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HomeMy WebLinkAbout49-03 Monoflo, Inc. Revision of SP 02-99 - Industrial - Manufacturing - Stonewall - Backfiled r1 r` (V cri 0 0 0 00 0 3 N 04 a) 0 V z cr- LLI z z _ w 0 f ► 1 1 I� I 00 ( t<; EX, MH TOP=679.6 I I N cvi 00 i INV=6-I2.G I I a .° c N 0 wrrr..weir euy. \ a I i z L , i r duoapa' LG � I I - S -�I DB 891 PG 80 ( 1 i III I I 1 I , ' I w a� :_ a� I c o o Zoned . M-I I i , I� I I c Q:n Use :Industrial V �x t �t iIl I lI I I 1 I EXIST BLDG I� \ °j m I If U) Battleview Subdivision j Ep Is ��• I �'- - -----1 \ / w `� '} \ VICTOR WEEREN �, i I I I 1 I i i I I I DENNIS I I I i t I \. DERFLINGER I I � �; w cn OB b58 PG bci8 < P 'L 54 3 i ---_-; " ;� j ' 1 / ' ` '/ �� �\ � DB 700, PG 481 I 1 I i i I i I I 54-7-4 i � MILL CREEK INVESTMENTS, I NG. 1 I Zoned : RP Use Residential (� 1 / , f ( i GRAVEL / / /`- �. � ZONED : M-I J ( ( / � � OB 84cf, PG c105 , 54-7-5B ZONED M-I �(08, DANIEL J. TRAV05TINO : t ,, �/ .-• I" .. ,i" „ „�- USE : VAGANT I i `� � /` EX. )AN MH / - - / - • .,,�, !NV 68i.43 OUT �-'" i r 1 . ! t RIF\-RAP — : I I DB PG 860 USE : INDUSTRIAL I I \ ZONED : M-I USE : INDUSTRIAL ...o. 1 i 1 54-7-bA DB b74, P6 308 ZONED : M-1 USE VAGANT i- Z U E- Z� I Z , 'e _ i 1 / P '" \ �� _ _ PEI 1 �• C.. cur w; aft / \ _ / / ' U I -- X2 � i i _-• - =oaf---_ _ - � --. �. 6I DO 48. "E �q0.8l . .. ," "" _ -- -` w _ , I 0 U Q z Q yj 1 f t r3-ir _ � ,,,.ter^ ......,. `` ""_. ,.__ ., ..,..... ..... .........._ ..,_ _•...._. � ........ . —«_ _. _..., ........_ _.. . __ ...._ ._....•.. _ PLUG AT EX. TEE 8 REMOVE-- __ __ __ _ _ = - - --EX. 20' W/L. ESMT. - _� WV ABW� ED PORTION OF W/L PRIVATE 8'rW7L - - - --� � -v- _. - — - - __ ..,•. a yV - -` d•, �,•„ = _ _ _ - "` M 1C1 t O f \ - • - � = - -- ' i u PEDi �6NE — ,� � z W Z Z I Z z k--k a Z Z Z a H W � eta _ . . -` -, - :.. �... �:.: ....—..r. ;.�.-� 2..2 ' BUILDING. S-LIBf�K LINE -- ` �- ---- I I _ TEE _ 13 PROP. 8 a0 (BEND r. EL= s 8 G.v. — EX. 8" FIRE E LINE _. _ _ _ - - -- _ - __ _ , 1 i 1 b - --_- t B.R.L� 1` - _ ,� �h0' ' �1 / F ` _... _, _ ... --- �""J J _-: 1 NE O 13 E- LL, (/� Z W O U 11 1 PROP. 8 FIRE LINE PUMP HOUSE ! 1 I I i �' DOOR t I \ -. 1- - _. 3 DOOR �. � �. _ pp R _ 68b E��S - _ w�� / f U � Z'DZ: Z � U] 1 , I I ! , .. _ - - _ ._.. _. ` " --'-- i i f w Q U ov O O w U _ t f' ' j EX15TIN6 I IETAL BUILDING , I r ! i� , ( J m - _ - - - - =., a' --- `" _ �` °° pp 1 !i i t U a w o o �r • f t i` ; d ( i I{2,-1-i4 S.F.\'- — Third Battle Subdivision %r 1 1t \ \\ I o I :n I I I I I I N I I N o Ln Section I �' 54J-1-I ® ( i I I I Fi == G �3f' �J t ' ! { ; I f 1 i • + >C ;'' I I I I i i �.: i II 1 i i� i E� MH I' \\ \ !i PHASE I i ji 1 / J! if L PHbNE `- DB 558, P& 556 �' �p � � :�E Zoned : RP t r:l i�r i I , r�_ i ij �I. , I I i I 1 � I I ! I 1 i) 1 \ \ t \ `� _ I I< FF = 601.00 i i �' ( �'`' I 1 ' _ I L�6=,-IoNE I ETb. f Use Residential 1 1 i I I I t 52,000 SF 1 1 ; 1 HT. = 50' I J Q I,( t a; , ► I - - �� I� —_ WA�.EHOUSE I I as 1 I i i I� i I f USE: WAREHOUSE 3' DOOR I i� t i ` - " I � i � � I � � \ ! ! - � O cn � N a iv, UJ USE: - _ 1 t, , I I I I __ . _..__ __ , �= • ! I I f INE BS t � p 1 1_ r_ (j% i �? I^M I 1.1[ I ! 0 I 1 IZ la ° 1 AND ENT I � I •� 0 \\ ` \ � I �� �, C d,/i � E91-+C�ht: � a W I I li A\ f ` fi7.1 I4UNTINOTON MEA'70WS ( p .- � r' I! f - j ! k I i 1 u� 1 I 1 i fl (A i I 0- i TE�LEfHONE SECTION II l� O k - t ! i Y„ c) USE: MANOFAC TUB. I Nc� IQ rJ i ��i::i�:, V - '� ► I �' I , ' I I , i I i I ! I 1 } 1 ! I I i i I ► \ 1\ \ �, #886 � � I cAr I ? 54L - 2 DB 754, P6 b2G i 1 1! ZONED: RP ! o � I -�� 1 i fY i t T on•5I owner Ow I — I O w 3 DOCK DOORS TO PROP. 3 f I� /4 , WATER ! f! I I j 1 ( - EX SAN T� B ABANDONED \ I \ t i 25 I BUILDING TIV t (`(y t USE :TOWNHOUSES t - a ' La } i (I* PROP. 3/4" WATERiO BE ABANDONEDSERVIGE LINE jr 11 '' SERVIGE I' -1 i i \\ MOUNTED I j OUTDOOR LIGHT , i t p PROP. SIAMESE 1 — }5 .� �. T L�EMi41N 1-_ _ ( X Y. :nv=b83,1 I I c- - W W .,,t,. ww ...., ,.I� •� :. ,ew•.... Siarmese GonnectionX. STi=PS 3I I'"TO REMAih - �- W f f o I i 688 / 1 3' Fi00R PROP. DO P NC. PAD A 1 y �,. (TYP.) DOORS i CONNECTION I l i d i 20' 9' 9' 8" GATE VALVE( / I I - , PROP. EX. DUMPSTER—�- fib. 17A, H 2 6 7� ' µ r.,• Q 6ll 1 67l TYP I t i Telephone I EX. DUMPSTER EMPLOYEE (TO REMAIN) Pedestal Q T.B.R. AGGE55 ROUTE / f Q / 1 I6' 30' MP _ i t z _.1 I 4 -- GONNEGT TO EX. I § �✓ / 1 / i i( :: ,, dJ •' ---PROP. W/L „Gkk FH ASSEMBLY I ' 1 l z f i 1 i RO . i \ 1 TEL ' i 0, Third Battle Subdivision__ , PHASE I I! I O Q i EX MH 3 ! f E I . GV ! , L RD _ - I i ¢'�� 9 ► 1 i I t \ ONE \ E C Section I i w'; I 54J-1-1 f ', DB 558, PG 55b l ! I I, % w m - _ ,_ �84 _ Z i } RADER INVE5TMENT GROUP, LLG. '�I7' i � �" '^' g __-EX. PARKING TO BE I I Z - Q ,i 54-A-G7B ± �w I w REMOVED � (Y � t� I N5T.# 010015151 I I , I I I 684 � 1�,,�r ''"�, PROP. RAMP `S�nJ 1 X. I 4' GONG. LK °, 6SK PROP L B 3 ��..w, ,'' , �. EN �PRIVA 8" W/L bib r H d Zoned : RP I �� Use Residential (� ' i j _ u� m /� PROP. LANDSCAPED j ZONED M-I AREA I m USE MANUFAGTURI NG ~- FORK LIFT 6 7 6 USE ONLY 682 I -, _ �' . r !! ! j ` , �" ! ! ! ! I! ! f PROP 4" SEWER ! CaEE=� rONE PED� AS VALVE 'Z Q s? - - - -- -; PROP. HG PARKING SPACE Q Q n 1L II # o o v: _. Q HG ACCESSIBLE ROUTE \ /j �\ ! J LATERAL / I - �'i ' dJ --HG PARKING SIGN �t Y� X t "s• ( I Q EX. ISLAND ff PARKING FIRE IA P RKI r1, , .� �1 , Qr - r F -PE ` -"' F / O E-� tL '; u1 i } , i SPACES TO BE REMOVED I I #882 Q $ CX. 2 - � �� I Lip P OP. O B�LL - - C ; -r. / 616Q TAP BY r / !' ! FGSA ,� RAISE EX. MH TOP �' / / 6-i5$ AS REQUIRE .�` bl5?� � , r'/ _ - .-� - �. ...— ,, / , `„ s .- � ..' s / xS �, B. ,"C- [� J w Z Q li q ( HC.. I. STORY \_i r j 9 -- -)FFIGE i G I l0 ! 500 t rF c : _ I R -. - _ q - - 65 —r _ . _ _ I _ Inver�657'l' f '• O I ( ' , ! -2 E I ---- Z r �X15 fNG GG II '=NNGt grm� !f i� ---. F I ?- \/ _ 20' WATERLINE ESMT .. _. �bLLARDS -- - r \ / 1 , X \ 0 ` PROP. GG- I I I PROP. 2 GIJRB OPENING , ""- ---- X. I I t EX. S.W.M. POND f -^-. -- - ® ! / ✓ / + , "' \ f I / 25' BUILDING %BACK LINE .., _ Ifrj _ r- I -' 1 _ ��.._ �.. / U1 Sign -�--� s �r EX. EP - _..- __ -t _ -.�� - DRAINAGE EASEMENT r---------------� _ __----- _ _ -- - / // // / X ._ -., •_ ........._ _ .w...._.. _....w .., ._...• _.-_ ..,. ._... GhatnlMk°��I1Ce E I:,,lt�l.e� �FaE N 60°50'56'-'... I 24.g5' ! 1 / TOP=664.4' 1 1 1 1 ! V=656.->' sw ESTES EXPRE55 LINES ccj �, 1 54-A-q 7A i 1 DB 8q1, PG 80 r - '' t i 1 ZONED : M-I S f USE INDUSTRIAL "l NOTE: 1.) EXISTING OUTDOOR 2.) ALL OUTDOOR LIGHTING 15 TO 3.) ALL PROPOSED UTI L I TES DATE: 11 /10/03 I STORAGE TO BE COMPLETELY BE SHIELDED TO PREVENT ANY SHALL BE LOCATED i REMOVED FROM THE SITE OR ILLUMINATION OF ADJACENT UNDERGROUND SCALE: 1 "=40' RELOCATED INSIDE OF PHASE I PROPERTIES. WAREHOUSE BU I LD i NG K TH I N 30 40 20 0 40 80 DESIGNED BY: AS JOB NO. 2241 DAYS OF OCCUPANCY. SGALE: 1 " = 40' SHEET 2 OF 7 !PIP ----------- 400 m Q it a_ v ri 0 0 M 0 m N 0 U) w N N 0 Z ill w _Z (D z w 0 0 0 N N 0 0 NOTES: I. PRIOR TO COMMENCING SITE WORK, A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT BY THE CONTRACTOR. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ON -SITE DUST CONTROL IN ACCORDANCE WITH STANDARD 3.39 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). 3. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND, 4_ PER CHAPETER 11 OF BOCA, CONTRACTOR SHALL APPLY FOR SPECIAL INSPECTION OF FILL AREAS r o iI 9 I n s I tiT._2 1 I I I I ,IIII P c___._ __------____ _ __-__.---------.....________ __ _ I � 8 Imo€ j co I I ! I 1a II (IS I PROP.5/41' 1 I WATER I I �LI 5 DOCK DOORS TO 1 SERVIGE � PROP. 3/4" WATER 1 BE ABANDONED r ( ,10 n� SERVIGE LINE , X. STEP5 { - TO REMAIN I i ,-EX. DUMPST T.E3.R.. NNE" 1 _T'c.D EX. K I - n <`� i-4d �i. nT II L 2 DOGK DOOR ----- - ----------Ii1 EI`- PLOYEE AC.,GE55 ROUTE EX. DUMP5TER (TO REMAIN) RADER I N"V'EE)THENT 6 ROU ';--LLG. 54-A-q78 I NSTA 010015151 PROP. RAMP ZONED . M--I FORK LIFT USE ONLY USE : MANUFAC TUiRINC-1 EX. ISLAND � PARKING 5PA(E5 1-O BE REMOVE I-) 5' t3Ul> DiNv SETBACK LINE_ 'r - i LL- ]I t- --t— _ EX E 4-REE-5 50 15 O SO 60 SGALE: 1" = 50' CATEGOF,"' "C" 5UF:F fP, SCREENING DETAIL ua z 25' � EXISTING t TO REMAI N I N, EARTH BERM I ROW EVERGREEN TREES AT 10' CENTERS 4' HEIGHT AT TIME OF PLANTING SECTION VIEW N.T.S. PLAN VIEW N.T.S. I I I Prune codominant leaders Prune rubbing or cross branches DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY. REMOVE ALL TA65 AND LABELS. NO LESS THAN 2" CALIPER AT 6" ABOVE GRADE. 6" Gut away all balling ropes and Remove top of wire basket Widen and score hole wall Remove container and cut circling roots if container -grown, or as much burlap as possible if field grown PROP. GCS- --_... W PROP..2' Gl RE3 OPENI N6 I I DO NOT prune ternimal leader or branch tips /' Prune narrow crotch angles and water spouts Leave solid soil pedestal- do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTING DETAIL NO SGALE Prune broken branches Prune suckers mulch kept away from trunk Soil well to L� contain water UNAMENDED backfill soil Partially backfill, water to settle loll, finish backfilling Area for water drainage TREE LEGENp—fi�I—I,4S� I SYMBOL QUANTITY NAME SIZE AT TIME OF PLANTING REMARKS 15 RED MAPLE 2" CAL. 545 TREE LEGEND — F= H,4SE HI I SYMBOL QUANTITY NAME SIZE AT TIME OF PLANTING REMARKS a 12 RED MAPLE 2" CAL. 545 BUFFER SCREENING TREE LEGEND SYMBOL QUANTITY NAME SIZE AT TIME OF PLANTING REMARKS 43 WHITE PINE 6' HT. 545 TRAP No. Drainage AREA (AC) STORAGE REQUIRED PROVIDED WET STORAGE DIMENSIONS H HEIGHT OF BERM (Ft) Ho WEIR OUTLET HEIGHT (ft) W TOP WIDTH (Ft) L WEIR LENGTH (ft) AREA 9 BERM OUTLET HEIGHT (sq-9d) Elev. Top of Stone Outlet Weir i (ft) Inv. Elev. at Stone OUTLET (Ft) WET (cu-yd) DRY (cu-yd) I WET (Cu-yd) DRY Ccu-yd) DEPTH (ft) L = (Ft) W (Ft) 1 1.02 8 (oa -14 l3 3.0 ro5 12 5.0 4 4.500 ro.12 203 ro11.50 ! r0750 El TELEPHONE PED 5F ' g� : Ptly TL=LEPt ENE PED rFe )� tE�ERHONE HUNTI NGTON MEADONS SEGTI ON i l )� T%'LE'HONE= PIE-D/ 54L. — 2 OB 754, PCB 626 ZONED : RP USE TOMHOUSES 9 ' i { 4 t i EXISTING VEGETATION TO REMAIN TO ACT AS f ART OF BUFFER SCREENING ALONG ENTIRE FROF'EiRTT' LINE TELEPHONE F'rD. ELI PHONt�' IE . SVALVE TELEPH0NE'r___ PEP. �wr lnve�rt=657K-7 ,A , -ELEPHC2E _._. _-_ 1 D. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH WASH RACK 3.05 O XX—X SILT FENCE 3.08 CIP CULVERT INLET PROTECTION 3.13 ) TEMPORARY SEDIMENT TRAP 320 Cp - - —' — CHECK DAMS RESPONSIBLE LAND DISTURBER NAME: GERTIFIGATION #: DATE: THE RESPONSIBLE LAND DISTURBER 15 THE PARTY RESPONSIBLE FOR GARBING OUT THE LAND DISTURBING ACTIVITY A5 SET FORTH IN THE PLANS. Z oc W Uj Z Z W ` r N O Lf7 03 — N N I O c •- 1100 cD Ln � 0) 1 w Uj -o 0 a) +� c a� c O 0 4 -C 0 X iz U) w 0 •N � � w (n 0 U) I- z Z z z z o U o O 0 U Z U U U) o z Z z z z U z z z O p z a a a U I- I- H l- 00 �? O 0 U 0 co co a W I o o o � I Q M rn CO � C\2 C\2 AIA dGr�N' rMi00 0 N a N o 6 o0 O�,o� PRE ig I- dF- z z 1� - H QH1 H� O E- W W LL C3 O �0 0� O � W z w Q o � Zn� 0 0 � w DATE: 11 /10/03 SCALE: 1 "=30' DESIGNED BY: AS JOB NO. 2241 SHEET 6 OF 7 04 .�., �/D 2 a M M r- (V O 0 O Cl! M N N O 3 0 U IT N i� Z W w w Z C9 Z w 'o 0 C 0 N h m 0 GENERAL NOTES VD 0 T CENERA L NO TES LEGEND VICINITY MAP C'3 Z 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR SCALE 1'�- 2®0�' County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the between 4 EXISTING INDEX CONTOUR 330 1 W event of conflict any of these standards, specifications or plans, the most stringent shall be 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. 40 W must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT EX E/P Z Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P °o PROPOSED EDGE OF PAVEMENT � 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX GS6 19 (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER vo Z 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G * �� �� rn W State law. Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER o �F � required under GG-6 G6-6R es �' �� w N � 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R Rg °� �' , ' � 00 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is p the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE 1 o 0-N Q I (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans, does not P P y' PP P °°� ° v 00 °' o N N 0 - co responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. PROPOSED TELEPHONE LINE T. T LO (00) Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features to field traffic EX. 15" RCP EXISTING STORM SEWER _ �' Z'• Z 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a relating construction, regulations, and control or safety of may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15" RGP e e W = `G the developer be times. - ► \ �K °�' representative of must available at all any field revision will be the responsibility of the developer. PROPOSED STORM SEWER �j -0 c o 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER 0e< LU C U) o et C a� Control Devices (MUTED). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE LZ embankment. and held by the engineer and/or developer with the attendance of the contractor, various County STREET ADDRESS 882 BAKER LANE 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE WINCHESTER, VA 22602 aD o Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE s- PARCEL IDENTIFICATIONNO. :: 54-A-97B .150 >1 Its !C: ; for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. LOT AREA 10.33 AC. °ea °' `- course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE PROJECT AREA 3.9 AC. w U) Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the DISTURBED AREA 3.4 AC. `v support values the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, CURRENT ZONING M1 and prior to placc ement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE -o- "'� "'$ •®"y CURRENT USE OFFICE &MANUFACTURING 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation PROPOSED USE MANUFACTURING & WAREHOUSE on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 30' 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. SIGNS: NONE PROPOSED. ANY FUTURE SIGNS TO CONFORM WITH THE be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE � STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE +3--i� ZONING ORDINANCE. one litter receptacle shall be provided at the construction site. Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE �- OUTDOOR LIGHTING: BUILDING MOUNTED - TO BE SHIELDED TO 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. PREVENT ILLUMINATION OF ADJACENT PROPERTIES entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 609.3' whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be SIDE: 25' SIDE: 31.1' condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE REAR: 25' REAR: 101.0' until an adequate design can be determined by the engineer and approved by VDOT. 14. *Notification shall be even to the a ro riate utility com an prior to construction of water and/or sanitary g' appropriate y company p / y PROPOSED WATER METER ® PARKING SETBACKS: FROM ROAD R/W=25' sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut y g P V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative P P P g q P EXISTING REDUCER FROM PROPERTY LINE=S DUMPSTERS: NONE PROPOSED sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER OUTDOOR STORAGE: NONE PROPOSED - EXISTING OUTDOOR STORAGE TO BE 15. All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current PP are submitted to private laboratories for testing,the samples shall be clearlyidentified and labeled project and � COMPLETELY REMOVED FROM THE SITE OR RELOCATED INSIDE OF standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging to a which will be accepted by VDOT that testing sall be conducted STOP SIGN PHASE I WAREHOUSE BUILDING WITHIN 30 DAYS OF OCCUPANCY. � according to all applicable VDOTwhich standards. HANDICAP RAMP (CG-12) ��- i U 1-�DENOTES 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the LOCATION OF STD VDOT PARKING CALCULATIONS a' �--i contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined b AASHTO T-99 Method CG-1122 /��/�0ggg JUR ff4J IONS, STANDAIiAMF' CONSTRUCTION OFFICE: LANDSCAPE CALCULATIONS -PHASE I: d prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing P Y Y REQUIRED: 1 SPACE PER 250 S.F. U� utility verification and the proposed construction. A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests by a PARKING INDICATOR t2 3,500 S.F. EX./250=14 SPACES REQUIRED REQUIRED: PERIMETER LANDSCAPING: 1 TREE FOR Q 0.' performed qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES EVERY 2 000 S.F. OF IMPERVIOUS AREA 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A MANUFACTURING: INTERIOR LANDSCAPING: 1 TREE PER 10 SPACES ® � a ;> result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® REQUIRED: 3 SPACES PER 4 EMPLOYEES 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further determined by VDOT Inspector. EX. MANUFACTURING=3 SHIFTS 0 35 EMPLOYEES PROPOSED IMPERVIOUS AREA: 29,385 S.F. PER SHIFT=53 SPACES FOR 2 SF.IFTS 29,385 / 2,000 = 15 TREES W P4 A'+ � ® must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site where necessary HANDICAP PARKING WAREHOUSE: ,�, W E development permits. V16. The installation of an entrances and mailboxes within an dedicated street right-of-way shall Y Y g Y INTERIOR: N/A REQUIRED: 1 SPACE PER EMPLO`� `L:E PROPOSED TREES: 15 � E-� � U) �:) 19. The developer will be responsible for the relocation of any utilities which is required as a result of his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 8 PROP. EMPLOYEES=8 SPACES REQUIRED LANDSCAPE CALCULATIONS -PHASE III: W O project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE TOTAL SPACES REQUIRED: PROPOSED IMPERVIOUS AREA: 14,300 S.F. W U �, � 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed b the developer or at VDOT's discretion, b VDOT on an account g Y P Y 14 OFFICE+53 MANUF.+8 W.H.=75 SPACES 14,300 / 2000 = 8 TREES O 0 in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty 30 inches tall with high intensity sheeting. The P g Y ( ) g Y g• bottom of the sin shall be six 6 feet above the edge of and the shall be installed () -�- TOTAL EX. PARKING = 101 SPACES INTERIOR: 40 \ 10 = 4 TREES 16 SPACES LOST DUE TO PROP. BUILDING TOTAL REQUIRED TREES = 12 U U H engineer must be notified immediately. g pavement post g P P EXISTING STREET LIGHT PROPOSED TREES = 12 a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on TOTAL REMAINING SPACES= 85 :4 W 0 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN PROPOSED SPACES PHASE fl1=12 OPEN SPACE CALCULATIONS: at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. TOTAL SPACES=97 REQUIRED: 25%=112,494 S.F. W (� PROPOSED SANITARY LATERAL CLEANOUT �O 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to EX. BLDG.=92,774 S.F. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12 HANDICAP SPACES: PROP. BLDG.=52,000 S.F. E., professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices REQUIRED: 71-100 = 4 SPACES EX. PAVED AREA=87,850 S.F. geotechnical report has been prepared, it should supersede the requirements in this note. may be obscured. EX. HANDICAP SPACES = 3 PROP. PAVED AREA=25,750 S.F.STORM DRAIN STRUCTURE IDENTIFIER O PROP. HANDICAP SPACES = 1 TOTAL=258,374 S.F. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V19. Aggregate bases and sub -bases shall be placed on the sub -grade by rneans of a mechanical LOADING SPACES: 449,974.8 - 258,374=191,60.8 S.F. or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these REQUIRED: 1 SPACE PER 40,000 S.F. 191,600.8 / 449,974.8=43% NN of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to EASEMENT LINE EX. 89,274 S.F. + PROP. 58,000 S.F.=147,274 S.F. F.A.R. CALCULATIONS: in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE 147,274 / 40,000=4 SPACES REQUIRED REQUIRED: 1.0 .: g present during the construction and testing of the density control strip. EX. LOADING SPACES = 9 TOTAL FLOOR AREA=150,774 S.F. EXISTING SPOT ELEVATION 12.0 EX. LOADING SPACES TO BE ABANDONED = 3 150,774 / 449,974.8=0.34(F.A.R.) V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + PROP. LOADING SPACES = 9 and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 115 3 TOTAL LOADING SPACES PROVIDED = 15 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE PREVIOUS APPROVED PLAN"" #02-99 - UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the control strip. � NO ENVIRONMENTAL FEATURES ON THIS SITE EXISTING TREE 15" OAK 15" PINE TRIP GENERATION DATA � � " V21. Approval of these plans shall expire three (3) years from the date of the approval letter. Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Final location of CG-12 Curb Rams shall be determined b VDOT inspector. p y p r^a4rV22. PROPOSED TREE t�'r15' OAK 15' PINE CLASS USE UNITS BLDG. AREA TRIP RATE VPD Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 150 WAREHOUSE PER 1,000 SF 52,000 SF 4.96 258 FCSA CONSIrpnDUCTION NOTES Power: Allegheny Power 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES Phone: VERIZON P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 Baltimore, MD 21297 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATA° REVISION SEAL r t� r ®i'ER i,7llEET 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 12-10-03 F.C.S.A. COMMENTS Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. l� lvT MONOFLO, 12-15-03 COUNTY PLANNING COMMENTS 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF TH OF o 2-19-04 COUNTY PLANNING COMMENTS MISS UTILITY 1-800-552-7001 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME 2-23-04 COUNTY PLANNING COMMENTS Owner: Address, Including Zip Code & Telephone No. g P P AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO FIRE MARSHAL S NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 882 BAKER LANE RADER INVESTMENT GROUP, LLC. BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN MARK D. SMI WINCHESTER, VA 22603 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING d No.022837 `_O �� �•Z'�g"� (540) 665-1691 Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed Developer: Address, Including Zip Code & Telephone No. by field inspection at the direction of the Fire Marshall's Office. LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING 1 `rS' joNAL � ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. n v SHEET INDE11 SAME AS ABOVE FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING WINCHESTER, VA 22602 AVAILABLE FLOW = AVAILABLE FLOW = (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: DATE: 11 /10/03 SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. PROFESSIONAL SEAL & SIGNATURE B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SHEET 1 COVER SHEET APPROVAL DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS SHEET 2 OVERALL SITE PLAN THESE PLANS ARE IN CONFORMANCE WITH COMPLETED. SHEET 3 SITE PLAN PHASE I & 11 COUNTY OF FREDERICK STANDARDS AND SCALE: N/A 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 4 SITE PLAN PHASE III 5 PROFILES AND DETAILS ORDINANCES. ANY DEVIATION OR CHANGESHEET IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION SHEET 6 E&S AND LANDSCAPING PLAN THE ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. SHEET 7 E&S NARRATIVE AND DETAILS CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE AS Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 2241 no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL A REMOTE READOUT IS REQUIRED. * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 7 11 v N Q) w 0 z rr W W z 0 z I I II i EX. MH j I ( w to N 00 1 I I Q9x I TOP=6-1ci b I i N o \I O- ___ Jucapa, LC ' -1-1 ( I I I w �, Ln 5 / res DB V91, PG 80 gL Zoned : M-I I ! ' 1 I' I ' i I i I �..V a , c c p o �t f/ 1 U i se : Industrial 1\ I I I I I ' c Q)X Q Y' � I I tl i Ob'169=d� SQ J .�aolS�looirlaSxa :u� -..� .�,... � 'w� I \\ I i III ' ' I I I I O) i 1 t\ \ I BLDG I I Battleview Subdivision , _ g� ; — _ \ � I I I I I 1; { \\ o w cf) 54J-2 t DB 658, PG 698 � 1 CC � �j / �.L�� --1 / /- � \ �\ // VICTOR WEEREN \ / � , , - 54�3 J � ' I � I i I DENN15 DERFLINGER II -- I I I � I 54 14 I I \ MILL I @@II li CREEK INVESTMENTS, INC. Zoned RP � � Ii I i �/ J �,�� / \ � ^ �� � DBE OOD, PG� b( i � III I // I DB \\ J O5 r 54--1-5B DANIEL J. TRAV05TINO Use : Residential ' I , Vo x _ �.�_, i �... Z / � / USES VACANT J 1 I ZONED M / , I \ I USE :INDUSTRIAL f \ ( I I I \ DB 90b, P6 b60 ZONED: M-1 54-1-&A I DB 6-74, PG 505 E I I 7 ri� I `- J �L�.x / �� /� J I Al MH J EX.5AN1.43 I \ I I I I \ \ RIF�\APl , ,, . I USE : INDUSTRIAL ZONED : M-I h w U) z W� z // ry! - (1 I ` 111 q7T 8" 411 - USE :VACANT -1/ .-- PPS_- -- ----- -----'' - \5 61000'48�`� Gig0.81r /,s, / �,__- __ ___-'�, -___/ __- _ -� I L) z +J _X2°AGM - - - - __ - - - ---- / c/ -- -- '-- -- _ - - _ - -- _ . _ .. _ _ _ . _- ` - _ __ _ - - - -- i - - 8- W/L - - - - - - - - �- ..- - -_ 20' WATERLINE ESMT -• �' '�- ------ 1\ \ \ I = -` _ __= - b 1 \ -- - \ ` i \ _ TELEP/HONE - - PED/ �-r i W Z Z Z Z Z E� w Z Z - _ �` WV as,Mker- --ices �_-� - — .—... 2..DIN5 SBK�LJN� �� - —~— — _ _ �` - 1 1� ( I - — — — — \� �- - 1 260 \ \ _ -- 6 _ - - - - - / // - - E]+EEPH NE 0. e O I Gas �alv/ i I i , I I) DOOR I 3' DOOR i � /� U? � 0 Z 0 Z o Z O EXISTING METAL BUILDING I t f -•._. ---_ --I_ � 1 / W co I 0 0 0 0 g2,T14 S.F. I I I i l li ' I \ \ / `� L\ i i.I // - ► Il I Third Battle Subdivision I I _ I l rn I I I FF=688.Gi0I I IX! I I I 1 \ \ t I // I 1%/ I � I I I Sectio I n l I 54J-I-I - ry I w _ z I FF - �o I 88.g0 i ( i HT. +- 30' I it i' I I HT.=2 1' I i I I1�1 I I I i 1 \ I \ \ PHASE I/F E3 MH I \\I. I J 1 I i ' tr PHONE L / / / t DB 55b, PG 55rb / I Zoned : RP ' I w i I `� IF- I I I i iI I � I I I I I I i I� I 1 1 \ \ 5 2, SF I ,J / J { I m I J/ I �wL' � T�LLPI-bNE 1A � 1 i I Use Residential - �� 1 i I I 1 I I I I I I I I I I I i I i I I ,I '_ \ \ 000 `\ HT. = 30' i. 0 1 )!, Q � ' J Q i I I I z I �a I N ( I N i I USE: WAREHOUSE - I- II i -II i i 11( I 1cf) I \ 3' coon i USE: WAREHOUSE I \ SE RNLINE \\ I AND �I I' i\ \ ► i I I I I I I .I p 1' i// I I { _ / // \ o 0 N Y o - a N OZ 'I`Q�rY I •� Q \I�� u� l I �+ i m� I1I �'zs II aI \ / \ 1► E./UHONE HUNTINGTON MEADOWS zP �� WijI II Il I II, \/ 4-,z rdL HONE SECTION II �= R\0 P I /�/� P�P�P,6 !II I USE: MANUFACTURING I! III z� U, II II 8 c. /PT IED 54L _ 2 j1Qrn DB -754, PG 626 ZONED:RP h 1 I ( I 0 1 l ' I I i (Y) I I i ITans ormer i IIi I I 1 I I I ,� ' O u� I I 1 I 3 DOCK DOORS I I I t I� Q \ \ \ �� __ EX 5AN TOMB ABANDONED / \ \ BUILDING / \\ MOUNTED \ •. t/! 2 1 I 1 TI I T � I I USE TOWNHOUSES ((Y 1 f I{ I i / I Z , I I ,'rf) WV kid -I I BENJAIN I O BE ABANDONED 1 -•.I I Inv=883.1' I 1I I X I I I (I i OUTDOOR LIGHT `/ ' I \ 3' OOR \ (TYPJ I \ PROP. DO _vOOR5 PROP. 51AME5E i I / ( I I WV ,, -.:,-.- W i --� _I� `�` w w 24"PVP //� 2 DOCK DOORS 4 DOCK DOORS I I I I X. STIFFS NC. PAD \\ ��` CONNECTION 1 \G' 9' q� q.; a' �' 20' q q 611 GATE VALVE ` / r •r. J i 1 51ame5e Gonner-tion PGRGOP. ( I I - TO REMAIN - 688 I EX. DUMPSTER \ QP.IMH _ • ... ,2 \ , .:. ; • - r 2 �• ,.�9 L ;•',� ,� ,',,.,.• bTYp SERVICE LATE AND 3/-4rVVM .' { J 1 IJ \ ( I 1 1 4..___ iele hone p Pedestal � � EX. DUMPSTER (TO REMAIN) LLLLLL�����J11111 I EMPLOYEE T.B.R. d I AGGE55 ROUTE � �I Q ') I la ►�'• ` •/ / / , : + - Ib 30 MP `• �,, `'•� O PROP. W/L 11G.1 � b'76 DOG �b� - ` _ I t / 1 I 1 � ) 1 / .- � \ lI1�4.__.J Third Battle Subdivision ` I I I I I I In' PHASE I I I <; ' I Z 1l / I Q I l� T1 E I. GV v I to I I I /) �t F ASSEMBLY 1 \ i I I .. EX MF� 3 / L RD _ I I J I I \ _ ✓s`,: i 1 1 /\ '` 20 w/I B TELONE 1 Pk�D. u I I Section I I wI I j 1 54J-I -I I i y, DB 55b, PG 556 J l I Q Zoned : RP ' // / 2 \ / u off— i w I Z Q 1`wu.� -- I - (K ! g EX. PARKING TO BE w w I w REMOVED v 2 to 2 1 I PROP. LAND5GAPED I - _ - - 0 I w I' fQ-6,54---- _ - I / I I i I r' o RADER I NVESTMENT- GROUP,-L� G.4 , Z \ m_ 54—A-9-1B / i (/ - � PROP. RAMP / EX I\ 1 I t \ INST # 010015151 I - \ FORK LIFT 67 .b ZONED M-i 4' GONG. i 3.6% ,„ `r PROP B _ EN : SEX. �' �, - 67fr4. F ,, h \ \ j �1 \ t I I I \ I I{ P / / I 1 i // \` - - - - ■ U �-, E-+ � ' Use Residentlal S, s �''` AREA . �� �� ll1 N It i USE :MANUFACTURING USE ONLY 882 \ l� N m dJ \ ` \ \ \ 1 ._ \ \ \ • �'e POP 4" SEWERS" �� /1 // A5 VALVE d ~ > ¢ PROP. HG PARKING SPACE q__HG PARKING 51GN 1 Q Q u dJ / T o o �. �.� .�.� 11 2 i t 2 # / �i Q C � Z 1S ( i FIRE LANI RKI .' \~. },:,AGGESSIE"SMht - ` ATERAL \ \ ROQ - 3.l% TOi' =6-73. \ -- �. `1 - -- \ \ .- -). \�.. �. b Ib J / / i _ - - - - TELEPHO�_ _ -- \ tY w I HG / Q 1 EX. ISLAND 4 PARKING t I 1 SPACES TO BE REMOVED P OP. J 1 BgLL �u c0 \` - J ✓ / �/ s r I\ ti y-� - \ \ / / __- \ \\ `" `\ TAP_ / / , / - / - i / •r ) / /, � i / - - PE-0. / / / - / � i / / �' W t-+ N W E-' 'Z i W \ , 1 1 Q ( I 'I I #882 EX. 2 HG STORY .fl /- OFFICE 1 p � �'- � 15,500 5.F. 1 j (� i 1 1 _ I L' � 4.{ ` �} �- -10' I I 2 I ' ,�9 / � A - I y / / 1 (; EX. SILOS 1 / I Q - - �Ex. MFf Tom- \45A�� n bib - 6 F5� -- -A5-I�EGtt)LRE - - - ' - _ _ - „_ / `\�.z.65" - _r-, _ _ _ _ _ - 6 _ � - � GG _ - - - ' _ _ - --- _ _ --_ _-- 1 I / � r �� 1 � / ' B ver Inve�t=85� - - -- i - _ ,�. � ------/ / �' I / �1 � O Z ) I I -i 4 / ! • .`.. •; EX. GONG. PAD / I I I - _ - // I - � -'- _ G-F'AR�6�G- - - _ _._. _ �.. -_ - - - b / / � REM VE I ` ( -' 2� '_ ---- - - - - _ _ _ _. �`l y' - ' f i " X. P PE i ' -- \� / / / � / / / 1 \ \ ` / / w � Rai � / EXis ING G6-il T( / E m..�- ..® .. o __ I�--.-�_""' W 7I 7`� t�_ 20' Wp - LLARDS TERLINE EMT I� I I ,.a \/ / - `. I Xi \ / 1 PROP. GG- w � \ r ------bbS \ \\ 1 EX. S.W.M. \ I i ~\ iJ I / / �\ \1 // / / ,y jTR�NGE / ' IZ Sign � � / 1 / PROP. 2' GI$RB OPENING 1 25' BUILDINC7 J/ETBAGK LINE j - \ 25' B.R.L. ' - - - "- - _ __._ .-EI�tLWA'P - - - - -1 • - / - / / / / / Q — . kk .......L...x 1 - -- - _- _- DRAINA E EASEMENT - - - - - - - - _ - - - - - NUr / t \ .� ter• UZ) ,/ `\ ...------ -'-ram — _ _... — --—,____..--- '---- r __ -- -- /,--N-60�50'5�"W I¢24.g5' iI j / / / 55MH TOP=(b84.4' V=656.7' If s <o1z p ESTES EXPRESS LINES If 11 i > > ZONED: M-I USE = INDUSTRIAL NOTE: 1.) EX I STI NCB OUTDOOR 2.) ALL OUTDOOR L 16HTI NCB 15 TO 5.) ALL PROPOSED UTI L I TES DATE: 11 /10/03 j STORAGE TO BE GOMPLETELY BE SHIELDED TO PREVENT ANY SHALL BE LOGATED REMOVED FROM THE SITE OR ILLUMINATION OF ADJAGENT UNDERGROUND SCALE: 1 "=40' RELOCATED INSIDE OF PHASE I PROPERTIES. r/ WAREHOUSE BU I LD I N62 WITHIN 30 40 20 0 40 80 DESIGNED BY: AS DAYS OF OGGUPANGY. JOB NO. 2241 SCALE: 1 " = 40' SHEET 2 OF 7 _� VIGTOR WEEREN . 54-7-3 \\ DB 700 P6 -4BT �� � � r � 1 ad,/ i / / ZONED •. M- I �v USE--- VACANT w3 EX.5AN MH INV=b81.43 OUT �8" b4 IN /} PP c UY- wi R� off° �-�- -- S �S 6 100 48�' 20' WATERLINE ESMTY — — — — — 8 NIL lNy _ _ -- — tAI 25' BUILDING SCTBA- G��L INS — ` — — - � 1 I� I I I { I II EXISTING METAL BUILDING I I I I II G12 7-14 S.F. j i (I II 1 I _ jrnl >_ _ >= G88.�o1 I X I I III HT. +- 50 I I Ipz I I I II a hI i l l l I I I III - I ------ USE: l� ARE HOUSL I I Io 111 16511 I I I D I jAl ja� � I I zlll II I �wi i Q 5 DOCK DOORS TO I I 1 1 I I I I- O BE ABANDONEDcp Irv=683.1' I I I I 24"PVP - 2 DOCK DOORS 4 DOGK DOORS i I ,GE ti EMPLOYEE AGGE55 ROUTE EX. DUMPSTER (TO REMAIN) RADER INYESTM'ENT- GROUP,-L"LG. 54-A-q7B I NST.# 010015151 PROP. RAMP ZONED : M-1 FORK LIFT USE : MANUFAGTURI N6 USE ONLY EX. ISLAND $ PARKING SPAGES TO BE REMOVED .co� �bLLARDS / 25' BUILDING 3ETBAGK LINE // II I'HJI I -- -(ftiatrrlinic-r —_--,_ — =en�e——_--------j —_—_.-------- 1 NOTE: EXISTING OUTDOOR STORAGE TO BE COMPLETELY REMOVED FROM THE SITE OR RELOCATED INSIDE OF PHASE WAREHOUSE BUILDING WITHIN 50 DAYS OF OCCUPANCY. / J PROP. 66- ' X w PROP. 2' G RB / OPENING / I / I l / / 2.) ALL OUTDOOR L 1 GHTI NG 15 TO 5.) ALL PROPOSED UTI L I TES BE SHIELDED TO PREVENT ANY SHALL BE LOCATED ILLUMINATION OF ADJACENT UNDERGROUND PROPERTIES. I DENNIS DERFL I NGER 1 I i I 54--7-4 II I I / I DB 84q, P6 qO5 / 7nNFD : M-1 I 1 �ESTES EXPRESS LINES 54-A-a7A DB 8q I, P6 80 ZONED : M-1 USE : INDUSTRIAL 4" IM-IA 8" 21-B BASE STONE PAVEMENT SECTION (BASED ON GBR-6) MILL GREEK INVESTMENTS, I NG. 54-7-5B DB q08, PG 860 ZONED : M- I USE : INDUSTRIAL I DANIEL J. TRAYOSTINO 54-7-6A DB 6-14, P6 308 ZONED: M-1 USE : VAGANT — r TELEPHONE — - PEDr 0 Er<�NE \ III I �I ,111 I I�I I i /PtLV PH6NE TELLPI ENE I � E�)EIS. / ) I � 1 iTFILE E�HONi- Fs D./ HUNTIN6TON MEADOWSpHONE SEGTION II I II �) PAD 54L - 2 DB 754, P6 626 - I I ZONED : RP I I I USE TOWNHOUSES I ' I m 1 I, II m 1 n/ / ` 1 1 J TELE,? ONE D. y u _GAS VALVE ,- I TELEPIiONEF_ i l InvaeCz(b5-X7' �\ ( ICI JEL->= -H42�Z i 2EM VE I ( ►gin i \ � / / / � / IX. PIPE =�-- -J / TOP=664.4' / V = 656.7' / I 8" 21-8 BASE STONE FIRE LANE SECTION (BASED ON GBR-6) • 15 • 30 .• SCALE: 1 • V z W W Z 0 Z W Q Z W W It N U-) O CD 00 N � N � N'^^ � c 'v W o .0 N I_- `n h ca c O d a� U N X o-, U) U) rr a O hl**NN a� W •� ,a L WCf) r) E- z w w � w U :,4 O 0 M U c� o H z z > z z u w z z w z Ld � o � � z a U z � 6 00 � � U 0 0 0 P4 U co co o w o a f- o 1-4 r, c\l cQ c\2 c) j a N04 Pgo� E-+ H z _ H (14 F--+ w E" w o r-1 w� Q LL � O H T 1 W O �w 0Q Zx aw U) DATE: 11 /10/03 1 SCALE: 1 "=30' DESIGNED BY: AS JOB NO. 2241 SHEET 3 OF 7 I II Gas �/alve 1 to I , I N ,l i tz I i Third Battle Subdivision I I I Section I 54J-1-1 DB 558, PG 556 Zoned : RP Use Residential Z- u� I i�-� I � j ad � II l l� J� zl I�U, I _V �I 10 0 u� LJII P I-' I = I: i U% I i 1 n I 1 il I PPI UyFt owv I I �I \ I I I I I Third Battle Subdivision \ Section 54J-1-1 I DB 558, PG 556 Zoned : RP Use : Residential 1 I I(' onsorrr 1 I I I I i I I I I� I USE: MANUFAGTUR1NCB er I� I F1 Siamese Connection Telephone Pedestal PHASE 1EX. PARKING TO BE REMOVED IPROF.LANDSGAPED AREA )PROP. HG PARKING SPADE +—HC, PARKING 516N EX. 2 STORY OFFIGE 3,500 S.F. I I 7 -- — -� FH to / / I W CobEX15 IN6 G6-II E�ANGE 2O' 1"IATERLINE ESMT 1 � f r qz Sign EX. EP as Ve --- '' I _______-»------------- -- - _- _ I I / I ti 2" SM-2A 8" 21-B BASE STONE • 15 • 50 ,• NOTES: 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB do GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARELLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 4" I 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. P . t>. e. ° D p . C. .. D' j. ° D A. The bottom of the curb and gutter may be constructed -0, parallel to the elope of subbase courses provided a minimum depth of 7' is maintained. This area may be concrete SPEff-RE REFERENCE ION COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION - -- -— 201.03 z aC W W z V z W N cD N N � t7 J .� W W�O C � U) U) U) H z w a L) o rJ _0 (n � C.7 C7 E, > z z z w E. z 6 � "D �D ov ov r� o N 00 Q0 N (7 0 I 0) O U-) N C CD O d_ r u� D_ O X N Q f-' LL_ U) W N O N T C > 0) L W (n co co 0 0 w I 0 F-0 I I to CO o C\2 C\2 ZA ��N s~ F- �0 00 04 M a a o Nlz z Pgo E- dV 1 f---I t-, z Q �> Qa LL �o 0� O Z 0Q zx o4 U) DATE: 11 /10/03 1 SCALE: 1"=30' DESIGNED BY: AS PAVEMENT SEGTION (BASED ON GBR-6) JOB NO. 2241 SHEET 4 OF 7 form tic v .v' ® =§ �. select backfill note) 6" minimum W machine excavation limit trench bottom -'TAR \ gate valve �1;N1,11`...-,.--'-.F,,te valve& boxes'" box undisturbed earth stone bedding TEE. WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapppped with 'denotes hand excavation polyethylene, and the concrete poured to completely surround '0" = 12" min. for 10" and smaller pipe ]the fitting and against undisturbed soil. The bearing dimensions 'D' = 18' min. for 12" thru 20' pipe against undisturbed soil shall remain as shown. see short below for A B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dia. Plugs, Wyes & Tees 11 1/4' and 22 1/7 Sends 45' and 90' Bends -- A B C A B C A B C 6 1 -0' 0'-9" 1 -0 0'-9' 0'-9 0'-9' 1 -3 0 -9' 1 -9 8 1 -3 0 -9 1 -3 0 -V 0'-9 0'-9' 1 -6" 0 -9' 2 -3 10 1 -6 0 -9 1 -6 1 -0 0'-9 1 -3 1 -9 0'-9 2'-6' 12 1 -9 7- 2 -6 1 -3 1 -0 1'-6' 2 -0 1 -0 3-0 14 2 -0 1 -0' -3--0 1 -3 1 -0 1 -6 2 -6 1 -0 4-0 16 2 -3 1-0 3 -6 1 -6 1 -0 2 -0 2 -9 1 -0 4 -6 18 2'-6- 11'-3- 3 -9 1 -fi 1 -3 2 -0 3 -0 1 -3 4-9 20' 2 -9 1 -6 4 -0 1 -9 -6 2-0 3 -3 1'-6' 5-0 -- 111/4' galy. n rods over fittings and THRU 90' BENDS :.�:L•s embedded in concrete thrust blocks. FfTT1NG SIZE ROD SIZE 12' & LESS 6 NO. RODS 2 EMBEDMENT 30" 14" - 20' 8 2 36' Concrete ` Fitting VERTICAL BENDS size 11-1 4' 22-1 7 45' 90' stone bedding ' 6' - - - 1.3 8' - - 1.1 2.3 10' - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20' 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T i" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Meter Size Coppersetter 5/8" x 3/4" A-C3635-01 w/ 7 Y," Opening 3/4" A-C3635-01 w/ 7 )4" Opening 1" A-95319-06 w/ 10 %" Opening 18"-21 3" stoney surrounding box 8"-10 1" CTS polyethylene tubing (PET) 200 psi with SS inserts at all connections treated 2'x 4" with top 8" painted blue - 24" - 18" meter by It�����1� • COPPERSE meter hei ht g service line c size connection bar tub 5J8'k3/4" 18" D-31014-12 1 Y O D BA13 332 W SN HHCA37 323-N-SN w/ C1444 w/ CSB-43 w/ CSB-43 w/ SS Insert 314" 18, D-31014-12 1 /� " O.D. BA73-332 W-SN HHCA31-323-TV-SN w/ C14 44 w/ CSI3 43 w/ CSB-43 w/ SS Insert i" 18, D-31014-12 w/ C14-44 1 / " O.D. BA31-444 W HHCA31-444N w/ SS Insert w/ CSB-44 INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8"x3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Revised Figure 5 Oct 03 concrete pad 1'-e" sq. x e"deep 4" stone screw type .............. adjustable valve box 48" min. location marker stone valve megalugged to main megalugs magalug �•`r thrust block 18" to 24" 8"x 8"x 16" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 square skid pad W thick- 3/4. x 2" butyl joint sealant 6" dia. schedule 40 steel ■ direction of setting to be approved prior to installation concrete pad 1'-6' sq. x 6' deep 2" min. - 6" max. 4" ston stone to be minimum of 6' above top of base FIRE HYDRANT ASSEMBLY Figure 9 screw type adjustable valve box Imo. --locator marker mechanical joint swivel tee with V branch top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" min. above grade in easement areas) 35" max. concrete ASTMG150 _L 4000 psi waterproof coating I72" or 16" (typ.) CS-55 by Conseal joints are to be sealed 6. with "O" ring gasket 3/4" concrete anchor bolts (4 each) adjustment rings (11" max.) a: • 1 i V nominal size RV 30 butyl joint sealant applied between joints and on exterior side of joints I.D. -pipe to manhole connection to be 5, c Q by flexible sleeve invert channel to provide a smooth transition in to out, 3'-0" min. for all connections 2'-0" max. 4'-0" max. recast invert or rout ' =! r - ' i w . estop of bench -wall bottom to form channel •'�:'.`�:r;':++,'.�'•.` D/2 ``'�ti.�;4`r'•� sameelev.as r;c; �:�?'�:.�,�;• 6,top of pipe .a• 4'•' C 6" bedding stone NOTES: 1. Manhole sections shall have an external coatingof roved polymer film water proofing nor to installation. approved p Y P 9 P 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Revised Figure 12 Oct 2003 685 ♦SI 675 670 SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gasketed bell 45' bend bell adapter (see note) 2' I3' minimum SDR 21 gasketed SDR 35 8"x4" pipe and fittings SCH 40 asketed bell wye solvent note) (qs.. weld cap property line 18" location marker I 36' min. cover stone-� treated 2"x 4' with - top 6' painted green 4' pipe at 2.00% minimum grade Note; If top of main is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 15 finished R VALCO Inc Fig. No. 71 BOE with lid marked "SEWER' bottom section - of box 1 t- SDR35 gasketed bell wye see note ,i 'A sanitary ( ).. sewer main SDR 21 t'x: 0+00 1 +00 2+00 3+00 PROPOSED NATERL I NE I'B II cast iron cleanout cap with brass / plug must be 8" from the top of the screw type adjustable box square concrete skid pad 20"x 20"x 8" deep cast iron cleanout cap with brass plug having a countersunk square P 9 9 head Panella Model PA4SV-CSK (41 SDR 21 - cleanout pipe brick base 'SDR 35 spigot by "t1SDR21 gasketed ;bell adapter -. SDR 35 gasketed •;•r<'.bell 45' bend 6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 Revised Oct 03 685 675 670 (065 4+00 5+00 6+00 PROP. TO _ .Go 680 ---- PROP C RADE _ 675 _... _ E _ 670 5DR-35 HEA _. 130' - 8" PV - 0 0.1515 kgALL _ - ... EX 8" .. 6 8 PVG 1.2% �J 665 ..._ ._.. .... -._ ...__ _....- __.... -.. .. .._. cl�660 Q- _ - --© 0- 1 d) - a fl� ��� ... (f)T ..._. ._ .. _. .-. ..... . -� IT� -- _ ...... 11 ..., . _.... ... .___. ...... ��Z ._..Z � It -\ ... �.. .... ZL .. II -... ._...tu.._ .._ _..... .. ...... ... II O t-zw Z� II x a - w Oz N _ O O ww� ......... 10 Z tL 1Z _. --I- --- ---- -.. ww-- 0+00 1 +00 2+00 PROPOSED SEWERLINE FF=684. 0 - --- 680 _- PROP 6E . 675 -------I GOMPAGT FILL TO 115% MAXIMUM DR 7 I DEN5rr-1 -PER- _ _8 AA! iHTO T-q9 I EX GRAD l 665 - - Q i W 660 f- - 4 .Q_ ---- L n QLU tY 00 O 0+00 1 +00 PROPOSED NATERL I NE "G" NOTE: EXISTING PORTION OF ABANDONED SANITARY SEWER TO BE PLUGGED PER F.G.5.A. REQUIREMENTS. V z_ rr W W z V z UJ N O00 t>7 N N � tb C O N z 0 -J rT - CO I 0-4-N UJLc) � UJ CO Z 0- t!D V O (D X H L L- t✓ L /1111117 O O hl*,*N N Q) %l C y� a L LJ (n U) E, W z W w z O 0 O " O z z 0 z O z z wW z o a a a U d to H �D U o O O ) LIJ co O C0 O 1 a O I- o I I I � I I C�2 I C\2 N C\2 C12 IA � 00 H �otV z r1 Y 0 Z N Pgp� E ■ U H �� 1.4 Z QC� w^^ w �O J E �� LL Z a N �o FI� W �:: DATE: 11 /10/03 HORIZ. 1 "=50' SCALE: VERT. 1 "=5' DESIGNED BY: AS JOB NO. 2241 SHEET 5 OF -7 M NOTES: 1. PRIOR TO COMMENCING SITE WORK, A LANE) DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT BY THE CONTRACTOR. 2. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ON -SITE DUST CONTROL IN ACCORDANCE WITH STANDARD 33S OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). B.ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 4. PER CHAPETER 11 OF 50CA, CONTRACTOR SHALL APPLY FOR SPECIAL INSPECTION OF FILL AREAS. C ftw� w N - 7I { 1 I 1 I -- > '51 DOOR DOOR'S PI 71 m FF 6'5(5.qG1 ix l ' I '' 1. HT. - 2T I I IQP1 PHASE I EXk MH I FF-bbl.00' ' i i E� ti \ `` 52/000 SF I , I I ,� 1 HT U'-S)E: NAREHOUSE { i ;' $ �`� { { O I 1 I �� 1 wo { { > M{ { 1 I M (j) I I ICI 'I E3 DOCK DOORS TO I BE ABANDONED 10 Inv=683.1' { { � I 1 '='� 24"P\,/P 2 DOG< DOORS 4 DOGK DOORS 25'BUILDIN6 5"ETBAGK LINE 30 15 0 50 60 SCALE: 1 50' EMPLO'(EE A6GE55 ROUTE EX. DUMPSTER (TO REMAIN) RADER I NVESfHENT OROUP, LLG. 54-A-cf-7B INST.# 010015151 PROP. RAMP ZONED - M-1 FORK LIFT USE : MANUFAGTUP-IN6 USE ONLY EX. ISLAND a PARKING SPADES TO BE REMOVED C,4TEr-:;0fR`r ''C'' BUFFER SCREENING DETAIL IO'LANDSCAf-ING LU z EASEMENT 0- j��\ EARTH BERM 2 ROWS TREES AT IO'CENTERB 4' HEIGHT AT TIME OF PLANTING MAJORITY BEING EVERGREENS AND AT LEAST Y3 BEING DECIDUOUS E?'TYF. SECTION VIEW PLAN VIEW N.T.S. N.T.S. DID PROP. G6-T x PROP. 2' GI OPENING KI I Prune codomInant leaders 00 NOT prune ternImal leader or branch tips Prune rubbing or cross branches DO NOT STAKE OR WRAP TRUNK UNLESS NlEr-E55ARY. REMOVE ALL TA65 AND LABELS. NO LE55 THAN 2" CALIPER AT (b" ABOVE GRADE. Gut OV40Y all balling ropes and Remove top of wire basket Widen and score hole wall Remove container and cut circling roots if container -grown, or as much burlap as po551ble, if field grown Prune narrow crotch angles and water spouts Leave solid soil pedestal- do not dig deeper than L ball depth Dig hole 2-3 times root boll width 1(�24.c-i5' Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water TREE PLANTIN6 DETAIL NO 50ALE UNAMENDED backfill soil Partially backfIll, water to settle loll, finish backi'Ming Area for water drainage I TREE LEGEND -PHASE 1_ SYMBOL QUANTITY NAME SIZE AT SOr- PLTIME ANTING REMARKS o 15 RED MAPLE 2" CAL. 545 TREE LEGEND-PH,45E III SYMBOL'QUANTITY NAME SIZE AT TIME OF PLANTING REMAW5 0 12 RED MAPLE 2" CAL. 545 5UFFF=fR 5GfRF=F=N1NG TREE LEGEND SYMBOL QUANTITY NAME SIZE AT TIME OF PLANTING REMARKS 46 WHITE PINE ro' HT. 545 AA15 14Y SPRUCE ro' HT. 545 I-1 RED MAPLE 2" CAL, 545 TELEPHONE" TELEOH&NE I if, 1 � J i ��. ,Tr,-LEPHONE TELEPHONE PE5- 13 '1-,`TELEPHONE HUNTIN6TON MEADOWS I �T�' ELEPHONE SEGTION 11 i PAD, 54L - 2 DB -754, P6 62 ZONED: RP USE : TONNHOU5ES BEGIN EARTH BERM Jy) —10, LAN Sc-APE ESMT. SC SEE 5UrER SCREENING DETAIL TELEPHONE PED. AS VALVE TELEPI-40NE RED. Wyam' EART END- H- BERM- jD'�Xbl E3qx16,u vor A. (95T E -EP r - EMQVEip E, X. PIPE �x It I TRAP No. Drainage AREA (AC) STORAGE REQUIRED I PROVIDED WET STORAGE DIMENSIONS H HEIGHT OF BERM (ft) Ho WEIR OUTLET HEIGHT (Ft) W TOP WIDTH (ft) L WEIR LENGTH (ft) AREA is BERM OUTLET HEIGHT Elev. Top of Stone Outlet Weir (ft) - Inv. Elev. at Stone OUTLET (ft) WET (CU-sd) DRY (CU-9cl) WET CCU-9d) DRY (Cu-sd) DEPTH (Ft) L a (ft) W = (ft) 1 1.02 68 (08 -74 -13 3.0 05 12 5.0 4 4.500 6.12 203 61150 6(0-1.50 ER0510N/5EDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH WASH RACK 325 O X—X—X SILT FENCE 306 CIP ===0 CULVERT INLET PROTECTION 3.13 ST TEMPORARY SEDIMENT TRAP 3.20 CHECK DAMS REPONSIBLE LAND DISTURBER NAME: GERTIFIGATION DATE: THE RESPONSIBLE LAND DISTURBER 15 THE PARTY RESPONSIBLE FOR GARBING OUT THE LAND DISTURBING AGTIVITY AS SET FORTH IN THE PLANS. Uj Uj z_ Uj 0 U-) 00 C N 00 C�' In 0 -j 01 ON > L.� U') 0) Q) ot -C to C: Ln § x < F- LL- — U) Cn rr a) 0 w M w M E, E� E- F- z z 0 0 0 0 0 E- Z Z Z Z w zzzZ z z z 0 0 E- z E z Z- z :Z) �:) �:) 0 0 C) c) 0 C0 co C) 0 w 0 0 62 .may V) cy o llkoA 7M E- E- Z 0 z E--q z > O WL C)E ---4 �o O �� U) a P-" z wQ 0 z 0 O C() w I DATE: 11/10/03 1 SCALE: 1"=30' DESIGNED BY: AS JOB NO. 2241 SHEET 6 OF 7 a_ M ao N 0 v 0 O N M 24 N O v CV a� .a 0 MINIMUM TOP WIDTH (W) TABLE 3.32-C V STONE CONSTRUCTION ENTRANCE TABLE 3.31-B SITE SPECIFIC PERMANENT SEEDING MIXTURES MONOFLO REQUIRED FOR SEDIMENT FOR APPALACHIAN/MOUNTAIN AREA Erosion and 5ediment Control ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS Total Lbs. cc 70' MIN. EX6VNG��� TRAP EMBANKMENTS Minimum Care Lawn Per Acre Narrative PAVEM£NA A 3 5:, ACCORDING TO HEIGHT OF "QUICK REFERENCE FOR ALL REGIONS" - Commercial or Residential 200-250 lbs. Project Description w W FlLTERCLOTN-� 6'MIN.A AWN 9£RM EMBANKMENT (FEET) - Kentucky 31 or Turf -Type Tall Fescue - Improved Perennial Ryegrass * 90-100% 0-10% The purpose of this project is for the construction of a 52,000 5.f. the I a,100 z - Kentucky Bluegrass 0-10% warehouse building during phase portion and a 5.f. SIDE ELEVATION Rate manufacturing building during phase 2. Phase 3 will consist of High -Maintenance Lawn reconstructing the parking lot. £XISANCGROUND Planting Dates Species (lbs./acre) z 70' MIN. Minimum of three (3) up to five (5) varieties of EXistN Site conditions U1 1 1 to MIN. bluegrass from approved list for use in Virginia. 125 lbs. The northern portion of the site is improved with a warehouse and N B WASNRACK (OPROA-) General Slope less) manufacturing building, and the southern portion is open with small trees 0 00 Sept. 1 - Feb. 15 50/50 Mix of (3:1 or and brush and a storm water pond in place. N �- 12' MIN* 10 MIN.Annual PAX a Ryegrass (Lolium multi-florum) - Kentucky 31 Fescue - Red Top Grass 128 lbs. 2 lbs. Adjoining Phopertl" 3�:o a) a N N (D W & 50 - 100 - Seasonal Nurse Crop** 20 lbs. The Third Battle Subdivision to the north, industrial developed lots to •c J o, I I o0 H_ Ho Cereal (Winter) Rye 150 lbs the east 4 Hest, and Huntington Meadows subdivision to the south. Z = > N VDOr if I - POS171W DRAINAGE f0• MIN. COURSE AGGREGATE a TO SEDIMENT 1 1.5 0.5 (Seca) cereale) 2.0 Low -Maintenance Sloe Stee er than 3:1 P (Steeper ) Solis _ L= >, L � r, l TRAPP�Nc DEwc£ • EXTEND FULL 2.0 1.0 2.5 1.5 2.0+-� 2.5 - Kentucky 31 Fescue 108 lbs. Soils at this project site are classified as Berk5 Ghannery Silt Loam W C a c O o 'r MUST W1DTN OF INGRESSAND EGRESS PLAN VIEW ,� 3.0 2.0 2.5 Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 - Red Top Grass 2 lbs. 013) and Weikert Berks Ghannery Silt Loam (41G). These soils have -C 0- ry 3.5 2.5 4.0 3.0 3.0 Loliium multi-florum) 3.0 ( - Seasonal Nurse Crop** - Crownvetch *** P 20 lbs. 20 lbs. moderate erosion hazards and moderate to severe wetness when -<12' m x MIN. JHH 4.5 3,5 4.0 excavated.5.0 4.0 4.5 150 Ibs °� U) o 3' MIN. -M,".Ma 1 - 1 German Millet 50 Perennial Ryegrass will germinate faster and at lower soil CArItk.Q1 Af"am EXCAVATED AREA' y Aug.g' (Setario italica) temperatures than fescue, thereby providing cover and erosion There are no critical areas on site. MAX. DEPTH = 4' ORIGINAL resistance for seedbed. a a) 0 RLIER °`°'"� SECTION A -A GROUND ELEV. Erosion GOnb"ol M6Q3llres a) 6-7' ** Use seasonal nurse crop in accordance with seeding P 9 dates as Hold pre -construction meeting on site. ° 0) C stated below: Install silt fencing. i :-. March, April through May 15th May 16th through August 15th Foxtail Annual Rye Millet Install Storm drain inlet protection. Seeding August 16th through Sept.,Oct. Annual Rye Install check dams. November through February Winter Rye Upon completion of grading, stabilize the site. Seed shall be evenly applied with a broadcast seeder, drill, Twnpo-vviry rJ,tc"itzatlon U) REINFORCED CONCRETE DRAIN SPACE cultipacker seeder or hydroseeder. Small grains shall be *** If Flat ea is used, increase to 30 lbs. acre. All legume seed P / 9 Temporary stabilization shall be applied to any denuded areas of the z Z �' Z Z z SECTION B-B planted no more than one inch deep. Grasses and legumes must be properly inoculated. Weeping Lovegross may also be site that are not continuous) worked within -7 days. All earth berms, y y w W W shall be planted with no less than 1/4" soil cover. included in any slope or low-maintance mixtures during 10-20 lbs/acre in warmer diversions, and sediment trap embankments are to be machine o SOURCE A0AP1f0 /iDm 1983 Maryland Sfandords for Soil erosion and Sediment Con tro% and VD. DSWC Plate 302-1 SOURCE: VA. DSWC PLATE. 3.13-1 seeding periods; add mixes. compacted, seeded, and mulched (hay or straw) for temporary and/or z a v permanent vegetative cover immediately after grading. c7 O E- CONSTRUCTION OF A SILT FENCE TEMPORAR Y SEDIMENT TRAP SEEDING SCHEDULE Permanent stc"lization > w Z Z Z (WITH WIRE SUPPORT 1. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4". 2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL AT A RATE OF e2 L55. PER 1,000 SF. Permanent erosion control measures include the establishment of ra55 W � � ZZd Z ZZd ] 1' VARIABLE (2 TONS PER ACRE). on all surfaces not paved or built upon. Permanent stabilization sgholl f p o a 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 L55. PER 1,000 SF (1,000 LBS. PER ACRE). be o6complished in accordance Hith the seeding schedule below and TRENCH UPSLOPE ALONG THE LINE vARIABLE 4. PERMANENT SEED MIX WILL CONSIST OF 619. KENTUCKY 31 TALL FESCUE AND 3390 RED CLOVER Section 5.32 of the \/ir inio Erosion and Sediment Control Handbook. g � H Ems-+ OF POSTS. GORIGINROUND 5. TEMPORARY SEED MIX WiLL CONSIST OF OATS, ABRUZZi RYE, OR EQUIVALENT. z z z ELEV. 1.o 6. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3,500 L55. PER ACRE AND CUTBACK OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. ANCHORED WITH ch Seed" Sedule . �D O �D O �D O v 67 CU. YDJACRE I. Topsoil shall be spread at a minimum depth of 4". a ����• 2. Pulverized agricultural limestone shall be incorporated into the 0 000 5f (2 tons per acre). topsoil at a rate of a2 lbs. per I, p 0 0 0 I / 3. Fertilize with 10-10-10 at a rate of 23 lbs per 1,000 5f (1,000 Ibs F- 0 0 l I /f 67 CU. YDJACRE 4, MAX. (EXCAVATED) per acre). 6_796 Kentucky 31 Tall Fescue 33% Red Q .-I I .-i l CJ] CO 4. Seed mix consisting of and C)� N � r ORIGINAL FILTER CLOTH GROUND Glover. 5. Straw mulch shall be applied to all seeded areas at a rate of I *SEE PLATE 3.13-1 COARSE AGGREGATE** CLASS I RIPRAP 4,000 Ibs per acre and anchored with cutback or emulsified asphalt of 200 A FLOW III I.. i,t - III a rate of gallons per acre. = f O 4' CROSS SECTION OF OUTLET Maintenance Program ti a 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKALL AND COMPACT THE 1. The contractor shall inspect all erosion and sediment control N a FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. CLASS I RIPRAP measures after each rainfall and at least daily during prolonged H O Z LENGTH (IN FEET) AREA rainfall. Damaged or deficient areas shall be repaired or replaced � o z N Ak / (INXAC..) immediately. ¢ DIVERSION 2. The contractor shall make a daily revieH of all areas of construction J DIKE � activity to insure erosion control effectiveness. Additional measures shall be installed O PRE I �� immediately where deficiencies are found. Jill ��- :. ���� �- 3. Sediment shall be removed Hhen the sediment volume reaches one half the height of the trapping device. 4. All required permits and fees to begin land disturbance shall be the FLOW responsibility contractor. 11 / COARSE AGGREGATE / /// Gowf�the �,y��, Erosion aid `��t Control Not" 1. All vegetative, structural erosion, and sediment control EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ( / %\` EXCAVATED / practices 5hail be constructed and maintained in accordance with the minimum FILTER FABRIC -_/ FILTER CLOTH �--� standards and specifications set forth in the latest edition of the \/irginio Erosion and Sediment Control WIRE I I#COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 Handbook and Virginia \/R625-02-00 Erosion and Sediment Control Regulations. E_ OUTLET (PERSPECTIVE VIEW) W W SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-I 2. 1-he contractor shall install the tree protection, silt fence and d Z Sh"'d h 1}anf SOURCE: VA. DSWC PLATE. 3.13-2 construction entrance as shown in the plan prior to or as a first step in f-+ clearing. Q SILT FENCE CULVERT INLET ROCK CHECK DAM 3 Within seven days of reachingfinal rode, the contractor shall install areas > permanent stabilization to disturbed that are not to be paved or ��, PR 0 TECTION built upon. Q �► O W F-+ ENOWALL 2 ACRES OR LESS OF DRAINAGE AREA: 4. The contractor will contact the plan approving authority one week to the commencement of land disturbing activity and one week J E prior y prior to final inspection. W � � � 0 6 5. The contractor is responsible for installation of any additional to > O TOE OF FILL CULVERT 3" erosion control measures necessary prevent erosion and FILTER CLOTH sedimentation as determined by the plan approving authority. U 3 (OPTIONAL) o (DOWNSTREAM VIEW) 6. A copy of the approved erosion and sediment control plan shall be O W maintained on the site at all times. Z Q VIDOT #1 -7. The contractor is responsible for maintaining drainage of all � Q4 COARSE AGGREGATE COARSE disturbed areas to sediment control devices at all times. FLOW ? 3„ � b. The contractor shall inspect all erosion control measures W U) c TOE OF FILL periodically and after each runoff producing rainfall event. Any o necessary repairs of cleanup to maintain the effectiveness of the SILT FENCE DISTANCE IS 6' MINIMUM IF FLOW erosion control devices shall be made immediately. IS TOWARD EMBANKMENT FLOW 2-10 ACRES OF DRAINAGE AREA: G. Topsoil stockpile shall be stabilized with silt fence and temporary seeding. Excess topsoil shall be removed from the site and disposed * + of in accordance with the the Erosion and Sediment Gontroi handbok at OPTIONAL STONE COMBINATION 6" a permitted disposal area. 3" FILTER CLOTH (OPTIONAL) .� (DOWNSTREAM VIEW) DATE: 11 /10/03 FLOW VDOT #1 COARSE AGGREGATE SCALE: N/A Flow ?�� 3" *VDOT j13, j1357, y5, y56 OR p57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN HORSESHOE ' WHEN DESIGNED BY: AS HIGH VELOCITY OF FLOW IS EXPECTED JOB N0. 2241 CLASS 1 RIPRAP SHEET 7 OF 7 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 PLATE 3.20-1 x a co M r N 0 0 0 N M N N 0 3 N 0 U) v v N 0 z ix w w z z w 'o 0 0 2 v N a� 0 GENERAL NOTES VDT GENERAL NOTES LEGEND VICINITY MAP CD Z herein to the V1. All work on this project shall conform to the latest editions of the Virginia Department of _ -' ��= 2���' 1. Methods and materials used in the construction of the improvements shall conform current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR _ - _ - -- ._ _ 33 ..- -- - � � SCALE 1 County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the these the be EXISTING INDEX CONTOUR '--- --- 330 / ` ` UJ event of conflict between any of standards, specifications or plans, most stringent shall 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. PROPOSED CONTOUR 40 � V LU must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT EX E/P Z Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P o PROPOSED EDGE OF PAVEMENT 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX G�6 (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER Vo 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G a �� �'M o W Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER �p e A required under State law. G6-6 G6-6R es er N �`/1109 0 00 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R Rr °C , > (o � with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is14- the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE �` Q N I (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans. does not PROPOSED TELEPHONE LINE T T �0 ° W •0 N N responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. @ J Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EXISTING STORM SEWER EX. 15" RGP r. '�\ Z ` 0 N V5. Design features relating to field construction, regulations, and control or safety of traffic may _ LO N 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15 RGP y \ \K e W representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER �� W -0 � c m c o 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER Sett �' 3:E O `f- n `O Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION LO o X < 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE " embankment. and held by the engineer and/or developer with the attendance of the contractor, various County STREET ADDRESS 882 BAKER LANE All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE WINCHESTER, VA 22602 " U)9. aD o Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE . PARCEL IDENTIFICATION NO. 54-A-97B 'ts for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. LOT AREA 10.33 AC. > Q' � course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE G G PROJECT AREA 3.9 AC. I w V) Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the DISTURBED AREA 3.4 AC. c' support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINEaccordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, CURRENT ZONING M 1 and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE -.- •••- •••-.- .••-.••-.- - •••�- CURRENT USE OFFICE & MANUFACTURING 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the projectan employee certified by the Department of , Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCELINE PROPOSED USE MANUFACTURING & WAREHOUSE on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 30' 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. SIGNS: NONE PROPOSED. ANY FUTURE SIGNS TO CONFORM WITH THE be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE ---- ' ZONING ORDINANCE. one litter receptacle shall be provided at the construction site. Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE '� OUTDOOR LIGHTING: BUILDING MOUNTED - TO BE SHIELDED TO 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. PREVENT ILLUMINATION OF ADJACENT PROPERTIES entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 609.3, whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be SIDE: 25 SIDE: 31.1 condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE REAR: 25 REAR: 101.0 until an adequate design can be determined by the engineer and approved by VDOT. PARKING SETBACKS: FROM ROAD R/W=25' 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER FROM PROPERTY LINE=5' sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut Y g P representative prior to placement and fill. Where CBR testing is required, a VDOT representative P P P g q P EXISTING REDUCER DUMPSTERS: NONE PROPOSED sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER W OUTDOOR STORAGE: NONE PROPOSED - EXISTING OUTDOOR STORAGE TO BE 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled P g' P Y -� COMPLETELY REMOVED FROM THE SITE OR RELOCATED INSIDE OF standards and specifications of Frederick County and/or the Frederick County Sanitation Author Authority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN PHASE I WAREHOUSE BUILDING WITHIN 30 DAYS OF OCCUPANCY. -•� E according to all applicable VDOT standards. HANDICAP RAMP (CG-12) .�_ j PARKING U ,._, <� 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT CALCULATIONS • 04 �--i contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density determined by AASHTO T-99 Method CG�2/OR TURS�,C�AI ST ll RAZ�P R N OFFICE: LANDSCAPE CALCULATIONS -PHASE I: � � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing as REQUIRED: 1 SPACE PER 250 S.F. U utility verification and the proposed construction. A, within plus or minus 2% of optimum moisture for the full width of an dedicated street P P Y right-of-way. At the direction of VDOT Inspector, density tests by a PARKING INDICATOR 12 3,500 S.F. EX./250=14 SPACES REQUIRED REQUIRED: PERIMETER LANDSCAPING: 1 TREE FOR r-� Q R' performed qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES MANUFACTURING: EVERY 2,000 S.F. OF IMPERVIOUS AREA 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A , INTERIOR LANDSCAPING: 1 TREE PER 10 SPACES result of his construction project within or contiguous to the existing right-of-way. P J g g g Y• copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® REQUIRED: 3 SPACES PER 4 EMPLOYEES E-, 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and EX. MANUFACTURING=3 SHIFTS @ 35 EMPLOYEES PROPOSED IMPERVIOUS AREA: 29,385 S.F. PER SHIFT=53 SPACES FOR 2 SHIFTS 29,385 / 2,000 = 15 TREES W W o Q-+' � E., must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by" VDOT Inspector. HANDICAP PARKING � WAREHOUSE: �, W � development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall INTERIOR: N/A REQUIRED: 1 SPACE PER EMPLOYEE PROPOSED TREES: 15 � E-� U) ►�- 19. The developer will be responsible for the relocation of any utilities which is required as a result of his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 8 PROP. EMPLOYEES=8 SPACES REQUIRED LANDSCAPE CALCULATIONS -PHASE III: project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE TOTAL SPACES REQUIRED: PROPOSED IMPERVIOUS AREA: 14,300 S.F. 14 OFFICE+53 MANUF.+8 W.H.=75 SPACES 14,300 / 2000 = 8 TREES W 0 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be, protected markings must be installed b the developer or at VDOT's discretion, b VDOT on an account g Y P YO INTERIOR: 40 \ 10 = 4 TREES � in accordance with state law. In the event ravesites are discovered durin construction, the owner and g g receivable basis. Stop signs shall be thirty 30 inches tall. with high intensity sheeting. The P g Y ( ) g Y g• bottom of the sin shall be six 6 feet above the edge of and the shall be installed () -�}- TOTAL EX. PARKING = 101 SPACES 16 SPACES LOST DUE TO PROP. BUILRAG TOTAL REQUIRED TREES = 12 � U a engineer must be notified immediately. g pavement post g P P EXISTING STREET LIGHT PROPOSED TREES = 12 a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on TOTAL REMAINING SPACES=85 0 W 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN PROPOSED SPACES PHASE III=12 OPEN SPACE CALCULATIONS: at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED SANITARY TOTAL SPACES=97 REQUIRED: 25%=112 494 S.F. (� W � LATERAL CLEANOUT � 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be EX. BLDG.=92,774 S.F. HANDICAP SPACES: PROP. BLDG.=52,000 S.F. . <: o Pr Ei proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered to the local VDOT Residency Office to the Unit SANITARY MANHOLE IDENTIFIER 12 EX. PAVED AREA=87,850 S.F. ,�,\ professional engineer and results submitted to Frederick County prior to pavement construction. If a provided prior acceptance of work. and total prices REQUIRED: 71-100 - 4 SPACES k U) geotechnical report has been prepared, it should supersede the requirements in this note. may be obscured. STORM DRAIN STRUCTURE IDENTIFIER O EX. HANDICAP SPACES = 3 PROP. PAVED AREA=25,750 S.F. PROP. HANDICAP SPACES = 1 TOTAL=258,374 S.F. �,;a. "I t 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed. excavating V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 449,974.8 - 258,374=191,60.8 S.F. LOADING SPACES: ' �i or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 30�4 and VTM-10. A certified compaction technician shall perform these 191,600.8 / 449,974.8=43%_ REQUIRED: 1 SPACE PER 40,000 S.F. of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to EASEMENT LINE EX. 89,274. S.F. + PROP. 58,000 S.F.=147,274 S.F. F.A.R. CALCULATIONS: ••� in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - 147,274 / 40,000=4 SPACES REQUIRED REQUIRED: 1.0 �,_.. t'>T; present during the construction and testing of the density control strip. EX. LOADING SPACES = 9 TOTAL FLOOR AREA=150,774 S.F. EXISTING SPOT ELEVATION 12 O EX. LOADING SPACES TO BE ABANDONED = 3 150,774 / 449,974.8=0.34(F.A.R.) Z V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + PROP. LOADING SPACES = 9 and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 1151 TOTAL LOADING SPACES PROVIDED = 15 specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. PREVIOUS APPROVED PLAN A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE #02-99 UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the control strip.r ^ NO ENVIRONMENTAL FEATURES ON THIS SITE EXISTING TREE 15" OAK ad�'V 15" PINE TRIP GENERA TION DATA V21. Approval of these plans shall expire three (3) years from the date of the approval letter. Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE � . c `r15 OAK 15 PINE CLASS USE UNITS BLDG. AREA TRIP RATE VPD Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 150 WAREHOUSE PER 1,000 SF 52,000 SF 4.96 258 FCSA CONSTRUCTION NOTES Power: Allegheny Power VERIZON DATE REVISION SEAL �r it SHEET ®f ER ET P.O.hone: .O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. Baltimore, MD 21297 t� iJLlle' 1-800-654-3317 (301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name: 12-10-03 F.C.S.A. COMMENTS 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. MONOFLO, INC. 12-15-03 COUNTY PLANNING COMMENTS 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF TH OF 2-19-04 COUNTY PLANNING COMMENTS MISS UTILITY 1-800-552-7001 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME 2-23-04 COUNTY PLANNING COMMENTS Owner: Address, Including Zip Code g P & Telephone No. P AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO FIRE MARSHAL S NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 882 BAKER LANE RADER INVESTMENT GROUP, LLC. BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN MARK D. SMI WINCHESTER, VA 22603 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. b NO.022837 1_5 (540) 665-1691 Fire lane markings and signage: "No Developer: Address, Including Zip Code & Telephone No. Any Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: ; �6 e by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ssIONAL ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. V SHEET INDEX SAME AS ABOVE FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. STATIC PRESSURE = STATIC PRESSURE = C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = THE AUTHORITY WILL INSTALL THE METER. WINCHESTER, VA 22602 D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING AVAILABLE FLOW = AVAILABLE FLOW = (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: DATE: 11 10/03 SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. PROFESSIONAL SEAL &SIGNATURE B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE SHEET 1 COVER SHEET APPROVAL DATE. DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS SHEET 2 OVERALL SITE PLAN THESE PLANS ARE IN CONFORMANCE WITH COMPLETED. SHEET 3 SITE PLAN PHASE I & 11 COUNTY OF FREDERICK STANDARDS AND SCALE: N/A 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. SHEET 4 5 SITE PLAN PHASE III PROFILES AND DETAILS ORDINANCES. ANY DEVIATION OR CHANGESHEET IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION SHEET 6 E&S AND LANDSCAPING PLAN THE ZONING ADMINISTRATOR PRIOR TO ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. SHEET 7 E&S NARRATIVE AND DETAILS CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE AS Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO. 2241 no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT. APPROVAL A REMOTE READOUT IS REQUIRED. * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL [SHEET 1 OF 7 u a r` O N O 0 O N eo N N 0 3 N O a. cn N 0 z w w z z w 0 0 0 N a� w 0 I I EX. MH I 1 r l L99X I 1TOP=&-7q,b f { Jucapa, LC ► 54-1-1 ► I DB 8q1, PG 80 ! 11 i t ► Zoned : M-1 + I I I I I I 1 1 Use : Industrial I i i � 1 I I � rr b jj � J � � �\ I I � I I ► I ` \ I I I A210153N0 151X3 �' P \ I I I ( I EXIST BLDG Battlevlew Subdivision I _ ' \ ,r I\ \ /r I { 54J-2I p/ L \\ � ,VICTOR WEEREN I I IDENN15 DERFLIN6ER DB b58, PG 6q8 54-7-3 54_ _4 II i \ MILL CREEK INVESTMENTS, INC. Zoned : RP ' ' ' \ '�� DB 700, PG B AST f J' / I i D84q, PG -1 q05 i ' \ 54--58 Use : Residential � 13^"�'9 - -�°' ZONED' M-I / / I I / ZONED : M-1 I \ DB g08 PG 8(90 i I I DANIEL J. TRAYOSTINO --6bo __ / I \ A U)U�E�: VACANT USE INDUSTRIAL -1 D74, PG 305 E- USE INDUSTRIAL ZONED: M-I h E., z U' .�.. ' I { EX.=66.4 / / / ! } RIF\-RAP - - ) z w z INV=681.43 OUT e� / � ry' a l ( I i I USE VACANT z ��r z �Tt<l114cl@41N ry�.� / t� r-- ""`YJ % \ — .�.... ..e�,k„r�:;.,� ®� �.,. .. ....w / W w Fi I r \ iQP=68'lUS IIIII I / I / } ,4 p �i PP cur aalu�aPQ T S 7— �� — \� \ _ - - - - - / / / ( / I Z O U �" 3 "X2 "AGM _ o0 -- _ _ _ - \ - __z �----- - /— �' I _ _ - - - - / / I / / Q U O U) O Pam- - - - - - -' I °00'48�'� gg0 87'-______"�' / / _ - - ,, / _ - - - - __. __ _ - ___ _ __ z -.. _- - - -� -•- - - �• - _ _.- \. ^.. _. Jr. •� -.._- I -.• � � O V Z W W z (D z w N cfl In 00 N N I O C '- N z= 0 .c J °' j (00 1 1 Ot N W 00 _c Q� U I. '� N X F-� :; ch L U) rr m o 0 L w cn ° w _ _ 1 \ / o�� - — _ _ - - I / WV LQgx as Meker--- iLe`vt-------_ - WV - _� W W------- ...... -- �c .sE. -- — — m 2 DING 5=BA�K�LME — � _ - OP F DOOR I 3' DOOR i ' 01 C6a5 �/alve , D i EXI STING' META L BUI I LD NCB G2,174 S.E. I I I /r ► Third Battle Subdivision I I ! I � ., I �, �F=�88.gOI I Section I I I" i i I z 1 1=F = C f3B.gO irn x I I ry I I I Q I ► i HT. - 21 I I III 1 I } \\ \ PHASE I 54J-1-1 Q I I I HT. +- 50II =► 1 I I� E MH I \ \ 1 DB 558, P6 556 I �p ~ ► I i '1 u i I 121 I III I i } \ \ FF = 68I.00 \ I I , / i Zoned : RP I I I I 1 I i I I� } \ \ 1 I J I I ► I 1 \ 52,000 SE ► �u, 1 ► USe Residential - ul I I I I( i I\ 6 1 ! I HT.=50' I ►iQ('(� Ii 3' DOOR {+ I I I I --- --- I USE: WAREHOUSE _ I r/ _ I I USE: yqAREHouSE I , � ! I loll II N I I wl I � z i N I i I O I I� I ENT PROP 5E R LINE 1 I �f ((� �! I u' I- I ► I I ! AND S lilac 1q _. - � 1 s I w P r1 - i tv I z ! ( I I f USE : MANUFAGTURI NG I z I I rn PP` N I I \ GA Fi / I I o 1 �� � i iI EX SAN TOMB " ABANDONED I I 1 / 1 T ons ormer i w i i \ \ BUILDING T� } I "15 I 3 DOCK DOORS TO BE ABANDONED MOUNTED 1 i ,ml 1 I 1 I i II ! f 1 \\ \ OUTDOOR LIGHT _ ,+ .... ~W I -••- - - ti - •• • �_ j iI! i3' ODRPPROP a'DO.. ORS a;(.T•Y,:�P: J PR8O"P. SIAMESE WV 24"PVP 2 DOCK DOORS PAD\ CONNECTION W � 4 DCGK DOORS b \ _ SERVICE LATE PROP. `TO REMAqa� 20' a' a' Siamese Connection x GATE VALVE EX. DUMPSTER I ,►1 I I( ' f/ / 1 (/I /( \ TYP AND GG= z-- Telephone, EX. DUMP5TER (TO REMAIN) T.B.R. EMPLOYEE � : '...' ►'; . •.'.• - _ ; 1 Pedestal q AGCE55 ROUTE �Q I Ib' 30' MP I J O I a / I (/ \\ PROP. d) F ASSEMBLY ! 'PHASE I I 1 I° i Ex MF� L Third Battle Subdivision I\ ! I ` _ , , + o I - ; - - 20 W/L E5MT --- I I I - - -68 1 / , I \ 4 GONG. � ,1 Section I j w 1} , u o w w I 4-- _. _-. _ _ a ` I 1 --- I Z I O r` - RARER I NYESTMENi- GRRoup,-LAG. 4 ,, I - -3.b5K � r PROP J °B-- 54J-I I I ! g EX. PARKING TO BE I Z ° �_^ I 1 .m ► i I _ O m 54-A-q7B r� \ 6?b� I EN Ex. \ ! I -^- _ w z Z U Z El TELEP/H6NE _ - - Z 114 Z PED/ - an z / -- o a z / a Z a ZEms-• H z � � �D U p O r�rco cr) I 1 _ W Oj 0 0 0 J I 1 1\\ ~Ill� rn rn co r I I \ Q1 n2 nt I 1 I i7 P NE •-, •-, c\2 C\2 1\2 /JP /I (� I TELkPI %NE 1A E&. 1 1 / 00 � � M W o O �TE /EF%HONE Z ~ Py HUNTIN6TON MEADOWS SECTION II TEA#HONE 0 PgO� P�DI 54L - 2 � / / DB 754, PG 626 r r ZONED :RP �/ 1 USE : TOWNHOU5E5 1 ;11 1 1 I r i t J 1 II 1 a I I ELFP60NE PLED. DB 558, PG 556 I Q,- - i w REMOVED PROP. RAMP / -- 1 Zoned : RP ( / / 2 2 m I PROP. LANDSCAPED I I' - \ INST.# 010015151 Ex I\ �� _� w. I- I li cS� FORK LIFT E-�EP40NE I i AREA i E lU (V �\ ZONED : M-1 67 6 \ DE Use : Residential ' � , . `) I ° USE ONLY bb2 ,, 1 \ �, / / / m a ~-- )PROP. HG PARKING SPACE I I Q Q O fn / USE :MANUFACTURING o o Q "\ :. AGGE551 \ G`s .� POP 4" SEWER / / / / I / ( / I _ - A5 VALVE l E$2E 'SSi�tt / ATERAL / / i TOP=b-I \ / _� 1. o.o ..� / \ \ Rdrr�.i� - I - - _ / / I I _ - - ` I --- - -- HG PARKING SIGN i f � Q- � i / � - TELEPHD�- - - � � r Z LL t 1 FIRE LA RKI r J \ "�• - "' 676 / i / - I ► Q II 1 EX. ISLAND B PARKING j t> I \`�\ - - % v / :/ / I - _ _ PE-D / 1 R�. , �� i / I } ! LL \ \ � �- -... _ - \^ �� STAR• @� •-......_ �'� / I 1 r 1 w I HG I \ SPACES TO BE REMOVED P OP. r- \ \ u� W \ I II i I I I #882 11 I BQ n _ - RAIaEEK. Mta TOf�\45A _ `\ U t EX. 2 O \ i 1 U / b 16II .fr f5� - - ,fir ii;=t V It I - ` - ' / /�i� �/ Z + 1 i HG STORY I:. I i - OFFICE I `� � _ •- - ,J -'i - r \• EX. 5IL05 - I J { GG Z _ - _ - - EX. GONG. PAD3G-F�P.R{G __ REM VE I J� t W I 1\ \ r _- __ ------�L66S~ I \X.PE w �- � �/ - _ \ I I \ \\ ( \ \ J ENW&\NGt 2O' WATERLINE ESMT II �LLARDS / / \ ` _ - J i - PROP. GG- X ` \ 1 EX. S.W.M. POND \ I � PROP. 2' G RB � �� \ \ �' OPENING 25' BUILDING !YETBAGK LINE �— I 25' - r Sign��rDRAIN. E EASEMENT — — - - - - - _ - - - `'-i • --- -- r-- ` - _ _ �y �� `/'� / `w EX. EP - - - _ r I (Z - - - -j b7 (`" -- _-_—- - - - - - - - - �rhaWvIInk-F&nC&-----.--__------- _ _�X�M�L,€�— � ✓ N-60`50'56 W 1¢24.g5' i I t / ESTES EXPRE55 LINES z �/ I I 54-A-g7A If 1 \ ! DB 891, PG 80 / r ZONED: M-I i USE : INDUSTRIAL i I � � r i NOTE: 1.) EXISTING OUTDOOR STORAGE TO BE COMPLETELY REMOVED FROM THE SiTE OR RELOGATED INSIDE OF PHASE WAREHOUSE BUILDING WITHIN 30 DAYS OF OGGUPANGY. 2.) ALL OUTDOOR LIGHTING 15 TO 3.) ALL PROPOSED UTI L I TES BE SHIELDED TO PREVENT ANY SHALL BE LOCATED ILLUMINATION OF ADJAGENT UNDERGROUND PROPERTI ES. 40 20 • -• to SCALE: 1 ,0 �8 B^ lver I \\ �\ 55MH TOP=bb4.4' d U H O E- W J U)�D O Qi O > � O < Q C) U) DATE: 11 /10/03 SCALE: 1 "=40' DESIGNED BY: AS JOB NO. 2241 SHEET 2 OF 7 Q� VIGTOR WEEREN 54-7-3 DB 700, P6 _46T / J� ZON�1P 1 M- I / J U5E7 VACANT l I a3 EX.5AN MH _ INV=b01.45 OUT lb" i1Vb<b1.64 IN r T�QP=68PF �T GUY WIRF;op � - / S / I "- - _ . 20' WATERLINE ESMT � ` "-- �: LDIN6 SCTBAG LJjN _ 1 \GE Q a v co 0 0 0 N M N N 0 0) -q N O d N 0 z w w z z w 0 0 0 N W a� n 0 EXISTING METAL BU I LD I NC7 1' I �2,��4 5.1=. FF = 688.ci01 I I.X I HT. +- �O I HT. - 2�7 IIIIIII I I I14 Qp USE: NAREHOUSE I I I l C) I I � I rn I �I I Q I I rn 1 1 1 I I j l l l 1 1 (V LW I i I III Ow I I I Q 3 DOCK DOORS TO I I I I I I - O BE ABANDONED m Inv=683.1' I I I I I j 24"PVP -//N 2 DOGK DOORS 4 DOGK DOORS r-_v c rcnc 11 I EMPLOYEE AGGESS ROUTE EX. DUMPSTER (TO REMAIN) i s i i RAPER I NVESTMENT- GROUP,-LLG. 54-A-G7B I NST.# 010015151 PROP. RAMP ZONED : M-1 FORK LIFT USE : MANUFAGTURI N6 USE ONLY EX. ISLAND � PARK I N6 SPAGES TO BE REMOVED ti /f •� D EX. SILOS ioll. EX. GONG. PAD 6LLARD5 / 25' BUILDING 5ETBAGK LINE -Gi�alrrltnlc -- _-..-----.------ .— ---- --- EX - NOTE : EXI STI NCB OUTDOOR STORAGE TO BE GOMPLETELY REMOVED FROM THE SITE OR RELOGATED INSIDE OF PHASE WAREHOUSE BU I LD I NCB N I TH I N 50 DAYS OF OGGUPANGY. Iill� ( li Ir ► I DENNIS DERFLINGER I I l i l I 54-7-4 II 1 I / I DB 84Q, P6 c105 I I I t I'll / 7nNFi7 : M-1 I I I — PROP. 66-4 x PROP. 2' GORB I \ \ \ / OPENING dAP-L-1- -FREES- j .._ W I 24.g5' / I / 2.) ALL OUTDOOR L 16HTI NCB 15 TO 5.) ALL PROPOSED UTI L I TES BE SHIELDED TO PREVENT ANY SHALL BE LOGATED ILLUMINATION OF ADJAGENT UNDERGROUND PROPERTIES. /ESTES EXPRESS LINES 54-A-GiA � DB 891, PG 80 ZONED : M-I USE :INDUSTRIAL 4" IM-IA 8" 21-B BASE STONE PAVEMENT SECTION (BASED ON GBR-6) MILL GREEK INVESTMENTS, I NG. 54-7-58 DB a08, P6 860 ZONED : M- USE INDUSTRIAL DAN I EL J. TRAVOSTI NO 54-7-6A DB 674, P6 308 ZONED : M-1 USE : VAGANT _ m—w- I-'� I� TELEP/H6NE — PED,-- -` a EILEKH NE t J%J I ( I /PtL�PH6NE ILLP1-IONE EIS. ) - 1 "FE ER'HONE I t P D./ HUNTINOTON MEADOWS I I I TEILEHONE SECTION II 1 I PAD. 54L - 2 I I I I OB 754, P6 62(b ZONED: RP I I I USE TOWNHOUSES cy r r -\ 1 11 (Y) ) I �- i 1 t / o TELE.4 ONE e �D. E--EP40NEI — — — — _` PED. El o AS \/ACNE JLL TELEPI7io UE_:_ REV . BQx/GxIver I I-J t (- -----/ /t l BEMIVE IL-nX.PE / 55MH / TOP=664.4' 1 8" 21—B BASE STONE FIRE LANE SEGTI ON (BASED ON GBR-6) • 15 • 50 .• Ir W W Z Z W Q Z W W 0 N Ln O 00 N j N N 04 'E In 0.- 0) J O� I CD J d- N 04 _ I- a7 c O 0 .14- JS U X {�LLZ o-, L L wCf) U) E- 0 z � z z z o U M > M z O U C -, z 0 z z a� U 0 a z Z U z z a z 0 z 0 z 0 Z 0 W co a o 0 0 o 1-4 T-1cQ � CQ � A� o N A r� U? N a a o M Z o N 0 U � n 1-i oil F1-' o E-1 Z U)�D Q LL � O WO �w 0Q Z O �Tl U) DATE: 11 /10/03 SCALE: 1 "=30' DESIGNED BY: AS JOB NO. 2241 SHEET 3 OF 7 x m Q a N N 0 Nr 0 0 N M N N 0 CG-6 0 Z NOTES: rr 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. w 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. Uj 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN —GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAII BE CONSTRUCTED PARELLEL V TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. Uj I 4I 2•R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE N Ln 00 EXCEEDED STANDARD CG-7 IS REQUIRED. Q N d • >.. N ao 0 cfl N f I W a > • s o ^ -1 t7� I I N P I Gas ya Ive / I gutter may be constructed • —0 The bottom a the curb and parallel to the elope id Ir 0 n- � � X Q � I / I subbase courses provided o minimum depth of 7' is � F-- w I I maintained. This area may be concrete II I I I l X' I I I 1 I fn In N Q)0 Third Batt le Subdivision I C Section I L 54J-1-1 DB 558, PG 556 I — I Zoned : RP ill I I i U U) z Use Residentialu� I Z �-1 1 �� >' z w z w w Q I Q 1+ SREEFt`�E" COMBINATION 6" CURB & GUTTER 'sot z 0 o c) v Ito 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 — Z tli I - N 1 u� >wzzz w z z lI I 1 z U'1 II L Jl 4n I r P , _► Iti� Imo= LnI� I I � USE: M/LMI=�GTURINC5 �zzz --- I_ 1 w Q o I p co I �, 1 0 rn 0 � c1 Ft ' 0 1 l� / ll im I iS I I i NV -- / y/ I �I I I� I ZR -� I N i o � .-� � .� 1 � N ilk NV � I � I oft -Aft' ' I Siamese Connection PROP. G I Telephone ' Pedestal x N Cf)DO ci N 0 N z . -N� 6 o i Third Battle Subdivision I I Z PHASE III II i Section I L.I � I 54J- I - I DB 558, PG 556 JEX. PARKING TO BE I I Q -- — , w REMOVED ( / I2 PROP. LAND5GAPED Zoned RPr 2 V�::,,;wfr � I� 5` f -- - AREA �I- Use Residential s� ' C� „, o I --- PROP. HG PARKING SPACE cz �---HG PARKING 5I6N If HC_ LLj #882 E-t U lZ a 4., v_• s�� ,�.• Ex. 2 i I f HG STORY I f 1.0 / - OFFICE U I I \ \. � v 3,500 S.F. (°•� 1 z Z Q Q '('�Ijf HGJ. . — t•-1 F H _// W w O W lti / LL] / EXI5 IN6 GG-11 W EN�gNGE � 20 1"IATERLINE ESMT -�--- E-I ~ � J E- I U/ �" I --I o Sign gn ,� EX. EP W O Q 1 Q 2 II SM-2A DATE: 11 /10/03 SCALE: 1"=30' 8" 21-B BASE STONE DESIGNED BY: AS 30 15 0 50 60 PAVEMENT SEGTION 5GALE: i" = 30' JOB N0. 2241 (BASED ON GBR-6) SHEET 4 OF 7 P form be select backfill note) trench '- 6" minimum • machine excavation limit trench bottom J gate wive gate valve d undisturbeearth stone bedding dt boxes '�� &box 9 TEE, WYE, OR PLUG TYPICAL SEC110N In lieu of wood forming the fitting may be wrapppped with 'denotes hand excavation polyethylene, and the concrete poured to completely surround 'D" = 12" min. for 10" and smaller pipe he fdting and against undisturbed soil. The bearing dimensions 'D" = 18" min. for 12" thru 20' pipe against undisturbed sal shall remain as shown. see chart below for A, 8, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dia. Plugs, Wyes & Tees 11 1/4' and 22 1/7 Bends 45' and 90' Bends -- A B C A B C A 1 B 1 C 6 1 -0" 0'-9' -1 '-0 0 -9 0 -9 -0 -79" 1 -3 0'-9* 1'-9" 8 -9' 0'-9" 0'-9" 1 -6' -6 --9" 2 -3 10 1 -6 0'-9* 1'-6* 1 -0 0 -9 1 -3 1 -9 0'-9 2 -6 12 1 -9 1 -0 2 -6 1 -3 1 -0 1 -6' T- 7 1 -0 3 -0 14 2 -0 1 -0 3 -0 1 -3 1 -0 1 -6 2 -6 1 -0 4-0 i 6 2 -3 1 -0 3 -6 1 -6 1 -0 2 -0 2 -9 1 -0 4 -6 18 2'-6" 3 -g 1 -6 1 -3 12'-0- 3 -0 1 -3 4 -9 20' 1 2'-9- 11'-6- 4 -0 1 -9 -6 2 -0 3 -3 1 -6 5-0 11 1/4' goly. 0 rods over fittings and embedded in concrete thrust blocks. THRU 90' BENDS . a '-:.. F[[➢NG SIZE ROD SIZE 12' & LESS 6 NO. RODS 2 EMBEDMENT 30" 14' - 20' 8 2 36' Concrete a Fitting "'°%'sr'! VERTICAL BENDS size 11-1 4' 22-1 7 45' 90 stone bedding 6" - - - 1.3 B" - - 1.1 2.3 10" - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 UP BENDS SHALL BE THE SANE 14" 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8N3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T i" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) meter box top 6" painted blue and cover �l 24 �18" Meter Size Coppersetter 5/8" x 3/4" A-C3635-01 w/7Y' Opening 3/4" A-C3635-01 w/7Y" Opening 1" A-95319-06 w/ 10 %" Opening i" CTS polyethylene tubing P 200 psi with SS inserts O.D. (� P saddle at all connections corp stop stone e I" coupling (PJX FIP) C14-44 with SS insert and MIP plastic plug COPPERSETTER COMPONENTS meter height service line copper -Inlet- -Outlet- size connection bar tubing size Angle Ball Valve Angle Check Valve 5/8'k3/4" 18" D-3101412 w/ C14-44 1 / " O.D. BA13-332 W-SN HHCA31-323-TV-SN w/ SS Insert w! CSf343 w/ CSEL43 3/4" 18" w/ C1 -44 w/ 1 /e " O D BA13-332 W-SN HHCA31-323-TV-SN w/ SSS Insert Insert w/ CSB-43 w/ CSB-43 t" 18" D-3101-44 444 w/ C1 1 / "O.D. BA31-444 W HHCA31-444-TV w/ SS Insert w/ CSB-44 INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (tor line tracing) from corp. stop to into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). 5/8"x3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Revised Figure 5 Oct 03 concrete pad 1'-8' sq. x 6" deep 4" stone screw type adjustable valve box 48" min. location marker stone valve megalugged megalugs to main alug thrust block 18" to 24" 8"x 8"x 18" solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Revised Figure 8 Oct 03 6' dia. schedule pipe filled with a and painted concrete thrust block 40 steel direction of setting to be approved prior to installation pad 1'-6" sq. x 6' deep screw type adjustable valve box 0Z,--locator marker mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" min. above grade in easement areas) square skid pad 6" thick- 3/4" x 2" butyl joint sealant concrete ASTMC-150 4000 psi waterproof coating 2" or 18" (typ.) CS-55 by Conseal joints are to be sealed ?. ' with "O" ring gasket 3/4" concrete anchor bolts (4 each) adjustment rings (11" max.) •• t 1" nominal size RV 30 butyl joint sealant applied ° between joints and on exterior side of joints pipe to manhole connection to be 5„ 2 by flexible sleeve invert channel to provide a ' smooth transition in to out, 3'-0" min. . for all connections 2'-0" max 4'-0"max. Ito of bench -wall P •' precast invert or grout f. r': , .:. :. --• '�-'`:^' same elev. as bottom to form channel •. >„_:rp.;yr " D12"..�-';•:''r:':' top of pipe '.°• ''' ' 6" bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Revised Figure 12 Oct 2003 675 670 665 SDR 35 spigot SDR 35 spigot by R a by gasketed SDR 21 gasketed bell 45' bend bell adapter (see note) 2' SDR 35 8"W ?asketed bell wye see note) SDR 21 gasketed pipe and fittings SCH 40 solvent - weld cap property line 1 location 4" pipe at 2.00% minimum grade concrete cradle if top of main is greater than 15' deep 16' min. cover treated 2"x 4" with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 SEWER R VALCO, Inc Fig. No. 71 BOE with lid marked "SEWER' bottom section - of box I SDR 35 gasketed bell wye sanitary (see note) sewer main SDR 21 0+00 1 +00 2+00 3+00 PROPOSED NATERL I NE " B" cast iron cleanout cap with brass /plug must be 8" from the top of the screw type adjustable box square concrete skid pad 20"x 20'k 8"deep fph ast iron cleanout cap with brass lug having a countersunk square ead Panella Model PA4SV-CSK (4') SDR 21 - cleanout pipe brick base •'.. SDR 35 spigot by •t.SDR 21 gasketed ibell adapter SDR 35 gasketed :•`.%bell 45° bend \_ 6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 Revised Oct 03 4+00 5+00 ♦i• 675 670 665 685 ii• 675 670 665 6+00 0+00 1 +00 PROPOSED SENERL I NE 2+00 NOTE: EXISTING PORTION OF ABANDONED SANITARY SEWER TO BE PLUGGED PER F.G.5.A. REQUIREMENTS. V z_ W W Z V z W N O In N N � Go C O N O in z` p ,C _i f71 O � I I ON L1J =' LLl -0 +' C O rr C O N C to U L0 � � O X I-- LL. w t` 0 L.- L IN d 'a 0) t` 9 C :3 w V) Co U) E,E-+ z CO w z Z U O O U to H 0 z U z 0 z z W z I a a a U d H z z a U O o U O U � U W O O O O 1- Q O .4 1 LO .-, I I rn I co (� .-4 -4 � .--I C\2 C\2 vY O n Z �0Nz E- 1� O " O Z i�4� PRp E <• d z Q� H W Q w p �o J wE H�D WI:T, UM O o� o z a� rH, W 0 DATE: 11 /10/03 HORIZ. 1 "=50' SCALE: VERT. 1 "=5' DESIGNED BY: AS JOB NO. 2241 SHEET 5 OF -7 NOTES: I. PRIOR TO COMMENCING SITE WORK, A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT BY THE CONTRACTOR. 2. THE CONTRACTOR iS RESPONSIBLE FOR PROVIDING ON -SITE DUST CONTROL IN ACCORDANCE WITH STANDARD 3.39 OF THE VIRG INIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). 3. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 4. PER CHAPETER Il OF BOCA, CONTRACTOR SHALL APPLY FOR SPECIAL INSPECTION OF FILL AREAS. i X�E WW Inv=683.1' 24' IPVP USE: WAREHOUSE 3 DOGK DOORS TO BE ABANDONED 260 II I tll i I 3' DOOR ' B' DOOR i I I fTl I I I 1 � t r¢ `---.,.., �"` - ,_I�. •Q:,.-} ( i / �` � 'S HT, = 2�'� l i i ; �, '` PHASE I l ,. 1 z I I EX MH I 52,000 SF I HT.. 50 i Q{ I I �.. ' K t�l I ' USE: NAREHOUS DOOR . II i jj r 4 1 i 1 --�� \- I Q liwz I ! PROPOSE ER LINE \V � j C) i I i< f/ ► AND 1� S MENT N C N! ti i � CL i rn l,` t 10 1 0:i (G AT� A GORI IY 4i I '.C" UFFER'- 5INACTIVBUILDING CTIVE E MOUNTED ��N 'i j r i J OUTDOOR L16FIT ~� !° I I OOR �TYP') PROP. SIAMESE PRP DDOORS 1i ; 1, i I. 2 DOGK DOORS ' _ CONNECTION y 4 DOCKNG DOORS i i 1. PAD j 20' a' q' 8" GATE VALVE E i iV. b I` `. - SERVICE LATER L `�. EX. DUMPSTER EMPLOYEE (TO REMAIN) b88 I i i .. — �— ! P. IMH 2 ✓ . y• o-. o TYP - AND 3/4" WM / i ` ` , AGGESS ROUTE ; �' i p. 16' 30' R/' MP r J / b"7b � 0' PROP. NIL 1k\ DOGi� y FH A55EMBLY x Q I I `p �, /, 'R0F ,u (Y i EX M+�i -� r / f i + E G\/ I _ �LL(GOP - - GpONG. L J I RADER INVESTMENT- CROUP; L"LG. GIi I EN EX, PROP I/L tom--- 54-A-q-7 3 �, r w/ uB� 6'r6 f. i PROP. RAMP `- --` --- -- — i r NST. 010015151 EX. iN FORK LIFT ,-7 6 �. �, `-�` i ' i / -�D ; i I t ❑ TELEPHONE PEDr 5F E TELEOP NE f ) PL-j ! TELEPHONE PED. } r rr i? 1 / Ix %4--`TEI`EP'HONE [� PED HUNTI N6TON MEADOW5 SECTION II TE`LEPf-10NE i PF-P/ 54L - 2 DF -754, PG 626 ' ZONED : RP _ t � USE : TOVINHOU5E5 BEGIN EARTH BERM m ' I i � ° m;• 10' LAN SC;4PE ESMT. SEE BU ER SCREENING DETAIL TELCPHONE RED, ZONED M- I USE ONLY FED. USE : MANUFAGTURI NG � \� `-,' `� ,` I ! _ , - - `�\ �`3 fZ01' 4" SENEi? , r I _ . A5 V/ALVE EX. ISLAND � PARKING SPADES TO BE REMOVED BOLLARDS 25' BUILDING SETBAGK LINE -- ---Gnainllnk"Fen�e 30 15 0 30 60 SCALE: 1" = 50' m CATEGOR,1' "C" BUFFER SCREENING DETAIL 10' LANDSCAPING u1 EASEMENT � e EARTH BERM 2 ROWS TREES AT 10' CENTERS 4' HEIGHT AT TIME OF PLANTING MAJORITY BEING EVERGREENS AND AT LEAST) BEING DECIDUOUS 5' TYP- SECTIONVIEW PLAN VIEW N.T.S. N.T.S. N n� 0 \ AT(*TE -190 El TELEPi-IOC ` 1 FIRE LANE P RKI -' - B LL D l — — _ = ENDV-EARTH~ BERM/ / 9 1AJSl EX. ! _T3/ lac 1 - z- -- 5 EEQ�I�C--� \�' "" /� ' ✓ j ! i 4 8'XE' BQx/C-Uiver f 3. ELEPHOI - P/ R 5IC6 � X ----�- X - / REM VE i D-I j 1 OP ` SF _.._ --- (7J£' ( X. PIPE I PROP. GG- xI \\ <y EX. S.W.M. POND " PROP. 2' r RB OPENING 25' B.R.L. i l DRAINAGE EASEMENT._1 Prune codominant leaders DO NOT prune ternimal leader or branch tips Prune rubbing or cross branches 0 DO NOT STAKE OR WRAP TRUNK UNLE55 NECESSARY. REMOVE ALL TA65 AND LABEL5. NO LESS THAN 2" CALIPER AT b" ABOVE GRADE. Gut away all balling ropes and Remove top of wire basket Widen and score hole wall Remove container and cut circling roots if container -grown, or as much burlap as possible if field grown Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk 6 Soil well to L� contain water Leave solid soil pedestal- do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTI NCB DETAIL NO 5GALE UNAMENDED backfili soil Partially backfill, water to settle soil, finish backfllling Area for water drainage TREE LEC-;END-PHASE i SYMBOL QUANTITY NAME SIZE AT TIME OF PLANTING REMARKS 0 15 RED MAPLE 2" CAL. B4B TREE LEGEND - PH,4SE III SYMBOL QUANTITY NAME SIZE AT TIME OF PLANTING REMARKS 0 12 RED MAPLE 2" GAL. B45 BUFFER SCREENING TREE LEGEND SYMBOL QUANTITY NAME SIZE AT TIME OF PLANTING REMARKS Oro WHITE PINE 6' HT. 545 15 SPRUCE ro' HT. 545 0 11 RED MAPLE 2" CAL. 545 TRAP No. Drainage AREA (AC) STORAGE REQUIRED PROVIDED WET STORAGE DIMENSIONS H HEIGHT OF BERM (Ft) Ho WEIR OUTLET HEIGHT (Ft) W TOP WIDTH (Ft) L WEIR LENGTH (Ft) AREA B BERM OUTLET HEIGHT (Bq-yd) Elev- Top of Stone Outlet Weir (Ft) Inv. Elev. at Stone OUTLET (Ft) WET (Cu-yd) DRY (cu-yd) WET (cu-yd) DRY (cu-yd) DEPTH (Ft) L = (Ft) W (Ft) 1 1.02 rob rob 14 13 3.0 ro5 12 5.0 4 4.500 ro.12 203 r011.50 roiol.50 ER05i0N/5ED(MENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 302 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH WASH RACK 3-05 O X—X—X SILT FENCE 3z8 CIP ===0 CULVERT INLET PROTECTION 3.13 TEMPORARY SEDIMENT TRAP 320 CD --' --, -- CHECK DAMS RE5PON51BLE LAND D15TURBER NAME: GERTIFIGATIDN #: DATE: THE RE5PON51BLE LAND DISTURBER 15 THE PARTY RE5PON51BLE FOR GARBING OUT THE LAND DISTURBING ACTIVITY A5 5ET FORTH IN THE PLANS. V z CC w Uj z V z W N o Lo u7 00 N N �t 1 �a c -- � " z o .� C�n = CD I 0CNJ w ,n LL! �� C o o� � a u7 CD U ,v X En U) L- a) 0 a) T b C: W in E- H H H w w w w z 0 0 0 0 0 (� c7 c7 c7 0 E- Z z z z wW Z Z Z z 0 z z z z 0 O fs. U U 0 W I I o a I I I Q o -4 M IA �� p 0 J H a 0 t� O Mi j Ci Pgo im E- d Z Q E-+ � O1 �> Q, qo �+ z O Q W W O OO W DATE: 11 /10/03 SCALE: 1 "=30' DESIGNED BY: AS JOB NO. 2241 SHEET 6 OF 7 o_ M 00 77 N O 0 O N M N (14 O e) 3 7 CV O w 0 v N 0 _Z W w Lu Z 0 Z ul 0 0 r_ O v� N a� 0 STONE CONSTRUCTION ENTRANCE 70' YIN. EXISTING PAVEY£Nr� A J 5:1 FILTER CLOTTI-,�lMOUNTABLE BERM rOP SIDE ELEVATION EXISTING GROUND 70' YIN. B WASNRACK lo' YIN. (OPTIONAL) • 10' YlN. 12' YIN. EXISTING PAVEMENT VDOr it I POSIT" DRAINAGE :[to.ATlN. COURSE AGGREGATE 9 ro smimcNr TRAPPING DEVICE I • MUST EXTEND FULL WIDIN OF INGRESS AND EGRESS PL AN LAN VIEW 12, YIN. J YIN. FILTER CLOTH SECTION A -A 6'-7. REINFORCED CONCRETE J DRAIN SPACE SECTION B-B SOURCE:ADAPIED from 1983 Marylond Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 302-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 5;IJII'' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from ►nstaidation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Slemood k Ipaa SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION h� FLOW 2.s *VDOT j13, #357, M5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC CLASS I RIPRAP PLATE. 3.08-1 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) W H Ho W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 ti 3.5 2.5 3.0 H o H 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 ��- EXCAVATED AREA I r MAX. DEPTH = 4' ORIGINAL GROUND ELEV. SOURCE: VA. DSWC PLATE. 3.13-1 TEMPORAR Y SEDIMENT TRAP I'l VARIABLE ORIGINAL VARIABLE* GROUND ELEV. l .o' 67 CU. YD./ACRE + a VARIABLE N � 67 CU. YD./ACRE (EXCAVATED):V+, FILTER CLOTH ORIGINAL +• GROUND ELEV. *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN FEET) a 6 X DRAINAGE AREA / (IN AC.) aDIVERSION DIKE COARSE AGGREGATE" \` IXAREA D/FILTER CLOTH **COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC R 0 CK CHECK DAM D• COARSE AGGREGATE AN FLOW i 6" PLATE. 3.13-2 S 1 RIPRAP PLATE 3.20-i TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Sept. 1 - Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 50/50 Mix of Annual Ryegrass (Lolium multi-florum Cereal (Winter) Rye (Secal cereale) Anual Ryegrass (Loliium multi-florum German Millet (Setaria itaiica) Rate (lbs./acre) 60 - 100 50 Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 Ibs, 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flotpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. SEEDING SCHEDULE I. TOPSOIL WILL BE SPREAD AT A MINIMUM DEPTH OF 4". 2. PULVERIZED AGRICULTURAL LIMESTONE WILL BE INCORPORATED INTO THE SOIL AT A RATE OF 52 L55. PER 1000 S.F. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-I0 AT A RATE OF 23 L55. PER 1,000 SF (1000 L55. PER ACRE). 4. PERMANENT SEED MIX WILL CONSIST OF 61% KENTUCKY 31 TALL FESCUE AND 3351- RED CLOVER- 5. TEMPORARY SEED MIX WILL CONSIST OF OATS, ABRUZZI RYE, OR EQUIVALENT. 6. STRAW MULCH WILL BE APPLIED TO ALL SEEDED AREAS AT A RATE OF 3,500 L55. PER ACRE AND ANCHORED WITH CUTBACK OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. MONOFLO Erosion and 5ediment Control Narrative Project Description The purpose of this project is for the construction of a 52,000 s.f. warehouse building during the phase I portion and a G,100 s.f. manufacturing building during phase 2. Phase 3 will consist of reconstructing the parking lot. Existing Site Conditions The northern portion of the site is improved with a warehouse and manufacturing building, and the southern portion is open with small trees and brush and a storm water pond in place. TheThirordd BattllerSubdivision to the north, industrial developed lots to the east 4 west, and Huntington Meadows subdivision to the south. Soils Soils at this project site are classified as Berks Ghannery Slit Loam (IB) and Weikert Berks Ghannery Silt Loam (41C). These soils have moderate erosion hazards and moderate to severe wetness when excavated. Critical Areas There are no critical areas on site. Erosion Control Mead ras Hold pre -construction meeting on site. Install silt fencing. install storm drain inlet protection. Install check dams. Upon completion of grading, stabilize the site. Temporary Stabilization Temporary stabilization shall be applied to any denuded areas of the site that are not continuously worked within -7 days. All earth berms, diversions, and sediment trap embankments are to be machine compacted, seeded, and mulched (hay or straw) for temporary and/or permanent vegetative cover immediately after grading. Permanent Stabilization Permanent erosion control measures include the establishment of grass on all surfaces not paved or built upon. Permanent stabilization shall be accomplished in accordance with the seeding schedule below and Section 3.32 of the Virginia Erosion and Sediment Control Handbook. Seeding Sd u Wle I. Topsoil shall be spread at a minimum depth of 4". 2. Pulverized agricultural limestone shall be incorporated into the topsoil at a rate of c12 lbs. per 1,000 sf (2 tons per acre). 3. Fertilize with 10-10-10 at o rate of 23 Ibs per 1,000 sf (1,000 lbs per acre). 4. Seed mix consisting of 61% Kentucky 31 Tall Fescue and 35% Red CI over. 5. Straw mulch shall be applied to all seeded areas at a rate of 4,000 Ibs per acre and anchored with cutback or emulsified asphalt at a rate of 200 gallons per acre. Maintenance Program I. The contractor shall inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged or deficient areas shall be repaired or replaced immediately. 2. The contractor shall make a daily review of all areas of construction activity to insure erosion control effectiveness. Additional measures shall be installed immediately where deficiencies are found. 3. Sediment shall be removed when the sediment volume reaches one half the height of the trapping device. 4. All required permits and fees to begin land disturbance shall be the responsibility of the contractor. Erosion and Sediment control Notes I. All vegetative, structural erosion, and sediment control practices shall be constructed and maintained In accordance with the minimum standards and specifications set forth in the latest edition of the Virginia Erosion and Sediment Control Handbook and Virginia VR625-02-00 Erosion and Sediment Control Regulations. 2. The contractor shall install the tree protection, silt fence and construction entrance as shown in the plan prior to or as a first step in clearing. 3 Within seven days of reaching final grade, the contractor shall install permanent stabilization to disturbed areas that are not to be paved or built upon. 4. The contractor will contact the plan approving authority one week prior to the commencement of land disturbing activity and one week prior to final inspection. 5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 6. A copy of the approved erosion and sediment control plan shall be maintained on the site of all times. -7. The contractor is responsible for maintaining drainage of all disturbed areas to sediment control devices at all times. 6. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs of cleanup to maintain the effectiveness of the erosion control devices shall be made Immediately. Cl. Topsoil stockpile shall be stabilized with silt fence and temporary seeding. Excess topsoil shall be removed from the site and disposed of in accordance with the the Erosion and Sediment Control hondbok at a permitted disposal area. V Z W W Z z LLJ N 0 Lr) 00 cV I 0 C: c - � 0 .C: J C4 W - �r- w (U c U) C Ol O d- �' In m L_ N L_ � � c is ,. zH z W W a Z a o 0 z w z z a a a a E+ E-+ z i� p 0 Q W I I 0 C, 1-0 I I .--r IM CO � CQ E- W E- � H Q 0 �� �D � � �0 E-I O Z Z 0Q 0 4 W � DATE: 11 /10/03 SCALE: N/A DESIGNED BY: AS JOB NO. 2241 SHEET 7 OF 7 04