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54-00 Dawson Industrial Park - Lot 2 - Back Creek - Backfile
Culvert Summary _ Culvert Inv. in Inv. Out L(ft) D(in.) S(%) Type 1 792.8 791 9400 18 1.91 RCP 2 794.8 793 103.00 18 1.75 RCP 3 796.0 795 193.00 18 0.52 RCP 4 797.2 796.3 173.00 15 0.52 RCP 5 797.8 797.4 78.00 15 0.51 RCP 6 797.6 794.7 40.00 15 6.50 RCP 7 798.9 797.4 40.00 15 3.75 RCP 8 796.5 792.5 175.00 24 2.29 CMP 9 793.90 793 80.00 15 1.13 CMP C8ext 788.3 788 10.00 24 2.50 RCP 10 787.8 783.50 182.00 24 2.36 RCP DITCH A 803.0 796.5 540 - 1.20 GRASS DITCH B 792.5 790.5 190 - 1.05 GRASS Storm Inlet Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 793.00 79280 - 798.40 DI - 1 - 2 795.00 794.80 795.00 801.62 DI - 3B 8 3 796.30 796.00 - 801.15 DI - 1 - 4 797.40 797.20 797.40 802.95 DI - 36 6 5 - 797.80 - 801.70 DI - 3A 4 6 - 797.60 - 801.62 DI - 36 10 7 - 798.90 - 802.95 DI - 3B 7 8 - 79650 - - ES - 2 - 9 - 793.90 - 796.17 DI - 1 - 10 788.00 787.80 - 793.50 DI - 1 - 0 54 ' R/W (DAWSON DRIVE) - t - 1 1. 5" SM-12.5D % '' GRASS SHOULDER 4" B -25 ;•y ,s 8" 21-B ONLY PHAS[ 2 WATIR AND �G-6 UD_4 TYPICAL CHANNEL UD- 4 & COMBINATION U,NDfRORIANS TO DOWNSTREAM DROP INLETS EWER LINES HAVE BEEN AGGREGATE LAYERS TO EXTEND 1� BEYOND BACK OF CURB. TYPICAL ROAD SECTION DAWSON DRIVE N.T.S. APPROVED ON THIS PROJECT. 25MPH-54'R/W-1641TPD PROPOSED 1080 SOR PRO, STR 8 ADDITION. TOTAL BUILDING 20' VERIZON VIRGINIA TYPE: ES-2 AREA = 2880 SO, FT. INV. = 796.50 Q cl� Q C� 4 0� �- m aa¢ o cn 0 X M 0 U W z z a U w U 5 N o W M J � i a Cr zQ Z wUj Q Cc Q 4 o cr- a w U o Q J W W (n S r w Q 3 w o 0 Cn U Q 3� o Q a d ww v V W 0 5 0 O C > C� > N w o w a. w cl- zO w w a w cl- EASEMENT F pg{�. Y _ D o o w v C� LnuNL��LO ALL SEWER LATERALS W w W z W W -- TO BE 4" DIAMETER � � Cr- Q .6�=;1EL�-- UNLESS NOTED. g o 0 0 z - o 0 Q < N co � N -- --- ---- -- Q N CD M J _ 20' VERIZON VIRGINIA OVERHEAD ELECTRIC SERVft TO z N �> EXISTING SHED TO BE RELOCATED EX. SHED � � EASEMENT UNDERGROUN • WITH DEVELOP- o 30MENT OF PHASE 2 IMPROVEMENTS.co •� d . �I > EX. CONC. 10.0 s_ � PAD / FIN SITE , I. -AN cl a_,�.+ 0C14 APPROVED / 2-1000 GAL. >vAT�_ N O cn w DUMPSTER PAp W QPAQUE , - GAS TANKS LOT #1 CIdt `4' m (---------_--------- - -- --- --- - -- - -- - -- - ---- L---------y---- ---- ---- -BOARD FENC-1NGDOUBIE- Sy,ed W RO-j.H. ASSY. a: LOT#�, PROVIDE PHYSICAL BARRIER TO SWNVG GATE. '` • /- RO'v1DE 2 BOLLARDS 2 8 PREVENT VEHICLE ACCESS TO UN- 2,7977 ACRES o _ °��- DEVELOPED AREAS OF THE SITE. � l I PRO'-F.H. ASSY. / © "' ZONED' M 1 m C� m 5.9499 ACRES ,WQ. STR 9 TYPICAL OF THREE PLACES) W o C I I I I ( ) I TYPE: DI- j PROVIDE 2 BOLL / ob I I M I USE: OFFICE s Z� w TMP 63-8-1 I - - - - -- -- - �' I 80' x 20' LOADING AREA - - - - - - i 80' x 20' LOADING AREA N cfl 2 ( a - IV J F I I I I IL I I `f�' \. -PROPOSED 01 -1 't Uj V `� 1 80' x 20' LOADING AREA -- -- - - - -1 I 80' x 2C' LOADING AREA I -_ _� - -_ ,_ - -1 I Z_ I W RIN=795.75 Z o • i 1 o TRENCH DRAIN S - 1 J OVERHEAD OVERHEAD OVERHEAD OVERHEADL J OVERHEAD OVERHEAD OVERHEAD OVERHEAD < I INV. IN=792.25 Q w c D: r P DO(IR U'.OR - -� - DOUR DOOR DOOR DOOR O -� d U r I J 1l1 . r INV. IN=792.88 --' 74 -` OVERHEAD OVERHEAD OVERHEAD (NERHEM OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVE HEAD I �- INV. OUT=792,05 1 DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR DOOR � I I � �; ' � 5 S 5 • C x I I I ROOF DRAIN I 211. 0 ' s '1 $� w W w 3 t PROI�05E0 PR01�05E0 STR 9 E M g w �`.. �s CONNECT TO -���I N 1, t1HB T. STR 1 10 0 0 0 Y PROf�05E0 OFFICEW REHOU5E PROT 05E0 OFFICEMW REHOU5E PROI 05E0 0 _ � _ _ N_ _ -�/ TYPE DI-1 a, o N 4 . 1 � ► 10 00 5 . FT. 1 T --- OFFICE/W/�REHOUSE a OFFICE/W/ REHOU5E o,o0 5a. F . OFFICE/W REHOU5E _ I I TEE a 20.0 WATER ooo bQ it > u. W 10,00 5a. FT. F.F. 4.33 10,00 50. FT. F.F. 3.33 10,00 5a. FT. 1-8 G.V.> � w WATERMAN ,} EASEMENT N i F.F. 04.33 F.F. 3.33 F.F. 0.33 i j `� .�.� PA4/ElV'EN1�_DESIGN ' "' cc _- aIS 1o'xs' STOOP 13 +7, .�io ( FONT PARKING- 8 21 B 2 SM-2A � _W z� ;z oa 1 TYP. OF FOUR 4• SEWER LATERAL o w o w `n ` ' ` ' R AR LOADING AND SIDE DRIVEWAY ���'9'K 11 1-8 x6 TEE � _ � o � �n ? 50.00 %.00 - LOCATE TREE PER WNER I ti �t w 2 1 50.00' 50.00' F.D. CONN. -_ 4' CONCRETE WALK b 1-F.H. ASSY. > � �" ~ `" wL w TO ENTRANCE 8 21 B 3 BM-2a. a - - - ---- --- --- ----` - I wJA w 1 185'-24' CMP 1-8:x6• RED. _ 1 50.00 50.00 • 50.00 50. W I 00 50.00 50.00 ----- ------ --- ---- - - -- - 00 101. 9' o.9oz - ; -s" 45� EIENo ; (OR APPROVED EQUAL) -- -- ,, - �, I I ONE 6" SEWER, LATERAL _ Slpl° K - -'411 I I 0' 1ERIZON INIA WILL SERVE ALL UNITS L' - - - - - - -- -- -- - --- - - N-'T-. 5. S EWA1 k I -MENT 00 " 'qhi ; i h i I L - T - - - - - l Light - EX SEW LAID T 2.94°6. . I I 7 ' B; .L. I ISP S AHOY 10EA_ i 20 WAT R I �) l• ,. i U OVER AND LA AT 2.15 75' B.R.L. I t i 211 S�A ESl i I 1 I t ( I BARRIER EA EME 1 I ' 1 5P' Eft S I 78 PRO-F.H. ASSY. _ _ I I PRO. S.S. M,�NHOCE I PRG. T, t I �-' I 1 POSEDDI cio WER ®T1.o z EXIST. SEWER MH 1 I� -�1 I� R i COST. I S TO • I / PROVIDE 2 BOLLARDS * 8 g I PROVIDE ES-1 - Y PRO. �IR 3 INV=795;55 TYPE DPI EXIST, SEWER S_1 AND \ '� R.IM= 802.25 � I '; 8 $' � RIM= 795.00 -� RIM= 798.40 I P POSE N o WV 1N=19 i. 45 (8'� I Q INV 1N= 787.20 (2) TYPE: DI- I 1N PHASE Il WV.. OUT= 793.25 SICI EC-1 REQUIRED j INV OUT= 787.00 q I I I � C1 R1M= Sol. 5 cn � -� --- 1 I I I -y-I ) j EXIST. STR PRO. STR 5 I �E ; ( I I I I 1 I I ti 4J { 9 PROPOSED 6" SEWER LATERAL TYPE: 0I-3A & � �' .. ' I 1 8 .� S I I I S A ! 4• W R 1 Isp C S I � ` 1 PROVIDE ES INVERT IN AT BENCH (7878 EST.) 3 E RIM- 801.70 j� 4 I I I "' ASE NT 1 - 34. - - 1 fW.. 79 ; CORE DRILL NEW INVERT Q - -_ - � P 0 Cr) I ,. ,., .,. ,q. .." ..,• ,. . I O �r�---- fir-- f ,I 11 29 W WATER EASEMENT 1-10"x6" TEE 1-F.H. ASSY, W/G. & TE 1-10" GATE VALVE 2 JTS. 10" SDR 21 1-10" PLUG I I i \ ' PARKING`' .SETBACK -4TEL 25' B.R.L. -= aTEL _... o+ PROF. TELE. PROP. TELE. r. PEDESTAL PEDESTAL _ �I PROP. ELEC. 4" COND SA6o „ TEL+, 699.38__ FUTURE PARKING AREA (IF REQUIRED) -TELEPHONE PEDESTALS AND RIPRAP TO BE RELOCATED AS NECESSARY. 56 SPACES AVAILABLE II I PROPOSED ,�_� t .,, cr����ye�F-a���-+ E� �f-•rt, '_rd���•. _ .� .. ��t������'Y�;��.�E��'�'1�9E-�� 3-.;�£��?�:;e.0 �: ..,�Tt�._ '•--., ;���t"��- Wiz. -�c5;� � a"'��?: �3t��.'�e•rt.,.€P-,e�•w�* , . ��i4�� . _ ✓1" :,; SS. g INV.OUT=780,2Q - �l , 5 A 238 FT. - 8 PIC SEWER 9 0.65X �,'�, ,;/ 282 FT. - 8" PbC Sf R ® . 5X c.� !I MiV. IN=790.9(18`� 1 fXfS 11 ` F�t� SEWER �N 46 08 28 W 59 9 , 80 - _ �OIAL LENG ?k 1 � i "'�^'.. AND ELUG IN A ll - --- -------------- --- - --- _ 4SR S PRO. SEWER MN, 3 - " - DRAINAGE _._ . . _._... ...... _ 1-8 x6 TEE - - -- I - --- -- EASE ,�, = 1-6 GATE VALVE !. _ - -- �_ \ M ao�.oq ,-2" METER iPa � Pi" �; 74.00 � EX. DAWSON DR. -- ----- -- -- - - - .-------- - -.mil -- ---- - -- - - - - - IIVT! ou- - -- -I� -- F I F r I - - - - --- I - - - - - h r't " ASSEMBLY �---- - - - - � - -. - -/ -- - -- t - - - - - - - I - - -- - -- - - �- -- - -- F � - - � -� } - - � r-- -'-} 00 1, O =��.oc ---- � o °" °` t6 r a �1+s �'� '7) oo+ I � �� � �� STA 4fs .tm +: _ 5 4 o* W N 2 5 MPH RE :. = I END PHASE li ROADWAY - -,�- �- EXIST. END OF ?A4 MENT - - �- -_- EXISTING 8 PAC SEWER I f - i W - ."lL. 787.6„ GI I(?IZi) =? 1.61' �' 1-AIR RELEASE VALVE PROVIDE BARRICADE # �-i - - - - - - J - E1gZC8 EXTENSION - - - ,�oT ,,F � � V PROPOSED 10 SDR 21 WATER N�ANN!VG.,ryt�OpMF�. r. � W EXISTING 10 SDR 21 WATER MAIN Llj 10 w o 10" W. i10' w 10" w 10" w " w 1- 10"x8" TEE / EXIST. STR 6 " PRO. STR 7 1 -10" GATE VALVE ---' PRO. STR 6 - - -- - - -- - SCALE _ 1 =.30' TYPE: DI-38 PRO. STR 4 2 JTS. 10" SDR 21 PRO. STR 2 TYPE: DI-3B TYPE. 0I-36 �I w - �- .0 RIM= 802.95 TYPE. 01-38 Ci9.4PH/CSC4LE 1-8" GATE VALVE TYPE. DI-38 RIM= 801.62 EXIST. STR 8 SEWER - FOR REMAINDER OF DRAWN BY: 'IDS 1- F.H. A SY. RIM= 802.95 _TC 15 0 ;o 60 RIM= 801.62 TYPE' DI-3B -- w/GATE V VE / PLAN SEE SHEET 2. PROJECT NO. E CG-12 HANDICAPPED ACCESS RAMPS tz DATE: 10- 12-00 SHALL BE PROVIDED AS DIRECTED BY IN rEfT1-10"x6" TEE - r THE VDOT INSPECTOR. >' inch = 30 ft. i-F.H. ASSY. 10' GATE VALVE & 1-10" JOINT ._J PRO. STR 10 W/G. V. AND TEE PIPE. PLUG PROVIDED IN PHASE 1. RME D1- I SHEET-3 of 6 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 792.8 791 94.00 18 1.91 RCP 2 794.8 793 103.00 18 1.75 RCP 3 796.0 795 193.00 18 0.52 RCP 4 797.2 796.3 173.00 15 0.52 RCP 5 797.8 797.4 78.00 15 0.51 RCP 6 797.6 794.7 40.00 15 6.50 RCP 7 798.9 797.4 40.00 15 3.75 RCP 8 796.5 792.5 17500 24 2.29 CMP 9 793.90 793 80.00 15 1.13 CMP C8ext 788.3 788 10.00 24 2.50 RCP 10 787.8 783.5 182.00 24 2.36 RCP DITCH A 803.0 796.5 540 - 1.20 GRASS DITCH B 792.5 790.5 190 - 1.05 GRASS w t 802.8 PROP TELE. I PEDESTAL I STR 5 I I IW Ln CN n VAN -we r r Storm Inlet Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 793.00 792.80 - 798.40 DI - 1 - 2 795.00 794.80 795.00 801.62 DI -38 8 3 796.30 796.00 - 801.15 DI - 1 - 4 797.40 797.20 797.40 802.95 DI - 3B 6 5 - 797.80 - 801.70 DI - 3A 4 6 - 797.60 - 801.62 DI - 36 10 7 - 798.90 - 802.95 DI - 36 7 8 - 796.50 - - ES - 2 - 9 - 793.90 - 796.17 DI - 1 - 10 788.00 787.80 - 793.50 DI - 1 - TEMPORARY SEDIMENT TRAP B \ ITELI ITEO v� 804 LEGEND �RFcn EXISTING STORM DRAJNN;E k STRUCTURE ❑ PROPOSED STORM DRAINAGE do STRUCTURE PROPOSED CURB ti GtRTEk DRAINAGE FLOW . EXISTING GRADE PROPOSED GRADE - �f-.�•� PROPOSED GRADE -PHASE U.10 I PROPOSED EASEMENT AREA _ - __ I PROPOSED SILT FENCE SF GOWSTRIX.TION ENTRANCE RIP RAP CHANNEL LINING � SILT FENCE INLET PROTECTION �j;!�,..� ��� SEDIMENT TRAP ROCK FILLED CHECK DAM PROP ELEC 4" COND. DRAINAGE AREA BOUNDARt .............. TEIITELI _ --- - NCH A �` --- --REDD II 1 IIL Z C --- - A - C, OUTLET PROTECTION SUMMARY CULVERT RIPRAP APRON APRON CLASS LENGTH _WIDTH____ C8 1 8' 4' C 9 Al 4' 3' C1 1 6' 4' ROOF DR. Al 3' 2' PRO. STR 6 TYPE: ES-1 INV. = 796.50 +TELL- / 1 5 RFC PROP05ED EX.5HED ADDITION ; 1,800-5F 2,860 51. F'F. 800.50 Wo 79.60 \ 800.10 •801 00 ; , $p0 \ . 00. STR 9 TYPE. Dt-1 1 RIM= 796.17 ''. 198� •,' 1 C 799.40 T C 198.67 C 191.50 C 799.40 C 191.40 I ' C 04. T C 803.75 0 T C 796.75 TC804.75 TC803.15+ , $04.75 AD OARHM OVERHEAD OVERHEAD 5 OV RHNLRHEAD 01ARffAV NtPKiZ F8MMO 0" GOOF DOOR DOOR 803.30 DooR DCOR DOOR NOR - A<I NEAoAD ow RAW IR DOOR DOOR rx xw I DOOR DOOR DOOR txxx� II I 1 �C 66 a,� 1 800.66 196.11 rN„ R 1 I III f�KO0 05ED I FKOI 05ED FKOf 05ED OFFICE/W�KEHOU5E FKOF 015ED II! OFFICE/W�KEHOU5E FKOf 05ED OFFICE/W�KEHOUSE 10,00 5Q. FT. OFFICE/W�KEHOUSE II► 1 0,00q 5Q. FT. OFFICE/W�KEHOU5E _,... _ 10,00 5Q. FT. F.F. 604.33 10,00 c4Q. FT. III F.F. 603.33 10,00 5Q. FT. F.F. 04.33 UNIt #4 F.F. O .33 UNIt#2 F.F. 600.33 0 UNIt #5 UNIt 3 III UN�T #1 1 1 4' SEWER LATERAL 50.00' _ - 50,00' I I II __ 50.00' 50,00' } -+w w 50.00 50.00 50.00 50.00 50.00 50.00' Y. 00 • ' 3:1 � •�C • 4'.I .. ,, . • . y _ �: • .. '• • '. ... '. '' •• � � �' : _ ; T C 80250 �U`l 1 r �= L li i 8 • .25 ; C� 803. 04,2.75 C 3 5 T 801.1 1 C RO J). ,_ j j - 1 \ '® i - I T C 01251 : PRO. STR 1 T C 199.50 I PROVIDE TYPE: DI-1 ' 802�85•• ;'' PRO. STR 3 1NV - 5 55 \. RIM= 798.40 A TC 0 T 80 .60 .. TYPE: DI-1 C O. I PHASE N/ 0 i I H I 1 1 16,13 f1®w;m9i. TEMPORARY SEDIMENT TRAP AREAS TO BE RETURNED TO FINISHED GRADES SHOWN a- cr- V) J] _DITCH_ Side S e Min. Depth, D Uning, L A 6:1 12" GRASS B 10:1 _ 12" _ GRASS FOLLOWING SITE STABILIZATION. Q = GRASS L INED DI 7CH _ w � Q > I— z i w v� Fw w a w e z � a dj U U 2 � p p Z F r= I. z Z Uj a U, a x x % cI w w ww ZZzo 0 d � W _ F- F- 00 000 � �) cn cn cn v) cn L'i w w w w w � � � x w Iz �. CD O _ •Fj cam, cJ O N hr) •S tI') C� z C% �N' m elm `O (D m 0� Qs L 8 LL •may N > L I V go - :�a - b I _ 0- C PROPOSED DI 1 J RIM=795.75 INV. IN=792 5 Q • INV. IN=79 .88 �+ INV. OUT= 92.05 i---�-- ;� co / OWN L N STR 10 ------ td TYPE: DI-116 / \ 20.0' WATER WATERMAIN EASEMENT � OQ ��>u.w r �5 ! k a 4 w \ NQ 1-8'x6• - ti k 4, Z o Z TEENso3 1-F.H. ASSY. ° w c O\�Li_j �•�/ - \ ■ n I ate' ~ (�11 z < 1 / r 1-$ x6 RED. _ c� o N N w c� r U_ (7 w Z �185 -Z4 CMP ) Q 0 0.90X 1-6* G.V. 1-6'-45' BEND a�/-, J 0 I N. TEMPORARY Q � + c I SEDIMENTa "Ot°$-1 AND 9-1 REQUIRED Q' \ ci E'XlST. STR 1 1 �2 • 801 � , sr - ,, •�. _ ..,. ., ,3 - • r. J „ , ,8 S.S. , T 97.05 79)3.75 0 8 S.S. • INV.UT 90.2 1 w U INV. IN_790.9(18) 1 'ter I _------•-•-------.------ -_-.804 �- .. .. ... .. .. .. 1. 1P1 T END CONSTRUCTION Or CULVERT C3; - --# - I' INV.= 795.54 t �' I IP) �- I o 8024^ ^ HI 41 I t p X. naW ��� R. w ca _ DE ES-1 Y V �I l� ".E LJ S L U - '`. 804 TA 7450 S 44 , W _.� { - -- 5 4 R / W r. 2 5 MPH s END PHASE !! ROAD AY gU EX. C8 EXTENSION 804 10' w Io' w i�: wl----- w! 10' w 051 I ,• ST. STR 6 L+. � -- -- -- I I PRO. STR 1 PRO. STR 6 TYPE: D!- 3E ! �` = 8 ? I TYPE: DI-3B PRO. STR 4 PRO. STR 2,1 TYPf: DI-38 IP) m ( SCALE: 1 50' • - • RIM= 802.95 TYPE: 0I-38 TYPE: DI-3B RIM= 801.62 . ' ' " � RIM= 807.95 RIM= 801.62 � EXIST. ,STR .8..... � � � � • � "' Gi4APH/C SCALE _ .. • • ...... I <,, o 'T � E C1 3B 30 'S 0 �c? _ DRAWN BY: ✓DS .. Q PROJECT NO. Mulm/ W FEET I I inch - 30 ft. 1 PRO. STR 10 I DATE 10- 12-00 TYPE: a-1 RIM= 193.50 I I I SHEET 4 oIF 6 4�01\ /oo"9 LC / /114 / 'IL / 1\ 0,\ C, 7 N7 7\F IL V t AJ roll 1� ro, L IAL X LT.A L, L 71 W1 L CONSTRUCTION NOTES (P GENERAL I The contractor shall furnish oil materials, labor and equipment and perform all work including restoration for the f completed installation of the utility systems and all other improvements shown or implied n or the 0 ements as necessary completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with 7 )plicoble Standards and Construction Specifications of The Virginia Department of Transportation, Virginia �;_' -A(5)=rtment of Health, Frederick County Sanitation Authority and the corroct documents. -1C"2. The engineer has attempted to locate existing subsurface utilities: however, such may exist that are not shown.r X The contractor shall exercise core in this work so as to avoid damage to any utilities. Any damage shall be the contractor s responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Cali "Miss Utility 1-800-257-7777. I 1. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve oil cut sheets. 4� Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. JW 5. Contractor' to obtain, of his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. M 6. AU grading for o improvements to be confined to the project area. Any work performed offsite is the Contractor's respon3ibility. r 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. It All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation, EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporaryand permanent erosion control structures and methods to be in accordance with the Virginia ontrol Erosion Guidelines and local ordinances and to be utilized during the construction period. fEET INDEX J1 f 0 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed possible at the earliest date after establishing grade. No area to remain denuded for more than 7 calendar days COVER SHEET when construction is not in progress.Jj 4. Contractor to clean up and restore, disturbed areas immediately upon completion of pipe -laying in the aftKted area. 4_1 2 KEY MAP 5. Ali unpaved areas of the site which are disturbed by this construction shall be provided with 4" t o'l, V f fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary 0?01 provide a SITE 3 go od lawn quahty grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn mriA'ons. t SITE DE%F.0-,1F'J PLAN FIRE & RESCUE ,6 4 GRADING & AOSIWN CONTROL PLAN 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 5 DAWSON r, k. PROFILE 'A 2 Access for emergency vehicles must be maintained at all times during construction. Temporary street sions fl, I begins. Contractor must ensure that parked vehicles do not impede access to fire -- must be posted as construction es hydrants. Fire Hydrants are not to be obstructed of any time. 6 MISCELLANEOUS' DFAILS FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet loll requirements of the Frederick County Sanitation Authority. The contractor shall coordinate 4# this for with agency and arrange inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a waterti?ht plug. The ends of the laterals shall be maplug rked with a treated 2x4 post extending from the lug eighteen 18) inches above the ground. The top six (6) inches of the post shop be pointed green. Sewer elevations' to be compatible with gravity service to proposed r buildings shown on the Architectural drawings. 4. The is responsible for the installation of water meters. Before a permanent meter is set they will require: ;Y 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final I grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to hove the meter box installed correctly. Nit, c, Owner/Developer: 5. The Frederick County Sanitation Authority shall install oil water and sewer services that connect to existing lines. The location of the top and the termination point of the lateral are to be coordinated with the Authoritys assistant C. BRUCE DAWSON engineer. 6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and 1 10-A INDUSTRIAL DRIVE ST make the top. The' contractor must WINCHE IER, VIRGINIA 22602 make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (11) years from date of approval. Pi-U-1ted fi- cli m TOP 0 1 1 9 W�llflo-,Yver Pioductioris: i:.. T;7%7TN7%7Tk7k7� ti-11) 0. C, 1)1*1'1 :1 PH,: 540-869-3951 VIRGINIA DEPARTMENT OF TRANSPORTATION Fk,: 540--869-4988 1, All work on this project shall conform to the latest editions of the Virginia Deportment of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Vcirvieinito Erosion and Sediment Control Regulations and o9y other Vicinity MCD i state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. Scale 1"= 2) 0 0 0' 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration I H and VOSH Rules & Regulations. 3. When VDOT traffic working on ri -of-way, all control, whether permanent or temporary, shall be in accordance with the current edition VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change ALD A SLOW' Y, J 7 as deemed necessary by VDOT NO. 020674K 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT OCTOBER 12) 2000 10 to initiation of work. prior 7. Contractor shall notif the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VP will also require 48 hours notice for any inspection. /QNA 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, to access other properties affected by this project shall be maintained through construction, 9. Contractor sholl ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, Approved by Fred ick County Zoning Administrator when possible, to be installed under roadway drainage facilities. Hbert w• clif ford & associates.) inc. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to gi 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 V.D.O.T. ri 0( 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 131. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" Site Plan Approval Valid for 5 Y6rarom Dote Shown Hence Date RECEIVED 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 dedicated At the direction VDOT Inspector Engineers e Land Planners • Surveyors any street right-of-way. of NOV 2 7 2000 density tests performed by a qualified independent agency. shop be conducted as required in the VDOT Road and Bridge Specifications. A copy of )II tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CID and LID underdroins shall be installed where indicated on these plans and further where 150-C Olde Greenwich Dr. 200 North Cameron St. determined necessary by VDOT Inspector. DEPT. OF PLANNINGIDEVELOPMENT 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VIDOT Fredericksburg, Virginia 22401 Winchester, Virginia 22601 minimum design standards and the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street PHONE: (540) 898-2115 PHONE: (W) 667-2139 right-of-way must �e provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be Project Number: obscured. FAX (540) 898-2115 FAX (540) 665-0493 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis 18. CG-12 Curb romps (Persons with mobilityimpairments) should be locations the Sheet Number. 1_ of 6 constructed at as shown on plan sheets or as directed by the VDOT nglneer/lnspector. 0 0 120 r rd +��� T.M. b A-801 o LEGEND: l l� i 01V +, Q i f ! ° + BLACKBURN LIMITED PARTNERSHIP �,� I �o`' �• I / ZONED: RA MF IRON ROE) 1 of `you + USE: AGRICULTURAL l/ e° -__ - -- `�'DH MON. / 0 971.42 �. _ -- CONC. YDH MON I ., o �+ +�° - - N 41 °28 42 E - - N41'.25'42'E -0/HUTILITY LINE ----- --- r - UVOODLINE /� / / // I �• .............. ..' .... PROJECT SUMMARY -PHASE II and III / / / /1 + A $: TAX IDENTIFICATION NUMBER - 63-8-2 l 1 D TOTAL PARCEL AREA .............. • . 5.95 ACRES / / / / ll �oA (°s ZONING . ............. M1 EXISTING FENCE / / / + +� `$ e n f f/ / l r l do3 oA z ADDRESS DAWSON DRIVE CURRENT USE yAGWT fn L�j PROPOSED USE OFFICE/WAREHOUSE Z l`, EXISTING LOT AREA ............... 5.95 ACRES - z I OCr ll % _. - �� DEVELOPED LOT AREA 5.95 ACRES > c� IX w SETBACKcr w °q�s�s a �e � I I ,{I I t1; :n: I• o°REQUIRE PROVIDED o FRONT 75' 107.5 ww W +SIDE 25' 101.5 REAR 25' 160.0_J+ O BUILDING HEIGHT 60' (MAX.) 24' +�°alto"_wo`r W ZF FLOOR AREA 50,000 SQ. FT. DEVELOPED LOT AREA ...... 2.57 ACRES (PHASE 2) w L, DEVELOPED LOT AREA 3.38 ACRES (PHASE 3) r cs TOTAL DEVELOPED LOT AREA 5.95 ACRES o s•: I I / LOT AREA DISTURBED 7.15 ACRES I Q FAR ALLOWED 1.0 's +' °�.l 1 T FAR PROVIDED 0.19 l I� I _ MINIMUM LANDSCAPED AREA 25% 64,796 S.F. +4., LANDSCAPED AREA PROVIDED 92,878 SQ. FT. PROP. LOT 34' : $ (� �$ +� PARKING REQUIRE PROVIDED + `O °s,� PHASE 2 PHASE 3 PHASE 2 PHASE 3 V ZONED: M1 - - OFFICE p / f ) + 1 SPACE 250 S FT. 32 48 USE: VACANT i I• }' .I -� � � ( / o. ) .� `" TM P 6 3 - 8 - 3 °ram • WAREHOUSE °4 14. 6128 A CR E S 1 /EM a 12 • • • I ------ o - - ✓ TOTAL 40 60 42 59 > � 7'� PHAS III I L63 AP I ....PHAS II •---. TOTAL SPACES REQUIRED 100 l i 1 i f ,� l f/ I I •_ S - CENTRAL COCA -COLA TOTAL SPACES PROVIDED 101 y HANDICAP SPACES 2 2 -. (10 t r , T BCTTLING COMPANY, INC. • l Ii C P 1 LOADING SPACES I / / ! : I I `cis► -� - - DB 905 PG 568 j m i ZONED' M1 Q 3' t ^ V� PARKING LANDSCAPING USE: VACANT 0 C PARKING LOT PERIMETER 1130 FT. C PERIMETER TREES REQUIRED 28.25 (01/40 FT.) --PERIMETER TREES PROVIDED 29 16 -' INTERIOR TREES REQUIRED 10 (01/10 SP.) t l o j i ., • . gp INTERIOR TREES PROVIDED 10 - -Soo J , o ' ( TOTAL TREES REQUIRED .38.25 TOTAL TREES PROVIDED .39 C • •R , - PARKING LOT LANDSCAPING REQ'D. 1,558 SQ. FT. 0 5% 4r ! - PARKING LOT LANDSCAPING PROVIDED 3,516 SO. FT. � I NOTES: V W I: v a. f9IP r l }' i / l f + �9 ' ^,. �� i `' j -� 1 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE 0 C 3 v ( J Q j ! 1-� _ g00 I I I REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 1 I 2. ALL LIGHTING IS TO BE CONTROIlED TO PREVENT OFF -SITE GLARE. W � 1 1 Q Q 1 +AND 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA 1 t I fNut PRO. STR A117.1-92. Z Z 1 t. L� 1 �' 10 TYPE. DI- i I I•" -- 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST • � i /110 RIM= 793. 50 t ' � ': .. , .�-.. ��• - �« . . �.�� � :, •' .. _._ .. v 5. MARKED AND POSTED PER FREDERICK COUNTY FIRE r; 1 � ES _ TO BE f I ` j I �. �� ..' -� Z. -_ .. S43.51'32"W- ..... .. ..:......... 378.'UO \ EZ A5E I MARSHALI REQUIREMENTS a 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES F + 0 MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. (D I+ i LOT #1 a9� 2.7977 AC8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 M - �ACRES vl. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM = THE YEAR 2020 WATTS PLAN CALLS I-,/ I- t t FOR IMPR01/EMENTS TO BOTH 651 ��: M 1 I PROP. LINES. MAX. SIGN HEIGHT= 60'. MAX. SIGN AREA--100 S.F. _ - 37 - PLANTING SCHEDULE t JIJ t j 4WnY ELM ROAD) AND ROUTE I I USE: OFFICE _ IMR-A THESE IMPROVEMENTS MAY FURTHER t TMP 63-8-1 - -ET--- THIS PARCEL. I i I r o I W .. �' i _... , , i �3 aw 7 O fF CE I / 0 U S Z M�AI' rLtl,G. �iC.HI. �15 FT. - _ _. .•- -. ... -.. ' YY BRUSH .�-I and ES-2 I _ 0 � 1 � I+- _ .._ -... _ -__ T I ,_ tt+ i. 9i1 i(j ayi t u {_ 5,211911 17 OFFICE � t I _.� . �"_. _, '`� I MAX.�Bt�c� 1�t'h'i'- .`�5 I<i ; I BOTANICAL COMMON NAME SIZE AT TIME OF SPACING QUANTITY QUERCUS PALUSTRIS PIN OAK 2' CAL 0 6` NIGH AS SHOWN 22 ACER RUBRUM RED MAPLE 2' CAL. 0 6" HIGH AS SHOWN 13 KORNUS FLORIDA FLOWERING DOGWOOD 2' CAL. 0 6' HIGH AS SHOWN 4 1�U CRENATA "HETZII' HETZ HOLLY 36' HEIGHT 4'-0' O.C. 115 t ` � t � •.. RE`aU1RED --•--�---•---- _ - _ _. INV. OUT=783.50� I E OF 4` - �� SEEDING REQUIREMENTS � ► - F. F R;.)y``r r k: 4 ALL DISTURBED AREAS NOT PAVED WILL RELIEVE AT A MINIMUM 11,1B ..: S'�. n. F110 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: VAX E11f's(�'':.Id{ `REirpT_ I 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. CJI 70-120 LBS, MULCH PER 1,000 SO. FT. I + t EXISTING DETENTION POND L j�-'"��� FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE +- I ® I F i''�°� } - =' ` - '-i - ... TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A - f I I _'I E1 tT l MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. I I Una Ion t I Casa fid.r (E1 1) I a . e _- -- +� t VDH MON __� - _ _ - 90 A _ _ - - - J 800 49' 1 S43'08'28"W -- 24 _ _ __`t,� 93' 9� pD(R) E ROAD -- -- 5HA.�Y P05TEP 35 M.P.H. SPEED LIMIT _ VA. 5ECONDARY ROUTE 651 - --� r w TG yA S " (VAi�IABLE WIDTH IZM/)- .41 MILES CCR.4� H/C SCALD t RT 2 SIGHT DI60 0 FT f T. M. 63- A - 61 + - ISTANCE=50�'•- - S GENERAL ELECTRIC COMPANY SIGHT �,v FED 1'sinc 60 ft. I i ZONED: M 1 fi USE: MANUFACTURING00 - Y Y o o w�0 wow f- U> z vo�Y Nw0 Wiz �w _ w O C) r t 0� _ z SCALE DRAWN BY: ✓DS PROJECT NO. DATE: 10-12-00 SHEET 2 OF 6 ff Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 792.8 791 94.00 18 1.91 RCP 2 794.8 793 103.00 18 1.75 RCP 3 796.0 795 193.00 18 0.52 RCP 4 797.2 796.3 173.00 15 0.52 RCP 5 797.8 797.4 78.00 15 0.51 RCP 6 797.6 794.7 40.00 15 6.50 RCP 7 79&9 797.4 40.00 15 3.75 RCP 8 796.5 792.5 145.00 24 2.76 CMP 9 795.5 793 80.00 15 3.13 CMP R C8ext 788.3 788 10.00 24 2.50 RCP 10 787.8 783.50 182.00 24 2.36 RCP DITCH A 803.0 796.5 540 - 1.20 GRASS DITCH B 792.5 790.5 190 - 1.05 GRASS Storm Str. No. Inlet Summary Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 793.00 792.80 - 799.25 DI - 1 - 2 795.00 794.80 795.00 801,62 DI -3B 8 3 796.30 796.00 - 801.15 DI - 1 - 4 797.40 797.20 797.40 802.95 DI - 3B 6 5 - 797.80 - 801.70 DI - 3A 4 6 - 797.60 - 801.62 DI - 3B 10 7 - 798.90 - 802.95 DI - 3B 7 8 - 796.50 - - ES - 2 - 9 796.50 795.50 - 798,00 DI - 1 - 10 788.00 787.80 - 793.50 DI - 1 - 54' R/W (DAWSON DRIVE) 18' 18' I ' Ail r SM-1250 GRASS SHOULDER K.:. ' 4• IJ '25 r.Y 8" 21-8 CG-6 UD-4 TYPICAL CHANNEL UD- 4 & COMBINATION UNDERDRIANS TO DOWNSTREAM DROP INLETS. AGGREGATE LAYERS TO EXTEND I' BEYOND BACK OF CURB, TYPICAL ROAD SECTION - DAWSON DRIVE N.T.S. 25 MPH - 54' R/W 1647 TPD POP. EL 4R COND. PRO, STR 8 + TYPE• ES-1 1w.. = 796.50 546 �8 E �.. 8 . 7 --- P .ITEL=� ARKING SETBACK TELI ITEL1 TELL, M;; TEL 1'Et _ _ _ 1'EL _ TELL 699.38 4 25' B.R.L. _._ ` �� u., :�:� .�-rrb-•�,�- �^_ _ .._._._ .. _ ... Uj 1- F.H. ASSY. - 1-10"x6" TEE EXIST. STR_/ PRO. STR 7 1 -10' GATE VALVE 1 -s' GATE VALVEPRO. STR 6 TYPE. DST R 2 JTS. 10 SDR 21 a;TYPE DI-3B !/Q I 20.00' ) W WATER EASEMENT A 0 TYPE DI-3B PRO. STR 4 PRO. SJTR2 R/M-802 95 TYPE. DI- w GAAPH/C SCALE EXIST STR 1-10"x6" TEE 1-F.H. ASSY. W/G. & TEE 1-10" GATE VALVE 2 JTS. 10" SDR 21 1-10" PLUG t 1- F.H. A Y. RIM= 802.95 CG-12 HANDICAPPED ACCESS RAMPS I SHALL BE PROVIDED AS DIRECTED BY THE VDOT INSPECTOR. 30 15 0 30 50 ( IN FEET I inch = JO tt. TYPE. DI-38 RIM= 801.62 RIM= 801.62 1-10"x6" TEE- 1-F.H. ASSY. W/G.V. AND TEE is 0 10" GATE VALVE & 1-10' JOINT _1 PRO. STR 10/ PIPE. PLUG PROVIDED IN PHASE 1. TYPE DI-1 RIM= 793.50 LEGEND PROPOSED CONCRETE............. ° PROPOSED PAVEMENT (8- 21B/3- BM-2/11/2' SM-2A) . 7., PROPOSED SUPER PAVE (8' 218/3' BM-25.0/SM 12.50} UTILITY PEDESTALS 111 7 EXISTING STORM DRAINAGE & STRUCTURE �--- PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN - 4 w,-- EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX w +-- PROPOSED CURB & GUTTER PROPOSED CURB W/REV. GUTTER SLOPE PROPOSED FIRE LANE FIRE LANE ' > 11 EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE -ts PROPOSED UNDERGROUND UNDERGROUND ELECTRIC SERVICE ELEC (- PROPOSED UNDERGROUND TELEPHONE SINCE TEL1 PROPOSED GAS SERVICE - IGASI---- Twr. ni_ To SEWER & EXIST. STR 10 TYPE: DI-1 04D t ALL SEWER LATERALS u TO BE 4 DIAMETER FOR REMAINDER OF PLAN, SEE SHEET 2. � w z 0 z X Q w w Cr Of w a a w 5 w �p 0 Q C J C`J • 2 W GINlA J wa j�Ow O _o Uj a � v' z cnW� ~ a�Ow 6 :2 w a v c� _. 00 _ SCALE: DRAWN BY: IDS PROJECT NO. DATE: 10--12-00 SHEET 3 of 6 1 1.. Culvert Summary Storm Inlet Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 799.25 DI - 1 - 2 794.8 793 103.00 18 1.75 RCP 2 795,00 794.80 795.00 801.62 DI -313 8 3 796.0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801.15 DI - 1 - 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 3B 6 5 797.8 797.4 78.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 4 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801,62 DI - 36 10 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 313 7 8 796.5 792.5 145.00 24 2.76 CMP 8 - 796.50 - - ES - 2 - 9 795.5 793 80.00 15 3.13 CMP 9 796.50 795.50 - 798.00 DI - 1 - C8ext 788.3 788 10.00 24 2.50 RCP 10 788,00 787.80 - 793.50 DI - 1 - 10 787.8 783.50 182.00 24 2.36 RCP DITCH A 803.0 796.5 540 - 1.20 GRASS ' DITCH B 792.5 790.5 190 - 1.05 GPI ' t\ I 20 00' 1i N ES � � I I I N I 00 I I J/ I /j I T C I 03. 06 PROP. ELEC 4" COND. LEGEND EXISTING STORM DRAINAGE & STRUCTURE O PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER DRAINAGE FLOW - EXISTING GRADE PROPOSED GRADE PROPOSED GRADE -PHASE II PROPOSED EASEMENT AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION SEDIMENT TRAP ROCK FILLED CHECK DWrt ®RFCD DRAINAGE AREA BOUNDARY ....................... OUTLET PROTECTION SUMMARY CULVERT RIPRAP APRON APRON LENGTH WIDTH _CLASS C8 1 8' 4' C9 Al 4' 3' C1 1 6' 4' ROOF DR. Al 3' 2' 0 t M. 5I K 6 1 TYPE.• ES-1 INV. = 796.50 DITCH Side Slue Min. Depth, D Lining, L A 6:1 12' GRASS B 10:1 12" GRASS TEMPORARY SEDIMENT TRAP AREAS TO BE RETURNED TO FINISHED GRADES SHOWN FOLLOWING SITE STABILIZATION. GRASS LINED DI TCH ......................................................................................... .... TYPE= !TEtI 1TEL1 iTEU 1TELi TEL y k. TEL 1TEL1 ,TE \ 804 AUr 11 NCH A EX SHED I { J ,�Q .• � , '� _•--�.-- c`'`n '`� ti ---••- �J k INV. 797.67 1 J 802 -BECD _ _._ . _ w- _-_ _W g QQ aQ1.5Q / xfi y, F�F. 0.50 80 I I F2 .8 802.65 802.25 \ I 799.80 ! PROP. TELE. \ • C 801.00 PEDESTALLLJ z •, Z �; 1 �' z Z �l x aoo�2 f LLJ ° % �; S g ( 800.33 O t PRD. STR 9 _. I T C 803.75 T i' gC 1 o T. C 803. 0 7YPE: Dr-1 [ T 80,.40 f Rik= 798.00'�1 C 799.50 I �: I T C 801. 0 � �-� C 799. 5 ' T 804.30 T C 802.8U t 1 � �• ••, i 40 t 803.20 W I 1 T C 801.40 € C 7 .0 µ INV. 792.50 T C 804.7., T C 804.7 T C 80 .67 T C 803.67 i T 75 803.25 `� C 80 . � C� T C 799.40 ES-1 AND � � 803.25 ; T J i EC-1 REQUIRED T C 804.7 T C 803.75 804.75 [8-L, . OVERHEAD OVERHEAD OVE H OVERHEAD O C 430 DOOR DOOR DOOR DOOR 803.30 DOOR DOOR DOOR DOORITC 802.66 T C 80?.66 - - INV. 9 0 OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD OVERHEAD RHEAU OVERHEAD OVERHEAD 798 17 OVERHEAD DOf ' DOOR (g DR DOOR I DOOR L'OOR DOOR OWP DOOR DOOR I �) NE PRO05ED I I PROF 05Ep I FR0005ED OFFICE/W REHOUSE FRO 05ED OFFICE/W REHOU5E '1 FRO 05ED I o EXIST,PESTDR 110 OFFICE/W REHOUSE 10,00 50. FT. OFFICE/W REHOU5E 10,00n 50. FT. OFFICE/W REHOUSE T C 803.70 10,00 5Q. F.F. 804. F�6;w 10,00 ,5a FT. FT. 33 �" 10 OOG� . FT. F. . TCs44.00 UNI F.F. 4.33 � #4 + F.F. 80 .33 U0 #2 -•..• � ..: F.F. 8102.33 m C-;_,.ror-•� U N It #5 U O 3 I U NO #1 T C 01.5o I o I ' I I T C 2.0 1 --- 50.00' - 50.00' -- - I I -------50.00'_- 50.00' 1 � -- - - 50.00' 1 50.00' -7Vq 50.00' 50.00' 1 50.00' 50.00' oo •• '4 1. • . '° q• •..•.'• •a- •°.•'• ,• .• ' q ••,� • •,. . •\°••4. '�"A T C $0•J5 ° _ C 804,10 ,' - 03�25 C803'00 •' • 2. ' °• T G•802,50 -` a� �'• TC.8 1. 5 5 `~ q 8 2. 5 RFCD 10011, T C 799.40 l � I T 803.10 C • T C 802.75 PRO -1 C o 25 R STR 1 T c 801.1 T 802.85 PRO. STR 3 IMV, 55 i 799. \ I t TYPE. DI-1 T C 802.2 IM= 799.25 ES-1 AND 802 0 T C PHASE ll T C Q .75 ` ` EC-1 REQUIRED ( T 80 PRO. STR 5 .35 RI = 5 ,� � i • • • �' \ �I ' o I EXIST. STR ll TYPE- DI-3A I T C 80 . 803 0 T C 80 }, ( I _ _ C - - _ PROVIDE ES-1 RIM= 801.70 T 02 0 G 5 C 75 INV. 190.50 7 _ TC8 . • 00 soi- 8 IP\ 5 • I _- ." ..- V S.S. 4=' 804 -- -- - - - - -1 -•- -- -- -- a I IP T - 2.67.................................................... _.... - ...... - - - - s - �,77\ -... (- �p2 \ ..--- --- END CONSTRUCTION 0 CULVERT C3.- -_ - - - - I +�i 80 .4 HLPT 04.13 INV.= 795.54 I1` >9� IP .� K r� - c� DE ES 1 Pa YV ✓ V �; EX. DAWSOIV UR. 5�Wr5 MP 00+ 0+0!" 00+6 80 TA 7+50 OD+S 5 F� / r ` 4 �00 � 2 / P 4 00 r� 00+, END PHASE ll ROAD IfAY �'L I P �,'•. ��� P A'° i , EX. C8 EXTENSION 1 10, w 804 10' w o'"w 10" w 10• w T 80 1.70 T C 80 - - --.-' 1- - - - - - - - - - - - - -n 801.5 . ...........-------- --" �'� -- ---- - ----jo-- - -- -- 02.05 � PRO. STR 7 •. PRO. STR 6 ST. TR 6 I TYPE.- DI-3B PRO. STR 4 PRO. STR 21 TYPE Dr-3B TYPE. Dr 38 INV. = 7 25 TYPETYPE.,IP I T / • • • •• RIM= 802.95 TYPE. DI-3B �7RAPH/C SCALE .. �• D1-3B RIM= 801.62 , c��c EXIST. STR..�f8.... . • ... • • f RIM= 802,95 30 60 RIM= 801.62 TYPE. Dr-38 I I ( IN FEEr) O ... 1 ' 1 inPRO. STR 10ch = 30 ft. � ,� \ TYPE.• DI-1 1 RIM= 793.50 z w 0 Z � W w it Q w w w a 0 w w o 0 < N Q N .a 00 �y (ID 0L U€ OWN? S >w m `m C c m c of ..d J O • OD c w��j w 'aa > U. W iA a 3 OZ p �z� 0 W...� O w a �Azu"t``' v) z = c> wCEL,Z Q �Au"0w 00 _ Q O q bo �w O � w W SCALE: DRAWN BY- 'IDS PROJECT NO. DATE: 10-12-00 SHEET 4 OF 6 cost in place access door, centered in top (see note 1) varies 2' max. at property line (see note 2) roadway box E 2" type K copper _ tubing (no joints from main to curb stop) saddle with corporation stop water main ball valve curb stop with FIP ends, with 2" gate valve operating nut CUTOUT DETAIL typical Ford FC HH 77 HC-15B 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts "-'--solid support blocks under custom setter 6" stone bedding NOTES: 1. Access door shall be by Holliday Products or our approved equal: a) in non-troffic area - model no. S1 R3030 b) in traffic area - model no. H1R2424 4 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 concrete pad 1'-6* sq. x 6" deep screw type adjustable valve box 36" min. locator peg valve megolugged megalugs T, to main — megolug block 18' to 24 " 8"x 8"x 16" solid blocx (tor valves 12" and larger) 804 O W o I Z 792 i ,007, 79v 4. G I O < wE; Qr 768 G Z DATUM ELEV 0 765.00 Q N GATE VALVE Figure 8 concrete trench width as re wired 6" dia. schedule 40 steel pipe filled with - concrete and painted yellow 18' dia. concrete encasement FIRE HYDRANT ASSEMBLY Figure 9 7' Q_S 3 (LARD DETAIL 1r to installation d 1'-6" sq. x 6' deep locator peg rchanical joint ivel tee with branch '' by go et d r SSDR 35 21 � t d R er 43 bend ben od*W r , 2' r locator pep �J f� *.,; �. ,. - ,-- a¢:• _ . call u? �9. . vJ C•' 1. w minMum sal: 2f goateted pjoe and ratings 1i 35 8 x4" yaskeled belf wiv SCH N i.` evld c�qt prajedy roe ti 19' 36" mn. carer K.: 4>� trxwttd 2'x 4' with tap 6 panted green 4" pipe of 200R minknum grade K �R" .•c.' GRAVITY SEWER SERVICE LATERAL Figure 15 PHASE III - NOT PART OF THIS CONTRACI NOT APPROVED FOR CONSTRUCTION BY F.C.S.A. generol backfill 46 B"� ,a•� 8» a 24' carefully compocted select backfill O.D 6 atone oggregote STANDARD TRENCH & BEDDING Figure 1 t 450.00' VC ti zo HIGH POINT ELEV = 804.13 0 C. HIGH POINT STA = 8+58.35 + o Cr PVI STA = 7+25 LU Z PVI ELEV = 806.04 AD. _ -522 U I K = 86.20 Z g z V. S.O. = 339 O �� "' o o _J "' ti PROP SED SEWER MH 12 CL k'-I STA- 7 23.30 (37' Rt) 00 o+ 00 S PROP. STR. 4 w o, n+ o g RIM= . 2.25 �, 8 o II STA 10+15.41 (20' Rf) Q z n g '"� ,� INV. IN 793.45 �s g c`' l� 'Q i � c`r w N; g II � ^, ^ �, p` co a; _ TYPE -DI-3B THROAT=6' a a, �, o N II INV. 0 = 793.25 c., a ; II „ w RIM= 802.95 o II + 03 S �' S INV IN = 797.40 PROP. STR. 5 ..� CO 4. n II ��.. CL:p co Z O I Q. °p z O `r' °' Ln II z OC e � GJ it _ z � INV. OUT= 797.20 STA Ili (38.9' RO A i a. t„ PROP. GRADE n- � - - TYPE -3A THROAT=4 EX. GRADE U i RIM- 1.70 > - ---- — INV. 0 = 797,80 m Ca 36" MIN._ COVER, FROM- -- _ _- _ — 45. WATER MAIN TO FINISHED GRADE C5-78 fT 1 C4-1 73 FT 15" RCP ® 2% * 5 75% C3-193 C2_ 103 FT 18 RCP®1. - VC SEWER 215� 282 �' -/IOTA �ENGSN) STA: 5+01.06 .; 1-10 W TEE 1-F.H. ASSEMBLY CONTRACTOR TO RELAY EXISTING PIPE AT 2.15% ' CP ® 0.527. STA: 10+85.00 238 FT. - 8 PVC SEWER ®0.659� i- FIRE HYDRANT ASS'Y 1-10 W TEE 1-10" GATE VALVE 40 FT. SDR 35 ,2 JTS. 10" SDR 21 (TO END PHASE IT) STA: 8+58.35 1-10" PLUG STA 7+41.79 1-AIR RELEASE VALVE 1- FIRE HYDRANT ASS'Y. LOCATE AT HIGH POINT 1-10" GATE VALVE OF WATERLINE 2 JTS. 10" SDR 21 2-JTS PIPE (TO END PHASE If) STA--7+31-74 i (2 DOMESTIC SERVICE STA: 7+28.71 1-10 "X6" TEE 1-6" GATE VALVE 6" FIRE SERVICE CD w NCO v rn NN co c0 the cV a-)N O00 c0 �� c0 O� v �� a� �� O u� ,a.N O �00 00� O ni opt oo� rt 00L6 op� t� 00� 00 00� O rn� N rn� rn� r\ rn� a� o�°p _. N ON ON �� �� �� �� �� I� 00 l� 00 O O cc op O�ti O 00 00 O� O 00 00 O� O 00 � O� O 00 00 O� O 00 � OKj O orJ b0 Orrj O 0Q o0 O 00 00 O 0p o0 O 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PROFILE - DA I SON DRIVE SCALE- 1 "= 50 ' HOR/Z 1 "= 5 ' VERT. 9+00 10+00 11+00 12+00 Z 0 LAJ 2:W Cr O /TWA U 6d U W a C) O I Q O N Tq- 00 6y ,cis >gIL 04 O lD m c c m all J O • cCY cli *P4 yfi It>LLW G1�NlA J o Lj UW,ow S U � � UJ Z � z Q W�•0 LJ0w V :2 Lid a- 2 01.y G G Q LQ L qFee- t�rc `V O O� z Ln 0 O � v SCALE: 7 "=50' DRAWN BY: ✓. D. S. PROJECT NO. — DATE: 70-12-00 SHEET 5 of 6 CONSTRUCTION OF A SILT FENCE I"- 17 FT. W 1 SILT FENCE CUL VER T INLET (WITHOUT WIRE SUPPORT) STONE CONSTRUCTION ENTRANCE ROCK CHECK" DAM PR O TE C TI01 11 r V 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 2 ACRES OR LESS OF DRAINAGE AREA: 70' MIN EXISTING 4'. 4' rooD SAWN ENDWALL STAKES. A PAVEMENT ti \• 0 6'MAX. ------ 3 5:1 7 'tee Ra6-4 Lam. = x ISLOK r� opAbusE �-•� f. i �, pip\ 8" w/Sr t• OhTttM p H = 4 I -I I I- /� FILTER CLOTH AVAT r f i s', b' MEWED) J I Imo.) MOUNTABLE BERM w�0 POST ORIGINAL GROUND 6" MIN. A (OPTIONAL) ISO! IYSE k ELEVATION 3` 4- S) OK BOLTS �' o �{{ VS. VIM REa� TOE OF FILL CULVERT � - /r-� I I it SIDE ELEVATION FILTER CLOTH 4", 4' WOW 6• %Q w/ 6o, A A EXISTING GROUND (OPTIONAL) - r I =L � e �► 4 FLOW �r , / (DOWNSTREAM VIEW) i �� 70' MIN. ORIGINAL GROUND ELEV. III I,III 1" B WASHRACK 10' MIN, VDOT #1 12*Ok .61 _ 4' I COARSE AGGREGATE r TM - Exe POST roan+(, I i 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 10' MIN. I t* OF 4) 6 I I-_ - - - -III- COAP.SE AGGREGATE TO STAKES AND EXTEND THE EXCAVATED SOILT. 12' MIN. �-- EXISTING � 3 IT INTO THE TRENCH. PAVEMENT 2 j f- a SECTION A IIY r (2) 6• caNERErE `^ -1 I (EXCAVATED) - I� 0 1 2 1xLED POST FILTER CLOTH 0 o TOE OF FILL + �, " -, i i-I i 1-I ,-, i CUSS I RIP RAP VDOT #1 ~� POSITIVE DRAINAGE ]0' MIN. \ SILT FENCE o o /� % COURSE AGGREGATE B + TO SEDIMENT CROSS SECTION OF OL(rLET j TRAPPING DEVICE 2-10 ACRES OF DRAINAGE AREA: _ DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT !' - •MUST EXTEND FULL WIDTH IIII IIII PLAN VIEW _:. A - �� OF INGRESS AND EGRESS PLAN VIEW FLOW OPERATION DIVERSION IO 1 ' a' , DIKE ,y FLOW / I 72' MIN. 8" 014,E nM 3:; s CMS I111f24S1016 wr tfAW •�.. .. t� k ., coofcnm OPTIONAL STONE COMBINATION III III 3• MIN. 3 a o o JrF`• - 4 FILTER CLOTH SHEET FLOW INSTALLATION „ _ 3' MIN. OPTIONAL)TIER -- S' ADIUSTAME DRILL HMS M (PERSPECTIVE VIEW) -- -�_ " MWA 4 M LOCK WES fI OKN I.0' •.5' ! I FILTER CLOTH Sifd AND GLOM Posma45 Il i►{I F o. FILTER SECTION A - A (DOWNSTREAM VIEW) 2 {2) 24' LONG Sf6' ACOS CLOTH A A 6'- 7 VDOT #1 AU. ILIIII,ro WELD EXCAVATED COARSE AGGREGATE FLOW COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 5' / / \ + 4!' +, ♦t . �'"+ f FLOW 2 3' •I IxaDE TEMPORARY SEDIMENT TRAP; rO 4 a nDUGH SOON (cow. A4 Rp4) NOT TO SCALE 8'�4"FNO 3 POINTS A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE 3•-n •VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION B - B CLASS I RIPRAP HIGH VELOCITY of FLOW IS EXPECTED (FRONT ELEVATION) _ SEDIMENT TRAP A B FRONT ELEVATION SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 Sri Adapted from lmtahtion of Straw and Fabric Filter Barrim's for Sediment ControlYA. IISKC -PLATE. 3.05-2 SOURCE: ADAPTED from 1983 tlalyland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 SOURCE: VA. DSWC PLATE. 3.20-1 STMDAD TRASH E jCLO&ME DEPAII, OUTLET WEIR LENGTH, A 12,0 15,0 slavocid and Tyant TOP BERM WIDTH, W 4,0 4,5 RIP RAP TOP WIDTH, B 3.0 3.5 _ HEIGHT TO OUTLET BOTTOM Ho 3.0 3,5 J ro� n, r ENO SECTION i2`-60°PIPE A_TFRNATF END -SECTION 12. 60" PtPF ES _ p�, 7 ALTERNATE CONNECTION co•+r• 90I'LAAi -4C•+2 a ( HEIGHT OF BERM, H 4.0 4,0 'u0 C-0 a. ot!kl end NOW's Hub snA m 0�'dl ffv3- se[1�,ara _.._•.V((' LR>♦ _.L^..-_ M - I YMl � ... Giv1+uMXT WAIT i Where 41p'lrnAY. _ o � 50.gnIs d7r. rde•and-,tche ii .-.. Sprgm end a;. a.t and secrena 1 _ ... - Ditl. _ - _ _ - 14 -_ _ - dHE.0 J2'K o. o.• o.a ^o r L r._ [aa. 1 �• -r_ qia --- Camector Section - Ae un co-jr _. Cow ate/ >•r• o ire . s wa 1 ( ! _. G --` Jena' �.,.;�,n�rSx- avan GRAVEL CURB INLET SEDIMENT /- - I 1 1r X r X I X1 _ 1 ^- - t m ar +n ` imuaare,xp,+m°n „ a.._ 111 k+as E Correia to be _ �XIE Concrete to he 1 DROP IN SEDIMENT A VEL AND WIRE S -- __ ��. g s _1- LET SED FILTER I y 4000 PSI Min ; I ROOD PSI Ian - --- _FILTER f"'___...._•-. •\•. I 1 i ._._,-_--�._ .i•O, __"{ t'-._i. .--.-- ryprx KIrAWArE R,<dAR -__ ! "`�-�;�- _ ' I ____h__-! ._.-_._...•,•__ __ __ .._ to# USE At APPiiCVl l' STRCET f PLAN PLAN Toe plots to be punched to match antes n Skirt k#. 3!8" gaty baits min! r ' ! tr Ct iDwNECr GWs AMD OYYfrCrH •For l T"4t !ar Enj'C'eV o-,vW I Agd.Y TrrrC, Trwllc Mrc+{Ydif tc ne tUrn15lfed Lerx}tn of roe punched ,� w• ,o" For s m 3o"dro pros 0t v+ t s RAD1� f'lAN «r� • f"°'t "E�s Ana sfe,.Axd cc: n ,rr m>» L Rem(Orceu for 36" to 60" dra. pipe-�"••- �`\\ C ____.- ®-___- I Fdge a to be mode err one prece j skirt Section for Ic to 30" tiw pipe A - Skirt Section 4 Skirt Section bit 36" to 54" do pipe ma) be mode born two sheets to•ft*d by r1v41 - TO 11 $WWrI / i ` --`` ...- =3) �''/ s nit or bon,nq a, centertltx,60"may becrb+strutTed,n3allxes. i•8 YM ..i•4 ._ r� .ers'tw.wre �d `��"-• _ _._------- n - -- r pPe / +- srel Fair( caaterl Connector Secnon, Corner Plate and Too Plot* to be some street th;ckr,"SCs skirt. - - - - - _ 418 MIN. (2 MIN. DEPTH) ~ l--y�, 3 Erxi-se.:twns and frifarps :n `o t:e strel cr a!urrvirum olioy Oar u.e with like FtpC _ (� a o - f. . - 20' ox. SidwrrA ar •.' 4 `t - ^ o ',00b�go'�' °o GRAVEL 1 PTH - - +. • � RUNOFF WATER I D __ _. .. _....-._ r_ _ __ c A�Da ri SAau 4T '.,P ► �•''a. "• e • e D _._ _. .. �i--- w �4 ,y -T 1---.�.. _ ... � - a�^;dw• 0. b� WITH SEDIMENT \� SECTION X-X END VIEW SECTION X-X ENO VIEW I- --�o'� r- --' -- -_ . _. - 4 EK TI _, 4 I _ PLAN Whe+e Fared Eno -Sections crc .-.AN �y ✓j�( ` -Approx 2 by'.1 Slopl! r__.. _ •� alf " „ - i2 _ e_.- _1 2� a m be coated to be JL*O Aar havrxi. ' 1 I I I i „ y� A.___...., I ANGLNT PLAN Aso END -SECTION DMINS04 - cooled and paved meat Droe- I pAM A B C D E sAi+ErR4 - _ ernJ sectlats dO foot need i ' I ^' - te�r_I - v cw _ W 2 0 2 0 4 d 7 0" I E brr-� rs rn fNN A e ar S rr f 9 �, sArmar J r ra• 3" I'-1" W-O" 7-6" N r a GRAVEL FILTER t2" !0' - ,� r I r r»!sa Srd.(� , ta: l 1, urM. ILA -...g' �''3 I'•4'" 4'^()•'-Q I --.10'2�` ,_ O _ "�'. t --*- '� I I I . C D a ecr o n , .�3 Cw•tr mat , A4 N deo,rJ rl!n yf I -I IIII I III- RUNOFF WATER WIRE MESH T /{��,, qrr 24 3-T" 2 S" 6' I" 4 0` " 3r _ -t L+s ._ ' I vdn.a:r a pa.arow to darroa! . xd v "Im Sara Ito re ."we of rdow r).or r e+a nor ,.*'�p _.'W _�. fr7rn V Ywtts!/r arr4pl- - --___ ____ .ra. tn+ad apq aVms FILTERED WATER .11i Ms Pd Bute arsty, cam rn pxar tro wu;iTuuo r-rdry ,ra! M nr"tapd A an e< SEDIMENT + WIRE MESH " „ - rAA,Q77R 6- 3 V-10 e"^t a 0" _ T _ _; _-.CROSS-SECTIONa IJJx wan s - - r!ndd d- is nv a. rco d 1 m ,, r. d r h we Ab .a ry i- WATER - -�c.-^ 4natvsr�r r* - y_L,,, r 1 _ FNrWI A/dar d SOD ro oe ed ba"L rfrn ro rHxv' w , r 42 I - 9" 5 3" 2 II` ! 8-2" 6 6" z- 8 _ 7 T -L e r e ' w covrrucfkn JAAN .11 r ,arm : FILTERED L ER + + _ _ TYPICAL ,AdDr. -.L-.... ._ __ 4" _ _ -'7^� _. __T------•-. �_....Ca_ __...•-.-- fJ rya /kv rs 4racas/. AYE, atarr De Or.eWeu For aawm Ow, ,0 )tor adrW'Mrq ria•af 14 # e+ • Sf eFs �_ 54EET THICK E56 " rrau Ran M cnlfn ++ 4W I Lv-07 6'-0' 2 2" 7-O" ONE _ -_ g- ear. ana rwcrea10 a41110-w ($Do Precanomcr ,J _- �__, as t _..... A 8 H i T w c -roe ! o...,. A *. ++ AttAMINUsM i .. 7N A A *a n Wisp drat oa, .. ro n Ap s , rr sire a ! re ar ro ,suer ew p 11.0 A+wu d Fro , u +4• + i�'+ _ _T 12M --p64r 060 6 A. 6" 2t• 24' 24' CT !� praosr a• cosy !n pea, /turr. , 1 Ora, d (.,w /.sot. YlNmna ,aavre crwr r :j'. *,p+ ,�• _ is �4 �a. 6. 26. 30. 24 I *44 ' f _------__-___ H }. T.... T__ . s--._ I •S . rav$ 0 ,7r•c C.rb r ..ran n.,,w'aa wt am For d+naWruceunr Fri ra _ c----_..-.a_. ------- -T---- t- ---, _. d �, p,: rydrurwc c..tae • __t. W . 064 080 e I 31" 38 24 ,aue Cans) Cecnrs S/derma', aN E,pwoeo w4vo de skii cw sof 1nypse. ,+ I^'•'-� t�.._.1,,, .-060 to-_. 12 T_ 4Y 2! i //-Jdrt s •e �7 eo?E PpsengiM+how anponsae I Toe rlai*i._.Y.a �'A_. Lweuara.:..,. oic,rowuwrmAgarWon.ar..wfw.wuvorwxy,oe+rnQyaa,r SPECIFIC APPLICATION SEDIMENT III .-,..... i hosed on ErW Secrror. dNrgr sM,wn ? 2!".064, 060` 10 1 lS a 41 4e 24 _ /a ctde.rnra w4 P1tsr. ---__.. - ; m d,a +A• +1 IN cnntroeMr Wets � -'-'"' � 064" 073` P!• 76" r 5I" 80'' Z4- ? � ���- . -_� r ,wtin ✓sW 7n con/unUon +•7r. S+wdors fC�! a� 7. Arrc o,re /.o. w+ rN, Srunpord !, / ! i rouse rrw arlsunp+e dasyp, t.-o„ -'--..- H4N4!s on 12 Cen►s.o-Moz. -.-._- '- _ _.__-�__�..._�-_ : _ '_.__..�___1- _- ._ ro n rM/wrd ro n,dfn nr woaaua, a.+e Far/ d1of. 'CONCRETE GUTTER _4 12" 38' 064" O7tS� !4 19• 9 6d M" 38 Th. rrgfd,eogtn4 ."I be nwv-ad by _-_ _.__..._ •..- _-r--}--�- '- •----,r -- r..... --._� A CURB INLET p Wp Rpmf,+ are As W-110 a, 4,.x.n M rr. • THIS METHOD OF INLET PROTECTION IS APPLICABLE I IledrlNrwer tkmenw,'b ELEVATION _ a' A,daft'� .O:rN.wB �VIIW 'of,a+a!,a✓awasa +rnc,s EyftfMemoarxn.Jaadm!,a.,ar,Jnns.rand�noowf.dxoe!�a&:!m,ov Aoror i z 36' tw r w, a .r n d ,Jaw.oe ,w..w fW] , IftfC0n oe aaarcv~erasrsd aN �" "'I dy a a r7rwa,,, d ;0n C' ,rd.vaN N .,rurng. WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, •-...':_. __•-T."---••+- . ,.. t ,Paca�hu, A�+j�! <,y u: d0 roosA.lh✓✓ s:kr �xv r do 'w taro 42- D64 l05 16 2 N 8 9A 36 4� 064 106 to 27 r2 Te . 90 24 d. n:m,Wyr aJ,x,.,.f,fw e+a..•es . o paAdi a Ita4 I/V i in •a a drr,w rto p,ddlriu crwN..ma m tA..n m Am.. BUT NOT WHERE PONDING AROUND THE STRUCTURE SLOPE DETAt 64 Flog" ran wren r RP04 OWL e,•.arse Fro tra+nAA•.N,+w. d w n adnd aavro ..MaA, Ar.,o lr a MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE SPECIFIC APPLICATION 4 FLARED END -SECTION FOR 12 - 60 MET 2 aT N, SPECIFICATION --- -- F'wro kNaaa rrr. bd;ana.a 4o r,emA.erc .An dw al/en ApfM. e. IB - _..._.._.-----.. --- SPECIFICATION ° " af+rnr. ,de TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS AL PIPE CULVERTS REFERENCE CURB RAMP f,Frer,ct - ` - VIRGINIA DEPARTMEN i 302 - 302 _ (f FRSONS W11 H M019Jr_fl Y {Ira AIRMt NI S) THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS VIRGINIA DEPARTMENT or ° WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE TRANSW.i1TATtON rr lAAy rra A/A DE PAPr,IF ,r Y rR.w,PpAr Ar d]v 50e TRANSPORTATION 102.02 R"'� •�yi INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED _ -..__ ... _ . _ _ . _ __ _-----__-_- ! GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AREAS. AGGREGATE. - GRAVEL SHALL BE VDOT Ij3• #367 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-2 SOURCE: VA. DSWC PLATE 3.07-6 Prune codominote tenders -_- DO NOT prune terminal leader or branch tips Prune rubbing or - cross branches xx Sir«I upaom,, eau, cc-n DETAIL I DETAIL 2 DETAIL 3 B EC 1 (Rci In be m A psfodng oa'�kv ,hewn nn "tans) "n.t- t*odve to be down on plv.s.,/ i` o tr .-c I __-- -Prune narrow crotch angles \ axb aW gutter // _ e j T= _. I A t A - A i I DO NOT stake or wrap and water spouts I 4 54•d CG-6• - r� / T l ) � ` � L •_� � 3�n trunk unless necessary Prune broken branches s~ " r -! ` l # r I - p� Remove all taps and labels �t2 C:oasA3fNE.S. e-'-a• �,C F - �___ I ,OptiW.olrew Lns� 4 • _�-_•�„-______ v� V O o Prune suckers Evaawm t 'j E,puii 'rant A _J SECTION C-C t~ 344 --- -� g Cut away all boling ropes --,, 2�-3� mulch kept away from trunk wklth ^e' 2,_0.CLAN VIEW . or os �- oy 7L�_ � . -.. (.i - r��-aSoil well to contain water `' '�'�; _ ! '� �_-• N ! ! Remove top of wire basket Fi N ~ ZVi o4 paroba,a ewve "O1ex"u-~ q - i i `z. / / UNAMENDED bockfill soil fe' Comtr, o Gr.a. cn .s .nth v - - .+ ^ F,br,c C,entsxliM TabIK SECT A -A y I PrM ` SECTION A -A ral;.c G.r<naxuw `. -� Q SECT)ON A -A N 0, emi Widen and score hole wall g to Pardbofic cdrv. • ,I..A.de )pan for ao. fwwvr irl,tolletiw. ��`-- _ Partially backfill, water to v Edge ar Sha .tar // B ws.. _ p ppe,na. for Wp, drab I" M. hngal settle soil, finish backfiflin J a cpt.r,olrw. tin. - L-.� Siro.== - �-- NOTES ru aWtpY ,a .nslo"oI one au.ar- tI n •c *o.wn Ih. pr.s' a, -I'- ins manna Area for water drainage -- - when st•d r.n 1. used rp Suisse« bon Remove container and cut circling Leave solid sal pedestal - do rd.h4wr "` e ! Mo..- ""•-- r� n eonl'unction will) VDOT prajea.ls, plru.e SIOpe G a • '•��-'�= -- - ._ � D nela Ike rolawng� as art) SK0.+dory Maeda m,fml.inn reavirmg aro„en .arrNu Mc",a ra a. np -� .ndr-p a ends .,hnn �..pecd,.a an pia,", c;nstructnn n to bs m dcr-aaown wrh roots If container -grown, Or a5 much <netruu.d .-__._. .i ° not dig deeper than ball depth D M x uc+sn. pdv.m. nt sand ha � iir.3p -------- i \ D.ee.1 2 .hot. abo�.s I 40'11 to Streel eo-antctlon. to tks /W find fo t an a--»-_._. -+ik I. r fees j 2ao.,rdbh Far can»uradEn!r.' ,tabdxman reate.a be -D- W. ___ - D_-_- - � �QtP burlap as possible if field grown pav,m,nt .4,fch cm be amilt,d in 5 16n 1M ♦nlrsnce.l O �7 SECTION A - A A Rath cwb ,r cambnot•on ctvb DD*1 ^� end gutter ej not be a sus .aC.0/ to, b.YortheR!W I ., - `. - ,._ L r J / Gam.mM rubric t0 tr eatullod 0 a,{ -Wm wrard dons ra accordonu r V O /� ••))• l e sve<dkmwns g hale - times root ball width ` -, r Guidelines for Grade Chonge la when anal in aonurction reich Sidi J C. 3 w GG- 1, II„ curb Ions on INS r i( 1 Dry RIP Rap N. DEPTH StIondard .a to be adivat.d to match tns _Roo ma Enira,ca Vekms Defidbie Yn untabi, curb conf g otbon liens file Rip' rsgn lmws In-'500 VPDI D r. 3 X S« Standord CO-12 for rwb Romp d.,+, - clan I 2' TR>5I� PLANTER DEPAII, to be 4 with Its, Se -dale SECTION 8-8 Close II 3' no scale MSGum ($00-1500 VPO> ! 3 x e r -� Wf+M if,. antronce rud, caruro! occaa+moCW. Le. rhea Man $GD YPOI 6 ! the Iur.Viyy r.4ue aw,dnts of aralclpolsd hea.y 0 1 B z frisk ti eonelde,.t,w snoutd be glue,, to P' F incrsoany pd ldaent I" deg to or propas-f H ad ` sidewalk to 7 inn hse ♦ Aral Tyyca Sli show or pins or nor•nal side swod, bottom w.den, and auxn X0p9ondi1oe4na mdy b. used for entrance, Df clwra,N• ditch or nalwot ground. V'ci In cut featfons, n Dptkr•dl Ii -the mdy •,Ru`r. war pk.q of o pwtwn of guttw to pre,krAa pondrg el -ale) �- J filbert w. clif f Ord &associates inc. SPECIFICATION - Id A. Mislowsky, rz METHOD OF TREATMENT- REFERENCE STONE FOR EROSION CONTROL _ CONNECTION FOR STREET INTERSECTIONS 2"4 3a3 CERTIFICATE No. VIRGINIA DEPARTMENT • • son AND COMMERCIAL EN?RA.'"I ,ES -- 445 `� 2067b Z �__ w •- VIRG!MADEPARTMENT CF IRANSPORTATION _ -- - ZOs.O$ - TRANSPORT Engineers Land Planners Surveyors -AIION _.. I14.0! 1 ZG14 Da R GISTERED 150-C Olde Greenwich Dr. 200 North Cameron S1 a PROFESSIONAL Fredericksburg, Virginia 22401 z ur 9r 9� inia Winchester, Virginia 2260 _ ENGINEER _ PHONE: (540) 898-2115 PHnNF• lS40) 8,67-7I.3 , LD CONSTRUCTION NOTES D GENERAL - , 1. The contractor shall furnish 'all moterials, labor and equipment and perform all work including restoration for the completed' installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vir inia De artment of Trans ortation, Vir inia gg 'Department of Health, Frederick County Sanitation Authority and the contract documentsP 9 r h lexisting.`y,however, h r n, 2. The enginee as :attempted to locate subsurface utilities; such may exist that are, not show The contractor shall exercise care in this woPk so as to avoid damage to any utilities. Any damage shall be the contractor's responsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss. Utility' 1-800-257-77W 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve ail cut sheets. 4. Any unusual subsurface conditions encountered 'during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner: :- 4, Y kn - r.g -:F _ 5. Contractor to obtain, of ,his expense,. all permits required of this work and shall faithfully adhere to the permit � ��.m..u,� _ s� , � .. L. , ., �. ...-- a, , ,, , _..-rof . ,;„ , . ,. �• -` ,.,, �.; � , ; , • ;'`�/� ` �' conditions imposed. ) t ' ; : r" u 6. All . rail for improvement's to be confined to the project area. An work performed offsite is the Contractors _ w t' sponsrb' Ing ty. .., -... - ,^,'n•. -. ...!',<� - '. i '..° r. 4iSr°. .., �', ....� 'h ``Si S }.? .... «. 2 fa JP v:� '4` -.,," • 7.Cutsheets shall be submitted to the En ineer for a roval rior to orderin structures and start of construction.�;., 9 Pp 9 All cuts should show existing round elevations at centerline of utility, structure or r n helevation. U=. • . 9 9 Y' u e rood, and offset hub r.Y �. :: •� J k G 3 -, a , f 4 , ,..,{. ,h rn '.1' J i ,+ ... . <,,i • i`° .5 ' t. ,. .... ° f�c ' • r •J0. ' aS10�I CONTROL 1. A and. Disturbance Permit will be required prior Initiatingi .. ., .. .. r. . d ,, ' '' L eq d p to any site work. This permit can be obtained from the ay ,,>r n •„ ..„,.,.. , m., - , ,., � s� t • ,.,L nFrederick Co ty Public Works Department. w R r, r -. �•�� 2 �fm � ,��� � _ _�` f . bM '` i, 4 .✓ -. ,i' * - , . f. u - -. ,a`i : r4 ,s.... ,.. n:..Vy t P ,. ;.'. '. '... 2; Tem ora and permanent erosion control r r m h Virginia - x ry m sstructures es and methods to be n accordance with the , Erosion Control Guidelines and local ordinances and to be utilized Burin the construction eriod. y, _ ry . ,M. 9 �., 3: All erosion control structures shown. or as required Bunn construction shall be conkinuou I maintained ." ,y .. � , . , gCC -•w ., ., }b. ✓: } +ae -s, --',. s �'?'`.« S.b A '�,-'i;�s;'2 � �.:...;- �-''si•� .:..a� b? .. s, �,.. ,:, _ f Lg ✓•. J 1., 4ri .:S,. 5. F�,+t>.,i.,.• • ,,c _L, . +•''. m. is ,� '",'.'� '-."�> throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed ; g� r at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 c%i"endor days s "`i ... , ~r• P 9 9, y when construction is not in pro ress. .i 1' , c § r .L 4'.A' r •3. -;i ..r ,: i•✓s .:v .P.` i•'..ryr. 4. Contractor to clean u and res�ore disturbed areas immediately upon completion of i e-la rn in the affected ` . �" : , r �. w. •.�': � • . � ..a •. �._;', ' �, , `� > ` �' ��, .. ,'• ' ., , . P Y P P P P Y 9 ,• � , € area, :. 5. All unpaved .areas of the site which are disturbed b this construction shall be provided with 4" topsoil, i P Y P P -t -i fertilized seeded compacted and mulched. Se d d o w r n cared for as necessary to rc;,,,e a .•, mY , x,>,,, ;; , _ �,�• _ .-. � ^- ., ° ,F' ��' ". :_, .. . , : > c ae be t be watered and c ed � 9 ,' ,..,,. < . .� :. 4,. - � ,: .� ; , . , ; P P 4 :: L 1 a A n.,w .. good lawn unlit rass cover. Areas riot railed sha.l be disced leveled and seeded to achieve lawn ,,UL,dit+on . .,. r � ,:, . � ,. ITE � .. ,.-..-•. � :. '° �� , .. h . : -- .. .r. >' ' ,.. '.'h •"`{ ti�a� _ 4�4„,'r ti , FIRE 8c RESCUE y" 11 air .. qr �„ __' • jj a 1. Burningof land clearingdebris requires a permit from the Fire Marshal'. Burningof construction debris on site is prohibited. J y . 2. Access for emergency vehicles must be maintained at all times during construction. Temporarystreet signs Rr �` . ,, ;`;.. .; :, must be posted as construction begins. Contractor must ensure that parked vehicles do not impede oc:;'dss to fire ' ` n �rF? � hydrants, Fire Hydrants are not to be obstructed at any time. m- ' FREDERICK COUNTY SANITATION. AUTHORITY ..; 4 >- ah ; • '`af-, -.p 1. Water and sewer lines are to be constructed in accordance with these Ions and specifications and shall �•'�;` r- � ., , i , �� , ,.e; ��,• � `�' ` p additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shallcoordinate r v �.. r, x._ - •..u.. "v, x, •,.. '7. Y .n s ,:.a <,y y...,: �.:'t - °. ...:.,N'hs� u<. µ. _. •. c. ., s ,+ v ry. :, .r'' : :... : P-',k -:,.'S.10. k" .::._:: . > m i•: .f: `s.... ",�,e ', , .Y �S ��a:.r ` � °. . with this agency and arran e for inspection by the Sanitation Authority as necessary.,'- .. • '•., ., • ,„ • _ ;,. , -. .. � ti ,,, {, f ,•. • 9 Y 9 P y,. r'i: §. ,..,,.. b ,. �. ,{• '.'P . ,d'§f.,:J' ..J,.t„ (� '„6. ,q ... .i "' ? i•Snriti:"h - P 2. ExactLocations for sewer and water services to be directed b the Frederick Count Sanitation .Authorit ,•.• <_,,.i; .�, :.• , ,.,'. ^ � ..}.., . c> 4 � � �'• , . .-. � ,._ , •,,rA. a,,. ',, :Y Y Y � • ' .• ty 4 e'd •�.,.., , ... n�+ir :,. •, .s ''...'t:.. 3 o-. rInspector Inspector in the field. Contractor to provide assistance as the ma in this effort. P PY •.)t r ,..,.. �:P' > -,. ',.::'. .a, , # .. , ..:...., f ,a •'^mT.§i: d'4 .,..,: �:•:,'.>. 3. Temporary Termination of sewer Imo shall be plugged with o waterti lit plug. The ends of the laterals shall be - + �'� . P ry: p 9 P. 9 ,% marked with a treated'. 2x4� post extending from the lug eighteen g18 inches above the round. The to six 6 , �<• ,Lit•; ;. �•� '.• '' �•�� � � f 5,� � :, • �: �,, . • P: 9 9 9 l) : 9 A �) 3, inches of the post shall be pointed icon. Sewer lateral elevations to be compatible with gravity service to proposed : r- buildings as shown on the Architectural drawings, r ` _, � ,• •' • ti _ °' , 3 t,��• • " • 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1 the frame and cover be properly aligned with its meter box and yoke bar, 2 the frame and cover be set to final ,• �" <_,_ °� ; ::, . - . ,,, , r ;` :� , , � M1 ',.�. � _ � ••..: �<v,,. >r; ��� • grade of the lot, 3 the distance. between' the to of the cover and the yoke bar be between 18 and 21 inches, and 4 T y t all components of the meter box assembly to be in proper working order. It is the contractors responsibilityto have :�., P Y P P 9 y i the meter boz installed Y r� t correct) ro t f= Owner/Developer: S. The Frederick County Sanitation . Authority h shall install II w r n sewer services h n existing lines.. ,:. c ty s a a ate and se e se ices that connect to exist n •+_ ,; ,. ; ., : k �. ..� ..• .. �,.,, yU „r. C. BFtUCE DAWSON The location of the to and he termination point the lateral are wi A u th o riassistant i p t t p of eat a e to be th the ut o ty s g _,,rti; erl °Weer. • r-:W. ,,,:.. ,w - - ,: ":' 11 �, .w M1 �.,.:w, .,. • .' � •Y:, • -A INDUSTRIAL DRIVE s ;. 6. The FrederickCo.nSanitation A � � h 1 Imaterials :.:. , , .,, •.: ,> ,..,, „ c C t g.Authority sal to al existing waterlines. The will furnish the for and J . ,_ .: .:.. .,, :� •.4w :. '� . ,,.. , � ,, YY P 9 Y ,. - .:. .',•. <, ,., .:.._ .. + r, ., 'r,. + .:, u. � ' , , .. . ,, ., a � ,�+.:�, , ,. � .. , „ .., . , . , _ _� t ,.. , . . -� •_ , . WINCftESTER VI'RGINIA 22602 make the top. The n r r m make i r f h ,_..,,., `. , . :� .,,,»r,� , , e con must _a e application for and a the cos o this work. ,, � .�. P Pp pay Y ✓, f - „ " a '�,, f',. t: i.:: ' u.4:...., ;. ..{• ,t X ,r t �^ ,, 4 a. _ x, : •�:" y �.. , y �i_ 1�kb s, : � ar"T,e 7. Frederick Count Sanitation Authorit approval of this site plan ex lies two 2 ears from date of approval. i -' -• r r'' T ° " Y Y PP P P) Y PP t o PH.: 540-869.-3951 nntec, t i_�iti TIFF ra e. s fit, ti d'It flip*�f�', Fri,r 1.lCtii ill I. 4if'4�4z'c4F: I �I jfJ: i_ Gt 11 VIRGINIA DEPARTMENT 6I 1TRANSPORTATION - FAX:540-869-4988 ' 1. All work on this project shall conform to the Latest editions of the Virginia Department of Transportation . VDOT Road and Bridge Specifications,. and Standards, The Virginia Erosion and Sediment Control Regulations andanyother UI C i n I t y M C D state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications - or plans, the most stringent shall govern. Scale 1 2000' 2. All construction shall .comply with the latest U.S. Department of Labor Occupational Safety & Health. Administration 3. Whenand vworking on VDOT n ht fvro all traffic control, whether permanent P�� QF Regulations. g p manent or temporary, shall be in accordance with the current. edition of VDOT s work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with -VDOT s January, 1994 (or latest edition of) Road` & Bridge Specifications, Section d 104 04-C.. 4, Design features relating to construction or to regulation; control and safety of traffic may be subject to change RONALD A. MISL.OwsKv, J z as eemed necessary by VDOT. NO. 020674 5. 'Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for a any work on VQ0T right-of-way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the O C O B 1 2000 ` engineer and/or developer with the -attendance of the contractor, various County agencies, utility companies and VDOT ) prior to initiation of work. 7. Contractor shall. notify the local VDOT Residency Office when work is to begin or cease for any undetermined �`SrONA length of time. VDOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public rood - way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of 10. Allwaterhand sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, m • • s Approved by Free Ck County Zoning Administrator when possible, to be installed under roadway drainage facilities. filbert w. Clifford associates inc. 11. Any unusual subsurface .conditions 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 b the engineer and approved by V.D.O.T. CJ 12. All undercut areas and borrow material shall be 'inspected and approved by VDOT Inspector prior to placement of fill` Site Plan Approval Valid for 5 Years From Date Shown Hence Date 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" p lifts to 95% of theoretical maximum density as determined by AASHTO T-9.9 Method A, within plus or minus 2% of Engineers • Laid Planners • Surveyors r optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector Y density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridle Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. , 14. VDQT Standard CD and UD underdroins shall be installed where indicated on these plans and further where 150-C Olde Greenwich Dr. 200 North Cameron St. determined necessary, by VDOT Inspector: Y9 Y 401 Winchester, Virginia 22601 ,< minimum design standards and is the developer's responsibility.Fredericksburg, Virginia 22 9 15. The installation .of an entrances and mailboxes within any dedicated street ri lit-of=wa shall meet VDOT f" • 16. If required bythelocal VDOT Residency Offic, copieof all Ivoices for materials within any dedicated street PHONE' (540) 898-2115 PHONE: (540) 667-2139 p right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be Pr®,eCt Number: obscured. FAX' (540) 898-2115 FAX (540) 665-0493 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be • installed. by the developer or, at VDOTs discretion, by VDOT on an account receivable basis. Sheet. Number � of 7R Tf N N 5 7M Q1 TE (7c)) 7u IT 1 �3 18. CG-12 Curb ramps (Persons with mobility impairments) should be constructed at locations as shown on the plan sheets or as directed by the VDOT Engineer/Inspector. SHEET INDEX 1 COVER SHE! 2 KEY MAP 3 SITE DEVELt ��fJlENT PLAN 4 GRADING & EROSION CONTROL PLAN 5 DAWSON DRIVE PROFILE 6 MISCELLANEOUS. DETAILS O —I- v C oCb o �o LEGEND: 60t, T.M. 6 A-8ol BLACKBURN LIMITE`� PARTNERSHIP ti\ ZONED: RA�a IRF IRON ROD FOUND . r r { / *.�a USE: AGRICULTURAL - r: � r ' a ' VDH MON. GONG. YDH MON. / r 971.42 {/ {off 1°� 42 E -- �.._. N41'2.a'4�"E .. O/H UTILITY LINE — — — — - WOODLINE r l fr i t O EXI5TING FENCE /lf + a> r / 0t -o � � l LLJ -J 12 ' `� ' ' "_ } .1. Z r '�� r� �{ � f r r I_' o l /_• + R v cS z T r N GO Go o r I r 1 r ; If + 1 4- ROP. I 7 �. '- ONED: M1 SUS . ,ANT + 46 1 y {f { r i6 ( \ o ^N Uj r' +, r� o z � 1 j • �O s PRE. STR 10 w u� f O `i ( 'I ; ' ' �O TYPE: Ol-1 RIM= 793.50 �G � LLJ ( I ! THE YEAR 2020 WATTS PLAN CALLS I I ' f � FOR IMPROVEMENTS TO BOTH 651 I SHADY ELM ROAD) AND ROUTE N. THESE IMPROVEMENTS MAY FURTHER -IMPACT --- THIS PARCEL. d 0 ! I f WOODS o j & BRUSHand v o i I f +REUIRED ES-2 I I ! = INV. 011 783.50 r ' 790" l— r r T- X EXISTrN, DEfE.NRON POND w ia +"ry yc -i--� �% 1 1 �f j .,. ,.r n� o� ^v� G� PROJECT SUMMARY -PHASE II and III TAX IDENTIFICATION NUMBER 63-8-2 TOTAL PARCEL AREA 5. RES ZONING .. ......... ADDRESS _ DAWSON DRIVE CURRENT USE - -... ... VACANT PROPOSED USE ...... OFFICE/WAREHOUSE EXISTING LOT AREA ACRES' DEVELOPED LOT AREA ' 5995 ACRES NOW °o REQUIRED PROVIDED FRONT 75' 107.5 SIDE 25' 101.5 REAR 25' 160.0 BUILDING HEIGHT 35' AX.) 24' FLOOR AREA 50,000 SO, FT, DEVELOPED LOT AREA 2.57 ACRES (PHASE 1) 'k, DEVELOPED LOT AREA 3.38 ACRES (PHASE 2) TOTAL DEVELOPED LOT AREA ... - . 5.95 ACRES LOT AREA DISTURBED 7.15 ACRES —j FAR ALLOWED - 1.0 / FAR PROVIDED 0.19 MINIMUM LANDSCAPED AREA 25% 64,796 S.F. LANDSCAPED AREA PROVIDED 878 SO. FT. + PARKING REQUIRED PROVIDED PHASE 2 PHASE 3 PHASE 2 PHASE 3 OFFICE (I SPACE/250 SO. FT.) 32 48 WAREHOUSE (� (1 /EMPLOYEE) 8 12 TOTAL 40 60 42 59 6T63-i-58 TOTAL SPACES REQUIRED 100— CENTRAL COCA -COLA TOTAL SPACES PROVIDED 101 BOTTLING COMPANY, INC. HANDICAP SPACES 2 2 2 2 LOADING SPACES 2 DB 905 PG.568 2 4 6 - !v ZONED M1 PARKING LANDSCAPING USE: VACANT PARKING LOT PERIMETER 1130 FT. PERNETER TREES REQUIRED 28.25 (01 /40 FT.) -- PERIMETER TREES PROVIDED 29 ` f INTERIOR TREES REQUIRED 10 (01/10 SP.) INTERIOR TREES PROVIDED - - 10 TOTAL TREES REQUIRED 38.25 TOTAL TREES PROVIDED 39 PARKING LOT LANDSCAPING REQ'D. 1,558 SO, FT, 0 5% PARKING LOT LANDSCAPING PROVIDED 3,516 SO. FT. NOTES: Vr ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE'FREDERICK COUNTY ZONING ORDINANCE. LA. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL D FEATURES EXIST. J 5-ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE ., MARSHALL REQUIREMENTS. B.ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES I OF MORE THAN 1:50, THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. " r 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 FROM 9. SIGNS- SHALL BE LOCATED 3 FT.ACE OF CURB AND00. PROP. LINES. MAX. SIGN HEIGHT 35'. MAX. SIGN AREA= PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE AT TIME OF PLANTING SPACING QUAI'm C • r' _ QUERCUS PALUSTRIS PIN OAK 2' CAL. 0 6' HIGH AS SHOWN 22 i AC UER R BRUM RED MAPLE 2' CAC. 0 6' HIGH AS SHOWN 13 KORNUS FLORIDA FLOWERING DOGWOOD 2' CAL. 0 6' HIGH AS SHOWN 4 _ C hL CRENATA 'HETZII' HETZ HOLLY —T T36' H 4'-O' O.C. 118 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS MULCH PER 1,000 SO FT, FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTINC PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. Lr _ h ' 90 ..,,,_ >� RT 652 . � 'L�'R.diQ,H/CSCALE T.M. 63-A-57 60 60 T.M. 63-A-61 + - GENERA COMPANY '> /N FEET ) M 1 l 1 since = 60 ft. USE: JRING !15 m 0 E ir If Z V P 00 L. > V D co QD OD 00 C � c .0 of J T • m POW w 4> 9 r. , V U- 8 d g�>u_< w 2 1 3 w Y o ,4, 3 Z wit �Ow Q crt� F_ Ln Lu (J 0U- �0 uj0w LAJ �*_ 0 pyaW � SCALE: C' / "-60' DRAWN BY: PROJECT NO. DATE 10-12-00 ri r Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) SM Type 1 792.8 791 94.00 18 1.91 RCP 2 794.8 793 103.00 18 1.75 RCP 3 796.0 795 193.00 18 0.52 RCP 4 797.2 796.3 173.00 15 0.52 RCP 5 797.8 797.4 78.00 15 0.51 RCP 6 797,6 794.7 40.00 15 6.50 RCP 7 798.9 797.4 40.00 15 3.75 RCP 8 796.5 792.5 145.00 24 2.76 CMP 9 795.5 793 80.00 15 3.13 CMP C8ext 788.3 788 10.00 24 2.50 RCP 10 787.8 783.50 182.00 24 2.36 RCP DITCH A 803.0 796.5 540 - 1.20 GRASS Storm Str. No. Inlet Summary Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 793.00 792.80 - 79925 DI - 1 - 2 795.00 794.80 795.00 801.62 DI -313 8 3 796.30 796.00 - 801.15 DI - 1 - 4 797.40 797.20 797.40 802.95 DI - 313 6 5 - 797.80 - 801.70 DI - 3A 4 6 - 797.60 - 801.62 DI - 3B 10 7 - 798.90 - 802.95 DI - 36 7 8 - 796.50 - - ES - 2 - 9 796.50 795.50 - 798.00 DI - 1 - 10 788.00 787.80 - 793.50 DI - 1 - DITCH B 792.5 790.5 190 - 1.05 GRASS l°I S�OD� O0 d 5� PROP ELEC 54' R/W (DAW50N DRIVE) 18, 18' 114 -- 12 = ' GRASS SHOULDER 3 I ' BM-25 »= 8" 21-B CG-6 UD-4 TYPICAL CHANNEL UD- 4 & COMBINATION UNDERDRIANS TO DOWNSTREAM DROP INLETS. AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. TYPICAL ROAD SECTION - DAWSON DRIVE N,T.S. 25 MPH 54' R/W - 1641 TPD LEGEND 4L PROPOSED CONCRETE a PROPOSED PAVEMENT (8' 21B/3' EMI-2/1 1/2' SM-2A) PROPOSED SUPER PAVE (8- 21B/3' BM-25.0/SM 12.51)) UTILITY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE ----r--= - PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN ----+ w+.--- EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX 0 4 i W 4 PROPOSED CURB & GUTTER PROPOSED CURB W/REV. GUTTER SLOPE PROPOSED FIRE LANE FIRE LANE EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE - I ELEC I -- PROPOSED UNDERGROUND TELEPHONE SERVICE TEL1 u PRO. STR 8 l --; cAS 15 r 4� COND. �°� PROPOSED GAS SERVICE Y I > W = 796.50 DAWN(' CC'TRAI�I! r m Z Z 'w ir ry �I Culvert Culvert Summary Inv. In Inv. Out L(ft) D(in.) S(7.) Type 1 792.8 791 94.00 18 1.91 RCP 2 794.8 793 103.00 18 1.75 RCP 3 796.0 795 193.00 18 0.52 RCP 4 797.2 796.3 173.00 15 0.52 RCP 5 797.8 797.4 78.00 15 0.51 RCP 6 797.6 794.7 40.00 15 6.50 RCP 7 798.9 797.4 40.00 15 3.75 RCP 8 796.5 792.5 145.00 24 2.76 CMP 9 795.5 793 80.00 15 3.13 CMP C8ext 788.3 788 10.00 24 2.50 RCP 10 787.8 783.50 182.00 24 2.36 RCP DITCH A 803.0 796.5 540 - 1.20 GRASS) DITCH 8 792.5 790.5 190 - 1.05 �01' ,r !1 !/ f1 r A PRO. STR 5 TYPE: DI-3A RIM= 801.70 Storm Str. No. Inlet Summary Inv. In Inv. Out Inv. In. Top Elv, Type L feet - 1 793.00 792.80 - 799.25 DI - 1 - 2 795.00 794.80 795.00 801.62 DI -38 8 3 796.30 796.00 - 801.15 DI - 1 - 4 797.40 797.20 797.40 802.95 DI - 3B 6 5 - 797.80 - 801.70 DI - 3A 4 6 - 797.60 - 801.62 DI - 3B 10 7 - 798.90 - 802.95 DI - 3B 7 8 - 796.50 - - ES - 2 - 9 796.50 795.50 - 798.00 DI - 1 - 10 788.00 787.80 - 793.50 DI - 1 - TEL ITEL QJ. PROP. ELEC 4" COND. LEGEND EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER DRAINAGE FLOW -- EXISTING GRADE PROPOSED GRADE PROPOSED GRADE -PHASE II PROPOSED EASEMENT .AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE RIP RAP CHANNEL LINING SILT FENCE INLET PROTECTION i SEDIMENT TRAP ROCK FILLED CHECK DAM. ��rcn DRAINAGE AREA BOUNDARY ....................... TYPE: ES-1 INV. = 796.50 804 02 � - 80 / • IP _ ITCH A 79 EX. 5HED 8 802 0 \ a� ` � -__._ RFCD .� F;F. 800.50 w w j 802.85 802.65 802.25 Q Q 7 80 800.50 � 1 799.80 99. PROP. TELE. l C 801.00 PEDESTAL i Z z � i ,� § l' . 20 00' ' wA � t ` t_S1 A T DITCH Side Sloe Min. Depth, D Lining, L A 6:1 12" GRASS B 10:1 12" GRASS o �J o o ` CD o % s, ��� � / 100 + \ '� ., Soo.4o ,� ....-PRO, STR 9 U IT 0 l u T C 803. 8io I I{ TYPE, D1-1 t -- T C803.40 RUM- 798.00 C 799.50 • T C 801.40 .•' no I I I T C 801.40 T C?.0 INV.792.50 T C 803.67 T C 803 67 T C 799.40 'T C 798,75 ES-1 AND T C 804.75 803 2 T C 804.75 T C, EC-1 REQUIRED 5177 75 0 •.{•• � ' TC804., TC803.! C 804.75 804. 0 OVERHEAD OVERHEADOVERHEAD OVERHEAD 0 H D OVERHEAD OVERHEAD1 000R DOOR DOOR DOOR 803.30 DOOR DOOR DOOR DOOR ITC 0�.66 T C 802.66 INV. 79 0 M09 OVERHEAD I MRHEAD OVERHEAD OVERHEAD OVERHEAD VERHEAD OVERHEAD OVERHEAD OVERHEAD DOOI I \ DOOR R OQOR DOOR ( DCbR DOOR DOOR DOOR DOUR 798.1; DbOR OI 05ED I PKOf 05ED PP.0�05EP OFFICE/W REHOU5E FRO015Ed OFFICE/W REHOUSE PKO 05ED OFFICE/W1 REHOUH 10,009 5a FT. OF ICE/W�REHOUH 10,00 50. FT. OFFICE/W�REHOUH 10,00 50. FT. F.F. 804.33 ,E 10,00 . FT. F.F. 803.33 10,00q SQ. FT. F.F. 04.33 U NI� #4 - f- F.F. 0 .33 U NI�' #2 F.F. 012.33 moo? UO#5 UNI� 3 , i ' UN� TC 1.50_ o ' T C 2.0 50.00' 1 50.00' ' 50 00' 50 00' I I a GRASS LINED DITCH 50.00- -- 50.00 - _ 50.00 50.00 _ ° 50.00 50.00 , I r VV T C 801 75A C 804.L0' ' • 03?25 C 803'00 •' 8�2. a T G•802,50 `• �'" i 80 00 C 3 75 ` 1 1 2 '5 80 RFCD C 802.7. PRO _ r r� 25 R STR 1 T C 801.1 T C So2.85 PRO. STR 3 INV. .55 1 PE DI-1 , ES-1 AND C , IM= 799.25 > TYPE: DI 1 C 802.�.. PHASE II T C 0 .75 . '� •, t 1 �: � 4 �- i 80.35 80. RI = 5 0 T C C� � / EC 1 REQUIRED � 0 l I EXIST, STR i T C 80 . T 803 0 T C 80_ I y ( - - : % PROVIDE ES-1 T C 802.50 - LLqV5 C 8J75 C WV 790.50 C 7 . �. ---- 1� �A 801.5 C$ \ I • , 8• S.S. 8 S.S. -- 01. 804 \ 2.67..................................................... _......... .................._......__........_.....------------------ -- -_------------------------- 8 �-- -�-- - END CONSTRUCTION 0 CULVERT C3 ' - ----�-------- 80� 42 IP ,r \ ,,,1 ,J fy JI INV.= 795.54 .......... ........ .... FT DE ES-1 Pawo 00+ ......... ................. 00+ r..$04 500+9 +'h 00 . >� = - END PHASE ll ROAD AY -- G" -- - - --- __ -- 6°41'29"W -- - - -- -- - -- \ �4 a T 801.70 $• W To' wl w �p•..w$• w TC802 -- -� ---- --� - -- - ti J'r 801.5 ........... PRO. STR 7 PRO. STR 6 IST.TR 6 PRO. STR 4 TYPE. DI-3B ]YPE DI 3B IM= Dl-3B GRAPH/C SCALE _ PRO. sTR 2 EXIST STD •' • • • • • • RIM= 802.95 TYPE. DI-3B .. TYPE DI-3B RIM= 801.62 j _ RIM= 802.95 30 0 30 60 RIM= 801,62 - 7YPE. 301 8 I .... . (iN FEEr.................................................................................. �`� ,( 1 inch = 30 ft. 0( CV 0 00 0 1 - 3 IPA t V i IP �. EX, DAWSON DR. 5400f�j%--25 MOH As - EX. C8 EXTENSION _ NV= 8.� IP .................... •.... • / / 1 PRO. STR 10 i TYPE: D1-1 t RIM= 793.50 m q� � w O G o� I v W SCALE: _ ' "=30' DRAWN BY: LIDS PROJECT NO. DATE: -- 10- 72-00 SHEET 4 of 6 0 804 792 780 768 - DATUM ELEV 765.00 cam, r, PHASE III — NOT PART OF THIS CONTRACT NOT APPROVED FOR CONSTRUCTION BY F.C.S.A. Z 0 450.00' VC HIGH POINT ELEV = 804,13 0 • (o HIGH POINT STA = 8+58.35 0 Lo PVI', STA = 7+25 + '� _ o Q) cn PVI ELEV = 806.04 _ cn �' FZ-- z A.D. ="-5. 22 86.20 w ti o v, V. S. 0. = 339 PROP SED SEWER MH 12 o � STA 7 23.30 (3T Rt) o 00 PROP. STR. 4 Q ti (q .- � o RIM= INV. IN 2.25 793.45 g c M �, &i Cl-o . I CL v STA 10+ 15.41 (20' Rt) . TYPE 0I-3B THROAT=6 I1J o a, 00 -i ,�, �, N S N I f\ �-- �_ C/7 0 II INV. OtT= 793.25 co c, .� f�, v� �, -- „ st II U.J w RIM= 802.95 o 0) rn cn II ; o z o � 2 S o p a; `� z o a `�' n INV. IN = 797.40 Q, cl�, 0 � �: u � � PROP. GRADE - .z a EX. GRADE fNV OUf= 797.20 it m c� m 36" MIN.- COVER FROM ___ _. 45. WATER MAIN TO FINISHED GRADE7.06 ---- -___ 0 -`- w — a C3-193 8' CP @ 0.52� 103 f i 18" RCP@ 1.75 C2 238 STA 7+41.79 _ ® .15%'� i- FIRE HYDRANT ASS'Y: SEWER 1-10" GATE VALVE 282 (TOTAL LENGTH) 2 JTs. 10SDR 21 1-BLOW-OFF(IN THIS PHASE) - ( STA 5+01.06 STA 7+33.71 1-10 z6" TEE 2" DOMESTIC SERVICE 1-F.H. ASSEMBLY y,. STA: 7+28.71 2.0 1-10"X6" TEE 1-6" GATE VALVE CONTRACTOR TO 6" FIRE SERVICE RELAY EXISTING PIPE IF REQ'D. BY F.C.S.A. INSPECTOR. C4-173 FT 15" RCP @ . - 8 PVC SEW RE @ 0.65% STA: 8+58.35 1-AIR RELEASE VALVE LOCATE AT HIGH POINT OF WATERLINE y IC5-78 fl STA: 10+85.00 1- FIRE HYDRANT ASS'Y. 1-10 W TEE 1-10" GATE VALVE 2 JTS. 10" SDR 21 1-10" PLUG LLj LI c PROP.) STR. 5 STA. 1 92.81 (38.9' Rt) TYPE: -3A THROAT=4' RIM= 1.70 , INV. 0 = 79Z80 Il' r� N `� nJ oO CO � �Q N CO N 00 r , o0 r� p tt rp r N �t � N rt N Q O O �t r O ty N C� L i CIOO U-) oNp� r �� r �l(� r. ��� r �(� r\ ��G r. qO r �� ��) r\ u�� r\ �00 C� Q�� �-O QO 00 N'- p0 00 �t-N 00 00 `i p0 00 00 00 p0 �! `� 00 et �� QO ���i 00 —c�j OO 00 r co 00 C* co co 00 or) 00 00 00 0o � co °c 00 00 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 PROFILE -- DA TrSOY DRIVE SCALE.- 1 "= 50 ' HOR/Z 1 "= 5 ' VERT. 8+00 9+00 10+00 11+00 12+00 z z '> w r,1 L- Uy $ L- " U > ZZ8 > Q D 8 O cf) w aQ QD 00 �i c 0- C6 c N -6 L � 164 Qp �fr>LL \GIN IA 4 O 0 �Ow `� c� z ,� � � 0 0 Q �� I o U -HIV Nui N 0 G Q v qPE 2 hq Q) O v W SCALE- 711 50 , DRAWN BY: PROJECT NO. _ DATE 10- 72-00 SHEET 5 of-6 Ford FC HH 77 HC-15B SILT FENCE CULVERT INLET CONSTRUCTION OF A SILT FENCE " custom by setts french width (WITHOUT WIRE' SUPPORT) STONE CONSTRUCTION ENTRANCE PR 0 TE C TION cost in place access door, standard as re uired 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH centered e top flat top for40 UPSLOPE ALONG THE LINE OF (see note 1) 4' manholdiamete I 6' diaperhilled it ENDWALL STAKES, steel I filled wit 3' 70' MIN. EXISTING varies 2' max. concrete and painted A 3, PAVEMENT at property line finished WMAX. S: t yellow 7' (see note 2) grade 2 FILTER CLDTH MOUNTABLE BERM 18' dia. -•-•yam r -•�� ,� / 1 r i /� 6' MIN. A cOPTIDt•IAa.•. c roadway box---.. concrete encasement �i- r l -� /-� I{ SIDE ELEVATION for 4' diameter concrete pad !'-6' sq. x 6' deep TOE OF FILL CULVERT jf� II 2" type K copper 3' riser section C tubing (no joints CN with manhole cutouts o - 7c� ExI TI\ GROtXrD from main curstop)o thrust yblock12FIA1�r /�/. 70 MIN - / \` - �- LARD DETAIL III 111 B VASHRACK 10' MIN• ct: 7r� ;' 9lrerlleate m n 717 saddle with - - - corporation 3. STAPLE FILTER MATERIAL 4. BAGKFILL AND COMPACT direction of setting to be approved prior to installation TO STAKES AND EXTEND THE EXCAVATED SOIL. tar' MIN. stop solid support blocks screw type I -�- IT INTO THE TRENCH. l2' MIN. �- PAVEMENT water �- ^ under custom setter j t7r_ main adjustable valve 1 box 36" min. - TOE OF FILL \ ball valve ends, with 6 stone bedding �_ required pa q 6" deep �� \ 2" gate valve as r uired concrete d 1' 6' s x S •1 POSITIVE DRAINAGE t N. NT operating nut SiLT FENCE D _ • CLIIMSE AGGREGATE g i TRAPPINGTO DEVICE g locator peg to vMoir u4A� s //•• .r � 2' min. - 6' max. SSTOWARD TANCE SEMBAN EMBANKMENT 6' MINIMUM IF FLOW r / • ( 6" megalugs r 4 / MUST EXTEND FULL WIDTH � � �_- - NOTES:--mcyoluq .: Ln .: }.•r 5.�� I ;�� iIII �.. 1{►+ o E R AND EGRESS PLAN VIEW RATION Flow / j+/'�'� 1. Access door shall be by Halliday Products *• _ _ :•'",'" ;r^ /� r / �/ or our approved equal: .. l stone to be minimum screw type * / �� a) i non -traffic r - " ' ' t2' MIN. •� 4 ,v.�« w w+ ec 1 adjustable 8" n a c area model no. 51 R3030 rYs`.'• `'.rY+' ;�.. a. i ; at r .f. I valve box }.,>.'•;+, c ,c;:�,. ,1w.._i •..� a, q . f of 6 above top of base OPTIONAL STONE COMBINA TION _ ,i _J_�3"b) in traffic area - model no. H1R2424 �� MIN.-�..... sass=I{�locator peg 2. Water service crossing street shall be encasedSHEET FIa0119 INSTALLATION • MIN. fhfUSf 18° to 24" in 6" dia. SCH40 PVC or SDR21 piping. The block (PERSPECTIVE) CUTOUT DETAIL 8x 8'x 16'sopd block n1Q4°k'� piping shall run from one foot beyond sidewalk, , � i 1.0' tug' I FILTER CLOTH - typical across the street, to one foot beyond sidewalk. (for valves .12' ona largeri - - - -a••I{ 1 � SECTION A -A � I row • I s 6 -7" FLOW Z)_-_ • \ -_ .4 _+_ r ♦ **,'!-� mechanical joint •+ » )e swivel tee with --- - 2.5' \ +*+• .+ • �'*. �' ' 1 1 /2 and 2 METER INSTALLATION 6' branch Figure 6 j AMENDMENT NO. 2 - APRIL 1997 GATE VALVE FIRE HYDRANT ASSEMBLY AMENDMENT NO. 3 -- OCTOBER 1998 � Figure 8 / POINT'S A SHOULD BE HIGHER THAN POINT B. REINFORCED CONCRETE DRAIN SPACE Figure 9 'VDOT j13, �357, IjS, {�Sfi OR /57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN DRAINAGEWAY INSTALLATION SECTION _B - B HIGH VELOCITY OF FLOW IS EXPECTED (FRONT ELEVATION) ---- SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 90MM Adapted Anm IlA&Hgiom of Sim and Farkas Me Btcrierl for Sefinal Camtr�u DSW PU11L 3.06-2 SOURCE: ADAPTED from 1983 Mra band Standards for Soil efocion and Sediment Control, and Va. DSWC Plate 3.02-i ROCK CHECK DAM Mwwood end 111put _--- - SDR ViW ? 2 ACRES OR LESS OF DRAINAGE AREA: ..a:Sva rgeeran"i. ES �2 '- w 0 Oaas a else ti~ � •13• Dsnd � � • END-sECTtOee i2"-6o"PiPE ALTERNATE END -SECTION 12"-• 60, PIPE ES ALTERNATE CONNECTION evanr.srr"rla. t o w4-dmrn,-W"-tt,;h0,5 Hub endAxrc-,dAtr,a-esclanA P1ty Lne.1_----- P. LAu �'-"'-'--'"--- yK _.fir Jofd wrs'oeswtfo+oea _ s "h locator peg -AW -._.. ___ _.__._ �p %Sp9olerdor reel and•eeerirte .� .`Sp9oteM on ewtsM-eecfane _ _ - Die. .- - - - _ _ - -' - �aercerel- n ------_.-- I ads. Corrector Secttor - tRtf AG+e - - - - -. - - - �wniw . �. o rs two a �• .r 8. -- - Inr.W4d - , _ 4' 1 Ae' UAe C6 va wen 5r� cow r h' •[ `� . va��1;. •vifi"-:r _ I Aod t �,-. -'-_� r f r • _ or Sloe.w X I- X + I x - 1_ _ po"t imt d1Yla Corcrele to be - _ _- -.,__ _ _ .. -- ! E Concrete to be -_ _- ._ s++ay se e - a ` " CLOTH sitar � A - I+'iLTER 0 4000 P5: 4kn , 4000 PS! Ffiln - • - - ' .: r. 1 y 3 era, .. 4 (OPTIONAL) ET } ___- -_ hMK'Ai KTERNYL RACVAt P,IAR faXl lrSf Y APPUCAdcf SIRE' i rlJ�e a IPCS WINI IECraVS AND 4LX4WA0At •pr rawwo efirrpnp� "'•` ?t ooek Poe w (DOWNSTREAM[ VIEW PLAN PLAN toe plate M tot punebed so frlatett holes rn skirl hip. 3/6" 9aty boas °"` N l RADIAL PLAN c..ri,• tAmgAicr s. r how. rncn rwnc to be fee otit»0 LW9tb of We 01We is W' la' for 12'1. 30"dia. pipe Yld VI t 2?" tw Styrnrs CC fJ srefwh is ..,., gatlrded bra was $�ry}I10 L Reinforced for 36" to GO" der pSx -- C - 8 -- k- C - 8 Edge -�� 4 Skirt Section for 12' tc 30" do Pfp4 to be made w one piece A �_ / ry VDOT 1 _--- --- - Skirt Se Jwn Skirt Sediontor 36"to 54"dia pipe may be mode from twc sheets Ivned by rivet �a / ` �- COARSE AGGREGATE r I 1 .Pr 8er v �. --r-_. 3'; .. I 0 ig y 6-p _"}- _ CMry ,ipr• ,� �, n or bolt, cn center +lM,6a"ma bar Canstrucied in 3 pillfes. j \_ , T _` ronnecto, fiction, Corner Plafe and Toe Piote to be, »tune shet tt rcJalefeoe skMt. - - - - - * - - - - + , pis v ;:r rye T t \ FLOW 3' A l . '-' �--- _A f �.� E.nd-sxtiors om f:itv4s ore to be steel or olumn;xn oEloy for use s.Mh like Pipe, --'�-� ~4► - 1 f.__i __.:.«� _ _ �__. _. J SWOrtA r �'`•• ,, •o pep :op�.e ---E------0 --1 I - E--- i - A' �_ _.. 2fJ`ox - }Iwrr, P : sass >o o• SECTION X-X END VIEW SECTION X-X END VFW - - ' L L' ENCE -SEC TI _I�EN 1Q1Y9 • PLAN whee Flared end Secfwna are �__ o • ' Srppr ,rr 4e•i•.as .� I I I( I .,A°x. 2 tAD I Slaps _ cnwr (� 36' mh at! .._ t•z. _.11..� b w aced arrM aaphett ;I- ; and ftl _ a 2-10 ACRES OF DRAINAGE AREA: OIAM. A B C D E _ 4 4 1 s albs. J- " ertd section pothe�o n t rc.�1 I� A -- } TANGENT PLAN Po r _ t _ to be coated or pdvedl rsatfr7Rr 12" - 4" Z d Y•d 4 I, I utter 1 - i • r.A.•. srrct; J car lac .sear .arts , -1' 4- ;. r-mil. w Arer.w ere moor .a r A.f carer. tneerr Air Aatasrr rn rr �' •, r iku.re Also w 9 err amp ur asrn .rJn d �e r, �r�•a eee* R�s� yEyt~+j AwtMsar 3d I' t7 '-� 1'- r .rn✓ - vru . a recast+. n d a •taw a on o.�m.r ow ogw. _ -__e. �q tr �• �• l � ; � � ArAe Nrr Ylfp a[Mwrs�e srE~a,w or.� r M Plooet rti a '.a•dry erou a rdp farte;o Y�. -. � „ . �.� ,� j, `*e,-A� -7 Y` • 't V 4 �_ - rJ _. G i _ _ P _ -- _ _ _ - - _ M9' waF r .w A. r ev v br•• _ j op oar - - _ o - TYPICAL CROSS- SECTION a t ,'""� , ..�---r « sn .e"'d1row'r � lan�nn°°p°'✓.a ov'v"�'a rn P o r ,,.r nso�d 2'x s' win �` - - -5 F i l A' I _ _T. _ .._. .. .. _-��- _.s n A rest I. .s r,Aw...v De o.weo to as .v►o ..o r a aolaN rroea sari r v`. 2'-a" , - pelF t_ i4EET THIptM.ss _, .. - _ fr - Toe -T� s rel sere r mAli,n pas. orrr Para i v err a.mv ro+to rxa Prsoan mired srow P `3' 54 - S-5 Z-9k` 9 2 " •6 -- - txl► l StEFI A3.AIMIMUM A 8 M L t/ C A. cbes A-4 ,;S l" Poo at 2.00S FILTER CLOTH 66" - -- _. j_ �. - Plate SECTION A A Trfs rise Are, ee AWrm Apr8 o e It r Ae, s , a r - orrr P. cWdr abrV are A,s a rr. A ,, 12 :arse oso• r e a e zt• z4• :4" (OPTIONAL) .. , . - I • • • T _-_- - dRaw r :eY fr• darn 11or...la atrYn r/ , y.ip rmr ArbrM..r ere rnr ? . -1a 064 soap _ 7 a� a 28 !O' tf' (.•�- {: �.i .. _ _ - - _-•...__ _ _ _ _ co s"I SI w1N 1. R.o,Yn.O d V@ 4 i t" Solt o " i o._ l,�' J{�p, gAli� CM.MI r' •S .. s.,i d ,rr-"• C�.rr,rele. 1 (DOWNSTREAM VIEW) • 21i .069' Oetir 10f. 1� 8'7 3{ 4! 12� 1 z- .wdq Cwtc'/a 5rdwd. anJ Enposed /pP'e6e4 sldr.ou, mOW.InWa•a as D VIL it MrI'f P,p. Ir.9/M rtl.M on p,n:A an I - TM Pearls _.. _ i Sews rtr Ye. ayu'�--'- C:r ✓rare m7 ar .hs rrmeA,w oo asr to a..1 , n bosed a E.a-Sec^Aon dwcgr wq- . _ -. - �_. -_s_. 1 rr.. to / oApe as rrcerrtd PA'*ly 24' IM4 OeO�- e3 6 41 4e E4 /o tarDlcul sM O1fe?. .. -'----_--- _,..-. 064" OTe• tt I SI et0' t4s - l.i.� .r a.1s8 >d ...:_...... _..r. _..:.:__., ` recur etsc?s « .' wArr. sew In can +ton wren SraMt•r CG•J7, rrw are Leo. en ,,se Sraaad /s All e,e 'b, rc me [oar �" VIiOT / to use n4 air"a+e ar.pri stotw ur Ho' Oft f2 Centers -eAar. --- �. - - -_r. _.- --- ._. �. .. -. Ar be adAfrrw7 w moth Pre NowIt Db Orb oat arkm ELEVATION /Je4Y - tars is t ir= see' -- • COARSE AGGREGATE - ---- eras ?, b me .e+ W rtdu-eo D7 JB" 064e- OTS' M t!' e' flCf Tta *8 - ... t , a� T ! 4i'eYelalb rvelw U aertAwd w a c[runaaa. Cu•D , �- - m. e'lhrrxe r, drwerpon "0" --T � SEC. ION l9-$ Rti�ar or. m r scares m cAs.n orr r. sera a a. dawn q lro E,gr,ce«. � y, i - - - a µtiara wWnWirroa tookrNw awrk ,of". Y rrq oe M be yWMs s;4W"ahwr W.***, • eA aewaePY raft a .nNn let • Wit 4 11 - _ ._-_ - __ -- ._ _ _ _. _ 14 . I -ad 084 . 106' 1� Z/ 12 78 . 9p !4 o U„yj d rr mat ps. aresirwt sy aessryey .y�•a d d ry ✓ • erp.'rlD�rddlY, woew 1 ,aPe raw d rMhr MaY.rrt If arse " Yr --*--'- '--` t rtnep rlr ees 4 rlMdaYMe.rire0 sw/ P'grD+sa r nani Iswr. i ryy .�yy M dher raw Pw fi" rrowas w al'a m M«r i�s aye• J5" 1 ! 12 vet 38" t1 rrrrq1 wave .+ . d afwe.w a stw.ar dw r Arenas .Ave a os INl hN A de E V w. Ar areltl y a roarer M. «eAIW►► e/Ar Wows FLOIf 3 SLOPE DETAIL - : -n --- + �. !J eeA r ra r afelex L�arr•w ei P50° r�t %I36' 1 D - 11 Edarn/MP4 r�/las the/' »- A.P lnrcrc .)a smo efd Rwe wrr. .� �J R£p£RENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS FLARED END -SECTION FOR 12SPfCJFFCATION11- 60" METAL PIPE CULVERTS SPECIFICATION REFERENCE-- CURB RAMP Ywcr _ Ar/t�.c�Y -302 VIRGINIA DEPARTMENT VIRGIN,A DEPARTMENT 302 (PL•RSONS Will M0801 r IMPAJHMEA0 S) sat TRANSPORTATION TRANSPORTATION lipJey vAtra.A MPAW EArr cr rRMSPonsArift Mrs r � wd GRAVITY SEWER SERVICE LATERAL to2.a1 toz.az _-_ __ _-..._- _ . __ . _ _-__ ._. Figure 15 - CLASS I RIPRAP SOURCE: VA. DSWC PLATE. 3.20-1 Prime codominate leaders - DO 40T prune terminal /% leader or branch tips Prune rubbing or Crass branches In SOW odotoarn sane CC -It DETAIL I DETAIL 2 DETAIL 3 B E(�_I lRe6us ?o D. as A eurfcc(r.y as mdrfhe - .••..8 B shown on oars) ?w.dNe I. b. oar ` \ 'aAdd a?tee l fie•^ o" paansr tl LL _ � f ) A sari and 9rra. I � 4.. 9 A ,_ _- -- - _ - I -j - A -' -- �. \ ' A A I and waters outs t Siva cas> 1 ,w I l 1 F A DO NOT stake wwrap --��� narrow crotch angles Q { rill � e ,, t - - - - - - ; , .. �... - 30 � - j � L l '� w thank unless necessary �-,----- Prune broken broaches \ �\ ( .� { ; s. �. ; ---- s -••, �. I "-`t - A � • general bockffll Remove all tops and labels E. � _ � 6.Oafs A! tN E.S. '•�; a•. ►. .. b. "�• _._-_._-_ � I i o 'rc , '� ----- I Op4oria Flan tiM onus^. b• y -B t- e ;'" =, Prune suckers {.caielon '� E.p-o-- Joint I B - ,,•? Cut arse all bob A �J �I -� SECTION C-C '--t-----.i �` - `s 8" i g" rig ropes 2'-3' mulch kept away from trunk NOUr rwidtl, -e" <"•P" oA as �\ '/ twtc.L.a. Pr PLAN VIEW " a 24" careful) Corr acted i MJ Y P / select back fill Remove top of wire basket \ Soii well to conirnn water (� DEPTH i air'fAb{ Cn•rvret 6tot cr'va9•e run o poroDorc war K'oho� Sillraeiarst� _ -�- .. ?y ' 6" ♦E A �l1NAMFNDED bockfill soil raids g' GAplrrle• C1.D. _ �-> Q�I SECTION A --A - !�: -ib par abets Car+. M•Ro•nera ew,,. s Cfor es' '1 i7EpiN <I -Partially tlaCkflb, toter t0 SECTION A -A a,we�,,a IYden and score hole waN:, r Vh.J E•SAy. 01 SeaEM. /��,�.�• Won t0r Dws r.Frhr *atfiat?9+?a V E 0oto+a? tdd t+w d ' me. ° 0' o"n niO'°' "o er"' settle sail, finish backfllinq r -+� Slop. Ct,ewrgs r!�•-_ - • . �fc`+. r NOTES 6w _ _ - - ra ft*,V s W 0.4.1mm Pwsnswn D rs •c swbr w• aa•<^n. wr.Mr ?M cna+••rr ibi,F•• ga,Mr.y who. St•d. CG-17 if nod ra wnlrierc.s twit wdM iwf -'"'--Area for voter drainage a e ter -pedestol do _ --- •' _---- I. cwWr,c liar .4h VOOT prolecls, pfso«e on •nr s.Dr,.r R.td. name+a. r. stone aggregate Remove container and cut circling 2 70' W W. rw S1,441 mMeeirEntrj O X r bw p 1 4�1 aK`� t"edho D -- - -M' �I 2 clw.n are : • w•cNr.d oar eves �Wnuuw'"n o sew ucu•Iona «n STANDARD burlapifas p able if d or as much eaves hhh bat! depth the R� Y d de ""° •I7 TRENCH & BEDDING SECTION A A ♦ a"Radguts, w ee.t be cv awb 00 Figure 1 Dig We 2-3 time; root oak width Orld WtiN snag oral De cMltrtat tee beya*.d the a.'w tin ercool for 1 _._-sa ss 'GrrbrsM lark M oe ,rafaikd under ail ratan cnra.d av,^. m eacmoan�s ., r•pytenenl D"rpo.et .•in rot 1ptC•rKw�anb _-- '��' Guicelines for Grade Change D Whom weW Inese)uteelrv, enth Standard - !�, 4 --- .J Cc-3 or Cc-7, en. curb fact on It.. Y �" N- Dt2r'TMF [nlrance RIP ftp V iimedad 4 •. be mdjustwd to wwch Ins Q'Y Rlp cep Jpfeme De--64- eir,An n Krloble curb confie alien. C»1ra"N4 149.. tr°are par ,SOO VPDI 0 r 3 r sat Stardwe CC-7 ter cwb Aanp d.rq, Fab— awes I_ - _ .._ Y ll�e6 llfli4►tkd am to be used .ill, ties Stdndord. StCT*N 8-8 Ctesttq 1 m scde M•4iurr, (500.1500 VPD) 13 At 6 r --_... wt+.w th. entrant. rode unsal orcomrwedel. -^---- �'--�-- Low ilea! elan 50C YPoi S S Y. a tt•w tw1kiny'"U1,e1WIll of wbcpetwd Mary Arum traffic, cDrvidwatwn ii""sa be eirer to H 0 fi klcr the ddyepM et OdiecMl pr000se0 daerak e 7 fnfJlae. ♦ else tVo1m SetAl•t snows err plan[ or Mrr,al craw Sias, bottom .,ern, ono a.an v xCp[ferena•ene Ttsr be ue.d for envomol 01 cranawl, data or na,rot 9rov6 ti cal tetf�Orrt. .^ Optlerd liosf"rre mey r.9we .erpin9 of a gilbert w. dif f ord & associates ins. Porten of 9rlttsr to preclude Pondr9 of .alp 4" METHOD OF TREATMENT- SfiEEPERCB?ICE STONE FOR EROSION CONTROL _vRonald A. Misiowsky, dry 0 CERTIFICATE NO. CONNECTION FOR ppSTREET INTERSECTIONS 2 VIRGINIA DEPARTMENT - sd2 �' COMMERCIAL 411 fENTRANCES 203.09 445 „ y 414 TRANSPORTATION 114.Ot Ci 020874 Engineers • Land Planners • Surveyors REGISTERED 150-C Olde Greenwich Dr. 200 North Cameron St PROFESSIONAL Fredericksburg, Virginia 22401 Winchester, Virginia 2260 ENGINEER PHONE: (540) 898-2115 PHONE: (540) 667-213 FAX: (540) 898-2115 FAX: (540) 665-049 E-MAIL : cliff ordO1 biared.com E-MAIL : owcliff®mnsinc-car (" kvi--aa- Caller J0, (leh 811 ICE Time Called a 3 ° Datz Celled 2Ahj Phone No. 54 g a In Time Requested gate Requested �s � Received By Date of Inspection. f a l l ,, 2 . PERMIT HOLDER NAME 1(ktk)S0AJ ( Aid,22 4/ � � �Q� iC I Lb� ; RT. NO.. 5 I . Lot No. � ' . a SEC. No. SUEDPilSION STREET N.. . � �M 5 0 a/ DIRECTIONS BUILDING N0.� A . l t ( S � -:bt,6 0 A) PLUMBING NO. AJ ` kw, 5-0,0 �� ELECTRICAL NO. ..fir Lric ../ n, +tp (ia14• 5'i . 1-1114 ell _ MECHANICAL NO. SIGN NO. DISTRICT �) . PERMIT FOR: R. o u upL,AICL U Pe f AhI J . 0 Tie ai Inspectic Residential r Commercial1 Foxier Setbacks: FR SK L R Stan Draintile . - Gas Fire -up Final .Electrical Water Service Framing Final Mechanical Sewer Rough Electric Final ✓ Site Plan QO Rough Plumbing Rough Mechanical Final Building Fire Marshall Gmundworks Gas PipinglTest Final Plumbing Special/Complaint Other.. Time In: -Temperature Cut in No. Time Out Weather Results: Approved Rejected Comments: r t r7 J 3 Ae i 1ccA, %5 P9, c� a k/G6 e 416e No MEMORANDUM TO: File Information FROM: Jeremy F. Camp, Planner 6� DATE: November 26, 2001 RE: Addendum to Site Plan #54-00 This memo is to document the minor revision to site plan #54-00 that was requested by Gilbert W. Clifford & Associates on behalf of the property owner of lot 63-8-2. Specifically, an additional 1080 square feet of storage space was requested and approved. This addition will be added to the existing storage shed on the property. The addition will not change any other detail on the approved site plan. No other changes have been requested. Approval sheets from the Department of Building Inspections and the Fire Marshal have been provided. In addition, I have shown the plan to Ed Strawsnyder with the Department of Public Works and he does not feel that the modification should require any additional review. JFC U:\Jeremy\Site Plan Review\Addendums\DawsonIPLot2\AddendumtoSP#54_OO.wpd �' f3-o1 Culvert Summary Storm Inlet Summary 54' R/W (DAWSON DRIVE) Culvert -Inv. In Inv. Out L(ft) D(in.) S(%) Type _ Str. No. Inv, In Inv. Out Inv. In. Top Elv. Type L feet _ ---__- 1 792.8 791 94.00 18 1.91 RCP 1 793.00 792.80 - 798,40 DI - 1 - 2 794.8 793 103.00 18 1.75 RCP 2 795.00 794.80 795.00 801.62 DI -36 8 - 18' t8' 3 796.0 795 193.00 18 0.52 RCP 3 796.30 796.00 - 801.15 DI - 1 - 4 797.2 796.3 173.00 15 0.52 RCP 4 797.40 797.20 797.40 802.95 DI - 3B 6 5 797.8 797.4 78.00 15 0.51 RCP 5 - 797.80 - 801.70 DI - 3A 4 14", �' 4 6 797.6 794.7 40.00 15 6.50 RCP 6 - 797.60 - 801.62 DI - 38 10 7 798.9 797.4 40.00 15 3.75 RCP 7 - 798.90 - 802.95 DI - 36 7'_ : 1.5SM-1250 " GRASS SHOULDER 8 796.5 792.5 175.00 24 2.29 CMP 8 - 796.50 - - ES - 2 - "`' 4' -25 =R 9 793.90 793 80.00 15 1.13 CMP 9 - 793.90 - 796.17 DI - 1 C8ext 788.3 788 10.00 24 2.50 RCP 10 788,00 787.80 - 793.50 DI - 1 _ ONLY PHASF 2 WATER AND CG-6 uD-4 TYPICAL CHANNEL LID - 4 & COMBINATION UNDERDRIANS TO DOWNSTREAM DROP INLETS. 10 787.8 783.50 182.00 24 2.36 RCP AGGREGATE LAYERS TO EXTEND 1' BEYOND BACK OF CURB. DITCH A 803.0 796.5 540 - 1.20 GRASS ---� SEWER LINES HAVE PEEN _ DITCH B 792.5 790.5 190 - 1.05 GRASS TYPICAL ROAD SECTION DAWSON DRIVE N.T.S. APPROVED ON THIS PROJECT. 25MPH -54'R/W1641TPD -PROPOSED 1080 SQ.FT. PRO. STR 8 ADDITION. TOTAL BUILDING PROP. ELEC. TYPE ES-2 AREA = 2880 SO. FT. 4" COND, 20' VERiZON VIRGINIA /W.. = 796.50 P Q d } m ¢ Q or Cr o z 0 F-- v w z Z 0 V W U o Cn Uj � t-� � J Q Q Z w Q C> I- w Q cc�� o V Z N d ,wUj Q o G Li cn 3 w 0 3 V Z O Q a Q Q W 5 f- 0 <-') w c w z3 Ww S� in w d W W Z w Q h- W N W d W d \� EASEMENT r] 0 , n f W w W W W W --. t - � ALL SEWER, LATERALS PARKING SETBACK , s t �.. s d A R h TO BE 4 DIAMETER � Q TfL I EL 699.38' EL TEL E EL LESS NOTED. a o 0 Uo UN - - - - -----. - - - -- -- -- - - - - -- - - - - - - - - - - - - - - - - M Q Q CV (V T N -- -- _- J i _ i W ' 25B,R.L. w w 1' �. 20 VERIZON VIRGINIA OVERHEAD ELECTRIC_ SERV fCE TO Q N �> w EXISTING SHIJD TO BE RELOCATED N EX. SHED z EASEMENT UNDERGROUND WITH DEVE OP- o v ( Z FUTURE PARKING AREA IF REQUIRED) TELEPHONE PEDESTALS AND RIPRAP -� -- --- -+'z:� .'�t 30 0' MENT OF PHASE 2 IMPROVEMENTS. W •a� g TO BE RELOCATED ED AS NECESSARY. \ f Vi .. o� y- 56 SPACES AVAILABLE I' EX. CONE. 10.0' C 0 .. 00 I. I _ PROP. TE-E. PROP. iTELE,-- I I PAD u_ PEDESTAL PEDESTAL / I o cYi > z I h 0 h05 E D I - 2- laoo GAL L.) ._. i < N cn I DUNPSTER PAS w OPAQUE GAS TANKS LOT #1 x I < � o I- ---- -- - --- - ---J--------- --- --- - -----------_-_ _ __ -r{ - - BOARD FENCING WDOUBLE ---I i I . I a I Q s • LOT PROVIDE PHYSICAL BARRIER TO ``' RO-F.H. ASSY. z3, I a: L.OT #2 I S21 SWING GATE. o - s -- PREVENT VEHICLE ACCESS TO UN-ri 2.7977 A C R E 5 �: 1 /- ROVIDE 2 BOLLARDS [�CD �.�/499 AGI�ES PRO-F.H. ASSY. _:�,,�,, M 4� "s, "x, "°�/ DEVELOPED AREAS OF THE SITE. _'� STR 9 m 1 (TYPICAL OF THREE PLACES] I TYPE: of-1 I PROVIDE 2 8OLL �' • / ob ZONED: M1 I Cf, vnLAJ c RIM= 796:17 i I/ Q U5E: OFFICE ,, Y _ I.,=. W Z TM P 63-5-1; I Z M V) c LA'•)�:R 12 -- - -- - - I Uj W x 20' LOADING AREA I - - - T - -- I W x 20' LOADING AREA Q 'C! f_ Q a<, I I I I W L __ _ - � I L ___ -_ _ _ - _ --- J I \ RW-795.75� � 1 ) z a �O • I I 80' x 20' LOADING AREA -�- 80 x 20' LOADING AREA I � � I I� iS TRENCH DRAIN - S W - LOVERHEAD OVERHEAD OVERHEAD OVERHEAD J OVERHEAD OVfRHEAP OVERHEAD OVERHEAD j , -+ . ' '- "; I IN= 2. 0 00 74' �- - ` - - xx* NYW DOOR, DOOR _ _ -__ _ _ DOOR D i0k DG'�' DOOR a�� - �� INV. IN= 92.88 � t G CL CL U '..y �� GD OVERHEAD RH INV. OUT=792.0. Ovf HEA;i RH OVERHEAD tA/ERHEAD OVERHEAD RHEAD f I ~� I � r � � �- cWn � N � � DOOR DOOR DOOR DOOR ( DOOR DOOR DOOR DOORCC I DOOR DOOR / I 2 / 5 5 5 • L'iI ROOF DRAIN J I 5 t`j �� Cr e w ( f� 01�0 5 E D r 0 �0 ✓ E D I CONN9 CT TO E M� g ,� m� / _ W 9� STR I , +4T. STR 110 a o bg f'f�01�O5ED OFFICE/IN i�EH0U5E I'f�Of�OSED OFFIGE/W I�EHDUSE Fi�OI�OSED o �CIA ,'� TYPE: -1 o� Of / ��PMO OFFICE/W REHOUSE 10,0 50. FT. OFFICE/W REHOUH 10,00 50. FT. OFFICE/W REHOU5E _ I W •� I I � � � 11 g TEE � � 20.0 WATFf a, oo 10,0 50. FT. F.F. 4.33 10,00 50. FT. F.F. 3.33 1-e G.V. w WATERNWN '� ;r 10,00 50. FT. J a t / EnT F.F. 04.33 F.F. / N 3.33 F.F. 0.33 _ _ _�-.__ ; PAEMI T DESIGN A J N c� _ INVERT ' 6_' Sf 4TR n v' o 10'x6' STOOP I 3 i .to (EST)' FRON`f PARKING- 8 21 B 2f, SM - 2A 4 ; z o !� TYP. OF FOUR 4• SEWER LATERAL I •- W LOCATE TREE PER OWNER I `� ;! I 1-8•x6' TEE 1 REAR LOADING AND SIDE DRIVEWAY = V,1 O 5_0.00 --- --- 50.00 ( F.D. CONN. 50.00 _ 50.Ofl 4' CONCRETE WALK 't j 1-F.H. ASSY. n 1f '' v c o w -- -- - wb.OU IYP. OF FOUR w Cn 185'-24' CMP REo. TO ENTRANCE 8 21 B 3 BM-2 d , "' W __ I 50.00 50.00 50.00 50.00 - 50.00 50.00 I -6' G.V. 1 e _ I .. .. - _ 101. 9' - + 0.90% i-6'-45• ;eoro (OR APPROVED EQUAL) ` Y' n d -2' « _ f •-. • ,' ° a. �. -f! 1� I , UC V• SEWE LATERAL ' I L L. .3i 1 L i.. cat { 0 V1 RIZON INIA WILL ERVE UNITS o Q S EWALK" I APPROVED r , I I - --- - - - - - ---- -- -- -- -- -- - I EMENT p i 6 APPROVED I ° I - P 1 -I EX SE LAID T 2.X. ° ��qni, �E.ynt, 4s-i- 94°. I I I 7' B..I_. �` C? S C S RO E ---. I 20 WAT R I o 1 AT�e, ViI � I PHY .� �'I S �y �- �VER AND LA AT 2.15 ' � �75' B.R.L.� 1 1 2l I S A E`r; I I f BAR IER TME111 i S I � � t f �- T. .,t� •� POSED SEWERLA ERAiPq PRO-F.H, ASSY. I I I , PRO. STR 1 CONNECT TO • 1 PROVIDE 2 BOLLARDS - I -�' PROVIDE ES-1 RR0 MANHOLE_2 c ,I P 18 1_ J._ T -- I ' 6 DI CI. 50 1.00x EXIST. 95 LOWER MH 1 I n fRO. $S R J INV. =195.55 8 ? 25 -4 R« ,�g8 40 ic I EXIST. SEWER -1 AND _ N N INV, IN=193.45 (8 I rn P POSEq INV. IN= 787.20 (2) o. TYPE: DI- I IN PHASE ll � � I -1 REQUIRED 1 , RIM= 801. 5 .�� l �-��, INV, OUT='79J2 I �1 � S � INV. OUT= 787.00 q -PRO. STR 5 1 I I I I { I I i I -I �' - i it 1 : EXIST. STR PROPOSED s" SEWER LATERAL !I Il , TYPE: DI-3A -- TI I p S �, S I S A4 E _ a_ 4. ER 1 S P (; I ''� I rPROVIDE fS INVERT IN AT BENCH (7878 EST.) RIM- 801.70 3 - I I `� ( -- S4 I CORE DRILL NEW INVERT •y�}y�� } I �NV 79 PRQVIDC KOR N-.5CA ADAPTERI - '� `�' � D CG 11 -I _ �, l2 J. _ .75 - .d . � ATE..- _ �+` 793 Y , �' 1 !d .w---.____•-��� w ��w���. �t�c���� v� w ITV. - �� N46°08'28"W -_ e ss � -Px � q 238 fT. - 8 P4�C SWfR 0.65� -� _ _ 5 9 9.8 0 --% 282 �r - oT�Nc R ®. 5 I W IN �90.9{ I'j �x�sT�c ---- _ { _._ -- -- --- -- - -- -� - - -- -- q 20 DRAINAGE 4SR PRO. SEWER MH 11-8 6 TEE ---- - --- -_- ----- - 4- EASEMENT -- -- 1-6" GATE VALVE ' � ---� - -- -- �- � j %h_ 803.00PaW C� "°l 1'" ►. t° 7�oC �' X. DAWSON DR. w �.., ------------- -' ---- - - - -' - ---1 - - - _--- - - OLfl- !95.00 - i ----- r - -- ---- �- - - - --- - - ---- - - - - -- - - - - - -- - ----"----- i -- - - - -- -'--� - --i - -. // _ , 1-2 METER i I ► � ASSEMBLY � - � t - -4 f QO+! R= 0+D!+6 OG+3 Ft, , - 00+ r� OG+9 T t % " - Z - --- - - -- 37A. 74.50 R / ,�V� 2 5 I s,A. 4465.00 � � � � 00�? �.WN 2 5 MPH w - - -22.34' p __, , p E �~--� _- EXISTING 8 PVC SEWER . \ T . •R, i � � It NO . NASE li RTJADi�AY--- � s � ExI;,. END OF , Ati;.MENT -- -- � O o v f, f H(R1)=21 S 1 " 1-AIR RELEASE VALVE PROVIDE BARRICADE --� --- -- -- - - ---- - --- ; �� E V \ ��A� E�ZCB EXTENSION RECE is V I.1 2 9 W 'CH. �Lbirrl�l� = N %�� � K � .� � - - - - - - - - - - - - - - - �. - � - - t - - PROPOSED 10' SDR 21 WATER 10' w a 10' w 10' w 10' w 10' w 1• w EXISTING 10' SDR 21 WATER MAIN NOVN O V 1 3 2001 L4 - C(.11-11 _ -- - - - - -- - - - _� _. - - - - -- - ---- 'COT. OF PLANNINGIDFVELOPMp.- ct 1- 10"x8' TEE PRO. STR 7 1 -10" GATE VALVE - PRO. STR 6 EXIST. SIR 6 - - -- - - - - -�-- SCALE: 7 '= 30' WATER EASEMENT �' -_-- TYPE: DI-38 PRO. STR 4 2 JTS. 10" SDR 21 PRO. STR 2 TYPE DI-3B TYPE: 0I-36 I+ _� \ 0 R1M- 802.95 TYPE. D1-36 )v4p)V/CSCAZE 1-8• GATE VALVE TYPE: DI-38 RIM= 801.62 EXIST. STR 8 S0'00'�_ FOR REMAINDER OF DRAWN BY7 'IDS RIM= 802.95 _30 15 0 30 60 RIM= 801.62 TYPE.• DI- - -1o"x6" TEE 1- F.H. A SY. PLAN, SEE SHEET 2. PRD.JECT NO. 1-F.H. ASSY. W/G. &TEE w/GATE VALVE CG-12 HANDICAPPED ACCESS RAMPS 1-10"x6" TEE DATE: 70-72-00 1-10" GATE VAL VE I SHALL BE PROVIDED AS DIRECTED BY ( IN FEET 2 JTS. 10" SDR 21 THE VDOT INSPECTOR. I inch = 30 ft. 1-F.H. ASSY, 10' GATE VALVE do 1-10" JOINT PRO. STR 10 M 1-10" PLUG I W/O.V. AND TEE PIPE. PLUG PROVIDED IN PRASE 1. RIME �93.50 SHEET 3 _ of __6 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type _ 1 792.8 791 94.00 18 1.91 RCP 794.8 793 103.00 18 1.75 RCP 3 796.0 795 193.00 18 0.52 RCP 4 797.2 796.3 173.00 15 0.52 RCP 797.8 797.4 78.00 15 0.51 RCP 6 797.6 794.7 40.00 15 6.50 RCP 798.9 797.4 40.00 15 3.75 RCP 8 796.5 7 92. 5 175,00 24 4 29 CMP 9 793.90 793 80.00 15 1.13 CMP C8ext 788.3 788 10.00 24 2.50 RCP 10 7878 783.5 182.00 24 2.36 RCP DITCH A 803.0 796.5 540 - 1.20 GRASS DITCH B 792.5 790.5 190 - 1.05 GRASS I I •J T; C 802. 0 N 'Tl Storm inlet Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type L feet 1 793.00 792.80 - 798.40 DI - 1 - 2 795,00 794.80 795.00 801.62 DI -313 8 3 796.30 796.00 - 801.15 DI - 1 - 4 797.40 797.20 797.40 802.95 DI - 38 6 5 - 797.80 - 801.70 DI - 3A 4 6 - 797.60 - 801.62 DI - 36 10 7 - 798.90 - 802.95 DI - 3B 7 8 - 796.50 - - ES - 2 - 9 - 793.90 - 796.17 DI - 1 - 10 788.00 787.80 - 793,50 DI - 1 - TELI -+TEL 804 - .LEGEND EXISTING STORK DRAINAGE k STRUCTURE CJ PROPOSED STORM DRAINAGE k STRUCTURE - -- PROPOSED CURB k GUTTER DRAINAGE FLOW EXISTING GRADE PROPOSED GRADE PROPOSED GRADE -PHASE it r PROPOSED EASEMENT AREA PROPOSED SILT FENCE SF CONSTRUCTION ENTRANCE I OUTLET PROTECTION SUMMARY CULVERT RIPRAP APRON APRON CLASS _ LENGTH WIDTH C 8 1 8' 4' C 9 Al 4' 3' C 1 1 6' 4' ROOF DR, Al 3' 2' TEMPORARY SEDIMENT TRAP AREAS TO BE RETURNED TO FINISHED GRADES SHOWN DITCH Side Sloe Min. Depth, D I Lining, L A 6:1 �i 12" GRASS B _ 10:1 12" GRASS a a U CL: 11-1 CC a m Cr-1:2 � �" CrM. � G Q FOLLOWING SITE STABILIZATION. Q p RIP RAP CHANNEL LINING GRASS LINED DITCH SILT FENCE INLET PROTECTION (D-0 Ul _ G � -< O J w U \\` UJ �- -< :> Z SEDIMENT TRAP a w L.JO w L�j � Q ~ Q U .t N C: '4 RFCO () o z C) 3 ROCK FILLED CHECk DAM PRC STR 8 f((� Z r d U O z z PROW. ELEC TYPE. ES-2 a �' X a TEMPORARY 4" COND. - w w INV.= a - SEDIMENT �, ' • -.. \ DRANAGE AREA BOUNDARY _ ................. 96.0 w o 0 TRAP B `� \ a a w F-- t- •, w w w w W w Cn cn u, 0 V) v� -ITEL� --JEL TELI t TEt.+-- W w w w w w - - --- __._ - -�TELr -- ---- - -;TELL CC a: cr_ � w Of CD o � o 02 G G < ITGH A 798 - - - - -_--_ - fad ,<INV. 797.67 RFC PROP0,50 EX. 5HED Z ADDITION F 2,&&0 S.F. F F. 800.50 • v fr N SCO. 0 •wy II •801.00 u Q�It1 ,:v .. Uj Z �a J w-- -- ---- �-- - -- - -- - V Cn o .-Ao. STR 9 T C 800.50 r-' TYPE Of-1 2 T 80 40 TIC 801.70 RIM= 796.17 798 7 a) _ ' T C 799.40 ; T C 798.6) T C 191.50 _ C _ TC802.2 �� C T C 197.3C% \ Y 1 CI C 799.40 T I, 0 .67 C 803.67 C 797.40 T 7 615 ; ; � ad T C 796.7 I \ RIROPOS5.D501 I T C 804.75 T C 803.75Lj 804.' S 8 4 30 `�. o' AD n D 80 3.30 HAD o EAD ADOVERHEADI INV. IN=792 5 Q • T' txx�R Doan DOOR DOOR - DOOR DOOR 1>a>R a��x� _ - INV. IN=79.88 4•• PHIAI OVERH H o HEAD 0 OVERHEAD II I a INV. OUT= 92A5 D"* �u N w DOOR DCn�R DOOR DOOR D(0 ( C 300.66 DOOR T 800.66 796.11 D�,R i N FRO05ED -f�TR iD PROD 05ED OFFICEMREHOU5E FRO05EP OFFICE/WREHOU5E TYPE: Of - I T III OFFICE/W�REHOUSE 10,00 5Q. F . OFFICE/W�REHOU5E 10,0o SQ. FT. OFFICE/Wf REHOU5E ��� T C 80 .10 F.F.g `� 20.0 WATER � 10,00 5Q. FT. 03.33 1-8 G.V. WATERNNN R EASEMENT �'�" Q 04.33 10,00 SIQ. FT. III F.F.F•F• 10,00 5Q. FT. / It , x W T Bo .00 U N It #4 .U N I� #2 - - ---� co F.F. 04.33 F.F. 0 33 III _ F.F. 00.33 r �, UNI#5 UN1 3 UN�T#1 w ��' ��+IA , I I , � 9.50 � � _ , I ( I I III 4° SEINER LATERAL ..... . T � . .� . l -- -, - 50.G0' S0.00' 1-8'xs' TEE o • o W� ~)CQ0'_" 50.00 50.00 I III- -F.H. ASS . r,!L 0' 00' -- - -------------- ----- - 0 w - - w I i85'-24� GAP 1-8'xs° RED. ; �, x N50 0 50 - 50 0 50.00 - 50.00 50.00 3.65 , - < . . f -- 1 6 -45 _-BEND - }• 1 C 802.50 ;Ji T C 803 7 C Qa 70 C$bT 2 ' C. 803. C! �.75 - --_- . - TEMPORARY - e T 7. 0 -- - -- - - -- -- -- - -- - - - - N c TEN •r, 01.1 - T � -SEDIMENT Q \ 8 ` Quo C 7 9.15 T C 198.50 Q, TRAP A ° 1 79 0 T TC803 0r 'f '+ 8 i 0 -25 �'� 0. STR , T C 799.50 �a , I I PROVIDE -1 �'' TYPE: Al- i O PRO. STR 3 I I INV. - 5.55 ¢ ES-1 AND v, I Q, RTC 802.85 ,' \J I RIM= 7 98. 0 ii C TYPE: DI -1 0 I PHASE If T -� 0 7 � A ; T C 20 \ I �, C-1 REQUIRED T 803.60 ply- STR 5 \ 191.50 Q °o �i 4q o 5 � EXIST. DI-3A I 0 80 .6 z e 801.70 T 80 I / IP C� l PROt4DE ES-1 T T !.2. f; 8 15 T C 98.90 L ;INV. 790.50 _ _ �+ C 802 50 _._ 80 2i O T C 8 5 '` - I ;z y = . _, _ 1 c` �d C 97.05 :�.. ( RIM 793 75 � � � 8 S.S. 8' S.S. - 8 S.S. 801 � ,.�.�� � � r-•' I P INV. OUT-7�.20 C IP , �� 8.) -_- T }} 804 .f � � IN 790 9(1 , - - - - - - -- -- -- --- ° lam'♦ ... .. .. .. ... .. .. ... .. .. .. .. .... .. .. .. .. .. .. .. ..._ _._._._.__ _- _'_--._.. .i .._....... ... ...... _.. ... .T r , IP T 2,61a- - - ----- - - -- gp2 I END CONSTRUCTION 0 CULVERT C3,' `. -� --\ I 94 INV.= 795.54 I s I IP1 yw IP q 8 42 r` D HLP 04.13 1 can ) c VIDE ES-1 .,. � Ex. c aW�oc� c��. .. \ . _,_ � _... • • ,_ .., • ' - 5 4' W 2 MPH - I 04 TA. 7+50 - �' 1? r (N n } • 5 P . �� END PHASE N ROAD AY - p2 I IP► '. • LIPS R ( W EX. C8 EXTENSION - - - - - - + -• '� � q C� 10'w 10'w', 11�W, w 10'w 1 •w { `�j - - - -- �- - "A c8 � _ I �.. ..... ..... ..... T. STR 6 _ _ - - - - - - PRO. STR 7 PRO. STR It') _ 0 IPRO,.,TR 6PRO. STR 4TYPE OI=3B �\ I �' _ �'S i TYPf. Dr-3B TYPE. Dr-3B C I SCALE 3 •-• RIM= 802.95 TYPE: DI-38 TYPE: DI-3B RIM= 801.6.9 c��c tXI>T STR .�f.-. "' RIM= 804.95 RIM- 801.62 ........... .... N E C'1-3B " GR,4PH/CSCAL,E 30 15 0 DRAWN BY ✓OS ;<. nip �I PROJECT NO. PRO. STR 10 I DATE- 10-12-00 IN FEET ) TYPE: OI- I 1 inch - 30 It. RIM= 793.50 I I SHEET-4 of 6 \ PROP. TELE PEDESTAL Z O ' \ O ,, . • : T 803.75 0 i it