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HomeMy WebLinkAbout66-04 Shenpro, LLC - Office Space - Shawnee - Backfile (2)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 three, 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) 448-2000 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. Proposed development information for adjacent lot 64—A-45L was provided by the civil engineer for the proposed development of that site, Ms. Michele Carter, PE, of Carter Design (804)272-1146 5. Site Data: Parcel Area: 2.02 Acres 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— 91.00' Rear Yard Setback: Required— 0' Provided— 50.00' Side Yard Setback: Required— 0' Provided— 21.26' Maximum Building Height: Allowed— 35' Proposed— 30' F.A.R. Allowed— 1.0 Provided— 0.254 Building 1 Floor Area= 7,800 sf Building 2 Floor Area= 7,280 sf Building 3 Floor Area= 7,280 sf Total Building Floor Area= 22,360 sf Greenspace: Required— 15% (0.303 acres) Provided— 41% (0.827 acres) Impervious Area: Allowed— 85% Proposed— 59% (1.193 acres) Total Building Footprint Area= 11,180 sf Total Asphalt Pvmt. Area= 37,799 sf Total Concrete Pvmt. Area= 3.014 sf TOTAL= 51,993 sf 6. Parking Space Requirements: Property Line Setback: Required— 5' Provided— 10.18'+ Required— 10'(R.O.W.) Provided— 19.00'+ Parking Spaces: Required— (1) space per 250sf of Office Space 22,360/250= 89.44 spaces Provided— 92 spaces including (4) Handicap spaces Loading Space: Required— (1) space for 30,000sf-100,000sf of floor area None Required (22,360 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 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 (22,360 SF) T = 246 TRIPS; 50% ENTERING, 50% EXITING AM PEAK HOUR: 1.55 TRIPS PER 1000 SF (22,360 SF) T = 35 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (22,360 SF) T = 33 TRIPS, 17% ENTERING, 83% EXITING 2001 TRAFFIC COUNT FOR ROUTE 645 = 2200 VPD BETWEEN RT 522 AND RT 728 LEFT TURN LANE WARRANT: PHV = ADT x K x D 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 = 35 x 75% = 26 L = % LEFT TURNS = 26/412 = 6% FIGURE C-1-1.12 VDOT ROAD DESIGN MANUAL OPPOSING TRAFFIC = 138 ADVANCING TRAFFIC = 412 NO LEFT TURN LANE REQUIRED 64-A-45K INVIC LLC ZONED: MI EX. USE: COMMERCIAL INST.#: 000-02-6623 I �� milmoT = ililiLl E T HwAS-LA— EEM I TE'IL I T I T ME 11 E I T I I11M FREDERICK COUNTY, VIRGINIA 64—A-45I GROVE —MC COMAS LLC ZONED: MI EX. USE: COMMERCIAL INST.#: 000-03-29451 RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: nATF 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 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 1 " = 50.0' 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: 685 64-A-53 N/F CARL NESSELROD ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE I 84-A-52 EVELYN VIRGINIA VANMETER ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE 64-A-51 JANET L. & HARRY A. BYRAM ZONED: RA EX. USE: SINGLE FAMILY RESIDENCE DB: 362, PG: 360 - _t9 C. is .021621 MAI. ro 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 Go. 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 a. N.T.S. NOT TO SCALE j 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 PER0FOO . TRANSITION THE GUTTER OVER LENGTH( 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 v / 29, •,Ary ,, ^�^ 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 APPROVAL _ AIRPORT ROAD SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: office®painterlewis.com JOB NO.: 0310028 SHEET: August 25, 2004 1 /9 Latest Revision Date: January 10, 2005 c: SHENPRO AIRPORT TEMPORARY SEDIMENT TRAP SILT FENCE CULVERT INLET \� PROTECTIONVARIABLE I \\\ - ENDWALL ORIGINAL VARIABLE GROUND �"-� - - - - - - - - - ELEV. L J I 1.0' TOE OF FILL i -E CULVERT ' r VARIABLE 67 CU. YD./ACRE S I I "7 67 CU. YD./ACRE 4' FILTER ORIGINAL MAX. CLOTH GROUND (EXCAVATED) ELEV. o-,----, --- COARSE AGGREGATE CLASS I RIPRAP L - - J *SEE PLATE 3.13-1 0 0 TOE OF FILL 0 0 CROSS SECTION OF OUTLET SILT FENCE o 0 * DISTANCE IS 6' MINIMUM IF FLOW LENGTH (IN FEET)= } IS TOWARD EMBANKMENT 6 x DRAINAGE AREA L FLOW (IN AC.) CLASS I RIPRAP OPTIONAL STONE COMBINATION" DIVERSION DIKE 1.0' 1. 5' N * * Flow 2.5' COARSE AGGREGATE+ EXCAVATED FILTER CLOTHKY AREA * * VDOT #3, #357 OR #5 COARSE AGGREGATE CLASS 1 RIPRAP COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 TO REPLACE SILT FENCE IN " HORSESHOE WHEN OUTLET (PERSPECTIVE VIEW) HIGH VELOCITY OF FLOW IS EXPECTED SEDIMENT TRAP CALCULATIONS TRAP ID TOTAL TOTAL WET WET WET DRY DRY DRY TOP OF WIDTH DRAINAGE STORAGE STORAGE DEPTH STORAGE AREA STORAGE VOLUME STORAGE DE1(TH 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 ,1 c.71 c..f.) (2 2' 550 s.f. 1,085 c.f. 2' 550 s.f. 1,085 c.f. 3' 6' DIVERSION RIDGE REQUIRED EXTRA STRENGTH FILTER FABRIC WHERE GRADE EXCEEDS 2% 2 % OR GREATER NEEDED WITH WIRE SUPPORT"��� .. EXISTING PAVED ROADWAY OR WOOD POST FILTER FABRIC Tow SECTION A - A - ov NOTE: F, STRAW BALES / SEDIMENT BARAGS RIER SPILLWAY ORE HERBAPPROVED METHODS (STRAW BALE TYPE SHOWN) \ TO HANNELIZE RUNOFF TO BASIN - AS EQUIRED. 10 FT MAX. SPACING WITH SUPPLY WATER TO WASH IRE SUPPORT FENCE WHEELS IF NECESSARY. Q I At PONDING HT. PONDING HT. Q STEEL WIRE do FILTER FABRIC Q �� _��� _ WOOD POST ATTACH SECURELY 0 FLOWIRI.OIA 36" HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF Lli 9" MAX. Q 1x: (RECOMMENDED) 11 A A 2"-3" COURSE , Z STORAGE HT. WASHRACK AGGREGATE }" cr_MIN. 6" THICK a . g l 12" MIN. .. 12" MIN. O t' `~ e••a'.�.a ,a' �.x '' .±�^ a'� �„ 4"x6" TRENCH i WITH COMPACTED GRAVEL I BACKFILL Z \f DIVERSION RIDGE STANDARD DETAIL ALTERNATE DETAIL " W 70' MIN. p TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTES: PLAN 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. FENCING AND EXTEND IT INTO THE TRENCH. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED SEDIMENT OFF -SITE AND CAN BE PERMANENTLY 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. ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION SILT FENCE DETAIL WITH WIRE SUPPORT THAT DRAINS INTO AN APPROVED SEDIMENT TRAP DR SEDIMENT BAST". ENTRANCE/EXIT 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. NOT TO Sf'AI F AI111APTFf1 FRnM- 1 Qa9 ve Floc rntiTanl uetinannk ; n� 00 COMPACTED SOIL FLOW III- 1 \ I I I I \ I I I I \ I I I I \ I I I I I \ I I I I \ I I I \ I I I I I I I 1 1 I I I I 1 11 I I I � 1 I I I - TEMPORARY DIVERSION DIKE W �-ENDWALL, FIELD MITRE, OR END SECTION FLOW SLOPE=0.00% j D -III S1UNE 30 0 30 90 Scale 1 " = 30 ft V)m ti >♦ r r' Z Ljj Z O U CL U I O U � z O I w . _ Ln _ a • O Z I - s - ' -I /kN% 0 K-7 RM KIM VAP b o s \ \ V / J 0 0 Z 0 0 774 (Al j r 0 LJ _J W 0 Q Xz V) 0 W - L WQ QJ> W FW-" Z \ WIx�W0 A PROJECT DESCRIPTION j Preparation for the construction of the proposed project will include the rough grading of approximately two acres of land. a' Q Grading operations will generate, fill and cut material which will be utilized on -site. (The property DEVELOPER must apply Permanent Stabilization Of 2 Y WOOD STAKES OR for VPDES for construction activity through the Deptartment of Environmental Quality as required). The contractor shall stabilize all denuded land within 7 days after the end of construction. m Q V Permanent stabilization shall be applied to areas that are to be left dormant for more than METAL REBAR. W STRAW BALES Existing Site Conditions one year. During construction of the project, soil stockpiles shall be stabilized or protected W 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 t a-- OFFSET CORNERS most comer of the site. and permanent stabilization of all soil stockpiles on site as well as soil intentionally X Z 0 AS SHOWN. transported from the project site. The contractor shall establish vegetation on all areas not 0 3 W ° Adjacent Areas otherwise stabilized according the following specification: U a Q IX The site is bordered to the South by the Airport Road rights -of -way. The northern property line is adjacent to existing O _ LL_ single family homes. The property to the East is currently vacant and 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 DRAIN a b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf). GRATE d Off -site Areas SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) u n 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 U Erosion and Sediment Control Measures ■ Nurse Gross -(season dependent) LESS THAN 3.02 Initially, a 12'w by 70'l 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 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 - rn � E /� as conditions demand and repair and/or clean out of any structures used to trap sediment. All materials spilled, dropped, LAN May 1 - Aug 31: �. at o rn washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water German Millet 12 Ib/oc 98 85 a) N r- .N trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. or � N I I 3 N 3.05 Sift fence will be installed downstream from the construction area and maintained until permanent seeding has been Feb 16 Annual ryApr 30: cD PONDING HEIGHT STRAW established. Sift fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required GRAVEL repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment Mulch: 1.5 ton/oc small grain straw egross 12 Ib/oc 98 85 p E_ BALES C BALES a:.E_ ._ 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 UJ '.0-� U o a the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be J CO > u7 dressed to conform with the existing grade and stabilized. SEQUENCE OF CONSTRUCTION r .., (D 1. Establish the construction entrance. a) 2. Install diversion berms and silt fence along downstream perimeter of work areas. o _ 3.07 A block and gravel drop inlet sediment filter will be installed around the proposed storm water drop inlet immediately 9 p (n O O after installation. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be Construct temporary sediment traps. a) s s a 3. Clear and grub the work area. - removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design 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 DROP 5. Perform rough grading of the construction area. I E Structures shall be reimoved and the area stabilized when the remaining drainage area has been properly stabilized. INLET EMBED STRAW 6. Install utilities. LLJ NU I L5: - - - Plans zne exisung graae ano sraomzeo. 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. Any sediment deposits remaining in place after the berms are no 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) DROP I N LET longer needed shall be dressed to,'doMform with the existing grade 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 T soil shall not be laced oP P while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E 8 S Std 8 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 coinaide 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 he stabilized by permanent seeding in accordance with the schedule included herein. The OUTLETPROTECTION TABLE anticipated time for construction is November 2004 through May 2005. 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) 131 AS SHOWN 12' 0.5' 10 TONS 3.02 TEMPORARY STONE ' CONSTRUCTION @ .............................. . ENTRANCE 3.05 SILT FENCE 3.07 INLET PROTECTION 0 -0 3.08 CULVERT INLET PROTECTION -ROCK DAM 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY � SEDIMENT TRAP 3.18 OUTLET PROTECTION 3.30 TOPSOILING ro 3.31 TEMPORARY SEEDING �1 - 3.32 PERMANENT SEEDING I 3.35 MULCHING Mu 3.38 TREE PROTECTION Ey- CD Cn Z J W W::) V) Ow AXT H 0 D f o ,IOHN C. ✓ LEWIS No. 21621 0.4 �Ss10NAL Gti. SURVEY: C. L P-L, PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=30.0' 08/25/04 SHEET: 2/9 END PR. 2" SAN. FORCE MAIN W/ 2" TEMPORARY PLUG �x PR. MH-1 TOP= 722.00 \ � G J � INV. IN FROM B2= 718.60 PR. DI-1 INV. IN FROM POND=717.90 ® GRATE= 722.05 INV. OUT(8")= 717.90 INV. IN= 719.20 - v 1 JOINT OF 8"0 PIPE INV. OUT= 719.10 2.00' r'- \ MATCH EX. PVMT. o�U, /-21.21' ,;,a o WITH MEGALUG _ 18.00'--�t �15.00' �.7 ELEVATIONS w �� 00 om o RESTRAINT do PLUG, 147.93' °Ia� 5' PARKING.SETB4CK \\ EX. G4S ®ES- 1 100'R cn N 1 .07 . MARKERr / 74 1 - - N3+i 12.00 28. 0' s ,_;7 INV. OUT= 722.50 � '� N � 12.�.. 32.00' 28.00' 0 8"x6"x8"x6" CROSS K. o . - _ - UGE l - R. LT 6.00'-8" 0 SCH 40 PVC O 0.00% o. APPRX. LOC. -, o 5' PARKING SETB4CK OF EX. UGG o r - PR. - EX/.ST/NG (2) 6" GV 20'RI m N - _ _ 0 \ p - {�• o - - 16 00 ® 80.00' 18"0 RCP O 0.63% \\N` 1' NDC �� �- y /N!! OUT=721.70 / PR. 27.84'-6" \ N - \ y O. T.B.R w E 1 0 v c� J S9' SDR-21 WL TO � w .� a o 16 \V` Oil ,K� ,tc`f PR. STO�� FH ASSY. \ I $ v \ SIG AD0,0 •oo. 5'R ��. o I 5'R • DS / 1 5.R ; _1 - 15.00,Q 35' �'<J,`n / 20' WATER tik�4, _ PR. WATE 10' GUTTER lIEKilff �Z Y,.` LINE ESMT. �`' 15 R 14.63 ASPHALT 24•p0 AISLE LINE ESMT TRANSITION f. G-12 �?` � p $. a PARKING ---- \\� RAMP 'OO, cOALM O" �,L �5'R �� 24.00' AISLE o AREA PR. 6" SDR-21 PVC WL 9� + PR. WATER MINN BEND CONCWIDE f.f.E.. 4." N PR. 16.50'-6" SDR-21 -' J\\ <G / ,��Op r, PR. 20' WATER �, GUTTER WL TO FH ASSY. #2. WALK m o \\ \ Ov o \\ s ��� �. �. FH ASSY. 10' GUTTE LINE �SMT. TTER TRANSITION 4.5'R GUTTER ° \ oo. TRANSITION TRANSITION �. G-12 >Y g� #PR. LT 4` 2.94 ^ T T TRANSITION Jo a v o Z a \ o RAMP '` �yQ o R LANDSCAP 4 5 R 1 �3 �y�'c+ d' 5'R l O r 'O a 4.5'R ISLAND FH ASSY. ---- , o D D _ cn m o 10'R f �� °° c.+ I - #2. z o Z ASPHALT D o o o--31. -- - Z n; !O PARKING /� r o T 0 3.5' WIDE _ ---- " -- � v �,p (2) 1 1 /2 I PR. g' WIDE m \ 6 0'1' r\ 35'R�9`( ` `_ AREA 25 R ,• WANK WATER METERS 60 colic. LEAD m x o o 24.00, WALK ^' 9P DS . AISLE ,. ---- - -- - `� \\ y9 ES- DS r'o. NV. N=1724.00 , • 0.00 o ASPHALT Z n CG-7�• 4' WIDE \ 3.5' WIDE PARKING �� O o O\� � VALK \. CONC. AREA r' -�0 --- v> �i� , c .11) f 1 1 /2• WALK \ WALK 9�TYP 1/2- GUTTER • ti TY �� �%► "K" TRANSITION � \ , - " P _------- -- - 5'R Op COPPER "WL 49'RE 1) ) 10 COPPER WL 15 g DS PR. CO \\ - v> o CA �. 24.00' -- TO BLDG. - - Y O vy� ` �`L�`'S�F TO BLDG. s (�'f�/ AISLE o INV.= 720.41 �O\ do ls� EXIST/ ,L`LO z� P �" 10' GUTTE $9m PR. STEPS 10 $' M PR. 15.86'-4" SDR-21 PVC O� O O INV /N=7?4.4,3 TRANSITION S SAN. LAT. O 2.08% (LH. CG- VIP PROVIDE 2' - � flQa: % (3) 6" RISERS w r.� pp ND `� WIDE CURB CUT k� ATER 2 12" TREADS II 20.00' °tea o DS LOCATIONS ARE APPROXIMATE. oo ETER f.f.E.. %2d.�1 O L.._-- 9.00' (TYP•), , � 24.00' � o '� AND 2'x3' CONC. (NP') _ PARKING AREAS THROUGH CURB. c„ . DAYLIGHT COLLECTION PIPES IN PAD FOR STORM p. J --_- -- 20.; AISLE WATER DRAINGAGE. 1 ° C SIGN 00 N Lp --\ --- l►� x • \ 'Sp 5R ° ° LANDING - DS - -0 16 �`L� 106.00' •yO ��A, L 1 � NDC � HC RAMP . � : CONC.IDE LANDIN 10.00 (TYP•) 2•�' \; UG moo�6, 45 LEAD WALK '--------- -�-- OFf�E N ASPHALT -- ASPHALT -IOHT 2 00- 1' ND $� AL C SIGN PROVIDE 1' CHAMFER PARKING "- �° \ U PARKING AT ALL CONC. WALK AREA. 3� AREA 3.5' NIDE INTERSECTIONS. (TYP. AREA ��E AKA,,,,,t / x til CONC. __ �- / �9 �1z WALK a currER ----- 18.00' F.F. • 72(!<.40 PR. RIGHTS �y ` 1 �11P TRANSITION 31'� R TURN LANE s pp 2 S� 2.5 BEN �. o TRANSITION [-(Tyr.) .o ,gyp. �� / R. CO PR.- F� �. ya--) r = 723.00 4.5'R 4.5 R 4.5' WIDE i CONC. o DS - - - S = - WALK o Ole/ \\ O / 0CA 6°� pR 020- a 31.00 LANDSCAPE ISLAND pR, g• WIDE ^, CONC. LEAD 1 CCIDS rn o WALK�®R. EW-19y, \ O PR. CO INV.= i }-20.00'-18"0 RCP O 0.50% N co 0 40 o PR. ES-1 I INV. OUT= 718.00 "A7 N 0 I�- :� O v U I C) QD Q o 0 w Z PR. SAN. MH 1 q ^ni TOP= 723.70 k (� 2" INV. IN = 720.29 FORCE MAIN) 4" INV. INV. IN= 72013''(LATtRAL) 8" INV. OUT= 719.70 0.00' C J J U Q Lr. Z w N O 0 o Z > ui PR. 27.02' 4" SDR-21 PVC V O SAN. LAT. O 2.08% w W Z 0 0o PRO. SAN. MH (BY OTHERS) _ W � (n TOP= 724.00 Z O -- p 10'R 2/ INV. IN= 722.00 3.5 WIDE V � _ - -- --- - � WALK I 8" INV. IN= 719.12 (MH 3) a �o R. LT WALK W \\ - y WALKCONC13.00 "' 8" INV. IN= 719.12 (MH 2) 2.83'N. 15.00 ® I 8" INV. OUT= 718.92 (BY OTHERS) m � V 1 5'R 5'R PR. DUMPSTER AREA �, . 3'R � 0 PR. SAN. MH-1 W W \\ SEE SHEET: 9/9'' cn o o `'' TOP= 727.00 Z ,R �o k� FOR DUMPSTER o - S------- - -- 4" INV. IN= 720.54 (LATERAL) x 5' ti ' LAYOUT AND 70.00 PR 8" INV. OUT= 720.21 U 3Q W PR. 40' LONG JACKCONSTRUCTION DETAILS. _ O ESM N. - - -� w o �� � 21.26° SEW. 23.16' � • o �_2' GRAVEL 0o 00 00 16.06' O LA_ AND BORE SECTION •�► � - UNDER AIRPORT ROAD. \ SHOULDER �0� ® 115. \ 13. 1 ' 0 5' PARKIbV SET&1CK MATCH EX. PVMT. CD T --r- \ ELEVATIONS 1)� 7 ' - _- 5 PARKING SET&ICK - - O \ 1 �' $� ■ PR. 8" CONNECTION T EX. 12" WATER MAIN. \\ TAP BY F.C.S.A. APPRX. LOC.- 30 x 30 STD. \\ OF EX. DITCH M CENTERLINE \\ \ O \\ \ \ 0 af STD. U-CHANNEL POST z 0= z \\ I APPRX. LOC. � � F_ 54 \\ OF EX UGG \ F_ Q ` Ld z � EX. LANE RTE. 645 F � 14' OUQ) D ��-----PROP. GROUND ,, , 30\ ` CROSS SLOPE = 1/4": 1 MIN. 30 ............. .................................................... . \\ ............................................. ............. 30" � 1.5" SM-12.5 \\ I 3" BM-25.0 NOTE: COLORS SHALL BE AS FOLLOWS: 8' 27) 12" WHITE LETTERS AND BORDER ON COMPACTED SUBGRADE NOTE: PROP. CO RED BACKGROUND. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. TOP= 727.9 PAVEMENT SECTION WHICHEVER IS GREATER. F6" INV= 722.0 "STOP" SIGN DETAIL �\ SITE ENTRANCE TURN LANE °Ro NOT TO ALE \\ ` \ NOT TO SCALEsou ems• E( GAS' 'QS� \\ MARKER ? 20 0 20 60 Scale 1" = 20 f t UNDEAS ND \\ UT1L/TY STUBS ■ J o ■ a _ ' _ N � w O � CY) O o_ N 00 1 � N I 1 3 N (,4 Q) V) v •° co c° a) w W o' 00 .Q 41 -� `�>�Lo® �� m �� (n 0 O o W w U N U v '- ~ w o a a. � Iv z 1- w -I w I � :Z Z0 ' C)w tiTH OF' Yj•� o HN C. LEWIS No. 21621 O O w� S ,4 �.,'; �SSIONAL SURVEY: P-L, PLC 2' DRAWN BY: JOB NO.: (I SS 0310028 SCALE: DATE: II 1 "=20.0' 05/11 /04 II SHEET: 3/ ` + ® I ILhy� *'r�r! IL�i*h l PR. MH-1 TOP*yj;2.00 LLLJ Z \ +3 TCH IXMT. . PV. � \ rAPPRX. 724.00)' \ „ . * �h * mod) •+1 INV. IN, FROM B2= 718.60 / O DI-1 ' INV. IN FROM POND-717.90 + + Q INV. Ol(8')= 717.90 6 TE_ 722.05 ®i IN= 719.20ZO N f 28.26 728. a z + fir, / INV. OUT= 719.10 -. - - _ N Z W © \ TC�HP n Tim 2 L+ I } \ _ 1p I \ PR. ES-1 \ N m \ 2 / 20.00'-I! R� 18'AP A 0.50r O Q \ I A INV. OUT= 722.50 + - - 72 UGE J 6. " 112 0 PVC A 0. art tr, ®E$ 27.20 7 \ _ Q ,+ INV. OUT- 718.00 \\ \ +� + + - / /4h• \ ® 00'-18"* RCP O 0.63 Co � . 725. _ _ +.' � 726.10 ' / � 1724 \ �722.81 Q r HP \ 725. \ \\ \ \ �_ --7-- OFF 727rcE 26.40 oiP / / . 727. 7 I (Z j O q r0 �_' / 27.74 726. / I � f' / !v G 28.23 I F.F. 4.70 t. \ \ �•$, 26.23 724. 727.1 O 726.60 24.36 %1 I PR. S10RAION 1 WATER DETENTAREA T INSTALL IN (ACCORDANCE WITH THE � � \ I \ r? �• 727. * \ 724.42 PROPOSED AD SHOWN. ' `i 1 ��►' 27.9 / 725.43 4 725.65 i + �7s r PROVIDE A OST NE -LINED EMERGENCY SPILLWAY AT ELEVATION 720.50 GENERALLY 4.70 -1 AS SHOWN OIN THE PLANS. 'ft64 725.1 Ito\ SEE RIP RAP ',DETAIL ON SHEET 2. ^ 1 7.83 727.1 ' \ i I 11 ♦^ TCH EX. 7. I r I I Oo V / rAPPRX. 726 INV. IN= 724.00 727. 728.1 0 \ 727.3 727.56 ' \ Th[r3 +3 W + k �727. 723.64 \ 2 724.70 \ 7 s o. PR. S EPS i + t\, FLOOR w""e• O+ (2) 2 T J1DS� \ 727. 27.74 f.f.E» %�.+ 72700 LAN ING^w ti j f 1 W / /� 6.40. + 4� j 724.25 �1 M H O o j`JI" '�` \ A2tl. , 726.90 725.12 \ \ 727.3 - � 724.16 724.4a ` .y 727. - - KRUM 72a.07 � , �f i V ' I I w V) 5 727.18 26.34 / 726. I 0 AL 726.1 727.1 26.52 26 + + (� 0: ? W Z \\ \ UGE .51 ! li ` \ * 4+J+ W VO® Z 1 726. 7INV. IN= 722.CL I728.1 27.5i728.74 VY 4 - -a4614 72s.33 / 72 - m 7 U \\ vv + 726. W 727.54 726.14 + 1 W 726.20 726. W 728.58 Q W 26 726 -�-� ., 26.40� 727. 0 LL i - - 28.50 728.1 7�4 / rATCH IX. PVINT. s � � • APQRX. 728.45) \ a. �, E � rn U 1 , \ / \ � (n NLO 3 v CND N a-+ * b j % Oq O1. a 14 70 O p 1 \ j U U p --- i \ i 20 0 20 so Scale 1"= 20 f t \ --- ---- - 0 C/, Z It J W � W Z 0 0LLJ Z TH 0 � f� O G� • r o � HN C. LEWIS No. 21621 IONAL SURVEY: C.I.: P-L, PLC 2'/1 DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: I 1 "=20.0' 05/ 11 /04 SHEET: 4/ + • I ►�/�� wwwwwwwwwAT �1I►rrr�r�r•7.1.���r....._ _ •�. FE P 4.70 rwv' CURB STRIPE (TYP.) FF -�PROP. FIRE LANE r •�-13, MW FLs T (2 '' F001�,'RIN'1' ARM 3.t 50 \ �f V�' • // D Pei Ns /! TORN F.F1,72�.40 FL CBO .00 \\ s PROP. FIRE LANE \\ \ AVG.PROPH .= 2.5' BERCBo FLS CURB STRIPE (TYP.) - f (4)IC 75)JH e' 7. \\ MASS PLANTING OF (JH) I { pY i J Juniperus horizontalis o CB 'Plumoso' (TYP.) o (9)ICD Pyo _ _ Cp CC - — ---- -- CP o 72E --- - o \ (4)VP � (3)RC NSA (9)IC S 20 0 20 0 �� ` . . . . . . SAr"21-w—--3M13' -- -- -- -- - _____ -- Scale 1 " = 20 ft \ LANDSCAPE REQUIREMENTS: Parking Lot Landscaping: Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area Required Trees: 51,993 sq. ft./2,000= 26.00=> 26 trees Provided Trees: 26 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: 37,799 sq. ft. (x) 0.05= 1,889.95 sq. ft. Greenspace Provided: 4,382 sq. ft. (or) 11.59% (1) Tree Per 10 Parking Spaces Trees Required: 92 spaces/10= 9.2=> 9 trees Trees Provided: 9 trees Zoning District Buffer: A category "B" buffer against adjacent RA zoned, single—family residences. Required Buffer: 25'1 inactive buffer 25' active buffer 225' Full Screen (3 plants per 10'= 67.5 plants) Provided Buffer• 25' inact•". buffer KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CB 5 Carpinus betulus European Hornbeam 2" cal. see plans CC 8 Cercidi h Ilum 'a onicum Katsuratree 2" cal. 25' o.c. CP 2 Crataegus phoenopyrum Washington Hawthorn 2" cal. see plans ICD 1 69 Ilex cornuta 'Dwarf Burford' Dwarf Burford Chinese Holly 36" height 4o.c. JH 135 Juniperus horizontalis 'Plumoso' Andorra Creeping Juniper 3 gal. cont. 36" o.c. NS 10 Nyssa 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 Fula 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 phoenopyrum Washington Hawthorn 6' height see plans FI 5 Forsythia intermedia Border Forsythia 4' height 6' o.c. IC 1 21 1 Ilex cornuta 'Burfordii' Burford Chinese Holly 4' height 6' o.c. RC 10 Rhododendron cotowbiense Catawba Rhododendron 4' height 6' o.c. TC 18 Tsugo canodensis Canada Hemlock 6' height 10' o.c. VP 14 Vibumum plicotum tomentosum I 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 ALL SHRUB BEDS TO BE COMPLETELY mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch EXCAVATED OF ALL EXISTING SOIL uniformly over beds. Trees located within four feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede surface drainage. TO REQUIRED DEPTH AND BACKFILLE 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: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE —DOUBLE STRAND TWISTED 4" MULCH 3" SAUCER AROUND TREE ----�_ EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING — 6" MIN. HGT. UPRIGHT STAKES EXTENDED TO FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP &- ROPE FROM ROOT BALL. TREE PLANTING SECTION V) Z >O W t I j NOTE: 1. TREES AND SHRUBS REQUIRED FOR Ln (n Cn m W 5 ~ U Z O Ld C) >_ U w C� Z Q z � z � a- I Ln Ln cti o ►�- -o L c� o THE ZONING DISTRICT BUFFER HAVE in BEEN PLACED TO AVOID CONFLICT Z WITH THE PROPI UTILITIES AND Z Z THE STORM WATER MANAGEMENT POND LOCATED WITHIN THE PROPOSED 50' W LANDSCAPE EASEMENT. a 2. EVERGREEN PLANTS SPECIFIED FOR Q THE ZONING DISTRICT BUFFER SHALL 0 W REACH A MIN. MATURE HEIGHT OF 6' W Z AND SHALL BE PLANTED AS TO Q PROVIDE AN OVERLAPPING, CONTINUOUS _5 Z EVERGREEN SCREEN. W H cn { w J f- { J V Q cr- Z f W W 0 Zp > WQ J }}w F— WH�— =) W (n U Z O mQWU F" W W O 3W LLJ 3 = W W Q (� CL J ■ a�T04na O 0) FIRE LANE REQUIREMENTS: 41 1 N `-4 `n L .N 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. N N N v coo 1 2. FIRE LANE DESIGNATION SIGNS SHALL BE 12"x18" WITH A WHITE BACK c GROUND, AND 2" BLOCK LETTERS IN RED STATING: "NO PARKING FIRE W I °' (n •— LANE". ALL OTHER SIGNAGE MUST BE APPROVED BY THE FIRE MARSALL. a a� 3. FIRE LANE DESIGNATION SIGNS SHALL BE POSTED ON ALL CORNERS It N O OF FIRE LANE, AND WITH A MINIMUM SPACING OF 50' APART ALONG THE W r =a 'vE—, _ REMAINING LENGTH OF THE FIRE LANE AREA. SIGNS SHALL BE SET AT A MIN. HEIGHT OF 66" TO THE BOTTOM OF THE SIGN. �` w Q a 0 U) NO Z 12" x 18" STD. � PARKING w W LANE Z O5 W Co 66 STD. U-CHANNEL POST ° �LT H —PROP. GROUND u: --�- JO L I 9 SOIL MIX ' o. 21621 30 NO -°� PARKING o��ssIONAL�� FIRE SURVEY: LANE P—L, PLC 2' II I DRAWN BY: JOB NO.: ` SS 0310028 SCALE: DATE: "MIN."NO PARKING FIRE LANE" SIGN DETAIL 1"=20.0' 05/11/04 NO SCALE AS SHOWN ON PLANS .................................. ... 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) EXP. JT. MAT'L 4" CRUSHED STONE -J TYPICAL SIDEWALK DETAIL OT TO SCALE �II=11 13 6„ 2'-0„ CG-6 "- COMBINATION 6" CURB & GUTTER N I (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 6" ILI I , a 6 1 7" TT1-- - EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 3.5' (OR AS SHOWN ON PLANS) I I.. CG-6R 2'-0„ COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE F GUTTER TYPICAL 1' NOSE DOWN CURB NOT TO SCALE I" NOSING (TYP) 12"- 2" SM-2A 8" 21-A COMPACTED SUBGRADE TYPICAL SITE PAVEMENT DETAIL NOT TO SCALE 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. 0 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. • -� REQ'D PER STND MANU. PROPOSED GRADE " MIN. I I _ I I a Oro . �_A 3" (MIN.) 24" DIA 4-#4 REBAR-3" MIN. CLEAR I- CONCRETE(3000 PSI) 8" #5 REBAR 0 8" CC EACH WAY 4' BY 4' CONC. BASE _ITHONIA BV2 250M R3 208 RPB12 SF DDB" OR EQUIVALENT NGLE 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" GENERAL NOTES: nested (2') Virginia Department of Transportation 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY � m Staunton District , � •,, , Rev. May 1,' rict, OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE 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 2" SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, F5" RURAL HIGHWAYS AND 45 MPH IN DEVELOPED V1. All work on this project shall conform to the current editions of and latest revisions to VIRGINIA, WHERE APPLICABLE. URBAN AND SUBURBAN AREAS. the Virginia Deportment 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 Ld Z 11 i i; i - _ state, federal or local regulations. In case of a discrepancy or conflict between the - NOTE: COMB. CURB AND GUTTER HAVING A RADIUS 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, Standards � O or Specifications and Regulations, the most stringent shall govern. 1"R OF 300' OR LESS (ALONG FACE OF CURB) SHALL PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. T BE PAID FOR AS RADIAL COMBINATION CURB AND V2. All construction shall comply with the latest U.S. Department of Labor, Occupational V) U .a (� PAVING AND CONCRETE: • GUTTER. Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) 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 o z W CONCRETE TO BE CLASS A3 IF CAST IN PLACE, CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A _ W PSI-4000 IF PRECAST. V3. When working within VDOT right-of-way, all traffic control, whether permanent or SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. O temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Q THIS AREA MAY BE CONCRETE WHEN IN COMBINATION MOUNTABLE CURB AND 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,. CQ-6R, #ND AT THE OPTION OF THE CONTRACTOR GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS V4 The developer shall be responsible for relocating, OR STANDARD CONNECTION FOR STREET INTERSECTIONS p p at his expense, any and all utilities, OF VDOT. -- O - THE BOTTOM OF THE CURB AND GUTTER MAY BE TO HAVE THE MOUNTABLE CURB CONFIGURATION including traffic Signal poles, junction boxes, controllers, etc., owned by VDOT or private / CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- 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 O 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 SURFACE COURSES PROVIDED A MINIMUM DEPTH WHEN THIS STANDARD IS TO BE TIED INTO EXISTING _ Q VDOT a 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 \ C� OF 7" IS MAINTAINED. 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 o -- - - 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 CG-7 incurred as a result of any field revision shall be the responsibility of the developer. COMPANY. Z COMBINATION 4" CURB & GUTTER V6. Prior to initiation of work, the contractor shall be responsible for acquiring all 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. NOT TO SCALE necessary VDOT land use permits for any work within VDOT right-of-way. Z W 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS (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. V 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY Z 0 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 rior to an re uired or re 'ns ect'on CONTOUR INTERVAL OF TWO FEET HAS BEEN ESTABLISHED FOR THIS PROJECT F- ' Y' •• PR. STREET OR p y q q p 0 AISLE APPROACH TO 2"R � Z CG-t t� BE THE SAME AS 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 N MAINLINE ROADWAY. I NI d�< _ �...�r•'^""� from the adjacent public roadway via a construction entrance that is constructed and (RADIUS TO BE AS maintained in accordance with Section 3.02 of the Vir inia Erosion and Sediment Control 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF I wl alp SHOWN ON PLANS) - �. 9 :SIDEWALK TO BE AS I 1 �0 CLASS A3 _ Handbook. Furthermore, access to other properties affected by this project shall be STONE PAVEMENT, WHERE APPLICABLE. V J V ON PLANSJ___� _ I -4W (H.E.S.) maintained through construction. The Developer shall have, within the limits of the project, Q ---- CONCRETE 1 I W 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 (n Erosion and Sediment Control who shall inspect erosion and siltation control devices and EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. D F Z ' SECTION C-C measures on a continuous basis for proper installation and operation. Deficiencies shall be 0 �� B 8 promptly rectified. CONSTRUCTION NOTES: W Z 0 EROSION AND SEDIMENT CONTROL: � � RADIAL COURNAT0N ® CONSTRUCT GRADE CHANGES WITH A V10. Contractor shall ensure ade uate drains a is achieved and maintained on the site 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY Z 0 CURB do GUTT R PARABOLIC CURVE. T (ST'D. CG-6� during and at the end of construction. 9 LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT ®WHEN THE ENTRANCE RADII CANNOT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. I ® 6" ACCOMMODATE THE TURNING REQUIREMENTS t{ _ 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 EXPANSION JOINT A� ' OPTIONAL- WITHIN THE LIMITS OF THE RADII SHOULD BE drainage facilities at conflict points. PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES AND V 0 W FLOW LINE INCREASED TO 7". THE VA ROUTE 645 AIRPORT ROAD R-O-W ' WHEN STADARD CG-11 IS USED FOR ( )• W � ' I. NOTE: WIDTH "B"= 2'-a" ENTRANCES BUILT IN CONJUNCTION WITH V12. An unusual subsurface conditions e. unsuitable soils, springs, sinkholes, voids -I OR AS SHOWN ON TYPICAL VDOT PROJECTS, PLEASE NOTE THE y ( g ' 3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY 30 DAYS. THE ~ SECTION. PLAN VIEW FOLLOWING: caves, etc.) encountered during the course of construction shall be immediately brought to ( ) ►- (, 10' MAINLINE PAVEMENT SHALL BE CONSTRUCTED 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 8X MAX. D TO THE R/W LINE (EXCEPT ANY SUBGRADE design can be determined by the engineer and approved by VDOT. OF CONSTRUCTION. EDGE OF SHOULDER OR-PARABOLIC-1SLOPE CHANGE _ OPTIONAL FLOW LINE CURVE STABILIZATION REQUIRED FOR MAINLINE PVMT. M 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 MAINLINE ROADWAY e 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 (.� 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 NN ® REPLACEMENT PURPOSES. I.L. ex 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 testing shall be performed in accordance with all applicable VDOT standards and 40' MIN. FOR ® WHEN USED IN CONJUNCTION WITH STANDARD g p pp MIN. STREET CONNECTION CG-3 OR CG-7, THE CURB FACE ON THIS procedures. 5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL W (n 0 STANDARD IS TO BE ADJUSTED TO MATCH THE MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL 20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION. DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL COMMERCIAL ENTRANCE V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches 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 0 Q *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 Z 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, HIGH (MORE THAN 1500 VPD) 0% 3% BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF '^ OPTIONAL FLOW LINE MAY REQUIRE WARPING OF unless specified otherwise. ( MEDIUM (50D-150o VPD) <3% 6x POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS �/� LOW (LESS THAN 500 VPD) <6% 8% A PORTION' OF GUTTER TO PRECLUDE PONDING W V OF WATER. V15. VDOT Standard CD and UD 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. in a, <t CONNECTION FOR STREET INTERSECTIONS V16. The installation of any entrances and mailboxes within any dedicated street � _ 2 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 V VDOT 2001 STANDARDS NOT TO SCALE THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE W LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. F- LiJ V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement � Z W 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 o account receivable basis following the Manual On Uniform Traffic Control Devices. w 0 Q UJ SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. VAN ACCESSIBLE SIGN V18. The developer shall provide the VDOT Residency Office with a list of all material W 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH ANQ _ li sources prior to the stdk''of construction. Copies of all invoices for materials utilized within 'rl'•;'.�;' a O ---12" x 18" STND. STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER 5' D' W END OF STALL - any dedicated street right-of-way must be provided to the local VDOT Residency Office I tl. Q t RESERVED RESERVED STRIPE OR CURBING prior to acceptance, of the work. Unit and total prices may be obscured. REPRESENTATIVE FOR FUTURE FINISH GRADING. PARKING PARKING 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR V19. Aggregate base and subbase materials shall be placed on subgrade by means of a WHITE PAVEMENT MARKING AND APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE ■ » mechanical spreader. Density will be determined using the density control strip in 4 WIDTH LENGTH AS PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 STND. U-CHANNEL L Z accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL POST VAN SHOWN ON PLANS. certified compaction technician shall perform these tests. Certified copies of test reports ■ ACCESSIBLE d WHITE SYMBOL PER ADA shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone ENGINEER. 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 during the construction and testing of the density control strip. W WITHOUT PERMISSION OF THE OWNER. n rao- aoo FY iioi -a o a_ .-� EO row-AwArzac t ANMYZOE WHITE PAVEMENT MARKING, V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" O r` v 4 WIDTH, 2 CC; 45' ANGLE VDOT Road and Bridge Specifications. Density shall be determined using the density control v Lo t` TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL L cal . strip as specified in Section 315 and VTM-76. A certified compaction technician shall ,- I VAN HC 11) SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. V N I 3 perform these tests. Certified copies of test reports shall be submitted to VDOT daily, cv N Iv ACCESSIBLE SIGN unless specified otherwise. A VDOT representative shall be notified and given the opportunity tD LD PROP. GROUND SIGN 8, 8, to be present during the construction and testing of the control strip. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. v v '� Ln c . OR 5' V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) � ®� a NOTE: inches and larger shall be explored below the bottom of the excavation to determine the J > � Lo HANDICAP SIGN DETAIL ALL CONSTRUCTION SHALL CONFORM TO ADA type and condition of the foundation. The contractor shall report findings of foundation MISCELLANEOUS: s exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA ��+ � a) _v 4-- NOT TO SCALE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise FIRE MARSHAL. `i. U° _ o PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX unsuitable foundation is encountered, the foundation design and/or need for foundation a •Fn _ TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL stabilization shall be determined by the engineer and approved by VDOT. 2. ALL BUILDINGS AND ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE UJ (0 v a) v 'o BUILDING CODE (V.U.S.B.C.) AND SECTION 304, USE GROUP (8) BUSINESS OF THE B.O.C.A : E SIGNS MAY BE PLACED ON BUILDINGS WITH V22. Approval of these plans shall expire three (3) years from the date of the approval NATIONAL BUILDING CODE, 1996 EDITION (NOTE: IBC 2000 CAN BE UTILIZED THROUGH w CONSENT FROM BUILDING INSPECTOR. letter. MODIFICATION). PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans 3. THE MAXIMUM SLOPE ACROSS THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED A R LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. and/or as specified by VDOT. 2% GRADE. ALL REQUIRED EGRESS FROM THE BUILDINGS SHALL COMPLY WITH C.A.B.O. Al 17.1-92. 0. PARKING LOT STRIPING DETAIL V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on 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 O BUILDING CODE. W 5. CHAPTER 17 OF THE B.O.C.A NATIONAL BUILDING CODE, 1996 EDITION REQUIRES THAT THE J L'J STRUCTURAL PLANS AND ANY SPECIAL INSPECTIONS (SOIL TESTING, CONCRETE, STEEL, ETC.) V) Z SHALL BE PERFORMED AND PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE Z O COMMONWEALTH OF VIRGINIA. ALL RELATED DOCUMENTATION SHALL BE SUBMITTED TO THELUU1 O Z BUILDING DEPARTMENT FOR PERMIT AND APPROVAL. O Ld �y 6. A PERMIT SHALL BE REQUIRED FOR ANY BUSINESS SIGNS AND/OR POLE LIGHTS IN THE 'I PARKING AREA OF THIS SITE -,,ITH 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 OBSTRUCTION FLAG (4'x4', WHITE AND ORANGE 1'xl' CHECKARD PATTERN) AND/OR AVIATION " HN C. LEWIS 9 RED OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE LOWERED AT NIGHT No. 21621 UNLESS LIT. 9. INTENDED HOURS AND DATES OF OPERATION SHALL BE COORDINATED WITH THE �0�, WINCHESTER REGIONAL AIRPORT OPERATIONS SUPERVISOR NO LESS THAN TWENTY FOUR �s`s10NAL 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 I 1 4 STORM SEWER CULVERT PLAN Al -A2 , h 4 PR. 72.00'-18"0 RCP CULVERT ® 2.08% I AIRPORT ROAD U -- - - - Q _2 50 0 50 150 Scale 1 " = 50 ft STORM SEWER CULVERT PROFILE Al -A2 SCALES: (H) 1" _ .0' (v) 1 5.0. q 1 (n (n 8 LO 9 O O N O n o ~ II - 00. + z _Cq +? 10+00 11 +00 STORM SEWER PLAN 1193-81, B4-B1 \ ! � PROP E[ %f' \\ BUILDING 1 3 11F_-�;m � PROPQED I( BUIk0ING 2 \ `• 00 PR. 20.00'-18"0 i RCP ® 0.50% \ PR. 6.00'-8"0 SCH / 40 PVC 00.00% PR. 80.00'-18"0 RCP 0 0.56% 50 0 50 150 Sccle 1 " = 50 ft 0 I � I DI-1 2' 7- NOTES J, B 8 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 JB END ON OULET END -SECTIONS LUGS TO BE 'IGOT END ON INLET END SECTION HUB END ON OULET END -SECTIONS L21/2"x21/2"xt/4" CAST WITH COLLOR DI-1A. SPIGOT END ON INLET END -SECTION A A 10'-4"LONG CAST GALV. X WELD ALL IRON STEEL 2. THE "H" DIMENSION SHOWN ON THE STANDARDS -JI N ^ AND SPECIFIED ON THE PLANS WILL BE MEASURED X X � i I CONNCETORS 86t r 3 Les. 43.e FROM THE INVERT OF THE OUTFALL PIPE TO THE CONCRETE TO BE ~ `" TO COLLOR I OPTIONAL -- -- - CONCRETE TO BE ONE WELDED NCLUI)W INCLUDING LUG _ BRACE RIBS TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE 4000 PS MINIMUM L4000 PS MINIMUM APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND _.._.__�--__ _ JOINT 71/2"x11/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY PLAN - 1/2"x4" STUDTHE CONTRACTOR FROM FIELD CONDITIONS. MIT- I._ SHEAR CONNECTORS PLAN it 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS _DIAMETERDIAMETER s' 2'-a- 5" 91/2' -,�- 12'�' TO BE SHAPED IN ACCORDANCE WITH STANDARD N OF PIPE --- _C--- " D - OF PIPE IS-1. THE COST OF FURNISHING AND PLACING ALL z PLM 3/8" MATERIALS INCIDENTAL TO THE SHAPING IS TO BE O (WIATE REMMU) SECTION 8-8 INCLUDED IN THE BID PRICE FOR THE STRUCTURE. . - FAK■tlC t 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE COLLAR DETAIL 21/2' IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, (Y __-_---fl--- -- } DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED -E 4'-2- �` CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR --TAW LINE- 2,-7" � I PONDING OF WATER IN THE STRUCTURE. THE COST SECTION X-X END VIEW SECTION X-X END VIEW ' OF FURNISHING AND PLACING ALL MATERIALS Y i IC 3"0 WEEP HOLE INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED �� �Lli E�iiNi� E.imK>• � E�Git� �Il• �tiii EffiKl• �3Cli �i �K1• �� ��f1K11/ �Ci Eiffi� It�i� SJC�i ��N�ila<1K7•�C]N�Ii1311 LY<�,LYEJC ��Q�lr�[Js?Il7i]/EIG�i/lli� diE3Cj� l�:�i �l�ii EL^�i E16I1� rLiii �J?l�7ll i �l�li �I� ��Kl• �il� E1a11lJi R.d�76Y lii"i� �3� tip E�iNi� �JNi �Jl�ii ElC7N� E3i� �� Egli E�3� tN6i� Ef1I� I�']I� �I>• �]K� fillfi L1K� Rit�+ai EJC� "jam �®r3i [7�Dc i� I�JLiI1L3i L]�: �L�i �9Ci� IlS.'ji ��i lE1r.4ii E;� �L11 �iO1�ai tJCi� I�.'�II� �� � IEiiesiil� SJC3N� ii"JN� a a a. a COLLOR 4" DEPTH AGGR. #68, IN THE BID PRICE FOR THE STRUCTURE. H o N 2' MIN. #78, OR #8x6" WIDTH �Z; . 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 12",15",18',OR 24"3• D w N N iv n 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. C a ► ' . 7. 4x8" SMOOTH DOWELS AT APPROXIMATELY 12" 'k- •r " n C-TO BE PLACED IN ALL AREAS ADJACENT TO Jir.l ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN c C SECTION A -A N E PROVIDED - -----flAY LINE---- CONCRETE QUALITIES FOR MINIMUM DEPTH 4 ULU OF DOWELS A 2 x4 NOTCH MAY B SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. w AMU -- �-- NOTES: 12" CONC. PIPE-1.440 Cu. Yds. CONCRETE 15" CONC. PIPE-1.528 Cu. Yds. CONCRETE 11/2" 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC --8-- - PIPE FLENGHTS SHOWN AN PLANS ARE 18" CONC. PIPE-1.620 Cu. Yds. CONCRETE o 1" _ 1 2" HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL GAGA BASED ON END -SECTION DESIGN SHOWN 24" CONC. PIPE-1.817 Cu. Yds. CONCRETE SE(,TION D-D WIRE, MINIMUM WIRE DIAMETER 0.0NUMBER 4 vExr ON THE LEFT. IF THE CONTRACTOR ELECTS ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE ---- --- TO USE THE ALTERNATE DESIGN SHOWN ON 3/4' * 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 DETAIL STANDARD DROP INLET GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI. SPECIFICATION » » 12 - 2 4 PIPE : MAXIMUM DEPTH (H) = 10> APPROXIMATE WEIGHT CAST IRON 10. ANY ALTERNATE METHODS OF ANCHORAGE REFERENCE FLARED END -SECTION FOR 12"-60" CONCRETE PIPE CULVERTS 10201 . GRATE 363 t 18Ibs. MEETING THE APPROVAL OF THE ENGINEER MAY BE NOTTO AL 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-B3 -- - --- ---- - 82 SCALES: (H) (V) 1" =50.0' 1" = 5.0' - - B1 --- ---- - -- - ------- - -- B3 -- ---- 725 _.._- _ - _ _ .__.. ...... _ . _ _ .._ __ _..._- ---- 18" MIN. CLEARANCE -_--.-_--------- ­___._______..__­_1___ ___..___ 18" MIN. - CLEARANCE PROVIDE CONK. RADLE AS RE AT CROSSING. 'f3 725 720 OPOSED EXISTING GRADE GRADE PR. ♦SAL. 720 715 +" w. . 1_ R95. SEW. ' 18".0 ___ RCP__. ._ 0_._ __.._ LAT. 1.75X _-- 715 PROTECTION ---_-_PR. PR. 801.0 6.00'-870_SC_ '-18"0 RCP ® 40 9.63% 00 IX) O tr 3 W. cr + 0, 0= O 0-_-_- II corn F- n ^ ap IN4rn � in ab W00 EE a- . •.f@� .._ OZ ' + z z z I O d + - -.__ . - I 3 + Of --> 7-i z :D I� d N0 7 0) o 04ZO - r - > <So 002 c� .- .- o Uj + 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 B1-B4 SCALES: H 1" 50.0' (V)__ 1 -5.0' 84 ---- B1 725 PROPOSEI EXISTING GRA I GRA E _ ______ 725 MIN. SEPARAT104 SAN FORCE 18" " PRI VA AAIN PR. PR. 20.00'-18"0 RC 80.00'-18"0 RCD O 0.50% 0 0.63% o O ,... a m N vv m m C' I" _.----C-_�_ .� __ + z z z I In - rq + -.-.-..__.. _ .,,...----. o A -._ z -_,....- _--- _ ._._.._.. _-__. --- ___._----- 10+00 11 +00 A � EW-1,1A b RAPE TO BE BEVELED M MORTAR FLOW D 0 NOT BEVEL INVERT B F a L C NOTES: 1. 'H' MAY OE REDUCED UNTIL 'X" IWJIU'HES A MINIMUM OF 4- WHERE ENDWALL 8, BEVEL IS REQUIRED ON THE HEADWALL AT E INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL CULVERTWFiERE 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 8. ON SHALLOW FILLS WHEN ENDWALLS ARE V OR LESS BELOW SHOULDER 101.02. UHE THE TOP OF THE ENDWALL SHALL BE CONSTUCTED PARALLEL TO THE 4. j}Ms sr To �' USED WRH SIRII�HT cROSS04GS AND ALL SKEWS GRADE OF THE ROAD. (� TO 9. 3/4- CIMAIFER MAY BE PROVIDED ON ALL EDGES AT MAN FACTURER'S OPPON. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINOWALLS OCCAR. EW-1 I JEW-1A ENDIIIIIIIALL FOR pI110" PIPE DVJAET}_2 OF PIPE CULVERT 12 15' 18' 21' OR 24' 2Y KM 30' 3r qH 3r A 0'-6- 0'-81 0'-9" 0'-11' 1'-0' 1'-0" B 0'-11" V-1" 1'-3" 1'-6" 1'-9" 2'-0- C V-4" V-7' 1'-9" 2'-2" 2'-6' 2'-9' D V-O' V-3 V-6' 2'-0' 2'-6- 3'-0" F 0'-6' 0'-8- O'-8" 0'-9" O'-9' 0'-9" H 2'-3" 2'-11' 3'-2- 3--9- 4'-3- 4'-9" L 4'-0' 5'-C' 6'-0' 8'-0" 10'-0" 12'-0' a O'-t+n O'-14H- 0'-2' O'-2/n" 0'-3,/-" 0'-3v* b 0' 1' 0 1v 0' ble 0'-2" 0' 2 n 0'-3- CUBIC YARDS OF CONCRETE 0.241 0.492 0.897 1 1.319 1 2.067 1 2.947 C.M. PIPE 0.257 0.521 0.739 1.398 2.198 1 3.145 ENDVWL FOR ELLIP7x1AL Pff SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE) 2r X 14' 30' X 1r 34' X 2r 3r X 24• 42' X 27' 45' X 29" 44r X 32' 53' X 34' A 0'-8' 0'-9" 0'-10" 0'-11" 0'-11" 1'-0" 1'-0" 1'-0" B V-2' V-5- V-6" 1'-8' 1'-9" V-10' V-11" 1'-11" C 1'-8" V-11" 2'-1' 2'-4- 2'-5" 2'-7" 2'-8' 2--9- D 1'-2' 1'-7' 1'-10' 2'-0' 2'-3- 2'-5' 2'-B' 2'-10' F 0-8- 0'-8' 1 0-9- 0-9- 0-9" 0'-9" 1 0-9" 0--9- H 2'-10' 3'-3" 3'-7- S-9- 4'-0' 4'-2" 4'-5- 4'-7- L 5'-5" 7'-2" 8'-G' 9'-2" 10'-2" 10'-11' 12'-1' 12'-11' S V-11' 2'-6' 2'-10' 3'-2" 3'-6' 3--9- 4--1' 4'-5" a - 0' 2 n - 1 0' 3 i4" - 0' 3 n 0'-4" - + 0' 4 n - 0 4a�, p'-5' - 0 5 n' b 0'-2" _, - 0' 2 n 0'-2A�, 0'-3' _, 0' 31 _ -" 0 3+V p'-4' _, ' 0 4 n CUBIC YARDS OF CONCRETE CONC. PIPE 1 0.502 1 0.855 1 1.236 1 1.500 1 1.811 1 2.101 1 2.512 1 2.801 REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS 105 12"-36" CIRCULAR AND 23"x14"-53"x34" EWPTICAL PIPES 302 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 KtlME T CONTOKR OF PIPE ff P1PES z MUTES, SHAPING OR MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIES ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OF DROP DLET A TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS CI, EXCEPT THAT 25X OF COARSE AGGREGATE MAY TE LOP TO 4' IN DIAMETER AND CONSIST OF METHOD OF TREATMENT IN DROP INLETS STOW, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. _ - _ ` DETAILS [IF INVERT SHAPING AS SHOWN HEREON ARE FOR _- \v,-/ EXAMPLE PURPOSE ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. r H �N METHOD OF TREATMENT IN MANHOLES a STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGDSA DEPARTMENT OF TRANSPORTATION 31E 0 0 UJ Q O -- O Z "J V Q Z w VJ 0 F_ W-J / Q U O w V) W Z 0 W v) O Z p (j DD Q U W W ir zo W LLI I N it .L U_ a ■ 6 ■ J O Bn N CO N 0) Q) U CnCnN i (V 3 (0 _N CN 'C 0 2 0 LU3 J��Ln�'a ° v `. li ° I` o _ Nz .6 W LO L ° K= N f- _ U . E L� Zw Q a ZO CK Z J LIJ Z 0 O IZ TH OF 7. HN C. LEWIS No. 21621 Off, 1 SSIONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=50.0' 08/25/04 SHEET: 7/9 Existing d, �Y FH ASf \� WATER MAIN PLAN A 50 0 50 150 Scale 1 " = 50 ft WATER MAIN "B" 1 BUI FH ED --- ; BUI ING y } / ; `74 i '- � PRO OSED i ; '' At tit DING � t i WATER MAIN "Am PROFILE SCALES: ( ) 1 " =50.0' 1" = 5.0' 735 -----,;,u - ---- - - --- - 735 PROPOSED GRADE _ 730 _- - - __­730 -- _-- - - -- - ----- - _EXISTING GRADE -- - - -- ---- ------- — 725 00 _- 725 - _ ----- - — UGG - - — _ - __ - --- - _�- - --- 18" MIN,-- CLEARANCE PROVIDE- CROSSIN HIGHW CASING - - 720 - ;:; - — --- R- 1 - - - - ----- _PR. ._$_"0 WATER NAIN _ - 715 - --- — -- - - 715 W j --- --- - W - -- -- Q ------ • 0 N " U 10 F J rn } o O } a U a H 00 N 4! LZi m U.1LLJ g W in '° ao X - -- - - v 3 ale Z - - - n 40 N } N --- N } .. --- -- } Q W 10+00 11 +00 12+00 13+00 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 topped 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. When the contractor ties -in a new sewer service on a new line, the contractor shall coordinate 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. WATER MAIN "B" PROFILE SC LES: (H) 1" = (V) 1" 0.0' 5.0, 735 735 GRADE EXISTING 730 730 PROPOSED GRADE _ -- 725 725 --- 720 720 36" MIN. COVER 715 PR. 6" 0 PVC - 715 SDR-21 WATER -MAIN - - -- 710 ------ --_ _ _-_ _ -----710 o: td a• 3 f-- O 0 U O O } Aq -_ - - •e N -- = V) m ~ to x C Q W 10+00 11 +00 12+00 tunnel liner 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 SECTION of pipe SIZES REQUIRED CARRIER PIPE CASING PIPE WALL DIA. (") DIA. (") THICKNESS (") 4 or less 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 WATER SERVICE LATERALS 14 24 .375 a) Casing pipe shall be SCH 40 PVC or SDR 21 15 24 .375 1) 3" diameter pipe for 1" service lines 16 30 .500 2) 6" diameter pipe for 2" service lines is 30 .500 2^ 500 b) no spacers or sand fill to be installed 21 36 .500 24 36 .500 ( for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 thrust bk)Ck .M� " dia. schedule 40 ipe filled with' cor and painted yell 18" dia. concrete encaseme Revised Aug. 2004 21 1 3' BOLLARD DETAIL direction of setting to be approved prior to installation FIRE HYDRANT ASSEMBLY Figure 8 pad V-6" sq. x 6" deep screw type adjustable valve box locator marker mechanical joint swivel tee with 6" branch Revised Aug. 2004 cast in place access door, centered in top (see note 1) - varies 2' max. at property line (see note 2) skid pad 14016-11 roadway box E 2" CTS polyethylene tubing (PET) 200 psi w/ SS inserts at all connections saddle with corporation stop water main ball valve curb stop with PJJ (CTS) both ends [B44-777 w/ SS inserts]; with 2" gate valve operating nut VBHH77-15BHC-11-77 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole \finished grade 3' riser section for 4' diameter manhole with cutouts S min.-i 2" min. I solid support blocks 6" stone bedding under custom setter C14-44 w/ SS inserts and MIP plastic plug 6" 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 8 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. CUTOUT DETAIL b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [ wrap wire around (typical) 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]. 1 1 /2" and 2" METER INSTALLATION Revised Aug. 2004 Figure 6 concrete pad V-6" sq. x 6" deep\ i 4" stone screw type adjustable valve box GATE VALVE Figure 7 0.1 stone valve megalugged to main — megalug 8"x 8"x 16" solid block Note: this detail is also Revised (for valves 12" and larger) used for butterfly valves Aug. 2004 general backfill (see note) concret select backfill e note) O.D. STANDARD general backfill (see note) I general backfill I•" select backfill ee note) 6" 112 O.D. 6" CONCRETE ARCH general backfill N Z O m V) W Q CL Z Z Q W Z Q 3 a' w Cn U) m to CL U U 0LU U J ~ Z w in 5 W Q J U }w Ce F- (n W Z W in0 Z O CCU � Y m Q U W f- W w 0 3W _LL_ 0 Q cn w ■ U J a: - 0 +� O N rr C � N 3 N 1` � cNo 0 0 (D W 3 c O.:) c J M to a `� 1 L_ c a� °1°Eo��� W° a cD Fn U .- c F- L w Z � w Q a 00 Z0� Jw Dw VZ ZO O IZ Six 000, Ills, ,,A - W'. 01 • • • SANITARY SEINER PROFILE SANITARY SEWER PROFILE I ' 1 PR. 2'. SCH 40� f i PVC FORCE MAI �T - ^ T I - - -- PRO SED D+►Qa 9A BUI DING O 01 r OD -+-- � -, ED PRO OSED J l BUIL ING \ PR. 115.10'-8"O SDR-35 \ \ \ SAN. SEW. ® 0.94% l � � 1 � I \\\, PR. 154.00'-8"0 SDR-3 SAN. SEW. O 0.54% (BY OTHERS) 50 0 50 Scale 1 r'.,_50 ft GRAVITY SANITARY SEWER PROFILE -- --- SCALES: - - - -- -- (H) 1" =50.0' (V) 1" 5.0' 735 __ 735 -- - - -- - 730 _ _ 730 ---- PROPOSED EXISTING GRADE GRADE 7201 PR DE CONC. STM. SEW. 720 - - -- - _._._AT PR. 1 Ag ROSSING - - .- 5.10-8"0 SDR_ 35 SAN. SEW. O 0.94% -_ 715 PR. 120.20'-4 *SDR-21 PVC SAN _ 715 __ .-tAT. V E LAYOUT N -err -PR-. St TtM r 710 _ R. 154.00'-8" _ SEYIt � SDR-35 ___-- 710 N � w --- Z --- -- -- Q o + - 0' -� N O 04 0 r Q .JL -- O N~ f� - -- -- ---- ---- - --=-=m --- gi ----- -- - - N cc Of OfVY ^ 1F - --- - - r` - - �� -- H Z Z Z 1.- '00 Oo 00 -- -- - 1� N + -- H ZZ a -- H 00 10+00 11 +00 PR. 120.00'-2"' SCH 40 I PVC SAN. FORCE MAIN II swom Ilj' PRO ED i , , R. 15.86'-4"0 SCH. BUI ING 40 PVC SAN. SEW. I '1 LAT. ® 2.08% ` 1 i r 3 PR. 27.02'-4"0 SCH. 40 PVC SAN. SEW. _ LAT. ® 2.08% PRO OSED j BUI DING -PR. 116.75'-8"0 SDR-35 SAN. SEW. ® 0.50% �- PR. 154.00'-8"0 SDR-35 SAN. SEW. ® 0.54% (BY OTHERS) 50 0 50 Scale 1 " = 50 ft GRAVITY SANITARY SEWER PROFILE 1 SCALES: O 1" =50.0' - 3 735 735 730 730 GRADE - PROPOSED EXISTING GRADE -_ 720 720 PR 116.75 8"0 SDR 35 - -- -SAN. W. 715 PR_ 120.00 -2` DR-21_. -- - 715 SAN. FORCE MAI 710 R. 154.00'-8" SAW.SEW --0 SDR 35 710 - -. (nW W m z _ En d Q o + in W T = - - + z J W Ic Ir �OQ NICY)' oo� nn ^ - M ZZZ -- - ---.. F- N * co J N < (n n -- ata + -- -- - -- --- --- ._ - 04r7>. of ��ao F OfOI F,N ---- II N ..Z_Z.Z .---- --- - _ .-. H 00 00 00 10+00 11 +00 SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 45' bend bell adapter (see note) 2' 3minimum SDR 21 gasketed pipe and finings SCH 40 solvent weld cap property line SDR 35 9'x4" gasketed bell wye (see note) location marker stone - 4" pipe at 2.00% minimum grade concrete cradle ft top of main is greater than 15' deep R GRAVITY SEWER SERVICE LATERAL Figure 14 FORCE MAIN SANITARY SEWER PROFILE SCALES: (H) 1" =50.0' (V) 1" - 5.0' 735 735 730 730 725 725 - PROPOSED. EXISTING GRADE --_ GRADE PR. ROOF - DRAIN 720 STM SEW. 720 715 715 18- MIN. SEP. PR 12000'-2_ PVC SAN. FORCE SDR_21___._ MAIN- - 710 PR. 116.75'-8" SDR-35 - 710 SAN. SEW O C.50% ----------------- Q _3t,.l - Uw � O - 0 eL N QQ N�- NNE II> z_ - - -- II ZZZ --- _._.. d Z- -__w O - ---r = fx^H -- -- .-_ Q + + 10+00 11 +00 [top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" min. above grade in easement areas) square skid pad R'thick-I 3/4" x 2" butyl joint sealant 3/4" concrete anchor bolts (4 each) 35" max. adjustment rings (11" max.) concrete ASTMC-150 4000 psi waterproof coating 112"n or 16" (typ.) CS-55 by Conseal , 1" nominal size RV 30 butyl joint sealant applied 16" ° • between joints and on exterior side of joints joints are to be sealed with "0" ring gasket 36" min. cover I.D. - pipe to manhole 5 connection to be ` by flexible sleeve w invert channel to provide p 3'-0" min. a smooth transition in to 4'-0" max. out, for all connections 2' 0' max. �K _-- estop of bench -wall precast invert or grout same elev. as treated 2"x 4" with bottom to form channel D/2 6„ top of pipe top 6" painted green , 4 6„ 6" bedding stone Note: If top of main is greater than 15 ft 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. 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 Revleed Aug. 2004 ___ 1 6.83' -- - -- -- 6.66' 6.66' 3.50' 4.582. 3 3'- 4.58' BACK OF CURB 3.50'--- 6" DIA. STEEL 1 00' e 3.00' PIPE FILLED W/ CONC. (PNTD.) 1 .00' 4'-0" HT. WITH 18" 0 CONC. CONC. SLAB n -- FOOTING - 3' - DEEP W/ WELDED rn o` - D ° HOOPS (2 TOTAL v -- 58' .50' PIPES) PNTD. PER ° o OWNER SPEC. 0 17.17' ° PLACE 4%4" POST - n oQ� �`� U FLUSH BEHIND a a BACK OF CURB. _ i 5.25' FENCE ENCLOSURE (SEE DETAIL THIS SHEET.) - DUMPSTERS BY a ° OTHERS- 6" CONC. SLAB I-�° W/ 6"X6"X10/10 0.66' WELDED WIRE , MESH (TYP.) (2) 6'-8" GATES - 3.5' CONC. a TO MATCH FENCE WALK SEE FENCE DETAIL ° 10'R a ANEnBOLTS THIS SHEET ATTACHED ° TO FENCE ° a BORE HOLES IN ^ CONCRETE TO 3'R ACCEPT CANE C CONC. APRON BOLTS FOR BOTH OPEN AND CLOSED r POSITIONS (TYP. n FOR BOTH GATES.) a d \ PR. ASPHALT 3'R CG-6R CG-6R / TRASH ENCLOSURE NOT TO SCALE I 2x4 TOP RAIL i 1x6 BOARD, I I I I i FRONT & BACK I I TOE NAIL EA. 1 x6 W/2-8d(EA. RAIL) -- I - - -a 2x4 MID RAIL • i I I I I � I 8'-4x4 POST ® 8' CC i 2x4 BOT. RAIL ATTACH RAILS TO POST PROP. GRADE W/3-10d(EA. RAIL) I U .l 0 CL � � U W ((Q In 0 00 i_ O O J Z w J W _J r' O it I.i. 3W Q 0 G.I ZQNV t!� Z ir W:5 ;<_ F'IQ- Z Z O V) Q V) 0 W _ (n ~ U J U Q Z w N 0 Z ir > W Q Q U 0 w r' W W cn �-- I•- =) W jr to 0 Fna QU m Q U W IX Z a w 0 Q_ Q LA_ � Q N Cl- U ■ J O «� O N .. (D 0) CnN r- r-) a)WL U r, - fn -, V) I I N N CN (D 3 'c O0 co � c WLf)It J ,. �' a :3 1�7 C a: 0) U E o 9" cn n s W� (p U c __ tJ E Z � w a 51 12" DIA. POST HOLE, '1 J . 33" . 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 0V) Z J � DZ Z0 Z Z Ow U H OF 40 o .- C. LEWIS No. 21621 OA IONAL SURVEY: C.I.: PL-PLC 2' DRAWN BY: JOB NO.: SS 0310028 SCALE: DATE: 1 "=50.0' 08/25/04 SHEET: 9/9