �' `" ' LS -(4)IC / P. F ' PROP. FIRE LANE PROP. BERM �' I CURB STRIPE (TYP.) AVG. HT.= 2.5' (75)JH ..�� FLS I � I \moo ,- MASS PLANTING OF Juniperus hMl�Tltalis �PY Plumose' (TYP.) - PY + ; 16 6)ICD ® �, 0 *Mill--- ---- �► , ��i��:Aw�w _�w�wTiw:R�� �i w►w w Scale 1 1 ft Iry Iiiiii LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 58,669.92 sq. ft./2,000= 29.33=> 29 trees Provided Trees: 29 trees Required Headlight Screening: 3' high along Rights -of -ways and adjacent properties Provided Headlight Screening: 3' high berm and evergreen shrubs along Airport Road parking area and 3' high evergreen hedge along adjacent properties. Interior Areas: 5% Interior Greenspace PARKING LOT LANSCAPING PLANT LIST Greenspace Required: 43,601.43 sq. ft. (x) 0.05= 2,180.07 sq. ft. Greenspace Provided: 3,996.28 sq. ft. (or) 9.17% (1) Tree Per 10 Parking Spaces Trees Required: 102 spaces/10= 10.2=> 10 trees Trees Provided: 10 trees Zoning District Buffer: A category "B" buffer against adjacent RA zoned, single-family residences. Required Buffer: 25' inactive buffer 25' active buffer 225' Full Screen (3 plants per 10'= 67.5 plants) Provided Buffer: 25' inactive buffer KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CB 6 Carpinus betulus European Hornbeam 2" cal. see plans CC 10 Cercidiph Ilum 'aponicum Katsuratree 2" cal. 25' o.c. CP 2 Crataegus phaenopyrum Washington Hawthorn 2" cal. see plans ICD 113 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4' o.c. JH 135 Juniperus horizontalis 'Plumose' Andorra Creeping Juniper 3 gal. cont. 36" o.c. NS 11 Nysso sylvatica Black Tupelo 2" cal. 25' o.c. PY 10 Prunus yedoensis Yoshino Cherry 2" cal. 25' o.c. 25' active buffer ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING Full Screen with 68 plants (7 different species, 1/3 deciduous, opaque evergreen screen, 4' min. ZONING DISTRICT BUFFER PLANT LIST height at the time of planting, in a 50' wide landscape easement) LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CB 2 Carpinus betulus European Hornbeam 6' height see plans CP 2 Crataegus phaenopyrum Washington Hawthorn 6' height see plans FI 5 Forsythia intermedia Border Forsythia 4' height 6' o.c. IC 1 21 Ilex cornuta 'Burfordii' Burford Chinese Holly 4' height 6' a.c. RC 10 Rhododendron catowbiense Catawba Rhododendron 4' height 6' a.c. TIC 18 Tsuga conadensis Canada Hemlock 6' height 10' o.c. VP 14 Viburnum plicatum tomentosum Doublefile Viburnum 4' height 6' o.c. normal requirements for the variety according to the American Association of Nurserymen. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. NOTE: 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on PLANT SPACING VARIES -(SEE PLANS) - any plant will result in rejection of that plant. PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch ALL SHRUB BEDS TO BE COMPLETELY uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so EXEX L SOIL SOI EXCAVATED OF ALL EXISTING as not to impede surface drainage. REQUIRED DEPTH AND LLE W/ REQUIRED SOIL MIX. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. MULCH TO BE 3" DEPTH 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous COMPLETELY REMOVE ALL trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized STRINGS, RIBBONS, AND wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". TAGS FROM PLANT. 9. Use shredded hardwood bark mulch in all planting beds. REMOVE TOP 1/3 OF ALL ---- BURLAP FABRIC AROUND 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. ROOT BALL. 11. Plant substitutions are permitted with consent from the Landscape Architect. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 SCARIFY ROOTS ON POT granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. BOUND PLANTS. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT period of one year from time of installation. SHRUB PLANTING BED 14. All existing plant materials shall remain unless otherwise noted on the Site Plan. SECTION NOTE: CONTRACT HYDROSEE AREAS DI' OF THEIR (2) UPRI( TREES OF TO BE Gl, TREE WR) RUBBER 2"x2" HAE 2 PER TR 12 GAUGE WIRE-DOL 4" MULCI- 3" SAUCE EXISTING SOIL MIX COMPACTI TREE FRC UPRIGHT FIRM BEA REMOVE ROPE FRI_._ TREE PLANTING SECTION MIN. IN 4)VP Imo- Z zllu- pLu ;Z 1.2zi U Or I� U FWZ O I� 0 � U!F= O C_ I V) Z C_ m > � V U OC� U WIclLJ C� Z �p Z W Z Q Cr- wcr- UZ I � I C_ CL cp \ cp \ Ln -I-too I I O � A N LO t i NOTE: 1. TREES AND SHRUBS REQUIRED FOR THE ZONING DISTRICT BUFFER HAVE AVOID CONFLICT Z BEEN PLACED TO WITH THE PROPOSED UTILITIES AND s= Z THE STORM WATER MANAGEMENT POND LOCATED WITHIN THE PROPOSED 50' LAJ LANDSCAPE EASEMENT. CL a, 2. EVERGREEN PLANTS SPECIFIED FOR W THE ZONING DISTRICT BUFFER SHALL G� Z REACH A MIN. MATURE FREIGHT OF 6' C] AND SHALL BE PLANTED AS TO PROVIDE AN OVERLAPPING CONTINUOUS Z EVERGREEN SCREEN. LL_ Lei J H_ I - V J � V Q w Lr- V) Z 0 W Q UW J X w V) La x to 0 V) 0- _ -- n w M Y MIZ 0 w Z W 0 3 W O W = LIL Q V) 6 ,J ■ ICL .� � o N N., E � rn o FIRE LANE REQUIREMENTS: Iv♦ I 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. I- N N 2. FIRE LANE DESIGNATION SIGNS SHALL BE 12"x18" WITH A WHITE BACK �� 3 ;C 41 c GROUND, AND 2" BLOCK LETTERS IN RED STATING: "NO PARKING FIRE ILLJ °' °''t o °a ALL OTHER SIGNAGE MUST BE APPROVED BY THE FIRE MARSALL. ,J cn InLANE". 3. FIRE LANE DESIGNATION SIGNS SHALL BE POSTED ON ALL CORNERS 0 +' E ) 0 o OF FIRE LANE, AND WITH A MINIMUM SPACING OF 50' APART ALONG THE IW ) 0 REMAINING LENGTH OF THE FIRE LANE AREA. SIGNS SHALL BE SET AT A cO " c °' " o MIN. HEIGHT OF 66" TO THE BOTTOM OF THE SIGN. � ~ w PARKING 12' x 18" STD. FIRE LANE 66" STD. U-CHANNEL POST ----PROP. GROUND 30" NO PARKING FIRE LANE "NO PARKING FIRE LANE" SIGN DETAIL NO SCALE () V) Z0'-' J L�.I � LLJ V ZO OZ �XT:H OF J N C. LEWIS 9 ' No. 21621 .pon,ssl���w ONAL SURVEY: C. I.: P-L., PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=20.0' 05/ 1 1 /04 SHEET: 5 A �-AS SHOWN ON PLANS 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 3.5' (OR AS SHOWN ON PLANS) EXP. JT. MAT'L - I 4" CRUSHED STONE TYPICAL SIDEWALK DETAIL NOT TO SCALE 6" 2 6" 7" " 6„ 2'-0" CG-6 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 13" CG-6R COMBINATION NOT TO SCALE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1 5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE 6" CURB & GUTTER REVERSED F GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE 1" NOSING (TYP) 12" 2" SM-2A - 8" 21-A in Ui [K�l7i��i11Y�I�I.Y1�Zlf.��I TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE EXTEND RAIL TO MEET ADA REQUIREMENTS r h 1-1/2" DIA. STANDARD TUBE STEEL RAILING SET IN 8"L x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR. LOCATE RAIL AS SHOWN ON SITE PLAN. 000 PSI CONCRETE � � 6 X 6-1.4 WWF(1.5" MIN CLEAR) '#4 NOSING BAR(TYP) 5" THREE RISERS REQUIRED SEE SITE PLAN FOR ADDITIONAL INFORMATION EXTERIOR STAIR DETAIL NOT TO SCALE NOTE: ALL PROPOSED LIGHTS SHALL BE HOODED AND BE AMBER IN COLOR AS A SAFETY MEASURE TO SHIELD BRIGHT LIGHTS FROM APPROACHING AND DEPARTING AIRCRAFT AT NEARBY WINCHESTER REGIONAL AIRPORT. 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO. A.e REQ'D PER STND MANU. PROPOSED GRADE 12" MIN. a F11 II 1 - P24"DIA :L L�j" (MIN.) L_ 4-#4 REBAR-3" MIN. CLEAR CONCRETE(3000 PSI) 8" #5 REBAR ® 8" CC EACH WAY 4' BY 4' CONC. BASE -ITHONIA BV2 250M R3 208 RPB12 SF DDB" OR EQUIVALENT INGLE OR DOUBLE STND. AS REQUIRED PARKING AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATIONS ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE. PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL PRIOR TO ORDERING LIGHTS. 54" 30" 2 "�i I-- r , 7"-1- 2'-0„ THIS AREA MAY BE CONCRETE ' AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY RE- CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- SURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. CG-7 COMBINATION 4" CURB & GUTTER GENERAL NOTES: Virginia Department of Transportation 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY Staunton District OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE �-- Rev. May 1, 2004 REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. -- - THIS CURB SHALL BE USED WHEN DESIGN VDOT General Notes 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPEED IS GREATER THAN 40 MPH 0 SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, RURAL HIGHWAYS AND 45 MPH IN DEVELOPED V1. All work on this project shall conform to the current editions of and latest revisions to p j VIRGINIA, WHERE APPLICABLE. URBAN AND SUBURBAN AREAS. the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT NOTE: COMB. CURB AND GUTTER HAVING A RADIUS state, federal or local regulations. In case of a discrepancy or conflict between the 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, -T OF 300' OR LESS (ALONG FACE OF CURB) SHALL Standards or Specifications and Regulations, the most stringent shall govern. PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. BE PAID FOR AS RADIAL COMBINATION CURB AND V2. All construction shall comply with the latest U.S. Department of Labor Occupational cry i� GUTTER. Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) PAVING AND CONCRETE: 1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL THIS ITEM MAY BE PRECAST OR CAST IN PLACE. Rules and Regulations. RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A PSI-4000 IF PRECAST. V3. When working within VDOT right-of-way, all traffic control, whether permanent or SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. j temporary, shall be in accordance with the current edition of VDOT's Work Area Protection WHEN IN COMBINATION MOUNTABLE CURB AND Manual. Furthermore, all traffic control floggers must be certified in accordance with 2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE Section 104.04(c) of the VDOT Road and Bridge Specifications. AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OR STANDARD CONNECTION FOR STREET INTERSECTIONS V4 The developer shall be responsible for relocating, at his expense, any and all utilities, OF VDOT. TO HAVE THE MOUNTABLE CURB CONFIGURATION including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / INCORPORATED. public utility companies. It is the sole responsibility of the developer to locate and identify 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE j WHEN THIS STANDARD IS TO BE TIED INTO EXISTING utility facilities or items that may be in conflict with the proposed construction activity. INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND VDOT approval of these plans does not indemnify the developer from this responsibility. SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BARRIER CURB, THE TRANSITION IS TO BE MADE VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY WITHIN 10' OR THE CHANGE IN STANDARDS MADE V5. Design features relating to field construction, regulations, and control or safety of DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE -- AT REGULAR OPENINGS. traffic may be subject to change as deemed necessary by VDOT. Any additional expense REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY incurred as a result of any field revision shall be the responsibility of the developer. COMPANY. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. =I NOT TO SCALE necessary VDOT land use permits for any work within VDOT right-of-way. Vn 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS Z (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) V7. If required by the local VDOT Residency Office, a pre -construction conference shall be NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF 0 (n W arranged and held by the engineer and/or developer with the attendance of the contractor, CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. - W 0 various County agencies, utility companies and VDOT prior to initiation of work. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY V O Z V8. The contractor shall notify the local VDOT Residency Office when work is to begin or THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED Z cease for any undetermined length of time. VDOT requires and shall receive 48 hours THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A Z �4, advance notice prior to any required or requested inspection. CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. F- YI •• PR. STREET OR r ^ � 0 a AISLE APPROACH TO 2"R V CG-11 I iI J BE THE SAME AS 6 V9. The contractor shall be responsible for maintaining adequate access to the project 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. Z 0 V o MAINUNE ROADWAY. from the adjacent public roadway via a construction entrance that is constructed and da (RADIUS TO BE AS maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control 9. ALL (RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF �n �- °"'� SHOWN ON PLANS) 9 �I oo CLASS A3 Handbook. Furthermore, access to other properties affected by this project shall be STONE PAVEMENT, WHERE APPLICABLE. V 'J V D (RADIUS TO BE A) C � u(H.E.S.) maintained through construction. The Developer shall have, within the limits of the project, SHOWN ON PLANS _ 0w ONCRETE / N an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO ? �� Erosion and Sediment Control who shall inspect erosion and siltation control devices and EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. Z e SECTION C-C measures on a continuous basis for proper installation and operation. Deficiencies shall be 0 (� (n """" 8 promptly rectified. CONSTRUCTION NOTES: 0 EROSION AND SEDIMENT CONTROL: W Z ® CONSTRUCT GRADE CHANGES WITH A U % , ®RADIAL COMBINATION PARABOLIC CURVE. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY Z 0 _ i I CURB do GUTTER duringand at the end of construction. LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT 4' (ST'D. CG-6) ® WHEN THE ENTRANCE RADII CANNOT SIDEWALK ® 6. ACCOMMODATE THE TURNING REQUIREMENTS EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a W 6" EXPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS minimum thirty-six (36) inches cover and when possible shall be installed under roadway 2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS • OPTIONAL WITHIN THE LIMITS OF THE RADII SHOULD BE PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND Q W EXPANSION JOINT A drainage facilities at conflict points. F INCREASED TO 7". 9 p ' ^ MAINLINE ROADM7 WHEN STADARD CG-11 IS USED FOR THE VA ROUTE 645 (AIRPORT ROAD R-O-W). w V I > w NOTE: WIDTH ON TYPO" ENTRANCES BUILT IN CONJUNCTION WITH V12. An unusual subsurface conditions e. unsuitable soils, springs, sinkholes, voids, J OR AS SHOWN ON TYPICAL PLAN \AEW VDOT PROJECTS, PLEASE NOTE THE y ) g ( g" y g 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE (' SECTION. PLAN YIGn FOLLOWING: Caves, etc. encountered during the course of construction shall be immediate) brought to 10' ** MAINLINE PAVEMENT SHALL BE CONSTRUCTED the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END 8X MAX. D TO THE R/W LINE (EXCEPT ANY SUBGIRADE design can be determined by the engineer and approved by VDOT. OF CONSTRUCTION. EDGE OF SHOULDER OR PARABOLIC SLOPE CHANGE OPTIONAL FLOW LINE CURVE STABILIZATION REQUIRED FOR MAINLINE PVMT. ® - D WHICH CAN BE OMITTED IN THE ENTRANCE.) V13. All fill areas, borrow material and undercut areas shall be inspected and approved by 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ® RADIAL CURB OR COMBINATION CURB AND a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY J �' MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED representative shall be present to insure the sample obtained is representative of the AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS J _V Q D BEYOND THE R/W LINE EXCEPT FOR location. When soil samples are submitted to private laboratories for testing, the samples REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END /� ® -�- --_ REPLACEMENT PURPOSES. IL BX MAX. shall be clearly identified and labeled as belonging to a project to be accepted by VDOT OF WORK THAT DAY. .. _Z 5' SLOPE CHANGE and that testingshall be performed in accordance with all applicable VDOT standards and WHEN USED IN CONJUNCTION WITH STANDARD p pp MIN.-' 40' MIN. FOR CG-3 OR CG-7, THE CURB FACE ON THIS procedures. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL w STREET CONNECTION STANDARD IS TO BE ADJUSTED TO MATCH THE MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL 20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION. COMMERCIAL ENTRANCE V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL SEE STANDARD CG-12 FOR CURB RAMP DESIGN shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE Z 0 J > SECTION A -A TO BE USED WITH THIS STANDARD. determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. U Q0 *PLANS ARE TO INDICATE WHEN CONSTRUCTION OF the full width of any dedicated street right-of-way. At the direction of VDOT, density tests GUIDELINES FOR GRADE CHANGE D A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE shall be performed by a qualified independent agency in accordance with VDOT Road and 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER W Fr ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE. CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, � I.L.I Z HIGH (MORE THAN 1500 VPD) OX 3% BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF /�n/� MEDIUM 500-1500 VPD <3% 6% OPTIONAL FLOW LINE MAY REQUIRE WARPING OF unless specified otherwise. rt/ / F- POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS V) LOW (LESS THAN 500 VPD) <6X 8% A PORTION OF GUTTER TO PRECLUDE PONDING W � V OF WATER. V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS 0 METHOD OF TREATMENT- plans and/or as specified by VDOT. NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND Z 0 TO ALLAY DUST AT ALL TIMES. (n 0- Q CONNECTION FOR STREET INTERSECTIONS V16. The installation of any entrances and mailboxes within any dedicated street D X M Y AND COMMERCIAL ENTRANCES right-of-way shall meet VDOT minimum design standards and is the responsibility of the EXCAVATION AND GRADING: developer. 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF M Q W V VDOT 2001 STANDARDS NOT TO SCALE THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. F- W V17. Prior to VDOT acceptance of any streets, all required street signoge and/or pavement � Z I.LJ markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS 0 account receivable basis following the Manual On Uniform Traffic Control Devices. U A_ Q W SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 1, 2" x 18" STND. STND. U-CHANNEL POST PROP. GROUND RESERVED PARKING L� VAN ACCESSIBLE PENALTY �100-000 TOW --AWAY ZONE ACCESSIBLE SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN V18. The developer shall provide the VDOT Residency Office with a list of all material 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND � L,L_ sources prior to the start of construction. Copies of all invoices for materials utilized within STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S O � _ Q END OF STALL - any dedicated street right-of-way must be provided to the local VDOT Residency Office REPRESENTATIVE FOR FUTURE FINISH GRADING. � RESERVED STRIPE OR CURBIING prior to acceptance of the work. Unit and total prices may be obscured. PARKING 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR WHITE PAVEMENT MARKING V19. Aggregate base and subbase materials shall be placed on subgrade by means of a AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE ■ V) �, 4 WIDTH, LENGTH AS mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 Z SHOWN ON PLANS. MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL certified compaction technician shall perform these tests. Certified copies of test reports ENGINEER. ■ a-K WHITE SYMBOL PER ADA shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone ON SOLID BLUE BACKGROUND depths, a VDOT representative shall be notified and given the opportunity to be present 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES ' ■ It w during the construction and testing of the density control strip. WITHOUT PERMISSION OF THE OWNER. PENALTY i100-eoo TOW -AWAY ZONE d WHITE PAVEMENT MARKING, V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the � - O � r+) 0)4" p WIDTH, 2' CC; 45' ANGLE VDOT Road and Bridge Specifications. Density shall be determined using the density control 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" � (0 NOT TO SCALE these plans in accordance with VDOT's installation criteria. Final approval of the guardrail 4. THIS SITE AND BUILDINGS RELATED THERETO SHALL BE SUBJECT TO ALL FIRE -RATINGS layout to be given by VDOT after grading is mostly complete. AND FIRE SEPARATIONS IN ACCORDANCE WITH SECTION 707 OF THE B.O.C.A. NATIONAL BUILDING CODE. 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. L2:111 PER PLANS 6. A PERMIT SHALL BE REQUIRED FOR ANY BUSINESS SIGNS AND/OR POLE LIGHTS IN THE ()V) z JLLJ LJ � Z Z CD Zz ® LU PARKING AREA OF THIS SITE. T'H OF D 7. BURNING SHALL NOT BE ALLOWED DUE TO THE SITE'S PROXIMITY TO THE WINCHESTER y REGIONAL AIRPORTS FLIGHT PATTERN AND RUNWAY. 8. DURING CONSTRUCTION OF THIS PROJECT ALL CRANES SHALL HAVE AN AVIATION o IJK OBSTRUCTION FLAG (4'x4', WHITE AND ORANGE 1'x1' CHECKARD PATTERN) AND/OR AVIATION U J N C. LEWIS RED OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT No. 21621 4" CRUSHED STONE UNLESS LIT. (3000 PSI) 6" CONC 9. INTENDED HOURS AND DATES OF OPERATION SHALL BE COORDINATED WITH THE v�01,1 6x6xW2.9xW2.9 WWF (1.5 Min. CLEAR) WINCHESTER REGIONAL AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY FOUR " HOURS PRIOR TO START. s�10NAL CONCRETE SLAB DETAIL NOT TO SCALE SURVEY: C. I .: P-L., PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: N/A 08/25/04 SHEET: 6/9 STORM SEWER CULVERT PLAN Al-A2 b i I PR. 72.00'-18"0 RCP I f CULVERT 0 2.08% -.MENNEN- AIRPORTRT ROAD F._ I -- - Y r ✓/'I I i I 50 0 50 150 Scale 1 " = 50 ft STORM SEWER CULVERT PROFILE Al-A2 SCALES: (H) (V) Al 1" _ .O' 1" 5.0, ----- A2 -- 735 __ _- _______ - 735 - ---- 730 PROPOSED 730 GRADE 725 EXISTING GRADE `-- 725 -- -- _ _ - - -- 720 - 720 - . CLEARANCE APPRX-J-OC- OF WATER MAIN. VERIFY PRIOR TO CONSTRUCTION 715 -OUTLET PR. 7 .00'-18"0 RC__P 0 22.08% 715 PROTECTION _ CULVERT 710 710 1n s 100 w -- O + 1n to N ~ - Z a CO w o O r- u N ' - + Z - -- ---- --- 10+00 11 +00 00, 14 PR. 20.00' -18"0 RCP 0 0.50% PR. 6.00'-8"0 SCH 40 PVC 0 0.00% PR. 80.00'-18"0 RCP O 50 0 CTr)PU SFWFR PI AN R';-R1 RA -RI / I PROPOSED o \ BUILDING cQ / B1 50 Scale 1 " = 50 ft 150 \ PRI,o- ILDING - 1 f 0 / cf�i 7- DI-1 2'-7- NOTES ■ » » " B 1'-3.5' B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. END -SECTION 12 -60 PIPE ALTERNATE END -SECTION 12 -60 PIPE FOR DEPTH GREATER THAN. 10. USE STANDARD 1UB END ON OULET END -SECTIONS HUB END ON OULET END -SECTIONS _ LUGS TO BE DI-1A. ;PIGOT END ON INLET END -SECTION SPIGOT END ON INLET END -SECTION L21/2 x21/2"x1/4• FOB, AST WITH COLLOR 10'-4"LONG A A CAST GALV. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS X WELD ALL IRON STEEL N r` AND SPECIFIED ON THE PLANS WILL BE MEASURED X X I CONNCETORS set 3 CBS. 43.6 LDSFROM THE INVERT OF THE OUTFACE PIPE TO THE CONCR.'ETE TO BE ~ NTO COLLOR 1PTIONAL-- LCONCRETE TO BE UDINc TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE 4000 PS MINIMUM - -___ 4000 PS MINIMUM 13ONE WELDED L�RACE RIBS APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND JOINT/2"x11/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY PLAN �� 1/2"x4" STUD THE CONTRACTOR FROM FIELD CONDITIONS. L�_i SHEAR CONNECTORS PEE PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS _ DIAMETER DIAMETER 5" 2'-T S- 91/2•- 12",It TO BE SHAPED IN ACCORDANCE WITH STANDARD 1--C - OF PIPE -C -�� OF PIPE 4'-2" CIO IS-1. THE COST OF FURNISHING AND PLACING ALL Z PLAN 3/8• MATERIALS INCIDENTAL TO THE SHAPING IS TO BE O OR (aaTE RROYM) SECTION B-B INCLUDED IN THE BID PRICE FOR THE STRUCTURE. N a FABRIC a 4. IN THE EVENT THE INVERT OF THE OUT FALL PIPE } COLLAR DETAIL 21/2• IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, } DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED ----PAY NE -! --- {-� -SAY LINE I�� y' 4-2- CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR SECTION X-X END VIEW SECTION X-X END VIEW I I 2-7 -7• OFNFURNISHINGDING OF RAND TER IN TALL MATERIALS RUCTURE. THE COS 3"1b WEEP HOLE INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED �� tip Ei�i1� �i� S1G7ta E�C7t� �Ci� E]1DI1II� Eli �i �Ci11• E�� �� <I1LJi Wit!• Elffi� EICSB� Ef7i 0u �Lii�CiiE1311�SJQI�t1C� Illlllllflllllllllll�i IBmI� II�� �� � �� � E�� �ii �®iii [is?IIDdd E]G��1lli fis�l di E�C�� Ill�i IIIIIIII�� I�;i It�c�ar rid ter ��� ElC� t30i Eis�i� tlm� iiC3i �i� �>II� �� E�QI9i t�Qii E1C1ta �ii� tiB111� Els�d� E�lli �� EiC11� ltl�L44111 I�l+lJ�I[16! L11/EJCi� E�3i�®t�iCJs�cii�llaiLl61� dim a COLLOR 4" DEPTH AGGR. #68, IN THE BID PRICE FOR THE STRUCTURE. 2" MIN. #78, OR #8x6" WIDTH 3i, 12; 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" z2 _e• OR GREATER. FOR DETAILS SEE STANDARD ST-1. iV if o n t►. 12•,15•r18",OR 24" �3" - f D N rr.1;, I 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. C C 01 ' • - -. • " 7. #4x8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO SECTION A -A � N i ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN �� I ICI I /1C MWCI C A n"..A" \I/1T/`LI \IAV DC DD/1\A IlCf1 SAY LINE TIES FOR MINIMUM DEPTH CONCRETE QUALITIES SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. C� LENGTH NOTES' 12" CONC. PIPE-1.440 Cu. Yds. CONCRETE 15" CONC. PIPE Cu. Yds. CONCRETE 11 /2" D -) 8. 3" DIAMETER WEEP HOLE WITH 12"x 12" PLASTIC - -B PIPE FLENGHTS SHOWN N PLANS ARE 18" CONC. PIPE-1.620 Cu. Yds. CONCRETE 2� HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL BASED ON END -SECTION DESIGN SHOWN 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE SECTION D-D WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 ON THE LEFT. IF THE CONTRACTOR ELECTS ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE vE1Rr - TO USE THE ALTERNATE DESIGN SHOWN ON 3/4"-�MSM�- 11/4" OUTSIDE OF THE STRUCTURE. THE RIGHT, LENGHTS WILL BE REDUCED BY SECTION C-C THE DIFFERENCE IN DIMENSION "D". 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 SLOPE DETAUL STANDARD DROP INLET GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. SPECIFICATION „ „ 12 -24 PIPE: MAXIMUM DEPTH >, APPROXIMATE WEIGHT (H)- 10 18 REFERENCE M M FLARED END -SECTION FOR 12 -60 CONCRETE PIPE CULVERTS 10201 NOT TO SCALE �,,,�CAST 3831 MEETING THE APPROVAL O�DTH�FENGINEOERAMAY BE . 302 VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION ES-1 104.01 HEREON. STORM SEWER PROFILE OUTLET-193 SCALES: (H) 1" =50.0' 1' = 5.0' (V) 83 - ---- -- - 735 735 730 - 730 725 725 18 MIN. " 18 MIN. CLEARANCE PROVIDE CONC. CRADLE AS-- AT CROSSING. � CLEARANCE OPOSED GRADE EXISTING GRADE _ 720 PR. SEW. 720 K 'ci. "k' tad . w�?Sy��•- ;': _ L�titi �.: tr --- SRN. AT. R. 1 1 2"0 WL 715 - R. 1 1 2"0 WL 715 R. 195. '-18.0 RCP 0 1.43% PROTEC ION PR. 80.0 '-18"0 RCP O 0.63% ------__ --- PR 6.0 '-8"0 40 PVC O 0.0 % 710 710 00 - - n ~ O o.... om` q!� N� Q W w 110 _ J --- Z - O^rs h 0 0 O7 N 0FO:Z) - -- W IIO O - - n Oif _ N-O II Z Z w O to + O w �00 O O O + Im a d + + ? ? ? c� a0 0D IL 10+00 11 +00 12+00 13+00 FINAL BACKFILL CAREFULLY COM SELECT BACKFIL CRUSHED AGGRE CRUSHED AGGRI TYPICAL PIPE BEDDING DETAIL NOT TO SCALE O.D. STORM SEWER PROFILE 1311-134 SCALES: H 1 " =50.0' (V) 1" = 5.0' - B4 B1 735 735 730 730 725 PROPOSE EXISTING GRA GRADE 725 720 720 0 715 _ 8" MIN. SEPARATI 715 4AIN " PRIVA SAN. FORCE PR. 20.00'-18"0 RCD O 0.5_0% _ PR. 80.00'-18"0 RCP O 0.637E 710 710 s s 00 Go - A Ro F ^ ^OD I N't rn -m m m r, i W o o n _ Lz- 0- z + z z z + 10+00 11 +00 A EW-1,1A b kAPE TO BE BEVELED M MORTAR FLOW D - ---- 10 NOT BEVEL INVERT B a C MOTEL 1Y BE REDUCED UNTIL. "X' REACHES A MINIMUM OF 4' WHERE ENDWALL e. BEVEL EIS REQUIRED ON THE HEADWALL AT THE INLET END OF THE WOULD PROJECT OTR DE ABOVE SHOULDER SLOPE OR SHWI �L TOP OF ENDWALL CULVERT�WFIERE THE FLOW ENTERS THE CULVQt�. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 8. ON SHALLOW FILLS WHERE ENDWALIS ARE 1' OR LESS BELOW SHOULDER 101.02. LINE THE TOP OF THE ENDWALL SHALL BE CONSTUCTED PARALLEL TO THE 4. ] " ST TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS GRADE OF THE ROAD. (� 9. 3/4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCAR. EW-1 EW-1A ENDUXL FOR CNICULIIR PIPE DIAMETER OF PIPE CULVERT 12" 15- 18' 21- at 24• 27- OR 3r 3r OR 31r A 0'-8" 0'-8- 0'-9- 0'-11" 1'-0" 1'-0. B W-11" V-1• V-3- 1"-8- V-9" 2'-0- C V-4" V-7" 1'-9" 2'-2- 2'-8" 2"-9- D V-0- V-3" 1'-8" 2'-0" 2'-6" 3'-0- F 0'-6" 0'-8- 0'-8- 0'-9" 0'-9- 0'-9- H 2'-3" 2'-11" 3'-2- 3--9" 4'-3" 1 4'-9- L 4'-0- V-0- W-0" e'-0" 10'-0" 1 12'-0- a 0'-W C'-tw 0'-2• O'-21n- 0'-31/4" 0'-34-" b 0'-1• 0'-br 0'-1+1C 0'-2"0'-3- CUBIC YARDS OF CONCRETE 0.241 0.492 0.6971 1.319 1 2.067 1 1947 C.M. PIPE 0.257 0.521 0.739 1.398 2.198 3.145 ElI NkL FOR ELUIP nCAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) 23- x 14• 3W x Or 34• x 22• 3r x 24- 4r x 2T• 4e- x 2s- w x 32• sr x w A 0'-8" 0'-9• V-10" 0'-11" V-11" V-0" 1'-0" 1'-0" B V-2- V-5- V-6- 1'-8" 1'-9" 1'-10" V-11" V-11- C V-8• V-11• 2'-1' 2'-4" 2'-5" 2'-7' 2'-8- 2'-9" D V-2" V-7" 1'-10" V-0" 2'-3" 2'-5• 2'-8• 2'-10" F 0'-8" 0'-8" 0'-9" 0'-9. 0'-9. 0'-9" 0'-9. 0'-9" H 2'-10" 3'-3" 3'-7- 3'-9- 4'-0- 4'-2" 4'-5- 4'-7- L 5'-5" 7'-2- 8'-8" 9'-2" 10'-2* 10'-11" 12'-1" 12'-11" S V-11" 2'-6" 2'-10" V-2" 3'-6- 3'-9• 4--1- 4'-5" a 0'-2+n" 0'-31/4" 0'-31A" 0'-4" 0'-41n" 0'-4w4" 0'-5- 0'-51n" b 0'-2" 0'-21n- 0'-2A»' 0'-3" 0'-31n" 0'-34%" 0'-4" 0'-4+n" CUBIC YARDS OF CONCRETE CONC. PIPE 0.502 0.855 1 1.236 1.500 1 1.811 1 2.101 1 2.512 2.801 SPECI STANDARD ENDWALL FOR PIPE CULVERTS 105 12"-36" CIRCULAR AND 23"x14"-53"x34" ELLIPTICAL PIPES 302 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 swEn cawrmxt If PIPE 0 13F PIPES ARE ENCOUNTERED NOTES - SHAPING OR MANHOLE AND DIET INVERTS IN ACCORDANCE VITH THIS DRAWING IS M APPLY TO THOSE STRUCTURES SPECIFIES ON PLANS OR VHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANH13LE O' DMP DIET IS TO X FORMED AND COISTRUCTED IN ACCORDANCE VITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE NIX C13WOMNG TO CLASS A3 OR CLASS C1, EXCEPT THAT 25X OF COARSE 3W M A -A METHOD OF TREATMENT IN DROP INLETS AGGREGATE MAY BE LIP TO 4 IN DIAMETER AND CONSIST OF r ^ STONE, BR (KEN BRICK, BROEN CONCRETE OR WOKEN CONCRETE BLOCK THE SURFACE OF THE COARSE AGGREGATE SMALL REMAIN EXPOSED. - I DETAILS OF INVERT SHAPING AS SHOVN HEREON ARE FOR EXAMPLE PURPOSE OLY. EACH MANHOLE ER DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR gl H INLET AND OUTLET CONFIGURATD)N AND FLOW LINES. Rm METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION Nu LLI J I- W Ln J L- Oa Q W 05 Z Z a- 0 V) ((n m : I O JR O (L ~ U U �IvLr) LLJ WLd O Q� LLJ \ C) O O N O _J V Q LL Z w Of V) 0 wi 25 0 Z p > LLI Q J U 0 Q w in W Z 0 LLJ n 0 tj X m Q U W W FL:0 3 w a. Q O Of a; N ■ U ■ J ■� +� p N (b N C) 1`0 O my C N N UI Cn In 3 i 17 O N (0 UJ N 0) LO LO .C: 3 'c 0 c W� J o' , � a- `- 1 c ° Q' ° E o � � s a .� W� CD s U _O _ U E Z � w 4; Z J LJ Z V) Z Z� O IZ o JO C. LEWIS No. 21621 •off w� IONAL SURVEY: PL-PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=50.0' 08/25/04 SHEET: 7/w WATER MAIN PLAN 50 0 50 150 Scale 1 " = 50 ft •. I � II IN it IN di IM E I101 _A mom°,,..,..",...." NMI ' lift ' ii iiii ■�ii� i�� i MA i i . � - , �I , n "on FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer protion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall frunish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer services on new lines are to be coordinated with the Authority's Inspector. 7. Exact location of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, mest be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1 /2"and 2" water services, the Authority shall make the tap and bring thepiping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. concrete thrust block trench width as required 6" dia. schedule 40 steel pipe filled with concrete and painted yellow 18" dia. concrete — encasement tunnel liner Existing. NOTE: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers 2. spacers shall be placed on spigot end within 6 inches of connection to bell; then 2 spacers evenly placed on length of pipe SECTION SIZES REQUIRED WATER SERVICE LATERALS CARRIER PIPECASING PIPE WALL a) Casing pipe shall be SCH 40 PVC or SDR 21 DIA,. (") DIA. (") THICKNESS (") b) 3" diameter pipe for 1" service lines 4 or less— 12 .250 c) 6" diameter pipe for 2" service lines 6 16 8 18 .250 .375 d) no spacers or sand fill to be installed Revised 1© 20 .375 Oct 03 12 24 .250 HIGHWAY CROSSING 1 24 .375 Figure 3 15 24 .375 16 30 .500 18 30 .500 20 36 .500 21 36 .500 2436 .500 ( for larger pipe use tunnel liner ) BOLLARD DETAIL direction of setting to be approved prior to installation concrete pad V-6" sq. x 6" deep � 1 screw type adjustable valve box FIRE HYDRANT ASSEMBLY Figure 9 locator marker mechanical joint swivel tee with 6" branch varies at property line (see note 2) skid pad roadway box- 2" CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all connections saddle with corporation stop water main ball valve curb stop with PJ (CTS) both ends [B44-777 w/ SS inserts]; with 2" gate valve operating nut t'-T concrete pad V-6" sq. x 6" deep 8" CUTOUT DETAIL (typical) 4" stone—� screw type adjustable valve box 71 location marker r stone FN qoq ogOq o ogo••goo0•qoqooq0.O"Ooq •' oapoop 000�e 00000g00000aog000q000 A ggo thrust block 18" to 24" GATE VALVE Figure 8 general backfill (see note) 48" min. VBHH77-15BHC-11-77 2" custom setter (meter by FCSA) cast in place access standard flat top door, centered in for 4' diameter top (see note 1) manhole 2' max. finished gr de N11 11q Z O c � E 3' riser section for 4' i. diameter manhole with cutouts 3' min. 2" min. solid support blocks under custom setter 6" stone bedding C14-44 w/ SS inserts and MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 R2424 2. Water service crossing street: a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [ wrap wire around corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. Revised 1 1 /2" and 2" METER INSTALLATION Oct 03 Figure 6 valve megalugged to main — megalug 8"x 8"x 16" solid block (for valves 12" and larger) Note: this detail is also Revised used for butterfly valves Oct 03 8" 8" concrete - 24" select backfill (see note) stone STANDARD general backfill " I select backfill 9e note) \— concrete \_ concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 1.1 C n(nM rn co\O \ o O iro Q Q 3Z g U Q Z (n C� 0 ce ft a: W Z Z0 = a= Y (n Q W U W Z � W 3 W Ld 3: lei. / L^L Y I LL ■ IU ■ .J ■ 0 +� p N r') '� ^ a) N N � r, (n 3 Cn Cf v (D cD3: W 3•E 0..� O ' JV'L_ inL� 1 I� ct) E - C ~ C Z � w 0 to 1111 IN ZQ� Jw w Z(D 0 IZ r'lt,Tla Op" F y C. LEMS a No. 21621 �SSIONAL SURV PL-PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=50.0' 08/25/04 SHEET: 8 w SANITARY SEWER PROFILE ;1 I PR. 2" SCH 40 PVC FORCE MAIN 01 OD Sze "a"........o.�.-e.^•-• . .. _ � .. _ �' - �- � I I I� Y i o , :I 4 PROPOSED i n BUILDING 1, 2 ' PROPOSED BUILDING n _ x f I 1 _ PR. 115.10'-8"4 /SDR!�-35 \ SAN. 'SEW. ® (194% j ��\ I i f PR. 154.00'-8"0 SDR-3 L SAN. SEW. ® 0.54% (BY OTHERS) e � I 50 0 50 Scale 1 " = 50 ft 735 1 735 730 - - -------- 730 PROPOSED GRADE EXISTING GRADE 725 PR.18"0 725 STM. SEW. _ _ . _ . ___ ___.__.__. PR VID E CONC. _. CROSSING AT 720 720 PR. 1 35 5.10'-8"0 SDR_ PR. 120.20'-4 0 SDR-21 PVC SAN 715 - 715 SEW. -tA T: SEE LAYOUT AN - -- R. 154.00'-8" SDR-35710 710 � N = W J m N M Q -- _ . . -rz---- 2 � Z N .-No_0 00n I 0ZN M Qr - -az z-�-. _. ---- --- -- -- __._.__ o II zzz � II zz o Qua- + F- 00 6 00 + I _ � 00 10+00 11 +00 SANITARY SEWER PROFILE X %II - - / PR. 120.00'-2" SCH 40 PVC SAN. FORCE MAIN f ` t , 1 R. 10.00'-4"0 SCH. 40 PVC SAN. SEW. LAT. ® 2.08% kOPOSED BUILDING 3 t 2 .1 1 PR. 116.75'-8"0 SDR-35 i SAN. SEW. 00.50% i i I I I PR. 154.00'-8"0 SDR-3 SAN. SEW. ® 0.54% \ (BY OTHERS) I I � I 50 0 50 Scale 1 " = 50 ft GRAVITY SANITARY SEWER PROFILE SCALES: () 1" _ 50.0' 735 735 730 730 -- _ PROPOSED GRADE---I-- EXISTING GRADE 725 725 720 720 PR. 116.75 8"0 SDR 35 _ SAN. SEW. 0.50% 715 - PR. 120.00 -2"• DR-21 715 SAN. FORCE MAIN R. 154.00'-8" SDR 35 OTHERS) 710 710 in z vW� m z o + RVM> N Lr- OQ V) g, Qr CA CV 00 �tT� -$------- II II ~ I - - - nw N 0 66 rr t� r-i 0 II zzz 1--00c0 00 c6 Mzzz + + I-- N 1* 00 10+00 11 +00 SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gasketed top of manhole at grade in pavement areas unless otherwise bell 45' bend bell adapter I.1' ■; directed (top shall be set 24" min, above grade in easement areas) i (see note) 2 square skid pad G'thick-I a /4" x 2" butyl - joint sealant 3/4" concrete anchor bolts (4 each) • 35" max. adjustment rings (I V max.) i 3' minimum x SDR 21 gasketed SDR 35 8"x4" pipe and fittings " gasketed bell SCH 40 wye (see note) solvent concrete ASTMC-150 weld cap 4000 psi r property waterproof coating ° 112" or 16" (typ.) line CS-55 by Conseal 1" nominal sae RV 30 • ° butyl joint sealant applied 18" ° • between joints and on exterior side of oft joints are to be sealed with "0" ring gasket 5' variable location marker 36 min. • <, 4'-a cover I.D. - Pipe to manhole stone evaooe°e°e°$ooae° 5 ' a connection to be by flexible sleeve o : ,s a + x . ' invert channel to provide 3'-0" min. °Ee°o°goo8goeogo°°°agooe°g°8° a smooth transition in to . 4'-0° max. out, for all connections 2'-0" max. j --- estop of bench -wall precast invert or grout same elev. as w(" ' treated 2"x 4" with bottom to form channel D/2 6" top of pipe top 6" painted green 4" pipe at 2.00% minimum grade ° p 9' 6" bedding ston ------------------------ ' Note: If top of main is •� greater than 15 it deep NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. use heavy wall SDR 35 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. • concrete cradle if top 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. of main is greater 4. Skid pad to be placed around manholes located in shoulders of roads. than 15' deep 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Revised Figure 11 Aug. 2004 GRAVITY SEWER SERVICE LATERAL Revised Figure 14 Aug• 2004 13.33' _ 6.66' 6.66' I 4.58'-r--2.�3'�I 4.58- I� 0.375" x 6" 0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE FORCE MAIN SANITARY SEWER PROFILE SCALES: (H) 1" =50.0' (V) 1" = 5.0' 735 _ 735 730 - 730 PROPOSED GRADE 725 EXISTING - GRADE 725 PR. ROOF RAIN R. 18" _ STM SEW. 720 - ----_ --_ 720 18" MIN. SEP. 715 PR. 120.00'-2 SDR-21 MAIN 715 PVC SAN. FORCE PR. 116.75 -8" SDR-35 - SAN. SEW. ® C.50% 710 - 710 Q � J W -- W OQ Q 0 u - A = v� O r 0 0 rr o: �> o it z z z -- - 0 --- +H04*00 +N 10+00 11 +00 BACK OF CURB------ 1.00' 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 12.00' 4'-0" HT. WITH 18" 0 CONC. CONC. SLAB FOOTING - 3' DEEP W/ WELDED HOOPS (2 TOTAL PIPES) PNTD. PER a OWNER SPEC. / / 0 o biQ PLACE 4"x4" POST _ i FLUSH BEHIND BACK OF CURB. FENCE ENCLOSURE (SEE DETAIL THIS SHEET.) 0.66' 5.69 DUMPSTERS BY -- OTHERS 6" CONC. SLAB W/ 6"X6"X10/10 WELDED WIRE MESH (TYP.) ------CANE BOLTS (2) 6'-6" GATES- ATTACHED 0 TO MATCH FENCE TO FENCE o SEE FENCE DETAIL THIS SHEET CONC. APRON BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS (TYP. PR. ASPHALT FOR BOTH GATES.) TRASH ENCLOSURE NOT TO SCALE 4'R PARKING AREA 2x4 TOP RAIL 1 x6 BOARD, - ----- FRONT & BACK TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) 2x4 MID RAIL 8'-4x4 POST ® 8' CC 2x4 BOT. RAIL ATTACH RAILS TO POST W/3-10d(EA. RAIL) a 131 12" DIA. POST HOLE, • FILL W/CONC. ' NOTES: '' •� ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT (2) GATES SIMILAR. PROVIDE GATE LATCH. PROPOSED FENCE DETAIL NOT TO SCALE 0 33" • L v 00 Z � ZE I :�E QU 1= CJ_ Q Q U >�> Zi�I V C) ^ 6! 00 FiL- ,, •- Oi,N!Q O O O N ^ Z Z (n _J J_ WI Qri W=DM 0 ri I LAJ � 0 a; II W 3� VI Q 0! W 0 Z<N U Z I.L W W F- a, z cn w J z ~ H 0 U � J U Q w Z U) 0 z � 01 > LLI Q J U 0, Q w V) W Z W H,�� Z��-O a Q U �W,MY mQ WU W W 0 3W CL LLI X _ � � Q V) 0- ■ U .J ■ I'M O .. N (D Q) U cn� (N Ui ,� N u 3 .� N 01 N N 0; cfl cD N LI J o 3 O O- 1 L c (D ° C� V) -C 0 LLI ° 6 � 0 z w 0 V) Z0� JW LLJ � Z V) Z Z0 OW IZ,T o " C. LEWIS No. 21621 orIAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=50.0' 08/25/04 SHEET: w /w t d