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Home My WebLink About034-96 Kohl's Distribution Facility - Shawnee - Backfile (2)L9 FREDERICK COUNTY, VIRGINIA 10 06 ASSY. ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BSBD. BASEBOARD C&G CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR FDC FIRE DEPARTMENT CONNECTION FIG FACE OF GUTTER F.L.S. FIRE LANE SIGN Go. GAUGE GV GATE VALVE HCR HANDICAP RAMP HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI -PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TEL. TELEPHONE TIC TOP OF CURB TYP TYPICAL UGE UNDERGROUND ELECTRIC WL WATERLINE WM WATER METER 5'R RADIUS IN FEET a KOHL'S DISTRIBUTION FACILITY AIRPORT BUSINESS CENTER FREDERICK COUNTY, VIRGINIA SITE DEVELOO PM NT PLANS VANCHESTER REGIONALAIRPORT ZONED RA USE: AIRPORT 64-A-45A KEVIN D. & PATRICIA N. ADAMS ZONED B-2 I WINCHESTER REGIONAL AIRPORT USE: OFFICE I 6.0623 ACRES POSLED SPEED LIMIT= 45 MPH - -- - _� -- __- - -�— -- --- S43'08'24" E 1795.97' ALLEN D. ERVIN `,ALLEN D. ER 43.88' S37' 06' 41 " W ZONED M-t ZONED M-t' 00' S'S E 304.40' USE VACANT 6� O 9 D ' S50. 64-A-40 64F-1-10 A=86.99' ADAMS FAMILY LIMITED PARTNERSHIP i DI 1 D=06'52'30" t U� � ^CAANtT 01 T=43.55' PARCEL C ENGINEER1Nc Z1 I l 64^A-40 `�� 8.7241 ACRES S23° 12'07" W ' 8&1-81 0 R=725.00' ADAMS FAMILY LIMITED PARTNERSHIP 225.50' USE: OFFICE - - CB=S46'34'40" E ZONED M-1 N59'05 23: W N23* 12'07" E CH=86.94' uP c L A NT 140. 1' . 4 91 73' 23.6972 ACRES c:DO AlN49.11'04W_ ZONED M-1 - - CAN A=770.31' USE. 6� -7 1 c D=102'38'28" i i IRPORT BUSINESSI CENTER 64-A-40 T-537.12' SECTION ONE1 t ADAMS FAMILY LIMITED PARTNERSHIP `♦ qQ pR R=430.00' ZONED M-1 U PARCEL D VACANT � eY SFQ C B =S 8 2' 13 51 W s4F-1-s t N 62 4197 ACRES Rp C H 6 71.3 6 v' �'zoNm M— S` 00, USE: VACAE�T /VF %s N33' 12'OS' E o-`� 207.0rn I'll 0' _ - ® �5� `� S58'59'24"W � F.c. 1 KOHL'S DEPARTMENT STORES, INC. S.A. ` �'� �p 247.87' ZONED M-1U� WAREHOUSE/DISTRIBUTION U ONLI MSTA. �� ADAMS FAMILY LIMITED P f ERSHII N W PARCEL B w` N AIRPORT BUSINESS CENTER 53.27 ACRES �� UK WANED MT C5 ` Vi 1 7.5944 ACRES SECTION TWO - u'= (-A LOT 5 1 142.0675 ACRES 0I�, I 0 t STORM WATER DETENTION 1 FACILITY NO. 2 ��` 1 I LT, o N36' 16'32"W \l � � i1 w 310.90' I N33'35'32" W S41 °32' 14' E 266.37' 344.70' �C -- N22'01'32"W STORM WATER DETENTION - 151.90' 1 i FACILITY NO. 1 N29'55'32"W KOHL'S DISTRIBUTION FACILITY 1 `94.40' — — 53.267 ACRES 1 I `r N43'23'32" W �� N34'57'11"W RUNS42'16'0 "E 1403.76' 404.44 300 0 300' Scale 1" = 300 ft W co N 64-A-40 ' N ADAMS FAMILY LIMITED PARTNERSHIP N ZONED M-1 U P RCEL ENT 35.396 ACRES o 900 06 - 1339.80 . SSA OS,1'2T' 112, • , �! ) `r ' ; .� l ��; , it � � , ��,II c� '�'. VICINITY MAP WI.NCHESTER, VA 7.5' QUAD r"'NAU SITE PLAK PPR VED -:P 0 '114 -9 (Ire) � � �'��• 1 1 " = 2000' Af i ZONING AD aiVISTRATOR DATE FREDERICK COUNTY, VIRGINIA SITE PLAN SHALL BE VALID FOR FIVE(5) YEARS FROM DATE OF APPROVAL. LIST OF DRAWINGS: SHT. 1 /17: COVERSHEET SHT. 2/17: NOTES SHT. 3/17: LAYOUT PLAN SHT. 4/17: LAYOUT PLAN SHT. 5/17: GRADING PLAN SHT. 6/17: GRADING PLAN SHT. 7/17: SANITARY SEWER PROFILES & DETAI SHT. 8/17: WATERLINE PROFILES SHT. 9/17: WATERLINE PROFILES SHT. 10/17: WATERLINE DETAILS HYDRAULIC CALCULATIONS SHT. 11/17: STORM SEWER PROFILES SHT. 12/17: STORM SEWER PROFILES SHT. 13/17: STORM SEWER PROFILES SHT. 14/17: STORM DRAINAGE AREAS SHT. 15/17: CONSTRUCTION DETAILS SHT. 16/17: CONSTRUCTION DETAILS SHT. 17/17: LANDSCAPE PLAN ® $SA,LTIJ OP No.021621 �,w'� �PIVAL 1� JAN 31 1997 ® ®QP, 17 OLD C 302 South Braddock Street - Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 JOB NO.: 9602001 DATE: 01 OCT96 SHEET: 1 /17 y. m GENERAL NOTES i The property delineated on this plan is:'located-near. the Wnchester Regional Airport at Ro.ute�645, Airport Road in PA the Shawnee Magisterial District in the County of Frederick, Virginia. The developer of the properly proposes to LAND,SCAPIt NOTES q y building will contain. 336,132 square feet of construct a 363,014 square foot distribUtion facility on 53 acres. The 1. Fred" ckGvurs lidscattinq Tabrlation: f order.co *6 , area, Site• construction warehouse area, 22,936 square feet of office area, and 3,946 square feet p l , : ,, ' . i `; ' . Zalling; M-1. Industrial Park , , MANUff'ACTFJRERS. ANCHORAGES will allow the construction of an additional 36,504 square feet of warehouse area. Landscape Area F1e01ted. - 25% x 53.33 acres 13,33 acres t ndscape-Area Prourdedc J82,748+1 sfor 22.56 acres = 42% Available Manufacturers: Subject to compliance with re uirements manufacturers offering roducts that l fa 9 Ciam s Stra --- Mp l and Washers ASTM A 506, steel. 2. Property Owner/Developer: ,Mt. Walt Lautner i otrlandsca'' I •' �, • ' , ' :. ' , , Paikrtg i Pn9 _,_ of i 'tel to ti lotto limited the niay be. incorporated in the Work itichude• but are n Wfng:. KOHL'S Qepartment Stores, Inc. Contact.. W17000 Ridgewood Drive Perimeter Landscaping;.RpgoIred: 1 shade tree;per 40 feetof perimeter :.parking perimeter = 1,948. feet Manufacturers: Subject to cpmpliarice with requirements, provide products by one of thefollowin : 9 Rods: 5 steel. ASTM A 57 feel. _ a Menomonee Fall's, bVl 53051 Telephone: 414-703-7000 id d - i.94814Q - A9 P A - (3z Red Oak + 1TSugar Maple) shade trees rdv, Rod Couplings: ASTM A 197, malleable -iron. � Gate Valves?' �. � 4. Engineer/Landscape Architect: � 'Contact: Mr: John Lewis i i Required-. 1 shade tree r 10 arkin s Inter iorLantlscap' gper p 9 paces � Botts: A 7 s ASTM A 30 teal. LLJ PAINTER-LEWIS, P.L.G. total parking spaces= 499 American Darling Vale, Div. of American Cast Iron Pipe Co, CO 302 South Braddock Street.- Suite. 200 shade tree provided A99i1:Q. �, 5Q(59, LhlleleafrLrtnd.n.)y Clow Valve Co,1 Div, pf MfcVl/ane, Inc Cast Iron Washers. AST 26 gray it n. M A 1 iron. y ` ' r Virginia 22601' Telephone, (540) �662-5792 Wumcheste , g 5% of-inkerior to be iaihdscaped �•Hamm6hd Valve Corp. ' 5, Pro art boundary information shown on these plans was provided by Ritchie Surveys, Inc.Job benchmarks are Property b ,Y interior area= 169,345 square feet required Interior landscape area'= 8,467 Sr q p Jenkins "Bros, _ y Div. of McWane, Inc. Kennedy Valve; Bearing and Gravity Thrust Blocks: Portland cement,concrete mi.x 3,000 psi. the tops of the sanitary sewer manholes which exist on the east side of the site. See the plans for iOCatipnS and interior landscap. area provided a 12 A2t7 SF Milwaukee `V®Iva Go. ASTM 15 1 Cement C 0, Type , elevations, Muetler-Hersey; A -Grinnell Co. Mbco, Inc. Fine Aggregate: ASTM C 33, sand.. 6. Site Data: 3 2. Confirm the locations bf an uitilities'above or below round, "nor to commencing work, the:Landsca h Y 9 P g pe S'tbckham Valve &;Fitting$; (nc. r" acres Parcel Area. 53.3 a e. M-1, Light industrial Distnct Architect in the event that utilities or any oilier structure conflicts With the layout shaven on the plan: U:S. Pipe &Foundry Co., ,- Coarse Aggregate: ASTM C 33, crushed gravel. Q Zoning: Use: Warehouse/Distribu'tiori 3, shown on the lent Verify quantities p list with Cotals'indica{ed,on the plan, Contact the Landscape Arvhitectin Veri ilia uantii Waterous Co. Water; Potable. Front Yard Setback: Required - 75' Provided - 100'+ Provided 100'+ the. event. that 'dis1es crepanei:es exist- t3uppiy.Unit•pnoes to the Owner at time of bidding, � .. Tapping Valves: ' Rear Yard Setback: Required - 25' - Side Yard Setback: Required - 25!' ;Provided - 100'+ ' 4. All materials are. su `ect to approval roval b the Owner or Owner s r r sentative. Provide the Owner er with a to from 1. e bj PP Y 1fP_ e n . g. Clow Valve Co,; Div, • f M"cWane inc. R, ID � ENTtFICATION O Z _. _ Proposed - 355'+1- Maximum:Buiidirmg Height. Allowed 60. P each plant species. and a'list of the plant suppliers. Where any requirements are omitted from the Plant List,' use Kennedy Valve; Div? bf McWane, Inc. Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 399;518 SF = 0.172 - lams which meet the normal requirements for the varlet according to. the. American Associatjon of Nurser "men. p � q y y Mueller -Hers. ; A'G'rinnetl Co. Y Plastic Underground Warning T ng apes, Polyethylene plastic tape, 6 inches wide by 4 mils thick, solid blue m Minimum Landscape Area: Required - 25% Provided - 52°fo S Plants shall UP sound health uI Orous, well branched, ire. gg e of disease, in'siw�ct eggs Y. g aril larvae, and shaA have U.S. Pipe & Foundry Co. color with continuously c printed caption in black letters "CAUTION - WATER LINE BURIED BELOW " Proposed Building/Pavement Area = 1,,121,724 +/- SF adequat$ root=systems, , Landscape/woods/storm water areas = 1,,198,717 t/-SF Indicator Posts:,' PART 3-EXECUTION 6. Sizes specified :in (he Plant List are minimum sizes against which the plants will be judged. Failure -to meet j 9 7 Parking Lot Requirements: Side Property Line Setback; Required - 5' Provided - 25'+- P Y rninimurn size on any plant wilt result in rejection of that p ant, American; Darling Valve, Div. of -American Cast fron�Pipe Co. � PREPARATION ROW' Line Setback: Required - 25' Provided - 30'+- 7. Groups of shrubs shall =be• placed in a continuous mulched bed` with smooth, continuous edges as shown on the Cow Valve Co ; •Div. of McWane, Inc. Kennedy Valve; Div- of McWane, Inc. OF BURIED PIPE FOUNDATION 8. Parking Space Rec{:uireme-nts: plan- All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inchos,of Mulch uniform Iy aver beds- Trees located wltimin four f.et of any shrub bed'shatl :hare ilia sent. .bed. Mueller -Hersey; A Grinnell. Co:. Nibco, Inc. Grade trench bit om t provide t o p o ide a smooth, firm, stable, and rock -free foundation throughout the length of the pipe., Proposed Office - 26,882 SF Required - 1 per 250 square feet = 108 space p employee on maximum shift Required - 1 per em Io ee Grade finished planting beds so as not to in- cede surface drainage. Stockham Valves & Fittings, Inc. Warehouse q ,, shift = 300 = 300,spaces imam employee s 8, , Locate Erees a minimum of 3 feet from walls orwalks,, if possible. P U.S. Pipe & Foundry Co. Remove unstable soft, and unsuitable materials at the surface upon which i P pipes are to be laid, and backfill with clean sand or pea gravel to indicated. level. Total Required - 408 spares Provided - 485 regular spaces (plus reserved area for an additional 200 spaces) Provided- 14 Accessible Spaces per ADA 9. :Stake and -guy all trees according with standard practice and/or the suppliers recommen6tton5. At a minimum,. a1'I Dry -Barrel Fire Hydrants-' • ^Y - ' ,. Shape bottom of trench to fit bo ' � _ tfom of pipe. Fill unevenness with tamped sand backfill. Dig bell holes at � Loading Space Requirements: deciduous trees Shall ibe, double -guyed With 72" hardwood stakes, .driven firml into ilia round. Secure tree to Y 9 stakes with `99 alvanized wire g us with rubber hose n'ne'ctlons, Stakes shall be 2" x 2" a'x 720 9 9 Y h : co i • - American Darling Valve, Div. of American Cast iron Pipe Co. ea h i ' ' c pipe joint to relieve the bells of all loads and to ensure continuous bearing g of ilia pipe barrel on the � Proposed Warehouse , 336.132 SF Required' -'I per 40,000 square feet = 8 spaces Provided - 156 Q 12' x 45' along perimeter of loading area th��it is for the loading areas. The area is dedicated to loading onlY. 10. Use shrtdded..hardwood barfoundation, k mulch in a10 planting beds, cWane, Inc. Kennedyi`{lalve; Div. of M Please note no striping proposed PIPE AND PIPE FITTINGS INSTALLATION 11. Remove alf tags', twine and containers front installed -plants. Roll back, burlap one third on all B&B plants.. 9 Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. 12, Plantsubstitutions are permitted with consent froth the Landscape;Archltect. P Un er round War trig Tapes: uL L PVC tPoiyvinylChloride Pipe. install with cement -mortar -lined, ductile -iron or cast-iron, mechanical joint or push on joint fittings, and rubber gaskets; in accordance with AWWA M23. WIC ramps off site shall be constructed per VDOT standards. 13. Prepare the soil In all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and • Allen Systems, Inc.; Reef Industries, Inc. Depth of Cover: Provide minimum cover over r ' ' a piping of 18 inches below average local frost depth or 36 W --1 F- 10. Buffering Requirements: 10=6-4 ranular fertilizer per 100 square feet of area. Remove an turf, weeds or other vegetation completely g q Y g P Y prier red o. Brady B Y ,, Signmark Div. inches below finished grade, whichever is greater. 1-- The adjacent zoning is M1 which requires no buffer. to installaifan. a, Inc, Carlton industries; Inc. U 14. Plana all materials in their a ro riate seas pp p an. Time Contractor shall guarantee all plant materials. and workmanship EMED Co:, Inc.. VALVE INSTALLATION Z 11 Environmental Features hannei Wetlands - Wetlands have been identified on the site. The wetlands are restricted to the Buffalo Lick Run c for a; period of one year from time of Installation. Seton Name Plate Co: , Genera_ i Application, Use mechanical joint end, nonrising stem gate valves for buried installation Use Q No disturbance of'these wetlands will occur in. conjunction with this project. th-readed and hanged -end gate valves for installation in pits and inside building. Use nonrising stern Flood plains - FiRM Community Panel Number 510063 01158 shows the area adjacent to the Buffalo Lick Run 'UL/FM gale valves for installation with indicator post. Q channel. No disturbance of the flood plain area will 'occur in conjunction with this project. PRIVATE FIRE SERVICE MAIN PIPE AND PIPE FITTINGS GENERAL Sinkholes No sinkholes hay. been identified within the project limits. AWWA-Toe Gate Vales Comply with AWWAg C600. Install buried valves with stem pointing up and Steep Slopes -The calculation of step slops disturbance is based upon the entire area :of Airport Business PART 1 - Pipe and pipe fitting materials shall .be compatible - �. pafible with each ocher. Where more than one type of with cast-iron valve box. Center -'Section 11, This area contains 195 total acres and approximately 39 acres in steep slopes, Steep slopes SUMMARY materials or products is Indicated, selection is Installer's option. • .. ° are defined by the Frederick County Cade as slopes exceeding, 15 l°. The area of steep slopes allowed by the - - : This section include th. ,private fire protection service mare: and appul"tenances from a, point 5 feet. UL/FM-Tye Gate Val Comply R � Co p y with Nf PA 24. a disturbed it code to be disturbed is 25%. This would be approximately 9.75 acres. The area of steep slopes to be d sturbed m outside, the building at the connection to the public' water service line. _. PVC .(Polyvinyl Chloride) Pipe: AWWA C900 1 _, Class 150, Install conjunction with this project is 3.2 acres. buried valves and valves in pit with stem pointing up and with vertical cast iron indicator post _ i i r Woodlands The calculation of woodlands disturbance is Based upon the entire area of Airport Bus Hess Center The tbilowin is the name and address of the utility coin an whi h provides. the, wet r 9 _ - Y p Y f P i e water co mnectipn. Duvtite Iron and Cast.lron Fitt - r-.--�_._..,�.._ . - inc�ls AWWA C11(0, ductile -iron, orcast-iron -r . , , . , o AWWA,C153, � La 195 total acres and, approximately 113 acres in woodlands. Woodlands. are generally Section il. This area contains pp y 9 Y 5 duclita-iron compact fittin .s, of dimension to mallcim pipe 9 p p outside :diameter. Install inlea r valves with wall indicator post p defined by ,the Frederick County Code as including largely mature trees in groves greater than 1/4 acre. The area Frederick County Sanitation Authority Q of woodlands allowed by the code to be disturbed is 25%. This would be approximately 28,25 acres, The area of 315 Macedonia Church Road Lr. Wing: AWWA C104, cement mortar., seafp.oated- Lai woodlands to be disturbed in conjunction with this project is 24 acres. Stephens,Ctty, VA 22655 FiRE HYDRANT INSTALLATION (540) 86$-1061 Gaskets: AWWA C111, rubber. EROSION AND SILTATION CONTROL NARRATIVE UUFM-Type Fire Hydrants: Comply with NFPA 24. Install with gate value and provision for drainage as w t UALITIF ASSURANCE, PVC Fittings: AWWA 69.;00. ' indicated. 1. Erosion, coritrol practices shall conform to the requirerYt Ats of -the Virginia Erosion and Sediment control Handbook, Comply with regUirements of utility supplying water to the project. Bells: ASTM D 3139, ANCHORAGE W INSTALLATION 2. See plans b Painter -Lewis, P.L.C. dated 20MAY96 and titled KOHL'S DISTRIBUTION FACILITY - EROSION p Y Com I with local fire de artment/marshal standards ertaini • to materials hose threads n.d �.pv P pertaining ,a, , Gaskets: ASTM F 477, AND SEDIMENT CONTROL PLANS for additional fnformatiort'i installation. Anchorages: 'Provide anchorages for tees, plugs and caps, bends, crosses, valves, and hydrant Co tin s: iron bid sleeve assembly -.�'gs y y fabricated to match outside diameters of pipes to be joined. branches, in CONSTRUCTION NOTES Coi7ipiy with r.qui erials and installation. requirements of NFPA 24 for at, on. SI Sleeve. ASTM A 126, Class B gray iron, V) 1. The existingutilities shown on these lans are based on available information. The CONTRACTOR shall be " PROTECTIVE {•GATING APPLICATION responsible for determining the exact location of utilities before- work and for any damages which g 9 If the encounter utilities other DELIVERY STORAGE AND HANDLING � � - followers: ASTM A 47, grade 32510, or ASTM A 536 ductile iron. 9 Apply full � occurby the failure to locate and preserve tftese utilities. .CONTRACTOR should y coal of asphalt or other acceptable corrosion -retarding materiel to surfaces of installed ferrous � , . ` T 'hall - mrrledia:tel � notify the engineer find take the than those shown on these plans, ilia CONTRAC OR s m Y fY e g Preparation Preparation for Transport: Prepare valves„ Including fire hydrants, for shipping as follows: Gaskets: Rabbet: anchoragedevices, CA- and proper steps to protect the facility and assure the continuance of service.25 LLJ 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy En,�sure__�_ valves are dry, and internally protected' against rust and corrdsion. bolt and u M.� s! B AWWA E111. IDENTIFICA'fiON INSTALLATION -CC = LA_ of approved plans and revisions shall be kept on -site at all times. Protect valves against damage'to threaded ends, flange faces, and weld ends, Finish: Enamel paintLLj F- U install continuous plastic underground warning tape during back -filling of trench for underground water 3 _ , - f, n e plans, ill I shall not exceed 2 ,horizontal to 1 vertical unless otherwise called or o the p a Cut and f slopes y n rhan I i v fi Set i best position fo d f 1g. Set gate ,elves antl re hydrants closeri to prevent rattting servicepiping. , piping. Local. 6 to 8 inches below finished grade, directly over piping: O VALVES 4. Controlled fills: Storages Use, the following precautions for valves, including fire hydrants, during storage: d A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as ' ,FIELD QUALITY CONTROL esi ated on the plans. designated , p ASTM D i • „- D.o not remomre.rid protectors sinless inecessary for inspection; tRmeil reinstall for.storage,.., Nonrising Stem Gate: Valy s approved, , - :: e 4 Inches and Larger. UL 262/FM approved, iron body oriel bonnet with flange 7 9 hod per standard rector l fills shall acted to 95 /° density as determined by methods p p 8 Controlled, f s s al be comp y, lot rndicat r ost r .: o P ,bonze seating material, inside screw, 1 T5 .psi working mechanical joint ends- Pi in Tests Conduct i in t --p---9 piping 9 tests before joints are covered and after thrust blocks have suffrcientty 1398. Densityshall be verifiedb a qualified soils engineer, Y q Protect valves from weather. Store valves indoors, Maintain valve temperature higher than thep Provide with flanged`ends for: it inst f a Cation, hardened, Fill pipeline 24 hours prior t p p p o testing, and apply lest pressure to, stabilize system. Use only C. Controlled fills shalt be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the P -.. ambient dew point temperature... (f outdoor storage is nece"ssary, support valve off the. ground or potatale water ' iapproved:`n'writin b a qualified soils en .ineer. existing ground surface, unlessotherwise g Y q g " 'in - pavement in watertight enclosures. '. Valve Boxes: Cast-iron box having top -section and cover lettering "WATER," bottom -section with e • � of to receive controlled fill are to be cleared rubbed, and stripped D. The surfaces directly beneath areas to e. g base of size to fit over, valve and barrel approximately 5 inches in diameter, and adjustable cast-iron . t-lvdrostatic. Tests: Test at not less than 1-1/2 times working pressure for 2 hours, topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the same. density as the extension of ferng th required for depth of bury, of valve, q p controlled fill to be placed thereon, PROJECT CONDITIONS Increase pressure in 50-psi increments and inspect each jaunt between increments, Hold at test 00 i I fr e ' f roots wood taken from approved borrow areas. It shall: be clean Soi, _e a ,• , Y E. Frif material shot be toe pp _ Provide I v steel tee handle operating wrench with each valve tiox. Wrench shall have tee. handle with. pressure for one hour- decrease � P se to 0 psi Slowly increase again to test pressure and hold for one -" N O N r it or other objectionable material. ve elation oversized stones rocks, sandy soil,1 ,.illy gVenfymthaf • . Y, p Y existing utility locations. one anted end stern of length t operate t valve, i� m g; o pe a e a e, and socket firiln valve.o era4n nut. � 9 P 9 more o .hour, Maximum I allowable leakage is 2 .warts r hour r 1 per 00 joints. Remake leaking joints 9 q P'r• N (D r- � � fire service mains may be rnstallecl to conliphancewth with -the original design and referenced with new materials and repeat test until leakage is within above limits L �, N N r 5. Blasting is not permitted within 25 feet of existing utilities without owner permission, standards. Indicator Posts: UL T'89/FM approved, vertical type, cast -lion body with operating wrench, extension rod, W If) and adjusts ble cast-iron barrel of;tengfh required for depth of bury of valve. 6 Storm sewer and materials called for on the plans refer to, standard VDOT designations. N N ,pavement SEQUENCING AND SCHEQULING. U O p (D (0 7 BEN'CHIUTARK: top of sanitary sewer manhole located near northeast corner of property - elevation = 678;89. C 0 0 Coordinate connection to public water amain with utilit r o Y compa nY- o '�, o 0 8- All radii indicate edge of gravel, edge of pavement or face of curb as applicable, Co rdinat�e with interior fire protection piping: ® m _ In 9, Where plans call for matching existnn pavement in the public right of Way, the CONTRAC p P g g p p g_ y TOR shall - rovide cut WATER .METER ® h overlay s directed b VDOT. joint or asphalt i ova ay a y Coordinate with other utility work. , N N 0 General, The water, meter shaltbe in accordance With Frederick County Sanitation Authority 7 +, C 10, All disturbed R.O.W monuments are to "be replaced and verified by a certified land surveyor a the specifications. 0 to 0 E_ CONTRACTOR's expense. to N i1 11. All construction and materials ra rosed 'for the voile proposed p right of way snail conform to Vi30T standards and FiRE HYDRANTS' :' - t N U O a specifications, .� � W General: Fire h drams. shall conform with the specifications in AWWA Standard Y p d C502 for dry -barrel fire 12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. ,hydrants, Hydrants shall be compression type, with six-inch mechancel joint inlet and mininwfn bury of 4.5 feet, Unless otherwise ;specified, hydrants shall 'lie traffic model with a 4 112" valve opening, one 4 1/2" 13 The CONTRACTOR, shall obtain permission front adjoining property owners prior to conducting any off site pumper nozzle, and two 2 1&' Bose nozzles: All nozzle threads shall be national standard. The operating construction activities. hutshafl be pentagon In shape, 1 112" point to flat, non -rising and open ri,ght (etockwise). Hydrants shah have, a finish goat of r2d fat applied redd by the manufa�cutrer. Hydrants shall be .either American Darling 14. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as Mark-73 or Kennedy fC Y necessary. 15. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority, (the "authority"). TH F D 16. Water service will be provided b an extension of the Frederick C adjacent ry Airport Road. Y County Sanitation Authority water main located j �� 0 ,ram 17. The CONTTRACTOR shall coordinate with, and arrange for inspections by, the Authority. U JOHN C. S No. 21621 18. The Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The CONTRACTOR must make application for and pay the cost of this work, 19. All site and building lighting shall be installed to avoid spill -elver onto adjoining. properties. 1 O�S9IONAL �G 20. The CONTRACTOR shall provide 8' chain link fence in locations generally as shown on the plans. fencing shall be similar in construction and components to the details shown on the plans. Submit specifications and, cut sheets• of proposed fencing to OWNER. Obtain approval of fencing location from OWNER. - DATE: SURVEY: 21. The CONTRACTOR. shall provide guardrail in locations generally as shown on the plans. Guardrail shall be 010CT96 NA similar in construction and components to the details shown on the plans: Submit specifications and cut sheets of proposed guardrail to OWNER. Obtain approval of guardrail location from OWNER. SCALE: DRAWN: SHOWN JCL C. I.: NA JOB NO.: SHEET: 9602001 2/17 250' SITE ` 25 MPH DESIGN SPEED SW 11 04• E - \ _- - N LA _ - - AIRPORT BUSINESS CENTER I \ b STOP SICN-MOUNT ON STD. - N. _ Or_ M` -1 POST OR EQUAL 5' PARKING SETBACK ILTT�_ p w a.2 �� / -- ACCESS/_ _ EX. .S4N M \ SECTION 1 LOT 7 O 0 o a. G SETBACK TOP = 678.8 o z o n 1 0 0 / 25' BUILDIN HEAVY PAVEMENT SECTION LIMITS /N = 669.08 - ZONED M -1 a �000� C B 50. TAPER--- R27.p0' OUT = 668.95 I � O b 34 CG-6 -� USE: VACANT 21.1 2 Q�' R5.00' / ��1y 1 IJI 20' SAN. SEW. ESMT. 7+0 GE-t 0 - ok LT: - / 1,��'y�• \� 1 tLLLJ Y� 3 �_2: Rs: cui o SAN. M ' R5.00' '. : CG- �$ 4 F O 0 n l OH T• \ `�- _ 300'-8.0 G LT. 35 6 00 724'-30"0 04 "A H- RCP O 3.409. w e� ® 0.74'-30"0 RCP O 3.40% \ /L L 8+ �i I \� ® ' RCP O 0.80% 5 w I I 31.00' END 1 C C ono ', �� / �' f ` o S• 0' Dt 4 3 1 R5.00' ` �0 \ a Z R53.00' \ O ESA((/ 1 0 N R30.00'R60.0 \ , 5'R(TYP) �olo, ORN' � p O 2,12x -' �- i • ti o a 312.50 / n Q G,7 •0 R5.00' \ SEE PLANS TITLED -' ' O "ADMIRAL BYRD DRIVE CONSTRUCTION PLANS" BY PAINTER-LEWIS, P.LC FOR ROAD DETAILS 2O•p0. 000 \\ � / / N \ / G��/ \ 00 9+0 32 0 2• ® ® Q. 011 ® LT. ® 20.00' 22.00 2°.00 LP® 00 0 TOP = .j 55 J 0 0 ES- / �IN k 617 �T 9.00, p0 .(� / OL - 662. 03 0 ELT. RE P)Op. 20A0, 0.00`� 2p.00 0 '� P• 4 R4.5 ' R15.00' 4 00P1 42t9k1a \ . 00 22 LT. \ \� ' I O / O' 0.00 0 4.50' 0 N \ 0p' 22'0 60 N p0 R25.00' EX. CUL INERT 20.00 S N E N 44 \ I 2 p0 Q• + I F o Li o"o 274 69'-3 \ I I O 0.79 Q. 4.25' ()0 \ '` / o I o AR CD \ Z O / Cr HC D GS. ' I y� < 0 �° N 1 I \ / CG_6 1 Pv 0 R 12.5 0 0 \ / PLAZA AREA DOUBLE LEAF SEE ARCH. DWGS. 0 ,� WING GATE \ _Ix 30 00 DI 20C pt Op, 8' CHAIN LINK FENCE `0 O. LAI to / ?O LT. 0 O eSY, a1 ` CONCR �� Q O / FU E 1.20'-24"0 0 'L'l• �* \ ' I J W Z PARKI G o * i * +\ 00.00' j �RCP O 1.12 ® ROOF LEA * +\ II` I I Q Z Ce W i xo o PVC o 07z w .:: \+ °° II �i I U 10'0 SDR21 PVC WATER MAINI _I 1°° OH (FUTU )S OG LT.(FUTURE) R1,° 36 00 E 1 Z (n 0.00 00, u R5.00' o . _ � (T�) 10" X RE LINE HCR Q �, / pp F.L��.ggS, m c i E N 199.00 (2) BfH�A581. 4H LT. o O F.L.S. ; I EX` CUL U + ` // F , p• o /' • 8• . FIRE• •LIN �� END CG-2 L N � R 10" X '8" _ TE m ]L CG=6R_ � I NDC FH ASSY. 00• 'rn •••�� + ` \ ` � B _ " 1' NDC / 301.48'-24"4 = • $ < �-1 0 Oa 1 CP O 0.50% 0 p0 SlOEW o '' • �+ V 0 l 1' NDC t/�P / DII=3C CREW q 0I-3 R10.0�' X R \ w Cr-12 / /�t1TURE L=16, $, CON • 1 GV do •BOX L=i ° + X. SAN. MH J �_ / ON gyp• PARKING 10• X 8" TEE 35. OP 0• 5TOP OgT OR AR 2,00 R15.0 E FIRE LIN 0 • • /OP 657.08 664.46 W `?6 SIGN -MO EQUN 00 ?RASH p GUARDRAIL O 7 Q Q 3:1 TAPE R 5 O F PROPOSED APS P • • Ate. •. 5' O GFC SPEC EX. STA N Cr__ C-1 P i ' DRILL POLE1 F�R • • ~w�' OMPACTdR' :. e .:•° w FUTURE HEAD F.LS. �) MOUNTED RMER g 5' OFF FC TOP 670.67 F.L. -� (TYP) 41 OH V ,�e+r` 0 164.76'-18"0 A ESQ .! �- ' o• 51 ° FH ASSY. • i 0' RCP O 3.43% ° .+ W1 D. FCSA FH a ''' • • o `• ` \ NDC 20 / 10• X 6" CROSS °' 2 00 0 0" / 3+CO / , 61 e R OF LEADER 01 HEAVY PAVEMENT SECTION - k / � O 2 p0 3• METER PER / ' • • R A 1.00R Q i �89 1 FCSA SPE R /.+ . P1Q - E �DI-3C F / c a q ` \ -o F L=16' FH A� P� '/' • • • r ` \ z I G LT. k / . • 4. • � B 1 � °w� �cv 16'-15"0 8' - e F.L.S. PN r 3.0 WATER LINE . • \; RCP O 21.977. L R59.00 10'm C9p0 `� oo O COL. 2 • • • • L oo ` ` 1 1 • OLLARDS.. ` \ \ O N l • 159.49'-15"0 "i PUMP R • . � � � � 1 FH ASSY. 'i`' RCP O 1.007. „ . • L.S. o +1 N I� op �.. N _ I N • e • �^ o -.OH LT. : 1 1 1 1 • KOHL'S DISTRIBUTION FACILITY '� �� ° 0 N N 158.19' -24 0 c� A 2g1 p0 • _ • • • ° z y , RCP O 2.40% PARCEL AREA r- 53.34 ACRES00 ...+:::'Q. 1 v ° 11 Ntn BUILDING AREA = 3 6 3 014 S F LER PARKING Aft 1 \\ d �.. d I e B l� I L D I N G ADDITION = 3 6, 5 0 0 S F �� ` .: �'- w:* HEAVY PAVEMENT SECTION \\ p BUILDING HEIGHT = 35' \ s . I irl , *�*f* • • • • 4 , x 1 Q U 00 In ROLL BACK GAT (2) a N 1 \ \ N U Q * o - i Lt m 1 8' CHAIN LINK NCB * * • • F F 71 1 " 4 0 • • 5 6 C 1 1 * *,* Ctr. a . \ 1 \ 1 1 � 9 o p ,Lo11, ` MH-1 D_1 - I * z b'�t - 8.0° • . try . . 25A ,6' 24.0 \ \ a 16.00'-15"0 Di ° RCP O 2.00X RCP O 23.97% p. 0300• oo • • MH-1 24'-21'0 1 0.. • e • RO f LEADER.: bi.1 \ 1 I " r `$ 201 -95. t=16"1 \ 32'-21'0 RCP O 6.00X Q 274.38'-30"0 1 ENTRANCE • • • 4 RCP o 2.33 X ; 1 o RCP O 6.00% CONTROL \, RCP O 1.20X U ; 1: SEE ARCH. DWGS. • H �5 • ; , \1 xw. 443 e ♦2 t 1 c) I , do �1 ° LTH OF D N MATCHLINE • SEE SHEET 4 3, a\OCrod-r,etrrol a� Z f o m a U JO LEWIS No. 21621 9 a SIONAL 0 250• "MPN 75 DESIGN SPEED " 50 0 50 150 Scale 1` = SO ft 14' TO FACE OF CUR' -12'- FORM SWALE DATE: SURVEY: Dfo\,EWAr SLOPE PER PLANS 1i4':1' SLOPE wN. , �•:, , ,•:,' 4• 01OCT96 PDS � r � .. • 4Max � SCALE: DRAWN: 1650/ Square Yard of Asphalt Concrete, Type SM-2A 1 " = 50' JCL ADMIRAL BYRD DRIVE 10' - Asphalt Concrete, Type 1M-IA 9A' - Asphalt Concrete, Type BM-2 TYPICAL ROAD SECTION AT ENTRANCES 6.0' - Crushed Aggregate, Type 21-9 C.1 2' NOT TO SCALE JOB NO.: SHEET: 9602001 3�1 F o RCP O 00.72% 1, A. E . N , a t " 6 1 GUARDRAIL O F y 5' OFF FG TRAILER STORAGE AREA E LT o STND. GR8 SPEC .a0 INSTALL GRAVEL PAVEMENT SECTION ` " \ 22 333.87' - 30'b o " R25-UO'• RCP O 1.20% ■ o PROPOSED ' _-; — X _ POND ACCESS 36.00'-30"b ` +�. to • �' 1 \\ I o ROAD \RCP O 6.00S 6 MH-1 \+� END CG-6; 1' NDC '. 1 ; 23B 4 1 \ \ 23A MH- c" CP O 6 OOX ---- ` n • : DO 4 1 MH- I I EW-1 \ 1 ° 16'-2eO \ MH-1 ` RCP O LOOS y I .. � 2'-18"b n 3 00.. o Lath ` RCP O 6.00% I m J \ \ 24.00'-36"b — " \ RCP O 2.40X 1 a 1 a A3SY. N a -''� (` BOLLARDS ; , 32'-18"b y H RO L RCP O 6.00% I o ~ 12,L00 RCP O 3.85 X 'QH. ..:.. ° ,Z(2) DI-7 YI z Q * , 4 01 I1 31g.0 OH'LT.:.. cp FH ASSY. 0 iO ,� * TRANSITION TO MOUNTABLE +� CURB (CG-7) ., RADIUS F.L. S1NrLE LEAF . .. L= 15' I SWINO GATE, C=15 .bFF. LT:' .. R10.00' CHAIN. LINK FE�(CE o . = ---__SINGLE LEAF p 0 SWING GATE, L= 15' GUARDRAIL O 5•� �^ 8' : Fs R, LINE 8' CHAIN LINK FENCE ' �3, o * * 10° X TEE. 224.57'-150 5OFF EOP STND. GR8 SPEC L1t1E: RCP O 1.00% TRANSITION TO MOUNTABLE p CURQ (CG-7) 4 RADI US N.P. �9Q0 2�3+Q 1 o HEAVY PAVEMENT SECTION 1 * 0-- 0--0 .- * -� * (2) B�JLLARDS 0H LT �o _-O *�* N.P o. p� 1 o ASSY: _ \ * ° °� o * * '' * ` E ' (4) 60tCAROSFR PARKING: `AREA o� o \ , �p� R10.00' F. ®�. _ PGFY LT. \ \ \ 0'x/xix�.WP.dFl LT. x GUARDRAIL O A!° �x WP'Gn LT. 5' OFF FC (SEE -EROSION AND SEDIMENT \ * �o� x�* STND. GR8 SPEC CONTROL PLANS" BY PAINTER-LEWIS , �.o'�O �VI�CF1 LT. DATED 14JUN96 FOR POND DETAILS) 3'10.50 STORM WATER DETENTION POND / NO. 2 / / / / / / / 50 0 50 150 _ * GFI LT. 300.50'-15b 10, RCP O 1.0N 5' ARKING SETBACK N4Z46'0S"-W--- 1403.76ft Z CL d 4 OF lI Tw�-- JOHN C. LEWIS 9 No, 21621 �i Sf ONaL _ DATE: SURVEY: 01OCT96 PDS SCALE: DRAWN: 1 " = 50' JCL C. Scale 1' = SO f t JOB NO.: SHEET: 9602001 4/1 7 IN S49r�1 04 E f -- AIRPORT BUSINESS CENTER \ _- \ \ 2 �-� — 0�0� / , ) , ) I \ SECTION 1 LOT 7 I oo 0 o 5 6U►LD / r,6�IC8 _ Z \\ / i 69. 95 ZONED M 1 Q m 15.9 T T0-69. USE: VACANT , w cr- \ . '— ' —� \ \ \ •- j \ �� T l / / 9� / e� / \ ems,\ \ W O 1.60 12.85 `\ \ 8+0 ND TC 11.9 T _ �� \ 121 _ __ \ \ \ I ( SEE PLANS D \ / i _ , — _ 7 �` S� TC 07—00 _\� \� 'ADMIRAL D DRIV7r CONSTRUCTIO 5" \ \ I PAINTE LEWIS, L.Coe FOR R D AILS r \ nQS�J4N. Ate/ / \ - 4 Tc 10.3 ETC TC 12.00T `yam �\ TC 10.50 f r � \ � \ ` T T \ h\ 44 Od / \ , * . EX. TC T TC 10.5 T c c TC TC 09.4 C 1 of TC P.6 \ \ \\ TC 8.80 PVP. �REELI "oeI cc \ ( Q 2.03 0w LEADER -� _ �"' � .J \ � \ \ / � ,/ ,/ 85'•�10"� SC� 40 � 1 I � \ � TC 11.00 � PVt O 3.07t: �° / / , / ,\ i , \ 1 1 V ivp 7Tc. 11.4DLAJ CL LLj E TC i6. T _� �. \ p0 / ' �` • , / . • _ .i / C_ _ssM4 Lim ORLA- / TOP F?£RMANENT kRADI r 1 • — -� ` AND ACC S ESMT. 1 ` ° N . � ' 4� � / ° / �• I \ ` } � / � '' � � \ 1 / — \ i , \ 00 ,1 -- _ K 0 H L S I ST Rk 6 U I r- / • \ % --� ° R�P. N 1 N PARCEL AREA 5 34 ORES --�h ;� ._ \ ` 1 / • Ln / 1 / L-ER P INCY AR �,% ` 1 (n Q� 00 UILD�NGRE�\ = 363 0-14_SF-----� �,� �/ / `� `� d Y � Ln PROP. TREELINE 1 Z I \ \ \ G \. \ / / % \ . �. / ` I ,\ 1 4 0 BUILDING A IT10N 1 � / BUILDING \HEI*GHT — 35 _ \ �, s.8,20 / � �� o � �\ !cam � '•�,� _ -� � I �l • �' ,.- ._ — _._ � Ct 1 \ • l � / � � ._.._ _ � ` ` \` '- \ `\ \ / / J � �- � LTx of ----, \ \ \ // , MATCHLINE SEE SHEET 6 or er _ �\. \ \� \\ 1 I (l / / / I o try 50 0 50 150 Scale 1' = 50 ft JOHN C EWIS No. 21621 ot, �ti �SSjONAL DATE: SURVEY: 01OCT96 PDS SCALE: DRAWN: 1" = 50' JCL C.I.. 2' JOB NO.: SHEET: 9602001 5/17 - __•, .-_','' i - MATCHLINE SEE SHEET 5 - ot 7.40 Co07.40 If r \� / 1'� % �°� % � J� I i ,, � 1 l• '� 7.4 06.32 I ' • � � - - / - 40 _ LER PARKIN ARE • � � � TC 05.90 r - 1 I 1• , � a i If BC 05.4 4. i \ 1 I 04.90 1 0 .20I ` .1 C�I 1 i { 1 ' { { I j i `• 04., 7 05. C � I i 6. 1 INTC 05.90 1 \05.6 BC 05• ' r f �t f�,...•. \ �\ \ �, ; � ..\ � O � / I ,� r � I � ' C r C 05.20 • . • 04.90 / i \ \ \ , 1 x i I 1 1 I f BC 04.70 .70 05.20 t \ \ o .9 \ 4.65 ! - /� , I ! \ ` i o ' I Z \ \F \ r r I 04 1 70 06.50^, i • / r r , , , _ - 4 ,, \\\ 03,220' I ! / J 4oa O 1 1 1116 , i / } i I I I t, • r 6. • . -"�- ` ` 1 1 I Z , r +I - AS 03 r �,� // r 04.210 0 I 2 , f `I 05.20 ` � � f I � � J / 1 ' I i i 06.20 , OI I / I 1 I I i I 05.20 p i o / x i * * TC 04.60•Wi 07. o I o x Z �y 7.30* I '. } ' i l �l ;', /rr�' p�/x�x' ' * / I Do-/ r TC ' ' I 1 ' < ' _, fi t \ l\ 1 ! If 07,55 0 Li.j I - I }\\ t `06. 0 1 ' Z 07.20 08.20 �o� /x/ T � ,r i - -_ 04,1o n� p / x 1 i \ \\ \ \ 7�8 ` _ TC 07.20 TFlAI PARKING LLj A 1 �1 , l .' �* O SO �Or Oiler•/x j I ( + 1 \ \ \ \ \ ,,\ * _.'._•- J - ' I \ \ �. \ - r I I t 1 x x ✓ x - ' I 1 1 I 1 ` 1 \ \ \\ \ \ ` \\ \ \ \, _ ...._ �� '1 O p , 7-�'- \ E GflOSION t P ' 1 \ - 1 I , { \ ` \ \ ♦ _ - 704. \ --{SE ANq. SEIjMEN1 - \�♦ CONTROL PLANS_* BY PAINTER :LEWIS 1 `� '\ i I i l 1 t \` �` ^\ -' -_ _. _ T02 . p__ o t \ ` DATED 14JUN96 FOR -POND DEfAK-S) } _ - - - __ ..._ _ _ 1 '/pi W 4 \' ` � '•, -.., art. ! �! 1 "S�• ` \ � � \ \ \ \ \ \ \ � � } � ( � f { \ \� \ \� \� � \,\ \ � �•,.__. __ _ _ _ __ _ _. - x •!'rt � _ / ' � ' ' d- EN 680 i ► + _ = 1REEU L-NO ` ,\,,``- _. `._ -.._-- �' / j i ` \ '•\^,...` 1'- ..,� \_ r1 'ti -�. t ` t `� _.,_,_ _ - __ _..-" __-•- /`"'.. �/� ' � ' , � �I { A\ •��\ � \ �'^ --- _ _.----..•_.-.._.._ __ _.. __,.. _r --'- _-... 68f _...___ _.. ." / / ,,\ �, .\�� ` _. _._ -... __ _-- --_ -._,_. _- -."'� N -•. ._ TO j ... , BP4 � '� � � O �\cn Ln 41 i I U 648 , - _ _ - In _ _s _. _ _`_ --'tom_ --•-• -..- , .....- - J Y -- PARKIKG SE?BACK - _ N4z ;+6,0 _ - _ _.. _ --- 76fttom _ 3. o JOHN C. LEWIS 9 50 0 50 Scale 1' - SO f t 150 No. 21621 04, �SS1ONAL I Z 0 CL W Q QI 01 Z DATE: SURVEY: 01OCT96 PDS SCALE: DRAWN: 1 " = 50' JCL C. I.: 21 JOB NO.: SHEET: 9602001 6/17 � m general backfill - - general backtill 0 D O D.` t of manhole at grade in pavement areas unless otherwise directed top 9 P 8" --- 8" 8" — __ 8- 1•-15" top shall be set 18' min above grade in easement areas f` (n square skid pad 6" thick- 114" carefully compacted 24" carefully compacted backfill Z Z O Y contractor to grout manhole ---cover in place select backfill d[WEKI -- stone �_ 6-t•• 6' O.D. aggregate �.'•• .:: � p F= Ft - 4 bolls (14' die) I . _! 1l2 O.D. aduustment rings (11- max } - - s" l _ 6• Ln C) _ Stone aggregate concrete LL 8" max STANDARD CONCRETE CRADLE concrele AsTme 15o i-. 4000 psi2 or 16 (%P) general backfill general backfill pioneer 301 mastic applied between )ants and on 0 D. OD Q � of exterior side mrits - - 8" rt ._ .a 6• -- g" «a .....� � N pints are to be sealed - 24' carefully compacted concrete backfill carefully - compacted . -_ 24• O with "O' ring gasket select backfill- variable 6 �- " O.D. i_ -- - 4 O D. I 6. �, 4'•9' _ 1/2 O.D. # ` I ----pipe to manhole connection to be - • • - 6" by flexible sleeve 6" invert channel to provides smooth transition in to out. -- -- 3'-0" min stone aggregate Concrete N for all connections 4'-0" max ' 2-0' max ___— QQNCRETE ARCH CONCRETE ENCASEMENT W top of berx h wall gran bottom of manhole - '•:>.`:!�:•,'.��. ' same etav as J to Corm channel 2 :`:`:;<::•.::.;,:: top of Fapa repave t0 1-1/2 times _ _ saw cut to be made at 0 original thickness -- time of replacement. 17 �_:...�...1.y, . a - ti ....ti { ti {. rr -.1 6" bedding stone ,�({.t.ti•ti.. •�. {ti �. { r.r•. r} t•r•r.f:3r•3 t.r.} frrrfrrrr�+r3rfrftfr ti ti.ti.r.ti.�.ti.ti.ti.{ ti•;•4 ir. !r%;irk.?.}r?;?r?r?.?r?r±:?rtr?.?..,fir I��i w e� J NOTES 1 Manhole sections shall have an external coating of approved bitumastic waterproofing prior to installation 2 If adjustment elevation exceeds two rncl,"s use concrete adjustment rings with a exterior coating of O.D. 8" I _ _ Entire trench to be 3 F— W W bxtumastic water proofing compacted 21-A 3 Final slope adjustment of manhole frame may be by shims and non shrink grout Skid be O 6" 4 pad to placed around manholes located to shoulders of roads 5 Flat be ft less) installations CLIO top casting shall used on shallow manhole (6 or Q J ~ V.D.O.T. PAVEMENT REPLACEMENT F Z Q 1—CD STANDARD MANHOLE N Z Figure 12 TRENCH & BEDDING Q Figure 1 PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER r a SCALE Si (H) 1' =50.0' _ 1 SCALES, (H) V =5 .0' r LLJ Q Z ce- 720 720 LA- V Z w OW Z m Z = 715 715 v _ EX. GRADE - PROP. GRADE f-- V PROP GRADE O ce N 710 710 Ja"p oaW _ — co W/L X-ING EX. GRAD v Y Li z � PROP. GRADE PRO. 24" STM. w 0 a z00 SEWX-ING a_- c11 — — PROP. 30" STM. 705705 _ PROP. / S 30" /STM. X-ING -r o0 II Iq CIOZ �w o / O o�llzdz + = (0 > o > a-o- X PROP. $'- '0 PVC SEW. -It�G 4 IL 700 O w o" j- 00 a- to _ SDR-35 SA . SEW. _- 700 -0N PROP. VAIN 220,_0 R-35 SAN. ® 1.60T, PVC SEW. STUB ® 1. 0% rr PROP. 6 SCH 40 PV PVC SAN. SEW. c� N I N u-) in LAT. ® 2.4 5' FROM PROPOSED %, TERMINA BUILDING E FTG. ,, I Q) N N 695 / 695 / PROP. 3 SDR-35 0'-8" 0 PV SAN. SEW. PRO 160'-8" 0 C to o rn 0 SDR 35 SAN. SEW. u > nin E GRADE / MAIN ® 60% /� MAIN ® 3.44% � o a) 690 690 V o N o m �s- L a to 0 Cn 6851 685 � o / ant 6" FORCt MAIN 680 / 680 _ L� o� ---,PROP. SD 200'-8" SAN. S 0 PVC W. vl� ° c -35 MAI ® 12.12% - JOHN C. LEWIS II I No. 21621 675 675 _ 0 I I I I m SSJONAL ' ~ = o o N o o r7 N N N� O O o = O o r DATE: SURVEY: 670 I I 1 = NN N a = 0)0 r- = NNE � tTrn °i ( 670 o il oil o� o� c9 if LY—CORE DRILL AT 0 (::) II III o oo F a o o II tlz zo oo` I 1-- zTOP 01 AUG96 PDS F BENCH tr-oLo N_~ o IL -II o u7 o SCALE: DRAWN: II + o . . . ,,ZZZ Ot\» II Off» a +�zzz � >» o 11zz �O(1»> j j SHOWN JCL 665 `bo �o + �L CL a0 �0 +ZZ � o t ° o � 00 o0 too O 00 0O 665 c.i.: PO _ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 10+00 11+00 12+00 13+00 14+00 -- 2 JOB NO.: SHEET: 9602001 7 117 trench width A : as required I00 -{ •'� " dia schedule 40 4 '••r!_-� . steel pipe idled with - concrete and painted I 9 yellow 2' r{• 48 " dia it-3. 0 6"0 �+ concrete concrete thrust block stone -- BOLLARD DETAIL direction of setting to be approved prior to installation as r uired concrete pad V-6" sq x 6" deep - locator peg mechanical pint swivel tee with 6- branch FIRE HYDRANT ASSEMBLY Figure 9 concrete pad 1'-6" sq. x 6" screw type _._... \ adjustable valve box locator peg megalugs ♦:�:�. sir . - .•�•f•J'• i♦i}�.{,itir•{r :if{°iiti r{r.�`:{{ti:{r�r f 36" min. valve megalug to main -- -- megaluc t ' _thrust _18" tto 24" _- block - 8"x 8"x 16" solid block (for valves 12" and larger) t f/, GATE VALVE Figure 8 general backfill OD 6" 8. 24" carefully compacted concrete select backfill 6' O.D.I s f. 1120.0. stone aggregate CONCRETE ARCH repave to 1- V2 times original thickness general backfill stone agg regale concrete CDRQBEX CHADLE general backtill carefully .. :• ve select backfill I.mv/s/m.; •6 6. concrete _saw cut to be made at time of replacement. Its• e� r O.D. -- entire trench to be compacted 21-A V D.O.T PAVEMENT REPLACEMENT TRENCH & BEDDING Figure 1 -7 -..... kanch Donal.. pat. valve 6 box.. - O -- pate valve 6 boa _ undisturbed -th -_- sir D.WIV TYPICAL SECTION jEE. WYE. OR P.Ll1f In Barr d wixid bin" dM f % may be wappW wW •derota. )land axcembon PU"d-AJ.Oa, and to Cw r40 Pound W mnpNMly N 10 d •D- . 12'-. for 7 Cr and .meow p" I. fimnp aid agakW undNanbed .oa The bewvrp dmanawna •D' . 18- mn. for 1 t frru 20' pips epwnat undakabad add"rwnwn as at- .w "M babe ke A, B, C dmwr.wn.. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe DIa. Ph' s Wyes 8 To" 11 114° and 22 112° Bar," 45, end go, Bands - A 13 1 C A B_ C A B C 8' V-0• 0-•' 1'-3. V-V Iry W-9- 1'-r 0'-g- 1--g• e•- �' _ a-r r-9- oa- a-9• 0'-g' WY V-3- _a-=•. (Y-g. ?'3'_. 7-e' 0'-W 7.3- 1'-0' _1'_s' V-9- 12" 1-v Fit- 7 6' 1'-3• 1.0' 1'-6• z-0- 16' 7.3' '-0 1' 3.6' _V-3' i'-6- V-0- 1'-0' V-6- 7.0" 2.6' Z.Q" 11-T Is- 2•$' 1'-3' 3-fY 1' 6' 1'-3' 7-0' Y-T V-3' 20" 7-g' -1'43' f-1 1' g' 1'-6 2'-0' 3'-3' V-6' S'-d 11 tL HRU 90°-BENDS ow, n to& dvar mww wad wnbaddad #I (xarveaa IMnt M.A. FITTING SIIn Ron STr KQ1 FMfir Q1FNT .y IT 6 LESS 6 2 30- 14' 20• 8 2 36' VERTICAL BF.ND6 xYr FRTING VOLUME CIF THRUST BLOCK MI CU. YD. s10 i0itl° pL SIZE 11-114• r-22 11T• 45' 80° 6' 1.3 a. 1.1 2.3 THRUST BLOCKS FOR VERTICAL 10" 1.8 3.7 UP BENDS SHAD. BE THE SAME tr 1.2 2.8 5.6 AS FOR HORIZONTAL BENDS. 14" 0.6 1.7 3.0 7.6 9'-0' R11f1, 16' 0.9 2.3 5.1 - back flow everttor 20' T2 4.5 7A z min. 1 CONCRETE THRUST BLOCKING - - i Figure 2 6'- min. -3'x3' access door with I pad lock hasp precast concrete visual remote readout (mounted so it Vault min 6" wallls. % can be read when access door is open) access ladder 5 0' back flow min. preventor i min. -- - - �t - p --- --� manhole _ 3Y boot ...............I:..... 6" no. 57 stone \block support 3" THROUGH 8" METER INSTALLATION Figure 7 AMENDMENT NO 1 - JANUARY 1996 Ei RE HYDRANT TEST DATA GATE VALVES Indicator Posts Apk��D POST TYPE IP71 (Non Adjustable) Listed by Underwriters' Laboratories, In(:. ar3d Factory Mutual Research Corp. 1 - LOCATION SKETCVA 'Sb6 X9,40005V a 6 • `V�/ � l �`i' \- /// ,' � r dry' �%� ��`� ) aa's usraeUne,r 14,^.,(,7r. % °IPf NET13GPt i /i ......................... a..... - - ... .... ..... . SUMMARYOF ORTGINALDATA ............ a ............................... •.. Cy1.erNet Veseion 2.17, Copyright 1991.92 Haeata,l Methods Inc. Run Dexcriptitm: FIRE FU)W Drawing: WL P I P E L 1 N E 1) A T A STAT(tS CODE: XX -CLX)080 PIPE YIN -B0UNDAkY NODE. PU -PUMP LINE CV -CIIECK VALVE RV -RBCIUJLATING VALVE PIPE NODE NUS. LEFRTH DIAMETER 1401)(:1WESS M11101? 1104:S FIND PUL NUMBER 41 42 (ft) (In) COEFF CU:•RFF Ift) I 1 -. 560.0 12.0 1-L0. 00 0.0U 2 2 3 1555.0 )2.0 12n-OU kL OU 3 3 4 R.0 6.0 120.(7t) 0.00 4 3 5 933.0 12.0 120,00 0-OO 5 5 6 928.0 12.0 120.00 0.00 6 6 7 8.0 6.0 1-10. 00 0.00 7 6 A 193,0' 12.0 120.00 0.00 8 8 9 62.0 6.0 120.00 0.00 9 5 11) 981.0 11.0 120.00 0. (10 10 LO 11 942..0 .1. U 12(I.00 D.On 11 10 12 607.0 ]0 U 120.00 0.00 12 12 13 a.0 E. 0 120.00 0.00 13 12 34 75.0 10.0 120.00 0.UO 14 14 15 664.0 to.() 120.00 0.00 15 15 16 8.0 6,0 120. On 0-00 16 15 17 751.0 1.0.0 120.00 0.00 17 11 18 8.0 6.0 120.00 0.00 10 17 5 2.97.0 10.0 120.00 0.00 19 14 19 158.0 100 120.00 0.no 20 19 20 199.0 10 0 120.00 0.01, 21 20 21 62.0 10.0 120..00 0.00 22 21 22 A 0 6.0 120.00 0.no 24 21 24 8.0 6.0 .120,00 0.00 25 23 25 440.0 10.0 120.00 0.00 26 2.S 26 141.0 10 n 120.00 0.(10 27 26 27 67.0 r.0 120.00 n.0O 28 26 20 742.0 10.0 120.DO 0.00 29 28 29 63.0 6.0 120.00 (1.00 30 28 30 651.0 10.0 120,00 0' 00 31 30 31 12..0 6.0 121)-00 0.00 32 30 37. 706.0 10,0 120.00 U.UO 31 32 31 12.0 6.0 120.00 0.00 34 32 19 635.0 10.0 120.00 0 On 36-ONPU 0 1 1.0 12.0 120.00 0.00 712.00 37 14 14 603.0 10.0 120.00 U. 00 39 34 23 732.0 10.0 12U.00 0.00 40 1 8 5253.0 12.0 1.20.00 0.00 P U M P D A T A THERE IS A PIMP 114 LINE 36 DESCRIBED BY THE FOLUJWING DATA: HEAD FLOWRATE (ft.) (glxA) 198,40 0.00 115.35 1187.00 46.14 1647.00 JUNCTION N 0 D E D A T A .7I114CTION JUNCTION EXTERNAL JUNNCTION NUMBER TITLE DEMAND ELEVATION CONNECTING PIFBS (9Pm) (ftl - 3 1 MAIN 0.00 715.00 1 36 40 2-1 PP.F.STON PUAC 0.00 720. 00 1 2 3.1 Clr1LDREN'S S 0.00 724.00 2 3 4 4.1 Fit 0.00 724.00 3 5-1 BUFFLICK RUA 0.00 710,00 4 5 9 18 6-1 ADAMS 0.00 726.00 S 6 7 7-1 Fit 0.00 726,00 6 8-1 PR(:rlp.('T HOPE 0.00 72.4.00 7 8 40 9-1 pit 0.00 724,00 8 10-1 P.X. STUB 0.00 710, 00 9 10 it 11 1 AES Fit 0.00 715.00 10 12 1 RIJIW OFF 0.00 71 f; . OO 11 12 13 13-1 Fit 0,00 716 00 12 14-1 K01IL'S 0.00 •116.00 14 19 37 15-1 Fit 0.00 728.00 14 15 16 16 -1 Fit0.00 728.00 IS 17-1 F14 0.00 725.00 16 17 18 18-1 Fri 0.00 725.00 17 19 1 FIRF. LINE 0.00 712. 00 19 20 34 20-1 PIPE SERVICE 0.00 712.00 20 21 21.1 Fit 0.00 712.00 21 22 22-1 Pit 0. (10 712.00 22 23-1 FYI 0.00 712.00 24 25 39 24-1 Fit 0.00 '712.00 24 25-1 FIRE SERVICE 500.00 708.00 25 26 26 1 Fit 500.00 708.00 26 27 28 27-1 Fit 0.00 706.00 27 28-1 FI1 0.00 705.00 28 29 30 29-1 F13 500.00 705.00 29 30 1 Fit 0.00 707.00 30 31 32 31.1 Fit 0.00 707.OU 31 32-1 FII 0.00 '706.00 32 33 34 31-1 Fit 0.00 706 00 33 14-1 0.00 714.00 13 37 30 Run D> acriptl : FIPR FI7.'W Drawing: Wh P I P E L 1 N E P E: :c D 1. T s STA'I13S 0)t3E: XX-CLOSSD PIPE SN -BOUNDARY NODE PU -PIMP LINE Cd -CHSCK VALVE kV-PEGULATItI'l VALVE. TK-STONAGR TAIW PIPE,' NoDR NOS. F1,0111RATE HEAD PUMP MINOR I.LNE Ill., NUMBER 81 42 LOSS BEAT, Loss; VRI1). 1000 (<H)ml (ft) Itt) Ift) IIt./s1 Il(;ftI 1 1 2 S91.14 I.57 0.00 0.00 2.53 1. to 2 2 3 A91 14 1 69 0.V" 0.On 2.51 .:. 38 3 3 4 0.00 0.On 0.00 r1. U1) 0-00 0.00 4 1 -1 891.14 7.22 0.no 0 On 2.51 t� 5 5 6 .60A. A6 1.09 0.00 0.00 1.73 . 6 6 7 0,01) 0.00 0 00 0.00 0.n2 O.cU 7 6 8 -60A A6 0.23 0.00 0.00 1 71 1.17 A 8 9 0.00 0,00 0. 00 0. UO 0. 00 0. 00 9 S lO 841,97 2.10 0.00 0.00 2.39 2.14 l0 10 11 0.OU 0.00 0 On 0.00 0 4H) 0.00 11 10 I2 841 97 3.15 0.00 0 On 3,44 5.20 12 12 13 0.00 0.00 0.Uo 0.00 0,00 r1.00 13 12 34 841.97 0.39 0.00 0.00 3.44 ".2n 14 14 15-65A.03 2,19 0 00 0.00 2,69 1.29 15 15 16 0,00 0.00 0.00 ().00 it. 00 0.00 16 15 11 .65A.03 2.47 0.00 0.00 2 69 1,29 17 17 lA 0.00 U 00 0.00 0, Ito 0 Oc' U. 00 18 17 5 6S8.03 U.98 0.00 U. at) 2.61, 3.29 1.9 14 1" 621)61 0.4A 0.00 0.00 2.S7 1.01 20 19 20 0.00 0.00 0.00 0 00 0.00 0.00 21 20 21 0.no 0.00 0.00 0.00 0.00 0.00 22 21 22 0. 00 (7. On 0.00 0. on U On 0. no ' 24 23 24 0-00 0. no 0.00 0' 00 0.00 0.0O 25 21 2S 870.39 2.43 0.00 0 o0 1.S6 5.53 26 25 26 370. 39 0.16 0.00 0.00 1-51 1.14 21 26 21 0.00 0.00 0.00 0,00 0.00 n 00 28 26 28 -129 61 0.121 0.00 0.00 0 5.3 ("Ir 29 2A 29 SU0. 00 1.50 0.0n 0,00 5.67 23,A2 30 28 11) 629.At 1 98 0.01) 9 oU 2.57 .1.0.1 11 30 31 0.00 O.no 0.00 0 00 ,).On nno 32 30 32 629.61 2.14 ).UO 0-00 7 S7 3 U3 33 12 13 11 00 0.r)a 0 00 0.00 O.00 o 1)0 34 32 19 .(,29 61 1,93 0.00 U.no 2 `.7 3 01 36-BNI-0 O 1 1500-00 O.U1 70.33 0 00 4.2'� 1. 37 14 t4 2-R.42 0 01 0.00 0.00 0. Gi , 38 34 13 870. 19 4.05 0.00 0.00 3. W, 40 1 A 60A 86 6 16 0.00 0,00 1,73 1 17 J U N C T 1 0 1) 14 1? D 8 R F S Ui L 'IS JtOJt"1-ION JUNCT G)N EXI KPVAL Wi DPAULIC JUNCTION PRIISSUP.E JUNCTI014 NUMBER TITLE DEMAND GRADS ELEVATION HEAD PRE:S511RE i rrl+m) (it) (ft) (ft) (Pitt) 1-1 MAIR 0.00 '782.12 715.00 67,32 29 17 2-1 PRESTON PI,A,' U,00 780."76 720.00 60. '16 26.33 1-1 ('IiILDREN'S F: 0,00 7.77,66 124,00 51.06 22, 99 4-1 Fit 0.00 771.06 '724. 00 53.06 22 99 5 1 SUFFIACK POA 0,00 774 9K 710.00 64.85 -)A. 10 6-I. ADAM.; 0.00 774. 91 '126.00 49. 91 21.64 7-1 Fit 0.00 775. 91 726.00 49. 91 21 64 8-1 PPINIEC'T HOPE 0,00 776. 16 724,00 S2 16 22.60 9-1 Fif 0.00 776. 16 '124.00 S2. 16 22 1,0 10-1 E:X. STUB 0.00 -772 75 710.00 62.7': 27. 19 11-1 ASS F14 0,00 772.75 715.00 5.7.'7S 25. 02 12.1 SLOW OFF n.00 769. 59 716.00 53.59 23,22 13 -1 FH 0.00 769 S4 '116. 00 54.59 23.22 14 - I KC7H L' S 0.00 769.21 '716 . 00 S 3. 21 23 06 15-1 pit 0.00 7'71. 40 728.00 4.1.44) In.80 if,-1 FH 0.00 771.40 '128.00 43.40 1R.80 I7 1 FN 0,00 773. 97 725.00 48.A7 21.18 IR 1 Fit 0.00 773.81 125.00 48.87 21 IR I? -1 FIPR LINE 0.00-76A.-73 712.00 S6.'73 24 58 20. 1. FIRE SERVICE 0.00 75ft.7; 712.00 S6.73 24.'"8 21.1 Fit 0.00 769.73 712.00 56.73 24. SR 22- 1 Ft1 0.00 769 73 712.00 66.73 21 58 :!7 I FH 0.00 765. 16 712.00 53.16 23.0-1 24 -1 FII 0.00 765.16 712.00 51,16 23.04 25-1 FIRR SERVICE 500.00 762 '73 '7OR.00 54.73 7'1.-11 26 1 Fit 500.00 -)62.57 708.00 54.57 23 6-- 27 1 Fit 0. (in 761.57 706. 00 56.t17 24- 1 2p - 1 Fit 0 00 762. W) 705. 00 S7.69 25, Or, 29-1 Fit 500,00 761.)9 705.00 56.19 24.15 :30- I Fit 0. 00 764-. 66 707.00 S7 66 24.99 31 - 1. Fri 0.00 764 66 707. 00 57.66 24.99 32 1 PH 0.00 766.AD 706.00 60.80 26.35 33 1 Fit 0.00 766.110 706.00 60.80 26 .31 14 1 0.00 769-20 '114.00 55 20 23.5, SUM M A R Y O F [ tJ F L. ,) W$ A N U U 'r P L O W S ( ) 1 114FI.OWS INTO THE SYSTEM FPJA ROUNDARYY NODES f - ) oIYFFIfJWS FROM T116 SYSTEM ItITO BOUNDARY IDES PI. PE Fln:)WRA'rB: NUMBER (y17u)) 36 1500 Ott tJhr SYSTh74 INFLOW 1500. On - fl9T SYSTEM fWTFt,ON n.00 NWT SYSTEM Dti WID 1500.00 Z J O W � � U wwJ Z V V � J W � Q f-- Z Q �==a M La Z Q W � f`'" U > Z O N w Z � �M U W i) O � U N W J� �N� O cc •N•aa��/ 0 le • A_ LLj 7 O (r a- O O ) .}., p N :3 (0 (� Cn N r,- 00 N Ln - nnn N N .= p1 0 0 ` 0 6 O In 4 0 L !` '- CO °� L a to O 7 N Q O a1`11) .1> JOHN C. LEWIS No. 21621 o�SSIONAL �0�� DATE: 01 OCT96 SCALE: SHOWN C. I.: NA JOB NO.: 9602001 SURVEY: NA DRAWN: JCL SHEET: 10/17 STORM-SEWERPROFILES 20 6B 6 16 t 5 _ 14 sC ILESl H) ! 1 4 17 18 =55.0' ce- >_ 710 � . . °° 720 0 0 O O 0 0 O � / � � J �I 0 OO r CO a)0 N O / O �- ? O O CO II cp II r 11 r 11 s / r- 11 r II `r r It II 705 o 0 ►- On_ PROF. G RA E 0 7`1 0 ►- 0 -' 715 o_ EX. GRADE a_ 0. ROP. GRADE EX,. GRADE EX. GRADE EX. GRADE/ 700: 710 _ 710 720 720 EC-1, _ CLASS I 110, 695 i N n' O a N N 00 0 ®. ' 705,715 - / 715 (p a_ if Zpi?OP. it 0 z o 0 11 z 274.38 ,30 0 RCP PRO , 164.76'-1 '0 RCP FF= 11.40 FF=711.40 r,, z ( 1.20% ®3 43% 690 + - + - - 700 1 700 710 1710 PROP. 11 .8 '-3U' CP 3.57% PROP. 159.19'-2479, RCP PROP. GRADE PROP. GRADE 2.40 0 PROP: 36.00'-30"0 RCP 685 / @ 6. 0% PROP. 74.38'-30" RCP 695 705 705 40 o . 68074 PROP. 24.0 � '-36'0 RCP .0 '-30"O RCP, . 6C® 700 6 00% _. � 70 � PROP. 129.0 '-18"0 RCP 1.00% 1.00% z 01 a 675 00 00 685 z 0 U_ z J rLn r- J 0 Ir �- I r) 0 0 I ►'7 O O K7 [ 0 0 I N I r 0 0 0 N - � 2 0 o O U- L "� o r � u- 0 d- � LL_ U_ to w 0 U- a LO O 0 p c0 u 67 _ r a_ O N 0 7 N ) rl- a- 0), 80 a- O c0 N 0) LO a_ N •- 0-, 7 a_ 00x 00 - t39 w In cn a_ O 0) u 0_ Ol O a- r- W o- - D tt) O00) if a- it a_ . O r- Q II ti a- tr- II CL II II (0 a. II II F" c(0A I' II F- c0 II II f- r. c0 it II F- r- r- !I II F - II rco c0- 11 O r II�n p p �Z _ C)O DZ 0z DZ ®0 Z 0 rajO ZZ rO `n0 OZZ"II0 0 zO OO 0 Oz 00 665 o + > > Z �+ » i K 0+ » z + LO +ZZZZ » » +Z > Ln +ZZZ » >> +>ZZzz 00+00 00+50 01+00 02+00 03+00 04+00 05 00 06 00 07+00 08+00 09+00 00+00 00+50 01+00 00+00 00 50 01 00 STORM SEWER PROFILES n 16 17 1$ SCALES+ CH) 1' =50.0' 1 19 23 (V) 1• 5,0, , I ji S 720 720- o a o 0 ri 0 ,� �` 'a p �. ` h d 0 p N O j / FF= 71 1.40 715 0 o �. a 715 �7 0 7 0 71 0 710 EX. GRADE ` - O EX. BADE PROP. GRADE 1-01 710 EX. GRADE--,,/ 710 715 715 75 705 PROP. GR4,DL \ / 7 / _ _ 705 710- 710 700 / 700 10" W L a H O PROP. G DE 0 700 15" FH 700 705 \ 705 695 Z 695 PROP. 2 1.00'-15"0 RCP ° 3.65 / 65 695 70 10'° wL 700 60 60 PR0 . 244.00'-2 "0 RCP - @ 2.1 1 % / EX. GRADE 690 PROP. 33 .87'-30„0 RCP 690 695 PROP. 27 .57'-24" O RCP 695 685 / 685 1.207. @ 0.72% / z z z \ z 685 4 / ' ` 6 5 69 0 690 60 N / z 680 oa 0 O v N N�� CNI "'OCO l �� I 000 a' I`o0 1 0 O ego O o �cr O� ��u a x I �a^� I; GAF 0; '� 680 a_ L tn� "d• q- o a 0 m to �M 00 6 5 a.. e-:O ,. c0 tt7 N m ar a: r� 675 O� a- N� «0 w . a_, n 675 a c0c0 II � a o (0 11 II (0 Ii II~ _ a�ii �1 _ ty ac°'o � (0 Ln 11 a- 11 n II Cri a) a, II oit 0 II Z) zz0 r - 0 00-0 li II o if Zzzo 11 11 II � O o Oz?o II II o ' O 675 Lr)> +zzz > `! + Z Z -- N +zz 5 675 1t) + 5 Z ' > > zzz + j Q > ._ tf)( 1 +1 00+00 00+50 01+ 0 02+0 03+00 04+ 0 05+0 06+00 00+00 0 + - 0 01+ 02+ 0 3+0 00 0 00 5 01 0 02 0 0 W 0 Q 0 1, ce ui Ls9 j tsi®^ (I� O J c� z Q 0 0 ® � ♦yam ova 0 l w O n_ O O N �t V) O N 1 N Ln Lr) � N N 0 c0 t0 rnO O ® o>)U) m � .� :3 0 0 f- ® 0 'f H OF Y v JOHN C. LEWIS 9 No. 21621 SSIONAL DATE: SURVEY: 010CT96 PDS SCALE: DRAWN: 1 " = 50' JCL C.I.: 2 JOB NO.: SHEET: 9602001 11 /17 1 a / ww wo w w _ --- / - - ! _ 0 >- --_ _ _ Alai ibAO fi10� 00 _ _ .`' -.--- __- _"-'•-.��T.�f�i'��i i'Li'=—�.�r'G=+�-��.7T�.--_—._/.—— --�--------�--------------� �.- - _ _ —..-' a._. -- — — — — — — — — — _ ---- -- -=.,"� -'� � y�� y � � — _. - -- .—,..... — --..a..-� .per,•—,_,..,u„ .. ...,-.T-.;.;...s'...._.o."au.••a ._ - - - _ _ -- -\-----f- ---- -- e — — - -,, \\ O — - STA 31 +03 / t - '_ _ i — - --c- 1 \ \\ \ \• �\ ` j I 1= CL Tc-10min. / I� 1/ \ / // \� \ / ! - �'' /,/*rA/io+4iy ,'� +`v_ �-_ ---- -- I 1 I r I 1 1I 1 0 C-.70 I / \ DA-29 ,,, - , \ / 1 / I I z W 110-6.8 in/hr / �/ Tc 15 ta. ,;•� ti �- \�-- �, _ �, \\ / �/ / I 1 1 I I w p 010- 6.2 cfs ! 1 ! 1 \ / / // ' /C-.7 / • i �' / / _ \> F '/ / / /' j l f I 1 1 o iQ -70 in // -- \ % i .'/ ,/ i-; _'-' %, J LANK CQIS'NU1CTIpi M - - _ '' ,' ' / /' �: ` 1 QED Y-1 F- / \ / / / I , / 1 / / _ o / / / % / 1 / 1 ` _ i USE VACANT o > I p DRAINAGE DMDE(TV) // � \ ' \\ / \ \ / >" /' % � /�' %' '' � \ e \ t\ �\ •'\ \ -\ \ l 1 �i � i j \`` r / I 1 If / 1 i r CQ ! FL AM iUSE W&WQ DA-T- 8 ac. \ -Trr10 / / I 1 / I // _ �- / ' •� 1~ I 1 \ \ \ \ It m�Tr.. I ! \ \ , r \ \� LAj U - I i `I \ t ' - _ _ __,J ,' r' Y -' - Tt�5.5 to/hr If \ C7 / / - Q psi e cW 1 1 STA 23+9\` \DA-3.2 oc.. ` \ \\ ` \ ` �� fi —�' ' �� J \ DA-1.0 Oc. / . , , - \\ \� Tc'_5 min. > \. — // ,r ) ! 1 \ l��\ \\ \�\\ I I �I W m C-.80 M. `\ / \\ _ j - - 1 LAJ }19r-8r.8 in/hr \ \ _ / " \�010 23.4 \ \ / / t ! 1i\ 1 16+1.4 cfs`. \ _ �,. \ z !i' / 1 ) '/ ( -' i' /j v-'_ '' '' r'i• -_ ` \ ._1R_ -- - min. \ \♦ \ �� /It hr _ _ - _ Q10= 8\ cfsEj \ \ \\ \ \\ AAA. 1 ITc-5 In. Ilk it \ \ 110 6.8 in/fq \ AA Uj / 11 IN LAJ ' iM-'1�90- ..� D1,. \ -7 V4x'3 . dc. \ r / / a'n dj�� \ T aS� min. \ \\ \ ` ,' ! r O 1 / , ' 1 , `' �1 \ �► , m V) O C<A0\\\\\ \\ I/ T/� \ ' / /®!! /i'/`, ' iT0m6.8 Jn hr 1 \ ` / ! / 70 at.. / 1 r t , 1 �1 ' i111`, m \ m 1, \ DA-T-D cc. , / Tc65 its i ! ; I `\ , N Y TCi1C: r / ',, /, ram. Ci 90 i/ I , 1 I' \ _ LLj 1.08 LLJ ` t \ 1 1 r DIA-0.1 cC:`" \ \ s• 0 \ _ Tc-5 /' ; I 1\ l\ . \ \ I TOE .8 w4v \- 1 / I 1 \i �1 `i \ \ // r/ i t . ` 4 _ / /, 1 \ \ tt\ tl\ F- Y id_ / - -.. - \ Ci t,. / \ \ . Q10� Cfs ` / I I ' ) -_ _ - �.. � `% j, W hr ' 1 ' 47,520 SF LL min \\\ 11\ ` \ \� • � �' \ 1`` � / � � r..,t•10�8.� ilfhr"_-, ��--. � �., ' �� \ , / \ i / // 1 ( -- -•p^ \ \ \ ,� �\ f � , r `1 t \ 1\, �� II `` `e r / ,% ; a19-t9� ads ` I ` KO S QIST13IMMON t PARC AREA\ = 53..E - ,' �, \\ \ - 1 ' j ' t t . / • o L.DIN AREA a _`\ Y . c\I /'1 1 9L�) �`�� 16\\_ �// 1r ll \)� /� \, \ 1 ' r �,!'tk \ ��+s _ _ \ lJ \ 11.40 ctT _--y'1 t t `' 1\ 1 I O ,+ 1 co \ DA! 1 55 ac. I I T^ mitn., 1 i \ i �- _ / I \ � - _ _ ,�.\ \\\ \ � ,, �.� r\ ` +, I ty / .� \\� i\ \ ., \ \\ .- `\\ a i .'� -�\\� �\ \\, V1 `I , r \11r \ 0 N N Q10�8.4 aft'._-`- � ... _-_. 35,715 SF I t or t 34AW SF r. In / - / . \ rl 1 ` \ '� \ \ 1 ` , / 47.520 SF I j , / / / / \ \ �\ 1 i 1 1 \ \� O U \ 1 I \► t \ �t17 \ 1 I \ `\ `• r 1 {'i 1 - t ' ' `l i i• /i' /, �'� �\ \�\,\\\ 1\�1� it •- I I i 80 ; `1 I \ ,-_ , / I 1 1 // \ 1 1 1`11 iilii' 1 t \� � � � I' 1 . \ \ Itl�q t / W rl , 1. 111 ( , ,\ 1 t % / � , / .� �\\ 1 � 1 `►1, 1 1'� I, 1 +, C = � i' I . I � >` v, � ! - J - e `1 `I 111 111;1 tl 1111 `' ` , m 4% a •� It 4`\(Sj Q) U Of L_ Tc� n l` / \I \ \ `� I 1 I I 1 'r'1 it 1' 1 (A `\ \\� \ 1 I ' ' I 1 1 I '1 ihl, � , `I ' \\ N i 6.8 in \ \ I ! I 1 h' 1� 1 1 Q , � \ I fI O 1.24 OC / i a 10.9\ \ I I I \ 1 TCM r10s6.8 in/ 10-7.2i .:� I 1 it If / i� / i( i' / \ it // / '! i _ �\\l \\t N LE N0. 21621 ,•.-1 i - - r\\ 1�I� I �A� 11rt \ 1 i I't ail-.i,: ; `r\ ` ( 1 t► / ' f ` ) I ,ram - ,, 1 1,1',',! '�a c+\ \ 1 1� rI/r I t 1 t I 1 I� '-- •' / I / M �n 1 ONAL i I S r I l, ii I �!► t 1I j !I /+' ��I i �( ji f 1 / i i ( , \ \ \ \, .5 1�►1 r 1� 111 � �•'1�v ! I l i i i � � � 1 ; 1 , '. , •, 1\ \1 � �-' r , Iil { 1{I C1,,1 it•i�► 411 { , I \ 1 \ ) I Ii! t I J , , i 1 1 I 1 \ , , , I 11 1 ' I \ � , , ' 11 , ;II OATI�: SURVEY: rl 1111 It\ , // ill ,' I I 1 1 I, `� .1,1 1,1\1 01OCT96 lit I 1111 \\\\ \' r 1 \ 1 ►I (/ %/ fi 11 II i 0.3 PDS \\r,\ \\\1, \ , \a,1.`,\ \t \ \ t I ► j ' It r J�,II�jJ/ t ' / � � � - _ r � , I I', DRAWN: \► �' i ;' i � I t i� SCALE: i 22 Cfs I 9 1 00' JCL �in� 100 � _ �\r , i \ !� \, \ , _ r \ 1 40. ., , l 0 100 300 \.\\`\\ \ r ' i \1 \ \ - mh,. If`�1 \ \\\ 90, \\\,\\ \ ` \ \ --a+ ' - t t 11�1 1 1 ri 1 r \\;�\.\\ ,'01 �34 t `1��`') 2 JOB NO.: SHEET: Scale 1 - 100 ft _ ` \ \ \ -•._ i/ , Ili fill I Ii Illt I\,\u 1\ \\ \ \ \\�\-`� —•� .-_ - - .- - - -_ - , , j ,' / / I ' I NCI I li i 9602001 14/17, N.P.S. NO PARKING SIGN F.L.S. FIRE LANE SIGN CONCRETE PAVEMENT SEC11ON PAVEMENT RETAILS NOT To SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE | . . . . ��^��r� LIGHT TRAILER 12 x 1O STND� 12 x 18STND. HEAVY ��~^^"' ''"^~��^^ ! , , ��T�� 1 5' 0W 2A ---=- l 5' 3W 2A STORAGE ~`^' `~~- LANE ER PLAN ��^�-^ ---� n.B��2 ---' �� ` |kJ RAr.16 P114111, 4 R.47.1521-8 13'' c/-a ---*� Uj | � I-Ly 8'21-B ---~�_� C0MPACTED---��T��l�- C0�PACTED---°�T��7�� 3UB0RADE -'- 3UBCRADE '''- ^ � | �TND. U-�HANNEL P03T | STND. U-CHANN[L p0�T COMPACTED--�� SUGGESTED CONSTRUCTION METHOD IF ALTERNATE CONSTRUCTION METHOD IF_c��,�� / / F�<�CK, SU8GRAD[ TOP SLAB ~--�---OURED ---TELY - - ----- took :�� I,, Fix. 7^ VDUT 21-B STONE-------� �^ -- - ° NOTE' | -- -- ~~~�� G F|BERK��SH CONCRETE-J5OO P3| � - �,�SECTION. HEAVY PAVEMENT SECTION TO BE AAPPLIEDLLI - CONTROL JOINT SPACING0� 15 CC TO ACCESS ROADS AND TRUCK PARKING AREAS ~~ ---' CONTROL JOINTS @ 1/4 PVMT� DEPTH AS DELINEATED ON THE PLANS. --' -- LIGHT PAVEMENT SECTION TO 8E APPLIED � ~ �~^'�~~ ~'~~~ F/LL: 6'' CONCRETE VY/ 6''X6" #6/6 VVYVF TO ALL PASSANGER CAR PARKING STALLS c- --�PR0P CROUND --'PROP �R0UND '' AND A|SLES AS DEL|NEATED 0N THE PLAN3 ---' --'-' '`~��-~�'~-~~-`�~~~ ' � OVER 7 STONE � it, ft"If BOLLARD DETAIL .- NOT TO SCALE ~'`~~^'^~^^ �� ' � SEE PLANS FOR BULLARD LOCATIONS EXTRUDED CURB �I��AN� ��T�U ,~~�,~~�^ ��`'~L ------PARKINGFIRE 10^ 0A. CONC.-FILLED STEEL PIPE NOT TO SCALE | --- --'--- | PAINT COLOR - YELLOW EXP. JT MA7L LANE STANDARD SOLID CONCRETE RAISED MEDIAN STRIP sP',:?rF;`A2f 00, CURB RAMP FINISHED GRADE | CURB(TYP)--� 4^ CRUSHED STONE -----� , (3000 P5|) 4^ C0NC-------^ 24 D|A. CONCR[TE(JOUO PSI) 0 X 0-2.8 VmW`(1.5^ MIN CLEAR) Ikes �� ^�hJF��y��kC� ��J [�%��F��|\ ��"&�J[��8�� ^��|�J�� 7-��|��1�� LAYOUT ~~^-`^-'^ ` OUTLET ^-'`~^~'`~'` CONTROL / ,��/n��/��rv/ ~�,��n DETAIL HANDICAP PARKING STRIPING //�� NOT TO SCALE Ic NOT TO SCALE NOT TO SCALE Li VAN ACCESSIBLE SIGN HAND|CCAP PARKING SIGN CULVERT Lai STONE Ile — ME APRON < 0 ui END OF STALL - STRIPE OR CURBING | NEL POST S''"D' " ^'=^ TYPE B. CLASS |. SOLID BLUE TYPE 8' CLASS |. WHITE 3YW8VL PER ADA Cancris to be Close A3 if— | l~°---ENDVVALL OR END SECTION Precool. surface To TYPA. | 'U E 8, CS |. WHITE pAVE�ENT�ARK|N�.OPE A. -PROP' GROUND 4^Y|DTH' LENGTH AS SHOWN ON PLANS. RE E fRES" S"V '-` This ftm my, be precast oir coill In Place. | � � | STONE �-+�.80`-~�^--�.O0`--~�--a.00`--~�--��UO�-~��.00`~+--8.UO`--� VAN I �J��-��' V- ^ rhs curb is To bo.sold irition design speed --T-7-- --�-T-- NOTE: W sf— 45 MPH or loss,. droveloped wow and (itiong two of ourb)-if be paid fair as radial VAN HANDICAP ALL CONSTRUCTION SHALL CONFORM TO ADA '"a"""' The olosalth of curt my be nicluicled as muctk as ACCESSIBLE PARKING ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. o (es) 3IGN SIGN �� Order bw the boullons of cum -it cooriciale " �0k �� la. 9~ 4o adpawriorm In *a price pull s to be NOTE: CONTRACTOR SHALL INSTALL VDOT EC-1 AT INLET END OF ALL CULVERTS REFERENCE t STANDARD CURB Uj 44 CL = Lj TRANSPORTATION 20LOI '-- 8L- Ld y cf �r) Alfac, fence fto,.c to liol". Of broce to be it accordance ARROW DETAIL rings opprooinvotely all Would, Posts NO SCALE to "rwC Tension ritre no 7 gauge ARROW TO BE POS11IONED AS SHOWN ON PLANS Saw and INA vtou 'Pi Pool fir how I + bar and nut Line Post 'See doted th's shisill) IT 11 an + HEX BOLT AND NUT TO' 12 IT SQUARE WASHER 30" Mtn 4_1 MIT, 7L Gate Po;i SINGLE SWING GATE :1 end a' *act, oslolial'at ww SP iS7ANDARD POST SPACING DEFLECTION LIZ— BRACE A so A Note A mia,sturs-excluoing cap is reotreC; dr, lub�lor metal line posts TYPICAL INSTALLATION In A Morerribi'llo" coo shall conform fc he O"Orrolislit trees to A DETAILS ANDINSTRUCILIONS in Round SECTION A -A 'The bottom A 'he curb and Otto lo, troce oloofts jj`i�T47 juliffer my be constructed CORNIER BRACE -TO w0" when nonzoinat M D_ V) Parallel to the skipf, of sub. Plignmem changes I5_-O, tiont Dri or excavate IT ale fa� pest. place pos, and DOCIffill LINE BRACE - To "use,: hot terl,Col (TO BE USED WHERE SWINGING CLEARANCE IS LIMITEDI regale, to level Of rock of the Option of the contractoo, molt , V This curb s to i>e useto Triton 11"F""! A A Sent Plate Par, of S3157 Post me) Do Interchanged an any me Protect .,M the restnctild. that the Some STRIPING KEY.1 T;"`11G,oijnd �jne _Uki Type or post Tritest ft used T any singe nm Of REFER TO SITE LAYOUT PLANS FOR STRIPING LOCATIONS TOP HINGE PL BAR lo"'n'loveni CATCH DST WITH STRETCHER /�\ TYPE B. CLASS |' YELLOW PAVEMENT MARKING, F—el ERNATE CORNER, LINE POST BAR ATTACHMENT The guardrail and medion borrierr OoMPOnfifft (1411keted in ALT Tlus I— my be procall air cut in place. \�/ 4^ WIDTH, 2' 3TR|PE, 10' GAP. LATCH FORK END, OR GATE POST A R T 8 A T*chnicol Bulletin Number 2666 my be substituted See Derail A if interchangeable wth the Standards for guardrail I or Can" to To be Class AZ.f cast in place, etween Braces BOTTOM GATE (�\ TYPE B. CLASS L YELLOW PAVEMENT MARKING, CORNER a HINGE ATTACHMENT \�/ 4^ VMDTH, LENGTH AS SHOWN ON PLANS. POS7 SPACilliS ON CURVES it"471 ove'i Into lack 80TTOM HINGE Bottom IT, note TYPE B. CLASS |. YELLOW PAVEMENT MARKING, A11111,10,10 anchor dirrKsTs It 'My doo" Optional far may belused'n Iran, Of ilti Of pool are 4— ELONGATED ARROW. SEE DETAIL THIS SHEET FOR TYPICAL DIMENSIONS. 13 COMBINATION 6" CURB GUTTER neptlMlinloironot Only be 1 110-1 to 76tt ARGINIA DEPARTMENT See Genera Notes me be .$to i-ess than 50111 Use no, /D\ TYPE B CLASS | YELLOW DOUBLE LINE PAVEMENT I TRANSPORTATiChl ALTERNATE ANCHOR . . . . MARKING, 4 WIDTH, SEPARATED BY A O SPACE. JOHN LEWIS DEVICES LENGTH AS SHOWN ON PLANS.No. 21621 STANDARD FENCE STANDARD W BEAM GUARDRAIL (WEAK POST SYSTEM) REFERENCE /�� TYPE B' CLASS |' YELLOW PAVEMENT MARKING, �� 12^ vN�TH. LEN�TH AS �HO�N ON PLANS� CHAIN LINK VIRGINIA DEPARTMEN7 TYPE 8' CLASS 1, YELLOW PAVEMENT MARKING, U TRANSPORTATION 4^ VWDTH, LENGTH AS SHOWN ON PLANS. DATE: SURVEY: O1OCT98 NA SCALE: DRAWN: SHOWN JCL Cl: NA JOB NO.: SHEET: 9602001 15/17 S'.I Note •4, Grade 60.reinforcitg rod encosed in a corrosion resistant rubber or other material approved by the Engineer. Corrosion Resistant M3ierlcl NO, 6 GALVANIZED STEEL STEP No 4 Reinforcing Roy NCI •• TYPICAL SECTION 1� •�'��';eNd (Dimensions may vary wnh a nnpnufacAxer's design) , ea Ar 2" 7 '� tr - •yore r•7 1 T d R TYPICAL SECTION i Dimensions may vor , with mor ubch7wif destgi ) Notes. (Aluminum Step) r 1 Steps shad be fabricated 41 accordance with ASTM B221, Ailoy 6X--)-T5. 4a% m1h. Min. That portion of !tie step encased in '. masonry shalt be uniformity canted win a"tsnnbus, stxveni type, asbestos fllled a dtrrwser• plgrwnte0 coating conforming ng ing to Fe0G101 Specif,cbran TC-C-OC498A I ■ Wn. of embedment NOTES Steps will be neoured in os sfruchres with a depth of 4'-0" or greater mess ctherwee noted on the plans All steps snail prctrude 4l/2" from inside face of structure wall. Maximum step spacing to be IV c-C. Steps small wittstad c mm"mdm bad o' KC ponds when extended 41/2" from meface of the support Steps ore to be vertically obgned and unformly soacec for the entire depth of any structure, in precast units steps may be cost r place, mortared into holes aravtoed by the fooncator,or driven. Stem difldnq in dimensions. configurotat or materols from atone srioerl may abo be used bravoed they meet the rinsitnsm reouaements show hereon and the Contractor has furnshed the Ergneer with befalls am crMiea test reports at the proposed substitute and has reciehec written approva! from fie Engineer for the use of such steps i All steps installed snail be provided with slip-resislan! surfaces such as but not !unite° to, cor,ugetea, knurted, or dimpled surfaces. ALUMINUM STEP SKC,CATON STANDARD STEP"" VIRGINIA DEPARTMENT OF TRANSPORTATION NONE 06.09 Finished 1-91 Dimension c N - Mocnine hate ., SECTION A -A P Note The letters V D O.T ore optionci,if used the letters are to be cost in the depression in top cover i"wide and rais(� high as shown ' I L� Lettering Optional APPROXIMATE WEIGHT CAST IRON FRAME 174 s 9 LBS. COVER 137 = 7 LBS. LL Q) ❑❑❑L TOP - u (22----- - -------------------- - - I+ -5 -- --- 22" ---� _--- 5---+} - SECTION B-B BOTTOM 'ECI ICATION REFERENCE STANDARD MANHOLE FRAME AND COVER 302 VIRGINIA DEPARTMENT 302 of TRANSPORTATION 106 C6 MH-I� Nitre See St'd.SL-I for applicability of safety stabs, Note. The top of mom" s to be left sufficiently q. t0 permit proper odjuel- Sfd MM- Frame 8 mein of cover ono frome to gro04 by `•'\ the ,na of maintain a prick as directed _ by the Engineer m O All conuete to W Class A er u b d --ST 'b -nor stop for as detailed on S ell in w1 lint/ MM-2 may be subst"used for' �' E c a ----- - SeCttOn when approved by the O V •' Q '••.. "'---,-�-,---it^Bird. ST-I V4rw soeGfled on phris it* ,r% t be Shooed n occOrCOrCe with �. A A Plan 1S-I1 ' 1,. - •r 1 in we 1 > o; o y04 �. jpl Concrete -) Diameter • 4'-e' + 12 x Wall Thickness) y SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK MANHOLE FOR 12 - 48 PIPE CULVERTS SPECIFICATION I REFERENCE VIRGINIA DEPARTMENT 302 Of 106 Of TRANSPORTATION Sheet I of 5 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE TABLE OF QUANTITIES 4' DEPTW RICK MANHOLE B M N 0LE CONCRETE COLEE MANHOLE BRt 11 R C COf•IC ETE T C06ICRE E FEET THOUSANDS ! CU YDS. CU.YOS. a 0 5 0 789 1 437 5 0 7 0,789 L699 6 0. 9 0 785 1 961 ' 1 0 0.785 2.223 6 2 0.785 2.aa5 9 i 4 0 785 2.747 1 0 1,6 0 785 3 009 1 1 t 9 0 970 3 455 1 2 1 2.2 0 970 3 at? 1 3 2.5 0 970 4 179 !4 28 0.970 4541 1 5 3 l 0 970 _ 4 903 6 3 4 C 970 5 265 l7 4.0 t.)73 6.032 INCRF-ME C 45 C 582 as Quantities shown are for manhole without T amount trot i t1f a ou cis aced p vas W by pipes must be osoucted to oD- tom true quantities A base thickness of 9- was used m Computing concrete QuootitNt r Increments to be added for each additional foot of depth Motertons moy be brick, concrete v approved concrete moll bbci. H blocks are used the minimum ewckness of some ,s fc be 5". Othn thicknesses ale is conform to watt fluckness shown for concrete. tom' 8 4. __� jGrate A * a �. - 3'_5^ 2"diometer bare10 68 IDS /it B or No 14 Plain Billet Steel Bar -•�- 9765 lbs./ft (ASTM A615, A 1 o A Groat 60).-� 1 3'-4" I �? \ A A s 2�x2'�x�• � , i J � d Weld b weld = II I N) f -x 4 "Stud -,► B L 2'12"x" / I t0"! 10"! t0".; 10" SMar Connector w ++�-�r �»• PLAN VIEW DETAIL A • GRATE B Set Detail A 2" A I•, • : T SECTION AA No 5x 5'-0"bars i 2" 12 Read ,B 3'" ..__ Z i BAR SPACING CHART iZRAPE IMAXIMUM DIMENSION I Ir A 8 III 1' " B �- f 3'- 4 "Grate ,,, 1„ , Grate A is to be used when :. 4"Srtd fix 2p "Edge Bar (2 Rec-d.) incased r -3 • j - }' BTFL:;;_, Shear Conn �-a; • Ct*a i„ tnte. is to mad an or outer areas not normatq-1- -' `e ^e-A T T See General Notes - Precost for oddrttonol suD(eM birOthc. oetaila. H �I Grote 8 is b be used when STANDARD Concrete cover and grate ore to be furnished J I l�; xl Bor 3 Reg81 Intel is bcoNo on Show ders or otttcr areas subject to RISER UNIT as a single unit Outside dimensions of grate to be 3'-4"x 2'-ifs"fGrate 4ia 3'-4 a2-11i }'" traffic SECTION 98 Dimensions shown ore minimum Actual Grate to De galvanized offer. ' dimensions may vary with monufacturer. 1 PARTIAL SECTION A -A tobncmnrL Auerncie methods of anchoring angle iron -Grote if be acceptable if approveC by the 2-111, Engineer i Grate and calior are to be galvanized I 'ls"x 23 Edge Bar {2 Reqd) Joints between concrete cover and gutters (when required) ore to Oe doweled or bayed. , 'c'- •• C - I •••� !�-- Ix x 25 Bearing Bars(i2 Read.) Concrete to be 4000 PS_I.mmimum _11 11.1 -'-��" --1 Reinforcing steel t0 be m accordance with I ''„ I xlT BOr(3Rei ' -`i �•+•--Ft,Betvpm ASTMA-615• Bars (Typ ) See Standard DI-7, 7A, 78 for Details of Gutter PARTIAL SECTION 9 B Method of Plocement Alternate Methods of Construction LOAD CARRYING GRATE DETAILS OF CONCRETE COVER AND GRATE STANDARD PRECAST TOP UNITS ISREFERENCEN 105 233 103-C7 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 in" event the invert of the ourfoll pope l• higher than me bonurn of the structure, the In- ver! of fen structure shop be snap" with ce- meet mortar to prevent standing m p°ndinq of water In the stnictwe. L I�_L A•4' 4•n2'-3a•vlo.l e•3'-0'02 -36"Pipe) PLAN A•4'-leer" Plpe) ICOVER REMOVED) 9.5- if I4c PPp lI .gt. Steps on to be provided than Steps, 4'-C"or greater. For step details see Sid. ST-I. DI-7,7A,78 -- -- i------- - I I wit" tilt Ids re°wred;-, .- conorth, rawer ) . Ton --- i- (Fo details see Stitt 2of 2l �! �- " -tailssConcrete Cave y-_ I.' • -�� (For details see snee+ tot 21 t , � 3" dlarrieter rep hot* wMf Lin notev� sat. 12%12 pasha rwrdwe cloth I I n i, I^ rnesn a gorva nnzed steal i �, weeo Hole •ry wait, irwtimarn wire did. 0.03 i 11 1 --' „'� (cs requareCl """ +•� orecloth anchored to outude of structurefirmry 1 ok.. _ A -r _ { w " = Io - i ; Orlin ltlllb+�-, _I 1 I 04"death aggregate >' ` ' 768,ss78,orw8 1 I 1 f - x O wilts;. yl RECOMMENDED MINNUM SECTION HEIGHT CHART j CAST IN PLACE !PIPE H JhMENSION --� FOR USE WITH 12' TO 4- PIPES For details of Precast DI-7 not shown hereon see sin " CONC colt METAL Gan A 3 conaete to be used. -, IS 2-6• 2'3' Precast Unit Assembly Diagram, page 10., O1, ice• r-p sing• Z' 9' hod., ant depth (H) to be l2'•6� <_.� J Precast General Notes, page 103.02 and tr 3' rm -r-tin 1 12' 15" f8' 124" 36' 1 36" i 42- Ali~ Y o" 2-3�i 2=6�p S le -e4 3T d-Y 14'C' YoL .947 I t045 H43 IMP t535 t731 ;1 9271 PLAN (COVER REMOVED) Applicable Precast Base, Riser and Top 21' 3-3 WA' T-2' Details, pages 103.07 thru 103,12. 24' 3'-r I 2T 3'-t0 era• 3'S 31 3' 4'13/4' 4' -r 3r 4'-r 4'•r Increment per fact of additional depil l �/ 0362 cis. yds. U 2' X"Pips) i. 4? 5.22rr 4'01" " 1-040 C. lips. (42"Ppel ) Reinforcing concrete tooting may be precast or cast m place. Two PRECAST lifting hooks of faoneators design to be provided in precast footing. GENERAL NOTES Di - T - No gutter Mttemenrs shown are bin vets without pipes. Pipe QopWcenertts must tk d-7A- Single gutty eaten drop i iet is on o grade When specified m plans the avert Is to De shaped in accordance w th Sfd. deducted to obtain true Quantities d 78- Couple tarter wow trap tie is n a sag between Ivwo 9raen IS -I Paved dnhyws are to be tro sdloned Ion" ink! gullet ps %fe wn in Sid. PCH. Safety Slabs are to be provided at 8' minimum and 12' maximum The type of inlet eetwee hereon to be constructed will be of the option of For detoids of anct cover, collar and grate, and method of pioUng approach vertical riterveis and are to be spaced so as not'to conflict with tie contractor gufw see shee, 2012. openings for pipes as directed by the Engineer SPECIFICATIONREFERENCE STANDARD MEDIAN DROP INLET 241 503 VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet I of 2 104.22 D 1 - 3A - 38 - 3C 14 x 8- Smooth Dowets0aooroa i2"C-C a be pbced in oil areas od)ocent Gdlbaraso pate to Dt bent ro otwthnq concrete to prevent settlement, an on apte of 68'30 awe to De anchoredwM t-.4"ahA Mina Galvanized E sodntion .tort, Exaanearh ,loci- ent2, C- ins welded to item pee a 2' c -c <. 1 f - 80" of S,aewWk �•'--, ) I ,' r , s". V4 Sew Pne».� -1 ,, For ducat of Inlet Frame a Coves �'} }-• ;'•I 1 j I i eas G-r, "+1 H{ ate St d. IC-2 f otter." . -C ,, , " fain r - ht.n a ........ I i I �+ `• s• - 6 s,.r.M. 'i Type A Type B L/-r 2La' `r' i ' i I jJ� I T.i Shid siwor cvwata .i/ __ II ( , ,,�;r y� .;y..��,_�y,, ,}�y�yy,, y�j,.,y� �-�}r--}} ,y�.,.,y,.,, ,a 3-l0 "l L7 .tined ,o tags• uo•, m 2'c-t. trio, Tk NoSE DETAILS -- Ginoi1w rdw4!� It It Laws b Cron Conrml Joint listed Caw dint awlA crock Contral ton, Cwhe. T Z- 2--+0' r If tea a ea�mierea in Whom c.ro or .,inn ,megroi Cwa, Gunw ,s to too onitted.(sr OWN" a �•. r-! ' PLAN i" _ s a '-•i a l a.n r, . C • ' T.. ;I 5 Min - - 1 0• mos .._ 0• ��_-...._ 6' Mtn Note This ores may D! earth". in which case the expansion idMs I ICY Mae I 1 -:-r-^ will apply only to WD w two and gutter. a--t 2 • ews E - ver.W.- Me.. 20. I -3-a' -- I i a"�z' 4' --- B I r' - SECTION 9 B extra D i -�-�- 2 1 Myth C4enetc utlei Aeereedn Pwiar -'- - - --: �x� L I L n r awned Gerber - I I acre i awe E `� f3 2" am G r e• a. 71y t • ' I a,em.t.r Tyoe A nose asta,l dhail as used tors C ' •1 uaWe. 1 wise •lea with GG-3 a CG-7 Srondara s. 2' S• owree4r 7:1 e» Hols FRONT ELEVATK)N Type a nose detai shell be used al^ Hato■art uoma."e, osesseee) with CG-2 a CG-6 Stanaerds""at* to be located I A n foe even+ me we l D( the uutlall to arm, .tAblnose inn iler,a: Wei I I i 1te5Np, we ro o! piped higher thin Iak potlaln I 1 I Of one strucnxe,fne overt of the structure shelf De vhooea with Cemanl Hole wdn i2"w 12 dldtllC n.O.ale 1 pro.baro .nth "� " Notes Standard eM,t ,now be constructed with concrete morta to Prevent slaridrtq or DO -ON of wale, n the structwe. Thd Glom i/4 `,wsn pin gaMan+led s,»l a•1'. • • , a C n grwrw m h ..m r4 .e ale » n t • ,n - t t •tin bra. 0.,03 c .n De main cos tat yet ,hU shad ale inil�' ed n Its r r r • P .A ! r,GB NC 0 M Sr uc.twe 4 P txaak ,n a w, f - occordonc m the atfa+ls sho.n on horOrore atom cncnored ,unity to ,J7 a•I•--2' a•--•� e"i- Sig s7 , Shontlad Ororrp 01 -me out HOe of etftiahure. r^--a�•0� For dimensions and dtwnt"w opt shown sw aM4t 2pf 2 SECTION A -A DI-3A DI-38 i ofT-$c t , i L 2• i Ater. ►iota -- MbrMahM. N I N 1 1 i1 i a*- I � 1• I _ Y l�_-J • .. For us. m .cgs Far vw «, a•4•x tom .,d» ,o be .ymeteinca w..•, ae.afted M orae iM tint' . 4 a. .eta»d ,n oo[eeseio ion Sta,dmd awn IS-, Tow Cast ea twnsit" awd poop i mste OU ,crt.ra "err tarrnd s ro a .awtsee r etr tire see w ,ter e,m net os,.ntlsle. DETAIL WHEN USED me "H"dimom meialsion stern on the .Mir rdspip and he ci lop of on tint Wtur will be ADJACENT TO CURB measured from me mutt, of the ouitdit pipe to tot sob of ins structure Peon '•H' Ler,prn or sat Ili nil, in every con, be sham an Ileww. WITHOUT GUTTER dimensions ale appro Aimate only for estimating purposes and the actual dimensions wk. low •. e..4 n 4'- eho1i be detarmnod by the cant rdCtdr f,om field conditions. 0• tits seen, a»x or ubt �a b o. ehear4 to cant.. "nth .e».N cws. in" item mar be orectia. cast m N.C.. Sheet I of 2 STANDARD CURB DROP INLET SPEC::,REN E u u i � "RENCE 12 -30 PIPE MAXIMUM DEPTH (H) = 8 i 233 VIRGINIA DEPARTMENT i 302 10409 TRANSPORTATION ENO -SECTION 12"-60" PiPE HihD and an ou"et ant-sechom So" and on mitt end-Hom" 1 X - -- , E Concrete to be 4000 r Min. PLAN it- C B l Bar ar steel 3.r fap,a of , T A 1 D I---- E ----» SECTION X-X END VIEW END -SECTION DIMENSICNS DIAM A B I C 1 D l E 12" 4" z-O" z-0' I 4'-Cr z-0" 15" 6 2'- 3" ! 1'- 9" 4'-0" z- 6" 1 18" 9" z-3" i 1'-9" 1 4 0" 3'-0" 24" 1 " 3'-7" i z-5" 6' I" 4'-0" �r l' 0 4'-6" I I'- 7." 6' I „ 5-0" I i 36" 1'- 3" 5- 3" i 2'-t0 " 8' I," 42" I 1-9" 5-3 1 2'-il" 8-z' 6'-6" 8 2" 1 7- 0" 54" 1 2-3 1 5-5 2' 9} I 8' 4' 7'-6" 2=11' S-0' I =3" 8'-3 -ate ALTERNATE END- SECTION 12" - 60" PiP`E ES - I Hub and on outlet end -sections Sow end on hits end- sw. ws X }--"-" -" - X - E Concrete to be 4000 PSI Mirt PLAN �C I 8 i of 3rr � 1 Steel `dDrnc renfprCanler" , -T'� \ SECTION X-X END ViEW SLOPE DETAIL Ervp- 1=iQN DIMENSIONS DIAM. 7 A � 8 1' i2 4" j ' I 4' I" I 153" 3�3" 3'-10 !! 181 9 I - 3-lO' 6,-1,-0l0' -O" 2!' 1 -1I 3% - 1 3'-a" 24' I 1 - 7 2'- I 4'_,^' 27 r0i/t 4-0 2-1'ii 3.Qy I r-O" 4.r6• 1_73/a" 6,_!s/4.-» S j'_' JJ4-)U'/ -57• --i'/4 --6 36' I- 5-3 2'-IG„ 8-lv. 6 0 42' 1 9 5- 2'- 11 8-2 6- 48 2'-0 6'-0 2'- 8'- 2 7'- 0' 54- 2'-3 -5 _11 -4 15'-On NOTE Pipe :engths shown on pans are based an Eno-Sectlon daugn snovfn on the left. If the contractor elects to use the alternate design shown on Me nght,.engfhs w,It tie red,,ceo by this difference '.n duniansson "0". SPECIFICATION REFERENCE FLARED END -SECTIONS FOR CONCRETE PiPE CULVERTS 302 VIRGINIA DEPARTMENT Of TRANSPORTATiCN t02.01 I Doe DETAIL I Fabric SECTION A -A Min 3D SECTION B-B Geotextlle Fabric Geotextile Fabric DETAIL 2 h�r-1r'v-w 3M P _ 3n -� Depth M I r-r•• Geotextile Fabric SECTION A -A 9"T DEPTH SECTION A -A . D represents span for box culvert instoltattons H : Diameter for round past, rise for pipe oreh and box height NOTES Fa multiple Ime :nstaitations Dimension D is to govern ten protection outside the cnannn Width Iw) On any Secondary Roods installation requiring erosion con!roi stone wnere no snowed: or endsect,an n specified on pions, construction is to be m accordance with Dean 2 shown 000w Geotextile Fabric to as installed under oil erosion contro, stone ,n accordance With the spec:ficanons Dry Rip Rap 'MIN. DEPTH Rip Rap Class 1 2' -� Class II 3' # Use Typical Section shown on plans or normal side slope, bottom width, and depth of channel, ditch or natwdl ground. SPECIFICATION I STONE FOR EROSION CONTROL REFERENCE I 20424530- 3 VIRGINIA DEPARTMENT 414 TRANSPORTATION 114.01 NCtes: "H"may be reduced until "X" reaches a minimum of 4" where endtwall Headwall to be beveled in all areas except where a conflict with EW- ly IA would protrude above shoulder line. In no Case shall top of end- invert or wingwalls occur. wall project above fill slope, ditch slope, Or shoulder. Bevel edge is required on the headwall at the Inlet end of the This Item may be precast or cast in place. culver, ( where the flow enters the culvert I. Ali cast in place concrete to be Chase A3. For precast See Street 10102. This standard to be used with Straight Ctossings and all skews (0*to45a). Headwall at the outlet end of the culvert may be either square edge or Devel edge. Shape to be beveled 7- provided with mortar- S --� X• , 3/4' Chamfer shall be p - on all extpoaad / . des. Ito /. T I a How 1 H .\ ♦ - . ' _ II - -- Do not bevel invert FRONT ELEVATION-�--� Note: On shallow fills, where endwails are I' or less below shoulder line, the END ELEVATION top of the endwall shall be constructed parallel to the grade of the rood. a = 1.26 - ;foot diameter b - foot diameter EW-I EW-IA ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12 15" 18" :2l'or24"I276r3d"33"or36" 11 1-0" i I'-0" B 0'-Ilia I' -I i'-3" I i'-6" 1 1i-9" 1 2'-0" C It- 4" I I'-7' 1'-9" , 2'-e 2L6" 2'-9" I D I'- Ol' ; I'-3" I 1'-6" _ 2'' On I 2'-6" 3'-0" F i 0'-6" t d-e" 1 0'-8" i OL9° 0 9 d-9" H 2'-3" 2'-II" i V-2" �3=9" 4'-3" 1 4L9" 1 L 4' 0 5'- 0" 6'- 0" I 8' 0" id- 0" { 12'-0" 1 a I T-2• T-T ! 0'-2 liri 0'-3- 0'-4' j 0'-4 yr b fi0'-1 1/4-I 0'-1 114•I 0'-1 112' j O'-T : V-2 1/r! 0'-3- CU. YDS. CONCRETE Pipe' 0.241 0.492 0.697 ' 3119 2.067 12.947 GMPipe' 0.257 ! 0.521 ! 0.739 1,398 2.198 1 3.145 1 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RiSE) 23"x14" 30'x 19" 34°z22" 3d'x24"'42"x2r' 45"x29"49i'x32"153"x34", A 0'-8` =9" I 0'-10" 0'-II" 0'-Ii" ! I'-0" I i-0" i I'-d' 8 !'-2 " 1'-5" 1 1`-6 ' I'-1 1" ; 2'- 1' I -an ' 2L4" It-9" 2-5" It-10"1 2'- 7" 1 i'-II` 2 8" l'-II " 2-9" p 1'-2" I it-7" 1 I'-10" 1 2`- On I 2'-3" 2'-5" 1 2i-B" 12 IO F Oi-8" I Oi-8" 10=9" 0=9" 0;9" 0'-9° 0'-9" 0,-9" _+ H 2'-10" 1 3'-3" 3'-7" 3=9 { 4'-0" i 4-Zu 4i-5" 4'-7" L 5L5" 7'-2" 8'-6" I_9'-2" i 10'-2" 10'-I)" 12'-1" 112LIl' S J i'-II" 2-6" 2'-10 3`-2" I 3'-6" j 3-9" 4'-I" 1 4L5" a 0'-21/2• n--r 0'-4- i 0'-4' 0'-41;7 0� 1r1'i o'-51r2'; 01.51,7' 6 - -0'-i 1/2• 0'-2' 0'-21,r' T-21/r 0'-3• 0'-3• 0'-3117, 0'-3 vr" i CU. YDS. CONCRETE ICW_P&e' 0,502 0855 i 1.236 i 1500 1811 2101 1 2,512 2B01 SPECIFICATION STANDARD ENDWALL FOR PIPE CULVERTS REFERENCE (05.04 VIRGINIA DEPARTMENT 302 af' TRANSPORTATION 101.01 �I Q J W Z Q Z = � U � as O t/') e� LJ N O arrL U H N G �••- U N � W _ � W YaLi U W O a. d J • +-• cal � cD cD N N Ln 00 N N N >, D N cD cal ,6 o 0 C3 II1 0 O Oaf O U LO to In ) 0 0 � � o o � 0 Q) t -C w� o- a(n u_o_o 0 C (ll N Q a ��PLTH.OF D JOHN C. EWis No. 21621 0 ti SSI G 0 L NA DATE: SURVEY: 01OCT96 NA SCALE: DRAWN: SHOWN JDJ C. L: NA JOB NO.: SHEET: 9602001 16/17 49' 11'04' E m AIt _ --. -- N AIRPORT BUSINESS CENTER I 5' ARKIN PG SETBACK -- -- -- —, =— _ � \ � O O -- -. EX. S'4N. MH \ SECTION 1 LOT 7 TOP = 678. &A\ t Z ,�N = 669.08 ZONED M —1 k o � 25' BUILDING SETBACK ASA. OUT = 668.95 34 \ USE: VACANT �� Lo 1 �-- - 35 6 / \� a) �L_lj - \ 31 rco Z 3 TO = Aye CL �11N TOP — 61J. 55 ' OI�6>7 W T-662.Oi CL 4 EX. CUL VERT Z Q 30 A s ��z W LA_ Off/i,ces V � LAJ % � z E. CULmV V V, o / \ C W 1 X. SAN. MH = W '� • ' t \ OP = 664.4 • ° \ X. STAIJ�QN / = 657.08 0 Q = 8 ` `� TOP 670.67 T57.0 U Y o \'° v `. w i �^ 1 n o • • ' • • ° ` \ 1 \ Its O N cD ) N � Q I 1 1 � ,\ o\ KOHL'S DISTRIBUTION FACILITY 11 � 1 o 11 1 1 PARCEL AREA 53.34 ACRES 1 g o o I ILER PARKING ARtZAY Q1 BUILDING AREA = 363,014 SF \ ! \ \ u BUILDING ADDITION = 36,500 SF \ \ I \ \ o I 1 �� ,*, BUILDING HEIGHT 0= 35 Q) E 41 C Dtistrti I \ \ ° * 2sA \ \ o I \\ \1 o d I m OF 50 0 50 150 Scale 1" = 50 f t vv �' 'JOHN C. NIS No. 21621 PLANT LIST o��sS1oNAL �� SYMBOL QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS • 50 Tilia cordata Littleleaf Linden 1 1 /2"-2" cal. 32 Quercus rubra Red oak 1 1 /2"-2" cal. 30' cc 52 Pinus strobus Eastern white pine 6' 39 Acer sacharum Legacy sugar maple 1 1 /2"-2" cal. 30' cc DATE: SURVEY: 01OCT96 NA SCALE: DRAWN: NOTE: THIS PLAN IS FOR LANDSCAPING = 50' JCL C.I.: PURPOSES ONLY!! NA JOB NO.: SHEET: 9602001 17/� 7 Y. FREDERICK COUNTY, VIRGINIA I ABBREVIATIONS ASSY. ASSEMBLY BF BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BSBD. BASEBOARD C&G CURB & GUTTER CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER EOP EDGE OF PAVEMENT FF FIRST FLOOR FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER F.L.S. FIRE LANE SIGN Go. GAUGE GV GATE VALVE HCR HANDICAP RAMP HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT MPD MULTI —PRODUCT DISPENSER MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE RED. REDUCER R.O. ROCK OUTCROP STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED - TB THRUST BLOCK TEL. TELEPHONE TC TOP OF CURB TYP TYPICAL UGE UNDERGROUND ELECTRIC WL WATERLINE WM WATER METER 5'R RADIUS IN FEET 14 KOHL'S DISTRIBUTION FACILITY L B U H E 3 H c T I E I R FREDERICK COUNTY, VIRGINIA SITE DEVELOPMENT PLANS WINCHESTERRREGION AIRPOR1r ZONRA USE AIRPORT 64-A-45A KEVIN D. & PATRICIA N. ADAMS ZONED B-2 WINCHESTER REGIONAL AIRPORT USE OFFICE I 6.0623 ACRES � � - _ — — — — POS SPEFD LIMIT = 45 MPH ----- -- ------ ��-�-�-�-4645— _-----CJCJ 1_L S 43' 08' 2 4" E 17 9 5.9 7' AtlEN D. ERwN �'-'743.8B' S37'06'41"W \_ zolNEo M-t LEAD. ER S50 00'55 E 64-A-4o304.40' �l o �,oT 644F 1 s C i A=86.99' ADAMS FAMILY UMIIED PARTNERSHIP 1 t D=06'52'30" r zE. VAED CANT USE VACANT ov,►1 01 T=43.55' PARCEL o t Zt t 64-A-40 8.7241 ACRES ENGINEERING, INC. ��` S23' 12'07" W o1-8 0 t R=725.00 ADAMS FAMILY ZONEDI ARTNFRSHlP ♦ N59°05'23" W 225.50' USE: OFFICE - - CB=S46'34'40"E USE: VACANT 140.41' N23'*112 07" E m CH=86.94' PARCEL A 23.6972 ACRES , ptF" W' 507 1 4' c.D. h F.L ADAMS - - F 1�49' 1 1 ZONED M-1 ' ♦ AN A=770.31 USE. ` ♦ ♦ ♦ D=102'38 28" i �9 ♦ � 1 � ' IRPORT BUSINESS CENTER 64-A-40 T=537.12' t 3 SECTION ONE' i ADAMS FAMILY LIMITED PARTNERSHIP A ZONED M-t � j� �R4A� R=430.00' � UD VACANT '� eySF� CB=S82' 13'51"W �l 64F-1-6 PARCEL No 62.4t97 ACRES CH=671.36 'D' & FL s 0♦1O ZONED M-1 \ � SE: VACANT N33' 12'03" E 207.00',v r4 _ ��'S, �o S58'59'24W 0 KOHL'S DEPARTMENT STORES, INC. ZONED M-1 ONED M-1 1 p247.87 64F 1 ,5 NLAUSE: WAREHOUSEISTRIBUTION , v` U LIFT STA. ADAMS FAMILY LIMITED P ERSHIP AIRPORT BUSINESS CENTER j ` '27 " � � `\ w` , CRES SECTION TWO 1 w� �, 7. � �1 �,\ tI � LOT 5 t 142.0675 ACRES 300 0 'FACILITY NO. 2 ♦��1 w1 N36'16'32"W \ ♦ �� t 310.90' N33'35'32"W cu'. 266.37' 344.70 N22'01'.32"W STORM WATER DETENTION. - 151.90' >� �1 i � _ FACILITY N0. 1 NI29'55'32"W KOHL'S DISTRIBUTION FACILITY 94.40' -- 53.267 ACRES �\ 1 t ,. C6 N43'23'32"W� 00 � m - N34'57' 1 1"W R�NS42' 16'D "E 1403.76' N 404.44' Scale 1" 300 300 ft W o , N 64-A-40 N ADAMS FAMILY LIMITED PARTNERSHIP ..N ZONED M=l 1� USE VACANT 2 PARCEL E 35.396 ACRES A ` 8 06ti 133g .ate - _ 6S7 0S, —41'2_1 VICINITY MAP WINCHESTER, VA 7.5' QUAD 1" = 2000' Ar- 'SITE MAN 6PPF OVER ::v#e34'`1-� • °�NISTRATOR DATE f APPROVEDr FREDERICK COUNTY, 'i Vil'iGINI I� SITE PLAN SHALL BE VALID FOR FIVE(5) YEARS FROM DATE OF APPROVAL. LIST OF DRAWINGS: SHT. 1 /17: COVERSHEET SHT. 2/17: NOTES SHT. 3/17: LAYOUT PLAN SHT. 4/17: LAYOUT PLAN SHT. 5/17: GRADING PLAN SHT. 6/17: GRADING PLAN SHT. 7/17: SANITARY SEWER PROFILES & DETAILS SHT. 8/17: WATERLINE PROFILES SHT. 9/17: WATERLINE PROFILES SHT. 10/17: WATERLINE DETAILS HYDRAULIC CALCULATIONS SHT. 11/17: STORM SEWER PROFILES SHT. 12/17: STORM SEWER PROFILES SHT. 13/17: STORM SEWER PROFILES SHT. 14/17: STORM DRAINAGE AREAS SHT. 15/17: CONSTRUCTION DETAILS SHT. 16/17: CONSTRUCTION DETAILS SHT. 17/17: LANDSCAPE PLAN ®��wl_T ®;Lr �Qb ev q11 'A�0co 6�86�� rt, No.021621 w q/// ex. �OIVAL �� W I 1AIJAW1 Eimp'-LEWS. P.L.C. 302 South Braddock Street — Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 JOB NO.: 9602001 DATE: 01OCT96 SHEET: 1 /17 9.1 i? GENERAL NOTES 1 The Property delineated, on thisplan is located near the Winchester Regional Airport at Route 645,Air'poft Road In the Shawnee Magisterial District Iti the County of Fred.erick"Virgi nia.. The developer.of the 'Property propose& to construct. a 363,014 square foot distribution facility on 53 acres, The Wilding, will contain 336, 12�2 square fe61 of warehouse area, z2,936 square'feet of office area, and 3;946 square feet of order Control area: Site, construction will allow the construction of an additional 36,504 square feet of�,Warehovte area. 2, Property Owner/Developer: KOHL'S Department Stores, Inc. Contact Mr. Wait LaUtrier N56 W17000 Ridgewood Drive Menomonee Falls, Wl 53051 Telephone: 414-703-7-000 4 Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. Contact. Mr,lohnLewis 302 South Braddock Street - Suite 200 Winchester, Virginia 22601 Telephone: (,540),.662-5792 5. Property boundary,, information shown � on these plans was provided by Ritchie Surveys, Inc, Job benchmarks are the tops of the sanitary sewer manholes which exist on the east side of thesite. See the plans forio.cations and elevations. 6. Site Data: Parcel Area: 53.33 acres Zoning: M-1, Light InclusVial District Use, Warehouse/Distribution Front Yard Setback: 'Required - 75' Provided - 100'+ Rear Yard Setback: Required - 25' Provided - 100'+ Side Yard Setback- Required - 25' P novid ed- 100'+ Maximum Building Height: Allowed, - 6.0' Proposed - 35'+t- Maximum FAR: Allowed- 1.0 Proposed Total Floor Area =, 399,5118 SF = 0.172 MinimuLandscape Area: Required - 25% Provided -Minimum Proposed Build 4ig/PaVeMont Area = 1, 121,724 +1- SF Landscape/woods./storm water areas = 1,198,717 +/- sF 7, Parking Lot Requirements: Side Property Line Setback: Required - 5' Provided 251+_ ROW Line Setback: Required - 2V Piovided-- 30'+� 8. Parking Space ReqLiremeritsi Proposed Office - 26,882 SF Required - 1 per 250 square. feet = 1,08 spaces, Warehouse Required - I per employee on maximum shift, Maximum employee shift = 300 = 300 spaces Total Required, - 408 spaces Provided - 485 regular spaces (plus reserved area for an additional 200 spaces) Provided - 14 Accessible Spaces per ADA Loading Space Requirements: Proposed Warehouse - 336,132 SF Required - I per 40,060 sqa.are feet spaces Provided - 156 @ 12' x 45' along perimeter of loading area Please note that no striping is proposed forthe loading areas. The area , is dedicated to lcadh)g orily. 9. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps on the site shall: have detectable warning surface per ADAAG 4,7 and 4.29. HC ramps off site shall be constructed per VDOT standards. 10 Buffering Requirements: The adjacent zoning is M1 which requires no buffer. 11. Environmental Features: Wetlands - Wetlands have been identified on the site. The. wetlands are restricted to the Buffalo Lick Run channel. No disturbance of these wetlands will occur in conjunction with this project. Flood plains - FIRM Community Panel Number 510063 01158 shows Vie area adjacent to the f3uffalo Lick Run channel. No disturbance of the flood Plain area Will Occur in conju�cticin with this project Sinkholes - No sinkholes ikholes.have been identified within the project limits. - Steep Slopes - The calculation of steep slopes disturbance ' is ba-sed upon, the entire area of Airport Business Center - Section 11. This area contains 105 total acres. and approximately 39 acres in steep slopes Steep slopes are defined by, the Frederick County Code as slopes a ding 15%, The area of steep slopes allowed by the code to be disturbed is 25%. This would be approximately 9.15 acres, 'The area of steep slopes to be disturbed in Conjunction with this project is 3.2 acres Woodlands -The calculation of woodlands disturbance is based uOoh the entire area of Airport Bosiqess Center - Section 11. This area contains 195 total acres and approximately 113 acres in Woodlands Woodlands are generally defined by the Frederick County Code as including largely mature trees in groves greater than 114 acre, The area of woodlands allowed by the code to be disturbed is 25%. This would be approximately 28 25 acres. The area of woodlands to be disturbed in conjunction -with this project is 24 acres, EROSION AND SILTATION CONTROL NARRATIVE 1. Erosion control practices shall conform to the requirerpeirits of the Virginia 'Erosion and Sediment control Handbook, 2. See plans by Painter-Lewad is, P.L.C.P,L.C. dated 20MAY96 atiled �,KOHUS DISTRIBUTION FACILITY EIR08ION; AND SEDIMENT CONTROL PLANS for additional informatipli; CONSTRUCTION NOTES 1. The existing utilities shown on. these plans,are based on available information. The CONTRACTOR shail be responsible for determining the exact locaj�on of all � utilities bE porrimencingwovk and for any damages which occur by the failure to locate and preserve these utilities. 'if th0,'0,*ONTRACT9R should encounter atilities other s, the CONTRACTOR sh6iffflir than those shown on these plan, I.L.arneoiately notify the engineer. -and like the necessary and proper steps to protect the facility and assure the.4ontinUance of service, 2. The CONTRACTOR shad have approved construction drawirigs�.'Prior to the start of construction. At least One COPY of approved plans and revisions shall be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A, Controlled compaction shall occur in all fill sections for pavement, -trenches for utilities and in other areas 68 designated on the plans. B. Controlled fills shalt be compacted to 95% density as delenWined by methods per standard proctor AS -TM D, 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loosethickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified. soils engineer. . D. The surfaces , � directly beneath areas to receive controlled fill are to be cleared' grubbed, and stripped of topsoil. The area is, then, to be scarified and compacted to a, depth of,6 inches totare5arne density as the controlled fill to be placed thereon. I . E. Fill material shall be taken from approved borrow areas. K shall be Clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material, 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. Storm sewer and pavement materials Called for on the plans refer to standard VDOT desiqnations. 7 7. BENCHMARK: top of sanitary sewer manhole located near northeast corner of property - elevation = 678,89. 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. Where plans call for matching existing pavement in the public right of way. the CONTRACTOR shall provide cut joint or asphalt overlayps directed by VDOT. 10, All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. All Construction and materials proposed 'for the public right of way shall conform to VDOT standards and. specifications 12. Fire lanes shall be delineated as directed by the Frederick County Fire ,Marshal. 13. The CONTRACTOR. shall obtain permission from adjoining property owners prior to conducting any off site construction activities.' 14. The CONTRACTOR. shall coordinate the relocation of the existing utilities with the appropriate utility pompariy as necessary. 15, All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Departime'rit of Health and the Frederick County Sanitation Authority (the "authority), 116. Water service will be provided by an extension of the Frederick CountY Sanitation Auffiorlty water main located adjacent to Airport Road. 17. The CONTRACTOR shall coordirfate with, and arrange for inspecQ66t by, the Authority. 18 The, Authority shall tap all existing water tines. They will furnish the, materials, for and make the tap. The CONTRACTOR must make application for and pay the cost of this work. 19. All site aridbuilding lighting shall be installed to avoid spill -over onto adjoining properties. 20. The CONTRACTOR shall provide 8' chain link fence in locations generally as shown on the plans, Fencing shall be similar in construction and components to the details shown on the plans. Submit specifications and cut sheets of proposed fencing to OWNER. Obtain approval of fencing location from OWNER. 21. The CONTRACTOR shalt provide guardrail In locations -generally as shown oii the plans. Guardrail shalt be similar in construction and components to the details shown on the plans, Submit spetifications, and cut �8heets- of proposed. guardrail to OWNER, Obtain approval of guardrail location from OWNER.. .LANDSCAPE NOTES, 11. P-arvdscaoia0.Tabulation; Frederick aunt nL LanoscapeArdio' Required-, 25% x: 53,53. acres 1133 acres Laposcape.Area`.'Provide&, 1382,748+1- sf, or 22,56 aic'rpt 4261. Parking Lot Landscbpjng Perimeter L,6n4sCapirigRbq(;Jied. 'I shade tree, per 40 feet of perimeter, -Pei,948. parking, perimeter feet shadgtrees Provided = 194814,0 = 4%32 Red Oqk + 17 SuqOr MaP IQ) interior Landspaprig Required: is ac s ltbtaf Parking. Spaces = 490 shade trees provided xlq9/10 50(50 Lit"eleaf Linden) 5%',of interiorto'bo landscaped' Interior area = 189,345 square feet req:Ltirediritotior IaOdsciip6area 8,467 SF t" d 1 ?,�420 ineFritor landscape area provIde wv 2. Confirm the locations of any utilities -above or below ground Poor to. commencing, wo,fK." Contact, the Landscape Architect in the event" that utilitiLls or any other structure conflicts with theitalyout shown on the plan, 3. Verify the quantities sHoWn on the plant list with totals indicated,on the plth,,Contact 1he Landscape Architect in ' the: event, that cfiScfe�pancies exist. Supply unit pricesio ctothe,Owner,attirrie of binding i 4. All materials are subject to approval by the Owner or Owner's tepreseilativ6., Provide the Owner with a to froit, each plant species' Lif In Plant List, use and q-1isl, of the plant suppliers� Where any rbq iferment§ are o ifted4rom the�Pl' plants which meet the normptroquirerri6nts for the vbriely, a6cordind-to thij Americbri'AisociatjOn of Nurserymen. 5. Plants shail.,be step ohe�olthy, vigo�Ous, welt branched, free. of. dis�ease. insect' eggs Ind larvae, r r I d,shall havdr' adequate. root systems. 6. Sizes specified In 'the Plant List. are rninimum, sizes against which the plants will be judged. Failure to rneeV minimum size on any I plant will result in rejection of that plant. 7. Groups of shrobsshall-be placed in a. co ntinuous mulched bed with smct6th; Continuous edges as shown on the plan. All mulched b6d.s shall,bectlivifinear in shape following the contour of the plant 4riass, Apply 6 miriftTium of 4 inches of mulch unilprmly over beds, Trees located within four feet -of any shrub bed., s,boll shore the same bed.' -,Grade finished planting beds so as not to in iede surface-drairia 8, Locate flees a rrijnfnw, m',013-feet from, walls of walks, if possible- 9. Stake and guy all trees acdotdlrig with standard practice andlor the suppliers recommendations. At a minimum, 4 all.. deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into.. theLground. Secure, tree, to stakes with #9,galvan/zed w1re guys with rubber hose Connections, Stakes'Shaflr be: 2" x 2" x 72". 10. Use shredded' hardwood bark mulch in all, planting beds. 11, Remove all 'tags , 1wine anO Containers from installed plants. Roll back burlap one third on B&B plants. 1'2 Plarttsubstitutiors are permitted with consent from the Landscap rOh,itect. 13. Prepare. the soil in all be0citing areas by mixing, into the tbp'o�` thes of soil. one cubic yard of manure, peat and, 4 granularfertilizer per TOO square feel: of area, Remove an turf or offier vegd(,?tio.n Completely prior to installation. 14. Plant all materials in their appropriate season. The Contractor shalt -guarantee, all plant materials and workmanship for a period of one year frofy) time of installation. PRIVATE FIRE SERVICE MAIN PART I -,GENERA SUMMAR 1_his, sectiom inclu,02s theprivate fire protechonservice main, and appurtenances put , t names from a point,,5 feet -outside the building at the connection to the Public water service lipe- Thetilow.flng is, the narrie"and address of the, uI94 company Which provides the water tonne, coon; Frederick County Sarittatipri Authority 315 Kacedorrfa, Church Road Stephens City, VA 2.2665 (540) 868-10.6,1 QUALITY ASSURANCE Comply with requirements of utility supplying water to the project Comply with local fire departmentibi6rshal standards pertaining to materials.. hose threads, and' installation. Comply with requirement's of NFPA 24 for materials and installation, b,ELJ!�ERY�, STORAGE AND'AANDLtN p E Transpart.,.,Pre are valves, including fire hydrants, for shipping as follows; "Ensure ,valves are dry and itlittrrial[y protected against rustand-.corrosdon. Protect valves against damage to threaded ends, flange faces, and weld ends. S_etva_vtvesinbe��po�itionf,orb4ndli,og, Set g ate valves and fire, �hydran tsclosed1d,,brevefft rattling' ions for valves,, It ictuding fire, hydrants, 'd, rf g: storage Atqpgg: Ulse the following Orecaot its,, q n rage'. Do noll: remove eW pr0e0ors unless necessary for i ri spectior�ithen rein stall for storage. Proteot valves fromweathet, Store.valveslinicloors, Maintain Valve. .1emperature,higher than the ambi&nA dew p6itftfemperature. If Outdoor storage is necessary, support valves off,the g I round or Pavement in wateftighlenclosures. PROJECT CONDITIQNS Site I-aformiation: Performsitesurvey, researc�public utility records, and verify, existing utility locations. Verify that Ifire service mains tray be installed do compliance with, the original ddsign and referenced standards. SEQUENC:IN'Q, AND SCHEDULING Coordinate connection to public water, main With utility company. Coordinate with interior fire protection Piping. !apROirate. with other utility work. RT �A P OOW fS MANUF,A,CTUREB AVatlabt8 Mantrfactuters: $qb*t10 compliance with i'eqLiirements,,m6nvfAibturert offering Products that Iliav 'oe 6corporai'tedin'the Work4nc1udebUt,are;not lunited to the. following: klg_nulacturers,S-ubject iocomplionce with requirements, provide products by one of the fo . Ilowinq: _Qote Valves American ba rfing'Valye, Div: of AmeriQ'In Cast iron Pipe Co. Clow Valve Co.: Diy.,,cf McWqne, Inc. Hammond VaNe Corp. Jenkins Bros, Kennedy Valve; Div. of McWanp, frit] MiIWaukeei;Va'1VeCO`. Mueller -Hersey; A Orinne11 Co. Nibco, Inc. Slockham. Valve & Fittir0gs,,tri US. Pipe &,Foundry to. WaterousCo: Tapping Yalms, Clow Valve 0,WpWafie Inc,,' Kennedy Valve; Di_vr%f MdWare., ll'np_ Muellet�Hersey U.S. Pipe 8 f%ondrryl' CO. Indicator Posts*,,, American [Darling Valve, Div, of .American Cast lion Pipe, CO.- low ' 'Valve Co..; Div, bf MbWane, Inc. Kennedy Valve; -Div. of McWprie, Inc- ULidtler-H.etsey-,AGt.ihpeliGo. 'Nihcb, Inc_ Stockham, Valves &Fiffnigp, Ire:. U.S_ Pipe % FOLIndry Co, Dri-Varl-el rite Hydrants: AMericantDarling Valve, Div. of American CasHron Pipe Co. Kennedy,.VpIye,;, DIV.' of rvteWani; Inc, Urider-ground.WarriM Taoes: Allen Systems, Inc,, Reef taclustries, Inc. Brady (W:HOCQ.; Sdgnmatl<Div. Calpi'co, Inc, Carlton Industries, Irib. EMED Co-, Inc. Seton, Nbnne Plate Co. PIPE AND PIPE. FITTI[NGS-, GENERAL Fape and , pipe,fLffing materials shall be compatible with each other. Where more than..one type of material$ or products iis indicated, selection is Installer's option; PVC (Polyvinyl Chloride) P,,ip AWWA C9.o0,,CIass 150 Du ct e Yon rid C9tlrnrioirsAWAioWe7oWors4o,QVC153,ct�on �ol16lttf di%ensigng to match pipe,outside djarheter,' Lipin AWVVA C 104, cement. moi4ar, iealcoa(ed., Gaskots,f, AWWA C111, -rubber. eypi Fittings: AVMA Q900. gg�: ASTIVI D 3139,, Qaske.ts:, ASTM r477. tau u0lings: I Iron body sleeve assernblyfabricated t9rnaltdh outside diamelers,of pipes to be joined, Glass , Si eve: AASTMA 126, CI* 8, gray irpri. Followmi ASTMI A47, grade 32510,�Or A8Tv A 536 ducti le iron, Gas kets Ruboer:. -801(saadNuts,. AWWAC11f, E!as_h.- Enamelpajnt, VALVES No11nsQ1q.Stem Gate V`aIves.AInches and Larger_ bL 262/0M approved, iron body and bonnet with.flange for iridipator post, bronze seating ma ten irside, screw, 1175-psi workipg pressure, rnecharlical joint ends. Provicfe With, flanged ends for pit, installaticio, Valve Boxes: CasHro.6 box having top sectioviand coVet with lettering, "WATER," bottom Sectibn with base of size to fit over, WdIve-prId.bariref a Wax p matiafy5-Inches in diameter, andadju8tabfe cast-iron extension of length rqqtVjred for depth of bury ofvalve� Provide a -steel tee handle operaM- wteiiqhl with each valve box -' Wrench ,shall have tee handle with We pointed-eriq, stem of len th to opereilb-v4we 4 � ary I d-socket fittingi volv e operating nut. IndiCatoe Pot : UL r89/0M,appi,oved, vertical type, cas�tlro'n body,with Operating wrench e,xte.n:S!6n rod and e0juisiabfe cast-irori barret of length requiredJor depth of butt Qfvalve. WATER. WEIR Genre al: The, water meter shall be in accordance with Frederick County Sanitation Authonty speciflob ' I I ARE HYDRANTS Gene al: Fire'hydeants shall conform with the specifications in;AWWA Standard- CSO2, ford fare I r -barrel ,y Hydrants - shaill be compression type, with"six-inch ime0i6rical joint inlet and minimum bury of 4.5 feet. Unless otherwise - specified, hydrants : drarit's shall be 'traffic model with a 4 1/2" valve opening, one 4 1/2" pumper nozzle, and two) 2 112" hose noz?fes.'All nozzle threads shall be national standard. The op6rating nut shall, be Pentagon im- shape, 1,1/2" point ,to.flat, non -rising ary'd open right (clockwise), Hydrants shall, have, afinish "coat of red paint applied 'by the molfilifacrutter. Hydrants shall be, either American Darting Mark"70 or Kennedy K8 1 X ANCHORAGES 912MPS� Strgips—, and Washers: ASTM A 506, steel. FWds: ASTM A 575, steel. Rod Couplings: ASTM A 197, malleable -iron, Bolts; ASTM A 307, steel. !q,ast-Iron Washers, ASTM A 126, gray iron. Bearing and Gravity Thrust Blocks: Portland cement Concrete mix, 3,000 psi, Cement: -ASTM C 150, Type 1. Fine Aggregate: ASTM C 33, sand. Coarse Aggregate: ASTM C 33, crushed gravel. Water- Potable. IDENTIFICATION Plastic Underground Warning.Tapes: Polyethylene plastic tape, 6 inches wide by 4 mils thick, solid blue in color, with Continuously printed caption in black letters "CAUTION - WATER LINE BURIED BELOW." EART,3 - IEXECIJTGCIN PREPARATION OF BURIED PIPE FOUNDATION !Grade trench bottom to provide a smooth, firm, stable, and rock -free foundation throughout the length of the pipe. —Remove unstably soft, and unsuitable materials at thesurface upon which pipes are to be laid, and backfill With clean sand or pea gravel to indicated level. Shape i�fiom of trench. to fit bottom of pipe. Fill unevenness with tamped sand backfill Digbell holes at each pipe joint to relieve . the bells of: all loads and to ensure continuous bearing of the pipe barrel an the foundation, PIPE AND. PIPE FITTINGS INSTALLATION PVC (P-PI �vin LC_h!qri�, Install with cetnent-mortar-lined, ductile.iron or Cast-iron, mechanical joint or push -on, joint, fittings, and rubber gaskets; in accordance With AWWA M23. LLJ Depth of Cove : Provide minimum cover over piping of 18 inches below average local frost depth or 36 F— inches below finished grade, whichever is greater. I-_ VALVE INSTALLATION 0 Z enerl Applications Use mechanical joint end, nonrising stern gate valves for buried installation. Use < threaded and flanged -end gate valves for installation in pits and inside building Use rionrising stem W UUFM gate valves for installation with indicator post. 0 AWWA-Type Gate K�ves: Comply with AWWA C600. Install buried valves with stem pointing up and with cast -/ran valve box. 1j.LLF_M,,TypeGate, Valves: Comply with NFPA 24, Install buried, valves and valves in pit with stem pointing LIP and with vertical cast iron indicator post. Install interior valves with wall indicator post. FIREHYDRANT INSTALLATION UL—XM-TylpL0 Hydrants:ire Comply With NFPA 24, Install with gate valve and provision for drainage as indicated. ANCHORAGE INSTALLATION Anchorages: Provide anchorages for tees, plugs and caps, bends, crosses, valves, and hydrant branches, PROTECIBLF_DQ�G APPLICATION Apply full coat of asphaft or other acceptable corrosion -retarding material to surfaces of installed ferrous anchorage devices. I IDENTIFICQQ ,N INSTALLATION C) Lli Install continuous plastic undergrOUndI warning tape during ba.ck-fflling of trench for underground water services Locate 6 to 8 inches below finished grade, directly over piping 0 FIELD QUALITY CONTRO Piping TestsConduct piping to before joints are covered and. after thrust tocks haye sufficiently hardened. Fill pipeline 24 hours prior Ito testing, and apply test pressure to stabilize systern. Use only potable water. HyqLostati�c_Tests_ Test at not less than 1-112 times working pressure for 2 hours. Increase pressure in 50-psi increments and inspect each joint between increments Hold at test pressure for one hour-, decrease Ito 0 psi Slowly increase again to test pressure and hold for one more hoer . Maxirrvurn allowable lieakage is 2 quarts per hour per 100 joints. Rernake leaking joints with new materials and repeat test untit- leakage is within above limits. 'AOHN C. LNIS No. 21621 4rONAI- LL A A DATE: 01 OCT96 SCALE: SHOWN C.I.: NA JOB NO.: 9602001 SURVEY: NA DRAWN: JCL SHEET: 2/17 C50. SnSPEEMPH DESIGN S04' E - 507 A STOP SIGN -MOUNT ON STD. - - --- a AIRPORT BUSINESS CENTER I \ -1 POST OR EQUAt� 5' PARKING SETBACK O� w a �p \ 20' ACCESS/_�IJiY ESMT•_- __ EX. SAN. MH 0 ° ° - - _ - - SECTION 1 LOT 7 o TOP 678 cv / 25' BUILDING SETBACK HEAVY PAVEMENT SECTION LIMITS /N = 669.08 0 2 O o �--__ GK R27.00' ZONED M-1 F : Z u \ \ ° °� C 8 50' TAPERS -' - OUT = 668.95 IPZ G-6 USE: VACANT , s w 34 R5.00' LLJ LLJ N 20' SAN. SEEN. ESMT. GF-1 - Ofi•LT. C l R ,� 'G�'/ CG--2 R5: G O S `S►j" �`� \ S` ~ 'CG-2 / H LT. '�♦ / �9 `F ` p o 0 66 t OH LT. \ `�� 300'-8"0 > LT. 35 0 0 00 0 CL ' I I �� a H -RCP O 3.40% RCP O 3.40% za n I \+ ® / RCP O 0.80% r7 a O o I END C 2 ono / s 0 DI-3 3 1 �' 2 B \ I 31.00, I \ESN�o L=14' R53.00' ° N R5.00R30.00'R60.0 ` 0 \ \\\ �► CIE% 212ir' o I 5'R(TYP) \� 20i �R� RGP 04.50' -� cn o (TYP) N � -512.50 _I / $ G,2 0 R5.00' 00 SEE PLANS TITLED BY PAINTEBYRD R-LEWIS DRIVE CONSTRUCTION FORROAD DETAILS '' '' / w 0.p0 22 00 \� 2p o0 2 ° 2 00 9+0 O W ' / 1g5 86 ' �� 0 NLIZ OG LT. ® © p0' 00 20.00 1 0 0 EX. SAN. 4 3 ® ® 20 22• 1n ® /TOP = 6 .j 55 O /N 6� 17 CL 9.00' p0" OLF - 662.0.3 P) 0' ().00 ' 2°.00�22 °.p0 20 °o P' 4 ~- / 0 LT. URE) 000, 22.0 LT. R4.5 R15.00' 20.00 4.50' n 2 00 R25.00' EX. CUL I/ERT / 2°,00 �• ASS 1.` E N 44 \ 1 I A_ F 0 Lei 01, 274 69'-3 - \ O 0.79 Q. 4.25' 00 Q� o AR z O / HC D GS. O R12 5 DOUBLE LEAF PLAZA AREA 1 SEE ARCH. DWGS. 0 0 ' 1 l WING GATE l(Ti Pp /x 30 DI 20'' t 0 00, 8' CHAIN LINK FENCE .00'CO a O. LT. C 6 o CpNCR V .S'00 FU E 1.20'-24'O 0 7,3• .- +1 Z / PARKI G RCP O 1.12 0 •i*� rR100.00' W AREA • \ �11 1 U C.7 ROOF L RLZ1.1 / 65'-1 TO CH-40 • \ 00 / `'x � i . � 0 / PVC O .07X \+ p0 I � � I � W V .3-1 SDR21 PVC WATER MAIN OH (FUTU ) OG LT.(FUTURE) R� 36.00' E '` ' Z 3-10" GV o " w - _ 00. E 4 zx R5.00' (TYP) 10" X RE LINE HCR Q / 2 BpL�gF�.L�.SS. I' Z E 00 O FH • �(SSY. �H LT. 1gg. \ F.L.S. 1 F 1 Q" o �' • 8' . FIRE• LI _ - ENO CG-2 L �ivv �� R t0" X '8" . TE N id CG-6R' I NDC FH'AS5Y. 00 • o+ \* \ �-- V B 1' NOC �� 301.48'-24 O -• oo < 1 0 p0 CG-6 -_RCP O 0.50% 49 00 1' NDC t / DI=3C o 01-3 XFR w l UTURE NCR c R10.0�; \ J Q CO-12 / � L=16' • 0 1 GV' •dc BOX ' ' 'L= f / 0, PARKING 10 X 6• TEE .� X. SAN. H W AR 35. 3s SIGN- OR EQ 22.00 R15.0 E FIRE LIN \ OP = 664.4 OP 0' S 1 POSE �, 1 0 p0 PR t3S SPA . CRASH ` ' p GUARDRAIL O EX. STA7)VN / = 657.08 0 Q C W- g .g�' OMPACTbR' - ` 5' OFF FC _ F- LA_ CO- / DRILL PO MOUNTED RMER ` 1 TOP 670. 67 T/-657.0 U Y 3:1 TAPE F F.LS. S • ARfA C FUTURE H D . - �; o * STND. GR8 SPEC (TYP) 41 OH - F.L. �`� 164.76'-18"0 0' A /' �' 0 • �O t \ RCP O 3.43% + NDC 20 %E5�! � ND. FCSA FH N 51 0 FH ASSI". ✓/^ , � + • p. 1 ` \��" 0_ 10" X 6' CROSS 00 "a n- / 12• • • R OF LEADER o �, HEAVY PAVEMENT SECTION ► / 3 / 9 : 1 15` n , 1 1 R35.0� / O 2 00 �' METER PER 1 F • • R : A 1.OU %.. R 1 FCSA SIDE . . 1 E QDI-3C m e 61 4 \ 1 6 FH G IT F 00 �� • * pp • p• - 8' 11 ` IDJGV 1 o + • • s d c� 1 \ \ ? 1 1 \ Ct 6'- 15'0 W 3"0 WATER LINE � Wo RCP O 21.97% _� R59.00 F.L.S. C9p0 o O COL. # 2 • F. I 159.49'-15"0 FH ASSY. PUMP R • • + - RCP O 1.00X I I N1 Q.0 281.00' • • • • • oiopy . LT \ \ N uo OH KOHL'S DISTRIBUTION FACILITY _y 159.19'-24O RCP O 2.40% FPARCEL AREA 5334 ACRES N7I NCOI i a; LER PARKING AR ` \ \ 00 C)O BUILDING AREA = 3631014 SF * o m> Ln Ln I N BUILDING ADDITION • 3 6, 5 0 0 SF HEAVY PAVEMENT SECTION N 1 1 E 6 ,-• BUILDING HEI•G = 35' n .::.:.�� _:- f I Z ' o •,•, • EMIT s ul NI ROLL BACK GAT (2) y ,Y FF = 711.40 - 8' CHAIN LINK NICE• + & a 4 1 \ ,\ N C aTo i* o �, o m , 'Y�. o ` Ct'r. ° \ 25 LL I D 36 �* O • 0� • °� d MH-1 b 1A I _ iti 16.00'-150 LT• ��`'19 p'�,st + b o* 25A -RCP O" 2.00% \ \ RCP O 23.97% * 1A. 13 p0' o • • . 24'-21'0 I 20 f LEADER :' DC�3� *N 32'-21"O \1 • ` tp RCP O 6.00X 16 0' � + '�i 201 -'1 S' t=16' * ENTRANCE . 4 RCP O 2.33 '% ° 1 o RCP O 6.00% 274.38'-30"0 CONTROL + 1 * o RCP O 1.20% Y ; `' . SEE ARCH. DWGS. • • '1 Z,TH OF ul MATCHLINE •SEE Ln SHEET 4 prder m C L) JOHN C. l EWIS a. �n No. 21621 N p N { o SSIONAL 0 25 DESIGN SPEE 50 0 50 150 Scale 1" = 50 ft 14' TO FACE OF CUR 12' FORM SWALE 12' --6 - ---- +ems------- DRIVEW,ky SLOPE PER PLANS 174':1' SLOPE ypN 1 4*:1' 1 4�:1' 1 • 1 DATE: SURVEY: 010CT96 PD Y •, 4 2 Max SCALE: DRAWN: ADMIRAL BYRD DRIVE 1650/ Square Yard of Asphalt Concrete, Type SM-2A 2.0' - Asphalt Concrete, Type cM-1A 1 r' - 50' JCL 9.0' - Asphalt Concrete, Type 21101-2 TYPICAL ROAD SECTION AT ENTRANCES 6,0' -Crushed Aggregate, Type 21-8 C. 2, NOT TO SCALE JOB NO.: SHEET: 9602001 3/1 7 c Cca S4-- ��PAR i -- -- — ,f-- o AIRPORT BUSINESS CENTER I ! 2 Oa o �`� — _-- �-- J i wX s I SECTION 1 LOT 7 I o" \ \\ o 0 0 0 0 ��_ \ `<s' BUILD/' �6y — O \~~ � .�,',/ �� ,, l 1 v `95 ZONED M 1 � Q 15.9 -\ T \ s a �° % �� I I USE: VACANT w u Lj ._e \ s \ \ \ \ \ \ 12.85 C = T 0 \ '\ a �'Ca' \ Q1 cli \ / 15 26 / I 1 C +� / / — — — — — — _ 7-�� \ \ 0 \ "ADMIRAL YRD DRNE SEE PLANS D 1 / / / _ _ _ \ \ CONSTRUCTIO `�— TC 07.00 \ \ \ \ \ \ \ I PAINTE LEWIS, LC FOR R D AILS / / // �-�' �_ _ _ TCAr- �B �,,Gf, \ TC 09. TOP = 3.55 CL 6 Tt 10.3 0 \ ZZ--. TC 10.3 \\ \ N \ Z TC TC 12.00 � •` T �� TC 10.50 fG 11.12 \ / T `\ / \ \ \ \, \ \ tx \ C7 T TC 10.80 f TC \ \ \ \ \ \ \\\ \ \ \ T TC 10.5 TC 09. TC 1TC 880 1.12r' TC 09.4 ,QF PFWP. \REELII�E J \ LEADER * \r / ` I 11 \ �\ 1 , V C7 65 �f0"0 SGH 40 % , t , .`\ a Z \ \ TC 11.00 PVCO 3.07 W TC V ^-•% 1 — ( Lim � � a� � \ C 10, p0 � � � �- J � � _ • �-r � � -� �' ✓ � �� / ° � I , \ \� \\ \ \ N Y LLJ I � T -- 0"" .— _•..- --- -- _ __ ...._ .-- "°' S EX. S 7\QN 1 6 � Li �2 PERMANENT /GRADII 1 , 4 / / \ 1 / f� • ` — / ,.,»_ AND ACC S ESMT. , 0 N \ � '' / �• ` < \ \\ Op / / , • \ --mow _ \�_ _ ° \ ' —\ \ \ \ I i @►, 41 -- _ ` I 1 1 ! I I \\ • \ \ , y 1 �1 I I Ln In t ! 1 t \ 1 ! /\ \ ) ° R F�. N 1 +' N N KOHL'S OISTRIdUTI N C � � � � \ � ! , 1 P � 1 � o - ' , 1 ► '.. \ / , PARCEL A R EA 5 34 Es \ . , --� 1 s LER P IN Al2 i c4-1 o o 0 ... ` \' \ I i it \ \ 1 co 0 \� \9UILDJNG AREA\ = 363 0�� ---- / I y d .� PROP. TREELIKE 1 \ \ \ G / 1 _� BALDING A�ITION 3-6,500 SF \ \,\ *,*� -- e BUILDING \HEI'GHT = 35OD so- FF — �71 1.40 r ° ° �' -� \ - _� `� = , \1 \ scm -ij fLL- P D�st MATCHLINE SEE SHEET 6 I orco tro 50 0 50 150 Scale 1" = 50 f t JOHN C EWIS No. 21621 04+�' ONAL " DATE: SURVEY: 01OCT96 PDS SCALE: DRAWN: 1 " = 50' JCL C. I.: 2' JOB NO.: SHEET: 9602001 5/17 v ` %�'; ✓% �" - �' _ - _-' MATCHLINE SEE SHEET 5 \ ^ - o ° 01 7. Co 07.40 O I I � * I � � It i f ! ` 1 1 - .. _ .. 06.32 � ' i, • _ - /-' / / / ` ` \ t II ` ' I , 1 - ' � `106� I \ I / /l / / - ._ _ r • � ° 1 , \ 1 , ` ` 1 , I ' ' , 1 � ll aptjv 06.32 , ;1 1 • i .. LER PARKIN ARE Tr TC 05.90I F 1 F= • I !" / ! I f r '' � � � � � � �\ �'•, � v\ � % BC 05.4 . .. ' ', •, --_� • 1� / \ A4.90 ` �!f I � ' I !'i1 �� \` � ` � / � -7j4 0.20 `, •_ � 1 \' 1 ( 1 ;! I �, � \ I � 05.70, 6. 7C 05.90 l f \ \ 05.6 BC 05. .70 O 06.20 _ � \ I 1 1 O 05.20 4.65 - r j \0 .9 05.60 Y I V \ � 06.2006120 .20 + O lT 04. 06.50 / 1 ! ,' �✓ �, L, ! ' • 9 1 W 20 02.201 1 �, l � 1 a 90•�-! I 1 � , � ' I • ' 6. . \ �• , z ' { 06.75 / • , I -elf ,prm► ` i / ` 1 I ` - t _ I -0340 � � �' ' , • • \ ... -. „ 1 I � 1 I 1 ' 107.00 1 r ` \ `, \ \ \ •\ / �a �- ,I r 1 , I 20 • 05.20 f t L V 1 (1 ! ` 1 I 1 � I I I `►y i� O I 1 1 �` 1 •� ` � I � ~ 1 + I \ \ 1 1 / r r f I I ' O " O'er , ` \' , ' ' ,' � Q I TC 04.6, 1 I 1 1 1 06.20 1 1 r i' 0520. TC I I I j` • �\ �\ \ LL , , 1 � � `, \ 5'\ , \ .I 1 * � � ..-- I , I r r I � � o a x ,- I � '--_•_ TC 07,50 LAJ 1 is , �` \ \ \\ \ \ 1• , ` 1 1 06. O,o-o M _ l ` a7.2o - ``x/x r I I 1 ` \ 1 ,, \ \ ` - • � /O/ ' I N Y 08.20/°/° �x� II t 1 , \ \e T i 1 706 _ 1 TC 07.20 I TRfU PARKING � / o O '* x .I /O/ 'x/x I 1 O 09.20 O i x J x i I 1 \ \ \ '-. , , , ° y O x 1 1 , \ V / A ii: J J `.. `� ,, � t ` �, �� * 50 /•*', ! I I i ,I \ \\ � `._. �e ._.__ -.- .- -'�f-�.. __ �� / 1 'O __ o ' r/1 / P � I � . 1 1 1 1, � ,, �, / * l J _f 1 I � (� I .` 1 � \ i,,. ..\ .\� \ "'^`•_._.. _... _i7 __ �' , I � Q � !i 1 1 -.(SEE�OSION AND SEUIMENT l' 1 \ \ LAJ 1 I f t I I I I i I �''t \\` \+ \�\ \\ ` _ =`'-- _- - _ 1 4 __ . -' /°�-O x! x I �L / Y CONTROL PLANS" WY PAINTER-LEWIS ; 1, \ � 0 ! ! � I � ` > �\ +� \\ \_ _ - - _ __7.02_ _ ._ ..._._ .._ - -._ - - _ ` /O/° �x� � , `\ OATEI? Ld 94J>M196 F042-POND pETAlLS) \� \ \ -'�� / En r-ENTIN \\ `\ 1. - ` - 694_/- / i 680 _. / i l j \ \ �\ \ ,TREEUNE'� -``-i � / I ' � - �\ �\ \ \ _.. -.._.. 68 -_._.._ - - - - -- - - - - - - �, ' � i � -__ --._ _'_ --- - ---" - \ \ I N r "'_.--_. -..._ ""' _ -_._.. .''/ / / I \ t, •. \ ` h._. `.. -� "`.-., _.. ``"`.' \ `-.`' -- ___ ..I s'�/ � ! � 1 � � -". r..r -" ._ -- ""' -._. _._ _. �� _.._ `,.. � .... - - - _ .ram .-- / ,/ /�.... '- _.__ ......._ _.._._ - - � Ln _ ACRE \� \ - .�� f / I i �\ \ ` _ �'- �dZ; " - -_ _-_ -_. __ r - . _ - _ -✓ /- / _ _ _ .._ _._, ._ - N N _ r-' -- _ - _- - - _ 6 _ _ . _ /f LC 644 _ -- - 0 .. - - ARKIN -✓- - -- - `P C SETBAC /�� •_ _ - 4246-08"HF, _ _ J TH Op �O t JOHN C. LEWIS a No. 21621 0�� G�{ SSIONAL 50 0 50 Scate 1" - SO ft 150 DATE: SURVEY: 01OCT96 PDS SCALE: DRAWN: 1 " = 50' JCL C.I.: 2' JOB NO.: SHEET: 9602001 6 /17 J I � Co _ top of manhole at grade in pavement areas unless otherwise directed 1'-6" top shall be set 78` nwn above grade in easement areas square skid pad 6" thick — r _contractor to grout manhole cover in place 4 bolts (14" dla ) adjustment rings (11- max ) ■. �B" max concrete ASTMC 1 SO -- s.' 12" or 16" (typ I 4000 psi pints are to be sealed with "O" ring gasket - _ _^— pioneer 301 mastic applied between pints and on exterior side of jams • variable I.D — -- pipe to manhole connection to be by flexible sleeve invert channel to provide smooth transition in to out,- -- 3'-0" min for all connections " 4' 0" max. 2'•0` max. --- _ grout bottom of manhole top of bench -wall to form channel - same elev as top of pipe :. 9" 6" bedding stone ____ �:{t{{4{i{3{�{ {•i"?4 ti:4fif{{if�F{f�{{{:;:{?;{i{Y' NOTES . 1. Manhole sections shall have an external coating of approved bltumastic water proofing prior to installation 2. It adjustment elevation exceeds two imh.,s use concrete adjustment rings with a exterior coaling of txtumastic 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 (6 It or less) installations. STANDARD MANHOLE Figure 12 general backfill 4; stone24" carefully compacted select backf ill 6. 6. •• :•. .►DA:D general backfill general backfill carefully M compacted gelect backtill i • i saw cut to be made at time of replacement 's i entire trench to • 9 compacted i i V.D.O.T. , TRENCH & BEDDING Figure 1 �-6- concrete PROPOSED SANITARY SEWER PROPOSED SANITARY SEWER SCALE o (H) 1' =50.0' 1 SCALES, (H) 1' =5 .0' (V) 1' = 5.0' (V) V 1.0, 720 -- 720 715 _ 715 EX. GRADE — PROP. GRADE PROP GRADE 710 � " oe 710 c,7 _ _ W/L X-ING EX. GRAD II Z 00 O� PROP. GRADE PROP. 24" STM. i o _z 00 SEW X-ING 705 �9: cD — — PR P. 30" STM. 705 00 z 00-D 00 o O / � / 30" /STM. _ SPRO EWP. Oz�z O 700 + o CL- O - x O: CL : 0: ao PROP. 8'- SDR-35 SA '0 PVC . SEW. 700 — _ ' STUB 0 1. 0% --- — OP. 220'- 0 PVC PROP. 6" 0 PVC MAIN R-35 SAN. ® 1.60 SEW. SCH 40 PV SAN. SEW. LAT. ® 2.4 5' FROM PROPOSED %, TERMINA BUILDING E FTG. 695 695 PROP. 3 SDR-35 0'-8" 0 PV SAN. SEW. � PRO 160'-8" 0 C SDR 35 SAN. SEW. MAIN ® .60�a MAIN ® 3.44% E GRADE 690 - - _ _ 690 -- - 685 685 / 6" FORCE MAIN 680 / 680 ------PROP. 200'-8" 0 PVC SD -35 SAN. S W. II MAI ® 12.12% 675 I I 675 II ^ II F_ °— O N O OQ t7 = (n N N� = O 00� ' = O Or 670 i i CVNd �� NC14 Nr p)tn �r NNd' a)0)� a) 0) °'� 670 rnrn O O rnrn cD L CORE DRILL AT 30 II III zzo 0o � III' ` D 00 � II ~ Oz� O0 X II II~ tDzz� 00 II ~ TOP F BENCH a too:Z t1 N—O Of �—O C1_ L6 0 n oi— O II O o t`>>> II z Z � II 0 + .— r->> II O I f� II Ors»> + 0 11zzz II Of�>> N o Ilzz 665 --- - + __ �o `bo �o a— O - - r— 00 00 +�Zz r O : O O : : s; f— 00 00 00 + r- �- CL O - F- 00 CO _ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 10+00 11+00 12+00 13+00 14+00 O Z W J �L O C N W Q WW a f- � Z � Q c� N z Q �7_ a � LLU Q Z � W W V j Zw 0 Ld Z � � � = O U N m Y � N O W J � W Y 4- U W 0 0 IL o th O N Cn tD 0) m N r I N u In U) cD M000 0 > Ln to o D N C 0 MQ s a to +J C 0 o Cn Q N O a� ��tiT� of ty Q) 0, o .- `' JOHN C. LEWIS 9 No. 21621 1116;b �SSIONAL DATE: SURVEY: 01AUG96 PDS SCALE: DRAWN: SHOWN JCL C.I.: 2' JOB NO.: SHEET: 9602001 7 ! 1 7 WATERLINE 10 z ► ®2 t 0 - _ FIRE SERVICE LINE SCALES, (H) 1' =50.0, SCALES, (H) =50.0' M1•=5.0' (V) =5.0' 730 730 725 725 COORD114ATE THE CONNECT ON 0 THE wArERLINE WITH THE ADMI,RAL BYRD RIVE CONSTRUCTIOr CON RACTOR. EXISTING G ADE 725 725 720 720 720 720 715 715 ® ` PROPOSED GRADE or 715 715 710 710 e e / P OPOSED GR DE 6" MIN. CO ER e 10" WL 710 710 705 \ 36" MIN. COVER 705 36" MIN COVER � ` l 705 0 _ 1 705 700 _ 10"O DR 18 C900 P C WPTIRLINE ` / 700 z 10" w 0" SDR 21 WATERLINE Uv U \ 700 � 700 695 J e / 695 o 07 EXISTING GRADE ll000 0 >I �. / 30" STORM SEW R N 695 0 0 Q 695 690 -) a e INV. 692.05 <t 690 r7 -i �` W Q u` / L` _ w ~ ~ F- � 690 ~ o Q z m w o w U w 690 o 685 o 0 ca x w o' n w x > Z 685 > z o o 0 _ x J o rn 0 rn 0 -o z w w m xo •- .o xo b rn o �- - b 0) O .- o g O Z 0000 � 00 o O0 00 0) 0 0 0 1. N O O O O + Ld U N 00 0 06 tf) O 0; 00 O O (0 N Q) N 0 r- r- r- 0, IV) 4 � 6 6 + 1+00 2+00 3+10 4+00 5+ 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 WATERLINE PROFILE 725 SCALES, <H) V =50.0' (V) V=5.0' 720 720 EXISTING RADE 0 0 715 � ° 715 i 710 710 0 PROPOSED GRADE 705 36" 01N.1 COVER 705 e 36" IV IN. COVER ------------- 700 EXISTING GRADE 700 24' STORM SEWER IN =696.04 10°°0 DR-18 C900 PVC WATERLINE 10"0 R-18 C900 PVC WATERti E 695 695 690 690 e W(�� (� V) 685 V)) Q' Q Q ¢ w Q 685 (n � 00 x L w _ H W w ' w w � FW- W Ld W 680 = x z x x ' w Lis x z w x Z J 680 0 0 0 0 0 Q O `- o Q) 0 - _ 0 0 0 w 0 o o a- r 0) - u- O 0 N O O Q 00 O O 00 0 O 06 � N n O N u 60 0)0 0 to co r a) rOO j OO + + + + + - 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+ ++ 0 28+00 9 00 3 +00 31+00 3+0 33+00 I Q D Z C uj Z w z Q o' 0 7-3 W Z Q Z LL- V z p Wz m�� m tr' Net � � V 4 W CL in ® Q w F- Y LL- U w 0 o' 0 N (n 0 N cD rn 0) iN1 N N L Q (0 (Q tj Q C c- m wo L .0 t U U � u- 0�- V) ® o N t�yTH OP JOHN C. LEMS 9 No. 21621 .a 04 �sSIONAL DATE: SURVEY: 01OCT96 PDS SCALE: DRAWN: SHOWN JCL C.I.. na JOB NO.: SHEET. 9602001 8/ 7 r. -- _ �, - _ r. ... � �.,; concrete thrust block CO) dia. schedule 40 4 steel pipe filled with concrete and painted yellow z D-� �1, s• 0 48"dia. conc(et e D-ULLABD-DETAIL FIRE HYDRANT ASSEMBLY Figure 9 concrete pad 1'-6" sq. x 6" deep screw type adjustable valve 36" min. box locator peg valve megalug to main megalugs rnegaiu4 4% Z;- ...... ...... 1 thrust block V 8"x 8 "x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 precast concrete vault min 6' walls manhole boot 6* no. 57 stone .-9*-0' Min. back flow O.D general backfill 4{24' carefully compacted elect backfill J 6* stone aggregate STANDARD general backlill 8. Fe 9,D Do tion f24- carefully compacted conmcrele 7_7 _tjalect backlill 5" sq x 6" deep - _ J 1/2 O.D. 6' CONCRETE stone aggregate ARCH repave to 1-1/2 times locator peg original thickness Saw cut to be made at time of replacement OD 8- entire trench to be compacted 21 -A mechanical joint swivel tee with 6" branch V.D.O.T. PAVEMENT REPLACEMENT iin. visual remote readout (mounted so it can be read when access door is open) access 5' 1 '0*' ladder 4.-back flow Min. If preventor 6_6" min. 0 q block support 3" THROUGH 8" METER INSTALLATION Figure 7 AMENDMENT NO. 1 - JANUARY 1996 TRENCH & BEDDING Figure 1 tom board 6W$v*v*& box tFonch txomx� uW-skubd earth - sions bod&V TYPICAL SE.Ti 3N JEE. ME, OR PLUG in Iw,r "do-taii N" "CliVaWn W -wd km-v the h" nisy be wxs00W wW, PaiYoUlolwo. " " comets Muped to emVistely surmwid 'D. 12'Awl. kir IT and smolor pipe the fit&V and aqwt uwWwWrind soll. The b6wvV diniwswns i it min. ko I r Owu 20' ppo ag-st uwosDxbed sixi shM roawiin 04 $hDWrL eee hn belew to A, B. C c~wwv. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Ma. Plugs, Wyes, & Tows 11 1/4' and 22 11/2- Bonds 46* and 90' Bends A 8 C A a C 0'-9r 0,-9, o,-v 1,.3- tt--ir v-ir Ir V- V-Cf _F3- W-9* W-O' 0'-V V-3' I'-F 0*-9• 7-3' z4r 10" 1'4* 0 -0 VV 0'-Q.' 1 Lr _14; v-ir -j-CF- v-o- 2,-6- Fir Fir iiF .-7-3". 1'-0" -3- _j7=0--i _F' I— 2%0" -i:F- Z-V 1%0 4*-W 4-4r 1%9" QW, oftoddea in MxxV0t9 921 btQ<k3 Bon SIZE NQ_ Roos EWAFEMENT 17 6 LESS 6 2 30" 2 36' VERTICAL BENQ� FITTING VOLUME (_ THRUST gsT ot-ock IN cu. Y-671 boddxi; SIZE 45 S. 1.3 a. 1.1 2.3 THRUST BLOCKS FOR VERTICAL 10" 14 3.7 UP BENDS SHALL BE. THE SAME 12" 1.2 2.8 5$ AS FOR HORIZONTAL BENDS. 14, 0.6 1.7 3.0 7.8 1 6" 119 2.3 6.1 11a' 1.4 3.2 6.3 20, 2,2 4.5 7.8 CONCRETE THRUST BLOCKING Figure 2 RE HYDRANT TEST DATA T NAME GATE VALVES Indicator Posts AMERICAN, DARLING Posr Tyrr im (Non Adjustable) Listed by Underwriters' Laboratories, Inc. and Factory Mutual Research Coirp. LOCATION SKETCH 4d1r0tfC#6V AC ------------- _AJ 7 N c "�-E NV*1�1, DLVPAM ....... ....... ... S U 14 M A R Y 0 F o R I f; I ]I A L 1) A T A ........... CyberN.t Vorsi,M 2.17. Copyright 1991,92 Hent,.,i Meth,xin Inc Run Desciiptian: PIPE FLOW Wowing; WI, P I P E L I it P. D A T A STATUS CODS: xx -CLK)spa) PIPE HN P,.)UNL)AP.Y W)DP P11 -PUMP LINE CV -ClIff(7K VALVE RV -119MILATING VALVE PTP9 NODE NOS. LEW' TH DIAME'rER ROUGHNESS MINOR WSS BUD - HO, L Nin4agR #1 #2 (in) C -VEFF, ' o EFF I ft,) 1 ---- 1 --- 2 660.0 12.0 120-00 0.00 2 2 3 1555.0 12 0 120 00 0 3 3 4 810 6.0 120.00 0.00 4 3 5 933.0 12.0 120.00 U. Go 5 6 928.0 12.0 120.00 0.00 46 6 7 8.0 fi.0 120.00 .1 6 9 193.0 t2.0 120 00 0 . Ott R a 9 62. 0 6.0 120 00 0.00 9 5 1 91,0 120.00 0.00 I 10 1 92.0 :2.0 2.0 120.00 o.no 11 10 1.2 60*7 0 10.0 120,00 0"00 12 12 13 8.0 6.0 120.00 0. 00 13 12 34 75.o 10.0 120.00 0,00 14 14 15 664.0 10.0 120.00 0.00 15 15 16 120.00 16 15 17 751.0 10.0 120.00 17 17 i8 8 0 6.0 120.00 0.00 18 17 5 297.0 10-0 12o.ou 0.0000 19 14 19 IS8.0 10.0 120.OQ 0.00 20 19 20 199.0 1U.0 120.00 0.00 2L 20 21 62,0 10,0 120.00 0,0() 22 21 22 8.0 6.0 120.00 0.00 24 23 24 0 U r, . 0 120,00 0.00 25 23 25 440.0 10.0 120 00 0.00 26 25 26 141.6 10.0 120,00 0.00 27 26 217 67.0 6.0 120.0o 0.00 2A 26 28 -142,0 In n 120.00 0.00 29 2 A 29 63.0 6,() 120.00 0.00 30 29 30 6 1) 51 1 0.0 120 00 0. (if) 31 30 31 12.0 6.0 12.0.00 0,00 32 30 32 706.0 10.0 120-00 0.00 33 32 1. 33 L?.. 0 6. n 120.00 0.00 34 32 Iq 635.0 10.0 120.0o 0.00 36 ONPLY a 1 1.0 12.0 120.00 0. 00 712-00 37 14 34 603-0 10.0 120.00 0,00 38 34 21 732.0, 10.0 120. GO 0.00 40 1 a 5253,0 12.0 120. Uo 0.00 P U M P D h T A THEWE IS A PLUMP IN LINE 36 DESCRIBED BY THE FOLLOWING DATA: HEAD FUMPATF (ftl (gipm) 198.40 1). 00 46.14 1647.00 JU N C T 1 0 N N 0 D R D A T A JUNCTION j1/Nc,r1cm EXTERNAL 1115WT11131i NUMLISR TITLE DEMAND ELEVATION CONNECTING PIPES (ft) ------ --- ---- ---- I - - - . I - . ------------ 1-t MAIN 0.01) 715. 00 1 36 40 2-1 PRESTON PLAV 0.00 720.00 1 2 3-1 CHILIMIRPS S 0.00 724.00 2 3 4 4-1 Fit 0.00 '124. 00 3 %-I F3UFFLTCK WA 0.00 .710.00 4 S 9 is A - I ADAMS 0.00 726.00 11 6 7 -I - I pit 0.00 726.00 6 8-1 PROJECT IWPE 0.00 724.00 7 a 40 I., Pit 0.00 724. (10 A 10-1 Ex. :1'S.08 0.00 110.00 9 10 11, 11 -1 AES Fit 0 _00 '715.00 10 12 -1 IAIAM OFF ()-no 7 16. u 0 1 1 12 1 13-1 Fit 0.00 736.60 12 14-1 YfAIL' r 0.00 116,00 14 14 37 IS-1 Fit 0, 00 128.00 14 15 If, Iks_ I Fit 0.00 728 . oO 15 17.1 Fit o.oO 72S.00 16 17 18 18-1 F" 0.00 725.00 17 19-1 FIRE LINE 0.00 712, . 00 19 20 34 20 1 FIRE SERVICE 0.00 12 . 00 20 21 21-1 1`1H 0.00 712.00 21 22 22-1 Fit o.no 717.00 22 23 1 pit 0.00 712.00 24 25 1A 24-1 Fit 0.00 712.00 24 25 -1 FIRE SERVICE 500.01) 7D8.00 25 26 2.6 1 Fit 500.00 26 2-7 28 27-1 Fit o.Uo 706.00 27 28-1 Fit 0.00 705. 00 28 29 10 29-1 r1i 500.00 '10 5 - ov 29 30-1 Fit 0.00 701,00 30 31 32 .11 -.1 F11 0 . 00 707.110 11 32.1 I'm 0.00 706. 00 32 33 34 33-1 F)i 0.00 706. 4)�O 33 14-1 0.00 714.00 13 17 3a Ruu Dencriptim: PIPE Fli)W Drawing: WI, P I P 8 1, 1 R E P R r. T1 11 STATUS CODE! xx _flw.SED PIPS BN BOUNDAPY N0419 1113 EITMP LINE* CV -(11RCY, VALVE RV 179130LATIM, VALVE I'K STORAGE 1ANY PIPE NODE NOS. FLOWRATE 11EAD Pfimp M I N,)P 11114131 flL NUMBER at 42 LAISS HEAD 110S.", \/F.I/) zot)(J. (lpm) ftti (ft.) (it) Iftiisl ift/ft) ------- L 1 2 891.14 I'S7 0,00 0.00 3 2.38 SQ1.14 0.00, 0 () 0 2 2 3 A rq 11, 38 .3 4 0. oo 0,00 ,00 0.011) 0.00 L, c 0,00 4 3 5 891.14 2,22 U.00 0.00 .1 13 2.18 vi 5 6-608.A6 1. 019 0. on 0.00 1 71 1, . I'i 6 7 0.ou 00 0 oo 0.00 o. 0"'.) 0.00 7 6 P -609.96 0.23 0.00 0.00 1.73 1 . Il 8 N 9 0.00 0.00 0.00 0,00 U.00 0 00 9 5 In 841.97 2.10 0--00 0.00 2.39 2.14 10 10 11 0.00 0.00 0,00 0.00 0.00 0.01) 11 to 12 841.91 3.15 0.00 0,00 3 44 5 21) 12 12 13 0. 00 0.00 Q, no 0 01) 0.00 13 12 3.1 441.97 0.19 0,00 0.00 A, 14 9.20 14 14 1,, -658,03 2,19 0 00 0.00 69 3.29 15 is 16 0 00 0 00 o.00 0.00 0 no 0.ocl 1 F 1.; 17 -69A 03 2.4 7 o no o.on 2. r19 1 2- 1 7 11 18 0,00 0.00 0100 0.00 0 0 0.00 to 17 -1 658 . 0 0.98 0.00 0.00 2 59 3,29 19 14 19 629.61 0.48 0.00 0.00 7.57 1.03 20 19 20 0.00 0. 00 0.00 0.00 0.00 0.00 21 20 21 0.00 0.00 0.00 0 00 0.00 0.00 22 21 22 0.00 0.00 0.00 0.00 0.00 0.00 24 23 24 n.00 0,00 0,00 (1.00 a 1)0 0.00 25 2.3 2 S 870.39 2.43 0,043 0.00 3.56 5.51 2C 25 26 370.39 0.36 D.00 0.00 1.51 1.14 27 26 27 o.00 0.00 0 ou 0.0o o.,jo oloo 21A 26 28 -129.61 0.12 0.00 0.00 o S3 0.16 2q 28 29 500.00 1.50 0.00 0. 00 23.82 3U 28 10 -629.61 1 9R a. 00 0.00 2 17 4.03 11 10 31 0.00 0.00 0.00 0 00 0 () 0 Q. CIO 32 AO 32 -629,61 2.14 0,00 0.00 2.57 3. 0.3 33 12 13 0.00 0.00 0.00 0.00 G 00 0.00 14 32 19 -629 61 1.91 o.0() 0 oo 2. 1• 11 3.03 36. B"PU 0 1 1500,00 0.01 '10. 33 U 00 4 215 6.23 37 14 34 28.42 0.01 Q ou 0.00 0.12 0.01 Is. 14 23 87o. 39 4.05 0.00 0.00 .1.56 1 . 5_3 40 1 8 606. RG 6. If, 0.0o U.00 1, 73 1 . 1'7 J U N C* 11 1 0 ri tj 1.) 1) All R E S V L T 5 JUNCTION Jt1Nc!T1(..,N PX11 EP14AII HYDRAULIC JUWTION PREi.,*SUPH iiisicTiov rAmsep 'TITLE DEMAND GPADE ELEVATION HEAD PRRSSURN (ft) (0) (ft) (psi) ------ -- ------ I ------ --------- ------ --- - L-I MAW 0.00 782.32 715.00 67.32 29.17 2-1 PRESTON PLAC 0.00 790,76 72o.00 61) 76 26.33 3-1 CHILDREN'S 8 u.00 777. 06 724.00 53.06 22 94 4-1 Fit v,00 177.06 724.00 S1.06 22 99 S 3 WIFFLICK BOA 0 00 774.85 710.00 64 AS 2R, 10 6-1 ADAMS n. 1)(I 77593 *726. 00 49,91 21 7-1 Pit 1.00 77"1'93 '726 Of) 49.113 21 6.i 9 1 PROJECT HoPE o, 00 '776, ir, 724.00 52.1r, .12. 0; 1) 9-1 Fit 0.0Ci 176.1.6 724.00 2.16 2.2.60 10-1 EX SITITS O.n0 772.75 710.00 62 'Ir 2,' 19 11-1 ARS Fit 0.00 '772.75 715.00 S 7 -?,, 21, 02 12-1 BLOW OFF 0.00 769.S9 716.00 51 59 21 22 13-1 F" 0.(10 769 SO 716.00 S1.119 21.22 14-1 KOHL'S n.00 769 21 716.00 53,21 23nf, 15-1 Fil 0.00 771.40 72A.00 43.40 Ift 16-1 FH 0.00 771.40 728-00 43.40 16. 1 . 7- 1 1:11 0 . OU 77 3. 87 725. Oo 48.87 21 18 Is- 1 F11 0 . 00 773 - #17 72500 40.87 21.18 19-1 FIRE LINE 0,00 768 71 7]2. 00 56. 73 24 59 20.1 FIRE SERVICE 0 clu a. 73 712.00 1;6. 73 24, 5,8 21-1 P14 0.00 -168.73 712.00 56.73 24 56 22-1 Fit c'. 00 '768 . 71 .1 1 2,00 56.73 24 . !;8 23-1 Fti n.00 'll0 765. 16 7 2 oo 51, 16 21.04 24 -1 Fit flo 765 16 712.00 53 16 21.04 25 1 FIRE SERVICE 500 00 762.73 708.00 54. 73 24 71 26-1 Fit "on 00 762. 57 708.00 54. 57 2 3.6S 2 1 1 Fit ono 762 "1 706.00 Sr, 24 51 28 - I F11 u 00 762.69 7011, no c'.), 6q 21, 00 29 -1 Fit 500.00 761 19 56 19 24. 35 30-1 Fit 000 764.66 707.00 5"7 6 6 24.99 31 1 Fit o.00 764.66 707.00 57.66 24.99 12-1 Fit u.00 766,80 706.00 6o. iio 26.35 13-1 Fit 0.00 7(16,80 706.00 60.80 26.35 34 -1 1). 00 769 20 714.00 SF,. ?o 23.92 S U M M A P Y O F 1 14 F L. 0 W S A N D OU T F L 0 W S t.) INFLOWS INTO THE SYSTEM MQM BOUNDARY rilDfc, 4-11 0AJTFU.)4S FROM TIM SYSTEM INTO BOUNDARY NODES Pi PE Ff"'WRATE NUMBER ("41.0 36 1500. 00 NET SYSTEM INFUM Isnll.00 NET SYSTEM OUTFUM 0 On NET sys,rFm DEMAND = 1500 00 L'i Q �xxxxxx WE � LAJ LLJ .4 LAJ _J >_ UJ LA 0 C.r) xxxxxxx 1 M N 0 Fxxxxxx M O IIxxxxxxx UCX 5 UJ ob CL 0 Y LA_ C) Lij D 0 X a_ d 0 0 0th, Q Cn N co In I CN N 0 (0 C (0 cD 0) 0 CD L_ It I- 5 if) Lo 0 Q) a) C: 4-� 0 (_ -E V) C) U :3 0 §1 U) N 0 a111) T 0 +' 4 0 U / JOHN C. LEWIS No. 21621 DATE: SURVEY: 01 OCT96 NA SCALE: DRAWN: SHOWN JCL C. L: NA JOB NO.: SHEET: 9602001 10/17 STORM SEINER PROFILES 20 6B 6 16 15 14 SCALE�r CH) 1' =50,0 1 w 4 17 18 V�i°=5.0' o ✓ d' 710 M 720 J a0 00 O O / O N O O II o 11 r 11 ! II / �. II r it d Q h IG I II 7®� a o a_ 0 a o PROP. GRADE a o 715 a v 715 EX. GRADE o F IROP. GRADE' / � EX. GRADE EX. GRADE 700 EX. GRADE/ 710 — 710 720 ®� 720 00 9 dQo°� CLASS I w 695 a: p _ N oa � OS \ ' 705 715 / 715 a r a LC ED a II � (0II II z LI o o II z PROP. 274.38' 30"O RCP / PRO['., 164,76'-1 RCP FF= 11.40 FF=711.40 Q � � � > > / ® 1 2©� CoD 3 43% 690 + z + z z 700 700 710 710 PROP. 11 ,8 '-30"0 FCP 3.57% PROP. 159.19'-24"o RCP PROP. GRADE PROP. GRADE @ 2.40 0 685 PROP. / @ 6. 36.00'-30"0 O% RCP PROP. Z74.38'-30"O 695 705 705 0 68O PROP. 24.0 2.40% '-36"0 RCP .0 '-30"� RCP 690 700 7OO ® 6 D0% P. 1 .0 '- 0 CP ZFIROP. 129.0 '-18"O RCP (40 1.00% /0 1.00% z 0 675 85 : _ z LL z r` ua o co a Qr Q V) OO M O 0 O O �00Q O I 0 O a LA_N I © WO . LL_ L O tD x n O a trop - a a Q 0 Ln � n N 00 a 68® 0 L o N Gn tC a ° N 0 00670 a a!a Lk II ob 00 (D it ccnorn CD to 0) to Q o O 0) a II 0 � a D o (0 'it CL II a O O r, II ti a � II IIII cn a 11 II , II (0 II o D II co If � � Uii oI 0 I II , ozOzd � o OO � .I. z OZZ p cv r) z ---0 00 O— 665 z `zzz zz +zz z ° zZ o +zzzz " + L +zzz +z > + +_ _ _ +z 0 0+00 00+50 01+00 02+00 03+00 04+00 05+00 06+00 07+00 0 +001 09+00 00+00 00+50 01+00 00+00 00+ 0 01+00 STORM SEINER PROFILES 1? 18 SCALES, (14) 1° =50.0� 1 19 23 (W 1= = 5,0'' 1 720 f16 720 f®p® ®\N a 0 O 0 Q 715 \ \ aa,_ 0 715 720 0 `70 aFF=711.40 710 710 EX. GRADE—`\ \ EX. RADE PROP. GRADE 710 EX. GR E / 710 715 715 705 705 PROP. G DE 705 / 705 710 710 700 1 700 10" wL I o �1. H O (PROP. GRADE 700FH 700 705 _ \ � 705 695 LPROP. ®s 695 10" w o \ 2 1 .00'-15"0 CP @ 3.65, 695 695 700 0" wL ` 700 690 690 PRO ® 2.1.1% .. 244.00'-2 "0 RCP O EX. GRADE e _ e 690 PROP. 33 .87'-W'0 CP 690 695 PROP. 27" ,57'-24"0 RCP 695 6 � a 685 C� 1.20% @ 0,72% e e L v z _ z 4C \ z _ Q 685 685 g90 p 690 60 N o e z 680 0 J cD r- a h 0 00 t� cD II J a N a. 01 •- 0 N o00 N r0 ,- N P- DQp ,- N (3oc� N O0 � �~ I as � I atD X� tO 0O LL 01 a0:l c017 ,oo- 60 685 : c 85675 r7 ao 675680 II I! it -cn p � [ cD � rnrnom cnc�II 'D ita p-z II It p 00 Zz O It �z IIH p II � II ZZz II II = 0 ozz0 o 0ZD ;bp 0o 675 +zzz - + zz 9675 +zz +zzzz +> z �»> + z z z +z + z 00+00 00+50 01+00 02+00 03+00 04+00 05+00 - 06+00 00+0,0 00+50 01+00 0 +00 03+00 00+00 00+ 0 01+00 02+00 0 cn Q. C�J uiil 0 Q ►j i• r; •w • TH OF Y f of �01, / -A AOHN C. LEMS No. 21621 o ti4' G ss'IONAL DATE: SURVEY: 01OCT96 PDS SCALE: DRAWN: 1 " = 50' JCL C.I.: 2' JOB NO.: SHEET: 9602001 11 /17 STORM SEINER PROFILES 35 31 30 2 SCALM H) o = 0.01 2 11 12 29 c ' = 5.0' f O O 0 0 LO O cn 0 `° O O . GRADE ai 0 c i r- 0; 0 of O Ip�L_ 72® � $ O O 0 0 t �� 7.201 a_ 0 0 I� r 715 ,� 715 720 s 720 EX. GRADE / FF=71 1. , O EX. G ADE 710 1 R E 71® 715 715 PROP. GRAC E EX. GRADE PROP GRADE \ FF=7 1. 0 705 705 710 710 / / \ ®:Q / \ W. Y�i 70® PROP. 3C 1.48'-24"b CP 700 705 � ` 705 ®0 50� PRO . 38.00'-18' 0 RCP PROP. 91. 0'-24"0 RCP ® 2. 2% PROP. 274.69'- 0"0 RCP ® 1.12% 8" SAN 0 0 79% PROP. 159. ,_ ., 15 0 RC 0 10 WL ROP. 35.00' :) 15"0 RCP 695 695 700 ® 1.00% 6.66 700 PROP. 30. 4'-30"0 RC ® 0.80% z z c cr 690 0 c z 690 695 00 `g d w oz 695 J �� J J J d - J 000 �0' n000m n ►� 1 0 0 m moo Too Od 20 1 d wEF- 1 LL- ti 0 d r7 1 d O = cr- LL N I d 0 1 d w w w N U' U_ cn 1 00 W W 00 L� Li N X W O 685 00 00 `� r7 N O N 0 685 690 a rrl m O � O m Ln r` N Ch 0a: 690 � 4- rn rn cO CL cD II � CY)do 11 II I 00 CL n 0:O a o: Q_ II �Op � ►� 4 II f 0 0 Oa 2 - II o co II II�1t w � III f1� II 1 11� II III II® �� 11 LI II z z z I 11 I I II II�O� F - 0?ZO,-?0 z0 zo 0 �, 0 0 0 OZZOz�, o �11 0 » > 000 » LO do : � > co > to > > 5 5 0 a`n0 > +zzz +zz +zZ + zz + Z +z +ZZzz +z zzzz+z 00+00 00+50 01+00 02+00 03+00 04+00 05+00 06+00 07+00 08+00 00+00 00+50 01+00 02+00 00+00 00+50 01+00 STORM SEWER PROFILES 26 5 5 25 7 SCALES (H) ' =5010` 25 (V) ' 5V FF=71 1.40 710 i _ 720 O 0 O 00 O O N 0 N O t0 (0 r- r` 0- � a PROP. GRA' E CL 705 0 0 0 715 0 715 FF=71 1.40 700 710 710 10" WL PROP. 178.00'-15"0 RCP ® 1.00 w 0 PRO . 282.41 -1 " O RCP ROP. GRADE 695 a ( LO 00 0 1 15% 705 705 CL� II �� II oZ ►I Z0 / _ 690 + Z z - - / 700 10" WL 0 / / / 700 \ EX. TRADE / PROP. 32.00'-2 "+MRCP \ / PROP. 201. 0�15"0 RCP 685 ® .00% / 6,95 2:33% 695 EX. GRADE � EX. GRADE 680 ^ 6g0 ' 690 PROP. 16.0 '-24"0 RCP Q Z / 0 2.00% PROP. 24.00'- 1"0 RCP io o / 675 ® 6.00% z 685 '- z 685 w w JN0 Q J N� Q 4 /pr) w00 IOO OIO 00 N Q� � 00 O Lo 67® r0_:w r` 680 cc co r, co 68® ° (D �It d II �'rnll r\ �a.o)ll CL o ll�ocDil 1 If,IIn II il QII II n 11 0 O OzZ0 0 O 0 Zz0 0 0 � ZNZZz •ZZ -I-z 675 + ZZz + Z 675 00+00 00+50 01+00 02+00 03+00 04+00 05+00 06+00 00+00 00+50 01+00 02+00 03+00 Q W W L6. C3 � Z ® w W L ® N V �m W O,. IC = LAJ YOU. w 3 0 a. d 0 L, N a� 0)0) rn I N Lj Ln N I I N N ^� Lr) rn00 0 U>crn`t IN R_ -0�;�� ° 0 E S U U Q04 O N -LTH OF r v JOHN C. LEMS 9 No. 21621 %�'gslONAL� DATE: SURVEY`. 010CT96 PDS SCALE: DRAWN: 1 " = 50' JCL C.I.: 2' JOB NO.: SHEET: 9602001 12/17 m STORM SEWER. PROFILES O 1= 4~ U W Q G00 O705 y oo W _J CL lull 0 1 LLJ W ►J- i-- z QrN Q W tr Lr �' V > w ® L.iJ Z m m V V s CLLLJ ® Q I= U LA_ W O Of a_ d, d O 0 � Q ®O Nth � cD rn 10N Ln U) N N O N 0 �'rn�00 ® U i v ►n ® O � L N U 0 v (n 0 s a Vn U N U O O (n N O �'1'T OF D JOHN C. E VIS No. 21621 r ti �S3jONAb �� DATE: SURVEY: 01OCT96 PDS SCALE: DRAWN: 1 " = 50' JCL Ln C.I.: 2' JOB NO.: SHEET: 9602001 13/17 36 5 3 scA�Es� 34 21 0oPROP.RADE <v> i° -Ss o' T24f3 Y232 o00 II II � 72® O %®S O O �. a0 � O DD to � ~ ~ ~ c0 O I O i� , 71S II o 11 0 it 0 700 PROP. 30 .50'-15" D RCP 710 PROP. GRADE 69S / \ PROP. 224. 7'-15"� RC � ® 1.00� / / __._ — •� / / � � EX. GRAD � pyq \ a 8" SAN. EX. G D / \ PROP. 24.OQ'-24's� 0 RCP 700 / � 1.29 68S / PR P. 312.50'- D"gib RCP / ® 2..12% P Of . 32.00'-18"� RCP ® .00 69S 680 8" SAN � / EX. RARE PROP. .00'-30"4� CP � '-18',g RCP 690 � �'�' ® 6. 09�2:0 67S PROP. 16.0 '-24'� RCP PROP. 24.00'-30'� RCP � 3.4 68S 670 � MM�MN NN JN N° OD!N N I 1 00 m MO00 O 100 �,,�0 O �O O w � �-o o��o o ��o W O ��o �o o� O , -� CO 680 � � o �� .- ►moo � o ao �o .� �n N r� � � 66S Q• r- � N t D.. � Q� t� d � �,�cn ��ca a o0� �a-� a�� co� EL (0 � `°� o II o � 11 � ?o O II II � o zz� o � a� o I! � �o o i � 0 o o oz�o �.--o �n o 00 ozo oZ _o -o 67S � + > n z + » zz rn»> +ZZZ o + »> Zzz + > Z �> +z . coo» +z� » Zz �> +z '> z » Zz > z 660 00+00 00+SO 01�-00 02+00 03+00 04+00 OS+00 06+00 00+00 OO+SO Oi+00 02+00 03+00 04+00 OS+00 06+00 STORM SEWER PROFILES 33 CALES� CH) 1° 50.0' 3 O cn O II Q_ O H E GRADE--,,,, 71S 715 PROP. GRADE 710 710 7®S 7®S PROP. 195. 6'-15"� RC . ® 1.25% 7®® 700 6�S 6�S 6�0 � � "' 690 O O ~ I O ZOO I W . • �Ocp � ao �- u� d a' d��ll II oo� � � o II II � zz� II oCOo zzz + I 00+00 00+SO 01+00 02+00 03+00 AttT M im or Mw —_-- -- // -- -- - -- -- -- -------_-- AlM 110111 @r m If T- --'— — — -- — — -- — — — — — — — — — _ r u f s x..."..a.n_ww. „... ,,,,....._ _...1• ,,. i --' __._ ----- SfA 31+03 ,�� _ y /�--____' \\ t /� ��, � / / - tl---------- \ —� �.r.. IN It\ \I�\\ \I ; CL_ DA-1. 3 oc. - / '�.' / /,� �( �..-__ `\\ \Y' \� `\ II-� 1 1 � � � Tc�►omin. ,/ �/ / _ \ / _ i ! iA�0+71� i+1 �� +i ----- - ' I I I I I 1 , v> C-.70 - II Ld Ld 11 0-6.8 /hr I il/ \\ ♦ , /Tc,15 R. /' ►�\ \` /� / /Q 70 in i //// _ -/�� / �� i 1 // /� � LANU Cpl5ltGJfU M oF ' / i,i USE YACW 1/ l / / / / / ! ter' �/ 1 ► -� ♦ \ I I 1 yl p / r DRAINAGE DMDE / t /,� / // /' ,� 1 / - , t / O IN 'Owl IN lit, \\\ \\ `\ \\ `\\ \ \ 1 , t I i i \\ \ ; ` \ ` % It Lai / 1 I _ - -/ I i // �` NE: IIf ! �/ // / J �\ I \i i \\, \\ \\\ � 1 I Iil Q / TcXM 10 11 NN\ \ \ 1 V ' / i ` - \ �\ t ! , \ ` \\ ttp i t ` \ _ _ _ II W J .- . --r T10w8.5 ln/hr ` ' i I `\,I 1 `\ 14 ` ( O Q / ' I 1 ' STA. 23+9 / 1 ( ' / \ pA-3.2 ac.,_r'--/ \ I Q DA-1.0 x. i I\ / \ Td-5 min. ', _ -,- ,/ I ; 1 I; t \ `\ \ I 1 (iY 1 TC 5 min. /' / ♦ ♦ / Cs.80 \ �� ` �' / / \ , \ , 3 / I \ i ` `., , �/f ,/ \ ♦ \�`\ \Th/�r ®` �1} 1 1 \t 1 1 1 W - / \ ` `. 11 t6.8 In/hr �� \\ \ �/ - . - ` �Q10b23.4 �a l� It .60 7 _- _ O N, 016-1.4 de \ \ _ \\ \ \ \` z % / ' \ I ti\ ,// 110-6.8 in/Iir7i / / /'/ I i ! i - �� \ J W �1+ [. h LA- . Gff I �/ ♦ \♦ \ � / 'y / \`...•,./' ( `\\\ r, r / \ Q10 12I i \ ♦ ��. \ \.\ \\\\ \tt\\ \,,. \.1 1' 't ' `\\ , V / all11 La 77O_ / - 7S TJo // S'[J4-13+9q- 1 \ ♦ \ \ It11 ` \ \ \ = Z srA '` C---80min. J \\\It ,\\_\ \,`\ ' / \ `` _ , i / it '/ / l� /i' / ,' l i 1I 1 1 I� ��I,' 11,, 'N t t\�1 \- U ♦ n o�6 8 `46 hr \1 \ 1' \ T / / �! 70 OC. 1 I ( 11, ' 1�� V 1 11\11 H M IN 0s 19 � \ `\ ` - - DIAL-rZD ac. i , / / Tc�5 \ \ `� �. ` -� � \ / � ♦ TC- 10 � , � � / i - yC� 9Q It . \ / - C•.80 r ,' / ,/ - _ ... ✓' ' Os in i1C ' r / 1 I r +'',' \ -, , t 1 \ U 4. N W q 1 ► , T \.� 1 \ T min. \ \1 / ! It •a8g ", . , _ _ \ 1 ', = W \ I DA-0.1 t , i 1 \ [ \ _. 0 1 / I 1 \ \ \ \ . ' _ _ ./ , ' ' 1 ` \\ \ \ ` \` 1 ' F- O LL CIS v, ' - _ ` a CL � •, 47,520 SF \ ' \ , , LAM AMCL �nin� __-/, / ' /, �/ l� /% _ `�! \\ `\ \ \, / i t10i6.8 In/hr- ^ - _ \ ' t , / \ \ I , `\ 'IA r , >t ! ' ' \ ' , W."__. 1 � � / /. � KO S QISTfj16U110N I ; , . ��"�„' � o PAR�Cn AREA, A=_53.14 -� \ 1 �`' \, ' ' o WIN Iv�[J�\ \ // / \ 7 �j N =,'^ 16 \) 11 \' \') �' \� t ; i, t 1r V 7�1.40 //' O N � i , /. fj r / /, lam' ,'04 \ ` Ln 04-1 Oc. � 1 � �\ \ \. �_ _ � � / _� -�� \ ' / �� .4,Fft� \ - �� \ \1;\\ � �11\1,\ I N � � \ ♦` `I \ i ! ' T min.,' ♦N. If 35,715 SF 1 N. \ , \ moo\ It \\\ , / /'_ \ C \t �� 34AW SF ` \ +� C � � 1 t \ \ pc., \ \ 1 , ! �/ 47,520 SF \ \ It \+ 1, 5 \ \'\t,Ml \ t 1 i1 +, 0 L \ s a rn - / t t • \ \, / ' \ a111.1:9 o1C '\ r l (,_ w 11, I ' 1 1 \\'' t\\\ 1\ , I 0 3 \ \ � , , 11 1 1 1� \ , \ T n. \ t �\ ' 11 ),j� 11 \ U) in/ \\ \ - 1 1 ' I I it I „1 ,1 t Q N 11 O -_, � \ � I � ,' �\��-►.'� \r � �1,1 f" I 1) ��1i I 1 \ ` �.24 / i\ \ \ 1 1 I t � � � ''�� Q � It I I r� / \ �\ 1 It 1` ! I 1�\t�; 1 \ ) \ 5 I \ \ \\ ��\ I I , I 'II I'f \\�\ , --- _ 1v , I it 111 \� ` \ 1`10-6.8 In/hr , \ 1 `\\\ I '1 ' I , 1 , 1 i, i 1 i` Al ,``- \ \ \ i 10-7.2,Cfs � t \ \\\ � \, ` , ♦ � I f 1 \, \' \,\� \` �11 ' 1 ! \ \ \ `•. 1 '\ 1 \, , / I i II , /,l, 11 1 I I r 1 ` I � 1 / t 1 A\ \\ \T :` ill, 1 / \ 1 /� r ) ! r / ' Q11 \ .. \. \ `�. - ! t! t ` / 1 % / !� / (I \ 11 / / / f ,, = \�\ , 10HN LEWIS 9 It � � / I r.- �`-_� �/i�/,• ) !� � ( � 1 \ 1 / / � � ,l \ , \.i ', 1\) No. 21621 \ /34,* fir r - • /, ]Ulm ONAL 1 �L 1 j1 1� 1 � t tlt 1\\ , I I \ I \+ / / I ,�` t ' DAT_: SURVEY: r 1 t 11\ 11 c 1\ 11\ � 1 1 I I // J 11 1 l l , ', / ! r� I I If 1 ll\11t`\ \\,\ ` I 1 1 \ i If �' l/ �" / ii II I 1� 1 r ! 11 r 1 11'�\ 01OCT96 PDS ,\•�� •.., � i ! 1 1 I �I1/ i//1 // I 1 r / p. �l i �i t 1 1\t % \I �`` \\,,\ \ \ , \ t 1 ( ( III I 11`I' I 1 1 ' ` ! r ' - `(r9 I I i 1 �I'I II , SvALE: DRAWN: \\\``\\`' \ \,\�, /J\`' \\ ;`�� _ no ,8 if1�f' � , I I ; � � i, l; 1 1' - 100' JCL. 100 0 100 300 \ \, ; \\1\ \ t, : \ \ '\ \ \ , 2.2 cfs I , t t 1 I 1 (r r IN \ '\ \ 1 , ,'�\►\ \ \ \ \\ , . c mh+.' 1 , 1 1 1 1 �I r I ► C.I.: It � .90 I i l i \�\ \ \ \ ii I I , ,\\� 111, i! 2 \ I It \\ \, N. \\\`\\ `` - __sa Scale 1 — lOO T j 1 i r►r! I 1\', \q ,\ .. -- -- __ --- I JOB NO.: SHEET: \\\\\rd i\ \a t\\\\ \�\\ \\ \`'j�1�- -dirt = _._ ♦ / i / / j ) . f I t li i 9602001 14/17 i 7 >-- F.L.S. FIRE LANE SIGN CONCRETE PAVEMENT SECTION PAVEMENT DETAILS N.P.S. NO PARKING SIGNtwo ,,M �ar�dtt�[r P .I NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE to 0 of,Nib 4dW dZ.g i!h etvw, r fvx AIOW 4>G'r='7 - - C~,vollo, — _ s —r-- � y.:T-�- 12 x 1 a STND. 12 x 18 STND. LIGHT _ vw.or•-----._ '_... _..._. vrr,oae _-._._-_. wrox x,.wen..an n 51•w a .r't► unr _ - _ _ _ _ J _ _ _ _ w [avr. s wdJ� Wn QI " �'� No N0 HEAVY TRAILER . r c PI�IN w•rr a bw•owrxa e v teat" Par •)d eti• tl vw Ialn slCeir•1I P N 7!•1 GI M 4D fAu[t prnl MoI, D• MOr,MU ob,p �.. ' 1 I a d S1J.rW1 S/OC. .•P 1•.y}� p+ ll _ I.• : °Qe•"'a �sz � � ti«„w,. FlRE 1.5" SM-2A --� 1.5" she-2A = STORAGE � r t� �= R �e nK -p — T �ev,.�..�. _�./�4 LANE PER PLANS4" BM-2 3" BM-2 _ AREA z �- ' <• V •! ^f r;- 'rr]44 --�7.E'.:•'� c' Z {21 BI`YPCAt ALTEAeAff RA14 IlA•' /_ - FOR IrSf AT Mxry/CA&I STRffr G • ' a� IL f B•r • Fw Cawrwdr f -a- . . . . . . . . . . . . . _ Area la b •naevaxh ., R ?n CTYrnffI,0Y5 Aso LWafIKrM ... w EuYme nov.m.nl IewtrtAnces. y 8" 21-B—.a in /?AU/AL PLAY crow I;r' aavra 4V rs ,!reflP.luO �-_ COMPACTED — COMPACTED --� 6• _� r-e I A -+- / .}M1w - _ STND. U-CHANNEL POST STND. U-CHANNEL POST SUBGRADE SUBGRADE COMPACTED $F O W s' 10'SWaa 1,W I111no,o.gM, c,rmalct' n •••xl/a,ape SUGGESTED CONSTRUCTION METHOD IF ALTERNATE CONSTRUCTION METHOD IF _ we..,e"•a' a. �a+o +ale so -1j�! ea' - �cerr,w94xA,11e / a ROCK' SUBGRADE TOP SLAB IS POURED SEPARATELY TOP SLAB IS POURED SEPARATELY L,� •tb.v,awt.a rx 140.. ��- � �-' - �- [«Y.•e w»..aawo ERMESH CONCRETE-3500 PSI • � .__---•`""� `°`� 7" VDOT 21 B STONE zo ' _ ' -'-� s MwM awu M c,•r. wa+s,wo- rd �rwnJ: _ _ -"-.. `a s'•oe.`,'or.. F• NOTE' Ro s+r'(b.•Y I tz'ce 2•,2' wro•ax.e n.r ��'"" .e .eras S,v'w.ou a Q �� a `1C ..r !"•e �. o• o �' swsr.4 illyy 6 FIB HEAVY PAVEMENT SECTION TO BE APPLIED j - a p CONTROL JOINT SPACING ® 15' CC - ..4 A..ee L�o:°� . - 6�p gooa. j. 1-_____ '_J Rnx-.,,i,�., s • �- _1 TO ACCESS ROADS AND TRUCK PARKING AREAS W "°ie � —�--�' �'' mA. sx•e'EJAftu + CONTROL JOINTS ® 1 /4 PVMT. DEPTH As DELINEATED ON THE PLANS. -----� . Tro eron• a a.n Iasi a •.art.e .. +"rcu a. 5't s'e.eaN I r••I w,••. e+,•e, c••e . m.•ra vax a. w.a..e es •wrn a s'r„'apnt w aer n.•• w Ay,,,a„y �, o m,a,n, w„ rc ro aev,a.a TANGENT PLAN A ---u s'� .4>.r�enR..l „rr„••aa.,�9,~ art.�rt-•n..r.�a...M,»b.retaM uY/tr!Dc LIGHTSECTION TO BE APPLIED wee. ntrw0 ex,rr•e 4r Rr f•a,r« VIEW FI ILL: 6'' CONCRETE W/ 6''X 611 #6/6 WWF TO ALL PASSANGER CAR PARKING STALLS rn •-`a...rw•o upon ar s.w.l,w, ar..a. tro 0a...v,x we.x+nw. om...x. rr axoneb...ro ( PROP. GROUND PROP. GROUND OVER 7 " STONE AND AISLES AS DELINEATED ON THE PLANS. W can c•wD e b n•,a •aYW Berra• 17'm W,n ,lo aa}n,Ix.x• ,n Iro M,ce a•e e p d rlw swo- rr, S ,,,ea, lot, —ifite, w ax •rcraa•• re hell .Ir.1 CFI � re ire. CC I, ..d. •CITES . N I— {-!"-frfa rn, «,ea.I G.aa rarrta rlow h a�ip I . ] Cas•r� (M•aJ A� p a4eYl rl rn yrO rYli,»•I / pa ,•. - LaaroR MA -- r ll •r,a•If rot erwYSW .rda Nler: a»"lgpl me Beira .•1JM d Ma Iage rrm (i rqv .ryet�ls ,_CS _- - w,aUw ---..-- - va,abtr }-�'` � are CGt *b' Ir/Md rrwJfA/frr{p—� atHa.-e�N',I sav " Re:iFselful hid ore-ft � rr/wf if In oJJI K'a "'-.. ------ 'ITT'-' _ rue r- — t ---- — - w•a .tau . a•s.a aq .,n, tees (- d l..*ro 4w �, o BOLLARD DETAIL ` clot 4s ceeaw I wr:d x.san.ialn a yf�' . Y .-(_.e s_�,-Y'-:..--+ ,-- r:wa. rn%W_,%w Mir .n„aIl eo,• I- ,, =•A_... YI I C�xyMArr[aafacex T - T� "� NOT TO SCALE ALTERNATE yyfTH I(`'-- , j'��A I: ..7 pM WII I" s,e.,e.e o^a �-- [ .r:h, Fla c,>V In � aw usmtq'i 1 ai"' rot o.... aray.N "�.oa ctrrJit~ei 'nu. NO - O EXTRUDED CURB t •F _• <• - �, f o ^+e•x. wen 4r uus A•. a.�al.a,rp '• t s+1` .. ,'.. • rY-lYr. , I 66 SECTION A -A NO PARKING SEE PLANS FOR BOLLARD LOCATIONS SIDEWALK DETAIL Z _-� _ L • _._ 'Y, 0. ea+i a flew. I.e mv, d[ I a w s . Ppfe, o r•[av m c[•+d otry Aen >war J )•• rp� �.�daro>In, „�f.d,a�I�w�x.Yaa�.,' PARKING M �ra1t. FIRE — — . CBer.. 7 Care ,o•Irtl rid --ful wq • for r „e t•r[IZI rx/r k-. for aarrerwe erw.D .w«.,.a.tawl„nYen cdcr.r.sawxdotamw•,,ww.,:o...s,[.rnwr.+»r..I� 10" DIA. CONC.-FILLED STEEL PIPE 0 0 SCALE PAINT COLOR YELLOW III `•" "'I°�'" b �• [ w'~ n. """ LANE EXP. JT. MAT'L ,,,d ,y., r eer•e E.•ray Buie raw. _—Sue Itr w.l.ew, Xdr C✓srora ww ndul A •7nalr $.. rot.• • ,4opr•M A+anal Id tJD/ewe atl grand. ♦ .7__ r t Svrocr •"" R. ':'j. t ^ y,..+' 'w'r' __ Rrr:.lent n• <alAxvn.n .hen Sr ifull CO I a f:1, f, !r" u:+r roar, fill, Srwd•nr ). �--- - --- -- .._.__.,. ---_----- la w ae j..,fer .• wax w .,earrree..•o,. tv.Ip: arort 6'4 St Cl Ii7YV 13 f3 r w .,ease nklet Is a+.,v u e nvrl,.« , C.a Rvwtw w. u 4 wvYu es ,nr m n 4x .., wrwr.I Ere f chew -_� ,wlp[':a)wi.]bOaL /,,A NJ se,• r.,l,•O. th♦ P. b b Pw.lp4 Plrw MiMn rnwww M .a'♦Yr,iwe rn<♦ Ri rHY/n IN ,iyrlJ _--_...__�__—__ __-_-.._._ __- _._._._ _ ---- _-�_ I.,rnaWrrrLy a ,wa N.,law r•rw., J a rW J • nJn•4 I.%fRir t•a„N a [,war eN, d rrYr♦+ .V,INrr „ •rlart, e, ON P SPEpfICAilpN .;'... Uel1. ✓ C.a,w .vy.eer. vaa.aa ,xrlxr Y.v err ro aerairnro weep so wild dr••++N n a•.f,Ir[ my .q ae dratf ore r•Jo,1,)un crc.-M. v .nrA a, re'•r 0. N V / STANDARD SOLID CONCRETE RAISED MEDIAN STRIP REfERENEE 'r.ar,�ned „wMw113,O1e r,« e, Ar Ae wlnr Ax,arh lr.•wart,. wRl,era+ogglae f7e wd.p4N.•Ma w!•arw awn ,rs[e ea Uea VIRGINIA DEPARTMENT 5D2 ' f,lsNy pw,x,.ve,.'Na gdenl.d4o lnrl.r:. Ax altr MY'wr Jatw•e.r. ... ........... ..... ... ... zoz o3 TR4xst�nCURB RAMP TaoN swrrwreer .............. ......... � MIrW Kf .....'...'...................... ......'.'.. ----- (PEffSO fS WITH td,061 1 y IMPAIItlwt:.ra7 5) Silt FINISHED GRADE W .9iltl9 rMGtwA GfAA"Y YfYJ O` IR.wsMHArw Rr+l„•a 42391 CURB(TYP) v ;• 4" CRUSHED STONE — 24" DIA. CONCRETE(3000 PSI) (3000 PSI) 4" CONC Z 6 X 6-2.9 WWF(1.5" MIN CLEAR) ---- Q U CULVERT OUTLET EROSION CONTROL HANDICAP SIGN DETAIL HANDICAP PARKING STRIPING LAYOUT NOT TO SCALE N NOT TO SCALE NOT TO SCALE Z CG-2 O w U VAN ACCESSIBLE SIGN HANDICCAP PARKING SIGN _j - —42' x 18' STND, CULVERT STONE H © W — APRON O in Z _= END OF STALL - STRIPE OR CURBING 2+ �1 Q 0 �1_4.7 --- STND, U—CHANNEL POST TYPE B, CLASS I, SOLID BLUE > Z O g TYPE B, CLASS I, WHITE SYMBOL PER ADA ��--ENDWALL OR END SECTION • a �I V rI cane.,. to be Class A3 If a' FLOW Q coat n plait 4000Psl f slerfocle L`' TYPE B. CLASS I, WHITE PAVEMENT MARKING, - �e ' PROP, GROUND " sLOPE—o.00% 4 WIDTH, LENGTH AS SHOWN ON PLANS. A III=11 e It: RESERVED RESERVED I Z To o Th en itle Oett y he Reasf a coat In place La_ PARKING PARKING 1 1-- I sae+>ase � � =) � I=1 I 1=1 I I_ .00 ' .0000' .00' .00 .00' STONE -- Z N w VAN O N °• AccEssleLE speed STRUCTURE ID L W D STONE d50 MSD W Z 1 2 R.af e b !s to be used Thta cNOTE: •y curb when deslayt s Is 40 MPH or less on Rural higAwys and Note: Curt Noveq a radus of 300 f It. or tees ! " 7 h . [ r sxnov 45 MPH w less In devotoped ur Don and (orong face d arb) wr,I De paid far as roa,at ALL CONSTRUCTION SHALL CONFORM TO ADA 20 32' 35 36 1.5' = Z VAN HANDICAP — — m g n * sucl-ban areas. cue- 2$ 15' 17' 24" 1.0' y O •The depth 0act mar be reduced as muds as vr' ACCESSIBLE PARKING ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. (1s°epr"ar .,creased all nr,Ch as nZI"depth) SIGN SIGN 26 18' 20' 30" 1.0' In order Mae the bottom of curb .nil carKude s craw -0, the to of a course of the pareinvN 1 36 1 24' 29' 30-1 1.0' N m Lv s t-VA.-tve. Othervnu fM depot Is to he 18- as Y ,. VW- No 301ste9tin+ m use price Did Is m be NOTE: CONTRACTOR SHALL INSTALL VDOT EC-1 AT INLET END OF ALL CULVERTS V ACCEPTABLE ALTERNATE -we fV a decrease ar an Increase es depth. tF CURB 15 EXTRUDED N'f ROW SPECIFICATION STANDARD 6° CURB J � Q EFERENCE C VIRGINIA DEPARTMENT 502 of TRANSPORTATION 2c1.01 W U W O tY a r E- CL GR - E,BA,89,6C Attach fence fabric to Height? of truce to be In accordance d ARROW DETAIL Note c moisture excluding �p Is rcaanea NO SCALE tenei011 true wit Hpq- w�tn tronufadiurerl specihaptlont on ,uDuw• poets 24" approximately I TOprsroDonom9t;xage ARROW TO BE POSITIONED AS SHOWN ON PLANS 4 00 �Teruwn are Ina ?gouge - �`gaIvanrzed colt spring wide - 'K SrfetChea tout .Y --� -r•,.-+- _E j.. D mOD Ij r t' i SPt Pus' ') ;)ne Tension SHf "N calrnn or 8a1 and Inv, snot.< .'•. j �T-y I Sgs,we washer 30n N ore C 40 tun O O. owl ! rove 4000 pounds 11II � " TSlee asroll Buse stlse+ l ^� Line Post '•'--�T T' .`„� �Y \�J(l{ I+ Devewa 6'•0" min Nmsoe snengtn 1 v �J J, wneea steel ` pougt own i L Me SP3 PON ! 1" a' .I _L. _ _ _ ` _. _ _ ' --i- 1 Udf ontl nut + bond with i V 'D01h OrH3 rtl'f I , �`''r •� - ;See Octal Ines sheet:• O $Pf Drtst No 6 gauge wee clamps to be -- - - C ' '+. {'� U) N 3rov-d Line HEX BOLT AND NUT i rusted ,c of0-h fabric to "H•` 3 0 ;SP2' Mm Rand F-} onote ar : g suTwor72"c I, 16 per post) N Ground) 3.6•yor. 3, 10',12, 1.4 ° ►COncrete I �• 1 I ! Inn I' ionq.2 nits,no 6 � Ln I : i "Min round rod ton turrme,mis y Typca spacmq ;' �T4 i" -.?14 Fapnnq 35' Bose Mefol Tn,cknessl �. No *,• Cn - �s Efta,Colnv,LIne broce Dot wen au the POSTS 31" true. 1 Na support parts lr, the 11 11 u SQUARE WASHER 30" Min lost IN" POs79 of each e t V\l`+111 � N N •'1 or ;ox Pest I , SINGLE SWING GATE I ene of eocn ttslollot,on Q --r- —L — - - 'r- - 1 —' - let L_ CO �O 'R ____ i• �-+b,•I�- t0' �� Soot. SP4 STANDARD 1 POST SPACING • DEF_E:,TION ' I � cD CD l - • 1_._ _L._,••-Cor,Drcn foohnq L.� post :.me Post L � nip � GR 8 1 12 - 6" s c" . W e -+� +2�•cND BRACE If0'� i -'�-"- vi �l7'^--�, T1'i1 GR-8A I 6.3„ 6.0., •+� t ,, I L, GR-89 3 +f a' 6" TYPICAL INSTALLATION N Lo Lo '. a 1" I' ,'A Nate 4 mOrbfun-eKmaing COP Is teaurreC Ur tubular met0' tint Posts I. P fig ..f• i • Material f0, Cop shall Gpnfprm 1D the dllOwOble types for Other -• . • •. .� a A t:GTES Lsteo facings ne { 0 \\' • • a ti St GENERAL NOT CENCo4G FOR p' _ G.24C mn lurnq°tvonuee thfekneul 12" 0 0 A • - , . rot Min Roselle n SECTION A -A g--••L^- +-r A A, ______ill___ ZDFONAL DETAILS AND INSTRUCTIONS ,. I C I1<e• S C CC �� a • ♦. a . • 4 ' 3'-0' i rt Faonttq u 8 Rod C A �' _ _ _ TIr bonom of the twit and / -'r'—' :+ •+- t• I L 0 See End Brace shown 3-6' �r I--•�i•.-- } a E - obo" far orate demos j Lcl Wr 102at 114 A psMv may be slopeconsifucted Hi CORNER BRACE -To be uses often Is !t worm+ � _ m � — ! porvdN to SM slope a/ sub- augn men! cMnges !'_`•ar more"It"-��T-}•lco 0 r--6 _`.'�'-_ —2•_0• surface Coupes Provided a ��,�� :I w I '�! 't0t°s 'd lI !1 3 K`J q•e For rock RM ollotion, B's2d's l/4' plate ill to De MtmtnmeC U 0 mtnumum depth ar 7' ,e Is, J IJ T DOUBLE SWING GATE •-�-- P ; ,jl �;. b "OfeS Drill or ucavate nee for post, Place post and backidl L C N This aria may o, corcnte� matntolhed. 1 LINE BRACE-Tc De use: wren vertical 09E USED WHERE SWINGING. CLEARANCE 5 LMTT�I .w noses , j)x � of ,he option at tM contractor /- i more en, cnonges 5• o, ,iy `� { lc1- jI ! wrtn crusher run aggregate to level of rock 5 _ ,notes-/ - Ali posts, cars, nuts Ondwashes Orc,Otngalvanized STRIPING KEY 0 The curb is mbe used when l31 rj ^-t �I T —' 1 - I I. Ban* Plait past or S3.57 post may be ,ntvthonged (n design speed ls40MP .less w�T�,, }. �5• ° ° . -Tx -^r j �; j �� Dn a y one Project with the nHrictmn that the some REFER TO SITE LAYOUT PLANS FOR STRIPING LOCATIONS j I, I„ type not post must be used in any single run of �,. I .>rwlo Lute TOP HINGE m UNGER BAR s.iw-•f �75" '}•s Y I, I"I O on Rural Mgjrwoys and 45 .MPH or Note: Coma orb 0 ytt.r jmvitg a rgdYq � .. ATCM h.. Fa ovate of guardrail olemenf • sDnce loan,, n°rawore, n (14 less In devvopedurponr3subsuDan at 300'or lees (doing axe d arty »tau / '-v Plate 1 �' TYPE B, CLASS I, YELLOW PAVEMENT MARKING areas. be paid for as rootof combetatwn curb 9 I -•+FG.:2" END. GATE.DR GORIER Bent 1 I I v guitar FSa iv j I +----•�- etc. see Sheet No 501 01 -•.res ALTERNATE POST WITH STRETCHER I a } , This 'I— may be oreeost or cast m place. I LATCH FORK ALTER GATE , �iNEJPOST BAR ATTACHMENT f ` I s+ '-i-; ®Tnt gYarxo+i pnd meson Darne donpr«at+ts dwaw m O 4" WIDTH, 2' STRIPE, 10' GAP. .- SC r,� END I �t _a•.,,� I! �,' I ( A.R TB A Tecnmc°I Skulls in Number 2688 trot be substituted .+----- - ----� ` 'Sus Dela,i41 !1 -n ; z-tt 'v ( a! tmerotw win rid stdneor°s +a guardrail tGR)°r O TYPE B, CLASS I, YELLOW PAVEMENT MARKING, Co icrste to be Class A3.f ccasrr In pw o, MDYITYm Spacing Eefween grocer BOTTOM GATE _ ilr Fdortc median Wrier BJ and o g 4000 PSif ass. CORNER ®tI1NGE ; o = approved pY the Engineer. aec q ATTACHMENT • B 4" WIDTH, LENGTH AS SHOWN ON PLANS. i ��--I wart fiaDnc tc De I r BOTTOM HINGE 7a7" shaven ueo Ip[k I m Ir I i' I f05' SPACING ON CURVES J t Aherrtott anartOt aerlCei ;: tj Go)loops for erdwe . .:Ar'+er ru}F noN- , PDwmel'i, wrvotun Pus•sG0[, YTH 0j•n ALTEFWATEBRA..E 2'rootd--rtondhng -i-T- t� TYPE B, CLASS I, YELLOW PAVEMENT MARKING ►. mar be urea ar +Isu of I g u9ge iertgen at post.optional '= ?-Ill mot be J� �N=� �- 2 •O IoIllit D+traaw�l 6' ELONGATED ARROW. SEE DETAIL THIS SHEET soft' � , _ ear, _ � t9 t, to 1p it e - 3' N GATE rig post w Burt Brie Fitt s :hewn ores rice }) o;vt^g " c 2 , FOR TYPICAL DIMENSIONS. 14 _-. _.l Bottom Caner may De I4OH t0 Eft 4 ; Cl 1 TI N Devices mown are Omy. Slmlav anrgns meeting f51 REFERENCE COMBINATION 6 CURB a GUTTER rewesen,atrona. PNy. :, DETAIL. --, _�- s !i" avpptd 2's<"tc old dnv,nq. t5+t ro sot) 3- Op TYPE B, CLASS I, YELLOW DOUBLE LINE PAVEMENT V j 9 'OS I the 0PDrovol o! fM Ertq,rteer 502 VIRGINIA DEPARTMENT See General Notes. i' may De used 3t Aces 1nOn SOtt use not recommended JOHN LEWIS MARKING, 4" WIDTH, SEPARATED BY A 6" SPACE, No. 21621 TRANSPORTATION 20103 ALTERNATE ANCHOR LENGTH AS SHOWN ON PLANS. Devices BENT PLATE POST S3 x 5.7 STEEL POST SRE "r_R Nc1EN Snt°' l at ` STANDARD W BEAM GUARDRAIL (WEAK POST SYSTEM) SPECIFICATION STANDARD FENCE OE TYPE B, CLASS I, YELLOW PAVEMENT MARKING, �o�o� CHAIN LINK 242 VIRGINIA DEPARTMENT 221 12" WIDTH, LENGTH AS SHOWN ON PLANS. �. 5p7 pf 505 TYPE 8, CLASS I, YELLOW PAVEMENT MARKING, SSfONAL 5C 04 VIRGINIA DEPARTMENT OF TRANSPORTATION 50113 TRANSPORTATION 1 O 4" WIDTH, LENGTH AS SHOWN ON PLANS. DATE: SURVEY: 01OCT96 NA SCALE: DRAWN: SHOWN JCL C.I.: NA JOB NO.: SHEET: 9602001 15/17 $T_1 Note in Grope 6reinforcing rod encased T-0I-7 Ii END -SECTION 12"-60" PIPE ALTERNATE END- SECTION 12" - 60" PIPE ES - m m a corros,on resistant rubber or other onB Nub end on outlet ana-tions Hub and on outlet end -sections materiolaPDroved by the Engineer. i secGrate Spigot am SDrgOtenaon nistand- sec•.lons _ Corrosion Resistant ntaterui r- $'-4"---�'/ �- --- -_ * NC 6 GALVANIZED STEEL STEP3=0"--.}l 1-2:1 B--_---- i I No. A Rerrtwcmg Rod T or Nonteler Plomr10 B Ike 8 Ibset it X X ------- 7X ar TYPICAL A A Grade 60). } 3'- 4" - E 4COO PSI Min, E 4000 Concrete Min. a I 6765 Ibs./ft IASTM A615, 1 1 i / _ I wi• I i _-•�-�- Concrete to be PICAL SECTION o + o A A .. 1�"i`'"+'` (Dimensions may dory with - ! _ -------- - -' Z eq � monufocLors designs � v' 21:2'�-A- C4 � I 0 \ f WeWild PLAN PLAN Lt U a stud L z"x2"xi" / i io"I 10"! 10"1 so" C B 1 C - B p Shear Connector / PLAN VIEW DETAIL A Q eye 2" �» --See Desalt AOf GRATE 6 Bor o< steed i 3:, toPrc 1 'IPM 1 �Sreel 'done: rentorcemem.. BAR SPACING CHART 8 ��I T 1 f• T 1 ^RAT* MAXIMUM DIMENSION t i S E C Ti ON AA YfY P` to B - D I~ -- E I-- D i---- E -- T i 3 3 - 4 Grate SECTION X-X END VIEW SECTION X-X END VIEW No. Sx5'-0"bas r--2" i ,,, ,., N 1 1 • - - x 2 Ea a Bar (2 Re tlJ Grote A is to tx used when Notes. (Alumrnun+ Step) 1 .' !' - i I 12 ReQd. ', B 3 -.1.. _ 2 L I I q x a"Stud 1 �' } 9 q END- SECTIONDIMENSIONS t, Steps SD N be foDrlcated h accordance a, I s ' 4'/ ., i { NOTES --- _ I� k.. „ Inks is arelocaas red on melon or Y with AST& 822i, Alloy 60�-T5. lie ".� • _ Sneor Conn .....i.. Clear other areas not normally AM. A ! C Q g. .2 ' �.j 2'} -�-�j"- i 2 subject iotraffic END -SECTION DiTV1EN$10NS 12• 4" M6n. heir,. Steps will D! required in 0e structures war. c tlopM d 4'-0" or --Y- ..-A - - •• I Sale General NOMs-PrtCOsi far additional �• 8 r 2-0 4'- 1' 6'-1 • - Q,�r Thor gotta" of the step encased n I delouse DIAM. A 8 C D E i I - "I 1 greater bless pine urea l stru tu else awns Grate 8 is to be used when - - - masorry sndl oe uniformity tamed wpm a I 18 9' 2'-3' 3'-10" 6'-(' / • , bmemanaa, sowers, type, asbestos filled I . s -� NI steps snail protrude all/T" from nsroe face of structure STANDARD Concrete cover and grate are to be furnished '- "xl "gar 3 RegC1 or otne shoulders 12" 4" 2-0" I 2' 0" 4' d 2 0" RISER UNIT as o single unit Outside dimensions of grate 2 DI 15" 6" Z'-3" 1'-9" 1 4'-0" Z-6" 1 21' 2' II _ I O auranum ygnented coating conformtq tau. 2'- a• I t„ traffic 4' 1. I / to Kaerol Specification TC-C-0049aA ♦. Maximum st s f----- to be 3'-4"xII ♦ 'IGrote 41or;-4"x2!113 L x 2 x1 2 0• 3-2'- " I 1 4'_ z ep pacing to beIrc-c. (Groteb1 �- 18" 9" 2'-3" i'-9" i 4'-0" 5-0" 10'/ 4-0' -I' -I' 4'-6 Grate to be gpivonl:etl otter SECTION BB / Dimensions shown are minimum. Actual }E „ -I�♦• �■� y ' I f R fabrication 24 S- 7" 1 2'- 6" 6'-1" 4'-0' z I _ 4 _ _ a _ Steps anal: withstand c minimum bad Q 300 pounds when dlrtxrnans may vary with manufacturer. 1 i PARTIAL SECTION A -A 33 r-li 4_;C%" 3'- • -1�. extended 4'/T" from the face of the support. 3C' I 1'-C7' 4' -6" i 1'-7 " 6'-1 5'-0" �_ --- -�•.- TYPICAL SECTION AHernaie methods of anchoring angle Iron i i -1 ' b -0 wl, be acceptable It approved oy the I 2-11' Grote 36" I'- 3" 5'-3" 2'-10�" ! B'-I," 6' O" 4 I - 1 5- 3 2'- -II ' -2 6-6 (Dimensions may vary with nt vifoctva4 Steps are to be vertically aligned and ,nitormly spaced b ---- design) Me entire owtn of any structure. Engineer. 42" 19" 5-3" 2'-II" 8-2" 1 6-6" i 48 -0 1 6-O 2'- 8'-2 7_0 • Mn. of 3" embedment ,., " 4' - I - -I1 - T-6 . Grate and coutttore tobegoivaneed gx21Edge Bar (2Regd) 48" 2'•0" 6'-0 2'-2" 8'-2" I 7-0" ;-3 I S'-C in precast "% steps may be cost r place, mortared into holes ;clear 54" 2'-3' 5-5 2'-9}" 8=24" ! t-6" crowded by the fab,tcora,or driven. Jomis between concrete cover and gutters ` J•,._; „j I`IZx 2j 8eonng BorsG2 Reptl) i oilic (when required) are to be doweled or lee d. I' i I 2-II' 5-0' 3=3 8-.� ( sins dtter,tq n dimensions. configuration or matertas from those shown may also be used provided "Illy meet the minimum Concrete to be 4000 PS.Lmlmmum r If { C 8 eso,emnnts Shown hereon and me Confrcctor nos furnished the Reinforcing steel to be m accordance with L ., - i „Between xl Bar(3Fegd) I" W Engineer with Oeta% onC cer1H1.W test reports of Mt proposed AST M A - 615. • 1 i substitute and rue rtueveC wrihn opprOW' from rive cn9nea for Bars (Typ.l the use of such steps sae Standard 01-T, 7A,78 for NOTE Pipe sng,hs shown on plans are Q Detaus of Gutter PARTIAL SECTION B B based on En6Seciion design shown \p M steps installed shall be provided witn slip -resistant Method of Placement i I / on use left I1 'he contractor elects surfaces such as but not limited to, corrugated, Alternate Methods of Construction ,�r_ t%" _ _ to use t, alternate will aeor r shorn y Z the r t ens writ N reduced O p I 1 slag knurled, or dimpled surfaces. lot, Y the dif!aranca m dimension'D". _ l � LOAD CARRYING GRATE O , s CF ALUMIN M STEP (� DETAILS OF CONCRETE COVER AND GRATE SLOPE DETAIL V �"�`"'K" STANDARD PRECAST TOP UNITS ISREFERENCEN SPECIFICATION ERENCE STANDARD STEP �`ERLN�t FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS � F233 302 VIRGINIA DEPARTMENT (n d/ 103.07 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TRANSPORTATION IC2.01 O VIRGINIA DEPARTMENT OF TRANSPORTATION N F i 06.09 MH-IA DI-7, 7A,7B DETAIL I DETAIL 2 DETAIL 3 EC-1 _j V Note The letters V D.O T ore optional,lf i - h the event »,. thwart i- a- B 8 B used the letters are to be cast In of the outfart pipe I• Finished 1'_9 - the depression in top of / N" than the boeom ( I - I j f c n Dimension �� i j 1 cover "wide and raised of me structvrs,the Ir- b I �j•{� _,;^ / ❑ ❑ ❑ \ vent of the structure '131- 'Tot TIf"'I 1 1}f• high as shown - - / � snot( De snapaa arm a• -- -�-- _ A t A T ' I -- -- - i � ❑ L_ ❑ L� V then mortar to Dreveet - --- - - I �--- ANAof Mocntne 3' ocntru � / r � �water m nx aructwe. EE - - 1 _t_ (.-_ - i I �- - LI, A, ❑❑❑❑L�7❑ A 1 - -- - - - i _� r ^�- ----- I'- 8; --- --- r o 1. 0 o G o 7o (� Lettering Optionol -s-L A•a' a'c!Y-ac'wt»i B O t SECTION A -A t-r- 1 L��-t� �' .y�.-•''• '-I � e-;'-Cii2'-315"flips) I , B 1 ❑ L.� � t_, ��❑ PLAN A•4'-IO-N2"Nw) I , 3N-----{ � 0 B (COVER REMOJEDi B•3-6i4TP,pt) PLAN 1 311 _ I \ I (� ❑ ❑ ❑ / ®Betas 'i 4' be provided (as r Hok (COVER REMOVED) v lJ L.J When 4'-0"or Racier- (as requvedi-� j r For stop details see SI'd- ST-1. H Concrete user --_ Corv7ete Cpe.r 1 i i J W Z ♦ \ Fa datmis see thtaef 2d2) -- (For dNods see sheet 2of2) N 3'Oiannete n'aop hole with �- •11i sofa✓� 4 ," DEPTH APPROXIMATE WEIGHT i ....� 2;:12"aastic norowore cam I Weep +oie - Depot W ` 1/4 mesa or galvanized :tail l SI i s'wn Los required; tf �Jr / ,to CAST IRON TOP wl `..� wie, minimum was dwa 0.03 3 L! I I"1` GeotexDle t- Fabric j_�' -L (3ptext,ky U W Inch, number 4 mean hard- >! I i Gec textile Fabric wore Cloth anchored firrrt% i SECTION A -A Fabric tSS TVan ��boxAvtvAartinstallationsDEPTH Q N FRAME 174 s 9 LBS. to outside of structure. $ + _=`-=T-�� SECTION A -A COVER 137 : 7 LBS."*�' { _ I jjj tI � r i p -,-,i � � � H = Diameter for round Drce , rise for pipit ach and box height -� NOTES = W Z '04"depth aggregate I > For munlpM hit• ,nsrauonons Dlrwwndon D Is to govern 1M Protection outside the channel /y� \ I ' w68,�78, ofr8 I I i width(Wl. M O l t e=ors I On any Secondary Roods Irwauot,on requiring erosion conlroi none there no V / P L} A N ` x 6 width. + t s l 1 �T'' -f andrdl a endSectlan n st»cd,•d on dons, consnuMan is to as m accordance oM � = U f :. � Datou 2 shown above �ly� Slat RECOMMENDED MINIMUM f U SECTION I HEIGHT CHART 1 "~ CAST IN PLACE PRE ' H DIMENSION -= FOR USE WITH 12' TO 42 PIPES For details of Precast 0I-7 not shown hereon sae St2E coNC i oatR. METAL i N O i 1 c.d+.xtile Fabric to be installed undo on erosion comrd stone in accordance ♦ with the spec:ficatlons J Q Class A-3 concrete to be used. 12 r s r-s I �- nr- �� W j depth toDel7 8' Precast Gen Assembly Diagram, page 103.0E I J�J Maaorlum 15' T g tfa• 2'-a' }'x I slot i' I Precast General Notes, page 103.02 and lIr 7 1r: 2'-11' n �• �/ 12' 15" le" 24' 30" I 36' 42" Applicable Precas: Base, Riser and Top Tr 1 •33.•a• r-r / 9 .i W PotJ T4'-T_7-r _ T.S. MIN. DEPTH 23 } - Details. pages t03.07 thru 103.72. _ Y Dry Rip Rap Q 2T 3'-t0 pia' 3'-9' 22'--- I I DEN 2 d 2=514 2i6 S !' 3-7 4'-r a'-ef Geotextik F • Mewnan 1 1 --- - - Rip Rap 20j +! + t 947 L045 1143 133? LSM L731 t927 `1T ,_ UA3/4' _ a'-r Class q 3' Y �' a'-t t? 3'•tt Fabric t 38' - a'$' j a'-q Class I 2' ci SECTION B-B lncnrMrd per taco of o,sNnoroleMpmlNls 0410 ci,i,ydds.i'47'wpetpd air s-z yr -- - - - - _ -_- - - _ - - - -_ - -- _ 1 -- Reinforcing concrete tooting may be precast or cast m piece. Two PRECAST Q� _ __ -7 -_+ lifting hooks of fabricators desrgn to be provided m Precast footing. �- - G NERAL NOTES -5• 22•-_,M�_- 5"'-� ----- I -9----------+•• 01-7 - Single gutter inUemed t shown are (or allies without pi1N!t. Pipe dtapgcerMfta must lit # Use Typical SKYIan shown on pIOM or normal side slope, bottom width, and depth BOTTOM d-7A- single gutter when OroP ir,raf is m P 4raa MRrm specified m Dldrs the mart is to be moped in accordance rdh Sid. Deducted to obtain true quantities SECTION B- B bill Double ginner when O'ap ire is n a sag between two grades. is-i Pared ditches are to be aoredened to rose I eel gutter as shown in Sid. PG-i. of channel, ditch or natural ground. Safety Slabs are to be provided at 8' minimum and IT maximum The type&. lAwt waded hereon to be constructed will be of the option of Fa, details of carenae cover, collar and grate, and method cf oloang ullevocn vertical intervals and are to be spaced se as not to conflict with the contractor. gutter see sheet 2 of 2. openings for pipes as directed by the Engineer. SPECI ICATiON SPECIFICATION REFERENCE STANDARD MANHOLE FRAME AND COVER REFERENCE STANDARD MEDIAN DROP INLET SPECIFICATION i �, 224 VIRGINIA DEPARTMENT 241 REFERENCE � STONE FOR EROSION CONTROL A 302 VIRGINIA DEPARTMENT "'� 0f 503 VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet I of 2 Ip4.22 245 0/ r- TRANSFORTATION 106 C6 414 TRANSPORTATION I i4.01 O � L Q) GD 1\ (D (D ;diva aea come to as ben N ter) 00 MN - 1 Sheet I of 5 DI - 34- 38- 3C , 4 x e smomnDoneelspaDprox lz GC a DeDbud In on preps ddlocent on on anger of 6e-30 inns to L2Ti2 Notes: "H"may be reduced until "X" reaches a minimum of 4" where endwall Headwall ro be beve+ea In all areas except where a conflict with I EW- I, I A L_ N Q) toobuiting concrete to prevent Settlement. o. artingrwo-tit 4'atW uror invert or wtngwalls occur. 41 I 1 1 1•'-colvonlrea would protrude above shoulder line. In no rose shall top of end - HALF PLAN VIEW corwocwrs waned to bent pale wall project above fill slope, ditch slope, or shoulder. Eeoalslan Jon* Exea,yy, cote--.) at 2' c -c. Bevel aidge is required on the headwall at the iniet end of the ILIV(�1UAI N N N Bact, of S,dev _ esw'wit,"_ - This hem may be precast or cost tr. place. ( N 4'-8" + (2 z Wag Thickness) ) Imo_; ----- -- � i-.-.-y..•-� c T, culvert where the flow enters the culvert). � D r a _ o• s.. All cast m place concrete to be Class A3. For precast See Sheet I01DC I I + I I For derails of Iniei Frantic i 'ow - '• 2' o Headwall at :he outlet end of the cu Ivert may be either square ( rota >Lt sat Sf'o tc-z. - �• ,:r- ; This srorydarC ro oe used with sera ht crossings aril all Skews IOot045 ). edge. IIy O O O I M C O _ L edge or bevel i i' v a 1 2+ -T-- - t r•z'�rsr time ,�..«.. j Shape to be beveled �A-"1 U to to to i \ i 4 - �� , I a• t• A• T ante«. Type " 'lips B Jf with mortar Q > � ( / 2'-S' 1 ,' I ••i t 1; /v� T : a- ie„a wwv ea.rero, / S 3/4' Chamfer snail I. ]"d" ."eta Io onpt uom air T c-<. D-----�I provided on ail exppted Ib / L rvme See 51C, SL-I for applicability of safety slabs. e - �•}.� ...��..L.._y .�}...��...}}. ��.•}t•}�-#} j�.....}}..�....j•_ .�L�}-.j.. .��- {.y+� ! e { t •L} NOSE DETAILS I _ (sages. ! � Y 41- r� --_ . _ . _ _ _"� ' a•R -r T.►.. ♦w...r- ..-•1-+• •1•.4-a- +fr•••r• 1r--i•-i•-a.--.- 4--i-•i i--F-♦+-• I --� sr--- +. \ h t _ __._- _ (n E '^ 4T iA � Note. The top of masonry is to be left . ' -_ - Sid Ms-{ Frame e . them sufficiently to and permit Drape, d�oy t B - t '?" -- g u Fop. of Curb r .eae" "#",. i /� y / / � \` \ \ F - W N N N U a D -C S �p ,ire - ( i iI II '�.* F -.8., . i ..bet G,1„� - �' V '� -C a a v\ the use of mortar or brick m directed 1 I 1 - Y-a• 1 lien o ,.roll Ca+tm+ Joint , Ieayte corwt xnt tMn A i - I - U by the Engineer. - f _ 4 .« - - - - - _ I Gwar I e., e- ____ T -a' �t . i( � a 1! `i i. H D I _ 1 ,acx Contra uoml o I -.-� , u urn " cosermiaed �. ttadw Cwe or with tnsegrat Cue, Gwr« is to be ranitred.isse w 1) •.• rt 1 / I '' - _ > �- I- U (! PLAN r --- i \I r-:.r _� _ �..-► 6' Min 6' wNn 12 tern •F- \ \ i i _ --2" All concrete to be Class A3. 1 '0 Max Note This area mar be writion.in which case the expansan Iointa - -p'wtm, g�. 'Z•`-•-r-' M a !t C _T_ 'b ) I -_ so ion aDar only to corn air curb IarW urn«. r a• 'e•L- �. IN , -rim slab lOc as O•lo-led on Std T- -J-___.--__ _ yary►le- W. 20' er7 d iM / MN-2 may De substltu tea fpr spared t L_-Y S•1•---2'-S• -••i tt• a'-g•� Do not bevel invert O v d / B SECTION B 9 i s E = �,r MatlOn then OpprOved Dy the �n�nelr I_ I Al 1 FRONT ELEVATION - C �l V s V {. I I t +• "' I'd. ST-1 4'-0 ten o ( -+- Wt,an soe_rt ed an pins it* "alert ism - -- --- - - - - -: -y' "'"" CpYe1'� , .2 � ; � END ELEVATION t 1 ale shaped In accordance with Srondora t•L - --'--'---'--- 1 " f Note: On shaitow fibs, where endwalls are I' or less below shoulder line, the '�. A A Pin 'S - 1. G I S• (" / a w 1.25' » ;foot diameter rl.-""• ~7 top of the endwall shall be constructed parallel to the grade of the rood. _ I •` � `v"'_"-'�-- i I a.l. F -a.a a tw••8 z• ao.G s. �-•---� O" '• • 1 S. as` Plan♦se. 7Trpe A rate deroll snail be used aars C { svoea.e _ HALF SECTION A -A w... �a, with Cc-3BCG-r stenearda 3'Dowe , EW-I D=1', fppt diameter Ei W iA L F o c ----- ---_-ram- -T.� I p (W!TN FRAME AND COVER REMOVED) ! p -- , wNordrOre cloth TH O w, > _ FRONT ELEVATION Type E ase dwyl snail be uaed San R L .. • - - ---- / ©r _:.� _ __� ,�,,,, ,.,,,,, ntnCG-2BCG tobe *sN.e i jENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE -CAD> BRICK CONCRETE * ldameruwea•hantoDeiacoao I e - 2 o - m A n me even Ina invert or the owed: lire s higher man Ine bottom o ban avbtaae monttoi weep 1 . I I• • , F e OUOntlttea Shown ore for manhole ( of the Sfru<iwe,!n! inter' O1 the Strtdtwe Snarl De staple with orrrnMlt non .,rn 12 .12 mtastiC h0rtwat. 1 �__ mro..ata .hen "" ^- --- -- 1 JOHN C. EWIS TABU of QUANTITIES marts iopr„lnlslowing v a• waternfMstructure -he cloth l/•-m»horgaN0M 0•n« r • a-C ognale, DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICAL PiPE CULVERT (SPAN x RISE) I without pipes The amount drsalocied Notes Sto,aerd ran .nay be :""sl tec .Ian :mcrere For sae se,ais soot No. 21621 T I BRICK MANHOLE CONCRETE by pipes must be deducted to at)- block ro dccoroonct wan tat dere.Is sho.n on zos' io, nve•1 shap,rp snor :e m.^1 coact mine Drce bid for tree structure. r"t aw 0.03 inch. number 4 moo e a ST, ` DEPTH srnndwc Jraw rig Dl- 12" IS 18 2i"or 24° hardware cath anchortq firm) a :a•F-x'-t•--lid " " 17or3 3"Orm" 23"xW 34"x22°'3g'x 24"142"x27" 45"x29" 49"x 32"i53°x34" t MANHOLE MG ' �--.=a 2 3d x I9" tam true auanhhes outsla or structure. �'-T" •d 1AFor dimensions and ollaml*its not yawn tea Beret 2 of 2 , ■ n M " I ` { • a I I 1 i CONCRETE CONCRETE A _ ___ SECTION A -A A C- 6' 0'-8 0'-9" 0'-11 I I'- 0 1'-01 �A j 0'- 8" 0'- 9 I OL 10 0'- II 0'-I I 1'- 0" I 1'- 0" �- 0' G Dose Mrcxrnss of 9" ran used p o t 5-1-••----- --- FEET I THOUSANDS CU YDS. I CU. YDS Dl-3A DI-38 DI-3C i I n{ a - �1"�" r u r 1 a, 1 a w " I lbn c I ---_ • m comoutmg concrete quaniitres I B 0-II" I' -I I'-3 1'-6 I'-9 I 2-0 I B I'-2 I-5 , 1-6 " IL8 I'-9 I'-1_0" 1 1'-II I i-II Cs tDl .oncrete C- _ - 4 0.5 0 785 1 1.437 r-L-y y---�---- t'-----'--- L u i a i 1 1 " 1 u 1 e I n wI u I 1 ■ i 1 n� SSIONAL -r - �_- 5 I 0.7 _0 765 699 T -T� x' -i ,ti,a C I'- 4 ) -7 i -9" i 2-2" 1 2' 6 2-9 C I'- 8 I -I I 2- I 2!-4 2-5 2'-7 2-8 2-9 1 -�--- Footing 11 " n i n w 1" 1 " a i " x r n --' 6 1 0.9 0.785 I.961 Increments to be oda•tl for r i '�____ I I� tots D 1'-0 I 1'-3 i I'-5 i 2-0 2'-6 ' 3-0" 0 1'-2 I-7 I'-10 i 2-0 I 2'-3 2'-5' ' 2'-8" I 2=10 I .,= tyeraw ) �• r 'rA '---e 7 T-1.0 J 7B5 2 223 each additional toot C, depth `I I '----- I r'----- a ' t i I M a I 1 n r " 1 n 1 " I t u 2 0 785 _ 2.4e5 N N Flow, F I 0-6 0-8 0'-8' 0!9 0-9 0-9" F 0'-8" 0-8 0=9" 0=9° OL9" 0-9° 0' 9" OL9" ♦ '• a " I h 1 N " 1 "1 I M 1 1 " Diameter • 4'-B' +r(9 x Wall Thickness) •! 9 a o 7B5 2.Ta7 Materials may be Dnck, convex , I I 1 ✓• H 2'-3 2'-li 3'-2 3-9 4'-3 4!9' H 2''-10 3-3 3'-7" 3-9" 4'-0" 4'-2' 4!- 5" 4L7° to 6 oT65 3.009 _1 ; . .. " 1 " a w L " w " ■ " DATE: SURVEY: opera ed conc.ete moM+de tKoak. i. � LL0s I L 4'- Do i 5'- 0 6'- 0' ! 8= 0" 10'- 0 112-0 , L 5- 5 7 2 1 8- 6 9=2 10'-2 10'-11 1 12'-1 " 12-11" ' SECTION B-B 0970 3a55 For warns r If brooks are used the mnmum I L I 1 4! 5• I z z.2 0 97o I 3 B 17 Fa, �, en tea., Both and.. a a .yw,wN,ncm e I�--r-P'- a I o'-ram. o'-r i 0'•Z t/2". D'-3• o'er• o'-a ur � s 1'- I I" 1 2'-6" ; 2'-10" 1 3'-2" 13'-s" i a' 9" ! a' -I" i 010CT96 N A 1 3 I 2.5 0 970 1 4 179 „e"ass of some arc De 5", Other I • *-- 'r' 1 4 2 6 0 970 4 541 tnreknesses ore to conform to oil 9wdwd "bit is 5- Tie a,f �'furla n1. V tool O sho ,0 e I I BRICK CONCRETE b 0'-1 1/a"1 0'-1 V4'' 0'-1 1/2" 0•-2• : 0'-2 1/rl 0'-3" a 0'-2 1!r 0'-3• 0•-4- j T-a" : 0'-4 V2• o 4 1/2" V-s 1/2. 0'-5 17r r SCALE: DRAWN: waMrow r the ns-la " r to •ra,a.d " '� o..c. ad .. ^w oat ^-' °�.°-'. DETAIL *HEN USED CU. YDS. CONCRETE b i 0'-1 112•1 o'-r 0'-2 1/2"! 0'-2 ur' 0'-3' ; 0�-3• 0'-3 1,7 0'-3 1.'r;. th,cknass sham for concrete The "H • dtmemion yawn on the standards and spec, Ilea on the Plans will be pOJACt1dT TO CURB SHOWN JD J 1 5 3 1 0 970 4 903 measured komtna m»rl of me for meal loth* purposes CU. YDS. CONCRETE op of err strlKtura. txtgn N• Length of yin 111 «u, w e+srr cane, be sraen ,In oiarr. WITHOUT GUTTER OR 16 3 4 0. 1 70 6, 032 aimena,ons ore opproumate for eaomann pwpoua aria me actual dimensions (,pf1C, T 0.241 0.492 0.697 i 1.319 2.067 ! 2.947 I CONCRETE BLOCK 7 4 0 73 s o32 °"ry g e r shall pie 0•*ermmad by the controcior tram field condition, trim iaa, Is wsee n 4'-0• veaw•, bets of I.al �I ♦ be vao.d r r,ferw TEMENTStt G- 4" 1 0 582 wrtn snaesea c«D MANHOLE FOR 12 - 48 PIPE CULVERTS C >~I,.mmaym.en...I-test ,n Pace Sheet I of 2 GMPipe 0.257 0.521 0739 1.398 2.198 3.I45 ! ; 0.502 0.855 i 1236 1500 I f 8I1 2101 12.512 2801 SPECiFI.•ATION REFERENCE i SPEC'FICA7ION SPECIFIGATION NA VIRGINIA DEPARTMENT 302 STANDARD CURB DROP INLET 1 '- c REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS 106. 11 I TRANSPORTATION " " R_rc3EPaC� 12-30 PIPE MAXIMUM DEPTH (H)=8' 1 3oz 105.04 JOB NO.: SHEET: VIRGINIA QQDEPARTMENT 302 VIRGINIA DEPARTMENT 104 09 TRANSPORTATION - 1 TRANSPORTATION FICIO, 9602001 1 V/17 S49*110 \— N -----_ — — — — -- ! = -_ N. AIRPORT BUSINESS CENTER I �. • -- — 5' PARKING SETBACK _ \ �� O 2 _ SECTION 1 LOT 7 EX. SAN MH I 25• BUILDING SETBACK TOP = 67885� ZONED M-1 /N = 669.08 �. OUT = 668.95 I a \ O 34 USE: VACANT 1 0 LIj o I : , 31 '► OIL 3 3 i 1 EX. SAN. Ate/ CL t /TOP = 6 3 55 O Q /N 6f 17 W EX. CULVERT Z o \ Z 300. 1 ,,x11 1LAS_ _ •-' I 1 C) ~ vault LLA Xz LAI j \ N O �/ R EX`CUL �/=/�y�V W { N ( W / / X R \ •►CL in / • SAN. MH = � W EX. STAT qN / OP � 657. 08 O Q 8 670. 67 T-"57. 0 U I.` • x \ _ ` 1 1 \ \ O • N • x �1 1 _ :1 • KOHL'S DISTRIBUTION FACILITY PARCEL AREA 53.34 ACRES 1 V' goo I t — \ I , ILER IPARKiNG AR ` \ \ U 0 0 BUILDING AREA — 363,014 SF x u o Z BUILDING ADDITION = 36 500 SF I ! 10 ,,.— BUILDING HEIGHT — 35 ss aV) (A FF = 71 1.40 \ I ° 25 © o .� LL rn I -z ctr.tti rL I �� © INx Dtistrl,b`u' I ° 0 25A \ \ Q O Y V 1 1 I Y N lJ x /' Z I 0 O Y 5 UP , TH OF - -vrttrol r�1 50 0 50 150 Scale 1" = SO ft • U /kHN C. IBIS a No. 21621 0� PLANT LIST tomkL SYMBOL QUAN. BOTANICAL NAME COMMON NAME SIZE REMARKS • 50 Tilia cordata Littleleaf Linden 1 1/2"-2" cal. 32 Quercus rubra Red oak 1 1 /2"-2" cal. 30' cc 52 Pinus strobus Eastern white pine 6' 39 Acer sacharum Legacy sugar maple 1 1 /2"-2" cal. 30' cc DATE: SURVEY: 01OCT96 NA SCALE: DRAWN: NOTE,* THIS PLAN IS FOR LANDSCAPING 1" = 50' JCL C.I.: PURPOSES ONLY!! NA JOB NO.: SHEET: 9602001 17/17