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HomeMy WebLinkAbout03-00 Signet Screen Printing - Stonewall - Backfile,w B 0 0 0 C11 O C' CU Lb GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP t� ' Z EXISTING INTERMEDIATE CONTOUR - - -- -- -- �- --332 - - --- -- -' SCALE 1 "= 1000' � 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 - W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDIOT) Road and Bridge Specifications, and Standards, The Virginia Erosion W detention basins during and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 EX E/P 2. Measures to control erosion and siltation, including ponds serving as silt construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT Z must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT �.� !■� Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER ---- ---- ------ EX C&G - ---�/ ---- ----- -- �� 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. PROP C&G N (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER � t W a � V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 TRANS. CG-6R � Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is sha It4. I lLO l be in accordance with the current edition of VDOT's CALCULATIONS: Ln 4La 11A 4 SHEET AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE Baltimore, MD 21297 Winchester, VA 22604 FREDERICK NOTES: I. ALL 516NA6E FOR THIS 51TE SHALL CONFORM TO THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORD I NANO E 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 3. THERE ARE NO STEEP SLOPES, WOODLAND5, FLOODPLAIN5, WETLANDS, SINKHOLES, STREAMS, DRAINAGE WAYS OR OTHER SIGNIFICANT ENVIRONMENTAL FEATURES ON THI5 SITE. 4. FINAL LOCATION OF G6-12 RAMPS TO BE DETERMINED BY VDOT FIELD INSPECTOR. 5. ENTRANCE TO BE BUILT TO MEET VOOT G6-II STANDARDS. (b. EXTERIOR DOWNCAST LIGHTING SHALL BE NR6-31X BY HUBBLE OR APPROVED EQUAL. ALL EXTERIOR LIGHTING SHALL BE AIMED 50 THAT LIGHT DOES NOT SPILL ONTO ADJOINING PROPERTIES. 7. VDOT 15 NOT RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT POND. 5. A LAND DISTURBANCE PERMIT 15 REQUIRED PRIOR TO BEGINNING ANY GRADING ON THI5 SITE. POND. CULVERT A ANALYSIS DRAINAGE AREA= 7.q AG / -- 22 0 010 CF5 CAPAGITY=27.0 GFS / 1 r f ! f 'O� RF50UE OF T.M. 54-A-q7F_.. KIME9L--6-.1IF ,,�OX DB 67/ P6 7/0 ,- f / ZONE. B2 U5E: VACANT / /6.47 ACRE5 REMAINING ,f ' Or SUBTRACTION) r RETAINING WALL "PUMPSTER / (SEE ARCH PLANS) r PAD l V/ �- �� ENCL05URE " .� 1R5'� 41.51'O W - 235.00' 825 82 / IRS 2. TYPE B STRIPING CONSISTS OF A SOLID 4" WIDE STRIPE. 7 — — —_ 5' PARKING SETBACK DOOR (TYP) : 76 U► 0 Nye I 54-((8))-24 !/ 4 1 �— NEW TAX PARCEL �q2 12'X50' LOADING / 77 O.G7g8 ACRE r �, 7q2 OT 24 SPADE // \ o �O / ate•, `1 I �,� 10,000 SF BLDG _ _ 1 Off% i® \� OFFIgES �/ / / G/0 / I. r / LIMITS OF ' L f G/0 DISTURBANCE ' ` ( I EMBROIDERY RONF. RM / LAMINATING RM f EA EMENT �\ LOBBY/RECEPT/ % / / 0 t 1 ' ` I H/G PA KING SIGNS�� 1 PROP 5' GO G 5/W 125.0' 3 8 9/ / w Lu 82g PROP G -2 6 b 8 6 62 82 PRO WH L5T0 2 / / I z 2 =5' 82 / 820 3 2 822 622 822 818 \ s 2 CURB 0 cu Lcl M 3 N C) Q cn r- CU cu L]' Z_ Er W W Z H Z w a) c m cn r- (U Q M U) LL- CD PAVEMENT STRIPING NOTES: I. TYPE A STRIPING CONSISTS OF 4" WIDE WHITE STRIPES WITH A 2 FT. STRIPE AND A 4 FT GAP CURVE RAD1U5 LE46TH TAN6ENT CHORD 015T CHORD SEARING DELTA Cl 375.00' 71.g7' 36.10, 7/.86' N 40'4456' E 10'5g4q' C5 ".00' 14.25' 7.12' 14.25' N 44'5373' E 02 °43'16' C6 25.00' 37.33' 23.14' 33.g6' N M 0/62q' E 6503346' C7 665.00' 24052' 12154' 23g.21' 5 40'5257- E 20'4321- G6-bR DEPRESSED GUTTER STRIPED AREA HANDICAPPED SYMBOLS 8' VAN ACCESSIBLE SPACE FOR REGULAR SPACE IHANDIGAPPED PARKING DETAIL N.T.S. W W Z W O CO ,n CO cv It a M I rn W b-0 Cq 0I W 0 4� a o� �y o a � W co O --J— Ul a _ _ 1 Z FGSP` ' PP EXTEND W/M I JOINT 1 LENGTH BEYOND TEE 1 FIRE HYD T I -8"X6" TEE 1-6" 6V IR5 11 y -O' I I PROP 6 W/M EASEMENT LIMITS OF 015TURBANGE I I 111i IRS 15 STM 5EW EASEM� DEDICATED TO COMM. OF VA AREA TO BE� G ` DEDICATED TO �V COMM. OF VA 4 EXTEND 56" RGP T.M. 54-0))-42 K. G. HENR7 , ET UX DB 80/ PG 445 LOT 42 ZONE: B2 U5E: VACANT � � f/�� w�.'�n•• 54�..1 UQ lK zO z Q z Q (L O z 5 Z w w uw- (L (L O W A a O O O 0 U S. BADER No 025704 �s jONAL L:7�J z W W CC N W Z N DATE: 12/15/99 1 SCALE: 1"=20' DESIGNED BY: CB JOB NO. 2427 SHEET 2 OF 5 m U C) 0 0 CAJ CU 6 0 in 0 c c 0 C" 0 cn J w r` Cll V CU c� z w w z C) z w / a.) c vl U) r` Cu Q Cu W W v_ D O 7 516NET 5GREEN PRINTIN6 EROSION AND SEDIMENT CONTROL NARRATIVE Description: This project proposes develop one lot within the Henry Business Park. This lot has on area of O.qB acres. The total area to be disturbed by this project is approximately 1.44 acres. Date of construction: Gonstruction will begin following plan approval and will take approximately one (1) year to complete. Existing site conditions: The area to be disturbed under this plan is currently vacant pasture land. Adjacent areas: This project is bounded on the north and east by Fort Gollier Road and on the south and west by the reminder of the Henry Business Park which is vacant. Soils information: The existing soil conditions were obtained from the USDA Soils Survey. The listed soil type for this site is pits, quarries and dumps, therefore no soil information is available for the area. Critical areas: There are no critical areas on this site. Erosion and sediment control measures: Control of erosion and sedimentation for this site shall be achieved by installing the following. I. Construction entrance. 2. Diversion dikes. 3. Temporary sediment trap. 4. Outlet protection. Permanent stabilization: Once construction is complete, all disturbed areas not built upon or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding and a blanket of straw shall be applied to the topsoil. Stormwater management: A stormwater management pond is proposed for this project. The pond is to be excavated in the northern corner of the site. The existing 36" culvert under Fort Collier Road will serve as the control structure for this pond. Maintenance Program: The erosion and sediment control measures installed on the site shall be maintained by performing the following. I. The site superintendent shall inspect all erosion and sediment control devices after each rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be repaired or improved immediately. 2 The site superintendent shall inspect daily the areas construction activity to insure erosion control effectiveness. Additional measures shall be installed immediately where deficiencies are found. 3. Permanent erosion control measures include the installation of rip rap at storm sewer outfolls and the establishment of grass on exposed surfaces disturbed in the construction process. Erosion and sediment control program I. Hold pre construction meeting on site. 2. Install construction entrance with wash rack. 3. Glear and grub the areas necessary for installation of the diversion dike. 4. Rough grade the pond and install the sediment trap. 5. Grade the site, install the driveway culvert inlet and outlet protection. 6. Fine grade and install the parking lot subbase and base paving. Temporary soil stabilization shall be applied to all disturbed areas within 14 days if the area is to remain dormant for more than 21 days. 7. After approval by the inspector, remove the temporary control devices and stabilize the areas disturbed during removal. Note: Frederick County and VDOT retains the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and the environment. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. _ 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. _ 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secal cereale Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (Loliium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. LAND5GAPE 5GHEDULE: % SYMBOL. OTY. BOTANIGAL NAME COMMON NAME SIZE (MIN.) 5PAGIN6 GONT. 10-4 GPI NOPK ® 12 G2UERGUS RUBRUM NORTHERN RED OAK 2-1/2" GAL. AS SHO,Wt;I B4 B REENIN6 2 6LEDIT51A TRIAGONTHOS SHADEMASTER LOGUST 1-1/2" GAL. , ./ 10' O.G. 54 B 50JENIN6 4 83 TAXUS GUSPIDATA JAPANESE YEW 3%Wf 3' O.G. B$B SGREBNIZI� - NOTE: ALL PLANT SIZES REFER TO THE HEIGHT ORS1ZFOF­-PLANT AT TIME OF PLANTING. NOTE: A LAND DISTURBANGE PERMIT IS REQUIRED PRIOR TO BEGINNIN6 ANY GRADING ON TH15 SITE. SEDIMENT TRAP COMPUTATIONS TRAMP NO. AREA AC. STORAGE REQUIRED CU.FT. STORAGE PROVIDED CU.FT. BASIN DIMENSIONS TRAP DIMENSIONS CLEAN OUT DEPTH FT. L FT. W FT. D FT. L FT. W FT. H FT. 1 2.6 9,407 9,600 160 15 4.0 16.0 3.0 3.0 2.0 "I ITS OF URBANGE N N 41051 NO'TEs SEE DRAINA 11E DIVIDE MAP FOR OwnNUATOF DIVER 110N KEG OUTLET PROTECTION SIZING STRUCTURE NUMBER APRON LENGTH APRON WIDTH D50 (FT) 2 10' 6' 0.5 r 1DD ! c7F Tt-1. 5-4-A-17E OB 671 PG 710 Ohl c : c "_ , . 1E,.47 ACR 5 REMAIWi,t _ (pY 5r BTRACTION) f, RETAINING 1WALL /DUMPSTER (SEE ARCH PLANS) \ _ PAD YV/_ EROSION/SEDIMENT CONTROL LE6END NO. KEY SYMBOL DE56RIPTION 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF X X A SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 ®I ® CULVERT INLET PROTECTION 3.0q O DD D TEMPORARY DIVERSION DIKE 3.10 FDA TEMPORARY FILL DIVERSION 3.12 ® �.�.� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP O ® OUTLET PROTECTION �.18 20 GD �' --, -- CHECK DAMS �33 O --�- SODDING ,338 O 0-0-0 TREE PROTECTION LGG LIMITS OF CLEARING 4 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START / LLItV I I I VlL 1 VI V./ FIRE HYD 1-8"X6" TEE 1-6"_6V 5 1-81, 6V �rn 3� GONN TO EX e" W 4 !!!THIS SHEET FOR EROSION GONTROL AND LANDSGAFING) ONLY!!! K. G. NENR7', ET UX L%B 1�30i pc_ 445 �i%T 4Z ZONE. 52 t 5E. vas ,1AWT 0 Z W W Z W Im O O U-) aJ C�\1 � ato N bb I rn Z x to� a� 0 LU � L0 a 0 E. .�, A O O a$.4 o w rn w z ZZ O -1 V) �- 5� z a� IY CL mo'l�' C AUS S. BADER b N . 25 04 �0 S �s IONAL 0 13 pin zz_ Q Z IL Z �:-- 0 Z �� W �Z W Zo cc aw rz) � H W LIJ O Z D5 O w H DATE: 12/15/99 SCALE: 1"=20' Z E-4 0 r--a r-1 F-1 Q Z ��D �o wx O Q-' I� DESIGNED BY: CB JOB NO. 2427 SHEET 3 OF x I eoncrsls pod 1'4' n x 6' deep saw type aquetabte vole box locator peg 8rrbt 18' to 24' Node corwete thrust block Jr min. Yahw megak"ed to make 81x ex 16, wild Nod (for vales 12' and brger) GATE VALVE Figure 8 r do. schedule 40 'sive! pipe tiled concrete arid pointedle �\ 4k ;fps �=f concrato 1111M DLTAIL direction of soffing to be qwfowd prior to inwfailk&n too IIwines mechm" joint eww tee mith 6• branch METER BOX and COVER STONE CONSTRUCTION ENTRANCE METER BOX (S= Nat.) METER sox COVETt 18 In. lxa. M32C-PW A32HH - T 24 in. Diu. MC-30 (From•) WRH RML-1-T (Tap Ud) 70' MIN. MC-30 (Frame) W!I11 RNL-12-T (Top Ud) Nate: 1/2" thick polyethelene plastic 30" deep A (vertical crush strength shalf exceed 30M pounds) treated 2'x 4' eRh al 01;1'j1'11jq11j va.�s � �� :!"OPgrade � -T FILTER CLOTH 6" MIN. A 9 � SIDE ELEVATION 1� COr sbop 3. A �ng 1e•-21' gFC,box EXISTING 1 surrounding box GROUND 70' MIN. 36•minIc n vaVolvoe B WASHRACK 10' MIN. 8"min.0 (OPTIONAL) K dn5di. c�oYn,6�niwue mofn ~ i meterm 6• 2 fL 12' MIN* stone bedding I N] MUERa,pSNETTING PARTS s'Iin el. Yoke ball v t. agVon = 3/4 S/•13/4 Y502 84114-223W IMCAN-323TD-G EC-23 1- 3/4' Y514 W64-344w M!IG1 4-3VITO-C W-23 1' 1' Y504 BMK-M14W HHdai4-44— G I raRlorl to meter +offing as required POSITIVE DRAINAGE curb do gutterVDOT 01 COURSE TO SEDIMENT Strsst AGGREGATE 9 TRAPPING DEVICE * MUST EXTEND FULL WIDTH OF .. R:11 INl.RFCC ANn G(Y?GCC nPI7PAT1niJ IMALIATM NOTES: _=ekbwalk: F 1. Exact location or meter box oMembly to be approved prior to inehaAotion. _,. _...—.._ 2. Woter service street shall be • 1" encosed in 2" dlo. SCH40 PVC or _y M Ii . MooPPo�. SDR21 plping. The piping shol run from 3/4" I:M K one toot beyond s11 k, acre= the for street, to one foot beyond sidewak dmto•o rn6o ne 1'x3/4 DUAL METER INSTALLATION 5/8", 3/4" & 1" METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 SDR I by4r bWW /- SUR bee za. r FILTER CLOTH 12' MIN. SECTION A —A SET TREE LEVEL • PLUMB- -STRAIGHTEN ~ %' REQUIRED.AFTER SETTLEMENT IF =fM N •' • '•• BALL ABOVE1 ~ H,r GRADE EXISTING �4 I M hH PAVEMENT r. hJENCASE WIRE AROUND TRUNCK IN BLACK RUBBER HOSE. SECURE AT HEIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE ""'MOUNTABLE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE BERM (OPTIONAL) AND/OR REMOVE WIRE BASKET FROM BALL h, rY WIRE #12 GAUGE ^�^�AI►�wy� DOUBLE SHREDDED HARDWOOD �IL SAUCER /0.�RON"Nf/■■0, • PAVEMENT BACKFILL ....... , GHTLY COMPACTED SETTLING MOUND 1 MIN.- REINFORCED CONCRETE SECTION B—B `'DRAIN SPACE ESD-3D2 TEMPORARY DIVERSION DIKE —�COMPACTED SOIL FLOW FIRE HYDRANT ASSEMBLY GRAVITY SEWER SERVICE LATERAL Figure 9 Figure 15 4" REINFORCED CONCRETE 3000 PSI Non -Traffic TraNlc 4" SUBBASE (21-A STONE) Non -Traffic T,arRc � eo.t von eleanout cop ehh bra" plug WIDTH VARIES h a oounterwmk are head P a Model PA4SV-"c`rl'c (4•) SEE SITE PLAN Pon"a Model PA6SV-CSK (61 1 /4" = 1' •:,. •'.; I 4" �:d. .a •. •• •: 20 x4�x ,z j:d pod -Lit4" - - - I aggregate wee i-I -III-III=III-I i I -III -I I I- (depth3- ) =1 I I —III —I I I� I I—III—III=1 doonoul pipe y COMPACTED SUBGRADE (90% DENSITY) sr ov MR=ser ma wo --4Sband CONCRETE SIDEWALK DETAIL (NOT TO SCALE) e- .tonne be" �— PAVEMENT----�.— NOTE : Where�e,,�y, of service lateral to axnede 7W a deonou{ o=embly shell be fumished of the 2' CURB CUT property line. CG�. R^-2'. 2' T VDOT SPEC. "' 414.03, CL. I, SEWER CLEANOUT Figure 17 TYPE A TYPE I SCUPPER DETAIL SCUPPERI NOT TO SCALE WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 8� CLASS A-3 CONCRETE 6" BASE 21—A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-1 METHOD) .5 # 3" MIN. TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) RUBBER HOSE GUY WIRE #12 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2' DOUBLE SHREDDED HARDWOOD MULCH/3- SAUCER. PLACE TOP 1/8-OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WARE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1 /2" CALIPER TREE1 (NOT TO SCALE) TEMPORARY SEDIMENT TRAP %'2rWA W W W O CO 0 I 02 t a CD z x CV to � W �� W P, to U '—' .Lo4 0) " f:r F•r •5 IV O Ill PN � $4 w U3 z Am or 2 72"W 1' VARIES• ---- a- N .�"_E .� �---- ; �1--`..�_" - - -- --- i• �- VARIES' CLASS I r -----� ,Q t..a- `EX ORIGINAL R-25 00 1 a3 �.....�..._r - '-� / '0 RIPRAP GROUND L�,a:�� �- w w `� w ELEVATION EX L=39.78 1.0' Ex w/VMR ' ! tJ VARIES';'; N :� 67 CU. YD./ACRE }+ V.! r'j �� ''1' .: �) r� r•• !' C• r.. ',�• ...i +t� Ci I ' I fly, 67 CU. YD./ACRE i I r%•d•%.4MPAVATED). Rj �(EXCFILTER CLOTH `�[iy CLAUS S. BADER' \ GROUND 4? rLO AGGREGATE' r.!27.7VCOARSE ELEVATION T ' Sa r f• I it 1� '��`I "d N0 2 %04 CROSS SECTION OF OUTLET - -- �'f4+�• '� j - �ti tY:''y� I P� i �S' �~ ZONAL FILTER CLOTH 16' A 16" LENGTH (IN FEET) _ DIVERSION 6 x DRAINAGE AREA DIKE (IN AC.} y"' .••' 5.3' 2-24" #6 REBARS �: •. FOR WHEEL STOP CLASS I RIPRAP 1 11 11 1 11 Ir v 11 ll r ll ll l i ��i�� �i�� i SECTION A —A 1 I I11III111�I�������I�;rl r�i�ilr;�l�li;�r1� rIi �11 1 1I irr�tlr �lr;r► WHEEL STOP DETAIL ��/ 1I11 IlI 1► 1 r NOT TO SCALE / /_j ONSITE TYPICAL PAVEMENT SECTION '_�EXCAVATED_�� NOT TO SCALE AREA COARSE AGGREGATE" HEAVY PAVEMENT SECTION OUTLET (PERSPECTIVE VIEW) "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ESD-313 1.5" SM-12.5A SURFACE COURSE 3" BM-25.0 BASE COURSE 8" SUBBASE VDOT STD. GR-21 A COMPACTED SUBGRADE j m m I- - 1 (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 1"X4'X4'-8" SLATS 2-FINISH NAIL AT TOP AND BOTTOM' 00 ONSITE TYPICAL PAVEMENT SECTION 2"X4"X4' BEAMS. TOE NAIL TO POST 4"X4"X8' POSTS TRASH DUMPSTER PAD I ,ZS•n 4•-0 • 11, 1\1 I J k Y A Al (NOT TO SCALE) NOTES: 1. PRESERVATIVE STAIN ON ALL WOOD. ' "'il AII COLOR TO MATCH THAT OF BLDG. b 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. $ COMPACTED GRAVEL — T DUMPSTER ENCLOSURE DETAIL NOT TO SCALE LIGHT PAVEMENT SECTION 2" SM-12.5A SURFACE COURSE 1 ••' •I' •• •• ••' fr' •' • •• s SUBBASE VDOTD -COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OP11MUM MOISTURE CONTENT 1.METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT i"-2 100 ` 1J1UIDE MAP / r �_ `7Q LOT .A Zito so 0 z Z Q z I� E-I ~E z W ��D Q cc l� � �O Q zU W O w H E W Q Z H DATE: 12/15/99 SCALE: AS SHOWN DESIGNED BY: CB JOB NO. 2427 SHEET 4 OF S' m U CD CD 0 0i CT) CV lf7 V tD T rD OD F_ Q7 3 1] CV CD W 0 t� CNJ v C"i Z_ f2 W U-1 Z CD Z UJ i CD c t� cn I CAJ V (L ern Li E P -nI 18.0' EX. PVMT. r 5EGT. r M VARIESi 12' .0' X MILL 12"A-1/2' rn TIE: IN JOINT PROP. PVMT. SEGTION 1-1/2" - SM-12.5A 5" - BM-25.0 8" - 21-B 2, i 41 <3-1 A�'. I I/^lt-fitX EXTEND 21-13 I' BEYOND BACK OF CURB TYPICAL SECTION FT. COLLIER RD . NI DEN I N6 NOT TO 5GALE (Radius to ins os T+ I shown an plans) �(L St'd CG-12 \ p B Sidewalk B' CL of I side I Note: Width 'B' 2'0" or as shown on typical section. p Street approach) some surfacing as matinllne A roadwoy. jARad1d CombMatir curb and gutter ( St'd. Ctr B) (Radlus to be as shown an plans) L Optland Flow Lin Expana Int Mainline roadway PLAN VIEW ■ Construct grade changes with a palrabolie curve. 10' Parabolic: Curve Edge of shoulder 8% Max. Slope Chong ■ D or Optional Flow Line D Mainline Roadway 8% Max. D J Slope Change IN D Min forStreet Connection 5. Min.940' 20' Deskable for Commerical Entrance SECTION A - A Guidelines for Grode Change D Entrance Colume Desirobles Maximum High (more than 1500 VPD) 0 % 3 X Medium 1500-1SW WO) S3 R 8 9 Low (less than 500 VPD) SO X B 1[ 2' 2' �44, • 1 Clap A3 (H.ES.) a. �•�• . ' 'a •• Concrete REFQE7ICE CMNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES CONSTRUCTION JOINT MIN. PAY LINE CG -12 PAY LANE CCr11 VANE A:._� �eO: vAR 1 wN RADIAL PLAN 5.r BARS Is 1Y oc MINIMUM CONCRETE COVER 1 1/2- A MIN. CONSTRUCTION JOINT CONSTRUCTION AA�R� ��R�� B VI*WIJ-1C OR SP X L ' �ve • • ae � = B ' f ,J I I Be A TANGENT PLAN SECTION C-C When St'd OG-11 Is used for entrortces built In rxn tlon with VOOT pro)ects, please "at.. follourng: -Mdlnilne pawmrtt shall be constructed to the R/W Rne (exicept any subgrade stabilization required for mainline pavernant which can be omitted In the entrrlos.) ♦ Radial curb or combination curb and gutter shall not he constructed beyond the R/W Ihte except for reploaement purpaees. When used In conycUan with Standard CID-3 r CG-7, the curb face m thle Standard Is to be adjusted to match the mountable curb conMguratlon. See Standard C G-12 fr Curb Ramp design to be used with thin Standard When the entrmos radR cannot accornodats the tumhg regttlmtenL of anticlipated heavy truck tmf"c, carteldes Von ahadd be given to Increasing the depth of od)ocent proposed eldewalk to 7 Inches • Optland Howllns may be used for antrmws In Out sections. Optlond MowNM may squire warping of a prom of gutter to preclude ponding of water. TAPER CURB HEIGHT DO TO 0 AT THIS POINT OR A CONTINUE AT FULL HEIGHT zw WHERE APPLICABLE 5'xfr BARS 0 12' OC MINIMUM CONCRETE VAR. WIDTH SIDEWALK COVEN 1 1/2• j""`� 'o°O °"° OR SIDEWALK SPACE , �Q,3r CONSTRUCTION�PERMMSOL '� e TYPICAL ALTERNATE RADIAL PLAN * FOR COMMERCIAL ENTRANCE FOR USE AT APPLICABLE STREET (HEAVY TRUCK TRAFFIC ANTICIPATED) CONNECTIONS AND COMMERCIAL SEE STANDARD CG-13 SHEET 203.10 ENTRANCES FLOOR LX • r WHERE STD. 03-3. CG-7 IS USED NOTES, VIEWCURB 7'-4• IS THE MINIMUM RAMP FLOOR TO 13E a -ASS A-3 CONCRETEWITH SUP- (CLASS A-4'THE SDEIWALK AREA REQUIREMENT TO RESIST TNI INTEGRAL DETACHABLE W ACE COVERINGENTIPRERE WIDTH OF THE (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A 12*0 !SLOPE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETACHABLE SrD. CG-2 7-4' WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 121. OR CG-e 8.331< MAX FLARED SEES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS 7' DEPTH TO BE USED WHEN THE ENTRANCE IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT SECTION A -A RADII CAN140T ACCOMMIODATE THE TURNING ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP REQUIREMENTS OF ANTIICPATED HEAVY FLOOR. PRECAST CONCRETE STALL BE CLASS A-4. TRUCK TRAFFIC, REQUIRED BARS ARE TO BE No. 5 xe' PLACED V CENTER To (ENTER ALONG BOTH SIDES SLOPE 12.1 MAX. OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2'. '^"^^^°' a• Ri$.ese THIS ITiEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAN LN FOR AT THE CONTRACT IT PRICES FOR • OR PRRECAST IN PLACE HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. S'>m' BARS o tY OC SECTION B-8PERMISSIBLE CONSTRUCTION JOINT CURB/CURB k GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB t GUTTER. 0 LIMITS OF EXPOSEDAGGREGATE SIDEWALK WHEN USED IN CONJUNCTION WITH STANDARD CC-3 OR CG-7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. ♦ TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS I Ems THAN Y-4' CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE FLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ■ AMBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND ROUTE ■ WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REQNV- SJP RESISTANT PATH OONNECTING ALL. ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MAY BE BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EX LIGHT POLES. FIRE HYDRANTS, DROP INLETS, ETC. WILL. ALSO AFFECT PLACEMENT. CURB RAMP CE 502 (PERSONS WITH MOBILITY IMPAIRMENTS) 504 Revised 3-28-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 2203.01 4Is I I-1 I I-1 11= r- THIS AREA MAY BE CONCRETE—' AT THE OPTION OF THE CONTRACTOR THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. 211 R CG-6 Z BOTTOM OF CURB & GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. NOTE: COMB. CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADIAL COMBIN— ATION CURB & GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SPECIFICATION COMBINATION 6" CURB AND GUTTER REFERENCE 105 (NOT TO SCALE) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 SILT FENCE CULVERT INLET PR 0 TE C TION - DISTANCE IS 6' MINIMUM IF FLOW FLOW IS TOWARD EMBANKMENT OPTIONAL STONE COMBINATION VDOT #3, #357. #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard SheSts and Va. DSWC DETAIL I I DETAIL 2 IN s Fabric 1 SECTION B-B CLASS I RIPRAP PLATE. 3.08-1 DETAIL 3 „C)OL)., Fabric SECTION A -A 9" DEPTH SECTION A -A • D represMls span for box culvert Installations. H• DlamHer for round plp.,rl.s for pipe arch and bo. heig NOTES For m 11 pis H.. Installallon. Dlrn.nslon D Is to govern the protection outside the chonnet width (WI. On any Secondary Roads Installation (squiring erosion control atone where no endwoll or andoactlon Is .Psc-lisd on plans,conetrucllon Is to be in accord ... a with D.I.II 2 chow. above. re' toNle Fabric to be iratailed under oli erosion control clone in accoidunce wilh the specifications. MINDEPTH Dry Rip Rap Rip Rap Class 1 2' Class II 3' ♦ Use Typical Section shown on Plana or normal side slops, bottom width, and depth of channel, ditch a# natural ground. SPECIFICATION REFERENCE I STONE FOR EROSION CONTROL 20295 03 VIRGINIA DE )PARTMENT 414 TRANSPORTATION 11401 S��NET SC, CULVERT DESIGN FORM PROJECT : iJ STATION _ DESIGNER /DATE: SHEET _OF__ REVIEWER /DATE / ' HYDROLOGICAL DATA ROADWAY ELEVATION 79,E lII) ELhd U I •i ❑ METHOD' H to ❑ ❑ STREAM SLOPE: _---------- — — DRAINAGE AREA: a o ❑ HWI ELsI' 111) So: H � i CHANNEL SHAPE: _f- n ❑ ROUTING: ❑ OTHER: `�LORICINAL�STREAM BED TW FALL DESIGN FLOWS/TAILWATER• ELI'�$ If11� R.I. (YEARS) FLOW10s) TW1111 SmSo-EL�^FALL/La�_:�II a 55 L 0 . CULVERT DESCRIPTION: ToTAL FLOW HEADWATER CALCULATIONS J W o INLET CONTROL OUTLET CONTROL MATERIAL - SHAPE -SIZE -ENTRANCE FLOW PER ARREL a ; a f n > w u _j O COMMENTS HW /0 NW ( FALL EL hi T W d c dct D ho Its H EI ho 0 O/N w m '- w W (c 1 el I 2 4 IS 2 t e u x w o o'Z4 GM P, FRayeCTIr_�(;_ SXV /.6 1,4- J.'7 1.7 0•9 /.6 6773 4.6 TECHNICAL FOOTNOTES: 14) ELhi• IIWit ELIIINVERT OF (6) ho TW or IdctO/2)(WHICHEVER IS GREATER) (1) USE 0/NB FOR BOX CULVERTS INLET CONTROL SECTION) (7) tl• [I. Met 129n2 L) /Rt33 ] V2 /2g (2) HWI /0 a HW /D OR HWl /D FROM DESIGN CHARTS (5) TW BASED ON DOWN STREAM (8) El ho' ELo I H t ho CONTROL OR FLOW DEPTH IN (3) FALL • HWI-(ELhd- ELsI) I FALL IS ZERO CHANNEL. FOR CULVERTSON GRADE SUBSCRIPT DEFINITIONS : COMMENTS / DISCUSSION : CULVERT BARREL SELECTED : S 1 Z E : e. APPROXIMATE 1. CULVERT FACE kd, DESION HEADWATER kl. HEADWATER IN INLET CONTROL SHAPE. Ae HEADWATER NE OUTLET CONTROL 1. INLET CONTROL SECTION MATERIAL: fT' e. OUT►ET s1. SAllAMBED AT CULVERT FACE w. A A ENTRANCE: (9 z cc W W z CD Z W� o cD C12 LO CO a : ' to m 3:: UPI to rn Z _ �� ~ ✓ x CD II V `' �� 2 W>cu a� U .- Lo ) E�t � ern w Q) 0 a) ., > 0 W V) CL 0 ��fY /H VM 5 NW W I- W W l(1 LU z CL S. BADER No 2 704 ��� �s Io 45 z DATE: 12/15/99 SCALE: NONE DESIGNED BY: CB JOB NO. 2427 SHEET 5 OF 5 `j a M 0 0 0 C\J O cli 73 c:o D 3 U CAI Q CU CD Z I, CC w w z Z w CD C Q, Q / U) 0 7-9 x� (GENERAL NOTES VO0T GENERAL NOTES LECEND VICINITY MAP a Z EXISTING INTERMEDIATE CONTOUR - - - -- " --332 --- SCALE 1 "= 1000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 W County construction standards and specificiations and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 � ®� � and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR EX E/P �■ Z 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, s ecifications or y P EXISTING EDGE �F PAVEMENT -- _� �_ �- a v ��� must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E P relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational P y P P EXISTING CURB AND GUTTER _ _� EX C&G- ` - w- Fes' Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G W o (VDOT) and Frederick County prior to consttruction in existing State right-of-way. PROPOSED CURB AND GUTTER � CO V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 TRANS. CG-6R 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R �ryoo ® ,�. > CQ I required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's Q os co 5. The exact location of all guard rails will be: determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE T -----T-- - -� T e vow I TE 3 CQ CQ with the Developer, County Representatives„ and Representatives of the Virginia Department of Transportation V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15 RCP Qp�� `� ­4 o 't (VDOT) to determine if and where guard rasil and/of paved ditches will be needed. The developer will be EXISTING STORM SEWER ---fir--� _ � responsible for providing guardrail and pav►ed ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. _ �v 15 RCP co.• '* r�1 Q) 0 1 ,b Virginia Department of Transportation (VDO'T) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER ` ,, W o 4 6. An approved set of plans and all applicable: permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. % ®� s v 0, to representative of the developer must be available at all times. EXISTING SANITARY SEWER ,4? 1-4 0LO w 7. Warning signs, markers, barricades or flagrmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER ® H Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE ---- --'-------- contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE ' j �'�� ` � a V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for VIVembankment. W p, CBR 6. CBR less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE - - -��- _� 9. All pavement sections on the approved plains are based on a minimum value of values inspection. than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q P P P y y g� g PP y PROPOSED GAS LINE G G 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance (� ` �= in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE <• •,.. ••••.<.� •••.� ••. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained FENCELINE --- >`---- be minimum 6" diameter and conform to VDOT standard SB-i. through construction. EXISTING II 12. Construction debris shall be containerized im accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE C one litter receptacle shall be provided at iihe construction site. P P V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during � 1- and at the end of construction. EXISTING TELEPHONE POLES w w 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE �-- ----- �'---- _ ---- �- O whatever measures are necessary to insure; that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE !Ti PROJECT INFORMA TION Z v condition at all times. PARCEL IDENTIFICATION NO. TAX MAP 54 0)) 24 F.A.R. CALCULATIONS: N '-' 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT IL UJ sewer lines. Information should also be obbtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that STREET ADDRESS: MAX ALLOWED: > w } p p and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE -`-- ° °�`�'-' `- "'��"' °`�"' I.O TOTAL � +a O 0sheets, 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current I'Y PAP V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® TOTAL AREA: O.GB ACRES PROVIDED: PROJECT AREA: 1.44 ACRES Z z z Z z z Z z standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER "�"" "" �" DISTURBED AREA: 1.44 ACRES 0.23 AG. BLDG./O.qB AG. = 0.23 J J 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER - -- CURRENT ZONING: B-2 GROSS FLOOR AREA CURRENT USE: VACANT O v IL D_ contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN PROPOSED ZONING: N/A WAREHOUSE = 9,256 5F W W W prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) � � �! PROPOSED USE: ADVERTISING SPECIALTY, WHOLESALE OFFI 4 SF D- D_ D_ utility verification and the proposed construction. TOTA�wR10,0005F > of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT CG-12 AND/OR JURISDICTIONAL � Q 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT STANDARD RAMP CONSTRUCTION fY O result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to BUILDING SETBACKS: REQUIRED PROVIDED 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 FRONT: 35 70.0 OUTDOOR LIGHTNING: PLACED ON BUILDING w a O O O O � must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SIDE: N/A N/A REAR: N/A N/A OUTDOOR 5TORACvE: NO OUTDOOR STORAGE and further where determined necessary by VDOT Inspector. TEST PIT LOCATION PROPOSED 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. VI 5. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING shall meet VDOT minimum design standards and is the developers responsibility. �- BUILDING HEIGHT 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected MAXIMUM = 35' in accordance with state law. In the event gravesites are discovered during construction, the o-m� r and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 PROP. HEIGHT = 18' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE "7LANDSCAPE 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. GALGULATION5 at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. VI 7. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT LANDSCAPED AREA: 22. Controlled fills shall be compacted to 95% iof maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an PARKING CALCULATIONS REQUIRED: 15% LOT AREA = 6,403 SF proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + PROVIDED.- g6,1g0 SF REQUIRED: professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CG-12 Curb Rams shall be determined b VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT i WAREHOUSE: I SPACE/EMPLOYEE geotechnical report has been prepared, it should supersede the requirements in this note. P y P INTERIOR REQUIRED: INTERIOR PROVIDED: 12 EMPLOYEES = 12 SPAGES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER O I SHADE TREE PER IO SPACES 2 SHADE TREES OFFICE SPACE TO BE OCCUPIED BY THE SAME EMPLOYEES 12 5PAGE5/10 SPACES = 2 TREE5 GREEN AREA = 13,0005F ' FIRE MARSALL S NOTE or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement AS WORK IN THE WAREHOUSE of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 12 6REEN AREA = 5% OF PARKING LOT TOTAL REQUIRED = 12 SPACES in Frederick County appear below. These :numbers shall also be used to serve in an emergency condition. Fire lane markings and signag_e: 5% OF PARKING LOT = G46 SF PROVIDED: Any "No Parking" signs and yellow painted curb locations will be installed EASEMENT LINE _ _ _ _ _ _ 12 SPACES FCSA CONSTRUCTION NOTES by field inspection at the direction ®f the Fire Marshall's Office. CENTERLINE � PERIMETER REQUIRED: PERIMETER PROVIDED: HANDICAP SPACES REQUIRED: � EXISTING SPOT ELEVATION 12.0 5 I SHADE TREE PER 40' OF PARKING LOT 12 SHADE TREES PER ADA = I SPACE PERIMETER = 450'/40' = 12 TREES 3' EVERGREEN HEDGE R/W AND PARKING LOT HANDICAP SPACES PROVIDED: � > APPROVAL BLOCK 1. WATER AND SEWER LINES ARE 7f0 BE CONSTRUCTED IN ACCORDANCE WITH THESE PROPOSED SPOT ELEVATION X 12 3' BARRIER BETWEEN 2 SPACES �, a R' � PLANS. THE LINES SHALL ADDETIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK (I VAN ACCESSIBLE SPACE) W �' � co COUNTY SANITATION AUTHORITY.. EXISTING TREE DRIP LINE _.. _ .._��^ �---^ ^' W Z U) Z 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE APPROVED BY THE ZONING ADMINISTRATOR EXISTING TREE A�_ U) MA w Q Z AUTHORITY. �f 'r; �� � 15" OAK 15" PINE � � aU �L;Z- -7/ W M 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 0A PROPOSED TREE K PINE ® W SIGNATUREDATE `�J1 4. THE SANITATION AUTHORITY'S IVL41NTENANCE DEPARTMENT IS RESPONSIBLE FOR THE NOTE: SITE PLAN APPROVAL VALID FOR/'FIVE YEARS FROM DATE OF APPROVAL INSPECTIONS DEPARTMENT NOTE: U W INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM 5TATEWIDE BUILDING CODE AND SECTIONS 304 AND 311, USE GROUPS B (BUSINESS) AND 5 (STORAGE) OF THE BOLA NATIONAL BUILDING CODE IGg6. o Q IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS UTILITY CONTACTS OTHER CODES THAT APPLY ARE GA50 A117.1-92 ACCESSIBLE AND USABLE FACILITIES. w U1 METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE 44 Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power OF THE LOT; 3 THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE FINAL SITE PLAN 2. ALL REQUIRED EGRE55 FROM THE BUILDING SHALL COMPLY WITH A.D.A. BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY P.O. Box P.O. Box 1458 APPROVED TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPERS/CONTRACTORS Winchesterr,, V 22604 Hagerstown, MD 21741 W RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 6 (540) 868-1061 1-800-654-3317 Z s;�� �/ # 63 -a6 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: Phone: Bell -Atlantic Gas: Shenandoah Gas Co. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE P.O. Box 17398 P.O. Box 2400 /�► T FREDERICK COUNTY COVER SHEET AUTHORITY'S Baltimore, MD 21297 Winchester, VA 22604 AND FEES PAID BEFORE WORK WILL BEGIN. (301) 954-6282 MISS UTILITY 1-800-257-7777 (540) 869-1111 I' l y B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", ?" AND 1" WATER SERVICES. ®, C.AND WA!TER SERVICES, E AUTHORITY SHALL KE THE TAP AND �THE TO TRIP GENERATION DATA PIPING TO11/2- BRING THE: PROPERTY LINE. HE CONTRACTOR IS FURNISH AND Project NQmet Project Number, INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. U CL S. BADER D. HE AUTHORITY WILL INST14LL ALL SEWER LATERALS. CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD b No, 25 04 SIGNET SCREEN PRINTING 2427 WHEN AN EXISTING WATER MAIN IS TAPPED FOR E INSTALLATION OF A NEW LINE: 6 WTHE ® �' THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. 150 WAREHOUSE 12 3.89 EMPLOYEE / 48 j/ ®NAL Magisterial District; Date of Plan, (Month, Day, Year) B. HE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS) ; MARK THE LOCATION OF THE TAP; (4) MAKE FINAL STONEWALL DISTRICT D E C E M B E R 15, 1999 PAYMENT WHEN THE WORK IS COMPLETED. TOTAL 48 7. THE CONTRACTOR SHALL TIE -Ili A NEW LINE TO AN EXISTING MANHOLE BY CORE PROFESSIONAL SEAL & SIGNATURE Owner, Address, Including Zip Code & Telephone No. DRILLING HE MANHOLE. 119 ATOKA DRIVE SHEET INDEX TJC ENTERPRISES, LLC WINCHESTER, VA 22602 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW THESE PLANS ARE IN CONFORMANCE WITH (540) 665-9651 DATEDEC 15, 1999 PREVENTION ASSEMBLY, AS REQIUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No, STANDARD NO. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. ORDINANCES. ANY DEVIATION OR CHANGE 119 ATOKA DRIVE DESIGNED BY: CB 1 COVER SHEET IN THESE PLANS SHALL BE APPROVED BY TJC ENTERPRISES LLC WINCHESTER, VA 22602 CHECKED BY: CB 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW 2 SITE PLAN THE ZONING ADMINISTRATOR PRIOR TO ( 540 665-9651 PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD 3 LANDSCAPE AND EROSION & SEDIMENT CONSTRUCTION. Engineer Certifying Plan, Address, Including Zip Code & Telephone No, NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. CONTROL PLAN 4 DETAILS 151 WINDY HILL LANE JOB NO. 2427 5 DETAILS GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 LSHEET 1 OF 5 A m U 0 0 CU Lm 0 co 0 01 3 -o Cu a a z H Q w w z Lo z w CD C Ol cr) NOTES: I. ALL 51GNA(6E FOR THIS SITE SHALL CONFORM TO THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORD I NANO E 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 3. THERE ARIE NO STEEP SLOPES, WOODLANI05, FLOODPLAIN5, WETLANDS, SINKHOLES, STREAMS, DRAINAGE WAYS OR OTHER: SIGNIFICANT ENVIRONMENTAL FEATURES, ON TH15 SITE. 4. FINAL LOCATION OF 06-12 RAMPS TO BE DETERMINED BY VOOT FIELD INSPECTOR. 5. ENTRANCE TO BE BUILT TO MEET VOOT GG-II STANIDARDS. 6. EXTERIOR 1DOWNGAST LIGHTING SHALL BE NRG-31X B1Y HUBBLE OR APPROVED EQUAL. ALL EXTERIOR LIGHTING SHALL BE AIMED SO THAT LIIGHT DOES NOT SPILL ONTO ADJOINING PROPERTIES. 7. VOOT IS MOT RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT POND. 8. A LAND DISTURBANCE PERMIT IS REQUIRED PRIOR TO BEGINNING ANY GRADING ON THIS SITE. POND. CULVERT A ANALYSIS DRAINAGE AREA=7.9 AG 04G 010 22F5 GAPACITY=27.0 CFS '{ �-- ✓ / f ..._. --•" .•• / I . `""' --.,. � l � GG-bR DEPRE55ED GUTTER � � 1 / � I / .e "-. HAND I GAPPED PARKING DETA I L f f RE5I�17UE OF TM. 54 �-47F..._. _._. •.-- -- "`" li � � r' KIME 0X_ OB 67/ PG 7/0 16.47 ARE5 REMAINANGT 1 r (BY 5UBTRA6TI0N) PAVEMENT STRIPING NOTES: / \ RETAINING WALL �,DUMPSTER \ (SEE ARCH PLANS) '` ENCLOSURE I. TYPE A STRIPING CONSISTS OF 4" WIDE WHITE STRIPES, / o 1 825 82 / - \ � 1R5 � N 41 51 O W 238.00 � WITH A 2 FT. STRIPE AND A 4 FT GAP \ / . - IRS 2. TYPE B STRIPING CONSISTS OF A SOLID 4" WIDE STRIPE. '' , — — — ,. _ _ �" �- - �� -- - — — 5 PARKING SETBACK / w DOOR (TYP) 125.0 ! 70 I + 76 7 to 1 / U, I 54-((8))-24 \\ r NEW TAX PARCEL 7q� 12'X50' LOADING / 774 O.(17G8 0 LOT AGRE _ d 792 SPACE { FF=683.25 % f ' EXTEND W/M. I JOINT / O / LENGTH E ONDD TEE 1 i / / �„ Sp•N/ . FIRE HYD E -n OFFIgE5 °" / / S�R. IRS 1-8 GV ii 1 LIMITS OF ' I / DISTURBANCE / / PROP 20' W/M T.M. 54- 8 -42 ' �, I EMBROIDERY RM. LAMINATING RM� EA EME NT ,- �-A (( )) I GONF. RM ' DB 80/ PG 445 ET X LOBBY/RECEPT,/ / / �Q 1 1 3 LOT 42 t / / 1 ' '� a ZONE: 62 PROP 5' GO G 5/W H I FPA KING 51 GN5 ,%` 3 � 8 a w USE: VACANT 1 w A I I � 826 P OP G -2 826 826 PRO NH LSTO 826 // I� I Q ; PROP 6' W/M ~- ` EASEMENT r� ; I LIMITS OF DISTURBANCE I 5. ° o. ( + + 2 I 774 770 I 3: I \6\ 2 822 82Z 822 818 I ' 2 CURB 82 \ r: 5, PENING I_ `• . ' _... -- j 151STM SEW EASEM'T ,�� '`•--. \ � � -.. , _� ` `'- --,. „� 3S; Bf�L `� / � \ ``,,` IRS DEDICATED TO 4 4 e 8 o I GOMM. OF VA c�> - .••, \r, - •.._ •80 PROP GG-6' � -.� I 81 80 81 ° \ 80 77 I P RAP 1 ` 5 PRON �? 2' G�Rd G ` AREA TO BE — � — — — DEDICATED TOK\� �? OPENI N ~+~` OPENIN `��RiR..RAP / 2 CURB R-5 3 -5 �8 GOMM. OF VA ' i `` ' - I °�.. '' OPENING `� ��� '� U��, `' _•.. , .'`, IR5 -...E�, __5' RIP RAP f _ �'L __ �b Apo EXTENDHEADWALL �� I_ " RGP MATGEX, o MAI NOP. 5pq T� �4F'Ri�N _ _ 2 _ .. - ,r VI✓tATGH EX. SLOPE .- CULVERT A d01 - C �' YR WSEL 674 q5 _POND CONl1( TO EX 8" W/M -'r t ' .. '' -.. PROP EP �_ - _ _ 24" GMP 1.0090 100 YR WSEL=675.15 - �.. G6 \_- `C�y -� - ` PROP. TYPE _ a -- —\ . �' PARKING IQ' RIE MATCH EX A STRIPING 7q5 -'`�� �- EGG -II SE PROP cc-, ENT. 11 ! EX STRIPING rr X x 350' SIGHT DIST. 350' SIGHT DIS . T.M. 54-A-475 K. G. HENRY, ET UX ZONE: D3 U5E. COMMERCIAL `S , EX, 12" 141M v 7704 -r667 PROP. TYPE / B STRIPING I�� ----------- FORT 5,..'C✓rLL((-I LI`• ie...I? ice- : L.=5,..}r_ d• a 35 MPH POSTED SPEED4- T.M. 54 A-475 K. G. HENRY, ET UX ZONE: B3 U5E: COMMERCIAL Ct RVE RADIUS LENGTH TAN6ENT CHORD D15T, CHORD BEARING DELTA Cl 375.00' 71.g7' 36.10, AM' N 4004456' E 10°5g4q" G5 30000' 14.25' 7.12' 14.25' N 44'53'l3' E 02°43'16" G6 25.00' 37.33' 25.14' 33.g6' N 66002V E 65°33'48" G7 665.Gb' 24052' I2L5q' 239.21' S 40°3257" E 20°4321" > \ PROP. TYPE A STRIPING _-- •^' ,..ter..^ .r 1�.. 8' VAN ACGE55113LE SPAGE 5FOR REGULAR SPACE 0�/ �8— Z W W Z Z W cq 0 0 cv ao �> Z~ x W b W `4 0 :1 w V] Q Q zQZ< 0 U2 > "& O E O z J CL O Lu L z p w > L Q O w U_ O Q Q 'r-fv 0 I ��, A S. BADER No.025704 0A 0/, 00 A. jONAL DATE: 12/15/99 1 SCALE: 1"=20' DESIGNED BY. CB JOB NO. 2427 SHEET 2 OF 5 .m 0 0 0 c\j rn cv 6 0 T) 0 c c 0 rn 3 �o 0 cn J cn w r` N V Cu Lo z Q w w z U) z w / a) c m 51ONET SCREEN PRINTING ERO51ON ,AND SEDIMENT CONTROL NARRATIVE Description: This project propoees develop one lot within the Henry Business Park. This lot has an area of OA3 acres. The total area to be disturbed by this project is approximately 1.44 acres. Date of construction: Construction will begin following plan approval and will take approximately one (1) year to complete. Existing site conditions: The area to be disturbed under this plan is currently vacant pasture land. Adjacent areas: This project is, bounded on the north and east by Fort Collier Road and on the south and west by the reminder of the Henry Business Park which is vacant. Soils information: The existing soil conditions were obtained from the USDA Soils Survey. The listed soil type for this site is pits, quarries and dumps, therefore no soil information is available for the area. Critical areas: There are no critical areas on this site. Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site shall be achieved by installing the following. 1. Construction entrance. 2. Diversion dikes. 3. Temporary sediment trap. 4. Outlet protection. Permanent stabilization: Once construction is complete, all disturbed areas not built upon or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding and a blanket of straw shall be applied to the topsoil. Stormwater management: A stolrmwater management pond is proposed for this project. The pond is to be excavated in the northern corner of the site. The existing 36" culvert under Fort Collier Road will serve as the control structure for this pond. Maintenance Program: The erosion and sediment control measures installed on the site shall be maintained by performing the following. I. The site superintendent shall inspect all erosion and sediment control devices after each rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be repaired or improved immediately. 2 The site superintendent shall inspect daily the areas construction activity to insure erosion control effectiveness. Additional measures shall be installed immediately where deficiencies are found. 3. Permanent erosion control measures include the installation of rip rap at storm sewer outfolls and the establishment of grass on exposed surfaces disturbed in the construction process. Erosion and sediment control program I. Hold pre construction meeting .on site. 2. Install construction entrance "ith wash rack. 3. Clear and grub the areas necessary for installation of the diversion dike. 4. Rough grade the pond and install the sediment trap. 5. Grade the site, install the driveway culvert inlet and outlet protection. 6. Fine grade and install the parking lot subbase and base paving. Temporary soil stabilization shall be applied to gall disturbed areas within 14 days if the area is to remain dormant for more than 21 days. 7. After approval by the inspector, remove the temporary control devices and stabilize the areas disturbed during removal. Note: Frederick County and \/DOT retains the right to add and/or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the publiic and the environment. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTUIRES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties iof bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. _ 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. _ 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seedimg dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may( also be included in any slope or low-maintance mixtures duriing warmer seeding periods; add 10-20 lbs/acre in mixes. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 Seeding Rate (lbs./acre) 50/50 Mix of Annual Ryegrass (Lolium multi-florum) do 50 - 100 Cereal (Winter Rye (Seca) cereale Anual Ryegrass 60 - 100 (Loliium multi-florum) German Millet 50 (Setoria italics) Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. LANDSCAPE SCHEDULE: / / 6� PPY�, SYMBOL. G2TY. BOTANICAL NAME COMMON NAME SIZE (MIN.) SPACING ONT. 10-Y G NO ® 12 G2UERGUS RUBRUM NORTHERN RED OAK 2-1/2" GAL. AS 5HO,JNA 1346 REENING \ 2 6LEDIT5IA TRIAGONTHO5 5HADEMA5TER LOCUST 1-1/2" GAL. ---10' O.G. Bd B SGRiIENING Q 83 TAXUS GU5PIDATA JAPANESE YEW 3'--Hf. 3' O.G. B$ B 5GRE\fWN_rv__ ---- _.-- NOTE: ALL PLANT SIZES REFER TO THE HEIGHT OR 5� OP'PLANT AT TIME OF PLANTING. NOTE: A LAND 1?15TUR5ANGE PERMIT 15 REQUIRED PRIOR TO BEGINNING ANY GRADING ON TH15 SITE. SEDIMENT TRAP COMPUTATIONS TRAP NO. DRAINAGE AREA AC. STORAGE REQUIRED CU.FT. STORAGE PROVIDED CU.FT. BASIN DIMENSIONS TRAP DIMENSIONS CLEAN OUT DEPTH FT. L FT. T-W FT. D FT. L FT. W FT. H FT. 1 2.6 9,407 9,600 160 15 4.0 16.0 3.0 3.0 2.0 NOTEo SM DRAM6646E DIVIDE MAP FOR CONTINUATION Of - DIVERSION DIKE 1 ?? �E� o_f TN. �� 4--A-7 KlME� L-i" �. IJX OUTLET PROTECTION SIZING STRUCTURE NUMBER APRON LENGTH APRON WIDTH D50 (FT) 2 1 10' 1 6' 1 0.5 \ 16.47 ACFE5 FE"AININ( (IE,' 5JeTFACT,%ON) J \ RETAINING WALL �'DUMPSTER / (SEE ARGH PLANS) PAD W/ _ ENGLO5URE N 41 °51'04" W - 258.00, N6 5ETBAGK DOOR (TYP) N 0 54-((8))-24 NEW TAX PARCEL 12 X50 LOADING SPACE / OA�c18 AGRE i 10,000 5F BLDO O D IME $ OUBLE SEAL i FF = 683.25 �R \ -\ O GR DEL LOADING AREA \ 8" 21-A (GOMPAGTED TO ;\ - 0>�96� 95% MAX DRY' DENSITY) \I1 T5 OF -URBANGE EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DE5GRIPTION 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O X X - X SILT FENCE 3.0-1 IP STORM DRAIN INLET PROTECTION 3.08 GI ® CULVERT INLET PROTECTION 3.0q O DD D TEMPORARY DIVERSION DIKE 3.10 FD A TEMPORARY FILL DIVER51ON 3.12 ® }��• DIVERSION 3.13 0 amo- TEMPORARY SEDIMENT TRAP �3.18 O ® OUTLET PROTECTION 3.20 GD �' --' CHECK DAM5 �33 O ---0-- SODDING ,398 O 0-0-0 TREE PROTECTION LIMITS OF GLEARIN6 d GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START / LLI tV 1 1 LL I V I W FIRE HYD T 1-5"X6" TEE I-6"_6v 5 I -8" GV m �y rn -CONN TO EX 8" kW K. Cam. HENR7 ; ET IJX 1'-' e0l G 445 LOT 47_ ZE rN : B-2 USE: VAC,Ar�T f Z W W Z W O c0 to CO C�q It a �W �> I Z x to� O U yX� E_ d Hw W i/] z Z O Z CL 5� W z a p w W O A O OF �r 7AUS;S. BADER N. 2 4 � 75 �s IONAL tP 0 43 cc Q L Z 0 E W �Z W Zu cc aZ v w H W � W 0 N0 w w _ y z EX 12" Nt-1 __ ___'�----- -- -- � �= � 'T� DATE: 12/15/99 !!!THIS SHEET FOR EROSION GONTROL AND LANDSGAFIN(5 0NL"-r1!1 SCALE: 1"=20' Z EC) a'> if �--' E-4 Q Z �--� 0 W 0 ~ N� C61 Q i� DESIGNED BY. CB JOB NO. 2427 SHEET 3 OF jr canan•te pad 1'-6' sq. x 6' deep — ? screw t)om box locator peg 18' to 24' a6' mnn. none to maim —mwg,ody 8 x 8'x Ile sold block (for •des 12' ad bw) GATE VALVE Figure 8 :It "1 I Vessel MENER TiI - �^ •Ilia/ it III ' macharricat joint swh* tee W" 6• brunch METER BOX and COVER METER eox (See Nat°) METER Box COVER 18 In. Did. M32C-PW A32HH - T 24 In. Dia. MC-30 (Fla, ) WITH RML-1-T (Top Lid) MC-30 (From•) WITH RML-12-T (Top Lid) Note-. 1/2" thick poyethelene plastic 30" deep (vertical crush strength shall exceed 30M pounds) treated Y'x 4' slh top 6- pointed blus muter cover ? set 2' abovs 1 grade vales anrequired to adding P 18' ration sto'-21' F.C.S P 3' stone beddi 18box EXISTING wrmxdirg box vvggNN GROUND 38'min. I I check vdve sd drdn vaNs 18 imin. I ve I I �� STONE CONSTRUCTION ENTRANCE FILTER CLOTH A 6" MIN. -I IA SIDE ELEVATION 70' MIN. B WASHRACK 10' MIN. I (OPTIONAL) .... milk� x _..._.:� �] 'il"u-n=il=a=ii-�- '.- r •.:• - •.;• II I II III III III III I� /, II IIII ,•I �••�j% �•: �IIRI!IiLI1I 11111ILll� METER SETTING PARTS FM ain win In yot• O1 • °"gt• � 3/4 5/ISrS/4 y302 8�94-Y13W MIfIY4-323TD-C EC-23 1- 3/4' YW4 Bp4-344W HWA94-3731D--C M-2 1' 1' Y504 B%4-444W HHG94-444TD--G ED-4 to Meter seteinggas required POSITIVE DRAINAGE curb & g� VDOT #1 COURSE TO SEDIMENT — �1°°t — AGGREGATE B TRAPPING DEVICE ''E p • MUST EXTEND FULL WIDTH OF AIJn Cr`ACQQ nDCDA'n(W r.. ... . nr,.. INSTNIATION NOTES: =skk•wolk: 1. Exact location of meter box ossembty to be approved prior to installation. 2. Water service crossing street shot be encased In 2' So. SCH40 PVC or M SOR21 piping. The piping shot run from 3/4' type K -00 one foot beyad aktesatk, across thecopper for v: =` - ebset to one toot beyond skierak single meter Installation 1'x3/4' sys DUAL METER INSTALLATION 5/8", 3/4- & I- METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AuFNnumi- Mn - nr'Tnprr7 toon FIRE HYDRANT ASSEWBLY GRAVITY SEWER SERVICE LATERAL Figure 9 FI ure 15 4" REINFORCED CONCRETE 3000 PSI Nan-Troffia Traffic 4" SUBBASE (21—A STONE) Na,-Traffic Traffic i-- cost Iron eleanout cap with brae' plug WIDTH VARIES h a countersunk an he P ° Model PA4SV-o�"cad (4') SEE SITE PLAN � Panda Model PABSV-CSK (87 mt.n.e 1 /4" = 1' 4- a square concrete sidd pad 4• 20'x zO'x 12' deep (Alk a�dep h"r�i" deanoul pipe _____ COMPACTED SUBGRADE (90% DENSITY) _ 5vR �em Wye --,IS' leer CONCRETE SIDEWALK DETAIL � (NOT TO SCALE) _O�,.iJ:•4.'."''r,'_.}�s}•�:!xS,:.i:.::.ia�'-G•` �•r�w.Yv'+5. �. .— B• time bedidnq —� PAVEMENT NOTE : Owe of zyn krterM to exceeds 75' a aea,. "o,e.r,wy snot w� *.nlr,ee at the 2' CURB CUT property Ik,e. an 2' .R^2. - G T T VDOT SPEC. SEWER CLEANOUTf 414.03, CL. i, Figure 17 TYPE A TYPE I SCUPPER DETAIL SCUPPER1 NOT TO SCALE WIRE MESH REINFORCING V.D.O.T. 8ROAD AND IBRIDGE STANDARDS SECTION 301.04 6"1� ; . T CLASS A-3 CONCRETE 6" BASE 21—A COMPACTED SUBGRADE s (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-1 METHOD) .5 TRASH DUMPSTER PAD 125 4- (NOT TO SCALE) FILTER CLOTH EXISTING PAVEMENT IIIN-MOUNTABLE BERM (OPTIONAL) --EXISTING PAVEMENT 10' MIN. T 12' MIN. y 3' MIN. SECTION A -A REINFORCED CONCRETE SECTION B-B DRAIN FS0-•302 TEMPORARY DIVERSION DIKE 4.5' MIN. i�0 1 T1 } 1 M_ A . �M M M r �r�N •. H• •1• "eta • "43l►i� � ��� '4w �t►�y.y 1• 11 1 '1 ••1 own mine. • 1 • 1 RUBBER HOSE GUY WIRE #12 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WARE 2" DOUBLE SHREDDED HARDWOOD MULCH/3- SAUCER. PLACE TOP 1/8-OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL- REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER TREEI (NOT TO SCALE) TEMPORARY SEDIMENT TRAP I / W 6-75 6-70 z z O O� O; 665 01 O O r r (� ++ O + (+ WATER MAIN PROFILE SCALE: 1"=50' HORIZ., 1"=5' VERT. R. krP / A A/C W LU Z WN CD LO co Cq tw I rn W �I W O U r. Lo '!�vo vo Q) O ti > W U1 z Z z z 0 W Q LL wN Lx z W D- :--) z_ C) SQ � S W S [L 1VARIES' VARIES• CLASS I r ---�--- • —`~--� AAY— � --- fX d &VI �11 Q ORIGINAL RIPRAP IP-25.00 f — ` "'—''� N — .p GROUND L=3B.76� -T" W w , ELEVATION 10. •EX L—J9.78 - ez W/V MK `ii EX *vv g N VARIES* err O if W .. :, 67 CU. YD./ ACRE N •.:� -'•� ::. � g .` - L.I t I I� ] =Y' S!j r. I t .. �.4� t ,. `,y � ',i F °•i i !.;•i W�r 67 CU. YD./ACRE 4' MAX. by/ D1 F v5 ' ?1 .O1 3 i•—7 I tr % �� EXCAVATED FILTER CLOTH ORIGINAL I f .:'�:' t.. Y+ r'. I "> I I t':; T!j / ✓ t O (EXCAVATED) GROUND _V G". }i,•..YJ?; a' / /, CLAUS S, BADER e02 N0. 2 704 q)oC� ?77C?SELEVATION LOTCOARSE �() 04 AGGREGATE* I''• , CROSS SECTION OF OUTLET � �4f.b> ..1 J .:Y: / r..• r V t � S ( /- I tar-, ZONAL FILTER CLOTH 16' A 16" LENGTH (IN FEET) _ DIVERSION 6 x DRAINAGE AREA y DIKE (IN AC.) - q3- 2-24- #6 REBARS 11 FOR WHEEL STOP '' �' ' A' '• I �' CLASS I RIPRAP 9. I � SECTION A —A 1 1 111111� I� 1� 1� I/ 1� I II li li; 1. I I I I I I I IIII IIII I I I I II I II III IIII III III I WHEEL STOP DETAIL NOT TO SCALE ONSITE TYPICAL PAVEMENT SECTION EXCAVATED NOT TO SCALE AREA COARSE AGGREGATE" �-� OUTLET (PERSPECTIVE VIEW) HEAVY PAVEMENT SECTION "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ES�313 1.5" SM-12.5A SURFACE COURSE 3" BM-25.0 BASE COURSE 8" SUBBASE VDOT STD. GR-21A jl I ICI II I ICI ICI ICI II I ICI I r COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 1"X4"X4'-B" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 00 ONSITE TYPICAL PAVEMENT SECTION Z 2'X4'X4' BEAMS, TOE NAIL TO POST F -y n 4"X4"X8' POSTS NOTES: 1. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 0 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL — ' I I DUMPSTER ENCLOSURE DETAIL NOT TO SCALE • Ir��jreij%�•%�•iei�re�•r�:�re�•%�•re:•r, • . • 1 • 1 . '• 1 C •1 rr PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED _ - PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT tn? ICOl DI(IIDE MAC' VEEP '� . �1- z � Z � _ z H1 Q a ) �> W E) z WW I� W � �-i �D .� �D �o Q v zC-) H w I� O �w x Q Q Z 71 L L DATE: 12/15 /99 SCALE: AS SHOWN DESIGNED BY: CB JOB NO. 2427 SHEET 4 OF j m C-3 0 0 0 CU IT CV d[ Q CD LO T f0 O.X Qn 3 T7 (�l O W O f� Cll Q cY.l Z Cr L1J W Z H Z Lli i OJ c m cn Car Q car (n OD 0 18.0' C� EX. PVMT. r- SECT. M x M VAR— I-- ES . 12.0' MULL 1211XI-1/2' TIE IN JOINT 1/4": I' — G6-6 PROP. PVMT. 5EGT ION I-1/2" - 5M-12.5A 5" - BM-25.0 8"-2I-B 4" 21 � 4' — I I low I I —IF, I I I I I I I I I I cC) 1 ": 1' I 1/411-�, �:\ 3. N EXTEND 21-B I' BEYOND BAGK OF GURB T)"P GAL SEGTI ON FT. GOLL I ER RD. W I DEN I NCB NOT TO 5GALE (Rodlike to be as shown on plan.) �(L St'd CG-12 \� Sidewalk e'+ Stroet opprmoch sawne A roadway. aN marline roadway. 1 �ARadd Combnatiax curb and gutter ( St'd. CG- 6) CI. of Optlond now side street A Note: Width 'B' 2'0" or as shown on typical section. EFRIFICATION ERENCE 502 PLAN VIEW (Rodlus to be as, shown on plans) Mainline roadway ■ Construct .rode Ganges with In parabolic curve. 10' Parabdlc CUne Edge of shoulder S% Max. ■ D a Optional Flow Line bPr oC-hon,, D Monlne Roadway 8% MaSlope ■ D 40' Mn for Street Connection 5' Mln. 20' Deekoble for Commerical Entrance SECTION A - A Guidelines for Grade Clhange D Entrance Colume Deskroble Maximum High (more than 1500 VPO) 0 71G 3 % ed00 VPD) S- Mlrm 1500-153 1% e x Low (Ises than 500 WD) S8 !X B % PERMISSIBLE CONSTRUCTION JOINT MN. PAY LINE C0-12 PAY LINE CCr11 R.VAR 1 MIN • I— e-1 e —1 RADIAL PLAN No, 5xe' BARS is if oc MIND" CONCRETE COVER 1 l/Y• A —I 8' S 8' MIN. PERMISSIBLE CONSTRUCTION JOINT B D 9D MI OR B 3 s.p SIDEWALK a ee• �. > B A TANGENT PLAN 2' 2' �4. 4 Class A3 (H.E.S.) Concrete CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES SECTION C—C Whwl St'd CO -it Is used for entranors built In eonyatkin with VOOT pro)ecte, plesee note the following -Makilbe povemwnt shill be constructed to the R/W Eye (esespt only iskgrace stobl6mtlon required for mdnlns pavenwlt which can be omitted In fM entrance.) ♦ Radial curb or combination curb and gutter ehal not be constructed beyond the R/W Ids except far reps-11. purposes. V#wn used In conjuctlon with Sturdierd CG-3 or CGC 7, the curb face on this Standard N to be adjusted to match the mountable curb coneguration. See Standard CC-12 for Curb Romp design to be used with this Standard When the entrance rodl correct 0000modoG the teeming requirements of anticipated heavy truck tmMc. consideration should be given to naxem.ing the depth of odpcent proposed sidewalk to 7 inches • Optlond flwtine may be used for whtrvhoes In out esctlans. Optional ewiM may requlre warping of a portion of gutter to produce ponding of waiter. TAPER CURB HEIGHT 00 TO 0 AT THIS PCINT OR+ CONTINUE AT FULL HEIGHT zN WHERE APPLICABLE Saxe• BARS a 12' OC • rE ' jj :::o VAR. WIDTH SIDEWALKMINIMUM COVER , ,�• •�y Via.: •• �•� OR SIDEWALK SPACE CONSTRUCTIP d TYPICAL ALTERNATE RADIAL PLAN * FOR COMMERCIAL ENTRANCE FOR USE AT APPLICABLE STREET (HEAVY TR I" TRAFFIC ANTICIPATED) CONNECTIONS AND COMMERCIAL SEE STANDARD OG-13 SHEET 203.10 ENTRANCES IP FLOOR MAX • 7• WHERE SrD. CC-3, CG-7 IS USED "07M. VIEW 7'-4' IS THE MINIMUM _ (CLASS A-4 IF PRECAST) WITH _ FLOOR TO 13E MASS A-3 ��ACE SST SIDEWALK AREA REQUIREMENT TO TAN INTEGRAL DETACHABLE W COVERING THE ENTIRE WIDTH OF THE (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A 1R':1 SLOPE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). STD- CO-2 7-4' WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12.1. OR CF6 6.33% MAX FLARED SIDES OFIS CURB RAMP TO WITH RAMP FLOOR OR POURED MONOLITHICALLYRQUREQUIRED IO BY uslNc PERMISSIBLE consmucntN JOINT WITH I2EWIRFD BARS B 7' DEPTH TO BE WSED WHEN THE ENTRANCE F RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT RADII CANNOT ACCOMMODATE THE TURNING SECTION A ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAID —A REQUIREMENTS OF ANTICIPATED HEAVY FLOOR PRECAST CONCRETE SHALL BE CLASS A-4. TRUCK TRAFFIC. REOU LED BARS ARE TO BE No. 5 Ar PLACED V CENTER TO CE14TER ALONG BOTH SIDES SLOPE 12/ MAX OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/Y. • ere•• THIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAD FOR AT THE CONTRACT UNIT PRKES FOR ORR PRECAST IN PLACE HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. 5•.e' BARS s ,Y OC SECTION B-B CONSTRUCTION OINT CURB/CURB k GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CURB/Cl1RB t GUTTER. OMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED N CONJUNCTION MYTH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. T TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE US LESS THAN 7'-4• CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTEDBY THE ENGINEER, THEY ARE TO BE PROVIDED AT NTRSEC71ONS WHEREVER AN ACCSI ■ A( LE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND ROUTE ■ WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGAIN) -- SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS; OF A FACILITY THAT CAN IESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED OR NONEXISTENT. THEY MAY BE BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBDUTY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EX LIGHT POLM FIRE HYDRANTS, DROP INLETS• ETC. WILL ALSO AFFECT PLACEMENT. SPECIFICATION CURB RAMP 5RE, 02 (PERSONS WITH MOBENTY IMPAIRMENTS) 504 Revised 3-26-98 VIRGINIA DEPARTMENT OF TRANSPORTATION 2r03.0i 7 _ a e , t\ n a, . n a a a 6" 2'-0" THIS AREA MAY BE CONCRETE � AT THE OPTION OF THE CONTRACTOR THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. CG-6 BOTTOM OF CURB & GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. NOTE: COMB. CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADIAL COMBIN— ATION CURB & GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SPECIFICATION COMBINATION 6111 CURB AND GUTTER REFERENCE 105 (NOT TO SCALE) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 SILT FENCE CULVERT INLET PR 0 TE C TION DISTANCE IS 6' MINIMUM IF FLOW FLOW IS TOWARD EMBANKMENT T OPTIONAL STONE COMBINATION eVDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Shdi and Va. DSWC DETAIL I I DETAIL 2 SECTION A -A Dealeldile Febrlc 1SECTION B-B 4 Use Typical Seclim shown on plans or normal side slop., bottom width, and depth of channel, ditch or natural ground SECTION A -A LASS I RIPRAP PLATE. 3.08-1 DETAIL_ 3-a001I_ td _} so Geole.lile ---- - t F.lud. SECTION A -A 9" DEPI e D i.preunis span for box cuWsrl installations. If - Diameter for round pips, rise for pipe arch and box he NOTES Fa mulllfile If.. Inrlallallans Dhn.nrlon D I. to g.—ri the pro1.01il. oul.id. th•'horn. width (WI - On any Secondary Road. Installation reeuiring erosion control alone where no endwdl or .ndssclion I. specified an plan.,cwislr ucllon Is to be In accordance with 0.1.11 2 shown ob— Geol.xnls Febrlc to be installed under oil erosion control stone in accordance with the specifications. MINDEPTH Dry Rip Rep Rip Rap Class 1 2' _ Class 11 3' SPECIFICATION REFERENCE STONE FOR EROSION CONTROL I 204, 303 245 VIRGINIA DE fARTMENT 414 TRANSPORTATION 114 (T— SI�n T CULVERT DESIGN FORM PROJECT : 5��+�i`' _ STATION DESIGNER/DATE: / 5/ HIS �)o SHEET OF __ REVIEWER /DATE / HYDROLOGICAL DATA ROADWAY ELEVATION EL —III) hd wi ❑ METHOD: s- X ❑ DRAINAGE AREA: ' ❑ STREAM SLOPE: .o El n—_------'--- — — ELsI' If11 So: II IMfi J CHANNEL SHAPE: w ❑ ROUTING: ❑ OTHER. 1—�L�RI�IN�L STREAM_BED TW 6774 FALL DESIGNFLOWS/TAILWATER, ELI if 1) R.I. (YEARS) Ft OW(cfs) TW (111 S- So- FALL / La -EL � 00 a )O S e o 55 La. CULVERT DESCRIPTION: TOTAL FLOW HEADWATER CALCULATIONS J r o > INLET CONTROL OUTLET CONTROL MATERIAL - SHAPE -SIZE - ENTRANCE FLOW DEL a 3 e s- O > F w J O COMMENTS HW /D "WI I FALL EL hi T W d c sic+ D ho ks H Et- ho D 0/N w _i I.- w (cfs) 1 2 3 4 15 2 T(Illu=wee o> R4- ClIm r�G.. 15.2 IS,� i.ai 24� O 006 7 1.6 1,4- J.-7©•� �.6 67 , 6�7.3 .a TECHNICAL FOOTNOTES: (4) ELhi• IIWit ELI(INVERT OF (6) ho • TW or (act D/2)( WHICHEVER IS GREATER) (1) USE 0/1,18 FOR BOX CULVERTS INLET CONTROL SECTION) (7) If. [I. less (29n2 L) / Rt33 ] V2 /2. (2) HWI /D • HW /D OR HWI/D FROM DESIGN CHARTS (5) TW BASED ON DOWN STREAM 181 ELho• Etas H t ho CONTROL OR FLOW DEPTH IN - 13) FALL • HWI-1ELhd- ELsI) ; FALL IS ZERO CHANNEL. FOR CULVERYS ON GRADE SUBSCRIPT DEFINITIONS : COMMENTS /_DISCUSSION : CULVERT BARREL SELECTED SIZ E 4. APPROXIMATE 1. CULVERT FACE kd. DESIGN HEADWATER hi. HEADWATER IN INLET CONTROL S It APE It. HEADWATER IN OUTLET CONTROL 1. INLET CONTROL SECTION MATERIAL: I'll.— s. OUTLET , el. STREAMBED AT CULVERT FACE laeA A ENTRANCE: Z W W WCV o CD LO 00 C\2 It IU CO Io cI a) I rn Zx � l-e 't I LO C\2 L1J W a ato to U LO ~ �� Hw � rn rn Q) 0 w U) O w OF �r CL S, BADER �P' /N? 2 704 DATE: 12/15/99 SCALE: NONE DESIGNED BY: CB JOB NO. 2427 SHEET 5 OF 5