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HomeMy WebLinkAbout06-02 Kernstown Crossing Veterinary Clinic & Kennel - Back Creek - BackfileGENERAL NOTES 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be made in cut and fill areas at the following minimum frequencies: (a) Sub -grade: one test per lane per 500 lineal feet. (b) Stone base: one test per lane per 6" compacted lift per 500 lineal feet. (c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet. 8. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrades on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated and replaced with suitable material as directed by a Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted subgrade free of organic matter. Gravel shall be VDOT type 21-8 and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing or planned VDOT right of way shall conform to the latest editions of the Virginia Department of Highways Road and Bridge Specifications and Standards and Virginia E & SC Regulations. VDOT GENERAL NOTES: 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. 3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 2094 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Sec. 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. ML:ql ABBREVIATIONS TRIAD ENGINEERING, INC. ARCH. ARCHITECT LEGEND www.tricang.com C/L OR CL CENTERLINE .0 0 CL. CLASS EXISTING PROPOSED C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER ROADS D.I.P. DUCTILE IRON PIPE DIA. DIAMETER E.P. EDGE OF PAVEMENT - -- - ROAD CENTERLINE EL. ELEVATION ESMT. EASEMENT 0 EW EXISTING WATER CURB EX. EXISTING F.E. FOUNDATION ELEVATION F,E.S. FLARED END SECTION CURB TAPER F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT SIDEWALKS F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HEAVY DUTY PAVEMENT HORIZ. HORIZONTAL INV. INVERT p• 3 IRS IRON ROD SET CONCRETE PAVEMENT LAT. LATERAL 0 0 0 LT. LEFT o o a� M/H MANHOLE 00 0 a 0 MIN. MINIMUM c o NE NORTH EAST BUILDINGS O `~ ` NW NORTH WEST o 0 0 P.C. POINT OF CURVE o- P.I. POINT OF INTERSECTION r r FENCE A T P.T. POINT OF TANGENT o � PVC POLYVINYL CHLORIDE g Y Of PVI POINT OF VERTICAL INTERSECTION 0 DECIDUOUS TREE CP o o t PVT POINT OF VERTICAL TANGENT 0o 0 R RADIUS ""'- - + - CONIFEROUS TREE • R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER CONIFEROUS SHRUB Z SEW. SEWER STD. STANDARD PROPERTY LINE w > STM. SEW. STORM SEWER Z z Q CO SE SOUTH EAST Q > Z SW SOUTH WEST STORM SEWER Z Q W Z M. Z S/W SIDEWALK �w W��.a M >3Zo az-J:)Oq S.F. SQUARE FEET 6> z U � ai � � o STR. STRUCTURE 2900 �eO�- INDEX CONTOUR �= Z Z z 0 p - z0 0 IY c� w Z Z U Q o z Z T.B. TOP OF BANK 1 "{�}r 289� INTERMEDIATE CONTOUR W� a a z 0 g W Z 2= TPD TRIPS PER DAY Z =` of 0 _J• -J 0 to X SPOT ELEVATION ~ LIG UNDERGROUND Z(A L Z V U > 00 / �:.,�"r 2893.E ! ^ � Q z c� _ VERT. VERTICAL V N o ' z z M W L WATERLINE U U U H r. / LIMITS OF CLEARING AND/OR GRADING Z Z g w Z N m X-ING CROSSING W 3 Q a p 0 I o Ln zi U Z Q } W Q , D N� N L.L • U DENNIE D. DUNLAP III 9 No. 035809 IQ`VONAL PROFESSIONAL SEAL N z Drawing Number: C-2 \ \ \ \ Alleghe P Company PIN —A-8 U Industrial.; Z \ \ e: Indusustri 1 \ i i I I S53.50'02"E L \ \ \ I \}} M. \ 1 • \ \ \ \ A \LP \' \ A \ \ \ \ ` LOT 3 4.245 AC. CD \ I \ CD CD \ � I r. 0 m M \ \' Cj rnvzcai \ \\ WJdND `N William H. (Jr.) and \ \ Barbara W. Black A= 17.49' N53'47'22"'W PIN #: 63—A-70 \ �`R=�3000' T — —�� -Wp� Zone: RP \ — . — Use: Residential \ \ ' T=8.75' \ _ C=17.47' _ — — _ �a posted speed limit \ \ CB=N57.38'35"W \ �}� n Schenk Foods Campo y, Inc. PIN #: 63—A-69 Zone: \ \. I II Use: Commerical \\ \\ II Schenk Foods Company, Inc. PIN #: 63—A-68 \ \ \\ Zone: M-2 \ \ \ Use: Commerical 1 \ \ \ All eny owe Company PI #: 63 80 Z e• M HP Hood, Inc. PIN #: 63—A- Zone: M-2..--r-- Usq' 6� 718.80' I I 'o E I 3 0 N rn I c rn I X o� CO Y GC M IN I I exist. son. man. I top=737.35 inv.=728.12 3 �.•— X � .�—'154.94' I vi =130' 33' 15" R =-68.60--r- — ��1=147.69' + C=123.53' \ / CB=NW37'31 "W k X------ X A=42.51' / — — — — A=76'0¢'52" = 429.59' R33.Cf0' T 5.05' ---'C=39.45' CB=N88'09' 18"E I H Estate of Naomi Poole Adams PIN #: 63—A— Zone: B-2 ' \ \ Use: Vacant I I I I L I I \ I I 1 I III \ I I I I I \ 1 ML:11 TRIAD ENGINEERING, INC S 0 �a t 0 N 00 0 Q N 1 L I 1 � I O C U 0 II 1 N � — O 4- U 41 0 0 o U d c! m o W C Of ; o 0 13 Y CD 0 V • U Z • W — ° w U LU 0 0 Z ?' QWZ — c) m� WZ(r) NN >3Q {.i.. �z<Z azJ:)0 ZV0N0W0 W -oig ONEZ(7i W o�W� �a NZZOZQ W WV = Z 3o O °g •Z�W J • J _ UZ_j>o V w nw? ZI]>Wrn W5Z WF-� Q Z (03-j 0WW 00 Z�U Z1 Q }' W Q � TH of GlP x U DENNIE D. DUNI:.AP III 9 No. 035809 t A � ti� sIONAL S�P PROFESSIONAL SEAL V Z to V♦^ Z Cn O_ O Of p U Z O Z CV O Z Er- - ^ V J Z ry X W LL1 Nye Drawing Number: C-3 PARKING ANALYSIS NOTES: ` -Off-street parking required for veterinary office per SITE STATISTICS 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE SPECIFIED. \ ` section 165-27(A) of the Frederick County Code: 2. ALL PROPOSED CURB RADII ARE TO BE 5 UNLESS OTHERWISE SPECIFIED. OWNER: 3. PROVIDE HANDICAP ACCESSIBLE ROUTE FROM HANDICAP CG-12A TO HANDICAP PARKING STALLS. -1 space per 250 sf..NAOMI POOLE ADAMS 4. ACCESSIBLE PATHS OF TRAVEL INCLUDING PARKING SPACES, LOADING SPACES, DOOR APPROACHES, RAMPS AND CURB RAMPS, SHALL COMPLY WITH THE 1996 VIRGINIA UNIFORM -Total parking required: 48 spaces 5223 12th STREET NORTH STATEWIDE BUILDING CODE, 1996 BOCA CHAPTER 11 AND 1992 ANSI A117.1. \ (2 of which must be handicapped accessible) i ARLINGTON, VA 22205 5. "LIGHTING PLAN INCLUDING FOOT-CANDLE READINGS AND A DETAIL OF THE POLE, FIXTURE, \ � AND BASE TO BE PROVIDED BY THE ARCHITECT AND APPROVED BY THE FREDERICK COUNTY STAFF. \ -Total parking provided: 50 spaces ZONING - B-2 6. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. \ \ (2) of which are "reserved" for handicapped use, A 7. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR \ 1 of these "reserved" spaces is "van accessible". B K DISTRICT - TAX MAP N0. 63-A-86C TO CONSTRUCTION. CONTACT MISS UTILITY OF VIRGINIA AT LEAST FORTY-EIGHT (48) HOURS PRIOR \ DEED BOOK NUMBER: 935-739 TO ANY EXCAVATION. \ \ -Loading spaces required: 1 LOT ACREAGE: 4.245 8. HANDICAP SIGNS SHALL BE PLACED AT ALL HANDICAP PARKING SPACES, PER ADA STANDARDS. \ 9. CONTRACTOR SHALL PROVIDE PROPER FIRE LANE SIGNAGE AND MARKING AS SHOWN TO MEET THE -Loading spaces provided: 1 THIS PROPERTY LIES OUTSIDE THE 100-YEAR REQUIREMENTS OF THE GOVERNING FIRE MARSHAL'S OFFICE AND THE FREDERICK COUNTY CODE. \ ` LFLOODPLAIN, BASED ON NAD27 DATA. 10. NO BUSINESS SIGNS ARE CURRENTLY PLANNED FOR THIS PROPERTY. 11. NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS SITE PLAN. 12. NO OUTDOOR TRASH RECEPTACLES PROPOSED WITH THIS SITE PLAN. ALL TRASH WILL BE TAKEN DIRECTLY TO APPROVED COLLECTION SITES BY KERNSTOWN CROSSING STAFF. 13. THERE ARE NO SIGNIFICANT ENVIRONMENTAL FEATURES LOCATED WITHIN THIS SITE. S53'50'02"E \� _ 5' -PARKING SETBACK B=2 ZONINGo 14.67 :• ,. N _ - • s \ A .. V A A.K . AVA. • A.4A . • • ' •• • 1 • .4 •• ♦ • .•• \ • • . ♦ ' • •• r •• • , �'.. • . --r+ • 4 , 217.67' INV.=738.50 L- \ 53.32' \EEO 01 C - _--� 718.80' - - - 14.67 17.75' J PA Q0 A.- 0'. (:A A.E Q l_,1 IN ••• (. A A•� F-AC I L T • � � R�JO" E1� _W A m I 'A •� • • • • • , • " , • • ' • . R=25' ' • 415.8 LF B" • 80.03' 1" TYPE "K" WATER L I 145.81 , ' . . • rA • ' + ' , •, LOADI G \ 10' . •' • . . •: •'• LOT • •'•: ' • • : '• ' • : '. POCK .♦ •'• KEN.' N'F- L • • 33.26' VETERINARY ' , . •, . , TRAINING A ' FACILITY •' •• '';• • " t ... . ,..:• : . r r• \ \ N �•�' I= AC I LI I T CG-12A ' \ \ \ Z\ o\ C -� 5 $ "NO PARKING" , \ �\ SIGNSTYP 20' c 9 91 CD 1 61 .5' t TYP.~ } I � 24,- - \ \ 51.82' \ ; L 'S S W ' ^' I I I I I I I I I � I I� I I �I � l / I /I IPROPOSED EAS MENT I 1p CMINUE 0 ST RMWATEF ENTION BASIN / I / I � I 20 STOR IV WATEIR i - - EATNT I I INV.-728. 0 (8" TIPE ® MAIN) -\ 11 L TRIAD ENGINEERING, INC. 0 A , 3 0 N d 00 0 1 I N Lj I U 00 C O 0 0 1 � _II N 0 '� U o U a`. cn J0 v CD CDo Y O+ 0 U F.E.S. #1 CD 0 � U / "•- !4' - MANH I E • • -ell' al I 20' SANITARY S ER EASEM NT I / I l 1 -6" WET TAP BY FC / WAT RLINE �/ 1 -6" GATE VALVE EAS ENT / I I fv 1 I 10.35' \\ 16 R= 0 23' - 22 - - R=25 R=12.5 - 21.7 ' /f- 47.69 \ / \ \ +loll, =123. \ -..--------- - - - - - - - - - - i C8= br4'37' W \ �\ \ \ •� 93.16' 0; BUILDING SETBACK (B-2 ZONING) \ \ \ F.E.S 43.68' --R=60' _ ' � .11,/ 36.56' R=25 2.83 _ F.E.S. �-.-R=25 F'#3 ' X o \ \ \ t3 rs•�� - - --..I S�rRe,r.K fR ZUN1.�L�� - _ . - .. - - -# _ - _ - - - _!� - - i A-4 51 ' \ 06'0 5 / \ A=17.48' N53047'22"'W R=12.5' =25 2 429.59' / R=12.5 R=3 / .05' // I -R=T30.00 C=39.45' i / ,� \ \ \ T=.8. 47' � CB=N88' 8"E CB=N57'38'35"W \ \ Hood Way -- -- -- -- -- -- -- -- -- - -- ---- -- -- - -- -- -- -- -- -- -- _i \ / BUILDING I I \ of of I' STO RM SEW ER SCHE D L E INFORMATION I I \ \ \ I I \ \ I I U FROM TO TYPE SIZE (in.) LENGTH (ft.) SLOPE M F.E.S. #2 F.E.S. #1 RCP CLV 18" 132.13 0.57 DITCH F.E.S. #2 DRAINH 12"x9" 70.57 0.50 FLUME #4 F.E.S. #3 RCP CLIII 18" 54.33 0.55 F.E.S. #6 F.E.S. #5 RCP CLIII 15" 55.84 0.98 • ♦ R=33' Rf45' � 24' / R=5�'. / //1/ Lco 1-F/ H ASSE:IufB N 1-6" :,AFE YAL E =25' •f 3 TOTAL FLOOR AREA: 79,564 s.f. \ TOTAL LOT AREA: 18 FLOOR AREA RATIO: I I r I i HEIGHTS: MAIN VET BLDG. 30' EQUINE VET BLDG. 23' I KENNEL RUNS 10' U , z w P U > V CD Z Qwz m� Ln Q z� >3s az-1DOY >Z<Z Z<ODOv_q z�� o Z rn�z0z= Ld ��L" ow z �a z g � <� .- afro _ •_jO Z W -41 mrt >0 P < �1� �oZ UZZj�>°o V =-,0 'ZW� ZZ� Q� ��a ZZ �w� a W 3m a0o wo a �WU 1 zO z w a ' O��w,TH of GlP U DENNIE D. DUNLAP HIP' No. 035809 IQ`1ONAL teiY�� PROFESSIONAL SEAL V Z V �II V ! O U Z -3: (n Z W Y z Q ^J CL LLJ () Drawing Number: C-4 � COARSE OLWO COARSE AGCRECAa•�CLASSa I ePwORIGINAL � ORlalNAL Te 2 CLASS RIPRAP V I I I I A "' I \ TRIAD ENGINEERING, INC. zo s' www.triaang.com Tz � aMIaNAL (EXCAVATED) I.15, FILTOi QATH\ CRQ1N0 (EXCAVATED) 12.0• FILTER CLOTH ETLII. I 1, CROSS SECTION OF OUTLET CROSS SECTION OF OUTLET \ \ I I I I I \ \ \ \ LENaTI OF BASw BOTTOM - So' LENGTH OF BASIN BOTTOM - SO' I \ I I I I I I MOTH OF BASIN BOTTOM - 25' MOTH OF BASIN BOTTOM - 25' 1E14Ti1 OF LOP 6 DRY S il OF - 7Y LENGTH OF TOP OF MY STORAGE - waTOP OF DRY STORAGE - 47' WDTH OF TOP OF DRY sTw,vs - Y' \ / CLASS I RIP -RAP CLASS I RIP -RAP _ \ \ � r a -r � AI DIVERSION DIKE IKE -1 tA e 2 1 l I \ E Aa�c„ `l Aar cn �OTH ���CLOTH VAnE EXCAVATED AREAA\ COARSE AGGREGATE SHALL BE woT /J /357 OR /6 COARSE AGGREGATE SHALL BE YOU /357 OR /6 II I I I to - 37 OI \ \ SEDIMENT TRAP #1 OUTLET SEDIMENT TRAP #2 OUTLET NOT TO SCALE NOT TO SCALE --- ; I \ \ / iny. i�7 .95 \ inJ. Outz�725.77 \ I +73Af5 \ I I I C9 N o 00 I �I\ 1 / \1 .\ / \�\ 1 \\1 I Z\\Z\\\• \, \\\I ' /\/\/\ \\ 0\ �\+G a\II/ \III I/ \/ l //\ \\\Z/ \ \ /\ //_ ' ,iI I 1 r �{ !—iIII /II I l / -/—-- //\— / /\ II1 II , —\/ -\/—\\—�\-/' -\ \/—/-/-—\-\ P-- ---- -1I / ". j��/ --- %/• • /!\.�r \i_ . •.\ w/ \/ �\\ \ •�\ I\ I \ \\`\ II ,/� / \ ,\�- � /9 \ _ \I 1 1 ► I 11I III I I 1IIII II I Ii lI4 1 ;I II iII III i1 II I1IfIl I o -0 3 UIag�o OUTLET 6 • � •A :'734.4 1 i+7-.Q75\\ cp Qz yo�� ' W�I3 = +735.2 ARY 3 INV.=7738.50 415.86\L 8 Ij CD rnI°nz> FF = 74Z Q zz357W4+ 354 I I f735.4 I ;\`\ � Uj (LZM 01 T# cl <� •Q�� oo zuaOTR75,.4 vil > Woa Nzz Vz0 LLOT 3 o WW =a4.245 C O.o�Q CC D� UZ2]>$F743.50 Xul wSIy\ C S 0 z1X> 1 ZJ Z wvD 01 �LLJ o 0cn w\\Woexist. son. > 751.6 sew m/h top=737.94 D inv. in=729.55 A { �yTH OF UDENNIE D. DUNLAP II9 No. 035809 751.9 747.6 BUILDIN BACK (B-2 ZONING) \inv.-73fi.99 � PROFESSIONAL SEAL \\\ \\\ OP \ 00 ppIp- ppp- CInop y/ Z — — _ — — 7/�/ i — — — — — — — — — — — — _ -- -- -- -- -- -- -- -- -- _--ALIJL--- ----------- --- --- --- - - — - i/ 1I inv.=739.28 III II I II I I[rIIm� d•u"TiI�' Z -- -- -- -- -- -- -- -- / inv.-744.760 LLJ rW exist. son. sew. m/h top=742.32 inv. in=732.59 v^ V�•�/ Zinv. out=732.41 \ I ILi \ \ I LJ \ ' I \ \ 1 I inv.=73 .77 \ I \ \ \ Drawing Number: C-5 1 � *MAINTAIN MIN. 2% GRADE TO DRAIN FROM EACH DIRECTION GRASS 0 2% NEENAH FOUNDRY R-7512-B1 OR APPROVED EQUIVALENT 2'x2' CONCRETE PAD 2'x2' CONCRE PAD F.F.=743.50 CASING I IIL "-INV.=741.00 IWIq I L -� FOOTING DETAILS & DEPTHS PER ARCHITECT CROSS-SECTION 2 OF 6" — — DIA. PVC IN _ = STEEL CASING PVC PIPE UNDER BUILDING DETAIL not to scale HANDICAP USE SIGN\ [3' (2) COATS 4" WIDE PAINT STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. 9, I 9, HANDICAPPED PARKING STALLS NOT TO SCALE -3000 PSI CONCRETE ©28 DAYS -MAX. SLUMP OF 4" -4-6% A.E. -BROOM FINISH W/W.W.F. BUILDING FACE OR LANDSCAPED AREA 6" VDOT EXPANSION 5 CG-6 JOINT � 1 5„ 1 ,04% 4• REVERSED GUTTER PAN d TO MATCH PAVEMENT SLOPE WHERE SHOWN / c o / 7 t 6" X 6" W.W.M. \ SUBGRADE COMPACTED 4" VDOT #21 -B AGGREGATE TO 95% OF STANDARD COMPACTED TO 95% OF PROCTOR DENSITY STANDARD PROCTOR DENSITY SIDEWALK DETAIL ALONG CURES CG-12A 4 a' AND GUTTER NOT TO SCALE AX. A —0" MIN. 3'-0" 5'-0" MIN. MIN. PERMISSIBLE CONSTRUCTION JOINT 18 6" ° 1 9Go A TANGENT PLAN CROSSWALK CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK (f) 7" WHERE STD. CG-3 OR CG-7 IS USED. 8'-0" STD. CG-2 6" 12:1 MAX. OR CG-6---, 20: 1—N SECTION A —A 5 DOWELS, 8" LONG 12" C—� SLOPE 10:1 MAXIMUM SECTION B—B oLpo o.o. LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. 4'-0" 48:1 MAX. PERMISSIBLE CONSTRUCTION JOINT NOTES ca THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. CROSSWALK SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BE CLASS A-4. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP (WITH BUFFER STRIP) FLOOR, MID —DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2 ". CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE —IN —PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR C:G-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. P E R P E N D I C U LA � CURB RAMP SPECIFICATION REFERENCE REV. 7/01 (ACCESS FOR MOBILITY IMPAIRMENTS) 105 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION CURB TOP = 735.28 GUTTER TOP = 734.94 CURB BOTTOM = 734.78 DRAIN BOTTOM = 734.19 -3000 PSI CONCRETE @28 DAYS -MAX. SLUMP OF 4" -4-6% A.E. Li U -BROOM FINISH W/W.W.F. Q 5' 0 z o 1.04% 4 , M • , f� 4" VDOT #21-B AGGREGATE COMPACTED TO 95% OF STANDARD 'PROCTOR DENSITY SUBGRADE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY CONC. SIDEWALK DETAIL NOT TO SCALE trench width as required concrete thrust block 6' dia. schedule 40 steel pipe filled with concrete and painted yellow 18' die s 1 concrete encasement TT 2 3 BOLLARD DETAIL direction of setting to be approved prior to Installation pad l'-6' sq. x 6' deep I 4' stone screw type adjustable stone I stone to be minimum valve box of 6' above top of base I L � locator marker �i/III • mechanical joint swivel tee with 6' branch CURB TOP = 734.94 GUTTER TOP = 734.61 CURB BOTTOM = 734.44 DRAIN BOTTOM = 733.84 FLUME DETAIL DE TRENCH DRAIN (not to scale — vertical dinnenstion exaggerated) concrete pad l'-6' sq. x 6' deep 4' screw type adjustable valve box location marker r ston thrust block I 136' min. e / I \ I valve megalugged agalugs to main —megalug r;FT•Y;Y'Z'T i r' rr i C s r;r r, ,r��rg,:;sN. E M.. 18" to 24" H'x 8-x ltr solla block (for valves 12' and larger) GATE VALVE Figure 8 Note: this detall is also used for butterfly valves CURB TOP PAVEMENT GUTTER BOTTOM TRENCH DRAIN BOTTOM 4• � z' r�avg e e e o e • e o e - _ •e - e . e: e. eo ee e� p ep•p. p. p. e. p. ♦ p, p. p. p. p p p o e The bMw may hde the curb and a ne aplian"a'af a an�bact«. 6 2 -� po� to tm � sd- wrfoa kwrrxe praT il; a miriinum depth d ii is lble: Comb. curb & gutter tawq a ro&us Th s nrb is to be used when c "9" lode curb tor« 0al�cmbiration ) dl is 40 MFH or Im on rrrai nghwys and 45 WN « r•as n dew IopW "ao and Tins item, may be prmosl or cost in Oom Cowete to be pass A3 it coo in piom 4000 PSI it precaet. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT Of TRANSPORTATION METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8')3/4' or 3/4" 18 In. Dla. Non -Traffic M32C-PW Traffic A32HH - T 1' 241n. Dla. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC30 (Frame) WITH RML-12-T (Top Lid) varies as required corporation sip 18'-21' 3' stone bedding surrounding box 1 • 38' min. 45° 8'I min. L type K copper tubing, continuous without joints from water main main to meter METER SETTING PARTS meter size Yoke angle yoke ball valve angle check valve expansion wheel R'5M`x314' Y502 BA94-224W HHCA91-323-TV & C8434 EC-23 3/4' 503 M91323W & c84-34 HHCA91-323-TV & C8434 EC-23 1' Y5041 BA94-444W HHCA94-444•TV EC-4 treated 2'x 4' with top 6' painted blue meter cover set 2" above fin. grade prior to sodding 8„ meter by F.C.SA. �h meter box — I angle heck valve with drain valve an le yoke ball vaHe LJ 21t. 6' stone bedding curb & gutter INSTALLATION NOTES: I " sidewalk 1. Exact location of meter box assemblyto be approved prior to Installation. — — 2. Water service crossing street shall be 11 K� encased In 3' dia. SCH40 PVC or M copper SDR21 piping. The piping shall run from one foot beyond sidewalk, across the a1 street, to one foot beyond sidewalk. 1X 1"TEE (T444 444) DUAL METER INSTALLATION 5/8"x3/40, 3/4" & 1" METER INSTALLATION Figure 5 M TRIAD ENGINEERING, INC. www.triodena.com m S C 0 C0 0 a U N 0 0 0 0 o N I U N 0 C 0 U (V o N C y O C o U a U 11 V) o Q v U o, J ca C v 0 a N 0 a� U • U Z w tY D w U � > a J tn U�tn O rss Z " QZz 7 N co w Q Z >3a_ "foZv�>Z� aZJD01 N Z)W o-z0 o W of a z wUOu0 ZwOZzZ og •Z� Z= dS CY or J • JO_ W U V I'w` �S r= Z,> UUo •Z=�>�� Z z� z gWNUF'trp W 3m aI_0 win I Z(w7U ZIn Q }• w Q D OLTH p� U DENNIE D. DUNLe III9 No. 035809 r `O ��sIONAL PROFESSIONAL SEAL V Z r� V / _ Q V O LJ U Z O Z � U O V / � Z � W U Drawing Number: C-6 EROSION CONTROL NOTES: 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE WITH THE APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED TO STANDARDS AND SPECIFICATIONS OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. 3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. 7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 11. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D. MULCH - CHOPPED STRAW AT RATE OF 2 TONE PER ACRE AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30 BALES PER ACRE. TEMPORARY DIVERSION DIKE Compacted Soil 1a" min. l I I l l l i l t Flow 4.5' min_ TEMPORARY SEED NG r PLANTING DATES: SPECIES SEPT. 1 - FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET (SETARIA ITALICA) RATE IN LBS. PER ACRE 50 -100 Ibs. / acre 50% 50% 60 - 100lbs. / acre 100% 50lbs. / acre 100% PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 Ibs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 Ibs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3: 1) 150 Ibs. / acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH**** 14% SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. ** SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. IF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. **** WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. OUTLET PROTECTION DIMENSIONS OUTFALL FROM STR. Do DISCHARGE D50 La W F.E.S. #1 18" 6.23 CFS 6" 56 4v F.E.S. #3 18" 3.60 CFS 6" 5' 4' F.E.S. #5 15" 1.46 CFS 6" 5' 4' 10 cm ANCHORS (4 in) LANDLOK® OR PYRAMAT® (OR EQUAL) 10 cm TURF REINFORCEMENT MAT - (4 in) I I= I = I I -III= I l i=1 I I1 I I1 I I1 I I1 I I III1 I I1 I I1 I I III NOTES: 1. INSTALL LANDLOK® OR PYRAMATO TURF REINFORCEMENT MAT (OR EQUAL) AND SOIL FILL (OPTIONAL) 2. SECURE LONGITUDINAL ANCHOR TRENCH AT 30 cm (1 ft) INTERVALS, BACKFILL AND COMPACT SOIL Please note that the information presented herein is general information only. It is ® for conceptual use only and not intended to be used for construction. While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professional examination and verification f0/�l of its suitability, applicability and accuracy. Construction Civil Engineering Products Group Z-\ Longitudinal Anchor Trench 4019 Industry Drive Chattanooga, TIJ 37416 0 Date: IDrown Scale: 1 Phone: 1-800-FIX-SOIL Far: 1-423-485-9068 Rev Date 6 10 98 By: DLH NTS 1 FILENAME longitudinal Anchor Trench a WATER FLOW O ,o•,o o• O a o` O o .o. + O a o _u- �- ^fir f.... J f 30 cm (12 in) 30 cm _ (12 in) - 15 cm -' (6 in) NOTES: 1. SECURE AT 30 cm (1 ft) INTERVALS, BACKFILL AND COMPACT SOIL Please note that the information presented herein is general information only. It is ® for conceptual use only and not ilAinded to be used for construction. While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professional examination and verification of its suitability, applicability and accuracy. Construction *Civil Engineering Products Group 0 Initial Anchor Trench Detail 4019 Industry Drive Chattanooga, TN 37418 0 Data: rawn Scale: Phone: 1-WO-FIX-SOIL Fax: 1-423-4a5-9068 1 Rev Date 6 g 98 BY: DLH NTS 1 rILLWAU Initial Anchor Trench a STONE CONSTRUCTION ENTRANCE 70' MIN, EXISTING 1 A 3, PAVEMENT 5:1 0-maaoammo FILTER CLOTH-"'6" MIN. A MOUNTABLE) BERM CDPTIONAL SIDE ELEVATION EXISTING GROUND 70' MIN. B WASHRACK 10' MIN. (OPTIONAL) -1 12, MIN. 10' MIN. EXISTING PAVEMENT VDOT Nl I ~� POSITIVE DRAINAGE IN. COURSE AGGREGATE g TO NT I TRAPPINGEDEVICE • MUST EXTEND FULL WIDTH OF AND EGRESS PLAN VIEW OPERATIONS 12' MIN. 3" MIN. 3' MIN. FILTER CLOTH SECTION A -A 6'-7' r• REINFORCED CONCRETE ➢RAIN SPACE SECTION B-B PIPE OUTLET CONDITIONS e N SECTION A -A 'IPE OUTLET TO FLAT LREA WITH NO DEFINED ;HANNEL L a 0 x d 7- FILTER CLOTH - KEY IN 6'-9": RECOMMENDED FOR ENTIRE PERI ESTER L 3d0 (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL u 7 d SECTION A -A (-- FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERDD?1'SR NOTES: 1. APRON LINING MAY RE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18- 4. 3. d = 1.5 TOLES THE MAXIMUM SWINE DIAYEI'ER, BUT NOT LESS THAN 6 INCHES. SOURCE: ADAPTED from 19U IIariland Standards for Soil erosion and Sediment Conhol, and Va. DSWC Plate 3.02-1 Source: Va. DSWC 15 cxn (6 in) NOTES: 1. SECURE AT 30 crrl (1 ft) INTERVALS, BACKFILL AND COMPACT SOIL Please note that the information presented herein is general information only. It is ® for conceptual use only and not intended to be used for construction. While every effort has been made to ensure its accuracy, this information should not be used /�/► for a specific application without independent professional examination and verification !UV of its suitability, applicability and accuracy. Construction•Civil Engineering Products Group Intermittent Check Slot 4019 Industry Drive Chattanooga, IN 37416 0 Date: Scale; Phone: 1-800-FIX-SOIL Fax: 1-423-485-9068 1 Rev Date 6 8 98 rZwn DLH NTS 1 rx2Jx u InLrrnnxsnl unsex ]tat a 0.9 m (3 ft) AL 0.9 m (3 ft) ♦ 1.8m(6ft) NOTES: 1. PLACE 1.2 ANCHORS / m' (1 ANCHOR I Yd') FOR SLOPES FLATTER THAN 3H : 1V 2. U - SHAPED WIRE STAPLES, METAL GEOTEXTILE PINS, TRIANGULAR WOODEN OR PLASTIC STAKES CAN BE USED TO ANCHOR TRMs TO THE GROUND SURFACE Please note that the information presented herein is general information only. It is for conceptual use only and not intended to be used for construction. While every effort has been made to ensure its accuracy, this information should not be used for a specific application without independent professional examination and verification of its suitability, applicability and accuracy. ® AlAnchor Pattern for A Slopes Flatter than 3H:1 V Construction sCivil Engineering Products GroupNav Date 4019 Industry DriveDate: rawn tale: 1 Chattanooga, TN 37416 Phone: 1-800-FIX-SOIL Fax: 1-423-495-GW 6 8 98 DLH NTS 1 ILLNAML Anchor Pattern la CONSTRUCTION OF A SILT FENCE (WI TH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. � FLOW IG EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE SIL T FENCE C UL VER T INLE T PROTECTION ENDWALL _V T - TOE OF FILL � � I� I � CULVERT I I I I I I /a-a� - - - - - - - - - - - TOE OF FILL o a i SILT FENCE +► ` o DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINA TION FLOW 2.5' •VDOT #3, J357, #5, #58 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Sfondard Shwh and Va. DSWC PLATE. 3.08-1 SIL T FENCE DR OP INLE T PROTECTION 2 X 4' WOOD FRAME T AX. 1.5 �- 1111 STAKE DROP INLET MIN IME GATHER EXCESS AT CORNERS -tom -------� PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION I 1' MIN, 11111 lJ DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. Plate 3.18-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Harriers for Sediment Control, PIATE. 3,05-1 SOURCE: N.C. Erosion and Sediment Control PlMAW and Design Manual. 1988 Smffid k 1yal L TRIAD ENGINEERING, INC. www.triodeno.com S a IF 0 3 0 N 0 'q o I o 0 N L) Q O 1 o U o 0 C 0 O M 1 a) C O -- O 4- c v O O L U � T In C Y Q C N a:' 0� � U U Z w D_ U Q ^w > V Zqf �ZH D Q z> QwQ m� W2azM I..L >3a aZJ'O� c�zi2 Z<ONO00 W�.XI 'W "nv0 w(9p0QW (I zz Uz ZoclgZn T.j .SOW Ad rn »QF-aQ 0 �az� Uz-0J:"00 wow ezjX>>W0 Z ZZ� gwuU�'o 1W 3m a00 Wa I O0, U Z _z Q } w aD �. N OF D� O���L� �f `z v DENNIE D. DUNLAP III a No. 035809 �SIONAL E PROFESSIONAL SEAL V N Z o V J � W O Q U Z Q Z V) UJ O E- O V) Z Z U 88 Drawing Number: C-7 PLATE 3.07-1