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HomeMy WebLinkAbout29-06 Clearbrook Compactor - Compactor Site - Stonewall - Backfile (2), ,p STO � ALL I1/l.A:GISTlfflv6 10A.4 I :11S11_1i1_4�_11ft-1`T :ICT RESPONSIBLE NAME. - CERTIFICATION DATE: LAND DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 1. The contractor shall furnish all materials, labor and a uipment and perform all work including restoration for the completed installation of the utility systems and ail ot�er improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with appli cabl e Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents, 2. The engineer has attempted to locate existing subsurface utilities, however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. An damage shall be the contractors responsibility, The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7, Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 8. After removal of topsoil, the subgrade should be proofrolled with approved construction equipment prior to fill replacement. All subgrade areas shall be stable prior to fill placement. All fill and base material shall be compacted to 100% of the maximum dry density as determined by ASTM D 698 (Standard Proctor). Landscaped areas shall be compacted to 909 of the maximum dry density as determined by the some Standard. Compaction testing shall be performed by a qualified geotechnical engineer registered in the Commonwealth of Virginia or a qualified representative under direct supervision of the -engineer. 9. Access for emergency vehicles must be maintained at all times. Temporary street signs must be posted as construction begins. Access to fire hydrants is not impeded at any time by construction materials, parked cars etc. 10. If blasting is required, the contractor is responsible for obtaining the necessary Fire Department permits. 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. J. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, .curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. , LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 .0. P.O.C. 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 x 0-N MINERALS (CHEMSTONE) COMPANY P.O. BOX 71 STRASBURG, VA 22657 PH # 804-541-3172 FREDERICK COUNTY PUBLIC WORKS 107 N. KENT STREET WINCHESTER, VA 22601 PH # 540-665-5600 ,SHEET INDEX COi/ER SHEET 2 .SITE PLAN 3 GP,ADiNG & EROSION & SEDIMENT CONTROL PLAN 4 LIGHTING, LANDSCAPING & MISC. DETAILS OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. K1,fAl€gg.�m r;® .g Dct a�_Q Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years from Date Shown Hence Date purvey®rsa Planners. Landscape Architacs.-�°0°�- 117 East Piccadilly - - Date Date Date REVISED 11-27-06 - PER COUNTY PLANNING COMMENTS 77 C. M N m 0 L V CL a= c� 0 oI O 0 Nr 0 =I m >c i Q 0 N v 00 co O O N Cl) N 3 0 0 w as a c N LO v U 0 CL Prune codominant leaders Prune rubbing or —� cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3' mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Widen and score hole wall Q,:. . •'`� � -� _ ., Partially backfill, water to settle soil, finish backfilling Remove container and cut circling Leave solid soil pedestal - do Area for water drainage roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball 'width TREE PLANTER DETAIL no SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES ® 1'-6' O.C. OFF SITE UGIIT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE 1' TOOLED EDGES UW POLE BASE HAND RUB FINISH ON _—�H COVER PLATE WITSURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NONSHRINK LOAD SURFACES. III Ilt BEARING GROUT ANCHOR BOLTS FURNISHED 3 -O. WITH LIGHTT SIZE FACE OF I a I AND BOUPOLE PROJECURB GRADE CIRCLE PER MANUFACTURER'S RECOMMENDATION. 8' GALVANIZED GROUND 1'-8" 0 CONCRETE BASE ROD. BOND TO POLE IV # 3 STEEL REINFORCEMENT ' j ` . < PXC. CONDUIT AT 2'-6' BEILOW GRADE TO PANEL TIES 0 1'-6' O.C. 14 STEFL REINFORCEMENT D •"� = NOTE: BARS " J ALL UNDERGROUND WIRING d • TO BE IN NON-METALLIC CONDUIT � NOT TO SCALE LIGHT POLE FOUNDATION DETAIL —_x 1 / Ii r ,l iI EX. S17F TO BE REMOVED ffi � �- 1 I i �I $ LITHONW KAD 40OW MH 1-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VI.SABLE FROM OFF -SITE. PIN 33—A-144 0—N MINERALS D.B. 934 PG. 1838 ZONED: EM S50'02'09"E -- �r -- -- 300.00' -- �— APPROX. LOCATION OF ROCK LEDGE , � w5•'. �, �" x,�xjb !w J ,< ar, :,: ,} � r ( s 4 � y+�,yrv, { x r Af:: r '. ' -..,,3 <, � ,� R � . _ s ...>� �. �'C% '. .� l� s �., a t ..�', � , . • ;�'� i.,2,. �t.. �" N �� . z, a e ,' �`. rl,. .a " „t..},: w,yk �Q� . �`��i>�t; u,"�'� Ss7V± yW3 ;,. � �•, �fi!" ;r � M•Y+'„�. «• ca ru ,`�. p� ,g'ix r`,C. �4�, F Ix^t.. ?�_; !F �'e"x , (r... FG?� 9- ,£s"" .� rs ., ��". "S k M.. ,. ,4• ( M `�t'''.r., .;' a ,tv, «. ,, y w../,s3 ,: y, �'. .., �./ � ; .k<ax�. w� ,' "M' ,� �'. � ,l ^y,,, e'. $. 3�..�=' .::.., ,,, .. _, � � n. a 5. '�x,,,,?�, � f.rts u,�xy .) ,i' a .. �. , .hr �'" ,.,. 5, ..,,. t,(�: N ¢. •1 •.y :� .. ,,,,p,..., ?� �..f �'# i�:" � '}J ; •.,. �� s .,';ti' ,':&- r~., w.,. =-wk*.t. �, ...y ,' ., - •. - ,. m-5 ,�, :^''�',�2'�',a . G�1.,..,4,. �w.� .3.yfan>.,, t` ,+sa,,.� 4.-.. ,. ��t ��.��' ,°,r � x,....,°.", ,•�.. 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O i, «� p� 0. ,,�1 t O O b� N� f K ` a.' . 0 ^tip a „ y tr) OCO yAa�A 'x z CV D O 00 k�•d�,iYr,� N7 D hrlyy i p � ti a k f U' �'A, k'ti t taf Ak f Yg� s Z D si:w<�as , i�Y�vtL"Tt%ice t O rr `` Q r4 Hsu r r s 45.00 25.00��^� 80.00'3�Pkz'. e. �A ..T,3 r, �4y -ym D �� ' o CDCj IQ �? ' >< a' �,� tea. j' U z xIN V) ` rd 7 , O n 4°' r+fir t 4` r tti ,. � I> D f �z�exd fi t CONTROL ors JOINT .`ONE WAY- DD NOT ENTER 5R 18.00' 9 M1 lCj F hax tt o � q� y >�� f , r LIGHT P Y 3 . Li DETAIL S ET 4 1 5 Q °R � x Ny I 5,R 25iN� .5 1 .5R �,x�x�� �� ;�T�• AUTH VEHICLES�Y 7'A O WAY ONL Y SIGN ONE �-r , �� � �� �, „ � ;���•. DO MOT Oi tSi e�wSF x �zrtW '' r,� 'ss v,, b () s� `t" �\ :sx � �x. Y't `�'� 2 thA ,� � ' "r�C,x.'��,; '� c• 11, Millue 1 1 ' ;C l al .i6:. i... .•7{,. ;ti ^}, •F- v: ar >s .Thy-, a �,,., y.�- x 'rn: �;N50*02'09"W 300.00' 011 8'X10' BUILDING ON RAISED PLATFORM �i9APH/CSC.4LE 20 10 0 20 40 IN FEET 1 inch = 20 ft. L LO 1� �I rn M Cn CD O O 0 PROJECT SUMMARY TAX IDENTIFICATION NUMBER 33—A-144 EXISTING PARCEL AREA 487.55 ACRES DEVELOPED PARCEL AREA 2.07 ACRES ZONING EM ADDRESS 171 COMMUNITY DRIVE CURRENT USE VACANT PROPOSED USE COMPACTOR SITE DISTURBED AREA 1.93 ACRES SETBACKS REQUI PROVIDED FRONT 75' N/A SIDE 25' N/A REAR 25' N/A BUILDING HEIGHT 45' (MAX.) 13'(+/-) MINIMUM LANDSCAPED AREA 0.31 AC. (157.) LANDSCAPED AREA PROVIDED 1.21 AC. (587.) LANDSCAPING PAVEMENT AREA 38,066 S.F. PAVEMENT TREES REQUIRED 19.03 0 1/2000 SO. FT. PAVEMENT TREES PROVIDED 20 INTERIOR TREES REQUIRED 0 (01/10 SP.) INTERIOR TREES PROVIDED 0 TOTAL TREES REQUIRED 20 TOTAL TREES PROVIDED 20 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE 2 ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF —SITE GLARE 3.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 4.ALL UTILITIES TO BE PLACED UNDERGROUND 5. STRUCTURES SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 312 USE GROUP U (UTILITY) OF THE INTERNATIONAL BUILDING CODE/2000. PLANS SUBMITTED FOR PERMITTING SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL 6. PLEASE NOT THE REQUIREMENTS IN CHAPTER 17 IBC OF SPECIAL INSPECTIONS FOR THIS TYPE OF STRUCTURE (BOLTS, STEEL, WELDING ETC.). ALL INSPECTIONS UNDER Y STAFF OR OBTAIN PRIOR AP 1 OF 1NE WSBC SHAM B'E COND UCTED B COUNTY CH TER APPROVAL TO UTILIZE AN APPROVED THIRD PARTY INSPECTION AGENCY UNDER FREDERICK COUNTY'S POLICY. LEGEND PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/2' SM-12.5A) PROPOSED CONCRETE AREA ........................................ •• �•r .r 1«, l PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ — — ZONING BOUNDARY ............................................... ZB I UTILITY PEDESTALS .............................................._ m 0 EXISTING STORM DRAINAGE & STRUCTURE ..... . .................... _ PROPOSED WATER MAIN ........................................... Wr•--- EXtSTING WATER MAIN ........................... .......... ........ W1 — — PROPOSED FIRE HYDRANT .......................... PROPOSED GATE VALVE do BOX ................ --N--i W I EXISTING SAN. SEWER AND MANHOLE ......................... « • • • . -- - -----Is s -- PROPOSED SAN. SEWER AND MANHOLE .............................. —1SSf 0—;SS.I— PROPOSED UNDERGROUND ELECTRIC SERVICE ........................ E PROPOSED UNDERGROUND TELEPHONE SERVICE ....................... T PROPOSED GAS SERVICE . ......................................... G PLANTING SCHEDULE BOTANICAL COMMON NAME ,SIZE SPACING QUANTITY 4r QUERCUS PALUSTRIS PIN OAK 2" CAL. ® 6" AS SHOWN 10 HIGH GL-DI TSIA THORNLESS HONEY 2" CAL. ® 6" AS SHOWN 10 TRIACANTHOSINERMIS LOCUST HIGH w\GIN Iq (� J Y J 0 l� 3 Z J 0 Q Q p o w-t x00w O = v 0 U) (n � r 0 ¢ Fo W0 w , w �a Lam. O v 0 � o Cr w —J H v � N N +' O O Q rn V Q c0 O +: I U),U,^^ 1.—n V) L0 N : a 0 O Q o C\) C) Cy Q � 6i Ci L.. J d� C rM c O O 7 O 0 OG n U F- U. fA vi 'L O L Q) U) = vi O a) 0) C a LJ Z g a W H TAW Uj SEEDING REQUIREMENTS ~ v g ,%L DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM V) Z 6 FOLLOWS: _ — OF TOPSOIL AND BE SEEDED AS O 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. O 1 LB. ANNUAL RYE PER 1,000 SQ. FT. X 5: 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE Qw TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A M _ =O MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT, V MAINTENANCE OF LANDSCAPE NOTE: o Q U ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. o W ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK o V COUNTY PLANNING DEPARTMENT. Oj 1.5" SM 12.5A U � U � w 2.5" BM25.0 0 8" VDOT 21B o w I WELL COMPACTED SUBGRADE CN rW^ V (O v O J O N Old 0 LL w� M N HEAVY PAVEMENT SECTION o Z > Q w i w Not to Scale Q2 v i 8" CONCRETE U 4" 157 STONE BASE w o U) 2" SAWCUT FOR CONTROL z z O JOINT. BACKFlLL WITH z O EXTERI R PAVEMENT CAULKING. v U 4' • ' 9 W z z Y �C4 � � U CONCRETE PAD SECTION z L�1 _ Not to Scale 0 __ E a n I ID 1) D 0 ID ti ^J a IL 7 <r 0 0 0 to I-) U) a W 1-1 1-1 11) Ir STONE CONSTRUCTION ENTRANCE 70' MIN. A j FILTER CLOTH -- 6• MIN. I A I SIDE ELEVATION GROUND 70' MIN, D WASHRACK I— COPTIONAL) 12' MIN,* 10, EXISTING PAVEMENT 5:1 MOUNTABLE $ERM (OPTIONAL) T 10' MIN, EXISTING PAVEMENT L- VDOT M1 I I . \ POSITIVE DRAINAGE 10' MIN, COURSE AGGREGATE n TO SEDIMENT I —f_ * MUST EXTEND FULL WIDTH I TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OPERATION RE;Lr — — —111— I SECTION A -A SECTION 8--8 I1KR11Y DYHI.L SOURCE: ADAPTED from 1983 Mond Sto*rds for Soll erosion and Sedimerd Co", and Va. MWC CONSTRUCTION OF A SILT FENC E E (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. •r :- 10,100,10 ij FLOW 11111111 It,1 - 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. shamw A To 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. .-' /' ��r FLOW G p11f1I t ,� -f, EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. LEGEND ROCK CHECK DAM 6" woRW Lue o .�:��NM*'v ,. �`I VDOT #1 COARSE AGGREGATE FLAW --� . Plate 3.02-1 SOURCE: VA. 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PVMNT ELEV f �2 PROM E-SAY�C ,, EDGE 'I Z25 --- ��V c� ? roZ1 .,n __ ; U2 _, p, I" ____, _.,.-.....� . �`, -_ t OR,4PIZICSCWAF - 20 10 0 20 40 //,,, // / ( /N FEET) ( 1 inch = 20 ft. ,' I DRAINAGE FLOW ................ EXISTING GRADE ............... ______ 750 ` _- PROPOSED GRADE • • ' • • " ' • • • • • • •'---._---750---,---- PROPOSED EASEMENT AREA ......... ------- PROPOSED SILT FENCE • . • • • • • • • • • SF SF DRAINAGE DIVIDE ................ : .' �mw �� Nl .......... LIMITS OF DISTURBANCE --. \ was: — . (--o--s') CONSTRUCTION ENTRANCE • ......•• CE iffM ROCK CHECK DAM ............•••••• b �22 . �Z$1 1N 1 ; ' CONTR 62020 ti a I { 4 > > , y , , - r> � �, �x s y :# i ; JOINT x x y 10 �1, ., " -'1'\� 6:�-i, II I �` 'a , / / '' ,• fx +'l i <'''-., t, 3 y:, r d 7"�, r 4{ X,': c'4,ir/S "-' "S.? i' , '� ',4•, yy, •a "�z 1 ; I I ' L �r : n ,Y y r r x w x 1 i. '` I ' t t {4 , L` f'- a•r 7 / ' t Iu : 1 f �i5 e : 1 I 4 ` , I , 1 1 rt M , n f - t a. 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CL A � x t� , cn >r , ,. -�,..: J ,...:FORM: PA MEN7 WALE. . .. / .. ,.:.. �, _ _, � :,�. •, .:, r — I) ., v„� �� . ,.., 4, ,•. : .,, .. , - R/P-RAP � h. „, {. + , SEE SECT/ N e , I w ft .. r K , b> SHEET 4 >r i g 613.00 � 2 Q r- F 1 �. - 61 y I I ` I „K . y 6J6.00 RFCD I - INV.-612t �� Z J M LIJ l '.I - ' �® 4 _' <,t x ,+`»x '• _--- — OLIS . . . ,0 ---- /w .-' �NO y DISTURBANCE OF EX. TREE' BUFFER GG111'o PERMITTED BY THIS PROPOSAL /' 5SO YD. CLA1--I RIP -RAP - --- , / / = a 11 t -- : , .: r �--- --m ,ern 300.00' C lti�3 1 .3\' i e P /' \3� ( 0 — -- — W g 0 0C3 W o 9 a co Iblo $o p U V \�' N W cc 11 • o- L H 9- � 9 (I uj o 1 z z Y zN c� Z o 0 0LL�- a- N O 0 0 N r N 0 W 0 0 0 V C 0 a c w 0 i J �n y v GE, FA SECTION A -A SECTION B-B VECMTION AEFEJE11Ci 204 245 4143 OEOTEX FABRIC DETAIL 2 MIN. 3S SECTION A -A SECTION A -A EC-1 t9 NOTES: 1• FOR MULTIPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2• ON ANY SECONDARY ROADS INSTALLATION REWIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS. CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL. 2 SHOWN ABOVE. 3• GEOTEXTILE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FdR BOX, ELLIPTICAL OR ARCH CULVERT. 0(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. MIN. DEPTH EC-1 D.. CLASS I 2- CLASS 1 3• STONE. FOR EROSION CONTROL VIRGIFIA DEPARTMENT OF TRANSPORTATION 27X277l1/4" ANGLE IRON EMBEDDED INTO WALL. USE 1/4" NELSON STUDS AT 12 SPACING TO ATTACH. ool FOR TOP OF WALL PRORLE SEE DETAIL THIS SHEET U" 1 " CHAMFER #5@12" 0. C. o 2" J5012" O.C. .�a ca J 1 112" SM-12.5A 2 1/2" BM-25.0 WEEP HOLES 8' 0. C. J57 STONE 8" 218 301 BLDG. FELT FILTER FABRIC 20' A4" Did. PERE PVC ;2 1.0% " r 2.83' . 14012" E.W. CONCRETE PAD W/FlBER MESH 79 o . e 4" J57 STONE ` ` N ... F NOTES.- 1. CONCRETE W/FIBER 14®12" MESH - 4,000 P.S.I. 5.00' 2. REINFORCING STEEL - GRADE 60 RETAINING WALL DETAIL 13'-1 MARATHIM SPECIFICATIMS ARE SUBJECT TO CHANGE T! EMENITTSS TO tT$ EQUIPMMEE� TO MAKE TOP VIEW END VIEW SIDE VIEW SLOPE PER PLAN 25' 314, • ' 1 411 V. W111', LOW POINT ELEV. = 613.91 cOP mff ® M RVATH N EaISPMEMY CLWANY 12' TRENCH DRAIN ACO DRAIN S30OK OR EQUAL APPROVED BY FREDERICK COUNTY. INSTALLATION TO BE PER MANUFACTURER'S RECOMMENDATION. SLOPE PER PLAN ..f-•'- 3/40A' SECTION A -A SLOPE PER PLAN 25' - 18' - 3/4'.•1' ^'^ - 10 YR WSE = 616,57 LOW POINT ELEV. = 616.34 3.W N. T. S. 12' TRENCH DRAIN ACO DRAIN S300K OR EQUAL APPROVED 6Y FREDERICK COUNTY, INSTALLATION TO BE PER MANUFACTURER'S RECOMMENDATION. , SLOPE PER PLAN SECTION B-B N. T. S. 3/4':1' \-1 112' SM-12.54 - 2 112' 89-25.0 8' 21 B \-1 112' SM-12.5A - 2 1/2- BM-25.0 80218 8.00' Q.00' SM 10.W 24.00` 12.W ex 12.W RETAINING WALL ELEVATION SCALE. 1 "-10' Heavy duty, 12" opening, polymer concrete trench drain system with ductile iron edge rail T•Vflif-ni S nntif.-atinne 'I}--1 nIt' 1-14nn rinvinn www.acousa.00m 28.00 42 W AC0 drain 3/4" DIA. DOWELLS 0 16" O.C. 16" LONG. GREASE ONE END Ad dA +l 4441 �- tir.. A° 4 �A 4n. 8' --� CONSTRUCTION JOINT 6.W W\�G�NIq (n J � x O J C� � Q O owe �Ow z � rw-�z V)w _ O 0 ¢ �pQ�.W w0 W � v_ \ �v �ti � a - kV00 0 Z Cf) CLJ a a U VIA 00 Z :5 6 cf) NA — Z � Q ~ ZLI) Z J w J F— r W 0 U) Z 0� Ohs Wo W W h- o � U Q. Uade O � 0 F- LAJ U G U 0 n 04 I o Li Z W (0 0 Z J = N I_I_ _ a o w F- W J W a C)) _ aCO o C/) V) v tz w � op C) i— h U V 7) O5 7) r. 0w o Z z Y z� w W !� ZW ft� = J 0 U L- RESPONSIBLE NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 1. The contractor shall furnish all materials, labor and a uipment and perform all work including restoration for the completed installation of the utility systems and all otTer improvements shown or implied as necessary for the completed facilit ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Cali Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the, Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 8. After removal of topsoil, the subgrade should be proofrolled with approved construction equipment prior to fill replacement. All subgrade areas shall be stable prior to fill placement. All fill and base material shall be compacted to 1007 of the maximum dry density as determined' by ASTM D 698 (Standard Proctor). Landscaped areas shall be compacted to 907. of the maximum dry density as determined' by the some Standard. Compaction testing shall be performed by a qualified geotechnical engineer registered in the Commonwealth of Virginia or a qualified representative under direct supervision of the engineer. 9. Access for emer ency vehicles must be maintained at all times. Temporary street signs must be posted as construction begins. Access to fire hydrants is not impeded at any time by construction materials, parked cars etc. 10. If blasting is required, the contractor is responsible for obtaining the necessary Fire Department permits. EROSION CONTROL NOTES 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on —site pre —construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre —construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. J. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, .curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified os—built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer —of —record shall be included with the as —built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe —laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. LOCAL UTIUTIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hlllandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364• P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman Patton ry • 11 A ssociates,pc Engineers. Surveyors. Planners. Landscape Architects. 0—N MINERALS (CHEMSTONE) COMPANY P.O. BOX 71 STRASBURG, VA 22657 PH # 804-541-3172 FREDERICK COUNTY PUBLIC WORKS 107 N. KENT STREET WINCHESTER, VA 22601 PH # 540-665-5600 117 East Piccadilly r__t Al Suite 200 A Ad Winchester, V 22601 PST H OF r, "PON islowsky, Jr.: OIICATE NO. iz1a7�46 RE IRED PROFESSIONAL k _ ENGINEER _ SHEET INDEX COVER SHEET 2 SITE PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 LIGHTING, LANDSCAPING & MISC. DETAILS OWNER'S CERTIFICATE I hereby certifythat the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date Approved by Frederick County Zoning Administrator a, Site Plan Approval Valid for 5 Years From Date Shown Hence Date Sheet Number I of i REVISED 11-27-06 — PER COUNTY PLANNING COMMENTS 77 a� CL cc U 0 L Q 1 0 CI 0 0 0 a z I G Q 0 N d' 00 co 0 0 N r N 3 0 0 v U C aJ a rn C w N u7 v U p t7 Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket Widen and score hole wall DO NOT prune terminal leader or branch tips 1 ,! Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL nD SWI e SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk ,—Soil well to contain water /4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT TIES 0 1'-V D.C. TO PREVENT LIGHT SPILLAGE OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE I' TOOLED EDGES HAND RUB FINISH ON LIGHT POLE BASE WITSURFACE OF CONCRETE —^\H COO PLATE AND FILL IN VOIDS. SMOOTH FINISH ON ALL NONSHRINK LOAD EXPOSED CONCRETE' SURFACES. f�� �(� BEARING GROUT ANCHOR BOLTS FURNISHED 3'-0' WITH LIGHT POLE. BOLT SIZE FACE Of GRADE CURB I• a I ,` PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S 1 RECOMMENDATION. I 8' GALVANIZED GROUND 1'-8' 0 CONCRETE BASE ROD. BOND TO POLE G P.V.C. CONDUIT AT 2' 6* 13 STEEL REINFORCEMENT �., < � BELOW GRADE TO PANEL TIES 0 I'-s" O.C. (O 14 STEEL REINFORCEMENT = NOTE BARS ALL UNDERGROUND WIRING TO BE IN NON—METALLIC CONDUIT n 1 NOT TO SCALE LIGHT POLE FOUNDATION DETAIL x--- . _• yr _. -, _ Ems- �e UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling -Area for water drainage I w Oa C) � n C) CO U C')a0 z $ LITHONIA KAD, 40OW MH 1-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. PIN 33-A-144 0-N MINERALS D.B. 934 PG. 1838 ZONED: EM S50'02'09"E 300.00' APPROX. LOCATION OF ROCK LEDGE 25' a - kVylk i ! „sw � ova•, Y � � r n d r 3a 24.000 20.001 ;, rU?e s. k':K h:v;4. k��x:'n+%,,_:'}'Skr v�`i'X"'•' 2-fr,F': -:"t'� h s� s f s. k t� r � `6 k DI� T _ A .CONCRETE WHEEL STOPSx Aa ¢: r `ems r p O9 k r Via. s, D.. *E 3 . T,., FROM' RETAINING Y .0 R ?h, YbP^ i Yy Y i S k ir' N'F i9.R h ,�, a,�-:.• r ` 4Y . y z.' - s a {o g /s I u M. a cur ;r 1 ;. r ., :� vVN'dw _.__ "A-" . 54 .> a:X •iste;ia'�s' % i�•„�rrc-"``4E, c sw at�:> zSsa'ir D v - ?,f .,te } , ,g:''+ ,9a,b; . �'k:. P - .tip' f� rfi5 r K+,.k' .. ••te..; 91 'c,«:a ..k.•, r.".' r.� t' •_s ",�=h. rzt~;,i...: . s., r r :? Y•; h ,ta..�:,a5x'2 {`:.. ,, �: .lrirr © '•r r•} sf x ks` 'k" i1�3 r ` f`�a' `� .. �-, 5 adz �tr`I•T' A >M"+G� ; s� �' 'i 5. �` OEta` t. � .�� s tyy l� :,-«S�'�Y wt��1 �^z.��r !,��4 Y{u,.r r •kt3�����,i ; �. �� 4��"Av � h�� , L ���� yx, E ���� w{ref�c ��.!°i` i� r��$� ; �4,?n�r tke ? i �S �¢� �'4x�ukr % n ✓ �. j r $as kd a r L ^v C ^ Yf 4^ 4p SY�N } fS + i tng d � r��£�Y.fi '. �z. �� , , w� •y',-�� �.� 5 x ?� .n�lz'`�.Cit"2„� ���"�, t� '. "— .� fill � ����� � i',� Yh��y;, stew t� r}S a ,aR t'r''n , r�r"^✓' � c r:4 t�oL,�s': % �l D g 25.00' ' M+_.,}; kt „s.r t ..�. a a ar t* w i LNG r aJ ? i�. t— ,. "�'�.�arA'ret"'V "-n"'•�' rx'PZ r'_ xis . D 6 • s4 ... Q 'ire?'����'"�'Sr+�'�,����,�'1 creS+"k��,y��~t� . ' D �'``tt*3,>." �.�„r... kzt;,. - ,.,ar¢S..ya''•c'', -ak �.^'—�� CONTROL, . JOINT �� a ONE WAY#' �' � - DO NOT ENTER ����4� r�'Miy�,pd w�i�f LIGHT SQoft DETAIL S ET 4 ; C �? 25' d a3 51 .5'R a 1ONE WAY DO NOT r � - CIA .......... l;3 xr`""x �'"*, .d• a s.�rr eft Wgi �` KING WALL' SEE DETAIL ON SHEET 4 CONTROL JO I . N T t> h v 31.00 Q O a ' a C> ° C> a •� � x� �rtic�s • © Q ,CDC a Me 2 lam'• � U � D MF � 3rk� SY N'L4 i 4 D p r� ! L.... Al ( r✓>' 4 ONE:. Y S P5,A/ 4 N50*02'09"W 300.00' 8'X1O' BUILDING ON RAISED PLATFORM CAAPH/CSCALE 20 10 0 20 40 ( /N FEEL 1 inch = 20 ft. PROJECT SUMMARY TAX IDENTIFICATION NUMBER 33-A-144 EXISTING PARCEL AREA 487.55 ACRES DEVELOPED PARCEL AREA 2.07 ACRES ZONING EM ADDRESS 171 COMMUNITY DRIVE CURRENT USE VACANT PROPOSED USE COMPACTOR SITE DISTURBED AREA 1.93 ACRES SETEIACKS REQUIRED PROVIDED FRONT 75' N/A SIDE 25' N/A REAR 25' N/A BUILDING HEIGHT 45' (MAX.) 13'(+/-) MINIMUM LANDSCAPED AREA 0.31 AC. (157.) LANDSCAPED AREA PROVIDED 1.21 AC. (587.) LANDSCAPIN� PAVEMENT AREA 38,066 S.F. PAVEMENT TREES REQUIRED 19.03 @ 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 20 INTERIOR TREES REQUITED 0 (01/10 SP.) INTERIOR TREES PROVIDED 0 TOTAL TREES REQUIRED 20 TOTAL TREES PROVIDED 20 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. AIL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 4.ALL UTILITIES TO BE PLACED UNDERGROUND 5. STRUCTURES SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 312 USE GROUP U (UTILITY) OF THE INTERNATIONAL BUILDING CODE/2000. PLANS SUBMITTED FOR PERMITTING SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PROFESSIONAL. 6. PLEASE NOT THE REQUIREMENTS IN CHAPTER 17 IBC OF SPECIAL INSPECTIONS FOR THIS TYPE OF STRUCTURE (BOLTS, STEEL, WELDING ETC.). ALL INSPECTIONS UNDER CHAPTER 1 OF THE VUSBC SHALL BE CONDUCTED BY COUNTY STAFF OR OBTAIN PRIOR APPROVAL TO UTILIZE AN APPROVED THIRD PARTY INSPECTION AGENCY UNDER FREDERICK COUNTY'S POLICY. LEGEND 216I3" BFI-25.0I2� SM-12.5A) PROPOSED HEAVY DUTY PAVED AREA(8` .. PROPOSED CONCRETE AREA .......................... PROPOSED GRASS AREA ........................................ ' PPopnCFn FAITU M AREA ........................................ , ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ........................................... m m EXISTING STORM DROAGE & STRUCTURE ........................... Mac_ PROPOSED WATER MAIN ........................._ WF— EXISTING WATER MAIN ............................................. — _ Y✓ t— - -- — - ........................................_ PROPOSED FIRE HYDRANT ........... .......... ................ PROPOSED GAIT: VALVE do BOX • F_ K' EXISTING SAN. SEWER AND MANHOLE PROPOSED SAN. SEWER AND MANHOLE .............................. PROPOSED UNDERGROUND ELECTRIC SERVICE E PROPOSED UNDERGROUND TELEPHONE SERVICE ....................... T PROPOSED GAS SERVICE .......................................... G PLANTING ,SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY OUERCUS PAL USTRIS PIN OAK 2" CAL. ®6" AS SHOWN 10 HIGH a GLED/TSIA THORNLESS HONEY 2" CAL. ® 6" AS SHOWN 10 rRiACANryas /NERM/S LOCUST HIGH SEEDING REQUIREMENTS AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 1.5" SM12.5A 2.5" BM25.0 8" VDOT 21B r WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale 8" CONCRETE 4" #57 STONE BASE 2" SAWCUT FOR CONTROL JOINT, BACKFILL WITH EXTERI R PAVEMENT CAULKING. CONCRETE PAD SECTION Not to Scale T - zz J('411V 3 oa Qowe �o Ovo M (n N WoLL_oo 41 °wwoo _ v � U �U 4) t� Q rn .� rl- V 0- 0 1 (0U .— Lo N � -p 0 C) d Q U N U J ch Q 06 aD > � ai 40 � N rN C 0O MO 0 Ln 0 � r` GC n U I— ti N vi O L � _ nCn + C vi O 0) C. w Z g AL LEI F-- i o Lit (O O W J O N O 3 = Q �- wx N o '�� w Q I— W CL co rn Q o U cn = cn w � o w F_ O (n z .o a v U Q O W r LLJ z z Y zC4 O Z W 0 _LLJ 0 C) U L� STONE CONSTRUCTION ENTRANCE 70' MIN. A J FILTER CLOTH'' 6" MIN. I A I / SIDE ELEVATION GROUND 70' MIN, B WASHRACK I I— (OPTIONAL) 12' MIN.• L VDQT MS POSITIVE DRAINAGE TO COURSE AGGREGATE B TRAPPINGENT DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW FILTER CLOTH SECTION A -A SECTION B-B to, EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) T 10' MIN. EXISTING xlsING PAVEMENT 10' MIN, I UKMAY ornLa 0 ' SOURCE ADAPTED from 1983 Moryland Sfondar6 for Soil erosion and Sediment Cortirol„ and Va. DSWC Plate 3.02-1 SF SF s 5 SO. YD. CL A 1 RIP -RAP '\ t e b�b� oti , e INV.8J5f 615.25 , , , 1 1 tl , 1 , , 16 , 1 � r 1 18.40 ' 1 � r ; I I ;� I i 1 I ; i (O\ b'\�' ,10,9 (01 � IO 1 '� D y�• l if I 1 r I I ;GOOD 620 20 4{ i 'S I I I , , e.. D , ; i 1 ; �. p r CONCRETE WHEEL STOP 1 O �b p D SET 3 FT. FROM RETAI I Q�) N o, a a CONCRETE WHEEL ST WALL 2� SET 3 FT. FROM CRETE 6It Ib p PAD 67 0 620.20 20.40 d , ' ', t�, ; ; ; ; ' \ I;� r,\r�i' • b . b~ ; b .l r �t (Ij1b i bLLJ 1p e A.�mew I 6.1. 6 DO 621.00c:) C20..50 .55 62080 62050 I U r I r i / I LOD , i c a . `\ � � � I ' / ° O 'p �� /' fir• 1 MAINTAIN EX. TREE DUFFER; TO GREATEST EXTENT pOSSIBLF ( �s 619.65 462 10 Slenrood k 1<pant �� I i ! UL2 00 61 a 50 D 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. }1fr LIAI / III f� FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. / r r FLOW gill)" =1► EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. LEGEND DRAINAGE FLOW ................ EXISTING GRADE ............... _-----�50 ---- PROPOSED GRADE • • . • • . . . . • . • • • PROPOSED EASEMENT AREA • ' ' ' ' ' ' •• PROPOSED SILT FENCE • • . • . . . . • • .. SF SF DRAINAGE DIVIDE ................� ems. LIMITS OF DISTURBANCE ... • • • .. • • 0 D C1.__-, CONSTRUCTION ENTRANCE . . • . • • • •• CE ROCK CHECK DAM ................... Gi9APH/CSCALE 20 70 0 20 40 ( /N FEET 1 inch = 20 ft. 0 ROCK CHECK DAM 2 ACRES OR LESS OF DRAINAGE AREA: I ', 'i i i I i i i i I i ; b\ ``� btib2 i !7C`b • b\A • by� • b1 `'♦ • rO\� ti`Z°lo 3' FILTER CLOTH I , (OPTIONAL) (DOWNSTREAM VIEW) I I i ` VDOT #1 COARSE AGGREGATE FLOW j 3' IBM -14 1 I � ; I ; ; � ; � ' \bb bib N� e., btih bah btih? b\h2 • btiA• \3�� `e , s 2-10 ACRES OF DRAINAGE AREA: PIN 33-A-144 f I i 0-N MINERALS D.B. 934 PG. 1838 JOR ' I 6" ZONED: EM i ial I i ' F ILTER CLOTH r I (OPTIONAL) NZ I I ; ; I ; 1 , "la.s�rw�,�C��•`,,'�t��;�vFr2�- �'2' �`, (o•\ `' I (DOWNSTREAM VIEW) ; I , . , r ; ; ; r \ ;; I �. b e S50'02'09"E \,�` b — - w_ •s b 1 LOD low woo 590 SOURCE: VA. DSWC PLATE. 3.20-1 \ ' I I � { � i o3 � �b� �,,��• - - --- ---- ebb b��oti `X'�41, ". `F r CONTR 620.20 - , _} JOINTI 618.20 615.50 615.00 i_....__... _ -,- - � � RFCD ,,' �.�619,00 I --_ 618 b2� i,�623> e� �°� 1 �° �b ; 2°'3 ' 618 �' , S PYD. CL A . b 1 � "�`x b�� a Al 0 2 f 2 b 2 ' b2 2h• o, 4► w 2 --- — b2 b2 b.�2 , b b b12 • `° • b /f 615.44 \a b23° 1�L �o • b2b' j' �ZL �' `------- \1 INV.= 14t 4.50 0) �4� ----------� \bti b22 ---------626 ------ b2� 2,�° ; INV. 61 INV. 616t b 617.85 �, b �'0 1 woo % 616.75 �8 %ZO(0 / 61658 bZ2�ti f �e , b2 ; b2 LOD 5b w_ 0b ,� • b -32------- - ----- » s /�i f . • b22 b22� ;i Zia b2 624_ _ _ _ -- - 3,3,',� 620 616 JJT4 F n b2 b2 FORM PA E TrAjWALE a� ti Q�..r+ • 5' ' SEE SEC T/ N b 61 ; SHEET 4 �. 616t 00 RFCD 1 , + ' 1 q IN i h h W \RA 1 N Z Q ; 0 Q ZG_' h z O w it 0 N w ui 1 1 1 0 QI` _ UO V-NZ coWC� w-pZ h ��J to 6 v Ld 'w 0 I« b LW �0 0 0 N , 1 1 , 1 r \ 1 ; \ r , 5 r r 1 \ r I \ 1 1 \ i i \ I , 1 i bti\ 1 l0°2� (0°12 i I , 1 , 1 , 1 1 1 1 � 1 1 ; 1 ' 1 1 Om . O b 01 CD RFCD s �1 SIN, M 7� I ! --INV, 614t 61`50 `a`I'; ' e hl 12' TRENCH `0 ' ACO DRAIN S3 OR EQUAL API BY FREDERICK It (TYPICAL OF 4 Nit It ;} , I t 1` i I 1 1 ' \ 615 00 , 0 \\ d i G, ,- \ ,,CONTROL ';JOINT J, • V ' �+ 1 I b0 I \ , 1 , 1 \ a b�tx rn r7 W • N J 61575 \Zb� 615.00 � 1 \ N I [> \ � N i A 17, x V (!j Q � U 11b N 4 Q .� Q) I� Q Oa I N v (n L0 Ni p 0 0 d Q c o N O _j Q otf (1) > c ai L J >1 c r") C O O U) a I` n V F— Lb N •L O a L. N _ � + C (n O a� a. W Ljj 30 � V) v Rz OW a wo W F— s w U Y tin D � , I Z i V O F- U w j1 rn b\ 0 ' I co � FORM PAVEMENT SWALE LLJ 61,3 b0 SEE SECTION S-B ON �. / SHEET 4 Z J O O O N 14 - = R/P-RAPYD. CL A l nJ I I 0 w; f 61,3 00 a 15 � = Q _ INV.=612t M 0 INV. 615t ; �( � � • b o � Q LLI Q w hh MEET & MATCH, " V. 615f OP I- ��' 2�\ b22' EX. PVMNT ELEV - 1 OP a n_ can o 0 U) b2 PRO, V/ E-SAICUT�o EDGE ` •0 U ti 50 9 " ,ter. a �1 • b2aa 4�.t „-ns,...,,s �srol a2�rax 22. rare .. a r � „c c� , �1 .Y� to q1 �"`` - r o O �° 300 00' --- s _ eea LOD Io NO DISTURBANCE OF EX. TREE` BUFFER PERMITTED BY THIS PROPOSAL b101 / / i zz O 0 V 5 r Of o o i z z Y zN C7 w Li J Z � _ � C�l 10 Li a Q N O O 0 0 N r N 0 2 C 0 0 0 V) C 0 a L W �n T v y U LJ GE FA SPECMTM IIEFEIEMCE 204 245 414 DETAIL 1 �B k � X MIN. 3S i S MIN. f SECTION A -A SECTION B-B DETAIL 2 A` 3S DETAIL 3 FAGEOTEXTILE SECTION A -A L SECTION A -A EC-1- T) W MN, 3S NOTES: 1• FOR MULTIPLE LINE 96TALLATMS OWNSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2• ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3• GEOTEXTILE FABRIC TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE WITH THE SPECIFICATIONS, 4, S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FdR BOX. ELLIPTICAL OR ARCH CULVERT. 5,)(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIOESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL. MATCH EXISTING DITCH OR NATURAL GROUND. MIN. DEPTH EC-1 CLASS I 2• CLASS I 3' STONE FOR EROSION CONTROL VMtGINIA DEPARTMENT OF TRANSPORTATION 2"X2'X1/4" ANGLE IRON EMBEDDED INTO WALL. USE 1/4" NELSON STUDS AT 12 SPACING TO ATTACH. o ° ° FOR TOP OF WALL PROFRLE SEE DETAIL THIS SHEET ' 8" 1" CHAMFER 15®12" O.C. o " Lq 2 J5@12" O.C. zj s 1 112" SM-12.5A WEEP HOLES ; � 2 112" BM-25.0 8' O.C. J57 STONE 8" 21B 30j BLDG. FELT FILTER FABRIC 20' 4" Did. PERE PVC 1.0% it A co -14012 CONCRETE PAD W/FIBER MESH dT. e • 4" J57 STONE a., NOTES. 1. CONCRETE W/FIBER MESH - 4,000 P.S.I. 2. REINFORCING STEEL - GRADE 60 RETAINING WALL DETAIL IX-1 MARATHONS SPECIFICATIMS ARE SUBJECT TO CHANGE MITHOUT NOITICE IN ORDER TO MAKE IMPROVE► WS TO ITS EQUIPMENT, END VIEW 3.W SLOPE PER PLAN 25' �- 314 TOP VIEW SIDE VIEW COPYRI6W O M K40THW EUPWW CWPANY 12' TRENCH DRAIN ACO DR41N S300K OR EQUAL APPROVED BY FREDERICK COUNTY. INSTALLATION l0 BE PER MANUFACTURER'S RECOMMENDATION. I SLOPE PER PLAN LOW POINT ELEV, = 613.91 SECTION A —A SLOPE PER PLAN 25' - 18' - J14'1 10 YR *SE = 616,57 LOW POINT ELEV. = 616.34 +82a_m N. T. S. 12" TRENCH DRAIN ACO DRAIN S300K OR EQUAL APPROVED BY FREDERICK COUNTY. INSTALLATION TO BE PER MANUFACTURER'S RECOMMENDATION. SLOPE PER PLAN \-1 112' SM-12.54 - 2 1/2' BM-25.0 8' 21 B SECTION B—B N.r.s. \-1 112' SM-12.5A - 2 1/2' SM-25.0 8' 218 OW ew 1 2.00' ox 12.W 4PIP. M RETAINING WALL ELEVATION SCALE 1"=10' 28.W Heavy duty, 12" opening, polymer concrete trench drain system with ductile iron edge rail Tvniral annfrarinn-c 'Prvinrl nk' lnrkinn rinvice ltiSUkwk acou3a.COilY1i 1 t "M i 111 ACC) drain 3/4" DIA. DOWELLS 0 16" D.C. 16" LONG. GREASE ONE END A° 4A • e 4 d, 8' -I CONSTRUCTION JOINT 6.50' MW Gw�Q �QYoNT� q� LOYdf. O�-1 zJ �0 z wwO o W w d C �0 kv0 kv 0� - v vi a -+-j U Q) M Q V Q O i N U �- 0 ti o O Q a oN o J !Y Q Q) > CF) s` -J d .� °F+ Q — N C rN c O 00 (D o r` r` f- u. to vi '— o L N M f C � O Q) M a LL 04 Q LLJ z LLJ O p J O = N 04 Q O LL I }= } V) �Q d' Z O j Z W Q W -j W C/) o U Cf) = C/') 175 w 0 00 .0 w �U CL 3 3 Q 7 o S Z 0 Z `1 Z ,- 6 w = J