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HomeMy WebLinkAbout46-96 Toan & Associates -Kraft Warehouse Addition - Backfile (2)4 a;, M { y V STENEWALL INDUSTRIAL PARK ec-eric-K, GENERAL CONSTRUCTION NOTES: 1. The contractor shall furnish all materials, 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 Virginia Department of "Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care 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. Call "Miss Utility" 1-800-257-7777, 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verifiecl in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheeits. 4. Any unusual substurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 4, 5. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 8. 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 at the earliest possible date after establishing -grade. No area is to remain denuded for more than 30 calendar days when construction is not in progress. 9. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not ,graded shall be disced, leveled and seeded to achieve lawn conditions. 10. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the County as necessary. 11. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 12. 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. 13. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by V.D.O.T. 14. All fill, base and subsurface material shall be compacted to 95% of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 2% of optimum moisture for the full width of any dedicated right-of-way. Compaction in other areas to be 90%. 15. Vegetation Plan: All grass areas to be seeded with a mixture of Merion Kentucky Bluegrass at a rate of 2-3 lbs. per 1,000 square feet and Annual Rye at a rate of 1 lb. per 1,000 square feet. Newly seeded areas shall be mulched. at a rate of 70-120 lbs. per 1,000 square feet. Adequate watering and fertilization are required to aid the emergence of new .grass. 16. Cutsheets shall be submitted to the hngineer for approval prior to construction. All cutshects should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 17. The Frederick County Sanitation Authority shall inspect installation of owner maintained sewer line; grinder pump station and force main. 1$._ The sever force tnaun, pump station, and gravity sewer line which drains to the pump sfationwiil�e awned and tnainta�tted by�the prap+iii't�ilWnt:r. .. r" 1'9.' 'Me Sanitation Authority shall installall watbrand sewer services' thatexisting lines. The location of the tap and the termination point of the lateral are to be coordinated with Authoritys assistant engineer. 20. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 21. A double check valve backfl'ow, prevention assembly is to be installed. on any line (tire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 101.5 or 1013.. If the assembly is mounted Inside building, a remote readout is required. 22. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final 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.lt is the developer's/contractor's responsibility to have the meter box assembly installed correctly. APPLICANT: TOAN & ASSOCIATES LIMITED PARTNERSHIP 360-2 McGHEE ROAD 22603 WINCHESTER, VIRGINIA 1-540i66S-0693 OWNER: L'ENOIR.CITY COMPANY OF VIRGINIA P.O. BOX 117 BOYCE, VIRGINIA 22620 1.540.837-1110 TAX MAP : 43-19-38 ZONED : M-1 USE : OFFICE / WAREHOUSE ACREAGE: 13.7999 ACRES 4 2-7�95 Revised per..Planning QePt,. comment*. :D C 3 146-95' RevlSed per F.C.S.A; et?mments dated 12-21794 , "t�.C.A.` R.A.M: 2 5/18/90 ,fIEVISED PER F.0 S.A, COMMENTS OF 5/17190 E.L.G. R.A.M. 1. 2/27/90 Revised Per FCSA Comments hh RAM 5 12/02/96 Revised per .review ogee D. Tents dsf RAM Vir 9 _Lnia GAINSBOR0 MAGISTERIAL DISTRICT FEBRUARY 1990 730 �;1;. , /• ` �� ` PROJe 'APB b 709�� `v�--�rrP fi, _ _710 er r l +1_6°!,• 11:f o s Ili• �• e. I f P ..1 ✓ I tee+ Sj 5>�s,.,�_�� 1� �" \ /_ °. •° , YI � - -70870 ,i I �� r ;..:. - , � } r l�. f, r l i r �:. � t t �, ' 3 ,6•"\ " t i / i ' \% 1II INTERC IJGE 82. 61 w` r' / 1 _ J ./ 7- 1, 9 i ' Ir ��. r , 0 4u� . Wiz% �� ,'• . t ` o . ,,, t t ,� r - - � • r r �'Tc �,i 37 • 4 n' ,'' r ✓/, "'y'1 ���}�,,- _ / w ^ I"°CS 1. t8 �! 9 bk84"/+ 1 i y r' at r' r` e ttt ! ! 4 o vi: r t. ,.� :,,� �� i1r rl�. s"��r ti� �9� 1 f y�� t. 4, ."tf/!i'7 ✓-�r ( qFl +, I f s u • I } , • t � '`•/�pl. gyp, � h l� :p�l r >Y;or�t � i ' G, � 7: ,..�,. ..ter `i; , ,, ' �•f � r.! ,Yr r�ZtS il:i.:x i�, 4ar'- �� _ , i •� ' �' � / b � . a i r ;� `i f' - BP1 _47 D l 1 X 1; %• is _ u CK�_, 72V :' o , i �� `'" (l� 11^ ,rho !� �• s`h ., x', �. r ,'v,r1.. p 1 a'r r�F�`a ° St_• r 1. �• .i �� � 1' � : � �. � "•ti,, G Vicinity Map Scale: r = woo, REVISED i ►lVUARY 1995 REVISED OCTOBER 1 996 ' gilbert w. clifford & associates, inc. Engineers Land Planners - Surveyors 150-C 01de Greenwich Drive 200 North Cameron Street Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 day q 16 DEX sheet description 1 COVER SHEET 2 SITE PLAN `t Revised Jan.95) ' 2A REVISED SITE PLAN 3 PROFILE'S 3A REVISED PROFILES 4 MISCELLANEOUS DETAILS APPROVED BY FREDERICK COUNTY Z❑NING ADMINISTRAT❑R �47 ❑ NG ADMINISTRAT❑R DA E SITE PLAN. SHALL BE -VALID FOR FIVE (5) YEARS FROM THE, DATE OF APPROVAL 0 t=1. d * O� 1. NO.020674 �,i % � e � Fa se I0NA1, e� N e SHEET 1 OF 4 LENOI COMPANY N F R CITY COM - 8" Plug Marker -- OF IV►RGINIA Estimated 100' Year Flood - - T 1 g & t _.__- ---. - 8" �. _ o Joinis W M , Elev. @ Detention Pond = 72Q59_ U__ .-- `T - - 116 _ `^ Zoned: M1 _.- Use Get ._._.__ -__•. ,., `- ,,1 ._ _ ,_ al &Industrial 20" WA • Commercial ; i Detention Pond By Others PIN: 43-A-63 "1 EASEMENT r EC-1 1 - FIRE HYD. ASSY. 1 - 8" GV. & BOX (TYp) 5 ,- E_ _.. -Silt Fence Stroh s a\e r'o 37 Inv. Out 716.00 -- is �,efi+c;�;P iJ tit _ - - 03 _ -- -'- -- _ . _ 88 1 /'' fib J _ E.) 1 FM -_ 25' 8.q.l. � � � AICC�S �, Raw . � 6" DIAMETER STEEL PIP` (Sched 40) t On Site ��' EX. F.H. ASSYPAINTED YELLOW AND ^ Provide two bollards. Paint S �. Pura Station- X / P hydrant and bollards yellow. EX. STR. 1 TO BE RELOCATED FILLED WITH CONCRETE. ^„ / r M Inv. 714.25 f/ �S , �0' y a Type = DI-7 FOR MAIN I `I FORCE � ,r � �c�p Tap j Inv, Out - LQO 1 - 99 Ell � ' �, - ,�...-�` ____ -� � Inv, In 18" i 718.25 � 7 EGATE AC SS BRAD Inv. In 4' = GRAVEL AREA -- _. \� 2 717.45 PHASE 3?5`� f 'T •. - l � Y. � .___.-- ,Ro,� SEcr y � � : _� %' PHASE 3 DDITION � I ' � T°psol(, N of - ��� P�IASE 4 -ADDITION / D C A / 1 l SEEQ FF - 725.0 FF 725.0 I N -18' DIAMETER CONCRETE 61,532 Sq. Ft. 29;250 Sq. Ft. I `� ` Building Height - 24 ft. M PHASE III `-. RELOCATED STIR 1 L-`` 9 9 •� r 1 - EX. 8" TEE RIM=719.75 .� , , THIs AREA TO B ° � 1 - EX. S" GATE VALVE: � / . / � _ �_.- 729 i a REMOVE EkTRA WATER PIPE / / INV, IN=716.88 USED FOR TRAIt.R - ` INV. OUT=716.78 \. ,� - "= SAND PLUG END. I N _ _ STORAGE ADJUST EXISTING WATER MAIN TO AVOID PROPOSED STORM 1 -- 3 f? . �� PROP. STIR 5 -TYPE DI-1 hPROP. I , ' LOWER EX WATER MAIN , PROP6 -TYPE D1-1 O , RIN=720.75 RIM=72DJ5 ri �'�' i` .:� IF NECESSARY. EX. 180' - 24• RCP 0 0.257 --- INV. IN=717.60 (3) INV OUTF718.00 / \ ( `r TO BE RELOCATED '� '� l Q, 2 o; `" `�, INV. OUT=7'17.50 �, �`' c,; / . • ADD 14 G V •,. . ry . , r, 7 (� �} �[� f{(,L�. �q{� (l pi % d' ` r WAl EI\ li V .1,'1�II ILLS 4 • • / , d. ! d ` / BOLLARD DETAIL EX. STR. 3 / d 160 F1. 1TACID ®0 5% , ` • a , . I J z oF� , Type = DI-7 Mod. for Height 1A � j • d N.T.S. �' Tap - 720.75 .7 1$ R ®0• e . , EXISTING TREE- l ° d 'TO BE gtOCATED . >/ Inv. In = 718.00 I .• / 3 y i Inv. Out = 717,90 / f f NOTE: FIRELINE SYSTEM AST BACKFLOW - Y WA RAIN $E0 PREVENTOR IS PRIVATE. -� EX F. r { REMOVE 8' PLUG /,� P•Ezistin Str 2(tv remora .RELADAT2 i9 _ � �__ ) I DI-3E3 ; \4 NOTE: EX. TRUCK VOLUME TO 112,300 sq.ft. ' Q) 4 1-f; TEE : �__ r_ .---- i �' t , ;' WAREHOUSE = 48 PER DAY. TRUCK VOLUME a' . d Tap = 724.00 , , Q` f , �h �' 1-6� G.11" $ y Inv. Out = 720.00 / t i . / TO PHASE 4 FACILITY COMPLETE: PROJECTED l ®.. �. 1, / r E3ACKFLOW PREVENTER f / AT ADDITIONAL 17 TRUCKS PER DAY OR A 10' / wry'^ i' . • l r /' .:/ ✓ ,�' �' 'o�� 'TOAt Of 65 TRUCKS PER DAY. / EXISTING UPRIGHT SMESE a c� �� � f N ' c 'r • . FIRE` DEPT. CONN. WITH 6" DU1. t w Loading dock door 6" ST1'EL, CONC. FILLED BWAROS ; r / 2 r Typica� of 9 • ' d e • . / ?F' --- G.V. � 4 $', FIRE SERVICE TO BUILDING �..F '; :ram -1 / - co 99 BEND EX, Z 8" G.V. BOX 90' BE�" � �1 / NOTE: PHASE 4 ENTRANCE TO BE CONSTRUCTED ONLY - - - �' • d • . '` AFTER THE EXTENSION OF TYSON DRIVE. EX. STIR. J4 Type = a-7 Mod, for Height th a YP .- LEGEND � `' / ; . -' /r Top 720.75 , ,�..� / �. ,, � aX�O�o� d�oy Inv. Out = 71E.50 ,. a �� ��'' �,.^ ' N 1 5: /,/�, -_ if y op Fed to b ok fsp+ ' 1Tk''� PROP. CG-6 w/ REV. GUTTER STYLE -_ , : PROP. CG-6 x •� � `� _.__ .. _ � X , s R-'- , � max, O' 20'0 SF OFFICE `�\ \ ..' 4 .Q % , ry� �� ,/ ENTRANCE TO BE--- Fic- �tlfi y ^`O 2(r _ tiev = 725.50 � r c,'�` I` Y ,. nvn Out - 723.00 cry, EXISTING ASPHALT J �� ; ART OF PRED 728 GGSITE DE'VELOPME'NT SUMMARY' , 4 r--�: r)rst " ` �.., �, � ✓ `, y� ( EXISTING AGGREGATE TO REMAIN o MAG/STf_ R/AL DISTRICT GA/NESE10R0 : ✓!j \ .. f t �'� ,F ; I ' EX/STING LOT AREA 13.80 ACRES l�✓.^ \ _ \ x. wc, , , .�" `4 \ ,�` V 1 EX. F,H. ASSY _ ` c ,�..�4�n;�+ �5.. ; PROPOSED AGGREGATE PHASE 3 ZONING bl1 `r, - _ * % ' / o ^ 'r;` .i;•' � CURRENT USE OFF/CEj1�MAREHOUSE Ex. Manhole #3� F ``�''�, v \ �R 726 -� , TAX MAP TM43-19-38 : = Rim E l e v == 7 2 8. 6 5 4k �` � 1 �;� _EX. 1�1i 1 r--- 726... .. �s . Rim Elev = 726.00 i i I ,., o F SETBAC'KS.• Inv. I n . 719.40 � - _ � • �� -;`� � � - - \ `-,��' � i � >?� � \ � o EX. PHASE 2 AGGREGATE TO BE PAVED FRONT 75,0' Inv. Out = 719.3p , In 722.10 , ~. �// AD,roc 4'o; - SIDE 25:0' = 719.5 w Inv. t 721.90 / T o ^ o ^ Inv. In 0 �X. 3/4" WATER METER ' - ,' r�pro: � �• REAR 25.0' NOT\ PROPOSED PAVEMENT F[OOR AREA 223,282 50. Fr TL !S, A PRIVATE SEWER SYSTEM. g b , FAR ALLOWED - 1.0 FORCE -MAIN, PUMP STATION, AND FAR PROM DE D 0.37 � L C^ ^ - ': r 9 GRAVITY SEWER LINES SHALL BE + o <\ � � _. 0:; ��, , $ � >�j_ Q � � 1 I� / .--, � /. FIRELANE EXISTING WAREHOUSE AREA - 112,300 SO. FT. OWNED AND MAINTAINED BE DBIELOPER. orb & , � , - - ®d, 42 EXISTING OFF CE / WAREHOUSE 20,200 SO FT 4,/ PROPOSED WAREHOUSE IN PHASE 3 61, 532 SO. FT �� f» ? r / ; ' tier C9' r._' ' \ ti /' / '�'' EXISTING TREES PROPOSED WAREHOUSE /N PHASE 4 29+250 S0. FT U!_TIMAT£ WAREHOUSE SPACE 215,082 50. FT NO. OF EMPLOYEES P£R SHIFT B CIS r C. F � ..� j •.. r � f i't''' + Y _ / j� /' �i 7 PARKING R£OU/RE"D 8 �0 F ' 1 /t�' `ti CSC �`� =S� �'' L - /;. /ANAL SITE PLAN oFFrc£/WAREHousE 20,200 sQ. FT �XN N/NG ✓� IV ° 'oo Gar '�� `` �:/ y�� f / , q�p VED 114 OFFICE SPACE 6200 O 112,50 50. FT 43\ MCI i by Ex. Manhole #35A '/ + Q 9 ji4 WAREHOUSE SPACE 12,000 O 1/EMPLOYEE 19, Rim Elev = 727.50 \"� / '` �.•3 / r,9 1 l�l OAT 2 Inv. Out = 721,30>' OFFICE PARKING REQUIRED 32.8 \ 1 % WARVA)ICSE EMPLOYEES 8 Jy ` WARE!*?USE PARKING .REQUIRED 8 TOTAL PARKING SPACES R£OU/RED 40.8 or 41``�50 2.5 0 50 100 ` �' w TOTAL PARKING SPACES PROVIDED 57^` ` t i ;1 ' , _ HANDICAPPED SPACES REQUIRED .i HANDICAPPED SPACES PROVD£D 3 LOADING SPACE AREA 222,500 50 FT. LOADING SPACES REQUIRED 5.4 O 275,082 / 40,000 SO. FT. LOADING SPACES PROV1,00 204 LANDSCAPED AREA REQUIRED 3.45 ACRL5 O 25X LANDSCAPED AREA PROVIDED 3.49 ACRF3 O 25.3.? PARKING AREA LANDSCAPED REQUIRED PARKING SURFACE AREA 174,866 50. FT. REQUIRED PARKING AREA LANDSCAPED 8, 743.30 SQ. F'. AT 5X OF PARKING ARFA PARKING AREA LANDSCAPED - 43, 924 50. FT. PARKING LOT PERIMETER - • 2,100 FT. PERIMETER TREES REQUIRED - 5Z 5 EA. AT 1 TREE140 FT, SPACE TREES REOU/RED " 5.7 EA AT 1 TREE/10 SPACES TREES REQUIRED 58.2 or 59 EACH EX. CANOPY TREES 31 EACH ADD CANOPY TREES P.ROV70ED PHASE 3 30 EACH DISTURBED AREA 10 ACRES PH4,'5E 3 PLANTING SCHEDULE COMMON NAME S/ZE OUANT/TY ' a L-1RADFORL) PEAR 2' C4L . 15 DOGWOOD 2" C4L. 15 LIGHTING SCHEDULE SYMBOL OUANT17Y POLE IN 5 15' All water main to be PVC SDR 21 All sewer pipe to be PVC SDR 35 FIXTURE FIXTURE (2&ANTITY 400 WATT MERCURY VAPOR LIGHT POLE (typ.) Ex. Culvert 108' - IT RCP 0 0.58% Inv. In = 722.90 Inv. Out = 722.25 L (r ri NOTE: NO ACCESS TO SITE VIA TYSON DRIVE ( IN FEET Q / f inch = 50 ft, it R-O-W WILL BE ALLOWED. THE TYSON DRIVE R-O-W WILL NOT BE DISTURBED DURING PHASE 3 CONSTRUCTION Toan & Associates A H pF Revised Site Development Plan o� � ow. ' _........ � I _ Mqj �ost;e< Stoney►all Industrial Park Frederick County, Virginia * ONALD A. MISU]VSKY, JR, Z o NO. 020674 Gilbert W. Clifford and Associates, Inc. SHEET Revised per FCSA I Feb.JLw 3� lam{ IS7 Engineers Land Planners Surveyors `F Revised per FCSA and Fire Marshall •/Comments 24 Jan 1995 RAM p �� Revised per New Warehouse Layout/ 25 Sept. 1996 JDS 'QCk ��� 150 c otde Greenwich Dr, 200 North Carter -on st OF Revised per New Warehouse Layout 15 OCT. 1996 DSF F NCB Fr'ederu_ksbur'g, Virgola 22401 Winchester, Vtrgtnla 22601 Revised per Review Agency Comments DEC. 18. 1996 DSF JO.NAL (703) 8Q8-2115 (703) 667-2139 4 720 730 Li X 720 710 0 0 r- ry f- tj l ai 1 0 w II :I*zw cj� II CI-CI-�a ZttzLL �a— PROPOSED FF=725.00 (~n _ EX. GRADE PROP RADE" 155' - 3 " RCP 210' - 24 RCP 0.29 160' - 18" RCP 0.25 0 EXISTING @ 0.5 % TO REMAIN LOWER E . PIPE v IF NECESSARY C� w U� LLJ Lli 00 00 ci X W X W O (D 0r 0 — — — . 00 r- -- 0 O o LD r II00 p r Z II � Z - -� O r7 O O r O r7 � 6L r` O 0+00 740 730 X W 2+00 3-4-00 4+00 5+00 u�30 730 r` O CJ r` II Ln Cl ch F0 (n EX. GRAD PROP. GRADE 720 720 0 In r; r` t•- 710 0 EX. GRADE\ ----- PROP. GRADE _ -""- PR P. 8" WATER MAIN V) -- Q X __. --- --.-- - o� °� o o i > > W W W C� W �C) O L� 00 fl Ln r7 In 4 Ul CD 00 a7 a7 O O O O O d� � r r• � r � I� � r\ r` � � 0+00 0 In N O 0 rj O h r� N fl II In O r` __j w ctCjCNI 730 Q'-Twl- _. L 725 720 715 1 +00 2+00 3+00 4+00 5+00 6+00 In Ln N N NcN Lr) Ln N a II04 � It Z O II — II >> _�> _M» ��zz MEFrz Cr Z Z 730 J ----- ----- Oz -- 4 II II w ----- F— c Cl a Z -- - -- z z z ONCYOOf F— In `t w <i m H Q� O E-- a O Cr cD Q J r� w r` -1 o0 r, H 3 II Z CL 3 r\ W� ~ Q U r — �` f` <L CL z 3 F—. V II It ,- C>.?—L2 �Q -- ---- --- ►2N.—.Jm d Z N _ -- Z — --- -- -- 00 _ 130 - $ " PVC 62% 7777�'-- - — ---- - --- - -- --- ILL ---- LL p,jG 0 '1 1-�.'--' ILL 1 224 8 2 39' - 8" VC @ 0, 40 I r or) rn o N N N N P6 c J N N N 00 N O r� 1 +00 2+00 3+00 4+00 5+00 0+00 Sanitary Sewer Profile 725 720 715 740 7 310 C1 C 4 r. (Y E w II ~ v U) >-0 Xa II � I . I I 1 I -- - ROF, r 1g N OT : RELAY 0 0 cc, w o r` > co II Ln r Z w O a r- 00 C) Cal (J of r r� CI- 0+ 00 All water main to be PVC SDR 21 All sewer pipe to be PVC SDR 35 7-1 ONCRETE � PAD DEPTH r, I ----A� AGAT 3 S[ 1 +00 0 730 730 0 C'J r � II � a. O Cn 720 720 REMOVE EX. PIPE @ 0.63% IN TRENCH @ 2.10% Ex. Manhole Ex. Bench Elev. O In r- r I I 1-- O I c:� � CJ CC W If CL C1 7- O I— F— X W 130' - 18 RCP @ 0.237- 0 r- if r' Z Cr n II — � w Q r�- 00 Ln 0 X N ram. N r� W 0+00 existing grade q'd FORCE MAIN TO MANHOLE CONNECTION not to scale PANEUA MODEL PA-49CSK (4') Gass A Concrete Skid Pad 20'z 20' Square Shape Only nstall flush with rrounding Surface q. Carefully Compacted BacM Aggegote Base INSTALLATION DETAIL SHOWNC SKID PAD FOR PANELLA CASs IRON CLEANOUT CAP NTH BRASS PLUG HAVING A COUNTERSUNK SQUARE HEAD FINISHED FLUSH NTH SURROUNDING SURFACE, PANELLAWDEL PA-4SVCSK 4" PANELLA MODEL PA-6SVCSK 6"� 20' SEWER LATERAL NTH CLEANOUT SEVER CLEANOLIT CAP AND SKID PAD TYPICAL 1CTION TOP NEW NOTE:.75 N APPRO D NiMNC0[(ANMLBLY Sf�{AtRiEX�EEDS FURNISHED AT THE PROPERTY LINE. t� SEVER CLEANOUT DETAIL Not to Scale 14- 00 n 730 N II i J 720 ltz O � 0 00 X w r;. ILO z� _w I 1 • 7' � ........,.DE?BCTOR CHECK g"=gMV * ' 24 =� ( (eee note / TEE 8" DIP v OUT M 8" DI _.. 4" bALL; DRIP CHECK VALVE ; ......... ....... ..:I:::::::d ............... 12` PLAN VIEW 4" VENT •,- MUSHROOM 30' x 30" ALUMINUM ACCESS HAT ANALOG REMOTE 4" s 2 I/2' r 2 L/2" %AMESE CONNECTION j .. READOUT {CTR ALUMINUM 5,000 PSI ACCESS LADDER,,"REINFORCED CONCRETE 8" 0 S & Y ;p GATE VALVE ` 12" 8" F.C. ` Ix N STEEL PIPE' a" Die 12' SUPPoRTS BLOCKOUT FOR DRAIN SECTION VIEW NOTES 1 CLEAR FLOW VAULT SHIPPED ASSEMBLED 1►EIGH[NG APPROXIMATELY 28,000 IBS. 2 8" AMES 30OWS DOUBLE DETECTOR CHECX w/METERED BYPASS VALVE PIT DETAIL Nat to kal? GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) I inch = 50 ft- OCTOBER 15, 1996 200 I e m d SUBMERSIBLE GRINDER PUMP Duplex Stal-mess Rail System SE TI N 7C PAGE 7 ISSUED 11/89 SUPERSEDES Model: DSRS 1-1/4" Discharge SPECIFICATIONS BASIN: Fiberglass with 3' Anti -flotation Collar. FLOAT POLE: 1/7' SCh. 40, PVC. DISCHARGE HUB: Steel with Black Asphalt Coating. BALL CHECK VALVE: INLET HUB: 4' PVC ' For Field Installation) Quantity: Two COVER: Steel with Black Asphalt Coating, Vent and Housing: Cast Iron Lockable Hinged Access Door. Ball: Phenolic RAIL SYSTEM: Qty-Two, 304 Stainless Steel Channel GATE VALVE: BREAK AWAY FtTT NG: Quantity:Two Quai7tny Two Material: Bronze Stationary: Cast Iron EXTENSION HANDLE: A'Oi/atNr9: Cast iron Quantity. Two Diaphragm: Buna-N Diameter: 3/8" PUMP BRACKETS: Qty.Two Each ,304 Stainless Steel Material: Stainless Steel JUNCTION BOX: Nema 4X with Cable Connectors LIFTING CABLE: Quantity Two,Stainless Steel ELECTRICAL COISPLING: 1-112" NPT, PVC with 27001b. Breaking Strength. LEVEL CONTROLS: HARDWARE: Stainless Steel Q::tdrtti•,Four DISCHARGE PIPING: Stainless Steel Typp: Mercury OPTIONS: Depths Other Than Usted;lntermediate Mounbrig: Pipe Support for Depths 12 Ft. and Deeper; Raised Houstrig: Polypropylene Discharge (Consult Factory); Low Level Alarm C Ord ' 9-2 SJOW-A Float; Other., Pea pSapnes 851 Nate Mar Stneet Me, fitw• Ohto44902 Phone d 1915,?2 - ` GRINDER PUMP DETAIL ,'DR 35 So'o.' by Gasketed SOP 35 Spigot by ( factory Fabrxaled SDR 21 Gasketed Bell 45' Bend -SDR 21 Gasketed Bell by SCH 40 Solvent WeldBetl 1 Bell Adapter I Test Tea (with Recessed Sgvare- Head Piuq ) --_ Pump Station to be Peabody Barnes Model DSRS Submersible Grinder Pump Duplex Stainless Steel Rail System. Pumps to be 2 - Peabody Barnes SGV 2062L 3600 RPM, 2 HP, 3 Phase, 60 Hertz., 230 V W/ 1 1/4" NPT Discharge Op. Pt. 250 gpm @ 17' TDH Motor Winding to Class F. Pump Station shall be have 48" Diameter and be 162" Deep. Duplex Control Panel in NEMA 3R Enclosure for 230 V , 3 Phase v 60 Hertz. Power Supply with Alarm Horn and Light. To be Peabody Barnes Vestrol Pump Controls or Equal. SCREW TYPE ADJUSTABLE VALVE BOX 10 0AUOE INSULATED COPPER WIRE ALL THREAD ROD - PANEUJA MODEL NO. ® PA4SVCSK FOR 4" PIPE SOR 21 Gasketed i a. r PA6SVCSK FOR 6" PIPE Ps I SCH 40 SDR 35 8'x 4' So Neni Gasketed Bell Wye 18" Length_ Weld Cap of SCH 40 Pipe 20" 2 O 18' o� 1 1 36" Min I Cover Y 20" Treated 2-x i . Top 6" Panted Green OONCRETE 12" ea 4"Pipe at20099 Mwt Grade •1 f • • .lr• STONE ; ;{ : ;; ; ;; ;y; ; r; ;' 3" ALL FITT INGS UP TO THE FACTORY FABRICATED TEST TEE ,M ARE TO BE GASKETED BELL. 1. THE TEST TEE IS TO BE MADE FROM TWO SEPARATE FITTINGS SOLVENT WELDED TOGETHER. IT NAA HAVE PVC PIPE r A SOR 21 OASKETED BELL BY SPIGOT ADAPTOR JOINED --. TO A SCH 40 SOLVENT WELD BELL BY BELL TEST TEE THE L94M OF THE ADAPTOR AND TEE IS 70 BE r'- PERFORMED AT THE FACTORY THE TEST TEE, NIPPLE, AND CM ARE TO BE SOLVENT WELDED TOGETHER AS A UNIT BEFORE INSTALLATION AMENDMENT NO 1 JUNE 90 SANITARY SEWER LATERAL DETAIL 2"R I 13" 7" The bottom of the curb and gutter may be constructed parallel to the slope of sub- 6 2 -0" surface courses provided a This area may be concrete minimum depth of 7' is at the option of the contractor maintained This curb is to be used when Note: Comb. curb & gutter having a radius design speed s 40 MPH or less of 300' or less (along face of curb) shall on Rural highways and 45 MPH or be paid for as radial combination curb & less in developed urban & suburban gutter. areas This Item may be precast or cast in place. Concrete to be Class A3 if cast In place 4000 PSI it precast. COMBINATION 6 CURB & GUTTER ( CG-6 NOT TO SCALE 1 •'a► .w CLEAN -OUT QUALITY WATER PRODUCTS MODEL PANTIGHT. ( ASSEMBLY NO: REGiRiFD ) WITH HEX -HEAD STAINLESS STEEL BOLTS O.A.E. CONCRETE PAD i'-6" SO, x 6". USE IN ALL AREAS NOT N PAVEMENT BARE WIRE WRAPPED AROUND VALVE BOX 36" MIN r VALVE STRAPPED TO MAIN ,VTR. MAIN STOFk AND BAGO'ILL GATE VALVE DETAIL W-a 10AElul ®®► i[aIM N 0Mwill ®Et■®®will �■nMIN 3 ► WATERTIGHT MANHOLE COVER HALF PLAN _ _ NOTES TYPE B B For mulitpie line Installations Direenston D is to govern the protection outside Ina channel TREATMENT wldtn (w). IOn any Secondary Roads installotion ragvinng erosion control Ireatment waefe no L--}--2H- endwail of endsection is specified on plans, construction Is to be in accordance with Ost .1 2 %nown obove Type A or B treatment to be as speetfied on the plane. M Type B 0 The tot: 6" of the stone sholl be grouted in occordonce with section 416 09, except elan the portion below the top 6"may be choked with fine moteriol - . 18 6" Rip Rap Filter Cloth Bedding to De installed under all erosion (antra stone in occordonce R'p Rap with the specifications Filter Cloth 9" Beddng SECTION A -A EC-1 DETAIL S REVISION job number: no. date description by Ad. 1 2/27/90 Revised Per FCSA Comments 6f 2- 16-90 hh RAM date: 2 5/18/90 REVISED PER F.C.S.A. COMMENTS OF 5/17/90 E.L.C. R.A.M. 3 6/20/90 REVISED PER F.C.S.A. / FIRE MARSHALL E1 C. R.A.M. d d b esigne y. drawn by: approved by: PLAN , Drection of SHtmq to be approved prior to Installation FCSA APPROVED ---- H'r GRANT O VARIES AS REO'D '-F=p 36- MAX. Concrete Pad 1'-6' sq. x 6- 2" min I BARE WIRE WRAPPED j- AROUND VALVE BOX f I 10 GAUGE INSULATED 36' min COPPER WIRE SCREW TYPE 7 cu. ft min`5 Stone ADJUSTABALE VAVLE BOX ff / 4 HydrantHydranl Tee 4 6" M J Gate Vah r strapped - _ to the Main Form Board as Req'd Note All thread rod 10 be stainless 'f steel or tar coaled PROFIT F END -SECTION 12'-60' PIPE "'b and on a.M end-tseeaea rlpiearle an eaal l,b-IKnplw x 1-- x I E Concrete to be I' Class A4 PLAN I-- c tisixic A --- --D-- - -I I E SECTION X-x END VIEW _ EAD-SECTION UiE1490NS - DIAi/ A 1 8 D E t2' 4" 2 d _C 7- Cr 4• dr r-d IV S' 2'-3" r-9" 4'-CI 7-6'• 4- 3 tT 24' 9V 3-7" 7-6" 1 6'-1" 4-0" 30 r-d' 4-C r-7 6.1 ' 5-0' 3e r-3 to s I" 42' 1.9 5-3' 2-Ir' r 1 6 6' ale' z-0 V_cr 2-2' 9- 21 r-(r -11 5-0 B FIRE HYDRANT DETAIL ALTERNATE END -SECTION 12' - 46' PPE ES - I Nb MN OR eWM tpd-saeliaw �lpi�daM all eekr.111$-itwh.n. _--- -- - x .. ---- •- --' E ConaeM to be .t _•---- ---- -_ - - __ _ I Gan A4. PLAN` I C ' air � 9ee1 fabrt `:--- I-- --- D SECTION x-x END VIEW ENIN_SECT" DiMQ+SCM DIAM. A a C T D E 12" 4" 2 l7 F d 1' 9 1" 20-O' Z-31 3•Id IN" 24� _ 9- to. 1-0" 3-7' 2'-3 6-3" 4-0"- 4 -7 6'-1 5 O" 1-3 S-3 `36 42 1'- 9' 48 - 5- �¢ 0 -11 e' 2 7-0 C.. I tvo`E •nr• rrpfM snap on plain ale - - baw Enector d-Sdeep+ Mow -- , �' rd er Mt 4 sly cantrOcto, elects b,e. the dlsmtN1 b..1 e,own y ev rMht, Is'q+M ",el Da wrecM OY ate dif fee- n d•aneen'D'. SLOPE DETAIL ES-1 DETAIL DI-3A-38 3C e4.4's..00o-r.0aove<12'C-ctobeP.."akeawgac•nr SMIf IOfZ r o►.,., c.nc, /e M peMM NtrrlM hl Ill- E-10- in WooldowsNo 2".4'hachmaybepovloedSoo Skmdora T01 3,4oiWeialedesigi. t .Etlt Goi.an,red I _---For aefWs of lintel Frame 8 Cove GdvoreiW pore b W bent - / Bra 6 Ist•a' r_ see SI'd IC-2. on anangiaofs6'30'olwnto I 2T e- - owe C W orctwradwdisor h J%4`ssud v L - - , rr Min F conrwelar a raided to bath pb+e �-� r , % .4- I .t r i .acres r .nela wtrn se 1'r e t-r --�+ t e T* A Type 6 ,Ii-6 S'•d 1} NOSE DETAILS •• B _y` I J--4-La-•-{-J•--+•�.4--e- a-+--+ 1-4-4-� Ma A _Kith CaMt A e" II E A Pea r Cwt, II -W r Ir• B•yy, Y d �' I Mn 0 [ abw Br� E.perrron As r,v - rw.w Ij- rt• Eon i E.pohsfo. .bsa If dial b ".4h` 1*4 fry ktwen Crk er .Ito iateyrol Grb, a.1iw,a to sal Nirtr/e.IS"11wa�tI- ri- �o.-�' PLAN �-,'o" SECTION B-B r Al B "d r�lett Jp1M Apro•ch Ga'ar - - c-- Gvlw [ Lt ------ -•---------SabD.N eere ' - - - - -AS' DI.-M, B.r. F er. [ S 2 K"l Bore I,-Y we.. 1,oM -t B• •S ab,a"t., TV.A rnw d.lal h.0 b. "ad Or24 •swp, 1 I NOrdrare loth Hole wth CG-1 a CG-1 E'onoorde I I D Irll4'_I,' �) 1 Trp. It, e drai allot' o. +".s FRONT ELEVATION ..rh CG-2 B CG-s S'a.dwe. epa m• to ea rwa.N) ..,.., w 3'dwNndi �. h. Lars I • : i -D'' oche h"�" M roe .raW Me Mr, G! i'Y pwbr Opt n,,Mr .ran n,. ppi0,r 10 w.,,. IrbboN -IV,. We" e• " • ' • • • Fy /,o aroq t.. A d m. tlrvciwe iM n,en er rM rtr uc',.r. ,ewu fir sr'ep.d .•n •ri 2 oiv"+a hwd.".a T J Sid ST" G1M'" ,na tw z p, erani en Woo-,,g00 0 •, ppn any or .tlr m'M cbn l/4'rwa. w pa'.on,a.d e,.M 1 B'�--- =''r'-"I e' 'Ynwt Shrnoad r, s et, ty conu,uc'ed .,m conveie a.vcrvra The :oar file M,.n M,aomy aria be mu.dbd ,n fine ..41'a 0 03 iwce.--b., 4 ,+r..h f"---d=0• abca ,n ac<adance .,•n iM aeiaia NOYm a' piny bid Ie, Me 14-1- Snndo'd Wr qDI-MB "ore..racb,heKh.wd I.., 1. SECTION A -A _ _ _ For di,sdwow,d sna ouoMnr for row. bee sh", 2.f 2 e0 W N .Ir uclw•. [• -i ifAer. IM. q-3a 1 L� t ' I 1 K 1 ram- e,�..a. 1 It- i t^ •.d� --- - I 0- DETAIL WHEN USED Fw ..... Wei. Fw .ale h, ..v ADJACENT To CURB owl" &ilea b A .rw,i.l•.KOI T..-H"d.rVns.an spin ,M SId'.dam oral sn.w w.aafw a pkm or "MI ir . bt bo 40ped a NewdwWITHour OUTT EA awn weonw o" 'M awn .v' 0. ,.Nwa.4 1, st dwd Pilo. If aNA"-i Tel r of NA" Mbane a1 •Ifrdb IM nva' 1 0l IM wHO p p. b et '.p of YKMwW b rh• Nop•ny b Ia b. nsldW w 00 pep ble ear se dine noel W'"'s r•V "r."afur. e.e.'H•4-6, 0.1 yr. sporo•wn Gl. apt, to, o1w ;.y s",po1N a.d'I• wgal ameMan. 061 p• dale, 4 by In. r/ntracbr L•ryM w aM (LI -0. w.aer, taN, 6. ah<trrl w p1An. tiu., IMd condiHNe when I'd.l It .Mil 1. W-Q rodlan, beta el 1.10 i. 1. N YrpM h arlww ."h pop..e0 (crib TM H•a ery Oopr.c..t a cod i. pI.K. 9211 FEBRUARY 1990 RAM HDH CEM DI-3B DETAIL tit l� OF L C. E MADDOX, JR.' CERTIFICATE No. Y 7091 L �. %Z9FESS101 t% 1 '-6" -TOP OF MANHOLE AT GRADE N PAVEMENT AREAS. SQUARE SKID PAD 6-THICK UFLESS OTHERWISE DIRECTED. TOP SHALL BE SET 10" MN ABOVE GRADE N EASEMENT AREAS. "VX 1_-1N\`4- • CONTRACTOR TO GROUT MANHOLE '► - COVER N PLACE. •! �. 4 BOLTS (3/4" DIA.) 2ti.• .1' • ADJUSTMENT RINGS (1i"MAX.) e 8- MAX SET ECCENTRIC CONE e SO COVER IS DIRECTLY BPPOSITE THE DOWN- _' STREAM SEWER j CONCRETAS TM C-150 , 4000 PSIE ::.� 112" OR 16'•(<yD) , t s • _ PO1EER 301 . ' MASTIC APPLiED ' d BETWEEN JOINTS AND ON EXTERIOR JOINTS ARE TO BE SEALED • "r' •� SVC OF JOINT WFFH "0" RNG GASKET �----- • 4 VARIABLE • 4.0.. e ID. F . PIPE TO MANHOLE e CONNECTION TO N BY FLEXIBLE SLEEVE INVERT CHANNEL TO PROVIDE A SMOOTH TRANSITION N TO OUT, FOR ALL CONNECTIONS p . 3'-0' MIN. 3'-0" , . , 2'0" MAX ------- '.4 MAX. GROUT BOTTOM OF MANHOLE i ' • ir_ ar i TO FORM CHANNEL �= ; ' ? 0 0 /2 :•Si'� ' TOP OF BENCH- s /' : WALL S AM ELEV . ° ; a ,r ,' AS TOP OF PPE 6" BEDDING OF ' °•' e68 STONE ° NOTES: 1. Maliltok sedtons shall have an external coating of approved bitumastic water proofing prior to instaTktion. 2. Concrete adjustment rings must be used if adjustment elevation exceeds two inches. They Shan have an exterior coating of bitumastic water proofing. 3. Non -Shrink grout with shims may be used for final slope adjustment. 4. Skid pad to be placed round manhroles located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft or less) installations. STANDARD PRE -CAST MANHOLE DETAIL S-1 1. Set the stakes. 2. Excavate a 4"x4" trench upslope along the line of stakes. Flow t 4. 3. Staple filter material to 4. Backfill and compact the stakes and extend it into excavated soil. the trench. IV CONSTRUCTION OF A FILTER BARRIER SILT FENCE DETAIL CONSTRUCTION ENTRANCE DETAIL Notes "H"may be reduced until "X" reaches a mmlmum of 4" here endwoll would aotrude above shoulder line. In no case shall top of end- woll protect above fill slope, ditch slope, or shoulder. This item may be precast or cast in place. All cosl in pioce concrete to be Cbss A3 For precosi See Sheet 10102 This s1mckird to be used min stralgM crossings w oil skews (Oo to45"). �•- - -L-- ---- X. --- D 11 11 l H FRONT ELEVATION 1j11 Note: On shallow fills, where endwolls we I' or less below shoulder fine, the top of the endwati sholi be constructed parallel to the grode of the road ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 18• 21'24" a 27br 3 33 or 36 8 C d-6"- 8" _0=9" I'-3• I'-9" CHI, r-6" 2-2" I'-0" I'-9• 2'-6" I'-0" 2'-0" 2'-9" d-II" -0' I' -I I'- 4" 1'-7" D I'- 0" 1'-6" 2L0" 2 6" _ F 0'-6- 0'-8- 0'-B' 0- 9" 0'-9" d-9" H 2=3" 2-11" 3'-2" 3� 9" 4'-3' L 4'-0" 5'- 0" 6'- 0" 8L 0" Id- 0" 12'--0" CU. YDS. CONCRETE 0.241 0.492 0.697 1.319 2067 2,947 Ch( 0.257 0.521_ 0739 1.398 2.188 3.145 EW-1 DETAIL METER BOX HARDWARE SERVICE PIPING METER SIZE I YOKE • METER BOX a I METER BOX COVER DIA _IN DIA -IN FORD NON -TRAFFIC FORD C32 3/4' 15 GPM V502 181n TRAFFIC FORD C32H 1 1 S GPM FORD 241n FORD NO 30 MONITOR •2 V504 COVER W/ RML-12 TOP LID 1 25 GPM FORD 24 in FORD NO 30 MONITOR a2 Y504 COVER W/ RML-12 TOP Lb FORD FORD NO 30 MONITOR •2 1 40 GPM Y504 24 in COVER W/ RML-12 TOP LID • I IN NONTRAFFIC AREAS - 1 /2" THICK POLYETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3" THICK WALLS •2 IN TRAFFIC AREAS 3/4" x 30" x 30 STEEL PLATE WITH 22' DIA CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN LID & REINFORCED CONCRETE BOX TREATED 2" X 4" WITH TOP 6" PANTED BLUE METER COVER SET 2' ABOVE T VARIES AS REQUIRED FIN GRADE PRIOR I B" ---- TO SODDING v Q'la\�iSj 16 -21 METER BY f C.S A METER BOX 3" STONE BEDDING SURROUNDING BOX 30" DEEP )RPOR AT ON STOP -{If L = ANGLE CHECK VALVE 36' MN }• WITH DRAIN VALVE 45' B MN '' NGLE YOKE VALVE FCRIMPED + 6 MIN WATER MAIN r`•: �i� •r :•r•:.; .r•: •r.r J TYPE "K" COPPER TLA31NG CONTINUOUS 6' STONE BEDDING WITHOUT JOINTS FROM MAIN TO METER NOTE EXACT LOCATION OF METER BOX ASSEMBLY TO BE APPROVED PRIOR TO INSTALLATION MFTFR SFTT Wr. PAaTC BINDING WIRE OR TWINE M-- C -- -{ END ELEVATION T ON FILTERED RUNOFF LINE ANGLE ANGLE CHECK EXPANSION I YOKE YOKE VALVE VALVE WHEEL 3/4" Y502 AV94-323V HHA94-323D EC-23 I" Y504 AV94-444W IWA91-344 EC 4 WITH C84-44 WATER METER DETAIL STAKED ENTRENCHED STRAW BALE COMPACTED SOIL TO PREVENT PIPING -SEDIMENT LADEN RUNOFF CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE EW-i gilbert w. cliffor & associates, inc. Engineers -Land Planners Surveyors 150-C Olde Greenwich Drive Fredericksburg, Virginia 22401 (703) 898-2115 REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS SAW CUT TO BE MADE AT TIME OF REPLACEMENT (typ) 18" ow/ 18" 8.. O.D � t- 8.. BACKF ILL MAT'L AS a- REO'D BY VDOT PERMIT (Full Depth Crushed Store typical) 6' Drop Inlet with Grate Compacted Soil Staked to Prevent Piping Straw Bale a o a C"runoff Wate Filtereden with SedimWater o .Lao .,Ga fit Straw Bales , Staked with 2' Stakes Per Bale Specific Application This method of inlet protection is applicable where the inlet drains a relatively flat area (slopes no greater than 5 percent)Where sheet or overland flows (not exceeding 0.5 cfs) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. STRAW BALE DROP INLET SEDIMENT FILTER STRAW BALE INLET PROTECTION DETAIL 1 - Excavate the Trench 2. Place and Stake Straw Bales FLOWS :�' } BALE - WIDTH 3. Wedge Loose Straw Between Bales 4. Backfill and Compact the Excavated soil. CONSTRUCTION OF A STRAW BALE BARRI ER A A ,. B Points A should be Higher than Point B PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY STRAW BALE DETAIL 1th event the Invert o BEDDING DETAIL of the autfoil pipe is a B_ tiighler thou the bottom rr t t of the s cite he in- vert of the structure shall be shaped with ce- B ment manor to prevent Grate A is tobe usedwtsen Wet is located standing or POM1111 of in median or other areas not namally sub act water in the structure. - 5'-4"---- ---- to troffic. -0 --+ 1- 2" Grate A Grate B is to be used when repel is located iTv on shoulders or other areas sub(ecl to traffic. _ --- 3 5 -- I ILL A•4'-4"(12�- 38-Wpe) - _L For details of Load Carrying Grote (Grate B) B•3'-0"l12'-36"Pipe) a-- n see T-DI-7 seer 10307 PL AN A•4'-IO" 02" Pipe) t (COVER REMOVED) 6-S•8"W2'P!pe1 a o A • A Steps ale to be provided ,n In For step ide ods0 sea Stt dt ST-I. _ - - to _T ----Concrete Cover --_ b� (Fa detoils see sheet 2of 2) B to be 3'-4" x 2'-1IW'(Grate A)or 3' 4"x 2-11 "(Grote B) Alternate methods of anchoring ongle iron *Will be acceptable if approved by the Engineer Grate and collar are to be galvanized Concrete cover moy be precast or cast in place Concrete to be Class A3 d cost in ploce, 4000 PSI if precast ® 3" ameter weep tole with ....� 12'dixl2"plostrc horde" tt cloth IA ' mesh or golvonized steel wire, minimum wire ilia 003 Uj inch, number 4 mesh hard- wore ci th anchored firmly it I to outside of structure. �:=..a Chamber may be precast, i see sheets 103.07 thru 103.11 ®4"depth oggregais w 66,•a 7B, a • B I x 6 width. i SECTION CAST IN PLACE Class A 3 cowete tD be used. Maxwnuen depth (H) to be 12-8'. Frye Site 12" 15, 18" 2e 30" 1 36" 42' De _ 7-T 2=31W 2'-6V 3'-I' 3'-7� 4'-e 4'-D Cu Yds ca 947 1045 1 143 1339 1.535 1.731 1927 IncrembM per foot of additional depth (H 0.362 cu y4s.112" 36"Rp.) •0410 cu yds (42 Pips) Reinforced concrete foiling maybe precost or cost In placs.Two Rftirtq nooks of fabricators design to ill provided In precast foolktq• GENERAL NOTES DETAILS OF CONCRETE COVER AND GRATE When specified on plan the twat rs to be shopad in accordance with Sid. iS I Increments shown are bf inlets wlthwl pipes Pipe dtsploceftrerds must to aeduc led to obtom true Quantities D I-7 DETAIL Paved 40c ies ale to be tea sitxxmd to meet wiles gutter as shown in Std PG I. Footsnos moy tx round a squae m st ape Key is b be f deep s wall ihKkness plus I- 200 North Cameron Street Winchester, Virginia 22601 (703) 667-2139 FREDERiCK COUNTY, BAR SPACING CHART GRATE TYPE Maximum Dimension A B ]II scale T02A, J ASS00ZATZS NO SCALE Stonewall Industrial Park sleet 4 MISCELLANEOUS DETAILS of 4 VIRGiNIA A M STI]NEWALL r e c.- e r i c GENERAL CONSTRUCTION NOTES: 1. The contractor shall furnish all materials, 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 Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exeircise care 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. Call "Miss Utility" 1-800-257-7777. 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 all 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. 5. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 7. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 8. 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 at the earliest possible date after establishing grade. No area is to remain denuded for more than 30 calendar days when construction is not in progress. 9. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 10. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shalt coordinate with this agency and arrange for inspection by the County as necessary. II. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 12. 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. 13. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by V.D.O.T. 14. All fill, base and subsurface material shall be compacted to 95% of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 2% of optimum moisture for the full width of any dedicated right-of-way. Compaction in other areas to be 90%. 15. Vegetation Plan: All grass areas to be seeded with a mixture of Merion Kentucky Bluegrass at a rate of 2-3 lbs. per 1,000 square feet and Annual Rye at a rate of 1 lb. per 1,000 square feet.. Newly seeded areas shall be mulched at a rate of 70-120 lbs. per 1,000 square feet. Adequatewatering and fertilization are required to aid the emergence of new grass. 16. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 17. The Frederick County Sanitation Authority shall inspect installation of owner maintained sewer line„ grinder pump station_ and force main. 18. The sewer fgrce.man, ,.pmstaorl wm iup tidgra_vky sewer line which drains to the pump - _ .� station will be owned and maintained by the,prpl5ert ner. ' 19. The Sanitation Authority shall install all water and sewer services that oonnec-Pto existing lines. Cite location of the tap and the termination point of the lateral are to be coordinated with Authority's assistant engineer. 20. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 21. A double check valve backnow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside building, a remote readout is required. 22. The Sanitation Authority maintenance depmrtment is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final 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•)t is the developer's/contractor's responsibility to have the meter box assembly installed correctly. APPLICANT: TOAN & ASSOCIATES LIMITED PARTNERSHIP 360-2 McGHEE ROAD 22603. WINCHESTER, VIRGINIA 1.540�665-0693 OWNER: LENOIR CITY COMPANY OF VIRGINIA P.O. BOX 117 BOYCE, VIRGINIA 22620 1.540.837-1110 TAX MAP: 43.19-38 ZONED: M-1 USE : OFFICE / WAREHOUSE ACREAGE: 13.7999 ACRES ' INDUSTRiAL u o un It y , GAINISBORO MAGISTERIAL DISTRICT FEBRUARY 1990 Vicinity Map Scale: 1- = 2000' e REVISED JANUARY 1995 REVISED OCTOBER 1996 gilt ert ter. cliffor 150-C 01de Greenwich Drive Fredericksburg, Virginia 22401 (540) 898-2115 PARK V 0 0 0 irginia � & associates, inc. Engineers - Land Planners Surveyors 200 North Cameron Street Winchester, Virginia 22601 (540) 667-2139 INDEX sheet description 1 COVER SHEET 2 SITE PLAN ( Revised Jan. 95 ) 2A REVISED SITE PLAN 3 PROFILES 3A REVISED PROFILES 4 MISCELLANEOUS DETAILS APPROVED BY FREDERICK COUNTY ZONING ADMINISTRATOR W vr-v-- �/ - G ADMINISTRATOR i .7 p DIATE �a ti p��F,pLT1� Nx 0 �C • ALD A. MIISLOWSKY, JR ® NO.020674 ems 1 Gti� >r gee'ON A ae® SHEET 1 OF 4 4 2-7-95 Revised per Planning Dept. comments. :D.0 . 3 1-16-95. Revised perF.C.8..A."ments.d4t,e012-21-94 `D.C.A1 R.A.M. 2. 5/18/90 ,REVISED PER F.C.S.A. COMMENTS OF 5/17/90 E.L.C. R.A.M. 1. . 2/27/90 Revised Per FCSA Comments hh RAM 5 12/02/96 Revised per review agency comments dsf RAM SITE PLAN SHALL BE VALID FOR FIVE (5) YEARS FROM THE DATE OF APPROVAL N/F LENOIR CITY COMPANY IP OF VIRGINIA 1 Plug & Marker 00' Year Flood 2 - Joints Er W/M Estimated 1 Zoned: M1 Elev. 0 Detention Pond ,= 7 2 Q.-3-9 Use: Commercial & Industrial Detention Pond By Others EC PIN: 43-A-63 (Typ.) 20' WAO EASEMEN11, 1 FIRE HYD. ASSY. 1 8" GV. & BOX bilt Vence E, __ ZA, Inv. Out 882. 17' 716.00 W/ES- I 25' B.P. PROP15SO 2 7 F L RMTE ACCO ROAD DIAMETER STEEL PIPE (Sched'40) 714 EX. F.H. ASSY On Site Provide two bollards. Point )AINTED YELLOW AND Pump Station P4, hydrant and bollards ellow. EX. STR. I (TO BE RELOCATED) 'ILLED WITH CONCRETE. y Inv. -4.25 L Type DI-7 2" FORCE MAIN �;o i CD Top = 720.50 o\ ,' p- 00 Inv. Out = 717.00 1 - TT El Inv. In 1 T = 718.25 ZO-FT- AfG �EGATE AC SS� -P GRAVEL AREA 1_. _: _. �4ND -1 1 1 n 11 7117 Ir axe PHASE 3 4D To�soi� Fcr of T ADDITION PHASE 3 4y � ♦.; _ . _ .. _ sEFp ,_,,, ss�o - FF = 725.0 FF,± 25.6 PHASE 4, ADDITION 61,532 Sq. Ft. 29i250 Sq. Ft. 18" DIAMETER CONCRETE Building Height 24 ft. RELOCATED STR JN PHASE III C14 1 - EX. T TEE PJN=719.75 1 - Ex. 8' GATE VALVE MS AREA TO RE 726 INV, IN=716.88 REMOVE EXTRA WATER PIPE USED FOR TRAILtR INV. OUT=716.78 AND PLUG END. i STORAGE' z V/r %I ADJUST EXISTING WATER MAIN ------ C�0 b INC, TO AVOID PROPOSED STORM Q PROP, STRI --TYPE-1 PROP. LTRI 6 -TYPE DI-'1 LOWER EX WATER MAJN `RIM=7 .75 _W=720 �75 to 6) 20 EX. 180' - 24" RCP 0 0.257. _t4 . IF NECESSARY. INV. IN=717.60 (3) INY OUTf' 718.00 INV. OUT=717.50 TO BE RELOCATED 270' Cv 4 4 4 15' WATEV K� SP.Rkl_L� CF Q, EX. STR, J3 G.V. 60.0, 4 CD .4 16e FT.- 18PACP @ 0t25% �o Q� Type = DI-7 Mod. for Height Top = 720.75 4 A Inv. In = 718.00 0 BE RUICARD •4 , Inv. Our 17.90 4 14. 4 I I t, / - / - - NOTE:'FIRELINE SYSTEM PAST BACKFLOW X RAIN E/ B •PREVENTOR IS PRIVATE, J t151.fT 18"p lei lirt 0 0.63% TO -BE _4 P EX. F..I REMOVE 8* PLUG R"D AT 2.11 If IF P. SRY Existing Stri 2 (to remain) NOTE: EX. TRUCK VOLUME TO 112,300 sq.ft. . 4 TEE Type Di--38 Top 724.00 WAREHOUSE = 48 PER DAY TRUCK VOLUME # PROJECTED r 14 G.W A,yR f Tu. ! &4 4 AT ADDITIONAL 17 TRUCKS PER DAY OR A Inv. Out 720.00 TO PHASE 4 FACILITi" COMPLETE BACKFL4 PREVERTER 1 AN" 0. TOTAL OF 65 TRUCKS PER DAY EXISTING UPRIGHT SIAMESE A' 1 4 FIRE'DEPT. ONN. WITH 6DIA. Loading dock door 67 ST CEL� CONC. FILLED BQUARDSX, OP Typical of 9 SERVICE T 7 EX 8",fIRE 10 BUILDING I - 6' GY. & BOX 90T BENDEX. 2 - T C.V. & BOX A�jA�, 4V 917 BE NOTE. PHASE 4 ENTRANCE TO :BE CONSTRUCTED ONLY A .4 AFTER THE EXTENSION OF TYSON DRIVE. A, EX. STR #4 , I r Type = DI-7 Mod. for Height . \\, �Of 1.\�_ I I LEGEND 'T To = 720.75 o(:Yr,3r r w •?wc, Inv. Out 718.50 0 e 0 0' PROP. CG-6 REV. GUTTER STYLE 4 v" A� 4 Q) ar)6 o/e PROP. CG-6 N,, 7 /C Wer ENTRANCE TO BE �U%WUCTED AS Mir rj Rim Elev Inv. Out 723.00 EXISTING ASPHALT A 3�­ 200 SF OFFICE f-, PART OF PHASE 4. 461 Lti Z� EXISTING AGGREGATE TO REMAIN 7 SITE DEVFLORMENT SUMMARY c GAIAESHORO "4GISTERAL DISTRICT L'... EX45TING LOT AREA 1J.80 ACRES I EX. F.H. ASSS' r - i\� Y PROPOSED AGGREGATE PHASE 3 ;Y ZONING' CURRENT tlorf . . ...... OFFCF/WARE-HOUSE E x. Manb(;l 726 e - #315 MH It 126 RiM E16Y 726.00 /A� Inv, In. 719.40 0 EX. PHASE 2 AGGREGATE TO BE PAVED SCTRACKS. 22* 10 W T FRONT 75, 0' Inv. Out 719.30 4 EX MAP im Elev 728.65 Aol( 8. Qqt.,= 721-90 k 0 SIDE 25.0' Inv. In 719.50 n �X- •3/4" WATER METER REAR 25. 0' PROPOSED PAVEMENT NOT�. f Z� _5 223,282 SO F7 I.11IS &A PRIVATE SEWER SYSTEM. FIOOR AREA 6 FAR ALLOWED 1.0 FORCE MAIN, PUMP STATION, AND A FAR PROVIDED 0. 37 GRAVITY SEWER LINES SHALL BE' FIRELANE EXISTING WAREHOUSE USE AREA 112, JOO SO. F7 OWNED AND MAINTAINED BE DEVELOPER. .42Y. : 0 EXISTING OFFICE WAREHOUSE 20,200 50 FT Iv/ 7, _J PROPOSED WAREHOUSE IN PHASE 3 67,532 SO. FTEXISTING TREES z PROPOSED WAREHOUSE 29,250 Sq. f T IN PHASE 4 4 U,_77UA!'IT` WAREHOUSE SPACE 2 75, 08 7 50. FT el-)o A10 Of - EMPLOYEES PER SHIFT 8 IV- ar C/ U - .1 1", AV/,j/ PARKING REQUIRED 8 9PAC SITE PLAN' 1W -HOUSE FT, /i D OFFCi, ARI 20,200 SO AP P Vr 0 11250 SQ� FT 4�, 714 OFFCE SPACE 8,200 Ex. Manhole #35A 314 WAREHOUSE SPACE 12,000 0 11TMPL 0 YEE 19, Rim Elev = 72 7. 50 OFFICE PARKING REOUIREO 32.8 Inv. Out = 721.30 h" APL 0 YEES WAREHOUSE FA 8 WAREHOUSE PARKING RFOUIRED 8 d VAOW L�F .50 215 0 5. 100 TOTAL PARKAG SPACES REOUIRf 9 40.8 or 41 TOTAL PARKNG SPACES PROKOED 57 k HANDICAPPE9 SPACES REOUIRED `C 13 PHA,51E 3 PL4NTING 5 HEDULE T HANDICAPPED SPACES PROVIDED j All water main to be PVC SDR 21 NOTE' NO ACCESS TO SITE VIA TYr,()N I)PIVP IN FEE, L0,49dW SPACE AREA ..... 222,500 SO FT La4DING SPACES RFOUIRE0 5.4 0 215,082 / 40,000 SO. FT LOADING SPACES PROWDED 20* LANDSCAPED AREA REQUIRED 3.45 ACRES 0 25X LANDSCAPED AREA PROVIDED 3.49 ACRES 0 25,Xr BOLLARD DETAIL N, T. S. Date All sewer pipe to be PVC SDR 35 5 R-O-W WILL BE ALLOWED. THE TYSON DRIVE I inch = 50 ft. R-O-W WILL NOT BE DISTURBED DURING LIGHT POLE (typ.) PHASE 3 CONSTRUCTION. T o a n & Associates PARKING AREA LANDSCAPED Rf"OUIRED nevisect Z!)!Le veveiopment rian PARKING SURFACE AREA .174,866 50. FT RE-OUIRED PARKING AREA LANDSCAPED 8, 743.30 SO FT, AT 5X OF PARKING- AREA 4t,Ter Stonewall Industrial Park PARKING AREA LANDSCAPED 4J, 924 SO. FT Ex. Culvert 108' - 1 RCP 0 0.58% Frederick County, Virginia PARKING LOT PERIMETER 2,100 IF7 Inv. In = 722.90 R D A MISLOWSKY, J Z PERIMETER TREES Rf'OUIREO 52.5 EA AT 7 7RfEI40 FT LIGHT-INC SCHFDULF Inv. Out 722.25 NO, 020674 Gilbert W. Clifford and Associates, Inc. SHEET SPACE- TREES REQUIRED5.7 EA AT I TREE110 SPACES Rd FCSA I Feb. 1995 JLW -�(((ttrq 2B TREES REQUIRED 58,2 or 59 EACH 5 YMP OL OUANTITY POLE FIXTURE FIXTURE O&AIVTTY eviseper Revised per FCSA and Fire Marshall Comments 24 Jar, 1995 RAM Engineers Land Planners Surveyors EX CANOPY TREES 37 EACH Revised per New Warehouse Layout'' 25 Sept. 1996 JOS 150 C aide Greenwich Dr. 200 North Cameron St. OF ADD CANOPY TREES PROODED PHASE 3 JO EACH 13 5 15' 400 WATT MERCURY VAPOR Revised per New Warehouse Layout 15 OCT. 1996 DSF Frvolerici<sburg, virg"a 22401 Vochester, virginic 22601 DISTURBED AREA ACRES Revised per Review Agency Comments DEC. 18, 1996 DSF --)/()NA (703) 898-21113 (703) 667-2139 4 COMMON NAME SIZE OUAN71ry BRADFOR0 PEAR 2" CAL. 15 DOGWOOD 2" C:4L. 75 X 730 72 710 O 0 t0 O 0 cp Li h to C aF LL CLG �Uw �a ~ PROPOSED FF=725.00 (~n EX. GRADE " 7---- PROP RADE, / 155' _ 3 "RCP 210' - 24 RCP 0 0.29 � 0 160' - 18" RCP ®0.25 EXISTI G 4 0.5 % TO REMA N \ LOWER E K. PIPE v IF NECE SARti' Lj � I I < ry 3 I 00 00 p_ G X W X w O CL f 00 p h h U- I r U Z N II Z 0 M 0 o h 0 r) ('0 0) r r o N N C`1 N CJ CJ CJ N N N 0+00 740 1 +00 2+00 3+00 4+00 5+00 I�30 730 0 N to h II n 0!� F (n EX. GRAD PROP. GRADE 7)<- 720 0 Ln r; r 710 0 EX. GRADE i PROP. GRADE PR P. 8" WATEPI MAIN r J -- Q O - 00 _> > LLJ w w C� O [D I m (Y , ii w LC) O Lr_ 00 I I W CF) N to r ----- cp O U) r7 to 4 N to N cD N 00 CA O) N rA O O O O O I") C6 N 0+00 H In N 00 r� O r N II II Lf� 0 —1 �rin II Cr 730 Q^ �wF- z O F= 4 T � a 725 � a- n 720 7 715 1 +00 2+00 3+00 4+00 5+00 u7 r U) N _ N to N CV r r O rr N h II � CD it Z 0 u o II Z . = :2 > > _ > Z z z Z 6+00 In N (14 LI) N N r Co � �D Z*tzIt0 _ �> g�Z 730 Q C:) N Cr z 0 F- In o � w0 (0 Q :2 �' w r- a w I I Z D_ 0- O '— _� U F- Q Z) r -� U II Q a �►- H - 3: N Z�t _ -"" 130 -8 "PVC .62% 224, 8„ 239' - 8" VC ® 0.40 Q -A �t 00 00 rn 0 N N N !V r7 N (V u i r J cp N 00 CV O r7 1+00 2+00 3+00 4+00 5+00 J 0+00 725 720 715 740 730 rpr pr N I o I a� �c w II ~ ILLCL Cn a O X>_ W r- tt t� �t �t I t RCP @� ' 1a, 115N OT : ELA 0 0 cD w O r� > a r� w cv II z r— � -. w o Q c0 r — 00 a N rri © CA N a 0+00 All water main to be PVC SDR 21 All sewer pipe to be PVC SDR 35 1 +00 0 730 730 (D N r- U-) I I zit CL O f- rn 720 72 REMOVE EX. PIPE @ 0.63% IN TRENCH @ 2.10% Ex. Manhole Ex. Bench Elev. 0 to h II ZD O 0 CA r- r- h o t O � LJ II Cl-CL o "� � C/) X 130 18" RCP ® 0.237 0 co r r; M n I` Z II < D r) Q U 00 In o X nl N W r� h 0+ 00 existing grade q'd FORCE MAIN TO MANHOLE CONNECTION not to s:ale PANELLA MODEL PA-4SVCSK (4') Class A Concrete Skid Pod 20'x 20' Square :.hope Only Wall flush with SL"ndmq Surloce A. Corefuly Compacted Bockfil Agegate Base INSTALLATICN DETAIL "G SKID PAD FOR PANELLA CAST IRON (IfANOUT CAP WITH BRASS PLUG HAVWG A COUNTERSUNK SQUARE HEAD FINISHED FLUSH MTH SURROUNDING SURFACE. PANELLA MODEL PA-4SVCSK (4') PATELLA MODEL PA-6SWU, 6") )0' SEWER LATERAL IMTH CLEANOUT SEWER CLEANOUT CAP AND SKID PAD TYPICAL SECTION EK ( � TOP VIEW NOTE: 15' AN ROVED Ji ASSEMBLY SHALR1WCEDS FIURNISHED AT THE PROPERTY LANE. SEWER QfMOUT DETAIL Not to Scale I CRETE $Kp PAD DEPTH 12 A GATE SE � TH 3�S 1 + 00 n 730 1 Z) 720 �r 0 " 0 00 X w r� II O z� — LL Ir r I o- o DETECTOR CHECK (rz@`X4" (see note / . nrE T DIP (y In OUT B' DIPI ; X... • 4" BALL' IN i : DRIP (1fl 7K i i� VALVE ........:' ....... I Y' 2' r PLAN W 4- VENT w/ MUSHROOM C i YBiUMUY ALUMINUM jl ACCESS HATCH ANALOG REMOTE rr ro l 4' : 2 I JY x 2 l l2" St&MRSE CONNECTION 1 I READOUT (CTR 1I ALUMINUM 5.000 PSI ACCTW LADDF REINFORCED CONCRS'IB b 9" 0 S & Y h GATE VALVE b 1 1l" r.0 12" b N 11 STEEL PIPE 1 r SUPPORTS Bt' 4' D OUT FOR DRAIN SECTION VIEW �rmzs. 1. CLEAR PLOW VAULT SHIPPED ASSEMBLED WEIGHING APPROXIMATELY 26,000 LBS 2. Ir AYES 3000SS DOUBLE DETECTOR CHECK w/'METERED BYPA35 VALVE PIT DETAIL Not to Scale GRAPHIC SCALE 50 0 25 SO 700 ( IN FEET ) i inch = 50 ft. OCTOBER 15, 1996 200 1 Sanitary Sewer Profile SUBMERSIBLE GRINDER PUMP Duplex Statnless Rail System SE ION 17C PAGE 17 ISSUED 11/89 UFERSEDESI Model: DSRS 1-1/4" Discharge SPECIFICATIONS BASIN: Fiberglass with 3" Anti -flotation Collar. FLOAT POLE: 1/2" Sch. 40, PVC. DISCHARGE HUB: Steel with Black Asphalt Coating. BALL CHECK VALVE: INLET HUB: 4' PVC 'For Field Installation) Quantity: Two COVER: Steel wish Black Asphalt Coating, Vent and Housing: Cast Iron Lockable Hinged Access Door. Ball: Phenolic RAIL SYSTEM: Oty.Two, 304 Stainless Steel Channel GATE VALVE: BREAK AWAY FITTING: Ouantity:Two Q:Jarf t ;' Two Material: Bronze STar;orla.'y: Cast Iron EXTENSION HANDLE: n'o•,,abte: Cast Iron Ouantity. Two Dtaphragm: Buna-N Diameter.,3/8" PUMP BRACKETS: Oty.Two Each ,304 Stainless Steel Material: Stainless Steel JUNCTION BOX: Nema 4X with Cable Connectors UFTING CABLE: Quantity Two,Stainless Steel ELECTRICAL COl2PUNG: 1-1/2" NPT, PVC with 2100 lb. Breaking Strength. LEVEL CONTROLS. HARDWARE: Stainless Steel Oua,Win Four DISCHARGE PIPING: Stainless Steel TyFe: Mercury OPTIONS: Depths Other Than Usted;lrttermediate Moiznwig: Pipe Support for Depths 12 Ft. and Deeper; Raised ►;oustng: Polypropylene Discharge (Consult Factory); Low Level Alarm Cirri ' 9.2 SJOW-A Float: Other., Peabody &-iRnes 651 Norm Mair strait t4ar.fiMr, Cihio 44902 Phone 419IS2, GRINDER PUMP DETAIL SDR 35 Spigot by Gasketed SDR 35 Spigot by I Facte,y Fabricated SDR 21 Gasl,0,d Bell 45' Be1W SDR 21 Oas*'eted JI.BeII Dy SCH 40 Solvent Veld BeD BPII Adapter I Test Tee (W,th RPC1S SPd SgVare- Head Plug i _SDR 21 Gasketed Pipe & Fittings i SCH 40 SDR 35 8"x 4' Sotveot Gasketed Be" Wye 18-' Length- weld Cap of SCH 40 Pip. 1 I 36" Min Cover ' Treated 2"x 4' with Top 6- Painted Orden ib.ro 4-Pope at 20058 Minimum Gr sde ALL FITTINGS UP TO THE FACTORY FABRICATED TEST TEE ARE TO BE GASKETED BELL. 41, �} THE TEST TEE IS TO BE MADE FROM TWO SEPARATE ys: FITTINGS SOLVENT WELDED TOGETHER. IT IkU HAVE A SDR 21 OASKETED BELL BY SPIGOT ADAPTOR JOINED TO A SCH 40 SOLVENT WELD BELL BY BELL TEST TEE- ;,; THE UNION OF THE ADAPTOR AN, TEE IS TO BE PERFORMED AT THE FACTORY. THE TEST TEE, NIPPLE, AND CAP ARE TO BE SOLVENT WELDED TOGETHER AS A UNIT BEFORE INSTALLATION. AMENDMENT NO I JUNE 90 SANITARY SEWER LATERAL DEFAIL 2`R 6- ............ 1 3"" The Dotlom of the curb and gutter may be constructed parallel to the slope of sub- 6' 2 ' 0 surface courses provided a This area may be concrete minimum depth of 7" is at the option of the contractor maintained This curb is to be used when Note: Comb, curb & gutter having a radius design speed is 40 MPH or less of 300' or less (along face of curb) shall on Rural highways and 45 MPH or be paid for as radial combination curb & less in developed urban & suburban gutter. areas. This item may be precast or Casl in place. Concrete to be Class A3 if cast in place 4000 PSI It precast. COMBINATION 6" CURB &COMBINgTIpN6" CURB & GU�ER(CG6I( CG-6 ) NOT TO SCALE Pump Station to be Peabody Barnes Model DSRS Submersible Grinder Pump Duplex Stainless Steel Rail System. Pumps to be 2 - Peabody Barnes SGV 2062L 3600 RPM, 2 HP, 3 Phase, 60 Hertz., 230 V W/ 1 1/4" NPT Discharge Op. Pt. 250 gpm Ca 17' TDH Motor Winding to Class F. Pump Station shall be have 48" Diameter and be 162 " Deep. Duplex Control Panel In NEMA 3R Enclosure for 230 V) 3 Phase , 60 Hertz. Power Supply with Alarm Horn and Light. To be Peabody Barnes Vestrol Pump Controls or Equal. 9�YrrcvYi,�`y SCREW TYPE - ADJUSTABLE VALVE BOX 10 GAUGE INSULATED COPPER WIRE ALL THREAD ROD - 36" MAX CLEAN -OUT 4. r. 71 QUALITY WATER PRODUCTS MODEL PANTIGHT. ( ASSEMBLY NO: REG1 R1 FD ) WITH HEX -HEAD STAINLESS STEEL BOLTS O.A.E. J NOTES ®®®I®®® ■�� �/ CONCRETE PAD 1'-6" S0, x 6". USE IN ALL AREAS NOT N PAVEMENT BARE WIRE WRAPPED AROUND VALVE BOX 36" MN r VALVE STRAPPED TO MAIN �WTR.MAIN sTON, o. .� AND BACKFLL GATE VALVE DETAIL W-4 WATERTIGHT MANHOLE COVER For multipie tine Instollohons Dimension D is to govern the protection outside the chonnel width (W) On any Socondory Roads mstoflahon requiring erosion control treatment where no endwan or end►ection is specified on plans, construct ton Is to be in accordance viola Dotoil 2 shown above. TYPs A aB hsoimsnt ro as specified on the plan s Type 8 [_..J The for 6" of the stone shall be grouted in occordance with section 48 09, except Riot the portion Delow the lop 6"moy be ChoKed with fine moteocl Rip Rap Filler Cloth Bedding to De installed under all erosion contra stone in actordance with the specifications I EC-1 DETAIL REVISIONS job number: no. date ascription by Ad. 1 2/27/90 Revised Per FCSA Comments 6P 2-16-90 hh RAM date: 5/18/90 REVISED PER F.C.S.A. COMMENTS OF 5/17/90 E.L.C. R.A.M. 3 6/20/90 REVISED PER F.C.S.A. / FIRE MARSHALL E.L.C. R.A.M. designed by: drawn by: approved by: END -SECTION 12"-60" PIPE .trb rd on delta nae_tocser► FCSA APPPOVED - 14YOR ANT 7 cu It m:i -5 Stone 4 14" COWS" to be Clan A4 . PLAN C -r - r� I _ T 1 - D ---- --- I I -- E - -i SECTION x-x END VIEW EWSECTION DnEMSONS -- OIA1t A B_ C 0 E 12, 4" 2-d V- or 4-Cr 2'-0` 2-6' IS" 9" -Sr 4'-tD" 1 3-0" 4-0" 3C e-d' l'-6' r-7 6•i 5-0= 2'-10 0" 42" 19" 5-3 2'-li 9 Y 5 6" ore' Y O 6 d 2 B-2` 7_o- 54 2 3 -5 7_9j" e'-�J, T-v, -n s_o 12' ,a Trento W i/th as Requ,r ed PLAN Dwr t,.n of-ttmg to be approved prior to In5tallal o VARIES AS REO'D 36' MAX. Concrete Pad ''"" 2"min. - 6" m WRAPPED ALVE BOX 10 GAUGE NSUL ATED 36" minCOPPER r WIRE VAVIi: BO% Hydrant TPP 6' M.J Gate Valve strapped to the Mai+ ' Form 8.4, d as Req'd Note All thread rod to be stainless steel or tar coated PROFIt f FIRE HYDRANT DETAIL ALTERNATE END -SECTION t2" - 4e" PPE !tilb end oo watM r,d-eastiwr / tpl�l ndow ir,Mo1,6t4cli►tw '- _ __-� i x . .- --• � E Carfcrele loss A4. robe -------- - - - - - FILM Yr -T ,rt� aa_A I F--- -- D -- --y F- -F i SECTION x-x END vlEw END-SECTgNTON�N51DN5 DWA A a C D_ E 12" 4" r" 2-0" t5" 6" i-3' 3'-xi" 6' I" 2-6e 24"" IC -30" i-0' Y- 2'-8 6' 3" 1'-7 6'-I 5'-0. 36 1-3 -3 4_4 9 I 6 0 42 1-9 -2 -6 11----a•Yta._ C. - B - - --i NOTE:: pips 1•ryth% 4her. on pop"we Weled w End-Sec+on dMW •nor -���'•1' - 1^-` 1 en OW WI Wtrwta elect. t nw its dier-so deup, raw., en .: eve 14M, ",h. -1 9• -d"d by eIe fit h1w,c4 n dw•rruon 'D' . SLOPE DETAIL ES-1 DETAIL tedserneahD.-tImpw.l2'C-ctoo@pecre.ww*e.ogocow $111e1 1012 • •4rarnt <.nc.4w w p.4.oa NfINMnI s-Id� In bud dowMsa 2"x1°twrcll Toy be provided Se► 91andWd T013,4 onrneM dserg,. r,,.: xr ..w Ij !#st•�4� Goi.an,ted CovGdvartted pate to be am too Stds ah od K-2iat r,omm• a. es Q, . •' ..• f/- -For asion onangidot66'3 a,dnro } r •. -•ereC be otheredwifhi'x4 stud Wear E -- rt tiro F • conlfoGae-e11feJ ro bard pbh-1''_', -.} .4 saw . c -1. s s- f 1 ' TTTI NOSE DETAIL$ • s.d YY ,�_ •"•• -'_ "_ •rein K.wtCOMA,"_ .r i ER iR Ell iEf -Ul EH fla t47- r l I pw eCwe •"Mif.wijv0 '2"wn"ai• • •t Ion ° Er-porsio.w ielrw i i/ .flpl M eM4ht14e In Yoder Cvb 0. -th rmtW-VI Cb, 0•Ilw :4'e se ~roe Is" I �•°1-B•r- z o'-I PLAN ur-- s'- 0- SECTION B-13 tam II' t.•' �- - L - verrwe -was to' - -- - -} - - Al B - -� •-L_._,_D• - •prod C-W doe" BonD Ir Awa�ach erw 2 I-..•--,•. - i Bw 6 I y r2. r,--.----____,_�-------------- •atc- • Ir L -saber.. 2. II •-•4vt F -•«. [ B eon r-r r M'••p kale -f •' tS alai-4t•r nip. A near II .nor 6. ­6O+Z4 ' i NOrdrare 1'clothstep. 1 w4n WI• wreca•s w eG_ c-r sronoae. Tip. a ro, • dna .Iron, 0. o.od I 1 -_j FRONT ELEVATION ..Ihce-2i•CG-6 S,~a• s,.p.c••,ep. ,11 4 3'.d •nw.«r• rn 4r t.•ra me .n•r cr i o0 n �d' S'twr••.« .-•and.'4 a leraNa � • . 4 �a',. peo&I 4r0. . nyne. r,b� rry DO,•o. 10 dtW r•,"bbo44 rn0'w,01 twN •" • °--•.--- Far sr a ihr 4lr aria f. Ito rn Ne1 of no v-,ur. V,ari b.,Irp.a urn, T' .D NIOi.tN Mr «n4- . tio4bc A«4.v,. F S,a iT-f A ;•.eM ,war Iw •o e•e..r« 4,erar-s w Nnan9 of rrdr« m i,w uon 1rtl-.w,h a .n.t.n .. •� •�{ • F-- t s°- � Iwfwf Su«•4wd ,toll �nr, W rl/r11ru(r.d +. Cd4'e'f LMy LIw4 1.4 c001 tw ayal 0,49"a Her be , 0C 004,01 In. 9a. ' 1��+•d Dock .n ac orden;.e . ,11. ael.,h 4h0wn an pnL. We Wr I4 4MXrurp .ire ea 0 C131••cp, ArmWr 411,rN W.60,40'".9a-MB Mrd•er.tWm aavhor•d lively i• SECTION A -A Fa Gmo,Yens ►n4 quawt"its rot ww-- aM ohe•1 to 2 1't". d u,uc,w4. a' -1 rbo. _ a gyp.. 01-3A 01-38 Di 3C �_ 4 1 I e N N ' I fYp iitw� t i Few w.. 91 pr. vy r ..el DETAIL WHEN USED ADJACENT TO CURD •an wall to 6.• y.m4w+rviol MITHOut GUTTER yn4 'M d•rn•n..Jn W.n .yr rM SNMya one wr-. 4tatlrw w pirr ON rail r in beMoped■ 4rcordwr° -Ili vpecdr4d on rho owl .0 b. wNeww train Sto.owe npn q 71w ter .1r4nrlAl•p er px-p ON .werdl4 I'* a I W It. .1101 pp. to the 1W It Mcd•wN•el 1. Ito •" a 1• be aas4d•4 w M area be 10,We4" orw W""Is .4 S11-1 ,4 via. 'H•amon4w.4 a'4080,0 ndw Carl, ter •LrimWM9 h„p4N Oe4 rx4 atl..t Gma•aon4 M°I N 61111 and ty In. C"O.C,n, Lery h .1 41°I (L) w,4, ,. wry all, be ahel.n • p+r,-. Ira. /rn0 eonN tw-t whan Inlat .4 w d in a'-O" wNlen, bete of I.Nr it N be wwpM f. .-I...,Ih prr0.•.4 cup its rltA moy W pr►coda cad a t4eL• 9211 FEBRUARY 1990 RAM HDH CEM DI-3B DETAIL C. E MADDOX, JR. >' CERTIFICATE No. 7091 ,1.4 -TOP OF MANHOLE AT GRADE N PAVEMENT AREAS SOU ARE SKID PAD 6'THK:K - UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET 18" MN ABOVE ORADE N EASEl1ENT AREAS. \ `�`CrA•�`4- • CONTRACTOR TO GROUT MANHOLE p' - COVER IN PLACE. •� li. 4 BOLTS (3/4" DIA.) 2 0" p DJUSTMENT RINGS (I I MAX-) .t B' MAX SET ECCENTRIC CONE SO COVER IS DIRECTLY OPPOSITE THE DOWN STREAM SEWER CONCRETE ASTM C-150 • ' S ; :.' I2" OR 16"(typ) : - ► PIONEER 301 p. = MASTIC APPLIED 4 BETWEEN JOINTS p' AND ON EXTERIOR JOINTS ARE TO BE SEALED • SUE OF JO WT. WITH "0" RING GASKET �----- ' VARIABLE 4-0" �. F ' PIPE To MANHOLE CONNECTION TO Of BYFLEX&.E SLEEVE INVERT CHANNEL TO PROVIDE A SMOOTH TRANSIT ION N TO OUT, ' FOR ALL CONNECTIONS ► . •' 3'-0' MM. 2'0" MAX -------- "e 4'-0" MAX. GROUT BOTTOM OF MANHOLE i '. • ` tI� + �., 1 TO FORM CHANNEL �= ' . -, •, TOP OF BENCH- A D/2 :=; _'.- ?*,.A:G .•:4c:••,. WALL SAME ELEV. or AS TOP OF PPE 6- BEDDM OF 068 STOW NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. Cor"016 ad)Ustrnent rings must be used if adjustment elevation exceeds two inches. They shall have an exterior coating of bitumastic water proofing. 3. Non -Shrink grout with shims may be used for final slope adjustment. 4. Skid pad to be placed round manholes located ti shsstiders of reads. S. Flat top casting shall be used on shallow R1a JWW % A. or less) installations. STANDARD PRE -CAST 11ANHOLE DETAIL S- 1. Set the stakes. 2. Excavate a 4"x4" trench upslope along the line of stakes. - . - % . 4 3. Staple filter material to 4. Backfill and compact the stakes and extend it into excavated soil. CONSTRUCTION OF A FILTER BARRIER SILT FENCE DETAIL CONSTRUCTION ENTRANCE DETAIL Notes "Wrnay be reduced until "X"reoches a minimum of 4" where andwoll would protrude above shoulder line In no case snull top of and - wall project above fill slope, ditch slope, or shoulder. This item may be precast or cast in dote. All coal m place cafaete ID be Class A3. Fa precast See Sheet 10102 This standard to be used nwfh Straight crossings and all skews (00 to454). L---- - S X. , FRONT ELEVATION Note: On shdlow fills, whore endwolls are i' a less below shoulder line, the top of the endwall sholl be constructed parollel to the grode of the rood ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12, 15 IS' 21'or24" 27br 3 3Yor 36 _A.__ 6" 0'-B" 0'-9" 0'i1" 1_0' 1'-0" B d-II" 4" I' -I I'-3" 1'-6" I'-9" 2'-0• D I'-0" 1'-3" 1'-6" 2'-0 2-6" 3'-0" F U-6" - 0' B" -- 0' B" -- - 0' 9" _ 0' 9" 0' 9" H _ _ 2'- 3" 2'- I I " 3' 2" 3L 9' 4'- 3" 4'-9" L 4'- O" V- O" 6' 0" 8L Cr I 10'- 0' 12'-0" CU. YDS. CONCRETE _ CMPi 0.241 0.257 0.492 0.697 1.319 2067 2.947 0.32t _0.739 I.398 12, 1 8 3A45 EW-1 DETAIL . METER BOX HARDWARE SERVICE PIPING METER SIZE YOKE o METER BOX • i METER BOX COVER DIA -IN DIA -N FORD NON -TRAFFIC FORD C32 3/4" I S GPM Y502 18 in TRAFFIC FORD C32H 1 15 GPM FORD 241n FORD N0. 30 MONITOR •2 Y504 COVER W/ RML-12 TOP LID i 25 GPM FORD 24 in FORD NO 30 MONITOR •2 Y504 COVER W/ RML-12 TOP Lq I 40 GPM FORD 241n FORD NO, 30 MONITOR •2 Y504 COVER WJ RML-12 TOP Lq •I IN NONTRAFFIC AREAS - 112" THICK POLYETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3- THICK WALLS •2 IN TRAFFIC AREAS - 3/4- x 30" x 30-STEEL PLATE WITH 22- DIA. CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED 6i.TWEEN LID & REINFORCED CONCRETE BOX TREATED 2" X 4" WITH TOP 6" PANTED BLUE METER COVER /SET 2" ABOVE T VARIES AS REOUIR£D r FIN GRADE PRIOR IB" TO SODDING IS' -21 " •{ 3- STONE REDOING -METER BY F C S A METER BOX \y SURROUNDING BOX 30 DEEP RPORAT ION STOP ' 36MIN. ANGLE CHECK VALVE " WITH DRAIN VALVE 8" MIN a5' GLE YOKECRIMPED VALVE .--_ 6' MIN IF r• yi•i•i.r•i. -WATER MAN r•r.r•r•nnr...n. TYPE '•K" COPPER TUBING CONTINl/0US ' 6 STONE BEDDING WITHOUT JOINTS FROM MAN TO METER NOTE EXACT LOCATION OF METER BOX ASSEMBLY TO BE APPROVED PRIOR TO NST ALL AT ON METER SETTING PARTS BINDING WIRE OR TWINE I- c - -{ END" ELEVATION FILTERED RUNOFF LINE ANGLE ANGLE CHECK EXPANSION $ IZE YOKE YOKE VALVE VALVE WHEEL 3/4" Y502 AV94- W HHA94-323D EC-23 I' Y504 AV94-444W HHA91-344 EC-4 WITH C84-44 WATER METER DETAIL STAKED $. ENTRENCHED STRAW BALE COMPACTED SOIL TO PREVENT PIPING -SEDIMENT LADEN RUNOFF CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE EW-1 gilbert w. cliffor & associates, inc. Engineers -Land Planners Surveyors 150-C Olde Greenwich Drive Fredericksburg, Virginia 22401 (703) 898-2115 REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS SAW CUT TO BE MADE AT TIME OF REPLACEMENT (typ) tor" 8 0 D.k $ f BACKF ILL MAT'L AS REO'D BY VDOT PERMIT (Full Depth Crushed Stone typical) Drop Inlet with Grate Compacted Soil Staked 0 0 to Prevent Piping Straw Bale .63 - . `---' v n-``tunoff Waite Fi 1 tared ----.with Sedimen Water Q 4 -- ► j U( Straw gales Staked with 2 Stakes Per Bale Specific Application This method of inlet protection is applicable where the inlet drains a relatively flat area (slopes no greater than 5 percent) Where sheet or overland flows (not exceeding 0.5 cfs) are typical. The method shall not apply to inlets receiving concentrated flows, such as in street or highway medians. STRAW BALE DROP INLET SEDIMENT FILTER STRAW BALE INLET PROTECTION DETAIL I . Excavate the Trench 7. Place and Stake Straw Bales FLOW JJ _�� BALE �,.ii t WIDTH • "'41,i a 3. Wedge Loose Straw Between Bales 4. Backfill and Compact the Excavated soil. CONSTRUCTION OF A STRAW BALE BARRIER � I I Points A should be Higher than Point B PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAiNAGE WAY STRAW BALE DETAIL BEDDING DETAILIn of the event Invert of ins ouffoll pipe is higher thou the bosom - of the structure, the tn- _r Vert Of the structure shall be shaped with ce- - -I- - _ B ment mortar to prevent rGrate A is to be used when Wet is located standing or pondr g of in medlon or other oreos not normally "lecl water in its structure. � - 5 -4" -0-- to traffic. to f .N Grote A Grate 8 is to be used when inlet is locoted _ 3, 5. �1 I'..---- -1 on shoulders or other oreos subject to traffic w - A•4'-4'(12'-36'Plpo) - - For details of Load Corrying Grate (Grate 8) El-0'(t2'-36"Pipe) •4 to b see T-DI-7 street 103.07 PLAN A•4'-10'1'92'PIDe) _ _ (COVER REMOVED) B•3 d'14Z"Pip.) v o y _ f ® Steps are to be provided A in in A when 'H' is 4'-0' or greater. For snap decals see Sfd ST I. xp -- -Carfcrete Cover --� (Fa details see Neel 2olD B �GRATE ORIII PLAN VIEW (Fran P1on>a 2" d+ameter Ba R 10.68 IbsTYK /tt or No 14 Bitiet Sleel Bar e 765 Lbs /Ft (ASTM, A615, Grode 60) See Detail A 1- -- 12•• L2Vzx2V2xit:'- -- - -f- Weld - Wets SECTION A -A (GRATE A SHOWN) l_ i"t" x 4" Stud L 2"x 2"x W .� No 5 x 5'-0" bars B 2 p 2 i/z" Sheor Connector 12 Req'd 'i IP y 1• _L2 DETAIL A +_ _T 3i/z 3S� SECTION B-B APPROXIMATE QUANTITIES 423 Cu Yds Concrete Concrete cover and grate ore to be furnished 63 LDs Reinforcing Steel as o single unit. Outside dimensions of grate , to be S- 4" x 2'- 11414" (G r a IS A)or 3'-4"x 2'-11 "(Grate 81 Alternate methods of onchoring angle iron 'Will approved the nin r be acce table f a o ed b e E ee D PD Y 9 Grate and collar are to be galvanized Concrete cover may be precast or cost in place Concrete to be Class A3 if cast in ploce, 4000 PSI if precast. ® 3" diomef& weep hole with or •... Q'itl2' plostic hofdvKye clots IA" mesh or galvanized steel wire, minimum wire dia.003 w 4:. 0 inch, number 4 mesh hord- firmly cc wars cloth anchored to outside of structure. Chamber may be precast, i 1 see sheets 10307 thru 10311 ®4"d°ptl, a99f" I w 68,j*78,or s 8 �, , x 6" width. 116-- - SECTION CAST IN PLACE Class A-3 cmKre* to be used Moxknfum depth to be 17-8". Pipe Size 12" 15" 18" 24" 30" 36. 42" ADepthsHtl 2 0" 211 2=6% 3'-I' 3'-7V• 4'-2" 4'-af Cu Y ds Carnc 94 7 L045 LU3 0 1.33_ L535 17 3! I 7 92 Increnientper toot ofoddibonaldepth(H 0.362cuyds. uz'36'Pips) -0410 cu yds (42'Pips) Reinforced concrete footing may be precast or cost in plocs.Two Uttupg hooks Of fObricotae d•slgn 10 b• plaided In preCOaf IooiMtp, GENERAL NOTES DETAILS OF CONCRETE COVER AND GRATE When specified on pions the avert is lobe shaped in occordance eith SIC ISA kfctemenis shown are for wkis without pipes Pipe displocemenh rtust be deducted to obtain true quontit+es. D i-7 DETAIL Poved ditches ore to be hansdloned to meet Wet guller as shown in Sid PG -I. Footil,s may lot round a swat in shops Key n to i deep x wall IhKluiess plus 1. 200 North Cameron Street Winchester, Virginia 22601 (703) 667-2139 [FREDERICK COUNTY, BAR SPACING CHART GRATE TYPE Mom fa M o 4ent on A B 1 IV2" 3" III I" I" scale TORN 4;A��0�,rA TR� NO SCALE Stonewall Industrial Park sheet 4 MISCELLANEOUS DETAILS of 4 VIRGINIA