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59-05 84 Lumber - Commercial - Stonewall - Backfile (2)
IT APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR APPROVAL DATE /Z /&/� (ZONING ADMINISTRATOR) SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE. FnEDr-jRIk-..n, COUNTY WA 0""*lTERIAL DISTRICT STONEry.c-,LL MAGI,,S WINCHESTE,R, VIRGINIA COVER SHEET CML ENGINEERING PLANS - 84 LUMBER COMPANY SHEET CO SITE UTILITY PLAN SHEET CO2 GRADING &EROSION CONTROL PLAN SHEET CO3 LANDSCAPING PLAN SHEET C04 INDUSTRIAL SIDETRACK PLAN SHEEP C05 WATER do SEWER DETAILS SHEET C06 EROSION CONTROL DETAILS SHEET CO STORMWATER PROFILES SHEET CQS SITE PLAN DETAILS SHEET C09 SITE PLAN DETAILS SHEET C TO WATERLINE PLAN &PROFILES BUILDING PLANS- 84 LUMBER COMPANY SHEET A 1 34, 450 S. F. MAIN BUILDING FOUNDATION PLAN SHEET A02 34,450 S.F. MAIN BUILDING FLOOR PLAN SHEET A03 34,450 S.F. MAIN BUILDING ELEVATION PLAN SHEET A04 20,000 S.F. STORAGE BUILDING FOUNDATION PLAN SHEET A05 20,000 S.F. STORAGE BUILDING FLOOR PLAN SHEET AQ6 20,000 S.F. STORAGE BUILDING ELEVATION PLAN SHEET A07 FLOOR PLAN DETAIL SHEET SHEET A08 FLOOR PLAN DETAIL SHEET SHEEP A09 CUBICAL &COUNTER DETAIL SHEET SHEET A 10 9,600 S.F. STORAGE SHED PLAN ELECTRICAL PLANS — CORBETT LEGCE c@ ASSOC SHEET E001 ELECTRICAL SPECIFICATIONS SHEET E002 ELECTRICAL SCHEDULES &LEGEND SHEET E003 ELECTRICAL DETAILS 84 LUMBER COMPANY SHEET E004 SITE ELECTRICAL PLAN SHEET E005 SITE SIGHTING PHOTOMETRIC PLAN SHEET EA01 ELECTRICAL POWER PLAN —BUILDING #1 1019 ROUTE 519 SHEET E201 ELECTRICAL LIGHTING PLAN — BUILDING #1 SHEET E202 ELECTRICAL LIGHTING PLAN —BUILDING #2 SHEET E203 ELECTRICAL LIGHTING PLAN —BUILDINGS #3,#4,#5 EI-GHTY FOUR., PA 15330 MECHANICAL PLANS — CORBETT L£CCE do ASSOC. SHEET M00 9 MECHANICAL LEGENDS &DETAILS SHEET M002 MECHANICAL SCHEDULES & DETAILSf(ujFRANK SHEET M701 MECHANICAL PLAN — BUILD/NG ,�1��� / ��� — 3636 SHEET M 102 MECHANICAL PLAN — BUfLDING /�2PLUMBING PLANS - CORBETT LECC£ dt ASSOC.SHEET P101 PLUMB/N� PLAN —BUILDING #1 FCSA CONSTUCTION NOTES 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL B) THE CONTRACTOR MUST: 1. MAKE APPLICATION AND PAY DEPOSIT 2. MARK THE TAP LOCATION 3. COORDINATE INSTALATION WITH THE ENGINNERING ASSISTANT 6. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A) THE LOCATION OF THE SERIVCE LATERAL IS TO BE COORIDNATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. C) THE AUTHORITY SHALL FURNISH AND INSTALL 5/8", 3/4" AND 1" WATER SERVICES D) FOR ALL 1 1 /2" AND 2" WATER SERVICES, THE AUTHORTY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER CONST UCTION NOTES 1, ALL UTILITIES MUST BE UNDERGROUND 2. ALL LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES OR ROAD RIGHT OF WAYS 3. MAINTAIN 3' COVER OVER WATER AND SEWER LINES 4. MAINTAIN 5' CLEARANCE BETWEEN STORM SEWER AND WATER LINES ��VAAIW_11070�1' / Ch°i *OIY D /o °r- /o °�9°0 pr��ri'Pr/ 00, •;- 3%d >14 CONTRACTOR TO COORDINATE R/ WORK WITH, AND MEET THE 18 CMP o, • . / '\ CONSTRUCTION REQUIREMENTS OF, THE FCSA MAINTENANCE / �``� C? 'S��E £NE0 ay DIVISION �, S`�p .. /vlr�a 8�F Serb°� c� VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. e� N `, % • • • • • • • • {'F �ER� ° sa� �0 E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS RELOCATE & ENCASE &80� ��" �I �� .'`.P.• 7. ALL FIRE LINES SHALL HAVE A BACKFLOW PREVENTION ASSEMBLY WATER AND SE y ,y '.'.'.' ' \ . ��. ....6 DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE LINES IN THIS AREA. / t�° �' `� DETECTOR SHALL MEET ASSE STANDARD NO.1048 OR 1047. ANY �'r �`' • • • • • EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE AFIRE / � �`� ��`� ;;.• , , '.'.','.'.', ` � , . , . , , .. , , ..� SERVICE METER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES `tti� ? 630.0 or ARE REQUIRED i ,., X s ,.:1, rr vl` ` `+� cage 01 8. FCSA ENGINEER SHALL REVIEW THE MECHANICAL DRAWINGS .>� x. ` „ J CI�n CONTATlNING THE DOMESTIC AND FIRE SERVICE METERS AND BACKFLOW OUTSIDE STORAGE < t C �� '9os O ro , <............. TYP... 11= 6'-�,! .......... PREVETNION DEVICES, AND APPROVE THE DESIGN AND MATERIALS / /• r. ( , r�� 1 -�, Now or Formerly Qq` < ,, " ; �� 200 , The Adams Development Group Inc. ;" f ', : �lw 1' ..... . Instrument No. 0JO015420 0 9TF .........'..'. ��.� '� `� I '.'..'.'..'. O {See plat at Instrument No. 040017467} < r. s J( I :� Residue of Tax Mop No. 44-A-75 �� �° r'.'....... ER 20 / CDC Zoning - BJ (Industrial Transition District} P rk © `r ' UMps( DO S N�,` 0 - Vacant �o \�%. 3 t_iQ:s7 P.i....... 4 '\. .. ...... `'�`a� ''. pAD �a X A) F F 2 � Use / �� ............ ......... • ........... A V \.6o CAR . • ......... p NO �- 3 0 .................... D U . F't: y , ..... {/�� m . . . . . . . . . ....... ,,`�;;rr`.>�. .� ............ .V.T„. S! N SCALE: 1 " = 50' 50 25 0 50 100 / � 1 FRS 1 °ca N°,� oD°b or F ° °°k 0.No , ,o° . a2 ° :........::::::: : %:`�• S _ y� , :��; 4M ....:.'.'.'.'.' K�C�RE �S �� ~/ NOTE; r\� . �, NO RESTROOMS IN BLDGS 2,3,4 / !� >�t ?.`_'.'.'.......... r ��,%.. .. �!' e' lc / OR 5. MAX. TRAVEL DISTANCE .. . ... .... . .'�\;'J .. .�,.. /. R QN' .... ~ (BLDG #1 TO BLDG. #2) 400' \\` �r >� ��\�. Q. O 7 Post Found w 10 Q� /C4`r' ti Sl `\. C5Q /. 0.5'SondO.i £ Chain_ ............. ....... ,4. S r ' O \ :� 6 /. y \ .... ASPHALT Zi7k F*.,c$ .. �` �°�`�� �'� •� ...'.................'.'....'..~��l�, .. �.�... 00 �� doh, SURFACE .... �� �. >.^,. , 1 nyc ; y•yv % �(.pOr \ S /`n f . ' . \ / ..'..'..'..'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.....'.'.' �r v' ... �' \.. .. co.� S 'VC ? �% \ All- 14 ...................................... I ... ...... :.. ... O l>Lc` o................................. ....... 3. 79" ........................ , 60 0 WITH •BUMPING. POST ......................... ........... ............. s, v/� �.� ? . ��M\ . . �p .,. .. ...... .. . . Q. . . . . .. . o. ' .........�S.�.T. . '.. SAL . . .........�..h/�.� �o., ff•'.�a /. .�...-SURFACE-.. .^... . .......... s...., .�, i'. ASPHALT• . \� \ \C/C °.►� \................� SURFACE. ........ 2�0 z ". ....... S/y �¢J/ j ` PIPE 'B3" ...... ` oR�cE S F i�/ , 1S0 �/(; 7 er.. \ ,oqa r�, yV . / . /.. '� 0jQ ........................ ��'� \ FF/C,�- .. . . .. .�. . �. . . . .�� , ti / qCC \ qR :...:.:..... ' .... /` , R 76p At LEG END -----7gp-- EXISTING CONTOUR 790 PROPOSED CONTOUR PROPERTY LINE EXISTING STRUCTURE PROPOSED STRUCTURE ---------•-- RIGHT OF WAY OR EASEMENT LINE - --- - CENTER LINE ------_-- BUILDING SETBACK STORM SEWER AND SIZE --X X- EXIS77NG CHAIN LINK FENCE 6' CHAIN LINK FENCE 6' BOARD ON BOARD FENCE 71 UNDERGROUND ELEC. CONDUIT AND SIZE UE/T UNDERGROUND ELECTRIC/PHONE 8'SS SANITARY SEWER AND SITE 8 "W WATER LINE AND SIZE 1'G GAS LINE AND SIZE + 816.3 EXISTING SPOT ELEVA77ON x 816. J PROPOSED SPOT EL EVA 770N ---op SWALE ARROWS • SURVEY MONUMENT O PROPERTY CORNER 0 U77LITY POLE O FIRE HYDRANT �1 TRAFFIC FL OW DIRECTIONAL ARROWS D E R OUTDOOR LIGH77NG SEE ELECTRICAL LIGHTING PLANS ASPHAL T PA VINO CONCRETE PA 14NG OUTSIDE STORAGE �° ti �EjyFR Sf0°Q' \ "Allb ... . : . c� aD.FFNC. �6. ✓. .. . . ..:. `'Yy,< r �.� a� D� ey 6 s4•f'.; .....:..s/�� :.:.:.:.:.'.'.'.;..._..... PIPE "84., ,P s ' ' ' \ ' /' "� 4" ASPHALT CURB.210 .� ....,...,. G T4,. TO BLDG. #2 h ... (M,C--3C) ASPHALT.... 'SURFACE.'.'.� . . \ /� p�? 9yToes WqT� F se ryV . ' ' . ..:,� 6" CURB, AND GUTTER / TO 30' GATE IN (CG-6) ,QR8p • •. ?, \ c� . .. • . .. PIPE o Dkt 6' HIGH BOARD ON BOARD FENCE (SEE SCREEN FENCE DETAIL SHEET C08) PIPE "B2" Now or Formerly The Adams Development Group, Inc. Instrument No. 0JO015420 (See Plat at Instrument No. 040017467) Residue of Tax Map No. 44-A-75 Zoning = BJ (Industrial Transition District) Use = Vacant D ;4s o�3s„ Ce 2S0.Op- P�, 16 Pr, 8s; 095 S 92 Cl ° q°O 4lo� �I'II)-IST/N� S�, '9S� �T 0 �1 ;11 0-Fo o PROPOSED 35' HIGH�-- (S�,e A. 'y4/,y Sq FR /ST e PIp �, 150 SF FREE-STANDING Oc-2 �739" °`°/ °�� b/Tq G�� \'qn/ c3 ♦ I, I 2 SS <'o,7i� es%° °�/��°°fN o�P sry 'QY /%� Co CE w !` Ro,� POLE SIGN (12 SETBACK) 4, 2g I9, 6 g ° o/• ° �/1/0 Drs,�rfc� �\ I'j fir CG-6 CURB AND GUTTER TERMINATES AT THE BEGINING OF THE RIGHT -TURN LANE ON YARDMASTER COURT. i °°. J yF � el s� �aa RCR R� 236 90' Ce 50 00' �z / CD,22 89 S4 PC, 314, Ply �2�28�3 (2) - 30" DRAINAGE CULVERTS BY ADAMS DEVELOPMENT 1. 611.00 - - TA Dori `� ..- • �- OWNER / DEVELOPER PIERCE HARDY LIMITED PARTNERSHIP 1019 ROUTE 519 EIGHTY FOUR, PA 15330 (724)-228-3636 �j oa 84 LUMBER 1019 ROUTE 519 IGHTY FOUR, PA 153 (724) 228-3636 280' SIGHT DISTANCE USGS QUAD MAP Scale: 1"=2000' VICINITY MAP Scale: 1"=2000' UTILITY INFORMATION WATER / SEWER: FREDERIK COUNTY SANITATION AUTHORITY PHONE: VERIZON P.O. BOX 1877 P.O. BOX 17398 WINCHESTER, VA. 22604 BALTIMORE, MD. 21297 (540) 868-1061 (301) 954-6282 POWER: ALLEGHENY POWER GAS: SHENANDOAH GAS CO. P.O. BOX 1458 P.O. BOX 2400 HAGERSTOWN, MD. 21741 WINCHESTER, VA. 22604 1-800-654-3317 (540) 869-1111 VIRGINIA UTILITY PROTECTION SERVICE 1-800-552-7001 PROPOSED DESCRIPTION PROPOSED DEVELOPMENT INCLUDES CONSTRUCTION OF A 34,450 SF MAIN BUILDING, A 20,000 SF STORAGE BUILDING, (3) 9,600 STORAGE SHEDS, ASPHALT PARKING AND A RAILRAOD SPUR 1 PROPOSED IT I LOCATED N T PARCEL 4-- F T NOTE: ) ED SITE 5 LOC 0 TAX4 A 75B 0 HE ADAMS DEVELOPMENT SUBDIVISION AS RECORDED IN JULY 2005 2 THERE ARE NO ENTRANCES WITHIN 200' OF THIS PROPERTY 3 THERE ARE NO WETLANDS ON THE PROPERTY 4 THE PROPERTY IS NOT WITHIN THE 100-YR FLOOD PLAIN 5 THERE ARE NO PROPOSED EASMENTS OR DEDICATIONS FOR THIS PROJECT 6 FIRE LANE MARKINGS AND SIGNAGE: ANY "NO PARKING" SIGNS AND YELLOW PAINTED CURB LOCATIONS WILL BE INSTALLED BY FIELD INSPECTION AT THE DIRECTION OF THE FIRE MARSHALL'S OFFICE SITE INFORMATION ZONING: B-3 - INDUSTRIAL TRANSITION DISTRICT PARCEL NO. 44-A-75B LOT REQUIREMENTS REQUIRED PROVIDED LOT AREA: N/A 10.0 AC DEVELOPED AREA: N/A 10.0 AC LANDSCAPED AREA: 25% MIN. 27% LOT WIDTH: N/A 504' FRONT YARD: 35' MIN. 35' SIDE YARD: 15' MIN. 70' REAR YARD: 15' MIN. 100' *FLOOR AREA RATIO: 1.0 MAX. .19 BLDG. HEIGHT: 35' MAX. 25' SIGN HEIGHT: 35' MAX. 35' SIGN AREA: 150' MAX. 150' SIGN SETBACK: 10' MIN, 12' PAVING SETBACK: 5' MIN. 5' TOTAL OUTSIDE STORAGE: N/A 35,000 S.F. BUILDING CODE INFORMATION THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE USE GROUP M (MERCANTILE) AND S (STORAGE) OF THE INTERNATIONAL BUILIDNG CODE 2000. AS WELL AS ICC/ANSI A 117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. MAXIMUM OF 12,000 SF AREA WITHOUT FIRE SUPPRESSION UNLESS THE BUILDING IS SEPARATED BY FIRE BARRIERS CALCULATIONS PARKING SPACE SIZE: 180 S.F. MIN. & PROVIDED PARKING AISLE: 22' MIN. - 24' PROVIDED HANDICAP SPACE: 12' WIDE. MIN. - 12' PROVIDED OFFICE AREA: 1 SP/250 S.F. x 2,600 S.F.= 11 SPACES RETAIL AREA: 1SP/200 S.F. OF RETAIL SPACE x3,200=16 SPACES WAREHOUSING AREA: 1SP/EMPLOYEE x15 EMPLOYEES=15 SPACES TOTAL PARKING REQUIRED= 42 SPACES TOTAL PARKING PROVIDED= 42 SPACES HANDICAP ACCESSIBLE SPACES PROVIDED= 2 HANDICAP SPACES REQUIRED= 1/25 REGULAR SPACES= 2 LOADING SPACES: 1/40,000 S.F. OF FLOOR AREA x 83,250 S.F.= 3 MIN. & PROVIDED LOADING SPACE SIZE: 12' x 45' MIN. & PROVIDED *TOTAL FLOOR AREA = 83,250 S.F. TOTAL GROUND FLOOR AREA = 83,250 S.F. **SEE LANDSCAPING PLAN FOR TREE REQUIREMENT CALCULATIONS AREA & AADT INFORMATION (Based on calcs. by Adams Development) ORIGINAL ESTIMATES 84 LUMBER UPDATED TOTALS BUILDING AREA SF VPD SF VPD SF VPD OFFICE 120,000 1,322 2,600 29 122,600 1,351 SELF-SERVICE STORAGE 140,000 350 0 0 140,000 350 BUILDING MATERIALS/ LUMBER STORE 25,000 1,290 3,160 163 3,160 163 WHOLESALE 150,000 1,010 48,690 328 1 88,690 597 WAREHOUSE 120,000 596 28,800 143 108,800 540 TOTAL 555,000 4,568 83,250 663 463,250 3,001 ERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY SITE / UTILITY PLAN DATE DESCRIPTION NOI DATE DESCRIPTION 1 2 9/2/05 9/13/05 PER FCSA COMMENTS PER FCDPD COMMENTS 3 9/23/05 PER VDOT COMMENTS 4 9/26/05 PER FCID COMMENTS 5 9/27/05 PER FCDPW COMMENTS YARDMASTER COURT 6 10/19/05 PER FCSA COMMENTS 7 12/01/05 PER COMMENTS 8 12/07/05 PER COMMENTS STONEWALL MAGISTERIAL DISTRICT 9 12/15/05 PER COMMENTS FREDERICK COUNTY, VA PROJECT INFORMATION SCALE. 1 "=50' JOB NO. STORE NO. 1712 SHEET NO. C01 DESIGN BY: JZ DRAWN BY: CW DATE: 08 / 12 /05 AVBEL ENGINEERING 43 RIDGEWOOD CT McDONALD, PA 15057 (724)-745-1965 U FRANK J. AVBEL Into, 15859 15 2005 Is EROSION / 5E0IMENT CONTROL LEGENO NO. KEY 5YME1 01r DESCRIPTION 3.02 @ T1Ttf'ORAT2Y I;RAvEi, CGfISTpjC7fCP2 Iz1rF�cr= 3.05 >6� --X- 911-T FENCE 3101 IP = � STOW DRAN INLET PROTECTION 3.01 Ci1LVERT INLET PROTECTION 3.10 om"ir"K TEMPORARY FILL DIVERSION 313 9T TEMPORARY 5EDtM M TRAP 31D .@ CUTLET PFWMCTICN 3.20 , F; L^ C14ECK DAM aRAa1A�1 tarMa�s '+ ► CF21T(CAL SLOPE - CMTICA. SLOPE TO 0E SEEDED, MULCHED AND TACKED j UT149 14 PAYS AFTER START OF G,QAP[N6, OR SODDED A10 PEOG-Eo UlITHN 14 DAYS AF?EP START Now or Formerly The Adams Development Group, Inc. Instrument No. 0JO015420 (See Plot at Instrument No. 040017467) Residue of Tax Map No. 44-A-75 Zoning = BJ (Industrial Transition District) Use = Vacant e ca CQNSTUCTION NOTES 4 0 1. ALL UTILITIES MUST BE UNDERGROUND 2. ALL LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES OR ROAD RIGHT OF WAYS 3. MAINTAIN 3' COVER OVER WATER AND SEWER LINES C'fOr N 4. MAINTAIN 5' CLEARANCE BETWEEN STORM SEWER AND ova oh To o 4'Or °rr`j� WATER LINES / , + w ado r/y I. 630. off . Uso ,P,q 5�f o90 ,3C�4 q, 0 ` d CONTRACTOR TO COORDINATE 200' CULVERT WORK WITH, AND MEET THE 18 CMP CONSTRUCTION REQUIREMENTS / ' / \ �Y� OF, THE FCSA MAINTENANCEDIVISION �' \ `� rt, I. 632.5 c ` \ IP 3+1. .97 P ` 32.7 o 2.. o �. /Z 633.0 DRAINAGE COMPUTATIONS Q=C*I*A C(PAVED)=.9, C(GRASS)=.3, 1(10-YR STORM, 5-MIN DURATION)=6.8, A=ACRES, N 1 2 PIPE "Al" 7 S PIPE "114" DA= .43 ACRE PAVED DA= 1.32 ACRES PAVED Q= C*I*A = .9*6.8*.43 = 2.6 CFS Q= C*I*A = .9*6.8*1.31 = 8.1 + 16.4 = 24.5 CFS USE 85' OF 18" CPP @ 1.2% USE 125' OF 18" CPP @ 3.8% Q=13.5 CFS Q=26.7 CFS 2 3 PIPE "AT' 8 4 PIPE "D" DA= .49 ACRE PAVED DA= .21 ACRE PAVED Q= C*I*A = .9*6.8*.49 = 3.0 + 2.6 = 5.6 CFS Q= C*I*A = .9*6.8*.21 = 1.3 + 24.5 + 8.I= 33.9 CFS USE 75' OF 18" CPP @ 1.7% USE 105' OF 24" CPP @ 2.4% Q=16.07 CFS Q=45.7 CFS PIPE "A3" 9 1 PIPE "C V DA= .41 ACRE PAVED DA= .25 ACRE GRASS & 1.0 ACRE PAVED SCALE: 1 " = 50' Q= C*I*A = .9*6.8*.41 = 2.5 + 5.6 = 8.1 CFS Q-- C*I*A = 6.8*(.25*.3 + 1.0*.9) = 8.5 CFS USE 75' OF 18" CPP @ 1.0% USE 200' OF 18" CPP @ 1.9% 50 25 0 50 100 Q=12.45 CFS Q=18.9 CFS PIPE "A4" 10 PIPE "C2" DA=O ACRE DA = .4 ACRE PAVED (FROM R. DRAIN) Q= 8.1 CFS Q= C*I*A = 9*6.8*.4 = 2.5 + 8.5 = 11.0 CFS USE 370' OF 18" CPP @ 2.7% USE 190' OF 18" CPP @ 4.2% Q=20.5 CFS I„ 11 Q=23.8 CFS Cha�7CI °W °� F 4 5 PIPE B 1 0 1 PIPE "CT' �,oeoln� °ed 0"' O��°� ffry DA= .43 ACRE GRASS & 1.16 ACRE PAVED DA= .38 ACRE PAVED ``Te/ hone Z°T°X'yOpk '7`S Pp E L/x Q= C*I*A = 6.8* (.3* .43 + .9*1.16) = 8.0 CFS Q= C*I*A = .9*6.8*.38 = 2.3 + 11.0 = 13.3 CFS o/n9 R 0. �sr� 9° 1Z USE 185' OF 18" CPP @ 0.5% USE 25' OF 18" CPP @ 7.0% Use - 4 A, q Q=9.15 CFS !1 Q=28.1 CFS a 5 6 PIPE "132" 1 4 PIPE "C4" DA= .81 ACRE PAVED DA= .97 ACRE GRASS & .25 ACRE PAVED C*I*A = .9*6.8*.81 = 5.0 + 8.0 = 13,0 CFS c � Q= Q=CIA = 6.8 (.97 .3 + .25 .9) = 3.5 +13.3 = 16,8 CFS o ��'k`- •� USE 80' OF 18" CPP @ 1.6% USE 60' OF I CPP @ 2.50/o Q=15.6 CFS Q=21.7 CFS 6 7 PIPE "133" 4 1 PIPE "E" DA= .55 ACRE PAVED DA= 0 ACRE F Q= C*I*A = .9*6.8*.55 = 3.4 + 13.0 = 16.4 CFS Q= 16.8 + 33.9 = 50.7 CFS �aod,& °h '4 er/y USE 135' OF 18" CPP @ 2.2% USE 25' OF 40" CPP @ 1.3% eo x dfap 6sr� P 7�bs Q=20.3 CFS Q= 131.3 CPS 70 ` Post Found W 0.5' S cnd 0.7' E 633 5 �X l�Oo '• 'ff?h6� o '' Jo ' \ \ \ II \2 IP ASPHALT. ( 'G"k I SURFACE �. aZ? 63 630 IP 633.75, IP ND 0 S.PU \ `s WITH BU ` ING OST rn /•' ci a`X / ` r 35.5 \ ` 633.7 \ \ / 6' HIGH BOARD ON BOARD FENCE 631 .0' (SEE $GREEN FENCE DETAIL SHEET C08) ASPHAL Q 2 1 \ 630.25 X ' PIPE "B2"` SURFA 6 5 ; X 630.5 12 634.0 ` e as o / V 33.75 631 0 IX *� �/ / 91P b3•�. 631. 5 D Now or Formerly Hi I ��n The Adams Development Group, Inc. A ALT 33.5 Instrument No. OJ0015420 (See Plat at Instrument No, 040017467 �a� �. \� / \ SURF E 6�� X 630.75 ) PIPE "63" ? Residue of Tax Map No. 44-A-75 631.25( D 3 5 Zoning = B3 (Industrial Transition District ,e �Ao e do 636.7..:.. Use = Vacant ) cT 1.0 0 ; " PIPE B4r r , � LEGEND ----./ _.._� _-- 90 EXIST/NLcETOUR 790 PROPOSED CONTOUR PROPERTY LINE EXISTING STRUCTURE 77777777777/ PROPOSED STRUCTURE ---------- RIGHT OF WAY OR EASEMENT LINE - -- - CENTER LINE --------- BUILDING SETBACK STORM SEWER AND SIZE -X X- EXISTING CHAIN LINK FENCE -,0 6' CHAIN LINK FENCE 6' BOARD ON BOARD FENCE 1 E UNDERGROUND ELEC. CONDUIT AND SIZE UE/T UNDERGROUND EL ECTRICIPHONE 8 `SS SANITARY SEWER AND S127E 8"W WATER LINE AND SIZE- 1 'G GAS LINE AND SIZE + 816. J EXISTING SPOT ELEVA 7708 x 816.3 PROPOSED SPOT ELEVATION _- SCALE ARROWS O SURVEY MONUMENT O PROPERTY CORNER URLITY POLE O FIRE HYDRANT t 7??AFFIC FLOW DIRECTIONAL ARROWS D E R OU7DO0R LIGHTING.- SEE ELECTRICAL LIGHTING PLANS `:;................. ASPHAL T PA 141VG ? �:'; :`• .: ;':: CONCRETE" PA V/NG OUTSIDE STORAGE 's� 3 7 ASP LI D FACE �.. ...... 35 ........_ 8� O�Gj��oQ4' .... ... ,PIPE *on �o ado N° %Soo /rj /lJS 1 •�j°fs1rrirjj P/ 09 `Ov �dU\s/fr�°�o°�T 'emo qOO o ���,o / O�O?je .00 �o roc° \........ '�6,o4/ /° y�� J (2) - 30" DRAINAGE CULVERTS TP srgT BY ADAMS DEVELOPMENT Rr=6P0NeI5L.[=- I•...AND DISTURER 5ER TAME., CERTIFICATION I,- DATE. - THE fRE6FON&If3LE LAND DISTI, RiBEfR. 16 THf=- i= ARTT" RE&PON6I1-3I. E FOR CARRYING OUT THE LAND 1Di6TUfR5ING ACTIVITY" A5 SET FORTH IN THE PLANS. \ . �• . � qP ; �I TRH 18" RAIL CULVERT OUTLET PROTECTION MANNING'S 'N':.013 SLOPE: 1.25% MAX. FLOW RATE: 12 CFS MIN. TAILWATER RIP -RAP D50: 6" La: 10' 30" STORM SEWER OUTLET PROTECTION FLOW RATE: 50.7 CFS MIN. TAILWATER RIP -RAP D50: 8.4" La: 22' RIPRAP DITCH FLOW RATE: 50.7 CFS MANNING'S 'N':.023 SLOPE: 2.0% SIDESLOPES: 3:1 BOTTOM WIDTH: 4' RIP -RAP D50: 4.4" DEPTH OF FLOW: 12.2" VELOCITY: 7.10 FT/SEC STORMWATER STRUCTURES NO. DESCRIPTION TOP INVERT H NOTES (�1 CATCH BASIN 632.5 630.0 2.5' DI-1 02 CATCH BASIN 633.0 629.0 4.0' DI-1 03 CATCH BASIN 633.25 627.75 5.5' DI-1 ® CATCH BASIN 630.5 628.0 2.5' DI-1 Q CATCH BASIN 629.5 627.0 2.5' 0I-1 © CATCH BASIN 629.75 625.75 4.0' DI-1 U7 CATCH BASIN 629.75 622.75 7.0' DI-1 ® CATCH BASIN 628.5 618.0 10.5, DI-1A �}9 CATCH BASIN 633.5 630.5 3.0' DI-1 (1� CATCH BASIN 629.75 618.75 11.0' DI-1A 1Q CATCH BASIN 622.0 617.0 5.0' DI-1 Q MAN HOLE 634.0 627.0 7.0' MH-•2 MAN HOLE 636.7 626.7 10.0' MH-2 ® MAN HOLE 620.5 615.5 5,0' MH-2 1� HEADWALL - 615.0 EW-1 STORtiIPIPE DESCRIPTIONS LOCATION PIPE SIZE PIPE TYPE PIPE LENGTH SLOPE % PIPE "A1 18" CPP 85 L.F. 1.18% PIPE "A2" 18" CPP 75 L.F. 1.67% PIPE "A3" 18" CPP 75 L.F. 1.00% PIPE "A4" 18" CPP 340 L.F. 2.71% PIPE "B1" 18" CPP 185 L.F. 0.54% PIPE "B2" 18" CPP 80 L.F. 1,56% PIPE "133" 18" CPP 135 L.F. 2.38% PIPE "B4" 18" CPP 125 L.F. 3.80% PIPE "C1" 18" CPP 200 L.F. 1.90% PIPE "C2" 18" CPP 190 L.F. 4.18% PIPE "C3" 18" CPP 25 L.F. 7.00% PIPE "C4" 18" CPP 60 L.F. 2.50% PIPE "D" 24" CPP 105 L.F. 2.17% PIPE "E" 30" j CPP 40 L,F. 1.257. Q OQ 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FA CILI T Y GRADING AND EROSION CONTROL PLAN YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION .NLTIJ % ti / U FRA K J. AVBEI No. 15859 p �' � 0 & °jnl�'��i,1 �' NOI DATE DESCRIPTION NOI DATE DESCRIPTION SCALE: 1 "=50' 1 2 3 4 5 7 9/02/05 9/13/05 9/23/05 9/26/05 10/19/5 5 122/011 /0 DER FCSA COMMENTS DER FCDPD COMMENTS DER VDOT COMMENTS DER FCID COMMENTS €R FCDPW COMMENTS PER FCSA COM PER COMMENTSM€NTS JOB NO. STORE NO. 171 SHEET N0. CO2 DESIGN BY: JZ DRAWN BY: CW DA-(E: 08 12 05 CoNST UCTION NOTES 1. ALL PLANTING SHALL CONFORM WITH §165-36 B OF THE FREDERICK COUNTY ZONING ORDINACE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE) 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYING PLANNING DEPARTMENT Now or Formerly The Adams Development Group, Inc. Instrument No. 0JO015420 (See Plat at Instrument No. 040017467) Residue of Tax Map No. 44--A-75 Zoning = B3 (Industrial Transition District) Use = Vacant / / t o� / 501 0 rn r � a�a �g C� rho � y, De'Sor/PS°� or N ¢Bsr 0/'- F 0 106,> J / 30' NO TR EE S �` �e%ic qo (UTILITY EMENT) W T� \� rloco On �`�hgic CONTRACTOR TO COORDINATE WORK WITH, AND MEET THE CONSTRUCTION REQUIREMENTS OF, THE FCSA MAINTENANCE SFe __15- ?Aar DIVISION 114W ��oc� tia0o r . ....... ......' ' ' ' .. . . . 5 /.....,� . tot' Co fs / . •� 9AY C'NG m. ' . .. . ' . . . . . . . . .. .. . . . . . . . . . . . . . 6uryc� . . .. . . \ ......................................................... Q�......................................................... / / ................................... �.'.'.'.'.'........ ....................,......................... .............. CStEXR � pAD �� ~ . a gal e ..................... s `....'.'.'.'.'.'.'.".'.'.'..... ti 'tiro �.. ...".'.'.'.'.'.'.'.'.'.'.".'.'.'.'.','.'.'.'. .. .... ... ... .. \. \ . v y/ a2 �.�............... ............................... o� .'f.... � �" ... ''�' ... ........... `� o .. .'............' �........... 1� I �s .'`�. �' ......... I. Fa` .' ( h ...... ............ ....... I �.,` ... ......I/ ......................................... i N SCALE: 1 " = 50' 50 25 0 50 100 D°e orob °rim4. er/ > °x ,y1op 4 lO ��r o90 J/ Res�do ro/ .............(I...........�........................................................ Post Found . .'.'. ..... ......... . . .�:\:' : : : : : : : : \. 0.5'Sond0.7 E °� 05 �vkh 0 / . . . . . . . . . . . . . . . . � . . . . . . . . . . . .... 6 ,� ....... I .........�................. ................ ASPHALT ...... F07ce . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . 15' NO TREES .'.'.'.'.'.".".".'.'.".'.'.'.''.'.'.'.'.".'.'.".'..'.'.'.'.'.'.'.. SURFACE / (END OF BERM GRADING) '_'�•• G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84 LUMBER TO EXTEND BERM / . . i/ \ & TREE PLANTING To P.L, \' � CWHEN �E PLANTING PROPERTY de e i : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :•\•` / : : : : : : : : /? To�BERBONDED ING CURRENT ��ocbtA bra / I CONSTRUCTION PHASE p ii 1� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . .. . . . .. . ........................................'... / . . . . . . . / 6' HIGH BOARD ON BOARD FENCE / . <. . . . . . . . . . . . . . . . . .'.'. .'. . . . . . . . . .'.'.'.'.'.'. (SEE SCREEN FENCE DETAIL SHEET C08) ....\. .............ASPHAL.T.................... ........ /............. \ .... ............................................. / /................ ..........SURFACE...... ................... ............. ...........I........ 0. /......:........... . ' ........ '. co.. ........... ...'.'.'.'... ............ /.....:............. AIR `.'.'.'.'.'.'.'.'.'.'.'''''''' . .......'.'.'.".'.".'.'.. , :............................... : : : : : : : : : y f/ < . . . . . .. .".. . .'. .'. ..'. " • • • . ....'.'. .'. ' ','.'.'.',',':'' ............'.'.... , . , .. ........'."......... / Now or Formerly ` % The Adams Development Group, Inc. ASPHALT Instrument No. 0JO015420 (See Plat at Instrument No. 040017467) °°� / \` ♦ ` SURFACE..'.'.'.'.'.'.'.'.'.. Residue of Tax Map No. 44-A-75 �.,.'.".'........... :..'.'.'.'.'.'.'.'.'.'.'.'.'. '.'. 'l Zoning = B3 (Industrial Transition District) S;.".'.'.'.'.'.'.'.'.'. o Use = Vacant 4143 / \ .................. .. , ..............'''..... ........ >,� o• ti \ ... .... ........ ... ' . ' . ' . .. ... .... ...... ,1 LEGEND ---- ---- /gp----- EXISTING CONTOUR 790 PROPOSED CONTOUR PROPERTY LINE EXISTING STRUCTURE PROPOSED STRUCTURE - - - - - - - - RIGHT OF WA Y OR EASEMENT L/NE - — - CENTER LINE --------- BUILDING SETBACK STORM SERER AND SIZE —X X— EXISTING CHAIN LINK FENCE n 6' CHAIN LINK FENCE 6' 80ARD ON BOARD FENCE _17-- UNDERGROUND ELEC. CONDUIT AND SIZE UE/T UNDERGROUND ELECTRIC/PHONE 8':55 SANITARY SEWER AND SIZE 8"W WA TER LINE AND SIZE- 1 G GAS LINE AND SIZE -+- 816.1 EXISTING SPOT ELEVA ,ION x 816. J PROPOSED SPOT ELEVA 77ON - — SWAL E ARROWS SURREY MONUMENT O PROPERTY CORNER 0 U77LITY POLE O FIRE HYDRANT TRAFFIC FL OW DIRECTIONAL ARROWS D E R OUTDOOR LIGHTING. SEE ELECTR/CAL LIGH771VG PLANS .................... ASPHAL T PA 141VG CONCRETE PA t//NG OUTSIDE STORAGE s •511RFACE.' F......................................:. ' .......:.:... \ \ .............. ..... o41o,,\ ` .1 PROPOSED 35 HIGH 54. 9 150 SF FREE-STANDING �c�2) 3 " eo •oj rrslr s �o �•• Fo 0 a46 p�. c- 3S �r�10 2SSQ 6.44, 6 R,2$1.26 Ce,s Q 00, co, 85• P 195.8�,9'1Sry p1�1�6.1- 6 W Pp`1861 U95 �S5 92 Cl <'o��'f'°sr`yU�of/�oi�N,o�� o. y \ \,l ' /� POLE SIGN (12' SETBACK) �2819sd6" o� p0/Sorg 2242 °.2S0Ce06usosY>opO9so PC 4W=19 22 19� ,cO \ / wQ�er _ �2813 / / /- \'v�r� (2) - 30" DRAINAGE CULVERTS C2 BY ADAMS DEVELOPMENT1. 611.00 EVERCREEN TREE - GROUND UNE TO BE THE SAKE DECIDUOUS TREE -PRUNE BACK 1 4' ON -SITE AS EYISTED AT THE NURSERY SPRAY PATH ANTIDESICCANT A C TO MANUFACTURER'S WSTRUCDONS-IF FOUAGE IS PRESENT. DOUSE STRAND OF 10 GAUGE GALVAWZED PARE ,MISTED GARDEN HOSE 3 GUYS OF 10 GAUGE TMTSTED 2 1/2' aA.-10' LONG CEDAR STAKE MATH PARE 120' APART -AROUND NOTCHED END (7- EXPOSED}-2 PER TREE TREE TURNBUCKLE / FOLD BACK BURLAP FROM TOP OF BALL 2' MULCH 4' SOIL SAUM BACKFRA, PATH TOPSM AND PEAT MOSS 3:1 RATIO BY VOLUME IN 9' LAYERS WATER EACH LAYER UNTIL SETTLED 2e X Y X 2' STAKE DRIVEN NOTE: WRAP FLUSH PATH FHSHED GRADE DDEEg0 AOVS S nc CAL VATH BURLAP OR I� - .� �- 6' FOR PLANTS UP TO 4' } ]GHT WN. B' FOR PLANTS EQUALS ,MICE 60-'J" OVER 4' HEIGHT MN. BALL DLAMETER PLANTING SCHEDULE SYMBOL QUANTITY BOTANCAL NAME COMMON NAMEHEIGHT CALIP. NOTES SPACING 84 TAXUS BACCATA ENGLISH YEW 3' H B & B 3' C-C 63 PICEA SPRUCE 4' H B & B 6'-8" C-C 163* ACER RUBRUM RED MAPLE 2" CAL. B & B ** it 63 PINUS STROBUS WHITE PINE 4' H B & B 6'-8" C-C * 63 ON 15' WIDE BERM, 100 ELSEWHERE ** 6'-8" C-C ON 15' WIDE BERM, 15' C-C ELSEWHERE ZONING BUFFER LEGEND NORTH BUFFER "C" CATEGORY - 100' FULL SCREEN WITH BERM ' ACTIVE INACTIVE 6' HIGH BERM TREE CALCULATIONS 0 �; =�VEW3fZEN =�vcRCsQ;.EDi =pEGIpt1;.�15 1/3 DECIDUOUS TREES 2/3 EVERGREEN TREES PARKING LOT/PERIMETER TREE REQUIREMENTS: INTERIOR SHADE TREES: 1/10 SPACES * 42 SPACES = 5 TREES MIN. TOTAL PARKING AREA: 22,000 S.F. LANDSCAPED PARKING AREA: 2,000 S.F. MIN. LANDSCAPED AREA = 5% PROVIDED LANDSCAPED AREA: 2,000/22,000 = 97. TOTAL IMPERVIOUS AREA: 320,000 SF TREES REQUIRED : (1/2,000 SF FOR FIRST 100,000 SF) + (1/5,000 SF OVER 100,000 SF) = 95 TREES TOTAL REQUIRED TREEEES: 100 DECIDUOUS TREES TOTAL PROVIDED TREES: 100 DECIDUOUS TREES ZONING DISTRICT BUFFER REQUIREMENTS: LENGTH OF CURRENTLY PLANTABLE BUFFER = 630' (15' OF FUTURE AREA TO BE CONSTRUCTED AND PLANTED) TREES REQUIRED: 3 TREES/ 10 L.F. * 630' = 189 TREES (126 EVERGREEN, 63 DECIDUOUS) FUTURE TREES REQUIRED: 3 TREES 10 L.F. * 15' = 5 TREES (3 EVERGREEN, 2 DECIDUOUS) TOTAL BUFFER PROVIDED TREES: 189 TREES TOTAL REQUIRED TREES: 289 TREES TOTAL PROVIDED TREES: 289 TREES TOTAL REQURED FUTURE TREES: 5 TREES (TO BE BONDED DURING CURRENT CONSTRUCTION) TOTAL PROVIDED FUTURE TREES: 5 TREES 0 a O 84 LUMBER 1019 ROUTE 519 :IGHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY LANDSCAPING PLAN YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION U FRA K J. Alv � No. I585C �� ��� 15 201 NOI DATE DESCRIPTION NO DATE DESCRIPTION SCALE: 1 "=50' 1 2 3 4 5 6 7 9/02/05 9/13/05 9/23/05 9/26/05 9/27/05 10/19/05 12/01/0 DER FCSA COMMENTS DER FCDPD COMMENTS DER VDOT COMMENTS DER FCID COMMENTS DER FCDPW COMMENTS PER FCSA COMMENTS PER COMMENTS JOB NO, STORE NO. 1712 SHEET NO. CO3 DESIGN BY: JZ DRAWN BY: CW DATE: 08 12 05 )Ix hor/~o,�, pr �oo/ dlop og8� Hof �/ U Aso ,pq • sr.�\A o wok ,g9r!'h'Ps/d �JS9 3 o%oro/ f'°J AV C U RVE DATA:o`� �� �/ `•_ �,°�� °�G'° °°d r�°., I=22'52'27" Ac / -` cna;n_k g',� \` -� CONTR TJ COORDINATE�d WORK _ 6. D M CONSTf� 'REQUIREME s`�. Csc Lek cH� _` ``•- �� OF, THE E€SA9'MAINTENANCE d�`4, DIVISION ...... ... RELOCATE & ENCASE&80� �r '`,n�`�`'4����WATER AND SE / .'.'...'.' rye LINES IN THIS AREA. ^. . . . , .. . . . . . . '.'.'. .,`�Cloq�. . . . . . . . / Ile / .. .. ... O� . .. . . ... .... ... .. . ... ..... ,7 0�rncf .... .. R � ......... ' '. '................................. cif .... '•`'' O I o BU ar / .......................................................... \� Now or Formerly �` x 2 I Q �0' The AdomsDevelopment Group, Inc- / ......• •••••• ..................•••••• C� Instrument No. 030015420 Q� :' :' :':':' 017467 0 13c'9TF . (See Plot at Instrument No. 040 ) / • „l Residue of Tax Map No. 44-A-75 \ � .....:............. . ...:�'�,....'.'.'.�.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'. MPSTER, 20, 0�&0/tD/ NG � ~ P k Zoning B3 (Industrial Transition District) / oA \T/.'3kt0 97. P.T....'...'.. ©....... U �g'�re�) F S �' 2 Use - Vacant �°�' /p`'........ �' ............ 3 ' . .� ........��.� -...................'... °� NO N .......'.'.'.......'.. 0 0. �...'�:' ................. Op 2S I� ::::::::::::::::::::::::.. ,q �; .s.F :._......�`.�.' '.:...............:•..'.'; :.'.:...'.'.'...:.,.....SPIN/ /V SIB S............. .'.'...'..' '......'.'.'.'.'.'Q o M ... ....I.'.'.I. .. �. ... o�' I ................ ' �. . ........... ' 0 SCALE: 1 " = 50' 50 25 0 50 100 t soForm X To B°ok Ql;70" ff, NFf '?017 °o 41, S '�o9e U3 9 _ A, le ?I Uso 4 (R s� ;Q�)j i A9!iou/tudo/ /roJ Now �,.•� or Deoo oroh or,�ar y ' ZTox 41 °o°'� 6�j pv//ins nir�9 No• 4 Uso s/do��,4; . . . . . . . . . . . �. /` /. i� .\. . �� . . . . . , 0 . . . . . . . . . , / . . . . . . . . . . . . . . .�00. Post FWnd SJ �� \Q� . . . . . . . . . . . . . . .� D4 .. / 05•s and 0.7' \ . S�� '. 4J0. . %��.. \ .\ (. ... .. .. . \ /. ./. . .. ... . ' SOLI .• o .. �. Ei gyain \ \,q S. \.\ ......'./ ...� ... 9 6 ... �..... ASPHALT `.. lin�F°n G�. :......... / o:. \ ... 0O �0 ���4 <� SURFACE .... °B •'.'`�. �� .'.'.'.............'.'..'..'� }0,' /� �..'.'.'... Q� .. S,r /�Q%' . F ro...\ ...'.'.'/. /. / k de / .............. ........... . .. O..............,T ..... ............................\... . .. V. . . . . . .. . . . .. . . . .. . . . .. . . . . �• \ . o� /.'......'.'.'.'.'.'.'.'.'.'. 9 .. . 4+9z::iz L.HD.'OF S.PuR.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'..'.','.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.. 6'0a Foy` y P� ... . .� ' . % WITH -BUMPING. POST. ....... . ... . .... I .. .. . . . .. ....... ..... .. ....... . �e /...... \ Fie �. o•........ ST C \ ...../�0 2 :s .. . ASPHALT':: ............ Q) ...... kI-SURFACE:::: ::::::::::::..........o� :.....'';..:.............''''''::::::::: / 60 ....... a,.19 ...... ... ,� . f ...............'.' s /�o .. / / R . . , . .'. . ... .... . ... • ' ASPHALT .'.'. .'.'. . �% O�'QC ... '.'..'. .'..% %'.'.'.'.' �`W \ ��'{�- .... ::..::::: ry.S....C.E.:::::::::. 40 , S .. j :::: r kr� ......................... � ..�'.... `. ....... .......... .... DSO T?RS'4 n SF O e4. .ti.:..:.:.:.:..:.:.:..: .'.: ..`.. 10ol .... /,... `�,0 / / s'4r/o S`�'eR � �� �°� • \ ��'�`' � �/ / \ V � - v� T FF/C S��F .. .. . ' . . ' ..' . ... .. .. , ' .' . / . • . ' . pti V �qn - .4 �Oq,^�E�ry . .. . . . . .. .. . . . . .. . . .. . . . ,/ (3 } a a ci a 0 Lr) r- c7 r- c.0 0 Lo d 0 ro 0 Ln L0 L0 NOf- Uj (D 0 n d cD N u7 L0 0) to to (0 0 Lr) O O 0 r_� d L6 N tr) 6 tD N cD cD i` o0 N o0 00 00 N fl O Q Of mot• rO rM + M r•r) r7 +n K) +r) n r� + V) r� t') (n F- n d � Q0 � CD cD •r CD cD cD �% (0 CD N cD cD cD d" cD cD CD + LL.. 00 Ll% 0' Q 0_ ( Q Of Of Q O_ W tX Q W tY 0 cr- \ \ \ \ h— \ \ I- \ \ - F-\ F- \ \ p d F - F- V) F— f— F- V) F— H LO 1 - I— F— U) h (!) W F\-- 645 ........... 100' VERTICAL CURVE 100' VERTICAL CURVE ........... .... ............. .............,......................... ........ ................... .............. ........... ................. 644 ....... ........... .......... .........., ......................... ........... ........... .... ..... .......... ........... ........ •........... 643................... ...... ................... :......... ...;......... ............................ :..........................:............:....................................... 642 ........... .. ............ ......... ........... ........... ........... ........... .......................... .......... 641 .... ........... ......,... ........... �........... ........... ..... •........... 640 ;............. ..... .......................................�....................... ........................................... .... 639 ' ............ EXISTING GRPDE ALONG ... ' '�' -.......... .......... . 'PROPOSED- TRACK' � � . � . ; 638 .... ........... ;........... .......... .... •. •........... ...........• ........... �._ OF • . 637 :............:............ ........... ......:............ :....................................... :............. ............. :.... 636 • ............ ........... .......... ........ .......... 66% 635 .... ... �5�-6" MIN... ........... ........... ........... ......... •........... — - MAIN 'TRACK GRAD , /, 634 •....................-- -..... y.�✓.......... ... .. ..............,.......... 633 .� /... PROPOSED PIPE :CASING ...... • ........... • :.......... .......... ................... 1,.. 632 ........... ..........zO.LF.18"CMP.�----!....;............• RLQC. �4;.. .... ........... ......... ........... •........... ...........• ............,........... AT 6" SDR 21 ; • •. 631 .... .. .......14 GAUGE INV. ®. ... 631.5 .... RELOCATED SANATARY SEWER ....... ; ............ ; ............ . 630 ; ........... ......... ........... , .... . 20" DIP WATER ..... --,-,;-RELOCATED 8' DIP SANATARY'SEWER........ . , ...... - .... , ........... ........... - ........... � ........... � ........... - ........... .. . 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SIDE TRACK PROFILE HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 6 HIGH BOARD ON BOARD FENCE (SEE SCREEN FENCE DETAIL SHEET C08) Now or Formerly The Adoms Development Group, Inc. Instrument No. 0JO015420 (See Plat at Instrument No. 040017467) Residue of Tax Mop No. 44-A-75 Zoning = BJ (Industrial Transition District) Use = Vacant LEGEND ---i90-- --- EXISTNG CONTOUR 790 PROPOSED CONTOUR PROPERTY LINE EXIS771VG STRUCTURE PROPOSED STRUCTURE - - - - - - - - RIGHT OF WA Y OR EASEMENT LINE - — - CENTER LINE - - - - - - - - BUILDING SETBACK STORM SEWER AND SIZE —X X— EXISTING CHAIN LINK FENCE 6' CHAIN LINK FENCE 0 0 6' BOARD ON BOARD FENCE 1'E UNDERGROUND ELEC. CONDUIT AND SIZE UE/T UNDERGROUND ELEC7R/C/PHONE 8'S5 SANITARY SEWER AND SIZE 8 "W WA TER L/NE ANO SIZE 1 G GAS LINE AND SIZE + 816.3 EXIS77NO SPOT ELEVATION x 816.3 PROPOSED SPOT ELEVATION -- SWALE ARROWS 0 SURVEY MONUMENT O PROPERTY CORNER 0 U77LITY POLE O F/RE HYDRANT I t TRAFFIC FL OW DIRECTIONAL ARROWS D E R OU700OR LIGHTING.• SEE ELEC7RICAL LIGH77NG PLANS .';; :`.:> ASPHAL T PA VING CONCRETE PA ONG OUTSIDE STORAGE O Q 84 LUMBER 1019 ROUTE 519 iGHrY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY INDUSTRIAL SIDETRACK PLAN YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTYhill, VA PROJECT INFORMATION V1 • \11T1I �0 f'r �h IC U FRAN' J. AVBEL o N0. 15859 p EC j J 200 6" �y�'�'� NOI DATE DESCRIPTION NO DATE DESCRIPTION SCALE: 1 "=50' 1 2 3 4 5 6 7 9/02/05 ER FCSA COMMENTS 9/13/05 DER FCDPD COMMENTS 9/23/05 DER VDOT COMMENTS 9/26/05 DER FCID COMMENTS 9/27/05 DER FCDPW COMMENTS 10/19/05 PER FCSA COMMENTS COMMENTS 12/01/05 PER COMMENTS JOB NO. STORE NO. 170 SHEET NO. C04 DESIGN BY: JZ DRAWN BY: cW DATE: 08 12 05 g�..,._.., a' concrete pad V-6' dia. x 6' deep nanwraf hackfili STANDARD 24' select backfill 6, All backfill to be compacted to 95% of ASTM D698 maximum density. 6' 8' concrete CONCRETE ARCH nanaral ha W, I 24' select backfill 0 CONCRETE ENCASEMENT TRENCH & BEDDING _1» finished grade 4' stone—� screw type adjustable valve box 48' min. location marker stone _valve restrained joint restraints to main I stone 18'to 24' —*� 8'x 8'x 1 G' solid block (for valves 12' and larger) Note: this delaii is also used for butterfly salves GATE VALVE -9- I° 24' select backfill 6' f12 0.D. 6' SEP 05 SEP 05 finished grade f~ L -•-I Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. dAIA RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6' 8' 10' 12' 6' 8' 10' 12' 40 60 60 — 20 40 40 40 60 -- -- 20 40 -- -- -- 40 — -- -- 20 REDUCER L —I-d � L I L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8' f0' 12' 6' 8' to' 12' 60 60 80 f00 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- i' dia. schedule 40 steel pipe tilted with concrete and painted yellow finished grade 18' dia. concrete encasement r " BOLLARD DETAIL pad V-6" dia. x 6' deep 4'stone screw type adjustable valve box ,---- locator marker FIRE HYDRANT ASSEMBLY -1 O- SEP 05 mechanical joint swivel teo with 6' branch SEP 05 --{-- In addition to restraining each joint of the tee, (1) any joint ,a that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 450 bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE In addition to restraining each side of the bend, anyjoint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6' 8' 10' 12' 6' 8' to' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 10 20 11.25 20 1 20 1 20 20 20 1 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- SDR 35 spigot by gasketed bell 45° band SDR358'x4' gasketed bell wye SDR 35 spigot by SDP 21 gasketed bell adapter finished grade 20F3 2' T minimum — SDR 21 gasketed pipe and fittings SCH 40 solvent Yield cap property line location marker 36' min. cover stony as° treated 2'x 4' with - top 6' painted green 4' pipe at 2.00% minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS _17- SEP 05 18, SEP 05 finished DOWN BEND DEPTH 4 FT. MIN. ��--Ld DOWN BEND RESTRAINED LENGTH <� Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. in addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN, 5-12 FT. 4 FT. MIN. 5-12 FT. SITEIITPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZEIFWE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6- PVC/DIP 45, 22.5 & 11.25 20 20 to' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12- PVC/DIP 45 40 20 8, DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10' PVC 45 1 40 20 12' DIP 2Z5 & 11.25 1 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- EX. WATER/SEWER LINE TOP OF BALLAST �— TOP OF SUB -BALLAST 45' ELBOW TOP OF SUB -GRADE 'N� t / TOP OF ENCASEMENT SUB —BALLAST 45' ELBOW 30F3 SEP 05 YQ 1 F— C_)J Y-0") d SUB —GRADE Existing Pavement 6 min. Edge of VDOT Edge of VOOT Right of way Right of way 48' min. tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE / Wall Dia. (I Dia. () // Thickness (°) 4 or less 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 14 24 .375 15 24 .375 16 30 .500 18 30 .500 20 36 .500 21 36 .500 24 36 .500 ( for larger pipe use tunnel liner) SECTION NOTES: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers. 2. Spacers shall be placed on spigot and within 6 Inches of connection to bell; then 2 spacers evenly placed on length of pipe. 3. WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 1) 3' diameter pipe; for i'service lines 2) 6' diameter pipe for 2* service lines b) No spacers or sand fill to be installed HIGHWAY CROSSING -5- CLEARANCE ENVELOPE FOR INDUSTRIAL SIDINGS BALLAST WATER f SEWER LINE CROSSING SECTION (SEE HIGHWAY CROSSING FOR ENCSEMENT DETAILS) N.T.S. EX. WATER/SEWER LINE 45' ELBOW 45' ELBOW SEP 05 Q Q O 84 LUMBER 1019 ROUTE 519 IGHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FA�'ILITY WATER AND SEWER DETAILS YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION / G FRANK J. AVBE toNo. 1 SS59 p�� �; �tC S`SIn'�'.1I V NO DATE DESCRIPTION NO DATE DESCRIPTION 1 2 10/19/0 12/01/05 PER FCSA COMMENTS PER COMMENTS JOB NO. STORE NO. 1712 SHEET NO. C05 DESIGN BY: JZ DRAWN BY: CW DATE: 09 02 05 L STONE CONSTRUCTION ENTRANCE 70' hw, CaSRlrC I n �, Pnvtvnn� 5:1 s�- r7cn�t aom-� s' uv. n roa � ot�eu SIDE ELEVATION o �e• Y>; Ni(k4�YJ. (OP1kVtr1) 12' AA7G • 40SAVO rntqutNr t Lroor /� roamr racc2o' ux. couvsc nccRu.+rr e 1 ~-m sra�xr I rxnmvr oi,xc orAC4LSSAkacCk= PLAN VIEW wAunav rkrlx uom-1 SECTION A -A A[Wf17ACm COttCRETE OR.t'++ STAG( SECTION B-B 591G4CE I.�SPiED from t Lta dad Sfo�dards (or S0:7 eras o_n_o r/_ScCmenf Conlrol, and i'o. MV Plote 102-1 `I'ElfPORAR Y FI L.L DIVERSION i t Source: Va. DSWC Plate 3.10-1 PIPE OUTLET CONDITIONS A A. 9PE OUT= TO FLAT REA WITH NO DEFILED ITATvxel, CONSTRUCTION OF A SILT FENCE" (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE W:RE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG TILE LINE OF POSTS. r= i FLOW 3, ATTACH THE FILTER WRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. PLO IV 4, 6A=LL AND COMPACT T11E EXCAVATED SOIL. EXTENSION OF FABRIC AI40 WIRE 1.Yi0 THE TRENCH. FILTER FABRIC %'ARE SOURCE: Ada ted from jffij Lj•ra qri of $flax gnFab o Filter Aerri�for_14Aiment�ptrol, PlAn. 3,05-1 �W limp TABLE 3.31-8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (Ibs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Win ter Rye (Secal cereate Feb, 16 - Apr. 30 Anual Ryegrass 60 - 100 (Loliium multi-florum) May 1 - Aug. 31 German Millet 50 (Setorio itolica) Seeding Seed shall be evenly applied with a brocdcost 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. ROCK CHECK DAM • I•r�.ri.+i•rj.rl•r/•+... M w �w � � .i w Yi• iw .,' j•� � !i' �' �► � T =i.� �i � • �:• Ali + 2-10 ACRES OF DRAINAGE AREA: s SILT .FENCE CULVERT INLET PROTECTION DISTANCE IS 6' WNIMUM IF FLOW IS TOWARD ENLOLN'KAM Flow OPTIONAL STONE COMBINATION �1�+� rf� Ivan�i� 04 ;b1a •VOOi ,i3, /357, /5, 156 Oft 157 COARSE AGGREGATE TO REPLACE SLT FENCE IN ' HORSESHOE ' %lim H(GH VELOM OF FLAW IS EXPECTEO SOURCE. ADAPTED from VDOT Stondord Sheals end Vo. OSWC I RIPRAP PLATE. 3.06-1 TABLE 3.32-0 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 Ryegross * 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 tbs. - Red Top Grass 2 tbs. - Seasonal Nurse Crop** 20 tbs. 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 tbs, -- Red Top Grass 2 tbs, - Seasonal Nurse Crop** 20 tbs. - Crownvetch *** 20 tbs. 150 Ibs * 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 dotes 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 Flotpeo 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-maintance mixtures during warmer seeding periods; add 10-20 Ibs/acre in mixes. SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION PLATE. 3.20-2 RUNOFF WATER >i Tli sE^,l>.cEN� DESC RIPTION: THE PURPOSE OF THIS PROJECT IS THE CONSTRUCION OF AN 84 LUMBER YARD IN THE ADAM'S DEVELOPMENT GROUP BUSINESS CENTER. THE SITE IS LOCATED ON THE NORTH SIDE OF YARDMASTER COURT AND WEST OF THE WINCHESTER & WESTERN RAILROAD. THE SITE CONSISTS OF THE CONSTRUCTION OF A 34,450 S.F. MAIN BUILDING, A 20,000 S.F. STORAGE BUILDING, (3) 9,600 S.F. STORAGE SHEDS, ASPHALT PARKING AND A RAILROAD SPUR. A TOTAL OF APPROXIMATELY 10.0 ACRES WILL BE DISTRUBED DURING CONSTRUCTION. DATE OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE APPROXIMATELY THREE (3) MONTHS TO COMPLETE. EXISTING SITE CONDITIONS: THE MAJORITY OF THE PROPOSED SITE IS AN OPEN GRASSED FIELD WITH A SMALL AREA OF DENSE HARDWOODS. AN EXISTING WINCHESTER & WESTERN RAILROAD RUNS NORTH TO SOUTM THROUGH THE WESTERN SIDE OF THE PROPERTY. THE SITE DRAINS TO THE SOUTH AND EAST AT AN AVERAGE OF 3%. SOILS: THE EXISTING SOIL CONDITIONS WERE OBTAINED FROM THE USDA SOILS SURVEY. THE PREDOMINANT SOILS ON THE SITE ARE FREDERICK-POPLIMENTO LOAM5 (16C 4 145) AND MASSANETTA LOAM (29) AND HAVE SLIGHT TO SEVERE EROSION HAZARDS. ADJACENT AREAS: THE SITE IS BOUNDED ON THE NORTH BY RA ZONED RESIDENTIAL USE PROPERTY, ON THE EAST BY B-3 AND RA ZONED PROPERTY, AND ON THE SOUTH BY B-3 ZONED PROPERTY AND ON THE WEST BY THE WINCHESTER & WESTERN RAILROAD. OFFSITE AREAS: THERE ARE APPROXIMATELY 0.2 ACRES OF OFFSITE DISTRUBENCES WITHIN THE RAILROAD RIGHT OF WAY ASSOCIATED WITHH THIS DEVELOPMENT. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES: INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) AT PROPOSED ENTRANCE TO THE SITE TO MINIMIZE MUD CARRIED ONTO YARDMASTER COURT. TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED AS SHOW ON THE PLANS TO DIVERT SEDIMENT TO PROPOSED STORM INLETS. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN, AND BEING TRANSFERRED BY THE CULVERT. OUTLET PROTECTION (3.18) SHALL BE PLACED ON THE OUTLETS OF ALL STORM SEWER PIPES AND CULVERTS TO REDUCE EROSION, UNDERCUTTING AND VELOCITIES. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SMALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER CONSTRUCTION. EROSION CONTROL MATS SHALL BE INSTALLED OVER STEEP (2:1) CUT AND FILLS SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND SEEDED WITH STEEP SLOPE VEGETATION (I.E., CROWN VETCH) TO PROTECT FROM RILL AND GULLY EROSION. CRAVEL AATD WIRE' MESH DROP INLET SE'D.T.rVENT FILTER 13" 6i!U, vEDIUENT ' SPECIFIC APPLICATION 6RAVE" (12"+YIN. DEPTH) I., :jam • "--W:RE MESH FILTERED WIDER THIS METHOD OF INIET PROT13CTION IS I&PLICABL°E VHERE HEAVY CONCENTRATED r.LOWS A.i.'QW, EXPECTED, , BUT NOT WHERE PONDING :�> OUN-D THE STRUCTURE; MIGHT CAUSE EXCESSIVE' INCONVENIENCE OR DA�4AGG TO ADJACENT STRUCTURES AND UNPROTECTED A.PE;AS, GRAVEL SHALT BE: VDOT ff3, #35 7 OR #5 COARSE AGORE GATE. IvIANGEMENT STRATEGIES: CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT IS CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER, & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME, ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING, DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MAINTENANCE PROGRAM: ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24-HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. INLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. EROSION AND SEDIMENT CONTROL PROGRAM: 1. HOLD PRE -CONSTRUCTION MEETING ON SITE WITH INSPECTOR 2. INSTALL CONSTRUCTION ENTRANCE. 3. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (FILL DIVERSIONS). 4. PLACEMENT OF SEDIMENT CONTROL DEVICES. 5. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS, 6. CLEAR AND GRUB REMAINDER OF SITE. 7. ROUGH GRADE SITE & BEGIN BUILDING CONSTRUCTION. 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. REMOVE EROSION AND SEDIMENT WNTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR NOTE: THE FREDERICK COUNTY PUBLIC WORKS AND ENGINEERING DEPARTMENT RETAIN 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. SEEDING SCHEDULE (SOIL STABILIZATION): 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VETCH. SEEDING WILL OCCUR AROUND MARCH - ANNUAL RYE WILL BE PLATED AT 20 LBS PER ACRE ON SLOPES 3:1 AND LESS, AND CROWN VETCH WILL BE PLANTED AT 20 LBS PER ACRE ON SLOPES GREATER THAN 3:1. 2. SPREAD TOPSOIL AT A MINIMUM DEPTH OF FOUR (4) INCHES. 3. INCORPORATE PULVERIZED AGRICULTURAL LIMESTONE INTO THE TOPSOIL AT A RATE OF 92 LBS. PER 1,000 SQUARE FEET (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 FERTILIZER AT A RATE OF 23 LBS PER 1,000 SQUARE FEET (1,000 LBS PER ACRE). 5. SEED ALL AREAS WITH A SEED MIX CONSISTING Of 67 KENTUCKY 31 TALL FESCUE AND 33% RED TOP CLOVER 6. MULCH ALL SEEDED AREAS WITH STRAW MULCH APPLIED AT A RATE OF 3,500 LBS PER ACRE ANCHORED WITH CUTBACK OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TO LITTLE ON NOCONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET AND REPEATED AS NEEDED TO CONTROL DUST. 0 Q O 84 LUMBER 1019 ROUTE 519 IGHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY EROSION CONTROL DETAILS YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION r,;:Tll �G O FWNK J. AVBC, L -oA No, O �, -� � � �01 1 Y 5 200 NOI DATE DESCRIPTION NO DATE DESCRIPTION SCALE: 1 9/27/05 PER FCDPW COMMENTS JOB No. STORE NO. 1712 SHEET NO. C06 DESIGN BY: JZ DRAWN BY: Cw DATE: 08 12 05r�iVA1,�� CATCH BASIN 70P: 6333.5 INV.: 630.5 637 636 630 0 MAN H LE TOP: 6 7 INV.. fi.7 CATCH BASIN �ATCH BASIN TOP: 632.5 lJ �OP. 633.0 INV.: 630.0 I W.: 639.0 634.................. .................... .......... ................... ....... .......... ,...... ,........................... ......... 633............. ........ ....... ......... I ...... ............................ ..............,.............................. �..,. 632.................................................................................................. .......................... .. PIP$ • ` 630............. ......................... .........i............. • +.-....,..-i..... 629......... .............. ..........................s......................... .......................................... 628 ............J....................................................................................................... 627............................................................................................................................... 626........................................................................................................................ 625............. ............................ ......... .................. ..................'....................... ............. ;:.... 624................................................ F........................................................................E..... 623- ... ........... ,......... .......... ':....................... .......,......3....................................,..... 622..... ....... ..................................... ...................... ................................................... i...,. 621 ............. i.........,...........,................................ .................... i............................. ....... s..... 620............................................ ...E............ ........................ ........... .................. ............. 619 617.....................................................................................1+:.................,.................. 0+00 00 CATCH BASIN TOP: 63333,25 INV.: 627,75 OP: 618.7 1 I0 6i7.01N TOP: HggOoOLES5 INV.: 615.5 -•-- 634 •• •-633 •••632 ••••631 • ••• 630 628.._.._......:...........:. ...... -.....?................. ....... .......... ;,..- ..... .... ...—. ...... ........ .........,.._..,. 8 WATER UNE E " _.._. ..... ' 628 ................................,.............................. .. 627 .,...... 627 626 ................ ....... ....,...............,,.... .......,._... ,..-...__..._...:. , . .......... .. » .,....,,, >,-. , . ... 626 .........<..............................._............................. ,...........,........,...... ....... ..,yam .. 625 .................. ...... - ...... 625 624........ ........... .... ..... .,:......-.: ..,. ................ ......;..,-_ .. ....,...... 624 623 ............. ................. ,. , .. 623 622 ...., ,............... 622 621 ..... ....... ............ .......... 621 ,.619 - sta 617 616 915 PIPE "C" HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' LE TOP: 6i3q INV .: 627.0 CATCH BASIN TOP: �5 ¢28. INV,: b18. ......... .................................... ................... ..................................... .............. .............. ,........... ,......,...................... ..,.....,................. ,.......... .................. ...................... ,............634 ..................... .............. .r......................... ........... .,.......... .....,.,.,...,...... ,................................ .............. .............. .....,....... 633 ................. ............. .,,................................... ,:........... ......................... ,,............................. .......:......... .,......,................... .................... ............. ....:............................. ,................ 632 ....................................:....................................;.............................................. ..6....WATE NE.......................... ...........................�............ 630 R:ll ................. ............... ?........ ............ .......-........3...................... .............. E.............................. ....... ..... ..................... .............................., ....... ................. ..... 629 ..................,,....,.....,.,..........................................................,..............,.................. .................,........ ...., ................. 628 W WATER UNE ............. ..... ` 627 ..................................... ................................................................ ;.................... ........... ............. ............ ....... ..... ....... ....... 625 $ .: !�c t..................... ' .... ;............624 P • ;............. E..,...........,.............:................................. ................. ..........623 ........................a.......,.......................................,..............,............,``.,....,............ 622 .... .................... ...............................i ...... ...................... `......... ... ............ ...... ................ ...... ... .......... .............. ........ .......................................................................... ......... ............................ ...................... ............... ...................... 620 .......................................................................................................................................................................... ...... ......... ... ......... ,....... ..... 619 ................... .................. ................... :.................................... y.................................... i......... ............................ ;................................ ....:........ ,.......-.................. ............ 618 .................A.................................................................................................................... 3+00 4+00 5+00 6+00 PIPE "A15 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: ER SC L 1 = 5 CATCH BASIN TOP: 632.5 INV.: 630.0 630......................................................... 629............. ............... ..................... 628............. ........................................... 627 ...............................................;..,... 626 ......................................................... 625 ...............................................�,...... 624 ............. :......................... ........... ....... 623 ...................................................... 622 ........................................................ 621....................................................... 620 ..................................................... 618 ............. ...................., 617 .............................................. 616 ...... .......{........,............................ ....... 615..................................................:,...... 614 ....................................................... 613..........0+00 ...................................... C PChs BASIN 5 TOP 629.SIN 6 TO 629. IN 7 70P 6 BA71 8 70P 62 IN IN 33 (� INV 7. INV.: .755 I gg g INV.: 628.0 ( .. 62 0 � f 625 5 � NV.. 622.7� � INV.: 618.0 634......................................................................................:............................................................. . ...... ................................. ....... ............................. ................. ...............-...... ............... ......... ......... .......... 634 633 ... ... ` ............................................................................................................................................................................................. ................... ........................ ............................... ..........,................... ............................... 633 632 .................................................:.............. :........ 5........ ....... ....... .. x...,...............................'. .............. ........ 632 631 .................. ................... i............... ..................... ....................... ............................................... ..... .................... ,.............................. 637 630 ............ .............. ......................i.......................... .......... {.............. ....................... °....,.................... .................,............ ........................... ................ ...............i................. ...... ....... ... 630 629 ............................................................................... .................................. `:............ ..................... . .............. ............................... ...................,........... ............................. ............................... 629 628 ............. ` _.... _....... .............................. ............................. ..r.. ... :........................:.......... . ..628 627 2 .... ............ ........... ..;... ... .. ........:.. .. ..:... .............:........................................................................:....................................;..................... :- .. ....... .... ..............................,........L....................................: ................,.,............................................ ........... ..627 s2s...........................................................................• ....,........................................................................................................................ �................ 626 625 ....................................,.,.....................,.................. .............:....................................L............ ...~�...,.........................•.•o••.."`� ..................................{...................................................... 625 624 .......................................................................................;.......................................................................................,........................,......................... .......................... ........................ �................ 624 623 .......... ................ ....................... ;............ .................... ,..,?......,........... ....,-,........... ................ .......,-.............................. ............... ,........... ................. ......... ............................ 623 522 3... ...f... .......................................................................................;,...................................................,...................................................... r........,............................................................................. .............. ;.. .. 622 621 ... .......... :.......................... .......... o.....,,.................--..........i....................................;...... ................ ............... ......... ........................... . i,.................................. ............................... ............................... .............................. .................... ............ ....-....... ........ 621 620 ..................................... .g. ..... 1 ... �........................................................r.............................................................,.........e................................. ..... 620 9 61 B............. ;..................... ............... ?........... ,............ ............ ................. ,........... ..,.....'.................. ........ .,.....,..,................ ...........,........i......,.......... ................. ............................... ............................. I ........................ ............................... ...................... ..........618 617 ................. ......................... ....... :......................... ............:............. ............ ........... .................. ...... .. `.................................................................................................................................. ............ -,............. ................................,..,........ ..... 617 0+00 1+00 2+00 3+00 4+00 5+00 MAN HOE TOP: 62 .5 INV.: 615.5 .......... ............. 630 ......... i ...................................;, ............. 629 .................................... ?............. 628 ?.......... ................ ......... ;........... ..627 ....................................................... 626 i.......... ......................... ;,............. 625 .........:,................................... ............. 624 ................................. 623 ......................................................... 622 ................................................ 621 .......................... .................. ?............. 620 .................................. .............619 ..................................... 618 i......... ........................ c............. 617 E.............................................. 616 ................................................615 .........;................................. .......... 614 .......................................................613 1+00 PIPE "D " HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' PIPE "B " HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' Rip R,qp 0/TcN TOP: Hgg22pp5 ®INV: 6&0 INV..- 615.5 1 630— ......................... .. ..... ...... ....... 630 629 ............. ........................... ......?.............. 629 628 ......... .... ...... ......... .......... .... ...... - ........ ... 628 627 ............. ... ......... ................ ......:......... ..... 627 626 ................................................ o............. 626 625 ............................................... i .............. 625 624 .......................................... ...... q........... .. 624 623 ............. ..................................:..............623 622 .._.......................................... ............. 622 621 ............. ............................ .....................621 620 .............................................. ............. 620 619 ............. ............................ ...................619 618 ............ IP]£..: g;...........;............. 618 617 .............................................................617 616 ............ :................................................ 616 615 ....... ......,............ ................................. .....615 614 ............. `:..................... ............... i............. 614 613 ..... I...0+00............................6 ...........613 PIPE "E" HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' Q O 84 LUMBER' 1019 ROUTE 519 IGHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FA CILI T Y STORMWATER PROFILES YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION FP��i�T { J. Fa`�31 �ti No i 5059 '�0 C I s 2C10 S�/�n NO DATE DESCRIPTION NO DATE DESCRIPTION SCALE: AS NOTED 1 12/01/05 PER COMMENTS JOB NO. STORE NO. 171, SHEET NO. C07 DESIGN BY: JZ DRAWN BY: DATE: 9 27 2005 THE FOLLOWING NOTES APPLY TO CG-6 CURB: CG-11 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 2. ALL CURB AND GUTTER DESIGNS SHALL TRANSITION TO MATCH ENTRANCE GUTTERS OR ANOTHER CURB AND GUTTER TYPE OR STANDARD CURB OPENINGS WITHIN 10 FEET OF THE CHANGE IN GUTTER TYPE. 3. CURB RAMPS ALL STREETS THAT INCORPORATE ACCESSIBLE ROUTES FOR PEDESTRIAN USE SHALL INCLUDE CURB RAMPS AT INTERSECTIONS FOR USE BY PERSONS WITH DISABILITIES, WITHOUT REGARD TO THE CURB DESIGN USED. CURB RAMPS SHOULD BE CONSTRUCTED IN ACCORDANCE WITH STANDARD CG-12. FURTHER GUIDANCE ON THE DESIGN OF CURB RAMPS MAY BE FOUND IN LOCATION AND DESIGN IIM-LD-55.7. 4. TREATMENT BEHIND CURBS: WHERE CURB AND GUTTER IS USED, A 1 /4 INCH PER FOOT (2%) GRADED AREA, AT LEAST 3 FEET IN WIDTH, SHOULD BE PROVIDED BEHIND THE BACK OF CURB. WHERE SIDEWALK IS USED IN CONJUNCTION WITH CURB AND GUTTER, SEE SIDEWALK DETAIL ' WIDE URB AN GUTTER : a (SIDEWALK) 4 .; MN (COMPACTED SUBGRADE) ' SIDEWALK DETAIL N .T. S NOTES, I. T1111S ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL CC PAID FOR AS RADIA'.. COMBINATION CUR8 & GUTTER. 4. FOR USE WITH STA13 LIZED OPEN-CRADEO DRAINAGE LAYER, TIC BOTTOM OF THE CURB AND GUTTER N, BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF TILE PAVEMENT. 5, THIS CURB MAY BE USED Y)HEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR q,, + 7." R LESS IN DEVELOPED URBAN & SUBURBAN AREAS. 1F THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 IS REQUIRED. 6„ IIN A O A A p 7„ A A a A a t 6" I 2'-0" THIS AREA MAY DE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE COMBINATION 6" CURB & GUTTER IDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7' IS MAINTAINED. 201.03 GENERAL NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOVES. 4 ' 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITF'I SLIP RESISTANT L41EGRAL SURFACE COVERING THE FULL MOTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED ODAES DETECTABLE WARNING WAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERWSSELE CONSTRUCTION JOINT WITH REQUIRED BARS, 4. IF RAMP FLOOR 15 PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJO@UNC FLARED S&S CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. �'►ALN 5. REQUIRED BARS ARE TO BE W. 8 X 8" PLACED T CENTER TO CENTER &ONG BOTH MES OF THE RA`R FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM tZ:1 1J�A1 - CONCRETE COVER A/z".yti 12:1 11 i 6. CURB / CUR❑ AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ----- ARE II4CLUOF0 IN PAYMENr FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON TILE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT LNTERSECTIONS WHEREVER AN ACCESSIBLE 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 NOTr- OE LOCATED OEIIND VEHICLE STOP -LINES. EXISTING LIGHT POLES, FIZE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS--- FI(M - UNODSI'HUCTEU. STAI3LE, AND SLIP RESISTANT PATH CONNECTING ALL 12;1 MAY ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACIIED, ENTERED -- 9 X)K AND USED BY PEDESTRIANS, , 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' W.LN AT )E 2" THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND �__-- - , PAVEMENT EDGE OF PAYEh4ENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT )KX ,SANE AS TOP OF CURB 9. TYPICAL CONCRETE SIOEWALK IS 4" THINCK, WHEN Tli£ ENTRANCE RADUCANNOT TYPE C ACCOMMODATE HEAVY TRUCK TRAFFIC, REFER STANDARD PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CGNCRETE DEPTH. 1D. WHEN CURB RAN,IPS ARE USED I.N CONJUNCTION WITH. A SHARED USE PATH. tNE 04MOA WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1,6" - 2.4" ---TRUNCATED DOME C-C p O O 0 0 0 0 0 0 0 0 0 0 0 0 0 ____0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' a a 0 a 0 0 o a 0 a 0 0 a a 0_ . 4 _ N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 kq J � 00000000000000100 DIAMETER 1 50% - 6�tdP 0 0 0 O O O 0 O 0 0 O O 0 0 _TBTA--7TFf O O O O O O O O O O O O O O 1,� 0.9" - 1.4" VARIA9LE T BASE DIAMETER �-^--4'I J PAYY LLIMITMIT S TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET I OF 4 _ CG 1?_ DETECTABLE WARNING SURFACE RfFERiJiCE REV, 7/05 GENERAL NOTES 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION r •• t! SHOULDER STA93UZATIDN AS SHOWN ON PLANS. ASPHALT CURB f FOR SLOPE EROSION CONTROL ONLY 6' H WOOD FENCE L SEE DETAIL A Aj N 8'X8' ' ° . DUMPSTER PAD 4 ° DOUBLE SWING WOOD GATE/ -^,- 6" 3500 PSI CONCRETE hillre •� :: fJ11MAll ! r • w • ascx,^x�c►xvevw • • 7 • 1 • ' #4BARS a EACH WAY, E, • _ a- -..-_._.._ - .......--_ (_1 FLOW - - D - •------_---.-.-. C-C FACE. FRONT ELEVATION A �J 4 BARS a s" C-C I SEE DETAIL ➢ NOTES: EACH WAY, EACH FACE. 1'-2' 1. CONCRETE TO BE 4000 PSI MtN'1MUM COMPRESSIVE STRENGTH. 2. IF PIPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 45". . SECTION A -A 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCNG BARS). - 4. PIPE OPENHNGS IN PRECAST DRAINAGE UNITS SIIALL NOT EXCEED 4 INCHES AT ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECAST UNIT. DO NOT c BEVEL 5, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH INVERT -- MANUFACTURER'S TOLERANCE. p 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, OR SHOULDER. 7. HE:ADWALt. TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLK:T WITH INVERT OR WINGWALL OCCUR. SHAPE TO ETE BEVELED WITH 8. BEVEL EDGE 15 REOUIREU ON THE HEADWALL AT THE INLET END OF THE CULVERT". MORTAR HEADWALL AT OUTLET END MAY BE EITHER SQUARE EDGE OR BEVELED, DETAIL B 9. y4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. DETAIL A EW-1PC I EW-IAaC ENDWALL FOR CIRCULAR PIPE DINVE,TER OF PIPE CULVERT d 12" 15" 18•' 2.1" OR 24" 27" OR 30" 33" OR 36" 2'-0" 2'-3" W-6" 4'-4" LI 4'-U" 5'-D" 6'-0" 81-0" 10'-0" 12'-0., is 0'4/4" U'-ty4" 0'-2" 0'-2Yz" 0'-31/4" 0'4y4" ff 0'-1" 0•-11/4" 0'-11/z„ 0'-2„ 0,-2V2" O,-3„ ENDWALL FOR ELLIPTICAL PIPE T SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) S x D 23" x 14" 30" x 19" 34" x 22" 35" x 24" 42" x 27" 1 45" x 29" 49" x 32" 53" x 34" H 1'-10" 2'-4" 2'-7" 2'-9" 3'-3" 3'-6" L 5'-�' 7'-2" 51-61, 9' ?" 10 -2" 10'-11" 12'-l" 12'-11" 0 W-21/2" W-3'/4" D'-3'/e 0',4" 0'-4%2" t0'-4y4" 0'-5" O'-5V2 b 0'-2" 0'-2%z" 0'-23`4" 0'-3" 0'-3%2" 1 0'-3iY4" 0'-4" 0'-4V2" PRECAST ENDWALL FOR PIPE CULVERTS SPEEION TEFERENCEENCE 12"-36" CIRCULAR AND 23"x14-"-53"x34" ELLIPTICAL PIPES 165 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CG-12 PERMISSIBLE -"„ < CONSTRUCTION '05 DOWELS, 8" LONG JOINT 4 -0, a 12" C-C ?� 8' 10,1 10:1 B A MAX MAX ___--- _...--- J TRUNCATED DOMES ASEE SHEET I OF 4 FOR DETAILS TYPICAL DESIGN 8' 0" 4,,0„ BACK OF CURB 12:1 MAX. (--48'1IJAXE 20, 1 LF"' 1� SECTION A• -A PERMISSIBLE , CONSTRUCTION r.� nmrm»mransrmmm .n a--vua17•nno';"srinn�-_ .T� ' .1 1 `-� 4 ~SECTION B-B 5' N 10:1 MAX) 10�1 ),SAX NOTEr FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1 OF 4. A 4' SQUARE LANCING AREA OUTSIDE OF TRAVELWAY 5IIALL x BE PROVIDED WITHIN �-1 lI TH- MARKED aC CROSSWALK AREA. (JH J 1n O �w �a z d CROSSWALK � CROSS lALK� TYPICAL PLACEMENT OSSWAA TYPICAL PLACEMENT . AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) TIUS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDBVALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. Mgr MUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 SPEC&A1lQN REFDIEWE CC-12 DETECTABLE WARNING SURFACE TYPE A (PERPEND[CULAR) APPLICATION 7/05 502 NEW VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A 8'-0' MIN. 1 x ( xx STREET APPROACH SAME An. ROADWAY AS MAINLINE (RADIUS TO BE AS W SHOWN ON PLANS) C C - _.._ - - 4 1 1 1 - -, (RADIUS TO BE AS RADIAL OMSINA7l N SHOWN ON PLANS CURB AND GUTTER (ST'D. CG-6) ( , 1 SIDEWALK I ® �x 6' �- OPTIONAL 6•, v' FLOW LINE ___7 EXPANSION JOINT I NOTE= WIDTH "B" 2'-D" OR AS MAINLINE ROADWAY SHOWN ON.TYPICAL SECTION. A--J PLAN VIEW 4" ) CLASS A3 i e. • e. t;. ti. e. - CONCRETE n• '� EXPANSION JOINT SECTION C-C ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY l0` FARA$OLIC CURVE TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADItSHOULD BE EDGE OF SHOULDER OR 8 MAX, -- -- D INCREASED TO 7". OPTIONAL FLOW LINE E LOP CHANGE ® r _ - D - `-' WHEN ST'D. CG-iI 15 USED FOR ENTRANCES BUILT MAINLINE ROADWAY . ` - " - '•`-- --- - - -- -- - IN CONJUNCTION WITH VDOT PROJECTS, PLEASE 8 X MAX, --.. D NOTE THE FOLLOWING SLOPE CHANCE "' �^- •-- 5 J4FOR STREET I �' - _ O XX MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE I N STABILIZATION REQUIRED FOR MAINLINE 0' DESIRABLE FOR COMMERC! PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A A RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D NOT E a YONO THE R W SHALLLINE EXCEPT FORUCTED REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 DR CG-7, THE CURB FACE ON THIS STANDARD 1S TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. - HICH (MORE THAN 1500 VPD) 0 X 3 X SEE STANDARD CG-12 FOR CURB RAMP DESIGN MEDIUM 1500.1500 VPD) S 3 X 6 X TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPD) S 6 X 8 % * PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLINE MAY REQUIR� WARPING OF A PORTION OF GUTTER TO PRECL E PONDING OF WATER. SPECIFICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES Rev.7/LT1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 URE WITH JMINIUM NAILS 2'x 4" 2'x 4" SCREEN FENCE DETAIL N.T.S. PAVEMENT DETAIL FOR ENTRANCE I 25, HUT/ GR u'w/ Ge 24' 6' 6' 21-5 SU AGE 8'-6' 21-8 I / 3HGULDER 5NOULDER I -4.07 ^2.0� -20q -4.0q �C E3A5E I I' I' 4:1 MIN LIMIT5 OF W55ASE BLON�c r -� TYPICAL FOAD 6E=CTIDN YARDMASTER COURT STA. 14+30.00 TO 5TA. 21+24.44 PAYEMEN.T (� YARDMASTER C.OJRT I COMPACTED SUBGRADE RIGHT TUS4 ! A)1= FF20! i RT. 11 (COMPACTED TO 95Y, DEN51TY (AADT: 4.603) AT OPTIMUM i .OISTUIRE CCHTENT 3UF�ACE : 1.5' 9M-12.9A vgOT vTM-I METHOD) BASE : 5" T5t`1250 SUBBA$E : 8' 21-B 1 ROADSIDE SIGN 15 BUSINESS O 1iT I RESIDENCE DISTRICT 4' POST FILL POST HOLE WITH 1 PART DRY CONCRETE MX AND 1 PART EXCAVATED SOIL THOROl1OMLY TAMP CONCRETE MIX AND SOIL TO ELIMINATE VOIDS. POST SST DETAIL Note: The #1 slag or sand may be omitted if ductile iron pipe is used. Existing Grade 1--V--6" Min. Match surfoce with existing grade. c Backfill 0 O y t7 Identification Tape O � � Handplaced Backfill o Q c + oa n O ... s 0 # 1 Slag or Sand 6" O.D. 6" I �i of Pipoof Pipo TYPICAL UTILITY TRENCH DETAIL N.T.S. 12" W FROM R1-I WIFE THROAT INTERSECTION MAX., M (50 tt) M(6f 1('12f) MERCHANDISING REVISIONS BUILDING REVISIONS NEW FA CAJ_j �' PROJECT INFORMATION SCALE: NO DATE DESCRIPTION NO DATE DESCRIPTION 1 2 9/23/05 12/01/05 PER VDOT COMMENTS PER COMMENTS O SITE PLAN DETAILS JOB NO. (g4 LUMBER STORE NO. 1 FRANK,.;:.. AVBEL 5' YARDMASTER COURT SHEET NO. CO N0. SSSg 1019 ROUTE 519 EIGHTY FOUR, PA 1533 STONEWALL MAGISTERIAL DISTRICT DESIGN BY: J p s' aU.> DRAWN BY: CW (724) 228-3636 FREDERICK COUNTY, VA DATE: 09 13 05 ``n;�'}�L,�1� � i VDOT General Notes V 1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When workhig within 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. Furthennore, all traffic control Baggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffle signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field constriction regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall SHAPE TO ELEVATION OF MID -POINT OF ! LARGEST PIPE. - **-Z ! ! 1 I I ! I i SLOPE TO DRAIN TO INVERT OF OUTLET PIPE ECTION A -A )F TREATMENT IN DROP INLETS SLOPE TO DRAIN ' TO INVERT OF . OUTLET PiPE A be the responsibility of the developer. ` --' / / • ° MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. ° A• THE INVERT SHAPING AS DETA)LEO HEREON iS TO CONSIST OF A s V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT Iand use PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR (yY CLASS Cl. EXCEPT THAT 251 OF COARSE AGGREGATE MAY BE ' permits for fun work within VDOT right-of-way. UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, = ." p Y g' y• BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ;�•:;;•;;% ;%•::%; , SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE 1rJ OF THE COARSE AGGREGATE SHALT, REMAIN EXPOSED. V7. If required by the local VDOT Residency Office, a pre-constniction conference shall be arranged and held DETALS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE �"��'� •'° PURPOSES ONLY. EACH ,MANHOLE OR DROP INLET 15 TO BE SHAPED by the engineer and/or developer with the attendance of the contractor, various County agencies, utility INDIVIDUALLY TO NEST FIT THE PARTICULAR INLET AND OUTLET companies and VDOT prior to initiation of work. CONFIGURATION AND FLOW LINES, SECTION B- 8PLAN • V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any I METHOD OF TREATMENT IN MANHOLES undetermined Iength of time. VDOT requires and shall receive 48 hours advance notice prior to any required or jRZFECA�N rcgnestedinspeet9 STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 i VIRGIN)A DEPARTMENT OF TRANSPORTATION 1 106.08 V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control -Handbook: Futhernore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by th Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control Who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V 11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V 12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, eaves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V 13. All fill areas, borrow material and undercut areas shall be inspected and approved bya VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V 14, All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximurn density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimurn moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shalt be submitted to VDOT daily, unless specified otherwise. V 15. VDo,r Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer V 17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. i V 18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V 19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Read and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contTactor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unusable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT installation criteria. Final approval of the guardrail layout to be even by VDOT alter gr� ading is mostly complete. INSERTABLE SHEET A151 GENERAL A. METHOD "A" PIPE BEDDING St1ALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b " EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d • INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE d IS LESS THAN 36". X • 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDNG MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, 5. REGULAR BACKFILL MATERIAL MAY 13E USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS iN DIAMETER WiTH HEIGHT OF COVER 15' OR LESS. 6. BEDOSEIG MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S i OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 • INSIDE SPAN DIMEINSION OF PIPE. 3. R - OUTSIDE RISE UIMEINSION OF PIPE. 4. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X 12" WHERE 52 IS LESS THAN 38". X 18" WHERE S2 iS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER.6FDVW MATERIAL MAY BE ELUNATEO FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PiPE WHERE $2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH 1. S SPAN DIMENSION OF PIPE. 2• R RISE DIMENSION OF PIPE. 3. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x WiDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x - 12" W`HERE S2 IS LESS THAN 36". x 18" WHERE S2 IS 36" AND GREATER 5• WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. i INSTALLATION OFF PIPE CULVERTS AND STORM SEWERS srecsRErEICATION xEHCEEW.c NEW. 1/04 GENERAL NOTES 302 107.00 VIRG'Al\IA DEPARTI&NT OF TRANSPORTATION 303 s X SEE D NOTE 1 SHAPE TO BE BEVELED H WITH MORTAR DO NOT BEVEL INVERT .i L NOTES: 1, " FI" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENOWALL 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER .LINE. iN NO CASE: SHALL TOP OF F.NDWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2, THIS ITEM MAY BE PRECAST 04 CAST IN PLACE. EDGE OR BEVEL EDGE, 3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 8. ON SHALLOW FILLS WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER THE 1HE 10L02. LINE, TOP OF ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (00 TO 45' ). 9, Y4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL TO BE BEVELED 1N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WiNGWALLS OCCUR. TOP OF FILL NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL 7=p-GROUND LiNE H- )FGROUND LINE H- -. - 0�12" I D/2 T T-A I=Ii. ;1 _1).Jr_li-- •I f EARTH TOP OFFILL T J7r GROUND LINE H_ 11N.1/14 0X �D->►•{ X (.+r RIG M1V2" PER X �D---� X tD4E{t7 AL MATERIAL 1 OF H X F•ot-p -r.t X LLN. B"' MAX, 24 FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MiN. 1.5 x D T MIN. 1.5 x D ) MIN. 1.5 x D MIN. 1.5 x D I Ar_- TOP OF FILL MIN. 1,5 x Dor- TOP OF F�^ILL - TOP OF FILL H H H 111���'''��� rrrrrr rrrrrrr err = rrrrrrr rrrrrr rrrrrr = ^: rrrrrrrrrrrrrr rrrrrrrrrrrrrr ;��� rrrr rrrrr rrrr --- � rrrrrr rrrrr rrrr Jrrrrr � -- rrrrrrrrrrrrr rrrrrrrrrrrri r 'rrr! -- rrrrrr rrrr rrrr rrrrrr " rrrrrrrrrrr rrrrrrrrrrr rr r rr rr D•12" 'f rr� GROUND 0•}2"- r rrr �r �s rrrrr GROUND Q'12" rrrrrrrrrr rrrrrrrrrr r r rr rrrrrr rrrrrrrrr rrrrrrrrr M GROUND d r r L0(E - y LINE d rrrrrr _ --- d rrrrrr - -- •-LINE T D/2� r ; 0/2 rrr- - 0/2- - _ -EARTH �1 II-'**- / ROCK OR UNYIELDING l �� _ MIN. 1/10 0 BEDDING • i/10 D SOIL .-+ r- lip) -7 ` X 0 X MATERIAL I MIN, 1/10 D BEODING "� X D X t� BEDDING MATERIAL EARTH 1/2PER MATERIAL r OF H FOUNDATION SOFT, YIELDING, OR NORMAL. EARTH FOUNDATION MINB". ROCK FOUNDATION MAX. 24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LiMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS I DACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PiPE BEDDING, SEE INSTALLA710H OF PIPE CULVERTS �,�• f REGULAR BACKFILL MATERIAL IN ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107,00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. EMBANKMENT SHEET 1OF 4 " INSTALLATION OF PIPE CULVERTS AND STORM SEWERS 3G2 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "At' REV.7/05 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107 01 DI-t I/2 SECTION CAST IRON%z SECTION STEEL NOTES �_�•• L 2%z' x 2lZ' x I/41' 1, DEPTH OF INLET (H) TO BE SHOWN ON PLANS, Lugs to be I 10'-4" long FOR DEPTH GREATER THAN 10' USE STANDARD cast with collar 1_3/z, 01-IA o' 2. THE "H" DIMENSION SHOWN ON THE STANDARDS s ` AND SPECIFIED ON THE PLANS WILL BE A ---- A MEASURED FROM THE INVERT OF THE OUTFALL CAST GALV. PIPE To THE TOP OF THE STRUCTURE. IRON STEEL One welded PLAN "H" DIMENSIONS ARE APPROX"ATE ONLY iN r; FOR ESTIMATING PURPOSES AND THE ACTUAL ti 66 * ( Joint DIMENSIONS SHALL BE DETERMINED BY THE ¢ N Optionoi rP 3 tbs. 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs-C including including ---- tugs onnectors connectors 3. TO T IS EE SPECIFIED TAPED IN ACCORDANCE WITPLANS H (STANDARD to Collor IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE b, INCLUDED IN THE BID PRICE FOR THE STRUCTURE. �I/Z' x 1%2"Lx 4" " x 4" 4. IN THE EVENT THE INVERT OF THE OUTFALL ugs PIPE iS HIGHER THAN THE BOTTOM OF THE Stud ? Shear connectors STRUCTURE THE INVERT OF THE STRUCTURE 4'- SHALL BE SrHAPED WITH CEMENT MORTAR TO 12" PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING PLAN AND PLACING ALL MATERIALS INCIDENTAL TO (Crete Removed) LETICE FOR TIG I S7R BE INCLUDED IN THE BID I�2%2 ST SECTION B-B E. 5. STEPS ARE TO DE PROVR?ED WHEN H ' OR GREATER. FOR DETAILS SEE 5FANDASTANDARDST-i. DIMENSIONS FOR COLLAR DETAIL 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY .� 7. #t 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO DE PLACED iN ALL AREAS ADJACENT 4•_2.• D TO ABUTTING CONCRETE TO PREVENT Hordwore Cloth 2'-6" SETTLEMENT. IN LIEU OF DOWELS A 21IX4" 2'-7" W� --- NOTCH MAY BE �PROVIDED. SEE STANDARD- 3" Diameter y_ .� T-DI-3, 4 FOR ALTERNATE DESIGN. weep hole N a ►, a o � -_ p a Scc Notc 8 a B. 3" DIAMETER WEEP HOLE W1TI1 12"X12" PLASTIC Sa 0. C> o HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", =r, b�N D. CoGor °' -- 4" depth Aggr. UMBER NUMBER 4 MESH HARDWARE CLOTH ANCHORED 068.#78 or III !I l! FIRMLY TO THE OUTSIDE OF THE STRUCTURE. z c.5 cc 12'.^ 118 x G" widthTE IS TO E E E u uu u `D 9. CAST J 00 PIN SI). PRECAST CONCRETE ISETOL ES or 24 12"-15"-18" " r llLJUUU���uU�� NN �M _ I1JIjt1jIU' III' � 4000 PSI, )O. ANY ALTERNATE METHODS OF ANCHORAGE 4 A ' n p • UMBER j�n MEETING THE APPROVAL OF THE ENGINEER 1fUjIj1��O�1111I(�Illt 1 MAY BE SUBSTITUTED FOR THE CAST IRON o L1 UU t111U R -L LUGS AS SHOWN HEREON. ° 1 z SECTION A -A Y' ' CONCRETE QUANTITIES FOR MIN. DEPTH 11/1" 12" concrete pipe - 1.440 Cu. Yds. (Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds, Concrete 24" coner,?ta pipe - 1.017 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odditionol(oat of depth. APPROXIMATE WEIGHT Cost Iron Grate 363 ± 18 Lbs STANDARD DROP INLET`F"' REFEftrNCE 12" - 24" PIPE: MAXIMUM DEPTH (H) = 101 233 104 01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. MAXIMUM DEPTH (H) TO PE 20'. FOR DEPTHS LESS THAN 10'USE STANDARD DI-i. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE, PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE, 7. 4 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LiEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVCCD. SEE STANDARD T-0i-3, 4 FOR ALTERNATE DESIGN. 8, 3" DIAMETER WEEP HOLE WiTH 12"X12" PLASTIC HARDWARE CLOTH I/4" MESH OR CAL VAN ZED STEEL WIRE, MINIMUM WARE DIAMETER 0,03". NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. ALL REINFORCNG STEEL SHALL HAVE A MIN. COVER OF 2", 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF At I nPFNINQS RY ?" t2" 2'-2' 4. IN THE EVENT TICVERT OF THE CUTFALL 12" INVERT 1S HIGHER THAN THE BOTTOM OF THE II. CAST -IF) PLACE CONCRETE 15 TO BE CLASS A3 STRUCTURE, THE INVERT OF THE STRUCTURE (3000 PSI). PRECAST CONCRETE IS TO BE 4•-2" SHALL BE SHAPED WITH CEMENT MORTAR TO 4000 PSI. PREVENT STANDING OR PONDiNC OF WATER IN THE STRUCTURE. THE COST OF FURNISHING 12. ALL SPLICES IN BARS V TO BE A MINIMUM OF SECTION A -A 'ometer ANDPLACING ALL MATERIALS 40 DIAMETERS (20"). weep hole. SHAPING IS INCLUDEDINCIDENTAL CollorSee Note 8. PRICE FOR THE STRUCTURC. 13. IF OPTIONAL CONSTRUCTION JOINT IS USED, -- --- - - 5. STEPS ARE REQUIRED. FOR DETAILS SEE IT IS TO BE KEYED. STANDARD ST-1. _ r ' 14. FOR DETAILS AND DihIENSIONS, ETC. OF GRATE AND • 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, STEEL OR CAST IRON COLLAR SEE STANDARD Dl-L C ' e e L Hardware cloth D r rs V a 4" depth ogggrgote pc c 068, #78 or 11 a x 5" a A - width. e D COi>nStruCtiOct ' joint Steps. Sae Note 5. U REINFORCING STEEL SCHEDULE MARK SiZE NO REO'D LENGTH Bars H 05 8x(H r 2) 3'-10" Bars V 94 40 Ii r 4" 1` A =1 Bars H 12" c-c ! 3 cock Taco I L I Bors N 12" c-c 1 Bar H all four corners SECTION THROUGH ELEVATION APPROXIMATE UUANfI71ES FOR MINIMUM f10') DEPTH CONCRETE PIPE DIAMETER CONCRETE REINF. STEEL Cu. Yds. - -- 12" 5.216 655 15" 5.193 651 18" 5.163 547 i 24" 5.089 1 639 Increments to be udded for each additional root of depth III): 0,465 Cu. Yds. of concrete 58.7 Lbs. of reinforcing steel SPECEN REFERRENCEZNCESTANDARD DROP INLET ' 233 1�" - 24'' PIPE: DEPTH (H) 10' TO 20' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 1104.02 i 11H-2 FOR DETAILS OF ALL COMPONENT PARTS MD "GENERAL. NOTES- PRECAST" SEE SHEETS 103.01-103.1 I 1 I SPACER UNIT t - TAPER" OR _ o TOP UNIT a I -------- 1 --- 1 --- o--------- LJ law. O- - - - - - - w RISER UNIT a u- --- --- 1 _.5,_,_,_, - - - RISER UNiT -P -+ REDUCER RISER `Ui.7T _ _ ._-_.-.__._._.---._----_.--- � I a i - REDUCER UNIT MONOLITHIC -- -- BASE--�_--- BASE (UNIT o OASES UNIT I I ! I I l I f I :.F•ECrIChT�II PRECAST MANHOLE REIEISE>, - tDs VIRGINIA DEPARTMENT OF TRANSPORTATION 302 tU6.07 , O H 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW .FACILITY SITE PLAN DETAILS YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERlCK COUNTY, VA PROJECT INFORMATION (� " U FR_AN.,.Tr J, AVBE 1-0�,, r� "' No. 1`ri4.� J 1;6- DEC 15 2005 NO I DATE DESCRIPTION NO DATE DESCRIPTION SCALE: 1 2 12/01/05 12/15/0 PER COMMENTS PER COMMENTS JOB NO. STORE NO. 1712 SHEET NO. C09 DESIGN BY: DRAWN BY: CW DATE: 09 23 05 634 ....,..... ....- ._ ..-. .:..:. , - .:.;..,.. _.... .,..- _ .:.. ............ ..... . ....... 634 63 .._. 3 .. _. __,..:. .._ ._.. ...:..........:.: 6 3 3 6 32 _. . O�pE:r l .. .......... 632 PROP- .... 62 g............ ............................... i .. _ .................. ............. .... .. ..................629 8X6 TEE 628 .................... ..•.................. ...... .............. .....:..................... ,......... .... 628 VERT. 45' W ELBOW 627.............r..., ..................... .............,.........,..........627 8' SDR21 626,.._.,._ .................•................; ...... .....................F ...........•............- . ..... 626 625 ............. .............. .............................................. ........ r........ .............. ... ...... ...g 25 624...........` ..... .... .... .... ......... ..... ...............................................,......................... 624 623_•.........{ ................................ ............... ...................... ............ ...,..•..... ,...... 623 :12X8TAP 622 8Y FCSA ................................. ...............• ........ 6 2 2 t8" STORM SEWER 621.......... ..... ..... .... ....... .................... ............... ............. ........... ......... .... 621 620 ........... 8' SOR2t ;................................ •.................................... 620 VERT. 45' ELBOW 619 .._... __ _ ............................................. ......................... .. ....619 618...__.._. .__ .... _......_ ............................................e......................I......... 618 617 ............................ ....617 1+00 PIPE 1 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' PIPE i6 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 638................................................. y.......................................,................................. 638 637 ............;...............•.........................................................;.... •.. • ................,............ 637 636.......... ...?............... ..,............ ......;.................................... ?........................... ,.,....... 636 .............>..........,..............................................,.,........y,.................................... 635 635 6 ........ E!......................................?,.................................. 634 p, G •• 634 •Q�0 ....................................................................................................................... 633 633 ............:.........................•.......................................,........................................... 632 632 .. •.........�....................•...............:...,.................................>. •..•................................ 631 631 6.30 ............. ..............•........ •............ ........... ............ ............. ...,.,........... .............,......, 630 .........•....i....................................:..............................................•.............. 629 .............629 8X6 TEE FH ASSM ............ •................................;...........,...............I..................... •....................... 628 628 627.............. 6OR ........................................................627 626-- ..... ........ ................. ........................ .•..................................,........... 626 ................................................5..................,..................>................................,.... 625 .625 624............. .............. ............... ........ :•........................................................................ 624 .............;................,..........................................,,............i............................. ,. 623• •••• ... 623 622............. :................ ............. .............. .......•,............ ........................................... .,... 622 ................................................:.................................... a.......................,........ .. 621 •• 621 620.....•.......?........ ..................... ....... .>............................... ............. ............................. 620 619................................•................,..................................>.....................................619 1............?........................................................................ i..................................... 1 sa sa .................................................................................. • .............................. 617.........617 O+DO 1+00 PIPE HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' -8X6. TEE_ 634 r 634 633 632 631 630 _. 629 628 -• - 627 626 625 „ 624 623 622 621 620 619 618 617 635. .......,. _......... ., .. 635 634_.,., ..,..r....,,,.,.,,,,,,,•- , ..,.:,•........:» .... 633: .,.......... . , .,..:.,»:,..,._ _.,..E,,,,,..., ...,,, .,,,. „_..,,., ,, , 633 PROP. GRADE 632 , .,_,,, .....,...,.., ,.,, „,....:... ..»,. 632 634....,,... » ......630 628,------ ........ ,. .•......;,,,,,,,,,,,,,,,... ......:..•.,.. :: 628 sz7 �8 SD R2, , 627 626 -� , .., ,....,.,,•,., ............... »,...,,,., 626 625. ...:......... .................... ......................... ........ .......... :......................................625 624•...........? ....................................................•....,...................,...,.......,............... 624 623............. ;.................................... ................ ................... , ......................................623 622............. ....................... ............. ;:....,............................... f................... ... .......... .. 622 8" STORM SEWER 621...,.,...... •........................•.....•.:•................................,.............................. 620.......................................................................................................................... 620 619............................ ........... .......... ................ .......,...619 618................ •.........,,................................. ........................ ...,.............................. ... 618 617......... ....r............................... .,.............. ._........................ .......,,...........................617 0+00 1+00 PIPE 4f3 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' PIPElz _7 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' _ ................ ..... ..... ,., .,, _.,,......,,, 637,,.,.,..:•.,.»....... 637 PROP. GRADE 636 635::..._.. ,,,,.....,,,....,_...:::..,...................»,,,.. ,.,,,.,:..., ...,..... ,....,.,, .,,.,,,.,,..,.:..,.::......,,:..,,..,:..,,,.,,...,,...x»,.,..,,,,»,.,,..:.,.,,,...,.._.,,,..,......... :.......... 635 634.,,,,,:,.:.,. ,.. »,,: ,,,,. w _ .., ,.,,.....:.... ............ •.:..,?,,,,,,,,,.., ,:...,,..,.,,..». 634 00' BEND 63 633 ATE VALVE 632,...,.., , ..... 632 630 . ,,,.,,...:..,,,_._..................... .,,. ,..,,......,..,..,,,,..,,,,,,,,,,,,,_. ...-._... :..,.,,..,..., .:.,,:,,»,.,,., ._... ...,..., ,. .,....,-,..,..,,_,............ ,,. 630 629 .............: BX6...TEE..... ......:............................ ,..,....................... ............ ........................ ,...,........ ...................... ........ 629 628• .............. ......•...•.•....... 628 627 ...... . ....... ...... .............. ................................... ...................... •............... ........... ......... ............... ............................... ..................... ...... 627 626 ...................................... .................................. ____ ..;.......................... .................... .,.....,..,.........,... 626 625 .............:.........................................,........,.. •.........,..................•............................. .................... ............................. ........ ............................... 625 624 ....................................;...........................,..... .... ....., ...i.. 624 623 ....... •.......................................... ......... .......,...................<............... ,..................... .............. •.......,............. ..........................,..•................................. ........ 623 622. ........... i............... 8.'..SDDRM`.SEVYER................,.......................................•.........,,.................................................................... , ...... .... ...i... ... ............ 622 s20......................................................................................................................... ........................................... •.,,.,•....... ................ ............. .,......,.,,...................... ... 620 619 .................... .......................... .....`:............. ,........... ........... i................ ,............... .... ............ .................. .............. ...................... 619 61 g...,,...,...•;...• .............................i,......,,............ ....:•...,...,.•;........................ ,.,.•....... ........................ ....,........ ......... .........,.............. 618 617 .•.....,.....t ...............................•...,.:.......................,.,...,..,......................,...................................................E........ •.,............................,.................I........ ... 617 0+00 1+00 2+00 3+00 PIPEzn HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 636 635 634 633 633........... :------ _.....,:.,»_..,,, ,.,,,,.... ._................ .:....... ............ 633 633.,,,. 632 632„_:., ,.,. , ,__,,..,,,._.,.,,,.,,,....,, , y,,.,,,,,..,,., ., ,,..,,..,,,,,,.......,.,, ,:., 632 632,,,.. 631 631...........,,......... , .,...w 631 PROP. GRADE 630 _ 630----,..,.:� ,,._,,. ,,,,.., ;_..,..,... 630 630 629 629., ,,.,,, »,,, ., �.,,,.,,,, ..,, 629 629---, 628 628,,....», ..,,,,,.._,,. ,.,,.,.,.,,,. ,, ,, 628 628--• 6X6 TEE 627 627-..,,,,,.,,. 8X6., TEE.......,,,.»,», 90' BEND .... 627 627,..,,, 626 62626 626,.,.. 625 625,----- 625 625 ,,... 624 624.,..,,.......:.,,. ......... :.. .,,,.,.,..:..,..,,,,.,.,,,,,,:. ,,,..,,. 624 624,,.., 623 623...:,..... <,. ..._,,.....,,,...,»...».,,.M.,,..:. , ,. ,,.._..,,,,:. ,, ....w , ... ,. 623 623.,.- 622 622 ..,,_. ,,;,,:,, , ,....,.... ...,.., _, .._,.., _... 622 622,... 621 621, ,,.,,., ....._-... ,..,.,,,_.,..................;,,...,,.,,,.,..,,,,., ,»_,, ,, ,w_..,..,,...,,. 621 621.,_.. 620 620... ....... ,_w...»,,,,,, ,,,,,,;,,,,,,,,, ,,,, ,,,,,, ».,,_. , , y.,», ... 620 620 619 619. .,,...,.,,_.._.,.M,, .,w w.... :, ,,,,,,, ,._.,, ,,,w_ ,.,,,,,, .,.,,,,. 619 618 618, ,.,., r.,.,_...,»,,.....,_... 618 si8._.... 617 ._„__.,.»,.1+00., .: 617 O+OO,.,,..,m,,,,., PIP_ E ,08 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 638.............. •........................... ...... ,........... ......... ..... .,,...,............. ......... ...,,,.. ..... , ....,,. ... ....,... .. .....• •...............; . ..... 638 637 :.................................... ..,..-,.......,..............,,.,..i.,.,.,........,.....,............•.<,...,........,..,.........,......... ... . .. . .. _.... S3 7 PROP. GRADE 636,......_......_........................ ....... ..........._........,........,........i.,.......,...,......._..., ...... . ................... 636 635 ..................• ,•..,,, ..•..,..,..,....5,......,.,..,:..•,..,.•........,...,.,E,.....,. ,..............,. 0.. .. .. , .....•............... .. ............., . ....... _. . 635 34 ' S '' 90' BEND 633^ .. .. , ... _.,., .............. .... ..,,.:.., _............. ,,..,.,,.,,; .. ..... :..... ,., ..: _. .., F}I ASSM 633 , 632: •.........:.......:.:........,,,,-..::,.. , _.,,,., ..., .,.,-.,,..,.:::......,...:.. ,... ,..' .,... , . VERT. 45 ELBOW _. 632 . 4S ELBOW 631-.,..._...., . , ... .. _.._. „ . ...... ......,. •... •,..., :..;, . .,....... _ .: ,, .._ .. _. _........... :. . _ . . 63 1 6301- 630 SOR21 629.,,.,. ,,.. -.. _ ........ .. . . .. ......, ... . 45 ELBOW _ _ ..... ,. VERT:"45 � EL50W" " . 629 8 628 627--- »,. ----- . ,.:.:,, : ,,,.., ,. ;,,, ,_, .. ., ,•..., . _.. .. .. ......... 627 ,,.,. E.. 626 2 ...,•. ,,.::.. .,, ..:•. 625 „ .: .................... 624,..,. ;,,.,......,,.. • .. _.._,__ :. ....... ......... ..... __,., b 4 2 623,,.:.,...,_,:,....,....,.,.,.., .................. ;,. , ,,....: _ .. .......... ...:.......,,.:._._.., .... , __,. .. .., .,. ,.,. _ 623 622 _ _...., ..,:. 622 621........ , , ........ ....... ......,. = _.... ....... 621 p 620 619 ,,, ,, , ,,, ,,,,,,,_,,, ............. ..... _. ,. , :,., _ ... .. .... ...... ... _ _. .... _ ..... 19 s 617......... ,,.......,,.,,.................. ..::. .............._ ..: _ ......,,. ,., ............. ....: , ..._.... .... _. 617 p}p+',0p 1+00 2+00 3+00 »,.•_,,...,,,..,..,,...,_.,,,,.,..:,.,._.,,,,...».,.....,...,,.., 633 632 .,......... . .., „ 631 „PROP., „ 630 ...... ..... ..... 629 628 FH ASSM -6X6.TEE.,_.... .......... ..... .:,.,,, 627 626 6 R i ..,................ 625 _..,.,,,.., a,.,...,,.,.,.,..,,,... ..:.......... 624 _.._..,., __..:...,.,., .. _.................. 623 ,.:...;........... 622 621 _. 620 619 618 ------- 617 PIPE T9 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' PIPE J5 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 633, ............................ ....... ... ...................... ..,........... ,. .. ,....-................ 633 632......,,............................. .........,.......,...........................;........,... i ,, ......................• ..... 632 631........... ....................... PROP G ............... _ ....,•......... 631 ; 630.... ......:... ....... ...... ........,,..... ,..,,.......... ........ ........ , - 630 629,.......................... ..........,,. ,..,.....,.... ................. ,:,.....,....629 628....:...... ................, ,.... . ,..,,.....,....,...,....,.,..............,.........GATE VALVE.....,..,. 628 90' BEND 627- ........... 6X6 ..TEE..• . <...... ,.,.........,.....,,..., .,....,.. ,......... .. .........,.,. 627 626...:. . ..... .. ... . ..._ ;.... ... ,- 626 6 ; 625,..:,,...... ..................... ., .. .... ,..-... ....-....:.........:...., .,, .... _ ,. .,.,... ..._ 625 624.:...... ..:....... .. . ..,..-, „ ..._.. _ ...... ,..,.,.. ,,,.... .. ...... -. ::. ._ ...., .......... 624 623,,...., ,. r.:...... , ,., ,:,. .... < . ..... ...... ........_.: , : ..: .,... .....,..... ..,,.,,: 623 622..... ,., _... _.._ ...... . ..... ,... ..........:.r ,, ..,.._ 622 621.,... - .. __. . , ........... ....,, .: ......... _., ... ...... _...,_.,.. 621 620._. ....._ .............. _ ..:- , :..,. ._.._ ... ...... .. ....... : _...,_.. 620 619,... ........ . ......... .... , ..: ... 619 618 617........ _ ,,,,,,,,, ,,,, ,,,,;,,,_... ....._..i+ ........ ........... .,. 617 0+00 PIPE j10 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 0 Oa 84 LUMBER 1019 ROUTE 519 IGHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY WATERLINE PLAN AND PROFILE YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA INFORMATION 6 FRANK J. AVBEL K rd No.15859 � A � Q� 15 2903 Zz' °"ckpLp'' 000 NO DATEDESCRIPTION NO DATE DESCRIPTION SCALE:PROJECT 1 12/07/05 PER COMMENTS JOB STORE NO. 1712 SHEET NO. C 10 DESIGN BY: CW DRAWN BY: TF DATE: 12 01 2005 LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts 0 E 2 MHWR-65-X-400 FLOODLIGHT - 6H x 5V 400 WATT MH CLEAR 8T- -37 HOR WR4.0M65.ies 32980 0.62 460 0 D 33 MHWR-65-X-250 FLOODLIGHT - 6H x 5V 250 WATT MH CLEAR ED- -28 HOR WR25M65.ies 19885 0.62 294 WL WALL PACK - WALL 400 WATT MH CLEAR BT•- 0 R 2 MHWL-400 MOUNTED LUMINAIRE -37 WL40MG.ies 36000 0.62 400 W- WALL PACK - WALL 250 WATT MH CLEAR ED- \,. J S 3 MHWL--260 MOUNTED LUMINAIRE -28 �$MG.ies 19500 0.62 294 Fixture "D" Lurnark 250W Metal Halide Flood Fixture "E" Lumork 40OW Metal Halide Flood Fixture "R" Lurlark 40OW Metal Halide Wall Pack Fixture "S" LuMark 25OW Metal Halide Wail Pack dx� CURVE DATA: � I=22°52'27" C' Dc=12° o R=478,34' T=96.76' 20� b. S L=190.97' 0. b.o ,o .0b,00.0b, 6' �xG E= 9.69 4. 0. .o ` b.0 b.4 b.0 0.0 0.4 b.0 b.0 y b. .0 0 '0.0 0,0 0. �A0.0 0.0 0.0 0.0 b.0 0.0 0.0 D Q� p A 0 �� 0.0 0.0 0.0 0.0 0.0 b.O b.4 . .0 0.0 0.0 0.0 0.1 0.1 0,1 R� FeNC .0 4yR�� 0.00,00.00.00.00.00.00.00.00.00.0 1 IDA b.1IDA 0.10.1'0.1b. :0 ,0 �. 0,0 0.0 b,0 0.0 0.0 b.0 0.0 0.0 0.0 b.0 0.0 b.1 0.1 0,1 0.1 ro. 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O.i 0.1 0.0' .0 '+'7 2.3 71.1 D. 1 4.3 .1 '1.6 'i b 0 0. b. 0 ' 13. ? 0, 0, 111 0.1 0.1 0.1 0.1 0.1 .1 .010. 0.3 0.1 0 t. '1.4 '1. 1,0 D. 0.5 b.4 .2 t ' .1 t t 0.1 IDA 0.1 0, 0.0' .0 FRq-0Ry 10. b. 1.40. :€ib.4b 0�j.2�0p.20ny 0.?O.t O.i t0.,0.1 O.t 0.1 .00. A6JSsft,� .20.4 6 5 4b.219'i2'0R.2 4A'(Y ,t t t t 1 0.1 0.11 .t 10 1 0. . 0.0 .0 0.%/b. >? b:ib: i' 1 0.1 0, t , t 1 0. t 0. 1 0, t 0 0. r0'V Y -),n in. c t .1 0.1 0.1 0,t 09 i 0.t ,1 0.1 0. . 0.0 .0 .1 0.1 D. D. b.t 0, 0.1 0. *0. ,1 0.0 .0,0. �•(� 7. 0,t b., 0. 1 ,1• t 0.t .4 0.4 0. 0.0 b 0.1 b.i 1 b.o b. U.0 b.o 0 O.o t O.o O.o 0. o O.o Gl.o o CI y� �Q N n SITE ELECTRICAL PLAN SCALE: 1 = 50 -0 01 O.o 10.0 0.3 PROPOSED 35' HIGH 150 SF FREE-STANDING POLE SIGN (25' SETBACK) (2) - 304 DRAINAGE CULV BY ADAMS DEVELOPMEN I. 611,00 3 INtU. 08613 0. C O ti' r. to C M' � 'IT Qy W C2 00 00 oww.. �0 ,CO tD. 'X to U . Cd > _j a O v a Co Cn v • a a1 �o MX Co M aj t N Cl a. V I- U)LY z �. ooU0 73UwZ0 �_ L-- Q ? j U) a ()o W w � 0� 'Zwj-w z _.... w w LL O 1`7 to t � Cr 0C) LIJ mLd O _E D 00 =I © tx N 'Q�'t' d CO N © �u w to O � n. o Wcc w 4 w 4` 0 o O 0 m w �- PROJECT NO. 5046 DRAWN BY: GMW CHECKED BY: JDL DATE: •- CAD FILE NAME: 5046E005 SHEET NUMBER FCSA Co.NsrrrTCrP.ToNT lvo rP.V-, s 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL 3. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SHALL MEET ALL AUTHORITY REQUIREMENTS 4. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL ca 0 / 41 � 1 / �Z07 S�o�° TAX ?' °o� O'F oaf o,7j� go srBQ B) THE CONTRACTOR MUST: o °e �� ` ?,q �sr �9��f 2. MARK THETAPAPPLICATION AY DEPOSIT 1. MAKE LOCATION 3. COORDINATE INSTALATION WITH THE ENGINNERING ASSISTANT +' o�d '�' ' 6. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: SCALE: 1 = 50 A) THE LOCATION OF THE SERVVCE LATERAL IS TO BE , / '\. �o� ondT 50 25 0 50 100 COORIDNATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT / 0i0 qk A"r�Po„\-�`��hw,, B) AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. CONTRACTOR TO COORDINATE 200' CULVERT/ C) THE AUTHORITY SHALL FURNISH AND INSTALL 5/8", 3/4" AND 18" CMP 1" WATER SERVICES WORK WITH, AND MEET THE / F goo r 6' \ \ D) FOR ALL 1 1/2" AND 2WATER SERVICES, THE AUTHORTY CONSTRUCTION REQUIREMENTS o'/ lsc SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY OF, THE FCSA MAINTENANCEeY / e % , : Ems: S zpNltyC Ce �O� so76 N LINE. THE CONTRACTOR SHALL FURNISH AND INSTALL THE METER � �,; p DIVISION'S gU VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. °� �yO E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS RELOCATE & ENCASE &80� �r ` ,'.. `'d7. ALL FIRE LINES SHALL HAVE A BACKFLOW PREVENTION ASSEMBLY �' �' ` �°' WATER AND SE /.. ram- H�:B� .. �`T� ha, Zo X'yop (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE LINES IN THIS AREA. nv9 ASSEMBLY SHALL MEET ASSE STANDARD NO.1048 OR 1047. ANY .ati�p��, Zj EXTERIOR, PRIVATELY OWNED FIRE LINE SHALL ALSO HAVE A FIRE / `�� �t°° '`.'. ....... ;,� `y ,��f9uy... f �_ �� ° '49ricv/U°�'71 SERVICE METER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY ^O ,c ....... • . BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES /: \� ARE REQUIRED / , ,� ' /�� r y` �..`�, 630.0 _��� c O C�'} , r X` h - x[ rev ?�_ �z � ryy . \�4WyG 8. FCSA ENGINEER SHALL REVIEW THE MECHANICAL DRAWINGS• OUTSIDE STORAGE 's, : I°Y" CONTATINING THE DOMESTIC AND FIRE SERVICE METERS AND BACKFLOW PREVETNION DEVICES, AND APPROVE THE DESIGN AND MATERIALS a TYP. (H 6 H 4\� • • • • • - •.•:�< \ /f` oS Da ``� . . .. , . . . . . . . y>; i `, . . . . . . I Qogoc Now or Formerly 2� ti , , �, QO , "♦� The Adams Development Group, Inc. 0 / ��. t 1"...... . Q' KY, � Instrument No. 0JO015420 �qTp� '.',','," " ' " " " " " ' \" '� `` �. (See Plat of Instrument No. 040017467) /..... F.:........ <\ �`�,` ...... a I / `�` () N . �:• • , , Residue of Tox Mop No. 44-A-75 �, ............. :� �- o � � LIMP CER 2 , Q�0Oo0 ry o Zoning - B3 (Industrial Transition District) P © • • • • • • • • • • • • • • • 1 . • • • • • • S � Vacant �- FOR \1%.'3_1Q.97 P.i....... /�' ~~�` PAD �a'X A1t-i �' S F, �� 3 00 �° ok 6)'t1o//,� Use / / � : �`` 6�T 1`%l.'.'.'.. (SEE OET �C• ST�RgG �� v^ �O�"�9 p N� A�tP°9e <c. ow . U jQ\ ........... NO 633 o o f e h !/5�, ` �'�9 (�o A. )64 O .. �' " (� �t• ,, 1 - 2 ,a ''! o - A'es; S/ao�f �� •��o y.... �:.D,��O. S x�< .....'. .'.'.'.'. 63�'.p ..... sp /�p�N S ^� o� d�"to/ '41 / ..... �,................. �kE� q( O IcY �` NO RESTROOMS IN BLDGS 2,3 4 o / ........... . .. O, �,-''`� .............. y� Yu,,` 4 �,.. f. 8, R �, I� I OR 5. MAX. TRAVEL DISTANCE /� �; : �< <Ys-� ........... , T > \ .............. �tr.. (( (BLDG #1 TO BLDG. #2) 400' �e t ;..,. \,�t: St a�. 'F �\.'.'......... .Q...'.'.......... o .'. /,. 1...:.:...:.....:....... s Post found �.j'j. �.� .•.DQ. � 0.5'SondO.i£ \o,QL/�o... /�??F /. . . . . . . . . . . . . 4r ..... i,q S•`` V �2 9 Ls �. • ASPHALT- .... nk �y C , ' ' .. ' . .� .. 60(.) e� `Fo� SURFACE : ' .. .. .:...........:. .......:0� sy .. I ..... \.. y� �Q \. . . . �y.'. x� O G � doe pP� :. 4+92..12 . Et1D. 0E .S.PUR . 600 ' �Arfi\V". �t,F�` WITH BUMPING. POST ....................... /_V/ \... G��862� e ` /` O//� ` '\ ' . ' . V / .......... ..... 9 F. \. o Q . S v �r. 6' HIGH BOARD ON BOARD FENCE � (SEE SCREEN FENCE DETAIE. SHEET COS) 0 ASPHALT.'.' . .... .... ...... .. .. .. . .. ... .. . . o /�.0".. . .. \' 'SURFACE'... .. * . ... .. . . .. .... ....... ...... .. . PIPE >,B2„ j / 4 \ s o fat• /0�- '� -e,.R `�' 0" ..... ,2 / `N ayoo s y,s .. o. \ 9 .... SI 4 0� /G,Jy ' �" Rq�"O �?� e s �\ �, o C 6 ... T/ Now or Formerly cot." . s ...... gCFS'.'.'.'.'.... 0� 3 ��/.. / ..fir,;` / / The Adams Development Group, Inc. ` ' RF b > ASPHALT.. f s , k \ Oc D qc , • • • (,� if Instrument No. 030015420 S ♦ \ !� 1F .'. .' SURFACE . . . . ... . . �� q \ \ " " " ' N o S, _ / fr ' (See Plat at Instrument No. 040017467 .............o... y �� .. /.'.'t / PIPE "B3" Residue of Tax Map No. 44-A-75 ) �.�'.'.'.'.'.'.'.' �'.'..'.. '.' ".'.'.' �..'...' Zonin = B3 Industrial Tr 9 ..... / Q rA. \..... \ / o / 9 ( Transition District) 6q / 'O .F .. ^.. �..... N .. .. /off o Use = Vacant NG ' \ yV . , ... , ... / °�,� \ y�� ♦ \ 8 ,QR� /,/�✓/ SF ` 1100 : \ \....q�+. oio..'.'.'.'.......'..'.'...'.'.'.'........M1%. Op �" moo, c�` . ................... 6 . ya /Q \ S e iYq y' . / / moo\ �"'�'�Ry\ � •s° o'i�' �` �," � � �, ?0 ,��1 � \ F OF 4 � �?F`��"... sr.- :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.......•/. .../•.•.<<•\� h /,� s��'Or3 \ s�tFR F oa}°' \ R/ �� LJ' l�� I •. �`/L, 1. S E� . . . . . . . . . . . . . . . . . . . + / . .' • , / r .ti �//��� S , 0 ¢ /-,CC\eS \.. . . . . . . . .. . . . . . . . BU \ `�' \\,}\"� � \ � `/•�/� S`F �.J... Fa".gyp �`` �•.Ei60��. .'.";,.r.�.�.'.'.'.,I,YK / �D\ ?� ti FR sF0 QOQ \ co. o Q✓C .FFNC' .!' .. .. .rr� ti c ti a� �eY sa, \ ...'.'.'.'�y PIPE "84" •\a� tea' c cF .� �• j......... I.. .:< 4•" ASPHALT CURB a1 T' TO BLDG, #2 OC�4 0%' C (IMC-3C) 6 3 r,1062sS p6, NC N LEGEND -----790- -- EXISTING CONTOUR 790 PROPOSED CONTOUR PROPERTY LINE EXISTING STRUCTURE PROPOSED STRUCTURE --------- RIGHT OF WAY OR EASEMENT LINE - - - CENTER LINE --------- BUILDING SETBACK STORM SEWER AND SIZE -----X X- EXIS77NG CHAIN LINK FENCE t� fl 6' CHAIN LINK FENCE 6' BOARD ON BOARD FENCE 1'E UNDERGROUND ELEC. CONDUIT AND SIZE OE/T UNDERGROUND ELECTRIC/PHONE 8'SS SANITARY SEWER AND SIZE 8'GY WATER LINE AND SIZE 1 '6 GAS LINE AND SIZE + 816.J EXISTING SPOT ELEVA 77ON x 816. J PROPOSED SPOT ELEVA77ON -�-- SWALE ARROWS • SURVEY MONUMENT O PROPERTY CORNER 0 U77ZITY POLE O FIRE HYDRANT t TRAFFIC FLOW DIRECTIONAL ARROWS D E R OUTDOOR LIGHTING.- SEE ELECTRICAL LIGHTING PLANS ASPHAL T PA DING CONCRE7E PA WNG OUTSIDE STORAGE ...; R�2SI.26' . . .�. C , rV. ...v/.' 6" CURB AND GUTTER �j S49'1 ,'�'p'l TO 30' GATE C� $�5" ARQ s�6o70 0 \ \♦ lF` \ Fsq"rk/ J2`"./. (CG-6) p 1, y j6�S4 65 w r sq " �jR ��28p. ' ♦ ,z, \Ea cis ...$ . PIPE "D" $ 592 C1 7hoAd Yo c��/ryxS�N� S Q�� h \ S/C�r s ` T�opos� o . o• 3pQ, PROPOSED 35' HIGH 4�s �- V Soo A s�o�s or/. 'y4iN S FR T�j4 \ D/ST 0 8 P6 150 SF FREE-STANDING Oc,2417 9» Zo .Qos��Ot o oi`°�oio,/ TgRr'�9�, C \�A/C� `�3 � ROA . .. / POLE SIGN (12' SETBACK) r'128 5506"-- '�ii�9 dv° ° /'7sfi yO oio?� y o� �s \ \ ' 1 , o 19 ems' R_-250 90' dv o No stomp /roc /� �s se�� rTa 7� T F ' Cho 00, Ose sfr/o� No Ovo %� / , ` o Fob �O-atrs s cp e a a�°r CO, S $3 • E� On �oos�g0js 6 J �j1 ��l , �f sUeoi soN �o� ¢ os o°° PCB g2814 4 17„ yt, +ge PIc21 �912o/ / -- s�r;c� \ CROSS F o JS pr�22 19 (2) - 30 DRAINAGE CULVERTS C 'rW RV\�'ar BY ADAMS DEVELOPMENT 2� / 7r �p� ' �\ I. 611.00 / 5. FR FoRo R�IIVG =` -f /T EULVERT� CG-6 CURB AND GUTTER \ 100, `• APEf�"'------- TERMINATES / AT THE BEGINING OF THE RIGHT -TURN LANE ON YARDMASTER COURT. 280' SIGHT DISTANCE MERCHANDISING REVISIONS BUILDING REVISIONS Q Q NO DATE DESCRIPTION NO DATE DESCRIPTION OWNER / DEVELOPER O t 9/2/05 PER FCSA COMMENTS 2 9/73/05 PER FCOPD COMMENTS 3 9/23/05 PER VDOT COMMENTS PIERCE HARDY LIMITED PARTNERSHIP 84 LUMBER 4 9/26/05 PER FCIO COMMENTS 1019 ROUTE 519 5 9/27/05 PER FCDPW COMMENTS EIGHTY FOUR, PA 15330 6 10/19/05 PER FCSA COMMENTS (724)-228-3636 7 12/01/05 PER COMMENTS 1019 ROUTE 519 8 12/07/05 PER COMMENTS EIGHTY FOUR, PA 1533 9 12/15/05 PER COMMENTS (724) 228-3636 USGS QUAD MAP Scale: 1"=2000' VICINITY MAP Scale: 1 "=2000' TILITY INFORMATION WATER / SEWER: FREDERIK COUNTY SANITATION AUTHORITY PHONE: VERIZON RO, BOX 1877 P.O. BOX 17398 WINCHESTER, VA. 22604 BALTIMORE, MD. 21297 (540) 868-1061 (301) 954-6282 POWER: ALLEGHENY POWER GAS: SHENANDOAH GAS CO. P.O. BOX 1458 P.O. BOX 2400 HAGERSTOWN, MD. 21741 WINCHESTER, VA. 22604 1-800-654-3317 (540) 869-1111 VIRGINIA UTILITY PROTECTION SERVICE 1-800-552-7001 RQPOSED DESCRIPTION PROPOSED DEVELOPMENT INCLUDES CONSTRUCTION OF A 34,450 SF MAIN BUILDING, A 20,000 SF STORAGE BUILDING, (3) 9,600 STORAGE SHEDS, ASPHALT PARKING AND A RAILRAOD SPUR 1) PROPOSED SITE IS LOCATED ON TAX PARCEL 44-A-75B OF THE ADAMS DEVELOPMENT SUBDIVISION AS RECORDED IN JULY 2005 2 THERE ARE NO ENTRANCES WITHIN 200' OF THIS PROPERTY 3 THERE ARE NO WETLANDS ON THE PROPERTY 4 THE PROPERTY IS NOT WITHIN THE 100-YR FLOOD PLAIN 5 THERE ARE NO PROPOSED EASMENTS OR DEDICATIONS FOR THIS PROJECT 6 FIRE LANE MARKINGS AND SIGNAGE: ANY "NO PARKING" SIGNS AND YELLOW PAINTED CURB LOCATIONS WILL BE INSTALLED BY FIELD INSPECTION AT THE DIRECTION OF THE FIRE MARSHALL'S OFFICE TE INFORMATION ZONING: B-3 - INDUSTRIAL TRANSITION DISTRICT PARCEL NO. 44-A-75B T REQUIREMENTS REQUIRED PROVIDED LOT AREA: N/A 10.0 AC DEVELOPED AREA: N/A 10.0 AC LANDSCAPED AREA: 25% MIN. 27% LOT WIDTH: N/A 504' FRONT YARD: 35' MIN. 35' SIDE YARD: 15' MIN. 70' REAR YARD: 15' MIN. 100' *FLOOR AREA RATIO: 1.0 MAX. .19 BLDG. HEIGHT: 35' MAX. 25' SIGN HEIGHT: 35' MAX. 35' SIGN AREA: 150' MAX. 150' SIGN SETBACK: 10' MIN. 12' PAVING SETBACK: 5' MIN. 5' TOTAL OUTSIDE STORAGE: N/A 35,000 S.F. ILDING CODE INFORMATION THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE USE GROUP M (MERCANTILE) AND S (STORAGE) OF THE INTERNATIONAL BUILIDNG CODE 2000. AS WELL AS ICC/ANSI A 117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. MAXIMUM OF 12,000 SF AREA WITHOUT FIRE SUPPRESSION UNLESS THE BUILDING IS SEPARATED BY FIRE BARRIERS ALCULATIONS PARKING SPACE SIZE: 180 S.F. MIN. & PROVIDED PARKING AISLE: 22' MIN. --- 24' PROVIDED HANDICAP SPACE: 12' WIDE, MIN. - 12' PROVIDED OFFICE AREA: 1SP/250 S.F. x 2,600 S.F.= 11 SPACES RETAIL AREA: 1SP/200 S.F. OF RETAIL SPACE x3,200=16 SPACES WAREHOUSING AREA: 1SP/EMPLOYEE x15 EMPLOYEES=15 SPACES TOTAL PARKING REQUIRED= 42 SPACES TOTAL PARKING PROVIDED= 42 SPACES HANDICAP ACCESSIBLE SPACES PROVIDED= 2 HANDICAP SPACES REQUIRED= 1 /25 REGULAR SPACES= 2 LOADING SPACES: 1/40,000 S.F. OF FLOOR AREA x 83,250 S.F.= 3 MIN, & PROVIDED LOADING SPACE SIZE: 12' x 45' MIN. & PROVIDED *TOTAL FLOOR AREA = 83,250 S.F. TOTAL GROUND FLOOR AREA = 83,250 S.F. **SEE LANDSCAPING PLAN FOR TREE REQUIREMENT CALCULATIONS AREA & AADT INFORMATION (Based on calcs. by Adams Development) ORIGINAL ESTIMATES 84 LUMBER UPDATED TOTALS BUILDING AREA SF VPD SF VPD SF VPD OFFICE 120,000 1,322 2,600 29 122,600 1,351 SELF-SERVICE STORAGE 140,000 350 0 1 0 140,000 350 BUILDING MATERIALS/ LUMBER STORE 25,000 1,290 3,160 163 3,160 163 WHOLESALE 150,000 1,010 48,690 328 88,690 597 WAREHOUSE 120,000 596 28,800 143 108,800 540 TOTAL 555,000 4,568 83,250 663 1 463,250 3,001 ENGINEER AVBEL ENGINEERING 43 RIDGEWOOD CT McDONALD, PA 15057 (724)-745-1965 NEW FACILITY PROJECT INFORMATION "=50' SITE UTILITY PLAN SCALE. 1 / JOB NO. STORE NO. 1712 u FRANK J. AVB EL YARDMASTER COURT SHEET NO. C01 b NO. 15859 DESIGN BY: JZ STONEWALL MAGISTERIAL DISTRICT DRAWN BY: CW FREDERICK COUNT)', VA DATE: 08/12/05`�Jn ER05ION / 5Er_>IMr=NT CONTROL LEGEND NO. KEY 5YME3OIL DEeCRIPTION 102 @ TRIPORARY61ZAVEL ENTRANCE X X. X NLT PENCE 3101 STOW PRAM MF-T PROTECTION 5.01 CULVERT KLET PR TECVCN 3.10 TEMPORARY FILL DIVERSION 313 9T TFIlrORARY 9X-0111EM TRAP 31D CUTLET F'PjO'1ECTICN ROCK CVECK DAM DRARV4E DIVIDES CRITICAL SLOPE - CRIT(CAL SLOPE TO OE SEEDED, MLC44EP AND TACKED UT14N k PAYS AMR OTAN.It OF CxRAOM, OR Wor>Et) A140 rEocEo mT14fN 14 0AYS AFTER START -CONSTUCTION NOTES coo 1. ALL UTILITIES MUST BE UNDERGROUND 7 2. ALL LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES OR ROAD RIGHT OF WAYS 3. MAINTAIN 3' COVER OVER WATER AND SEWER LINES 4"Otp 10�, ar 4. MAINTAIN 5' CLEARANCE BETWEEN STORM SEWER AND `' "� ! + '0 WATER LINES 0, 0 I. 630. .4 A 17 CONTRACTOR TO COORDINATE 200CULVERT/ WORK WITH, AND MEET THE 18" CMID CONSTRUCTION REQUIREMENTS X OF, THE FCSA MAINTENANCE '904f DIVISION 1. 632.5 0el 0.0 Now or Formerly The Adams Development Group, Inc. Instrument No. 0JO015420 (See Plot at Instrument No. 040017467) IP IP Residue of Tax Map No. 44-A-75 Transition District) 3+1. .97 P Zoning BJ (Industrial U Vacant Use 32.7 q, IP .0 633.0 DRAINAGE COMPUI-Al-IONS Q=C*I*A C(PAVED)=.9, C(GRASS)=.3, 1(10-YR STORM, 5-MIN OURATION)=6.8, A=ACRES, PIPE "Al" (D_--(D PIPE "134" DA=.43 ACRE PAVED DA= 1.32 ACRES PAVED Q= C*I*A =.9*6.8*.43 = 2.6 CFS Q= C*I*A =.9*6.8*1.31 = 8.1 + 16.4 = 24.5 CFS USE 85' OF 18" CPP @ 1.2% USE 125"OF 18" CPP @ 3.8% Q=13.5 CFS Q=26.7 CFS 00) PIPE "A2" &4 PIPE "D" DA=.49 ACRE PAVED DA=.21 ACRE PAVED Q= C*I*A =.9*6.8*.49 = 3.0 + 2.6 = 5.6 CFS Q= C*I*A =.9*6.8*.21 = 1.3 + 24.5 -1- 8. 1 = 33.9 CFS USE 75' OF 18" CPP @ 1.7% USE 105'OF 24" CPP @ 2.4% Q=I 6.07 CFS Q=45.7 CFS 90 PIPE "AT' @--0 PIPE "C I DA=.41 ACRE PAVED DA= .25 ACRE GRASS & 1.0 ACRE PAVED SCALE: 1 50' Q= C*I*A =.9*6.8*.41 = 2.5 + 5.6 = 8.1 CFS Q= C*I*A = 6.8*(.25*.3 + 1.0*.9) = 8.5 CFS USE 75' OF 18" CPP @ 1.0% USE 200"OF 18" CPP @ 1.9% 50 25 7_1 M 0 50 100 Q=12.45 CFS Q= 18,9 CFS M @--I® PIPE "A4" 10 PIPE "C2" DA=O ACRE DA =.4 ACRE PAVED (FROM R. DRAIN) Q= 8.1 CFS Q= C*I*A =.9*6.8*.4 = 2.5 + 8.5 = 11.0 CFS USE 370'OF 18" CPP @ 2.7% USE 190'OF 18" CPP @ 4.2% Q=20.5 CFS Q=23.8 CFS 'low 0e,0101 PIPE "B I" PIPE "CY' - kX /0e'f/"0'1- le�)_ �- CID an 'of �/61 vs ;�" "- DA= .43 ACRE GRASS & 1.16 ACRE PAVED Q= C*I*A = 6.8* (.3*.43 +.9*1.16) = 8.0 CFS DA= .38 ACRE PAVED Q= C*I*A =.9*6.8*.38 = 2.3 + 11.0 = 13.3 CFS V0 'ye IY4 00 -4-;> USE 185"OF 18" CPP @ 0.5% CFS USE 25' OF 18" CPP @ 7.0% gvI&o� Q=9.15 Q=28.1 CFS (q, PIPE "132" 0O PIPE "C4" DA=.81 ACRE PAVED DA=.97 ACRE GRASS & .25 ACRE PAVED Q= C*I*A =.9*6.8*.81 = 5.0 + 8.0 = 13.0 CFS Q= C*I*A = 6,8*(.97*.3 +.25*.9) = 3.5 +13.3 = 16.8 CFS USE 80'OF 18I'CPP @ 1.6% USE 60'OF 18" CPP @ 2.5% Q=I 5.6 CFS Q=21,7 CFS (D--@ PIPE "133" 4 1 PIPE "E" Now DA=.55 ACRE PAVED DA= 0 ACRE U,96O 0/117 Q= C*I*A =.9*6.8*.55 = 3.4 + 13.0 16.4 CFS Q= 16.8 + 33.9 = 50.7 CFS er /04- 001- USE, 135'OF 18" CPP @ 2.2% USE 25' OF 40" CPP @ 1.3% #' Zo (7,0 A, Q=20.3 CFS Q= 131.3 CFS y - U it;( °Y& J, k" Use"T4 Fast found 05'Sand 0.7, F IP ASPHALT' SURFACE 63 .... 0. X 63 IP 633.7-5 6 .5 IP 4-F ND 0 S.PU 'WITH BU ING OST X :634.5 1555 633.7 .6' HIGH BOARD ON BOARD FENCE 631.0' (SEE $GREEN FENCE DETAIL SHEET C08) ASPHA 630.25 XPIPE "132" SURFA P 6 5 X 630.5 11A, 634.0 631.0 33.75 Q 631. 5 h- , -4 IP �k- 4 'A� Now or Formerly The Adams Development Group, Inc. A HALT✓33.5 Instrument No. 0.30015420 �o / \ JSURF E X 630.75 636.7 (Se Plot at Instrument No. 040017,467) < PIPE "83" Residue of Tax M(7p Na. 44-A-75 631.25: Q Zoning 63 (Industrial Transition District) .... ..... Use VacGn III C 631. 1.0 S 0 PIPE "64� I>< . . ... ..... >j4 LEGEND JO EXISTING CONTOUR _790- FROtO056-D CONTOUR PROPERTY LINE EX/STING STRUC7URE 777777777- PROPOSED S7RUC7URE - - - - - - - - - RIGHT OF WAY OR EASEMENT LINE CENTER LINE - - - - - - - - - BUILDING SETBACK STORM SEWER AND SIZE -X-X- EXISTING CHAIN LINK FENCE 6' CHAIN LINK FENCE 6' BOARD ON 80ARD FENCE _17-- UNDERGROUND ELEC. CONDUIT AND SIZE - UEIT - UNDERGROUND ELECTRIC/PHONE -8':55- SANITARY SEWER AND SIZE -8"W- WA TER LINE AND SIZE -1 "G- GAS LINE AND 51ZE 816.3 EXISTING SPOT ELEVA 7701V 816.3 PROPOSED SPOT EL EVA 77ON SCALE ARROWS SURVEY MONUMENT 0 PROPERTY CORNER 0 U77LITY POLE t! FIRE HYDRANT 1# it TRAFFIC FLOW DIREC77ONAL ARROWS OU7DOOR LIGHTING.- SEE ELECTRICAL LIGHTING PLANS A SPHA L T PA DING CONCRETE FA WNG �A .. . ..... OUTSIDE 5 TORA GE 7 ASP L t A� .... ..... E ... .... 35 D .,PIPE *D" 5v, "Vo 'W 160 /.• 0 'V0 07 0 ex 00 40 10 0.ob '70 //q/ v no :?00- (2) 30" DRAINAGE CULVERTS BY ADAMS DEVELOPMENT ,i / Rr=5F0N5IE3LF= LAND DISTUR5ER NAME: CERTIFICATION DATE: THE fRE5PO1 61f3LE LAND D16TURE3ER 16 THI=- F,41RTY RE&f"0N5I1BLF_ FOR CARRYING OUT THE I -AND D16TUR5ING ACTIVITY AS SET FORTH IN THE PLANS, ,TO UULV HT/ IS" RAIL CULVERT OUTLET PROTECTION MANNING'S'N':.013 SLOPE: 1.25% MAX FLOW RATE: 12 CFS MIN. TAILWATER RIP -RAP D50: 6" La: 10' 30" STORM SEWER OUTLET PROTECTION FLOW RATE: 50.7 CFS MIN. TAILWATER RIP -RAP D50: 8.4" La: 22' RIPRAP DITCH FLOW RATE: 50.7 CFS MANNING'S'N':.023 SLOPE: 2.0% SIDESLOPES: 3:1 BOTTOM WIDTH: 4' RIP -RAP D50:4.4" DEPTH OF FLOW: 12.2" VELOCITY: 7.10 FT/SEC STORMWATER STRUCTURES NO. DESCRIPTION TOP INVERT H NOTES CATCH BASIN 632.5 630.0 2.5' DI-1 CATCH BASIN 633.0 629.0 4.0' DI-1 03 CATCH BASIN 633.25 1 627.75 5.5, DI-1 CATCH BASIN 630.5 628.0 2.5' DI-1 CATCH BASIN 629.5 627.0 2.5' DI-1 CATCH BASIN 629.75 625.75 DI-1 CATCH BASIN 629.75 622.75 7.0' DI-1 CATCH BASIN 628.5 618.0 10.5' DI-1A CATCH BASIN 633.5 630.5 3.0' DI-1 CATCH BASIN 629.75 618.75 11.0' DI-1A CATCH BASIN 622.0 617.0 5.0 1 DI-1 MAN HOLE 634.0 627.0 7.0' MH-2 MAN HOLE 636.7 626.7 10.0' MH-2 U4 MAN HOLE 620.5 615.5 5,0' MH-2 @ HEADWALL - i 615.0 EW-1 STORMPIPE DESCRIPTIONS LOCATION PIPE SIZE PIPE TYPE PIPE LENGTH SLOPE % PIPE "A 1 " 181, CPP 85 L.F. 1,18% PIPE "A2" 18" CPP 75 L.F. 1.67% PIPE "A3" 18" CPP 75 L.F. 1.00% PIPE "A4" 181, CPP 340 L.F. 2.71% PIPE "B 1 " 181, CPP 185 L.F. 0.54% PIPE "B2" 181, CPP 80 L.F. 1.56% PIPE "133" 18" CPP 135 L.F. 2.38% PIPE "B4" 181, CPP 125 L.F. 3.80% PIPE "C I " 181, CPP 200 L.F. 1.90% PIPE "C2" 181, CPP 190 L.F. 4.18% PIPE "C3" 18" CPP 25 L.F. 7.00% PIPE "C4" 18" CPP 60 L.F. 2.50% PIPE "D" 24" CPP 105 L.F. 2.17% PIPE "E" 30" CPP 40 L.F. 1,25% 11100II" 0 Q9/02/ 84 L UMBER 1019 ROUTE 519 IGHTY FOUR, PA 1533 (724) 228-3636 41� MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY GRADING AND EROSION CONTROL PLAN YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION I P'LTil /A u FRA K J. AVBE No. 15859 05� EC 115 20B C-1 I-i;" NO -DATE DESCRIPTION NO DATE DN SCALE: 1 "=50O ' 1 2 3 4 5 6 7 05 DER FCSA CESCROMMEIPTIONTS 9/13/05 DER FCDPD COMMENTS 9/23/05 DER VDOT COMMENTS 9/26/05 DER FCID COMMENTS 9/27/05 DER FCDPW COMMENTS 10/19 05 PER FCSA COMMENTS 12/01 05 PER COMMENTS JOB NO. STORE NO. 171_ SHEET NO. CO2 DESIGN BY: JZ DRAWN BY: CW DATE: 08/12/05 :L I., CONST UCTION NOTES Qj 1. ALL PLANTING SHALL CONFORM WITH §165-36 B OF THE FREDERICK COUNTY ZONING ORDINACE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE) 2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTYING PLANNING DEPARTMENT Now or Formerly The Adams Development Group, Inc. Instrument No. 0JO015420 (See Plat at Instrument No. 040017467) Residue of Tax Map No. 44—A-75 Zoning = B3 (Industrial Transition District) Use = Vacant / rp gyp. f 9�(7 i ,c. Ch°r /liotY low° �i°p '- ��oo No ''0 �0-�- yp� / Opp' soli/�lira� ��oJ 30' NO TREES (UTILITY EMENT) CONTRACTOR TO COORDINATE WORK WITH, AND MEET THE CONSTRUCTION REQUIREMENTS OF, THE FCSA MAINTENANCE �`� Sol- �= DIVISION / ��"'.'..... ION,Nc _ �0" . GF�R ECG Ar 10 \_ �' C .LAG .....'.....'...'........................................... ���q Dis(,ic DESIGN _` G?iu�'�° .......................... . . ..... ............ .......................:...'...........................................'.'..'....'.... / .... . . . . . . . .. . .1. . . . . ... .'. .'.'. . . . . . . . . . . . . . . .'. . . . . . . . . . . . . Y,C? .............''.'..''...:.:' ............................. ':' ASTER .'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'/...........,�.................................. AM ,x8� +� .......... I . . . k" ID (1 < . �. (SEE y � T,� ............. .................. .''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'. . 1. �... �, ....../11?`� F ! ............'�..� ................�.� ........ .............................. ' .... �~ h .` . �/' . SCALE: 1 " = 50' 50 25 0 50 100 ( Ch°r/es or For ZDo �o0" �5d0""' Ux NO s� °9e ?! i 4�Yn�t, 1 a No(y or 4°� � 00' oiler! ZrOX 4. 0,0 41, 4in9 � R 0 4�t 090 �j0 Uso 1 Res��°ta°� �OJ ! ..... ............. ............ .. . . . . . . . . . . I . . . . . . . . . . . . .......... . . . . . . . . I . . . . . . . . . ... PostFamd '� . . . . . . . . . . 05'Sando.rE a�hk . . . . . . . .. . ....I. . . . .. . . . . . . . . ' \ ,oA"b ��`kh• 9 / . . . . . . . . . . . . . . . . \ '.'. '.'. ... . ?F a'on_ S 0 o� ,V �� .............................%..................�.................. ............. ASPHALT ...... l/nkF�ccL,,r y1 �' . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . 15' NO TREES ...... ........................... , ................ ................ ............ SURFACE ...... (END OF BERM GRADING) . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . . . . . . . . . �'. . . . . . . . . . . . . . . . . . . . . / 84 LUMBER TO EXTEND BERM . . . . . . . . . . . . ' . . . . . . . . . . . . . . i( \ & TREE PLANTING T E(� / WHEN ADJACENT PR�PERT`( d° ............ I ........ ...../ ........ ................. / �F� BE BONDED A I RING CURR NETS ° e . . . . . . � ... . . . . . . . . 1. . . . . . . . . . . . CONSTRUCTION PHASE o �° a a �/ � ..'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.......... / ..................................... ......... ......'.'................................................................. ................ .......... :' '''''''''''''''''' ....'.'.'.".'.'.'.'.'.'.'.'.'.'.'..'..'.'.'.'.'.'.'.','.'.'.'.'.'.'.'.'.'.'..,.., . .............. .. Fp . 0 \ � /'.'. . . . . . . :':': : �. 6' NIGH BOARD ON BOARD FENCE /'.'.'.'.'. .'. . �.. .. . . . . . . . . . . . . . . . . . . . . . . . . (SEE SCREEN FENCE DETAIL. SHEET C08) �.'............ \.............'.I..."....................I.................. ............... ...................... /................ .........•SURFACE...... .............................. ................ /................o �;o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Now or Formerly \:. ,< ................. The �t / Adams Development Group, Inc. ° • • • • • • • • ..ASPHALT • • • • • • (See Plat at Instrument No. 040017467 s° ?' ........ Instrument No. 0JO015420 °�.°�, �♦ � ....... \ .............................•SURFACE ......... .................. ) �e / �� ♦ \ / Residue of Tax Mop No. 44—A-75 :.'.'.'.'.'.'.'.'.'.'.'. Zoning = 63 (Industrial Transition District) �� �° e �p ` �a►, ter,. / p Use Vacant ... .. .. .. . .. .. ... .. ......... .. . . .. �D f \ \ ! rasa/a . . . . . . . . . . . . . . . .'.. ......'.. I ...............'..'.'... . LEGEND - �gp- --- EXISTING CONTOUR 790 PROPOSED CONTOUR PROPERTY L/NE EX/STING STRUCTURE PROPOSED STRUCTURE - - - - - - - - - RIGHT OF WAY OR EASEMENT LINE - -- - CENTER LINE - - - - - - - - BUILDING SETBACK STORM SEWER AND S/ _TIE —X X--- EXISTING CHAIN LINK FENCE 6' CHAIN LINK FENCE 6' BOARD ON BOARD FENCE 1 'E UNDERGROUND ELEC. CONDUIT AND SIZE UE%T UNDERGROUND ELECT/1'IC/PHONE 8'SS SANITARY SEWER AND SIZE 8 "W WA 7TR LINE AND SIZE 1 G GAS LINE AND SIZE + 916.3 EX/S771VG SPOT ELEVA 77ON x 816.3 PROPOSED SPOT ELEVA77ON -- �-- SCALE ARROWS • SURVEY MONUMENT O PROPERTY CORNER 0 U77LITY POLE O FIRE HYDRANT t+ It TRAFFIC FLOW DIRECTIONAL ARROWS D E R OU729001? LIGHTING.- SEE ELECTRICAL LIGHTING PLANS ASPHAL T PA VING CONCRETE" PAVING OUTSIDE STORAGE ''''' ti..................'''''''''' '''''''' ...........'.'.'.'.........'.'.' / �!�'? "4� . . . . . . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . ASPI-4A•LT / SURF,4CE ....................... ....../ .'.'.'.'.'.'. �� qd No PROPOSED 35' HIGH .... / 4 �Sse,o /o °ems p orF 150 SF FREE-STANDING DC-2 17 59" s , sa�� `gyUonr• ac °p POLE SIGN (12' SETBACK) .r9 ,Czz:7236im�75N�7/ 0/ s.90, S�D, i/oco�Op 0�4 '1�814 4- D�,46 0;" _ 22 S 3S' S C� 106,4406 201. s26. -2s ' 00' CD, 85, pC` lgs 84,9'l5.. pf, 16�54 W Pp 18 s109s 92 Cl t � r \ ,21 9123 � �1 PT ,2') x 28 3 (2) - 30" DRAINAGE CULVERTS C2 / BY ADAMS DEVELOPMENT I. 611.00 C ---- EVERGREEN TREE - GROUND LINE TO BE THE SAME DECIDUOUS 'FREE -PRUNE BACK 1 {" ON -SITE AS EXISTED AT THE NURSERY SPRAY WITH ANTIDESICCANT A NC TO MANUFACTURER'S INSTRUCTIONS -IF FOLIAGE IS PRESENT. DOUBLE STRAND Of 10 GAUGE GALVANIZED PARE TWSTEO GARDEN HOSE 3 GUYS OF 10 CAUCE TWISTED 2 1/2' DIA.-10' LONG CEDAR STAKE VATH WIRE 120' APART -AROUND / NOTCHED END (r EXPo5ED)-2 PER TREE TREE G FOLD BACK BURLAP FROM TOP OF BALL TURNBUCKLE 2' MULCH 4' SOIL SAUCER BACKFILL WITH TOPSM AND PEAT MOSS 3:1 RATIO BY VOLUME IN 9' LAYERS WATER EACH LAYER UNTIL SETTLED 24' X r X z' STAKE DRIVEN NOTE WRAP FLUSH WITH 1N5HE'D CRADE DOYER ECIDUOUS TREES 1' CAL W1T BURLAP OR ASPHALTIC IDi1NKlE KRAFT TREE 11 \ WRAP LLOOSENI+-- 8' FOR PLANTS LIP TO 4' SUBSOIL HEIGHT MIN. 8' FOR PLANTS EQVALS TYACE L.-J OVER 4' HEIGHT WN. BALL DIAMETER BALL DIAMETER -- --.. PLANTING SCHEDULE SYMBOL QUANTITY BOTANCAL NAME COMMON NAMEHEIGHT CALIP. NOTES SPACING 84 TAXUS BACCATA ENGLISH YEW 3' H B & B 3' C-C 63 PICEA SPRUCE 4' H B & B 6'-8" C-C 163* ACER RUBRUM RED MAPLE 2" CAL. 8 & B ** 63 PILAUS STROBUS WHITE PINE 4' H B & B 6'-8" C-C * 63 ON 15' WIDE BERM, 100 ELSEWHERE ** 6'-8" C-C ON 15' WIDE BERM, 15' C-C ELSEWHERE ZONING BUDDER LEGEND NORTH BUFFER "C" CATEGORY - 100' FULL SCREEN WITH BERM ' ACTIVE INACTIVE ` - - '(l~ 6' HIGH BERM TREE CALCULATIONS =�YrF2Gf2EEN =E>rci2�e.?.EN =DcCfDU :tlS 1/3 DECIDUOUS TREES 2/3 EVERGREEN TREES PARKING LOT/PERIMETER TREE REQUIREMENTS: INTERIOR SHADE TREES: 1/10 SPACES * 42 SPACES = 5 TREES MIN. TOTAL PARKING AREA: 22,000 S.F. LANDSCAPED PARKING AREA: 2,000 S.F. MIN. LANDSCAPED AREA = 5% PROVIDED LANDSCAPED AREA: 2,000/22,000 = 9% TOTAL IMPERVIOUS AREA: 320,000 SF TREES REQUIRED : (1/2,000 SF FOR FIRST 100,000 SF) + (1/5,000 SF OVER 100,000 SF) = 95 TREES TOTAL REQUIRED TREEEES: 100 DECIDUOUS TREES TOTAL PROVIDED TREES: 100 DECIDUOUS TREES ZONING DISTRICT BUFFER REQUIREMENTS: LENGTH OF CURRENTLY PLANTABLE BUFFER = 630' (15' OF FUTURE AREA TO BE CONSTRUCTED AND PLANTED) TREES REQUIRED: 3 TREES/ 10 L.F. * 630' = 189 TREES (126 EVERGREEN, 63 DECIDUOUS) FUTURE TREES REQUIRED: 3 TREES 10 L.F. * 15' = 5 TREES (3 EVERGREEN, 2 DECIDUOUS) TOTAL BUFFER PROVIDED TREES: 189 TREES TOTAL REQUIRED TREES: 289 TREES TOTAL PROVIDED TREES: 289 TREES TOTAL REQUIRED FUTURE TREES: 5 TREES (TO BE BONDED DURING CURRENT CONSTRUCTION) TOTAL PROVIDED FUTURE TREES: 5 TREES Q O Q 84 LUMBER 1019 ROUTE 519 IGHTY FOUR, PA 1533 (724) 228--3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY LANDSCAPING PLAN YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION U FRAM{ J. AVE 0 No. 15859 O� [) �. 15 200! 1� NO DATE DESCRIPTION NOI DATE DESCRIPTION SCALE: 1 "=50' 1 2 3 4 5 6 7 9/02/05 9/13/05 9/23/05 9/26/05 9/27/05 1/ 12/01 /0 DER FCSA COMMENTS ER FCDPD COMMENTS DER VDOT COMMENTS ER FCID COMMENTS DER FCDPW COMMENTS PER FCSA COMMENTS PER COMMENTS ,JOB NO, STORE NO. 1712 SHEET NO. CO3 DESIGN BY: JZ DRAWN BY: CW DATE: 08 12 05 wr , To a 6 0 �/a'D N yrBQ 6961 .p syt�17 �+ °°� rai J CURVE DATA: /20A CONTR TJ COORDINATE�d WORK — 6.4 D M EET6.ti CONSTF� 6.W'REQUIREME �s �s�N011 UN ,S OF THE E€SA9'MAINTENANCE k r` \'q�. �`�` 4 ' ��°d % SON/iyC.f$�R DIVISION RELOCATE & ENCASE ) �" WAT N �W8O ER �x ,'. ''''''''ERA D S5 LINES IN THIS AREA. / __�,3 �..:.'.'.'..'..'.'.'. �'............... . . . . . . . . . �`f Fi ^. ............ `-- 0 r� Now or Formerly T '},/.'..'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'............'... 2 l The Adams Development Group, Inc. Q /..................................... . Instrument No. 030015420 P G�':.......... ....... .'.' ' O (See Plot at Instrument No. 040017467) �� '� /. ' .. ' .........:........................................... / Residue of Tax Ma No. 44-A-75 .. �(J Zoning = 83 (Industrial Transition District) �Q` p� /.'S+*10.97. P.T.'.'.'.'.'.'.'... �.............. ............................ pUM CS,X A�j F S F S 2 /%)c . .. / Use bacon t / �}°r' .� . AD E A '.'........ UT t E Z. _ ORq ,a NO {v:....;................... .......�.�0...O.:S. .:'.': : ' ' ':':'.':':'.':':':'.':':' :':':'.'..... SRRopE�S 0 ::::::::::::::::: .... ('� v / N ... .............. %�. �.............0., .\.' .7\ . y� ... EV /p /w.....,,..........'.'.'....'... d ...... ' �' '.'.'.'.'.. V . ;.:.:.:.'.:.'.'.'.'.'.:.. O'.....''�..`...............' .�. I ... j`�4D . ; ..., ./:.......'... $ h l �..r'... : 0 .'.'.'.'.'.'.'.'.'.'....'.' �' ....'.'....... ' Q° ,• / / ore � 4 N SCALE: 1 " = 50' 50 25 0 50 100 r r I No D har/os for J �RFord,4,�dX TohokS0,1,Zonioo o "9�16 �4o9 �e l/se_q>f?> U7x A9riCu/ftr Q� fiOJ ti M 1 k No D�'ed ebO h FO/;�74. er/ TaX �B°ok 6) y1!///i s °n/erg op No oo9e Use � Rq 1A')6 TO 'S'esrae��A� fioJ ," \ p�Q S°��o / �. /`./. i� .�. 0 / . . . . . .�b0. r Osst FOUnd `�� . S ✓ . . . . . . . . i o �4 � �Q . . . . . . .....- . C1 V -0n ��. \. � D5 . f. - / �O S and 0.7' E 11. �CJ mho k °ld 6e� \ �`. �........../ .. 9 /.ya.. `. ASPHALT'_ S ' �t� �� .................'.... _ .'...'.� �.''::......�. f :o:: ` �.'. 600 .. `how ;.< e.•�.SURFACE;..... �'`♦ . . . . . .. . . . . . .. . \ �. ./ 0• �. O. 7. e S.' .. �. .. 2�O��F . . . . .' / m.... �.�' . ... y .......................... .. 9 �.. / s o �... moo: 9 4+92:12 ENq. OF .S.PUR...................... S00 6j / • • � .WITH -BUMPING POST .........................' ........................... V � 0 �s . FLe �. .\. . . . . . .. . . . . .. T l>�} \ ASPHALT• �. / /................. SUftFACE'..... �� .'.'............ �(�' C� e %,.. . / ..,9. �� �0 9 6 ......'.'.'.'....'... 0.. .:. ENE A o .; 00 : : : : : : : : : :... . . . . . . . . .. . .. : ...... s�Q V . ' . . . . : ,z>W '� �oo�RFa:::.::.. ASPHALT :.: :::�/ . /...:. / S .. / .. ..... . S�9G� F Q/ ', . , / / / \ . jO9Q'� �c ' . ' . /. ' � ��STO ' F 60o S (,NF gip. ........................ . ........... , / . � 6' 2 ,. gib° � rS/O ...................... 0 . . ... . . . . . . . .'. . . . . SIDE TRACK PRQFILE HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 6' HIGH BOARD ON BOARD FENCE (SEE SCREEN FENCE DETAIL SHEET C08) Now or Formerly The Adams Development Group, Inc. Instrument No. 030015420 (See Plat at Instrument No. 040017467) Residue of Tax Mop No. 44-A-75 Zoning = 83 (Industrial Transition District) Use = Vacant LEGEND 796;---- EXISTING CONTOUR 790 PROPOSED CONTOUR PROPERTY LINE EXISTING STRUCTURE PROPOSED STRUCTURE - - - - - - - - - RIGHT OF WAY OR EASEMENT LINE - -- - CENTER LINE - - - - - - - - BUILDING SETBACK STORM SEWER AND SIZE —X X— EXISTING CHAIN LINK FENCE -->;-- 6' CHAIN LINK FENCE a o 6' BOARD ON BOARD FENCE 1 "E UNDERGROUND ELEC. CONDUIT AND SIZE UE/T - UNDERGROUND ELECTRIC/PHONE 8'SS SANITARY SEWER AND SIZE 8 "W WA TER LINE AND SIZE 1'G GAS LINE AND SIZE 816.1 EXISTING SPOT ELEVA TION x 816. J PROPOSED SPOT EL EVA TION ---+► SWALE ARROWS 0 SURVEY MONUMENT 0 PROPERTY CORNER 0 UT7L/TY POLE O FIRE HYDRANT TRAFFIC FLOW DIRECTIONAL ARROWS D E R OUTDOOR LIGHTTNG.• SEE ELECTRICAL LIGH77NG PLANS ::: :....::. .. ASPHALT PAVING CONCRETE PA KNG OUTSIDE STORAGE 0 O Q 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW .FACILITY INDUSTRIAL SIDETRACK PLAN YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION V ' P,LTII , �`\� 1 �� r� f" v FRAM{ J. AVBEL .o No. 15859 0 NOI DATE DESCRIPTION N01 DATE DESCRIPTION SCALE: 1 "=50' 1 2 3 4 5 6 7 9/02/05 9/13/05 9/23/05 9/26/05 9/27/05 10/19/05 12/01/05 DER FCSA COMMENTS�h DER FCDPD COMMENTS DER VDOT COMMENTS DER FCID COMMENTS DER FCDPW COMMENTS PER FCSA COMMENTS PER COMMENTS JOB NO. STORE NO. 17 SHEET NO. C04 DESIGN BY: JZ DRAWN BY: DATE: 08 12 05 STANDARD im 24• select backf ill 6, All backfill to be compacted to 95% of ASTM D698 maximum density. 6' 8' concrete CONCRETE ARCH 24' select backfill u CONCRETE ENCASEMENT TRENCH & BEDDING -1- concrete pad 1'-6' dia. x 6' deep 4' stone----f screw type adjustable valve box location marker stone joint restraints r: ........ .............. stone 18' to 24' --►� finished grade 48' min. valve restrained 'to main 8 x 8'x 16' solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE _g- rac;xnu �----- - -- L -----i Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6' 8' to' 12' 6' 8' f0" 12' 6' -- 40 60 60 20 40 40 8' -- -- 40 60 -- -- 20 40 to' -- -- -- 40 -- -- -- 20 REDUCER 24' select backfiil JJ L rl 6' 112 O.D. s' �L I L� In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8' 10' 12' 6' 8' 10' 12' 60 60 80 1 100 40 40 60 60 SEP 05 SEP 05 finished grade VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- r dia. schedule 40 steel pipe filled with concrete and painted yellow finished grade 18' dia. concrete - encasement SEP 05 In addition to restraining each joint of the tee, (1) any joint w, that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A Wye shall be restrained per a tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb If Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 11 TEE, CROSS, WYE '[----�L - ---►-I \11 In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6' 8' to' 12' 6" 8' to' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 1 20 1 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS -3- SDR 35 spigot by gasketed bell 451 bend �+-- 3' -- SDR358'x4' gasketed bell wye BOLLARD DETAIL pad 1'-6' dia. x 6' deep 4'stone screw type adjustable valve box /---locator marker FIRE HYDRANT ASSEMBLY -10- mechanical joint swivel tee with 6' branch SEP 05 SOF 35 spigot by SDR21 gasketed Nil :dapler finished grade 20F3 2' 'minimum — SDR 21 gaskeled pipe and fittings SCH 40 solvent - weld cap property line location marker 36' min. cover stone 45" —� .......................... 4' pipe at 2.00% minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- treated 2'x 41 with top 6° painted green SEP 05 18, SEP 05 finished DOWN BEND DEPTH 4 FT. MIN. Ld DOWN BEND RESTRAINED LENGTH Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and th other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). UP BEND DEPTH UP BEND RESTRAINED LENGTH RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT MIN, 5-12 FT. 4 FT. MIN. 5-12 FT SIZE/IYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/lYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/01P 45, 22.5 do 11.25 20 20 to' PVC 22.5 do 11.25 20 20 8' PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12' PVC/01P 45 40 20 8' DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12' DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- EX. WATER/SEWER LINE TOP OF BALLAST 91 TOP OF SUB -BALLAST 45' ELBOW TOP OF SUB -GRADE TOP OF ENCASEMENT--," SUB— BALLAST r-- 45' ELBOW 30F3 t- C-4_1 MM SEP 05 0 SUB -GRADE Existing Pavement 5` min. Edge of VDOT Edge of VDOT Right of way flight of way 48' min. tunnel liner SIZES REQUIRED CARRIER PIPE CASING PIPE Wall Dia. (7 Dia. (I / Thickness (7 4 or less 12 .250 6 16 .250 8 18 .375 10 20 .375 12 24 .250 14 24 .375 15 24 375 16 30 .500 18 30 .500 20 36 .500 21 36 .500 24 36 .500 ( for larger pipe use tunnel liner) SECTION NOTES: 1. Separation of carrier pipe from casing pipe shall be by manufactured steel and/or plastic casing spacers. 2. Spacers shall be placed on spigot end within 6 inches of connection to boil: then 2 spacers evenly placed on length of pipe. 3. WATER SERVICE LATERALS a) Casing pipe shall be SCH 40 PVC or SDR 21 1) 3' diameter pipe for P service lines 2) 6' diameter pipe for 2'service lines b) No spacers or sand fill to be installed HIGHWAY CROSSING -5- CLEARANCE ENVELOPE FOR INDUSTRIAL SIDINGS BALLAST WATER ZSEWER LINE CROSSING SECTION (SEE HIGHWAY CROSSING FOR ENCSEMENT DETAILS N.T.S. EX, WATER/SEWER LINE 45' ELBOW 45• ELBOW SEP 05 Q1 84 L UMBER 1019 ROUTE 519 IG101 FOUR, E 1 9 (724) 228-3635 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY WATER AND SEWER DETAILS YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION � FRANK J. AVBEL b No. 15359 0 DEC 15 20 l rj� ` NO DATE DESCRIPTION NO DATE DESCRIPTION SCALE: 2 10/19/0 12/01/0 PER FCSA COMMENTS PER COMMENTS JOB NO. STORE NO. 1712' SHEET NO. C05 DESIGN BY: JZ DRAWN BY: C. DATE: 09 02 05 STONE CONSTRUCTIONENTRANCE, moomac am SIDE ELEVATION pAwkvff PLAN VIEW ► �� .�(11ltiij�i�+�i^f�i•�L�,1 ��1+•��l�E�difrDll.�r���bt`;ll��.dtl.�l,�1.1�!,G�y>''' `ff y� �Y�i`w•�� t s�t1 I LT ~II a..• •.1 • •1.1..1 •♦ NED SECTIONSECTION A -A YXRX kwo MV PkIe 3.02-1 ^rT T CT e1nT.` I 24 Source: Va DSWC. T.j.VP01 LAIR Y FILL DIVERSION Plate 3,10-1 ..WIPE OUTLET CONDITIONS A A 1111E OUTLET TO FLAT REA WITH NO DEFINED HANNEL ��, I I 9mm"M -I- /N A -A ELTER CLOTH )MY IN 0"-10%- 11FCOMMENDED FOR ENM9 PMUMWER PIPE OUTLET TO WELL ���•r�►�°iIf I��DEFINED CHANNEL PLAN VIEW SECTION kuTm Cimu M IN,.,.ix ,, FOR MITTRE PMDWIM NOTM, 1. APRON UNING MAY BE RfPRAP. GROUTED RIPRAP. GABION OR 2. La 13 THE LENGTH OF I RIPRAP APRON AS CALCULATED USING I '.IT .... T DUJWER. I ,. Va. DSWC Plate 3.18-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) I. SET POSTS AYD CXCAVAiE A 4•X4' 2. STAPLE WE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOG 3. ATTACH THE FILTER FABRIC TO THE WARE FENCE AND 0MO IT INTO THE TRENCH. FLOA 4. BACKFUL AND COMPACT TLIE EXCAVATED SOa. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FAS C 1 '•'" y?. WIRE SOURCE: "Itted from jAskWn of Stra Rnd Fabric Filter Borders for $gdkIyj Cantroi, PIATS. 3,05-1 TABLE 3.31--B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Plontin2 Dates Species (lbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-•florum) & 50 - 100 Cereal (Winter) Rye (Secai cereale Feb. 16 -- Apr. 30 Anual Ryegross 60 - 100 (Loliium multi-florum)_ May 1 - Aug. 31 German Millet 50 (Setoria 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. ROCK CHECK DAM SILT FENCE CULVERT INLET PROTECTION DISTANCE Is 6' MINIMUM if now 1S TOWARD EuDM'XMFNT FLOW OPTIONAL STONE COMBINA TION 1.0' I.S. FLOW y •VDOT /3• /357, /S, iS6 OR /57 COARSE AGGREGATE TO REPLACE SILT CE IN 'HORSESHOE ' WHEN HXOH vELOCOY OF FLAW Is iXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. OSWC I RIPRAP PLATE. 3.08-1 TABLE 3,32-0 SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lown 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 Gross 2 lbs, - Seasonal Nurse Crop** 20 lbs. 150 lbs Low-Mointenonce 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 germinote faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dotes as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtoil Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flotpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated, Weeping Lovegross may also be included in any slope or low-mointance mixtures during wormer seeding periods; add 10-20 lbs/acre in mixes. SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT .POINTS A AND B ARE OF EQUAL ELEVATION PLATE. fiUNOFF WATERI IP TH SEDIMENT DESC RIPTION: THE PURPOSE OF THIS PROJECT IS THE CONSTRUCION OF AN 84 LUMBER YARD IN THE ADAM'S DEVELOPMENT GROUP BUSINESS CENTER. THE SITE IS LOCATED ON THE NORTH SIDE OF YARDMASTER COURT AND WEST OF THE WINCHESTER & WESTERN RAILROAD. THE SITE CONSISTS OF THE CONSTRUCTION OF A 34,450 S.F. MAIN BUILDING, A 20,000 S.F. STORAGE BUILDING, (3) 9,600 S.F. STORAGE SHEDS, ASPHALT PARKING AND A RAILROAD SPUR. A TOTAL OF APPROXIMATELY 10.0 ACRES WILL BE DISTUUBED DURING CONSTRUCTION. DATE OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE APPROXIMATELY THREE (3) MONTHS TO COMPLETE. EXISTING SITE CONDITIONS: THE MAJORITY OF THE PROPOSED SITE IS AN OPEN GRASSED FIELD WITH A SMALL AREA OF DENSE HARDWOODS. AN EXISTING WINCHESTER & WESTERN RAILROAD RUNS NORTH TO SOUTM THROUGH THE WESTERN SIDE OF THE PROPERTY. THE SITE DRAINS TO THE SOUTH AND EAST AT AN AVERAGE OF 3%. SOILS: THE EXISTING SOIL CONDITIONS WERE OBTAINED FROM THE USDA SOILS SURVEY. THE PREDOMINANT SOILS ON THE SITE ARE FREDERICK- POPLIMENTO LOAM5 (16C 4 145) AND MASSANETTA LOAM (29) AND HAVE SLIGHT TO SEVERE EROSION HAZARDS. ADJAC ENT AREAS: THE SITE IS BOUNDED ON THE NORTH BY RA ZONED RESIDENTIAL USE PROPERTY, ON THE EAST BY B-3 AND RA ZONED PROPERTY, AND ON THE SOUTH BY B-3 ZONED PROPERTY AND ON THE WEST BY THE WINCHESTER & WESTERN RAILROAD. OFFSITE AREAS: THERE ARE APPROXIMATELY 0.2 ACRES OF OFFSITE DISTRUBENCES WITHIN THE RAILROAD RIGHT OF WAY ASSOCIATED WITHH THIS DEVELOPMENT. EROSION AND SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES: INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) AT PROPOSED ENTRANCE TO THE SITE TO MINIMIZE MUD CARRIED ONTO YARDMASTER COURT. TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED AS SHOW ON THE PLANS TO DIVERT SEDIMENT TO PROPOSED STORM INLETS. CULVERT INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER CULVERTS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN, AND BEING TRANSFERRED BY THE CULVERT. OUTLET PROTECTION (3.18) SHALL BE PLACED ON THE OUTLETS OF ALL STORM SEWER PIPES AND CULVERTS TO REDUCE EROSION, UNDERCUTTING AND VELOCITIES. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS, VEGETATIVE MEASURES: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SMALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER CONSTRUCTION. EROSION CONTROL MATS SHALL BE INSTALLED OVER STEEP (2:1) CUT AND FILLS SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND SEEDED WITH STEEP SLOPE VEGETATION (I.E., CROWN VETCH) TO PROTECT FROM RILL AND GULLY EROSION. CRAVEL AATD WI1,E .MIMES DROP INLET SEDI1f.V'ATT FIL TE.R GL'wEL (IIOMN. DEFRI) Lj .._ILI .;•, fig n r A :9 Sc01UENT FILTERED 1'4ATER SPECMC APPLICAumiq THIS METHOD OF IATLET PROTECTION IS APPLICABLE WHERE HEAA't1Y CONCENI ATED F.I.OWS ARE EXPECTED, BUT NOT WHERE PONDING APOUNll THE STRUCTURE ?RGHT CAUSE EXCESSIVE.: iNCONVLNIENCE OR DAMAGE PO ADJACENT STRUCT.Rr,S AND U- PRO ECTED AREAS, * GRAVEL SHALL BE VDC?�`"�f3, #357 OR #5 COARSE; AGGI;LGA'rE. MANG1= MEN I' STRATEGIES: RATEGIES: CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT IS CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER, & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING, DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. I'vIAINTENANC E PROGRAM: ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24--HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. INLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD ---UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. EROSION AND SEDIMENT CONTROL PROGRAM: 1. HOLD PRE -CONSTRUCTION MEETING ON SITE WITH INSPECTOR 2. INSTALL CONSTRUCTION ENTRANCE. 3. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (FILL DIVERSIONS). 4. PLACEMENT OF SEDIMENT CONTROL DEVICES. 5. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 6. CLEAR AND GRUB REMAINDER OF SITE. 7. ROUGH GRADE SITE & BEGIN BUILDING CONSTRUCTION. 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. REMOVE EROSION AND SEDIMENT WNTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR NOTE: THE FREDERICK COUNTY PUBLIC WORKS AND ENGINEERING DEPARTMENT RETAIN 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. SEEDING SCHEDULE (SOIL STABILIZATION): 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. SEEDING WILL OCCUR AROUND MARCH - ANNUAL RYE WILL BE PLATED AT 20 LBS PER ACRE ON SLOPES 3:1 AND LESS, AND CROWN VETCH WILL BE PLANTED AT 20 LBS PER ACRE ON SLOPES GREATER THAN 3:1. 2. SPREAD TOPSOIL AT A MINIMUM DEPTH OF FOUR (4) INCHES. 3. INCORPORATE PULVERIZED AGRICULTURAL LIMESTONE INTO THE TOPSOIL AT A RATE OF 92 LBS. PER 1,000 SQUARE FEET (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 FERTILIZER AT A RATE OF 23 LBS PER 1,000 SQUARE FEET (1,000 LBS PER ACRE). 5. SEED ALL AREAS WITH A SEED MIX CONSISTING Of 67 % KENTUCKY 31 TALL FESCUE AND 33% RED TOP CLOVER 6. MULCH ALL SEEDED AREAS WITH STRAW MULCH APPLIED AT A RATE OF 3,500 LBS PER ACRE ANCHORED WITH CUTBACK OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TO LITTLE ON NOCONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET AND REPEATED AS NEEDED TO CONTROL DUST. Q0O 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY CONTROL DETAILS YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROJECT INFORMATION '; t,77 y ,. Y © FRANK J. AVBEL� No., 535$1 O ;4;� 15 2005Cv NO DATE DESCRIPTION NO DATE DESCRIPTION SCALE: 1 9/27/05 ER FCDPw COMMENTSJOB N0EROSION . . � STORE NO. 17J2 SHEET NO. C06 DESIGN BY: JZ PRAWN BY: CW DATE: 08 12 05 2 637 636 635 m 630O PIPE$lcll HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' CAT H TA IN AT CATCH BASIN �LE TOPC I T 2� 5 y fop�H BASIN 6 633.0 TOP: 6 3:25 ' 0 INV.; 630,0 INV.: 639.0 T INV.: 27 75 9 IN:: 6 .0 634 . . . .. ............................... ............... .. ......... ............... ..................... ...... I ....... 1 ..................—. ........ ....................................................... .. .......................... 633 . . . .... ............................... ......... ............ I—— ........... ................... ................. ............ . ...... ....... ........... 632 ........................................................................... ..................... .............. ... ......... ................. ...... ............. ..................... 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SCALE: 1 "=5' CATCH MIN T 18 ........... ................. ............ 634 ............ ...................... ............ .633 ....................................632 ...........................I....................631 .......... .......... ....630 ............ ....................... ............. 629 ........... ................ ............ 628 .......... ....... ......... ......... 627 ................ ............ 626 .................................................625 ......... ........... ....... ............ 624 ........... . .................... ......... 623 .............. ............. 622 ........... . ...................... ........... 621 ........ . ....... I ............. .........620 ..................................?.............619 618 ................................... 6+00 7OATei BASIN q0AT PC H 2D �(A H BASIN ?OATP�H IN 9JIN TCOA�?H 8 6 6�80.5 6 219.. 6j?_7g 6 2 INV': 6 .0 INV.: 627.0 INV.- 625. INV.: 622.75 INV.: 611-91 634 •............ ........................... v_ ........ ....................... 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SCALE: 1 "=5' .91 5 y PIPE B HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' Rip TA: H832LE 1EN: NV�WAL15 .O INV.: 1.5 Y 630 ... .. ......................... ................... -630 629 ....... ...... i ................ ......:..............629 628 ........................ ...... .......... . 628 627 .... ........ ............. ........... ...... ....... . ... 627 626 .. . .. .. .. . . ......... ...... .......... 626 625 . ..... ...... .. .......... 625 624 .... ........ .... ...... ...... .......... . ............. 624 623 ............. ..................................:..............623 622 ........... . ............. .......... ....... ............ 622 621 ............. ............... ............ ....................621 620 ..................... ___1 ......... ..... _620 619 .......... .... . .......... .. .. ... ....... ..... .. ... . 619 618............ .......... .. ... 618 617 ............. ... ..................... ...... .......... 617 616............ ............... ......... .. ....... : .............. 616 615 ............. Z, ............ ............ ....... ............. 615 614 ............. .......... I— ...... I ............... z ............. 614 613. .............................. -: ..... 613 0+00 6+50......... PIPEly E$1 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' O 0 84 LUMBER 1019 ROUTE 519 GHTY FOUR, PA 1533 (724) 228-3636 1%m I MERCHANDISING REVISIONS BUILDING REVISIONS NEW FA "T TY JL 4A uljui STORMWATER PROFILES YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA I PROJECT INFORMATION j v X u FRANK J. AVJr3EL It Na. 15-59 ODEC 1,5 2 NO I DATE DESCRIPTION NO I DATE DESCRIPTION SCALE: AS NOTED I I 1 I 12/01/05 I PER COMMENTS I JOB NO. STORE NO. 171 IDATE: SHEET NO. C07 DESIGN BY: iz DRAWN BY: TF 9/27/2005 cz THE FOLLOWING NOTES APPLY TO CG-6 CURB: 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 2. ALL CURB AND GUTTER DESIGNS SHALL TRANSITION TO MATCH ENTRANCE GUTTERS OR ANOTHER CURB AND GUTTER TYPE OR STANDARD CURB OPENINGS WITHIN 10 FEET OF THE CHANGE IN GU TTER TYPE. 3. CURB RAMPS ALL STREETS THAT INCORPORATE ACCESSIBLE ROUTES FOR PEDESTRIAN USE SHALL INCLUDE CURB RAMPS AT INTERSECTIONS FOR USE BY PERSONS WITH DISABILITIES, WITHOUT REGARD TO THE CURB DESIGN USED. CURB RAMPS SHOULD BE CONSTRUCTED IN ACCORDANCE WITH STANDARD CG-12. FURTHER GUIDANCE ON THE DESIGN OF CURB RAMPS MAY BE FOUND IN LOCATION AND DESIGN IIM-LD-55.7. 4. TREATMENT BEHIND CURBS: WHERE CURB AND GUTTER IS USED, A 1 /4 INCH PER FOOT (2%) GRADED AREA, AT LEAST 3 FEET IN WIDTH, SHOULD BE PROVIDED BEHIND THE BACK OF CURB. WHERE SIDEWALK IS USED IN CONJUNCTION WITH CURB AND GUTTER, SEE SIDEWALK DETAIL ' WIDE )RB AN GUTTER :.� (SIDEWALK) d , z (COMPACTED SUBGRADE) ° 4 SIDEWALK DETAIL N.T.S NOTES, 1. TIiIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE T-O BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL EiE PAD FOR AS RADIA'- COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE 130TT014 OF THE CURB AND GUTTER W[4 L BE CONSTRUCTED PARALLEL TO THE SLOPE OE SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR 7." R LESS I4 DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANOARp CG-7 IS REQUIRED. 6„ 6 P P D D D A P P P A P , ,Q .A •Q .Q ,A 7,. • O • P P P • P P� . P P P P A `--------- y--~- THE 130TE0M. OF THE CURB AND GUTTER MAY BE CONSTRUCTEO PARALLEL TO THE SLOPE OF SU63ASE COURSES PROVIDED A M INRAU:4 DEPTH OF 7" IS MAINTAil THIS AREA MAY BE CONCIi AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2o1.03 CG-12 GENERAL. NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRU14CATEO DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) Willi SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF TMIE RAW FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED COMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING S)ES CF CURB RAMP MAY BE POURED MONOUTHICA?LY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED DABS, 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOIN[NG FLARED SIDS CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. I : S F �� � 3 ► 14 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER A.ONG DOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MIWMUM CONCRETE COVER A/z-.- 6. CURB / CURD M40 GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RRIPS ----J ARE INCLUDED 14 PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAM?S ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE 70 BE PROVIDED AT 64TERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WIT)RN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROS5ES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLAYS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT�- BE LOCATED BEHIND VEHICLE STOP -LINES, EXISTING LIGHT POLES, FILE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12.1A1AK Y ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5 K - AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVE)ED THAT f Z' IAN �._------�-`-- AT )K 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE L1.MIT3 OF THE CROSSWALK AND . - _ ---�- EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION Or THE CURB OPENING IS PERPENDICULAR TO THE CURB. T AT XW , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THiCNCK. WHEN THE ENTRANCE RAD4CMNOT TYPE C ACCOIRAFFIC, REFERATE TIE TO STANDARD CC-11t3 COM MERCIAL EN RTS OF AANCE FOIIEAVYTRUCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RA1,4PS ARE USED IN CONJUNCTION WITH. A SHARED USE PATH, THE II.I•LAiL9,! WIDTH SHALL BE 714E WIDTH OF THE SHARED USE PATH 1,6" - 2' 4" TRUNCATED DOME C-Cc7"O-L7 0 O 0 o G o 0 O O O o 0 0 0 0 0 -- P 0 0 0 0 0 0 0 0 0 0 0 a p a a a ao00Do0000000_ - N O O O O O o 0 0 0 0 0 0 0 0 0 0;0p d2 000000000000000Z �_ 50Z - 657 OF BASE DIAMETER o 0 0 0 0 0 0 a o 0 0 0 0 0 0- �D1�IR 0 0 0 O O O O 0 O O 0 0 0 O O 1.4" �,� SASE DIA)AETER J PAY UlJf S I TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG--12 DETECTABLE WARNING SURFACE REFER%HOE 1 REV.7/05 GENERAL NOTES Z 203.0 i VIRGINIA OEPAR7MI.ENT OF IR/NSPURTATION 6' H WOOD FENCE 3" I 4„ V R SHOULDER STABILIZATION AS SHOWN ON PLANS. ASPI-1ALT CURB FOR SLOPE EROSION CONTROL ONLY 1,1Af"C I L SEE DETAIL n A-1 H - DUMPSTER. PAD 4 DOUBLE SWING WOOD GATE/ } °I - - D '.1 ��g .N �IHII „ a �_• s. •d.-.b�. FRONT ELEVATION A--J 4 BARS 0 6" C-C NOTES: EACH WAY, EACH FACE,1. CONCRETE CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH, 2. IF PIPE IS TO BE SKEWED THE OPENING VALL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 45-.. SECTION A -A 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-Il (REINFORCING BARS). 4. PIPE OPENINGS IN PRECAST DRAINAGE .UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECAST UNIT. Q• 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCE. 1 6. IN NO CASE SHALL TOP OF ENOWALL PROJECT ABOVE FILL SLOPE, OR SHOULDER. i % `- 7. HEAOWAL(. TO BE BEVELED IN ALL AREAS EXCEPT WHERE A COWOCT WITH - INVERT OR WiNGWALL OCCUR. SHAPE TO BE 13EVELED Vi1TH 8. BEVEL EDGE 15 REQUIRED ON THE HEADWALL AT THE INLET END OF TI1E CULVERT". MORTAR M+ 0 HEADWALL AT OUTLET END MAY BE EITHER SOUARE EDGE OR BEVELED. 9. Y4" C1(AMI'M MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION, DETAIL A EW-1PG F . r• a r�irirr�i�i� • ■ ■ ■ w•raw-sacw�rww� • • 1 MS � 7 I I I '1 1 �`I • r • . � .: r� r • r� � ,� ENDWALL FOR CIRCULAR PIPE 1 DIAVIi OF PIPE CULVERT Of 12" 15" 18- 2V OR 24" 27" OR 30" 33" OR 36" 2'-0" 2'-3" 2'-6" 3'-2" " 4'-4" LI V-0" 5'-0" 6'-0'. 8'-01' _3.-10 101-0" 12'-0" o 0'4/4„ D'-1Y4" W-2" 0-2%z' 0'-31/4" 01-3}14" f3 W-1'• 0•-11/4" O•'11/z" 0'-2" 11 0,-3„ 6" DO NO, BEVEL INVERT T 4 4 BARS C 12" C-C EACH WAY, EACH FACE. FLOW SEE DETAIL U DETAIL B EW-fAPC ENDWALL FOR ELLIPTICAL PIPE �- SIZE OF ELLIPTICA(. PIPE CULVERT (SPAN x RISE) S x 0 23" x 14" 30" x 19" 34" x 22" 33" x 24" 42" x 27" 45" x 29" 49" x 32" 53" x 34" H V-10" 2'-4" 2'-7" 2'-9" 3•-1" 3'-3" �3'-61, L 5-5- • 7'-2" 8'-6" 9'-2' 10'-2" 10'-11" 12'-1" 121-111, 0 0'-2.1/2" 0'-3'/4" 0'-31/2" 0'-4" 0,-4%2" 0'-43'4" 0,-5„ 0'-5%2" b 0.-2" _ O'-2%z" 0'-2Y,4" D'-3" O'-3%2„ 0'-3Y4" 0,-4„ O,-4y2„ L PRECAST ENDWALL FOR PIPE CULVERTS SPECIFICATION REFERENCE 12"-36" CIRCULAR AND 2311x14-"-53"x34" ELLIPTICAL PIPES 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CG-i2 PERMISSIBLE A CONSTRUCTION +k5 DO 1 WELS, B" LONG JOINT 4 -O, 0 12" C-C 4". IrAN.F1F�`s'311 " -- t - - B . MAX B A TRUNCATED DOMES ASEE SHEET 1 CF 4 FOR DETAILS TYPICAL DESIGN BACK OF CURB 12.1 MAX. 48;1 MAX. 2031 ` _----- SECTION A -A 4'A�rN� �y��a� PER)ASS%F y CONSTRUCTION JOINT mnTrnnm+tnsssnq,m ., ., rtss+»i�n s _ - -SECTION Nx) 0-B 5 1o) 10 1 M`� NOTEr FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1 OF 4. A 4' SQUARE LANU:NG - AREA OUTSIDE OF TRAVELWAY SHALL X ,, BE PROVIDED V117HIN THE MARKED 3-1-f- CROSSWALK AREA � W `1 In O Q �0 It U V) V) CROSSWIALK CI, SS IAL 11 TYPICAL PLACEMENT OSSWAL� TYPICAL PLACEMENT , AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (bVi7} I BUFFER STRIP) THIS DESIGN TO BE USEO FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK, LAMMING (48" WIDE) REQUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 SFEnEl ia4 RgEFOIENCE CC-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 2D3.O5A _ x I xx STREET APPROACH SAME A -.I ROADWAY AS MAINLINE (RADIUS TO BE AS W SHOWN ON PLANS) us C C ---._..._....- (RADIUS TO BE AS / RADIAL OMBiNA7( N SHOWN ON PLANS CURB AND GUTTER (ST'D. CG-6) 1 , I SIDEWALK I- OPTIONAL 61• 6I I N I FLOW LINE EXPANSION JOINT NOTE= WIDTH "B" 2'-D" OR AS MAINLINE ROADWAY SHOWN ON.TYPICAL SECTION- A --►•I PLAN VIEW 4"a I CLASS 7MI (H.E.S.)CONCRs. •i. •a, EXPANSION JOINT SECTION C-C ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THE ENTRANCE RADOCANNOT ACCOMMODATE THE TURNING REOUtREMENTS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIG. THE DEPTH FOR SIDEWALK G CURB WI WITHIN RAMPS THE LIMITS OF THE RADIE SHOULD BE EDGE OF SHOULDER OR 8 xx MAX, D PS OPTIONAL FLOW LINE LOPE CHANGE ® -- -- -' D WHEN ST'D. CG-1115 USED FOR ENTRANCES BUILT MAINLINE ROADWAY . "` -' "- -- - - - - - IN CONJUNCTION WITH VDOT PROJECTS, PLEASE 8 X MAX. D NOTE THE FOLLOWING- SLOPE CHANCE LOPE STREET D XX MAINLINE PAVEMENT SHALL BE C014STRUCTEO 5' MIN. .FAN TO THE R/W LINE (EXCEPT ANY SUBGRADE I STABILIZATION REQUIRED FOR MAINLINE Q' DESIRABLE FOR COM1dERCi PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D ANDNOT E THE RIW LLINE EXCEPT FORUCTED REPLACEMENT PURPOSES. WHEN USED N CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS 70 BE ADJUSTED TD MATCH THE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPD) 0 X 3 % DESIGN MEDIUM (500-1500 VPD) --3 % 5 % TO BE USEE ED WITH HISOSTN�ABRD.�P LOW (LESS THAN 500 VPD) S 6 X 8 % X PLANS ARE TO INDICATE WHEN CON57RUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. OPTIONAL FLOWLINE MAY REOVIRF� WARPING OF A PORIION OF GUTTER TO PR ECLU E PONDING OF WATER. SPECIFICATION METHOD OF TREATMENT - REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REv.7/0' VIRGINIA DEPARTMENT OF TRANSPORTATION TOT 04 3E VATH MIUM NNLS 4` � s- 4- SCREEN FENCE DETAIL N.T.S. PAVEMENT DETAIL FOR ENTRANCE 25, Irlui GR 11111 GR 24' 6' '-6° 21-5 SURFACE W-ro, 21-13 SHOULDER S SNOULDI-R 1 I-d.090 -2.0go 2090 -4.09; C �0 �asE 4:1 MIN LIMITS GF 9UP9ASE Sl r TY}='IC,4L ROAD SECTION YARDMA6 T ER COURT S T A. )4+30.00 TO STA. 21+24.44 YARDMASTER COURT 4 COMPACTED 3U8GRADE FIGHT TUBA( LANE FROM RT. 11 (COMPACTED TO W% DENSITY (AADT: 4.603) AT OPTIMLU M.015TURE CONTENT 3URPgCE : 1.5• 3M-129A VDOT VTM-1 METHOD) EASE 9" 5ii 25.0 W51545E r S" 21-8 4- POST FILL POST HOLE WITH 1 PART DRY CONCRETE MIX AND 1 PART EXCAVATED SOIL THOROUGHLY TAMP CONCRETE MIX AND SOIL TO £UMIW,TE WIDS. POST SET DETAIL Note: The #1 slag or sand may be omitted if ductile iron pipe is used. Existing Grade 1 6 Mln• Match surface with j existing grade. c Backf ill c 0 t� �I I�I Identification Tape � c Handplaced Backfill o a fl c + o a. n O o S # 1 Slag or Sand - •a 6" O.D. 6" z, of Pipe d- TYPICAL UTILITY TRENCH DETAIL PIfSpill 6a;' $ L. M)T ROADSIDE SIGN than 150 BUSINESS OR (. m mm RESIDENCE DISTRICT 1�(2 f#3 1 I 12" W FROM r R1 -# WIDE THROAT INTERSECTION m x, TTT ft ft (6 'fit) 3 (12 it) Q Q MERCHANDISING REVISIONS BUILDING REVISIONS NEW FA CILIT �' PROJECT INFORMATION SCALE: vj NO DATE DESCRIPTION NO DATE DESCRIPTION 1 2 9/23/05 12/01/0 PER VDOT COMMENTS PER COMMENTS a SITE PLAN DETAILS S JOB N0. � STORE NO. 1 FIuANIa , . f? V]3 .L 84 LUMBER YARDMASTER COURT SHEET NO. CO NO. i 5859 1019 ROUTE 519 GHTY FOUR, PA 1533 STONEWALL MAGISTERIAL DISTRICT DESIGN BY: J p�DEC' 15 a �hz11 DRAWN BY: CW ��, C",(724) 228-3636 FREDERICK COUNTY, VA DATE: 09 13 05 `�''n1�1;�,L�`/F I VDOT General Notes V 1, All work on this project shall confomT to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When workhig within VDOT right-of-way, all traffic control, whether pemlanerTt or temporary, shall be in accordance with the cunent edition of VDO'I's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use IS-1 SHAPE TO ELEVATION OF MIDPOINT OF LARGEST PIPE. SLOPE TO DRAIN TO INVERT CTION A -A OF OUTLET PIPE : F TREATMENT IN DROP INLETS SLOPE 70 DRAIN , ' TO INVERT OF OUTLET PIPE n •� .4 ,/-� I: , UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, permits for any Work within VDOT right-of-way. BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE ( :;;.�u �l:.; 4 SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REM MN EXPOSED. ....a V7. If required by the local VDOT Residency Office, a pre-constniction conference shall be an-anged and held DETA'LS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED by the engineer and/or developer with the attendance of the contractor, various County agencies, utility iNDIVIDUALLY TO HEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B companies and VDOT prior to initiation of Work. PLAN V8. The contractor shall notify the local VDOT Residency Office When work is to begin or cease for any i METHOD OF TREATMENT IN MANHOLES undctetnlined lengthof time. VDOT requires and shall receive 48 hours advance notice prior to any required or SfUMA�' STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS requested inspection. 302 { VIRGINIA DEPARTMENT OF TRANSPORTATION iQ6 V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public ----- roadway via a constn)etion entrance that is constructed and maintained in accordance with Section 3.02 of file Virginia Erosion and Sediment Control -Handbook: Futhernore, access to other properties affected by this INSERTABLE SMELT A151 project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by th Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control Who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of constnictlon. V 11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and When possible shall be installed under roadway drainage facilities at conflict points. V 12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, eaves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V 13. All fill areas, borrow material and undercut areas shall be inspected and approved bya VDOT representative prior to placement and till. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to ovate laboratories for testing, the samples hall e clearly identified and la z p g, s A s s b y labeled as belonging to � project to be accepted by VDOT and that testing shall be perfonmed in accordance With all applicable VDOT standards and procedures. V 14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum. density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full Width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance With VDOT Road and Bridge Specifications. Certified copies of test reports shalt be submitted to VDOT daily, unless specified otherwise. V IS. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V 16. The installation of any entrances and mailboxes Within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer V 17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis following the , Manual On Uniform Traffic Control Devices. 1 V 18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized Within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V 19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perfonn these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Read and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six. (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unusable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT installation criteria. Final approval of the guardrail layout to be even by VDOT alter grading is mostly complete. GENERAL 1. METHOD "A" PIPE DEMNIG SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b " EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D - OUTSIDE DAAS(ETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE d iS LESS THAN 3G". X " 18" WHERE d iS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE EN7RANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WiTH HEIGHT OF COVER 15' OR LESS, S. REGULAR BACKFILLL, MATERIAL MAY BE USED IN LIEU OF CLASS 1 BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WiTH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PiPE 1. S t OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 - INSIDE SPAN DALE ION OF PIPE. 3. R OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS !BACKFILL MATERIAL BEYOND THE EXTREWTY OF THE PIPE, X - 12" WHERE S2 IS LESS THAN 30". X • 18" WHERE S2 1S 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15-OR LESS. G. REGULAR BACKFILL MATERIAL MAY BE USED iN LiEU OF CLASS i BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PiPE WHERE 32 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS. PIPE ARCH I. S SPAN DIMENSION OF PIPE. 2. R RISE DIMENSION OF PIPE. 3. B SEE PC -I TABLE FOR APPLICABLE PIPE MATERIAL 4. x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PiPE. x - 12" WHERE S2 is LESS THAN 36". x - 18" WHERE S2 iS 36" AND GREATER 5, WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELMHATEO FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. 6' REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15` OR LESS, INSTALLATION OF, PiPE CULVERTS AND STORM SEWERS �fTJ�E^NCEN NEW.1/04 GENERAL NOTES 302 107.00 VfRG'NIA DEPARTMENT OF TRANSPORTATION 303 S X D NOT SHAPE TO BE BEVELED H KiTH MORTAR !% �1 D _. It _._.� ._.... .�.�...._. DO NOT BEVEL INVERT F 1 1 I - i C_-4 NOTES: 1, "H" MAY BE REDUCED UNTiL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL 6. BEVEL EDGE 1S REQUIRED ON THE HEADWALL AT THE INLET END OF THE WOULD PROTRUDE ABOVE SHOULDER .LINE. i4 NO CASE SHALL TOP OF F.NDWALL CULVERT (WHERE THE FLOW ENTERS THE CULVERT). PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER, 7,HEA0WALL AT THE OUTLET ENO OF THE CULVERT MAY BE EITHER SQUARE 2, THiS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3, ALL CAST iN PLACE CONCRETE TO BE CLASS A3, FOR PRECAST SEE SHEET B. LOIINNESHALLOW FILTOP LS WHERE HHE E E END ILLSSHALARE 1 'OR LESS BEFOWALS 0ULD THE 10102. GRADE OF THE ROAD. 4. THIS STANDARD TO BE USED WiTH STRAIGHT CROSSINGS AND ALL SKEWS 9, Y4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR. TOP- OF FILL NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL. GROUND LINE LINE H-Y -rGROUNO LiNE H� TOP OF FILL .�, -GROUND LINE 14 _ PB• 1 b,12" rfr r� `_ UNY ELQRING p 12"L. •JiF - EARTH cv N d SOIL d L v n � 0/2 0/2 ) ' BEDDING MATERIAL " J I1 MN. 1/10 p I I M)N, 1/10 A MIN, t/10 D �) X h+e--D X F�-- % k•�0->►l X - �7ERiAG2. %i' PER X �D� X MATERtril. _T�j VOF H MAX,"' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION Max24 ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE I rt MiN. 1.5 x 0 },I IN, 1.5 x b MN. 1.5 x D I MIN. 1.5 x D MIN. 1.5 x Dom. 1.5 x D F TOP 0' FULL r '-i - TOP OF FILL TOP OF F)LL !, ���'� f rrrrrr, rrrrrrr rrrr rrrrr r 'rrr rr r rr rrrr ���� f = -- � rrrrrr rrrrrr rr rr rrr rrr rrrr. rr rrrrrrr rrrr rrr rrrrrr rrrrrr rrrrrr �"`� ^ ,_, ._ - D•iz' rrrrrrrrrrrrrr �rrrrrrrrrirrrr rrrrrrrrrrrrr rrrrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrrr rrrrrrrrrr rrrrrrrrrr D•1z" _ r r rrrr rrr+. GROUND p•12�µ r rr rr rr rrrrr GROUND arrrrr d r/fir r rrr r v d LINE rrrrrrrrr rrrrrrrrr GROUND -LINE dD/2r P=7 D/2 y�' rrrr _ 0/2w HT< �EARRTH ` ZiI iI-ROCK- Y / MIN. 1/10 D X It I•� I X BEDDINGMIN• MATERIAL T/1D D II UNYIELDING SOIL IAN, 1110 D r-. r- r�tr-i sr • - j+ BEDDING s-( X D X BEDDING MATERIAL EARTH NORMAL EARTH FOUNDATION 1 /a"PER r OF tI MIN. B". ROC MATERIAL FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND FRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I OACKFILL MATERIAL N ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPF BEDDING, SEE INSTALLATION OF PIPE CULVERTS REGULAR BACKFILL MATERIAL IN ACCORDANCE 1 AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. ®rr ,f WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, EMBANKMENT SHEET 1OF 4 1)FJEnE),`CE INSTALLATION OF PIPE !CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "All 3G2 REV.7/05 303 VIRGINIA DEPARTMENT OF TRANSPORTATION No7 01 1/2 SECTION CAST IRON %z SECTION STEEL NOTES _ n L 2%2 x 2/2" x 1/4' f, DEPTH OF INLET (H) TO 8E SHOWN ON PLANS, 10'-4" Hong FOR DEPTH GREATER THAN 10' USE STANDARD 01-iA 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WALL 13E MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. One melded PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY joint FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINEO BY THE CONTRACTOR FROM FIELD CONDITIONS. Weld all 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors TO G£ SHAPED IN ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE DID PRICE FOR THE STRUCTURE. 4" 4. IN THE EVENT THE INVERT OF THE OUTFALL Stud Sheor PIPE IS HIGHER THAN THE BOTTOM OF THE connectors STRUCTURE THE INVERT OF THE STRUCTURE SHALL 13E SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR P0140ING OF WATER iN THE STRUCTURE, THE COST OF FURNISKNG AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. THiS ITEM MAY BE PRECAST OR CAST-iN-PLACE. 7, #k 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACFO IN ALL AREAS ADJACENT 4' 2" Hardware Cloth V ( TB AHUtfING CUNCHLIL IU Pt(LVLNI SETTLEMENT. IN LIEU DOWELS A ��`�`� 2'-7" � Diornoter I -2'^6" - DARD NOTCH MAY BE PROVIDED. SEE STA'VDAt20 DE 7-DI-3, 4 FOR ALTERNATE DESIGN. y1eap hole a•o _ ,p a p Sec Note 8 N 8. 3" DIAMETER WEEP HOLE WI"11N 12"Xt2" PLASTIC HARDWARE CL07H I/.j' MESH OR GALVANIZED .Q_, T� N STEEL WIRE, MINIMUM WIRE DIAMETER 0,03", Color ° _4" depUl Aggr. V68,478 or RUN NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO Ti£ OUTSIDE OF THE STRUCTURE. x VEc E E & ,�12„ ..,,,, 118 x G" w(dtFt ij � 9• CAST INPLACE CONCRETE l5 TO 8E CLASS A3 � t2"-t5"-18" or 24" - (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. NN Nn • v a • is 4{�{ fn, 10, ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER UMBER ��tlp������'{p�p MAY BE SUBSTITUTED FOR THE CAST IRON U ULf IJ LUGS AS SHOWN HEREON. SECTION A -A ! I 1„ 4" CONCRETE QUANTITIES FOR MIN. DEPTH 12" concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu, Yds. Concrete 18" concrete pipe - 1.520 Cu. Yds, Concrete 24" concrete pipe - 1.017 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odditionoifcot of depth. APPROXIMATE WEIGHT Cost Iron Crate 363 ± 16 Ibs STANDARD DROP INLET SKCF"7..IN REFERENCE 12" - 24" PIPE* MAXIMUM DEPTH (H) = 10' 233 104 0, VIRGINIA DEPARTMENT OF TRANSPORTATION 302 I- - N NOTES 2" i. DEPTH OF INLET (11) TO BE SHOWN ON PLANS, 7. # 4 X B" SMOOTH OOWFLS AT APPROXIMATELY MAXIMUM DEPTH (H) TO P.F 20'. FOR DEPTHS 12" C-C TO BE PLACED M ALL AREAS AdJJACENT I �+ n ° LESS THAN 10'USF STMOARD 0I-1. TO ABUTTING CONCRETE TO PREVENT ' SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" -A- _ 2. THE "H" DIMENSION SHOWN ON THE STANUMOS NOTCH MAY BE PROVIDED. SEE STANDARD AND SPECIFIED ON THE PLANS %SILL BE T-Of-3, 4 FOR ALTERNATE DESIGN. MEASURED FROM THE IYVFRT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE:. 8, 3" DIAMETER WEEP HOLE WITH 12"X12" 1 ' Bcrs F1 PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY PLASTIC HARDWARE CLOTH f/i' MESH 12" c-c FOR FSTM(ATWG PURPOSES AND THE ACTVAI, OR CAL VANIZED STEEL WIRE, MINIMUM WIRE ' J DIMENSIONS SHALL BE DETERMINED 3Y THE DiAA'.ETER 0.03", AMBER 4 MESH HARDWARE CONTRACTOR FROM FIELD CONDITIONS. CLOTH ANCHORED F(R%iLY TO THE OUTSIDE -0 OF THE STRUCTURE. I •� 3. WHEN SPECIFIED ON TI1E PLANS THE INVERT iS ' TO BE SHAPED IN ACCORDANCE WITH STANDARD 9. ALL REINFORCING STEEL SHALL HAVE A MIN. IS-1. THE COST OF FURNISHING AND PLACING ALL COVER OF 2". MATERIALS INCIDENT& TO THE SHAPING 15 TO BE INCLUDED 1N THE BID PRICE FOR THE STRUCTURE. tO. ALL REINFORCING STEEL To BE CUT CLEAR OF ALL OPENINGS BY 2". 12" 4. IN THE EVENT THE INVERT OF THE CUTFALL 2-2- 12" �._._ PIPE IS HIGHER THAN THE BOTTOM OF THE II, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 STRUCTURE, THE INVERT OF THE STRUCTURE (3000 PSI). PRECAST CONCRETE IS TO BE 4'-2" SHALL BE SHAPED WITH CEMENT MORTAR 10 4000 PSI. PREVENT STANDING OR PONDING OF WATER iN THE STRUCTURE. TFIE COST OF FURNISHING 12. ALL SPLICES IN BARS V TO BE A MMI LLY, OF SECTION A -A PLACING ALL ATERI S INCIIDDEDINNT 40 DIN&TERS (20"), wep'ometer hole,See LTo THE SHAPING IS TO Note B. Color PRICE FOR THE STRUCTURE. 13. IF OPTIONAL CONSTRUCTION JOINT IS USED, 5. STEPS ME REQUIiEO. FOR DETAILS SEE STANDARD ST-1. )T IS TO BE KEYED. ^R- -- - - 14 DIIiENSIONS, ETC. OF GRArE 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, STEEL OR TID n CAST IRON COLLAR SEE STANDARD 01-1. A ' e t Hordware cloth a A ears V 4" depth og99regole g• #68, i178 or il8 x 6" c-c width. S -Steps. See Note 5. a V ' p' 'r t n 'a A �) A REINFORCING STEEL SCHEDULE MARK SIZE NO REQ'D LENGTFI ears H tl5 8x(H + 2) 3'-10" Bars V 94 40 it + 4" D Qonciru_tion II ' io:nt �13 I Bars H 12" c-c each face N�- - Bars H 12" c-c 1 Bar H oil four corners SECTION THROUGH ELEVATION APPROXIMATE UUANOTIES FOR irSINI.MUM t101 DEPTH CONCRETE PPE DIAMETER- CONCRETE R NF. EI STEEL �12" 5.216 655 T5" 5.193-- t8" 5.163 547 24" 5.089 639 Increments to be udded for each od&tioaol foot of depth 00: 0.465 Cu. Yds. of concrete 58.7 Lbs. of reinforcing steel REFSTANDARD DROP INLET 233 1�" - 24'' PIPE: DEPTH (H) 10' TO 20' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104,02 MH-2 FOR DETAILS OF ALL COMPONENT PARTS AND "GENERA. NOTES- PRECAST" SEE SHEETS 103.01-103.11 I i SPACER UNIT I t TAPER - OR P TOP I UNIT 0 I ---- I -- a -.._._. ----- 1 0 k0-------- W RISER UNIT o U_ us _ RISER UNIT �REOUCER RISER �L}MT _ ._._-_.---...._ --_. _---- ' a I - - MONOL)T1IC REDUCER UNIT BASE BASE'UNIT a CASE UNIT 4 I I I T _ FOOTING FOOTING :i•fCTtcATIHI PRECAST MANHOLE`` SUS VIRGINIA DEPARTMENT OF TRANSPORTATION 3U7. 106.07 O Q O 84 LUMBER 1019 ROUTE 519 IGHTY FOUR, PA 1533 (724) 228-3636 MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACILITY SITE PLAN DETAILS YARDMASTER COURT STONEWALL MAGISTERIAL DISTRICT FREOERICK COUNTY, VA PROJECT INFORMATION �' f �° �l U k' RgNK J. AVBE b No. 158,59 ) C 15 2-005 NO DATEDESCRIPTION NO DATE DESCRIPTION SCALE: 1 2 12/01/0 12/15/0 PER COMMENTS PER COMMENTS JOB NO. STORE N0. 1712 SHEET NO. DESIGN BY: DRAWN BY: CW DATE: 09 23 05 ti 634 ..........:..... . .. .. ........ ...... . _..... .... ... _ .........,.......... ... ., .,... 634 633 .,,,,......._..., .__ _ .._... :... ...:.. _:..._ , .....,...:. .......... 633 632-...,, .... :..._PROP...G�E,.,.....,.. „'.. .. ........ ... :....:.. ... ......._..632 630...,,.,.....:., _,_..,,.::... :.._..,.. .,:..., .. _.......... ......., ..,......,,.630 629............; ................... ............. .......... ...................;................................629 8X6 TEE 628 ............:...... ......................................... ....:._........ .....................628 VERT.. ELBOW 627............ s.... ...................... ..................................... 627 8' SDR21 626 .,..... •...j ......... ..... ...... i�....................................................................... 626 625..................,........................................... ....-......11...................................... 625 624....................................s......................................................................... 624 623.......................................................................................... •..................... 623 8TAP622.......................... CSASTORM ............622 SEWER 621...... ...... ....... ................................................................. ........621 ' SOR21620 ...................,i_.........., ....................E................................... 620 VERT. 45' ELBOW 619............. ........_..,............. .._............................ .................................................619 618................................. _.......................... .........._...... ..................... ........... ,.......,...., 618 617 ........ ................................ _..............................I- .... 617 0+90 +00......................,...... PIPE ,.f1 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' FA I Rw' � 638 .......... ...•............,....................,....................................................................... 638 637.............. ...................... ........... ..:'.................... . , ............;........I............................637 636............ ............ ..:................. ........................... ......,......... ............,.........,.,............ 636 635..... ........:......... ..................................... ............................................................635 Gf?� .....;...................................'.................................... 634 RQP, 634 P .... .........i,....... ..,............ ,........ i.....................................;...................,................: 633 633 .......................................;............................. ....... ............. ........................ 632 632......... .............;........................................,..................,............;................. 631 ....................631 630................................... . .............3 .................. ,..................................................... 630 .....................................................................................o..............................,...... 629 629 FH 8X6 TEE ...............'................ ASSM .i....... ... 628.•.........: ................. .... .................... ., 628 7........................................................................ 7 62 6 SDR21 62 626............. :.................... ................. ...,.......... ...,.................. :............... ............. ........ 626 ...........:....................................:.....................................y..................................... 625 > 625 1.......................................................................................................:4................... 6 62 2 ....................................:.....................................>..................................... 623• 623 622..................... <.....,..........,.......... .................... ........ ........ ........622 .......;.......................................................................................................... 62t 621 620..... ........ ?............. ....................... ;................... ................ ........... .......................... 620 619...............................................................................5.,..........................,...,...519 ...........'............................................................................................................ 18 618 6 7......•.......i,.....•............•...............................................:....................................617 fit .... 0+00 1+00 PIPE�� HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' _ ..,,..6.34 .,..., _,.. 633 ........ .....: 632 P GRADE, ........ ..., ...... 630 :..,.., .... . .. .........._..:.,.,._,...,._..,..,..::,»....:,.:., 629 »„ .. ........:..... . _,.,..,.,...... ` 8X6. .TEE_.,,.,.: ..... ......... 627 626 ... 625 .,...,., .,. ,.,,,.......,.,, . ..............,.,_...... ,. ,, ._..,,,....:._: ,:..............,..:,,,...,,_._,.,.,.,.,., ...:...,.. 624 .,...,,,., „....:.................. ......... 623 w, ,., „ ._. ..,_.................... ..,.:...:.._,.....,...,.,.._.. _,,....., 622 621 620 8 _..,.,,..,.... .... ........... .... 617 2+00 3+00 PIPE F0 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' _PIPE 3 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 619. ................................... . .....»_, PIPE HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 638.:.::.: _,......>.:....::......... .....__...,.,.,,.,....,_...., ....,.,,.......:.,,._..,,:..,,.,,.;,,.:,..., .,...,:.,_........... ...,,.,.... , , ..,.,,. 638 ..........:.......................... ,..,..,:,..,,,,...,,�,_„».... ,..,..,.:....,,.:..,.,,,_...: ..,,.._,..,..... , .,...,..,.. ..,.... 637 PROP, GRADE 636,,,,.:.:..:.:;,:.:,.......:.:.....:•.........::...,........_...,..,,...:.,..,,:.,.,, ...: : ............ ...::.:..,:....::...._:,,,:...,..,..:.,...,,...._, 636 635.,,,... ...:..._.,_, ..,,.. w......... .,....... ........ : .,:.............. ....». :,.,..... 635 634.,...:...... :......:........_,_,,:_., ,.., .......... . 634 9•0' BEND ....,,,.... ,,....,. ..... _._,».,,.,....,, ,........ ,: 633 :GAT E VALVE 632---- ..,,,,,.. ,,,,.,.:.,.,.... ...,,,,,,,.,.,...._. _ , ._...,,, ....... 632 631 631 629 :. SX6..TEE..... .............................................................................................................................. ...................................... 629 628............... ........................................................................................... .................... ....................................... ?.............................. .. ......... 628 627........ _...:... ............. ............ ........;................................ ...........................,.................................................................................. ...............,............. 627 626 ........... ....................................:...........................................................................:...................................,..................................... ..:... ............................... ..;........ 626.. 625 i.........................................................................!.............-........•..,..........;...................,....,..,........<.................................. ... ................ 625 624. .. .... ........................................................................................................................................................................... ................... .............. ;..,..._... 624 623 ........................................................................ ..... _.......................................................................,........ ......................,. •............,......................... .. ..?,.. ........ 623 622 z............... 8."...STORM. SEWER ................. ...................................... ..?................................... i ................................... ................. ............ 622 620-- ............................ ........ ............ .,........ ............ .............. ....... ......................................... .......... ..................._,...................... ....... .................... ..... .... 620 619............. ................ .................... ...................... .......:......:'........... ................ .......................... ....... ...........;..,...,........,................... ................... ........ ....,.. ....... 619 618..................................................................................... ................... .................. :........... ................................_...............,-.................................._......... ...... 618 617 ......,..... ... E................................................................................................................................................................................................................... 617 0+00 1+00 2+00 3+00 636 635 .............. 634 633 ......... 632 631 -AS 630 629 » : 628 627 „» .,, . .... 626 625 , ._.,,_ ., 624 ...., ...,,_.,.,,, 623 ».._.:..?.,.,, ,,..,.. 622 621 620 .................... . .,,, 617 3+00 PIPE �(4 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' .,.,:.,:.. ........ ,:: _.,,,,.,,,,..,. ,. 633 632,».:., » -i%,»„,,,,,_,.,.,,..,,,..,• , <..,,,.,..,._.......................:.... .. .:.. 632 63 PROP. GRADE :......... 630 629.......... .;.,_......... »»,,...,. _ ......v......:..... 629 628,.... .. ,.:...»,, ,. 628 6X6 TEE 627-..,,., .,,. 8X6. TEE.,_.,..,,._.---. 90':.SEND. _:,... ,,. 627 626-,.11,626 .:. 6.`»... ........... .. ...._,_,_..,, . :..,,,, SOR21 ....., ,.::.... 625 624........... 624 623.............. ...... ,,:....,,.............-....:.,. ,.:..,..,..,:::.»...... w.......,. 623 ........ . 622 62 621 619 619 617 PIPE �8 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 638 ,...........M,.... ,.........:........ .......................... .....,................... ...:......,.. ...... ....,...... ... ..... . .. ...... .. ...... : .. .... 638 637 ............::................:..........:....:....i,.:...........................,.,.....,.,.,............................. ..... t,...,....,......,, ........ ..... ..... _... ... .... .. .... ...:. ............ _.. ......,........ .., ........ 637 PROP. GRADE 636- _....................,........:..,..,..,..,,............,...................,...............,....._...... ... ;.., .,..,.. ,. .. 636 635............ ........_.:..,,.... ,._.,......:.,,...,_,,........,.,,........:..:...........,.,................. ....................:...., .,. , .... .......... ................ ... ... <,. � .. ... 635 634.......:..,.v............ ....... _.. ,....,.. .........,..... ....634 90 BEND •, .... ,.,_...._ .. Fli ASSM 633 632.,,_...... ,<......,........:...... .:..:. _. _...,....,_....,_..... :.,.. , <,. ,. VERT. 45 ELBOW 632 T, 45' ELBOW . 631 _:......,...... . 3 630 6 SDR21 i 629_,_.,.VERT:.45`. aBOW...,.,.,: ....:.. ........ ... _,.,, .. ,..,.:. .... : ..., .....,. , _.,...._ ..,, ... . , ,...,._ VERT. 45 • EL90O ........ 629 628 ..,.:._.... ..:....:,... _ ...... ,,,:.,; ,., ...::._-...... _. , :,. , ,,...•.... _.,. ... .......... ._. .: .., ,.,... _ ,:... ,. . ..... . >. 628 627",,....,.....-..:.,..::.....,...... . ....... _..,,,.:,. 627 626. ,.....,_ _..:.,.:. ......... .............• ....,., .,,.: ..,. .................. 626 625' .. .,.., ........ ;.... ,.... ...::.. .... .:. .... .. .. 625 624 .. ......, .......,. , .:::............ ...... ..:... ,..:,,....,...... ....,....., .,,. ....,.. .. .,._... .. ..... _..:. ......... _....._......, ..... 624 623- ..:.„ . ,,,., ., .... .... : .:......: ...,_. ., ....,, ... » .,........,.....,., .,,..,_.,,_..... ,.,. 823 622 622 621 ....., ... .., ..... ,, .... ...... : , .., ,,: ......,,,.... 621 620..... ....... „ . _.... ............._,;, ..:., , ._..... ..... .: .: , ....,.. :. . , .... ... •.......... 620 619 0+00 1+00 2+00 3+00 „ .., ,..,.... 633 632.............r.M ... , .. 632 631,..,.. .:.... w:.,:..,..,G�p6,...,.... 631 PP. O R 630... .... .:..... ............... . ........ 630 _,,.: .,_,,.-,,.,,_.,,..,,., r..,. ,,,,..,,,........_,..... 629 629 7 628.,., ........ ...,,:_,,.,,».....,; ... >.. 628 FH ASSM 627..:.,,....,,,; 6X6.,.TgE.,_... ...:.., 627 626 6 SDR21 r,... 625 624.,.,.......,:,,:.:..,,,,,_,..,.,,._ ._. ,__. ........................... 624 3..:.,, ,,_nk.....,....._. ,,..._., ,,, ...,, ,,,....,_..,. , 623 62 622 ......... .*„_-----,..:,,:...,_., 622 621.,.,.......... ,, ,,,,,,:......:.........._. _,.., .,,,...,..._,,. 621 w.::.,. ,... 620 620 ,..._..... ............ .. .., :.,: 619 619 M:..,,.. .., .,,. .................. ...,,.,..,.,,.f,.,. ,...,.. 618618 ,,........... ,:..,..,.::......:. ,,,,:.,,,,,.,,, , , s17 0+00 i+OD s17 PIPE 9 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' PIPE ZT- 5 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' 633, ...:........................ ...............,..... ..... ..,..........,.......... .......... .......... ,.......... 633 632...........;.................................................................. ..._,...,.. ................, .......... 632 631.......................................... .........� ....................' ............. ..... ,.- ..5.,.... 630..... ..... ......... ...... ;.... .. _..... , , ........<-,........ ,. .......-..... ........,. 630 629..... .................... >.. ....., ..:.....: ,:..... ? ........ ........ ... ,.d:. , ..:._. 629 628.. _:...... ...... ....... ......... : ,.,..,, ,......... ,.,.,............ ........... .. _ . ATE VALVE 628 90' BEND _... ..C6,1ZE ...... ...........,.. .627 .. ,._......... ........;.....,.,,,.,.. 627 626..: , _ ... .,_...,.. _ ' ,........... _,.,. , � .,...: 626 6 625 ,.:........ ........ ......... .... , ,•. .......... . _.. 625 s2 624 62 ..,......: ,... ,.., 3 _ ..,,,... .,, ,,.: ......,....:.., :.:..., 623 zz szz 621.„.... :...............:. .,,............_ ,,._ ....,_....62t 619- 619 618.,.,.. :........................ ........ ....-....,:.,_. _ . , _ ...... ..., ..... _.,,......_ 618 617.... ,:.. _:. ....,.,,,......................._ ,...,, :. .,..,. •._:,,., , ...., ... 0.:617 +00 1+00 _.... .. .......... PIPE 4f10 HORIZONTAL SCALE: 1 "=50' VERT. SCALE: 1 "=5' Q MERCHANDISING REVISIONS BUILDING REVISIONS NEW FACL�ITY PROJECT INFORMATION SCALE: NO DATE DESCRIPTION NO DATE DESCRIPTION 1 12/07/05 PER COMMENTS Q O WATERLINE PLAN JOB NO. U FRANK J. AVBEL t AND PROFILE STORE N0. 1712 $4 LUMBER YARDMASTER COURT rd h1o.I5�59 � SHEET NO. C10 *P- DESIGN BY: CW Q` `1 2005 1019 ROUTE 519 GHTY FOUR, PA 1533 STONEWALL MAGISTER)AL DISTRICT DRAWN BY: JO N Al, (724) 228-3636 FREDERICK COUNTY, VA�_ DATE: 12 01 2005 LUMINAIRE SCHEDULE Symbol Label Oty Catalog Number Description Lamp File Lumens LLF Watts 0 E 2 MHWR--65-X-400 FLOODLIGHT - 6H x 5V 400 WATT MH CLEAR BT- -37 HOR WR4OM65•ies 32980 0.62 460 WATT MH CLEAR ED-WR25M65.ies 0 D 33 MHWR-65�•-X-250 FLOODLIGHT - 6H x 5V -2 HOR zr3 19885 0.62 294 WL WALL PACK •-- WALL 400 WATT' MH CLEAR BT- 0 R 2 MHWL--400 MOUNTED LUMINAIRE -�37 ��MG.ies 36000 0.62 400 WL WALL PACK - 228 WATT MH CLEAR Eli- V S 3 MHWL 250 MOUNTED LUMINAiREALL WL25MG.ies 19500 0.62 294 Fixture "D" Lumark 250W Metal Halide Flood Fixture "E" Lumark 40OW Metal Halide Flood Fixture "R" Lumark 40OW Metal Halide Wall Pack Fixture "S" Lumark 250W Metal Halide Wail Pack 0. 0. a,1 \Q 0. 0.1 t tC. 0.20. O 0.1 t 0. 0,1 0.2 .1 0 0, 0.1 0,2 0.2 0 0.1 .110.1 0.2 0- 0. 0.1 t 0.1 0.1 0.1 0.2 b.1 1 W 0.2 . 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