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HomeMy WebLinkAbout35-04 Marathon Bank - Sunnyside Bank - Stonewall - Backfile (2)GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Autho�'{y 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 thp contractor s responsibiiifry The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility i-W-552-7 1. 3. The contractor shall be responsible for all constriction 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 Contractors 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. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at .fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When on existing water main is tapped for the installation of a new line: a The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer s/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properfyy aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the AuthoV. s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4 and 1" water services. d For all 1 %" and 2" services, the Authority shall make the top and bring the piping to the property line. The contractor shall fumish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 9. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required), The assembly must meet ASSE standard No. 1015 or 1013. 10. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia De rtment of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety ilk Health Administration and VOSH Rules do Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VOOT's work area protection manual. Furermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocatingg, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. it is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of angfield revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT pprior to initiation of work. S. Contractor shall nosy the local VDOT Residency Office when work is to begin or cease for any undetermined length of time, VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Vir inia ion Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least doily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12. My unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the somple obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utilit�yyy//storm sewer trenches shall be compacted in 6" lifts to 957of theoretical maximum density as determined by. AASHT0 T-99 Method A, within plus or minus 27. of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding siggn material and placement. 18. The developer must provide to the local V.D.O.T. 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 provided to the local V.D.O.T. residency office prior to acceptance of the work. Units and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub-grode by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Sped ications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Specifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall to provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density controlMiears p 21. Approval of these plans shall expire three from the date of the approval letter. 21 CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. PANr?. ''F's,;,, ! F.., `',p, s n v.+;��•. r:.:Ty r r .: fS•r � r LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale 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 Hackman i NAME:RESPONSIBLE LAND DISTURBE CERTIFICATION Du THE RESPONSIBLE LAND DISTURBER � � IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. Vicinity Map Scale 1 "= 1000` 117 East Piccadilly1 Winchester, - `r e', 1 •; SHEET INDEX 1 C0VER SHEET 2 .SITE DEVELOPMENT & LANDSCAPING PLAN ,3 GRADING & EROSION CONTROL PLAN EROSION CONTROL 1. Prior to initiating any land disturbing activity, A 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 wall 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 sedirnExlt control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approveu plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel Cnings, vegetative cover, stc.) b) Submittal of certified as -burst of thr subdivision which contains the following items: stomiwater conveyance system, curb and gutter, drainage channels and ditches, storrnwater 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 peril 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 gross cover. Areas not graded shall be d'isced, leveled and seeded to achieve klwn conditions. LT H OF L k��xf•'y� I} �RN •. �•r ■ ��' JR-oribld A. Mislowsky, Jrr 0 CERnFICATE NO. v 20 74 1 R i RE PROFESSIONAL ENGINEER _Afl THE MARATHON BANK 4095 VALLEY PIKE WINCHESTER, VIRGINIA 22603 ATTN: DONALD UNGER PH. 540-869-6600 1. Fire lanes shall be on all plans or drawings, 9 applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fine Chief. 5. Sign shall be posted on all comers of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lones can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times, 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval r, Number ., • 1 s.W" .. f 8-3-04 - REVISED PER AGENCY COMMENTS - JDS STAB' <' WRgNtA _ r MAX. SLOPE 27. AT DOORWAY Stone Inlet Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat 1 - 805.80 - 809.88 DI-36 8.0 SEE AIIIClIOrS PUNS FOR OETAI.S Culvert Summary OF MUK FOOi[NGSa 114M, Culvert Cl� RSLMD. From Str To Str Inv. Upper Inv. Lower L(ft) D(in.) S(%) Type 1 EX 805.80 804.59 49 12 2.45 CPP 24• All CPP Culverts to be Grumpler Smooth Core or equivalent cn- - I 810 805 Q 1 v � CA d' 0) 11 J 0D O 00 to LO 000 OAF �11 I ���0 of II OF- 1 Z� ,0 11 -O �� CL 0_1-? Z._.____0- O I-- - STM PROFILE N/F o W.H. EMMART & SONS, INC. PIN# 42-4-B ' DB. 303 PG. 430 ZONED: B-2 USE: VACANT WALL FIRE RATING TO BE nrn r.nI r rnn Inn nnr. . EX 8111.011 0 PROP 8L06 ADDMON Fk ROOR ELEV. FIN. FLOM ELLY. 811.45 811.45 1 SECTION "A-2" AT BUILDING ADDITION N.T.S. EXISTING DRIVE 7HRU 9' Fk FLOOR EL04 811.45 M1 M'. (SEE ARMlfl % PUNS FOR DEARS) PROP CONC ISLAND 4.0' SECTION "A-1 " AT DRIVE-THRU N.T.S. no o ' VDOT 21B NEW PAVEMENT SECTION Not to Scale I&SW i M ; Gf,�APHlCSCALE 20 10 0 20 40 (INf UET 1 inch = 20 ft. BfNCH� 22 -=K PROJECT SUMMARY a TAX IDENTIFICATION NUMBER 53-A-52C � EXISTING PARCEL A 35,407 SQ.FT. DEVELOPED SITE AREA 32,016 SQ.FT. ZONING B2 ADDRESS 1447 N. FREDERICK PIKE c CURRENT USE BANK PROPOSED USE BANK DISTURBED AREA 0.40 ACRES p EX. BUILDING AREA 2,343 S.F. PROPOSED EXPANSION 1,008 S.F. TOTAL AREA 3,351 S.F. W M O'O p[� �Ip�ry RE v ul new P�I� FRONT 50' 66.74' SIDE 0' 4.02' REAR 0' 134.91' PARKING 5' 5' BUILDING HEIGHT 35' (MAX.) 181(+/-) TOTAL GROUND FLOOR AREA 3,200 SQ.FT. FAR ALLOWED 1.0 Z O FM PROVIDED 0.09 PAVEMENT TREES REQUIRED 5 (1/2000 S.F.) PAVEMENT TREES PROVIDED 5 N INTERIM TREES REQUIRED 3 (1/10 SP.) W INTERIM TOES PROVIDED 3 PARKIN REQUIRED PROVIDED BANK (1/250) 3200 SF 13 33 I- HANDICAP SPACES 2 2 a e NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE CODE OF THE COUNTY OF FREDERICK. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE: Z 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 5.ALL UTILITIES TO BE PLACED UNDERGROUND 6. HANWAPPED SPACES AND ACCESSIBLE ROUTES MAY LOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT DDCEED 1:20. T HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 8. - SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 30 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 30'. MAX. SIGN AREA-- 100 S.F. 9. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF ALL LANDSCAPING MATERIALS, FENCES AND WALLS. 10. NO DUMPSTER IS REQUIRED. THE FACILITY IS SEIRVED DAILY BY PRNATE CUSTODIAN CONTRACTOR. SHOULD A DUMPSTER BE REQUIRED IN THE FUTURE IT SHALL. MEET THE SCREENING REQUIREMENTS OF FREDERICK COUNTY ORDINANCE NEW TREE REQUIRED TO SATISFY SP-010-97 APPROVED MAY 9, 1997. PROVIDE 5 ARISTOCRAT PEAR OR EQUIVALENT. 4 FT. MIN. HEIGHT AT PLANTING. 0 NEW SHRUB REQUIRED TO SATISFY SP-010-97 APPROVED MAY 9, 1997. PROVIDE 13 JAPANESE HOLLY OR EQUIVALENT, 36' MIN. HEIGHT AT PLANTING. LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' o*a LITHONIA KAD 40OW MH 2-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. p slrn. iElFaRc W W LIES 0 11-f ot SIR RI Ail. MIVOra TO BE SHEDDER TO PON UGlff SPILCE am Of SITE. [off RXI t' TaOIED EOGLS we RUB FMSH ow mo POLE BASE Ten+ owma YO HI M V17D3. SiiDOlii fle 0A ALL M YE M MM QW ROM 1riHIl6fIf�POLE � OF f -- :r PRWMMN M BOLT I aRcLE POt WMACnIR n 9 MUM 61011E t'-r 0 000VE BASE R00. BOLD 10 POIE, r �� EAi a r PW N Off TO PNEI. TES o 1 e o.C. - NALL 01EiiMoraoLND Viols M BE N IMOIi-W MW kD} 0 NOT TO SCALE LIGHT P01E FOQI!IDATION DBTAII, PROPOSED C(M&REUERSEGUW---------------------- PROPOSEDTRANSITINM&GUM - ------------------- PROPOSED STANDARD PAYED AREA (V 21B/2' SM 2A) - - - - - - - - - - -- PROPOSEDCONCNETEARFA-------------------••- PROPOSED GRASS AREA --------------------- PROPOSED DS" AREA --------------------------- ZONNG BOLWW -------------------------------- IB BLIIYPEDESfALS--•----------------------------- El 0 DXISM STORM DRkUkGE do STRUCTURE - - - - - - - - - • - - - - - - - - -13 PROPOSED STORM DR*" & STRUCtl1EtE - - - - - - - - - - • - • • - - - -- DXIMWATTRWIII ------------------------------ DZWGSAN.SEWER AND MWHOtf - -------------------- PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAI. 0 6' HIGH AS SHOWN 4 RED MAPLE 2' CAL. 0 6' HIGH AS SHOWN 4 HETZ HOLLY 36' HEIGHT 3'-0" O.C. 55 W0011I IJIDIOMNI OP ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 4" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SQ. 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. Prune oodominard leaders --�, Prune rubbing or r crass branches -� 1 DO NOT stake or wrap trunk unless necessary Remove ail togs and labels Cut away all baling ropes Remove top of wire basket Widen and scare hole wall d Remove container and cut circling -`' Leave said soil pedestal - do roots if container -grown, or as much riot 69 deeper than bog depth burlap as possible N field grown Dig hole 2-3 tines root ball width TREE PLANTER DETAIL f*W* 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 t1NAMENDED ba ckh'l soil Partially backfiN, water to settle Sol, fm'ish bw wmg Area for water drainage 6 O O W a CA 0 a. 0 N - Ct y CV V 0- CV a c� CfS '' 'E Q J U CV O Lo 006 n- a)c~o o CS 0>NC w LO LO -0 ° � H LL ui U •L • L N o .►.. CU w � r--+ R 0. w �Q Y Z < W MO > Z (n 0 Z W = Z o$ Q Lei W 0 Ix IL It 00 w N CAL. w III Li O Z `r 0 7 W Jd C4 ch W In F- Z O 90 Z Z in Y Z c� v 00 04 0 � U I-i V- Ihl.k"qqs ,A�2107 0 / CRAPH/CSCWJF 20 70 0 20 40 i / ( /,V FEET / I inch = 20 ft. NIF srArE / W.H. EMMAR T & SONS, INC. WpN1A I PIN# 42-4-8 ��?ORTN / DB. 303 PG. 430 i ZONED. 8-2 i Il MAX. SLOPE 2% AT DOORWAY USE. VACANT- • 1 / efNZNMARK .y " .... S IN / SF 4.32 . /85 ut SF - IRS I 814.80 812.0 + b J i $ 11.30 DODZ O D m Tl � STONE CONSTRUCTION ENTRANCE 7O' mm A f FILTER CLOTH' 6" Mp,L I A SIDE ELEVATION GROUND 70' INN. WASHRACK 0I3TMNAU 1E' 06L L VDDT N1 I I ~� POSITIVE DRAINAGE COURSE AGGREGATE B TD SEDIMENT I TRAPPING DEVICE • MUST EXTEND FULL VADTH OPERATION PLAN AND EGRESS PLAN VIEW FILTER CLOTH R£1 SECTION A --A SECTION B—B l0' EXISTING PAVEMENT 5:1 SOURCE: ADAPTED fran IN MN kA Standards for Shc <I odM and Sdf wd Cx oL ald Va. DSK MUTABLE BERM <OPTItNiAL) EXISTING PAVEMENT 1 10, HIM, 3" MIN. 3' MIN. 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. PLOIi 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFII.L AND COMPACT THE EXCAVATED SOIL ' .r. I `I '( : I : H .1 1 A II 1.�1.•. J. �.1 1 H .��t.�.. t NUN H !t .j�i.:. .�. •e.9e H �� IpH�I v 1470 GRAVEL CURB INLET SEDIMENT FILTER �-v GRAVEL FILTER 12" i tea• s;� .� tT�i►���:aL�%er►'� = turl_ ll, �.Qvi I IIII� �' = ! _Illi II�IIIIII I=IIIII! sae a �Ililll L� SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PLATE. 3.05-1 SOURCE: VA. DSWC PLATE 3.07-1 SILT FENCE CULVERT INLET PROTECTION �— ENDWALL L TOE OF FILL a SILT FENCE o 0 e DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' FLOW �VDOT #3. #357, #5, #56 OR #57 TO REPLACE SALT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VTbT Standard Sheets arld Vo. DSWC PLATE. 3.08-1 MCHOR POSTS SHOULD BE Mt/Il[tt 2' ST91 V CNNN&L OR YIQ• AIRti N IBM MAX/MUM B FEET ANCHOR POSTS MUST BE SECURE NSDIl1fD N A DEPIFI OF FENCE BOTTOM NO LESS THIN I J3 OF THE TOM HEIGHT OF POST NOTES: T ROOT 6YYYGE SHDLLLD BE AVOIDED. 2 DEVICE SHM BE MMQMl D MINIM CDNSTUTION. 3 DEVICE SPAL. BE PEALED AT THE OW LK OF TIE THE E>OSN ME PRIOR TO ANY LAND DLSIU88 4W- 4 PRtILECIION MAIL BE N PLACE. BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION [G-6 NOTES: 1. THS ITEM WAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF My IN PLACE. 40M P9 IF PRECAST. 3. COGNATION CURB NG B • GUTTER HAVA RAOUS OF 30a FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAU FOR AS RADIAL COAIBNATION CUB L GUTTER. 4. FOR USE WITH STAK12ED OPCH-GRADED FAGE LAY_EpR'`y'1HE BOTTOM OF TR1E CUB 1�IELWE ON S�UBB+tSE C 5 �Klfl A40 TO THE DEPTH OF THE PAVEMENT, 5. TRS CURB WAY BE USED TREN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HKHM°AYS AND 45 ALM OR R LESS N DE VELPE OO URBAN • SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CC-7 M REOURED. D b- ' r.r " • D D • D b • D • —^—'---'--- --------- THE BOTTOM OF THE CURB D PUTTER MAY BE CONSTRUCTED PARALLEL COURSES TFSLOPE OF 6" 2'•0- SUBBASE ETHOF PRONGED A tS AK DEPTH OF 7" tS /A/eN1AeC0. tRS AREA MAY BE COhRCAEIE AT THE OPT" OF THE ONtRACTM "EF�" COMBINATION 6'° CURB & GUTTER VRGWA DEPARTMENT OF TRRANSPORTATM 201.03 CoraaN to be Cues A3 , Oat In placmi,4000 PSI H pacosl. Tlds d.n mq be pteoaN a crest b plaea This curb is to be used when design .Peed - Is 40 MPH Or 40 m RMId IvWroap orW We* Curb hw*,g a ra & of 500.}t. or less 45 MPH or Ma In (lm"d urban and Idaq tape of c rbiRAll be poll for as r�ol _ wbwbon crew. aHb- yr: ; _ ,;; se•• * TThhp depth M mb Iron be redsad os much as r y. 0S'dtptdor inaeosed osmochas 3wdepth) in ceder tpf Ur botlmn of Curb WE coNede ITINT 111e 1* of a a' of lh! rmRtanad wAmpuehn.Oliv r A" wR doo it to be Was up• dwm.No a4vol w t in to price bid is io be ACCEPTABLE ALTERNATE noes lir ad,aasea or an in«.ae. Indepot Cma Is pmmm ON STANDARD 6" CURB .105 VIRGINIA DEPARTMENT 502 of I TRANSPORTATION 2OLOI ZO -1�-� Q'CD N a) Ej co .� N [> w N � O � cu p ct N >1 -2: N : ( co 0) w Q J V N O Urc� o rifad U)n W c ( � � cob, (oo. s [] 0m 05 Lr) Lo 1-3 e:H_0 >t— LL 0 8 L m tO L `3: co Z C ( -I- O cv �NH1 CL w DXISiTNG STORM DRAW SOWCTURE------------- :_ p. PROPOSED STORM DRONE & STRUCTURE Li PROPOSED aRe & GUf(ER ---•-----•-•----•-•---- DRAINKGE ROW--- -------------------------------- EXtSi1NG GRADE --------------------------------- PROPOSED GRADE -----•--------------•-•--------- PROPOSED EASEIIEM AREA ----------------------- _ r PROPOSED SILT FM ------•••••----••---------- SF CONSTRUCTION BdROCE . •.•----------•--------_ �� Q RIP RAP CHAI7RC1. U-------------------------- CULVERT KET PROTECTION ....................... CIP SLLT FENCE HE PROTECTION - --------------------- IP Z 0 a. Z a0 0 w Z Z � o � U 0 U) W Y Z W m > ZY = Z U am o8 Z D (n 7 ;Z! � w M N 04 li III O } W M W W H o Cn in o9 Z � t^ 65 r Z Z Y Z� C9 OD o vw rN 4 2004 -PLANNING COUN7 f �_ & DFvrI n,... GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or Implied as necessary for the completed facility ready for use. Unless otherwise noted sccations 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 subsu ace utilities, however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage any utilities.. Any damage shall be thg contrctors resppo0nsibilit�yy. The contractor shall notify all utility companies 12hoursprior to construction. Call Miss Utility 1-800-552-70M . 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 tale 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 offeAe 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. FEDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at .feso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped! for the installation of a new line: a) The Authority shall fumish all labor and material. b) The developer/contractor must:. 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance deportment shall fumish and install all water meters through 2' in size. It is the developers/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority.s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall fumish and install all 5/8', 3/4 and 1' water services. d For all 1 %' and 2' services, the Authority shall make the top and bring the piping to the property line. The contractor shall fumish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 9. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 10. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Irtment of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment ntrol Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules do Regulations. 3. When working on VDOi right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VIOT's work area protection manual. Furl ermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition off) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utiI4. company. It isthe sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT grior to initiation of work. . Contractor shall nosy the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Vir inia ion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall e maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36' cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12. An unusual subsurface conditions encountered during the course of construction shall be immediately brought to the atEention of the engineer and VDOT. Work shall cease in that vicinity until on adequate design can be determined by the engineer and approved by V.D.O.T. 13. All f71 areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. 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 by, AASHT0 T-99 Method A, within plus or minus 27. of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of an entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDDOOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding s'The material and placement. 12 The developer must provide to the local V.D.O.T. 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 provided to the local V.D.O.T. residency office prior to acceptance of the work. Unity and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader: Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 3041 and -10_ A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Smeifrcations (Section 315). Density will be determined using density control strip as 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. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control p. 21. Approval of these plans shall expire three Miears from the date of the approval letter. 22. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. . tF.<:•'y�;-,u x,�`.,., n.+p+ 4P. '-ti",,:�; i":.::.., 1. Y1 M,`.fi^+"_ mvni a `t�""w. +r ."Y�'� . .�NYx.•-lv'1'� `e'...;klX&' ..'iF _->n'+`.¢• rz�S 'ntk'.ki #fi• �� a^a"alu,[ .['W r"+N 'T, L"�'t+�Xetr9+JJk^...#' o drt.-Y � s• ..."G �x�, x?YYv7e'+nN.•J :tiuti'NR$�, u ii°'win ,+,�,`6. f/s ra,�y;?;•'�:ye��'.. :1�.",t x i t � *"i r., X'-.;,uz. i'F"" ../�, i`v" ., �F .... ../,.. r�7b «.i,s: iS „t•e,sy., s' � i;:� " W. a,�'s.' r c LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre All hang 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 RESPONSIBLE LAND DISTURBE NAME- DATE:CERTIFICATION THE RESPONSIBLE LAND DISTURBER 'XWT k5BmPAnK" )2(0 IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET lArDEX n it 1 COINER SHEET 2 SITE DEiVELOPMENT & LANDSCAPING PLAN Apple Pie 3 GRADING & EROSION CONTROL PLAN Hai H � 1` r, C• y Vicinity Map Scale 1 '= 1000' I iffo ,+ a tit 1� 1','E IF a t division of ,T ' n Landscar)e Architects. Virginia 22601 EROSION CONTROL 1. Prior to initiating any land disturbing activity, A 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-construefwn 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 admimistmtor. If the erosion and sediment control measurers hove been installed in occordarice with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be -completed: a) Subdivision shall be stabilized in accordance with the approved gran (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -butt of thr subdivision which contains the following Reiss: 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 subd'niision 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 durin.9 the construction period. 5. All erosion control structures shown or as required during construction stroll 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 disturW areas immediately upon completion of pipe -long 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. H OF onald A. Mislowsky, JrZ 0 CERTIFICATE NO. 0 20 74 P ' 3 0 R i RE PROFESSIONAL THE MARATHON BANK 4095 VALLEY PIKE WINCHESTER, VIRGINIA 22603 ATTN: DONALD UNGER PH. 540-869-6600 1. Fire lanes shall be on all plans or drawings, 9 applicable. 2. fire Ipnes are to be a minimum,;width of 18 feet. 3: Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximotely three (3) inches between Ones shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief'. Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all comers of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet Any other height needs to be approved by the fire Chief. 6. Any existing markings which will be within -the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these tones con be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local low enforcement officers stall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Fry ROV E Q 1 Approved by Frederick County Zoning Administrator 0 Site Pion Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval 8-3-04 - REVISED PER AGENCY COMMENTS - JDS r� r � N/F H.K. BENHAM,111 FREDERICK PIN# 53-A D8. 713 Pt ZONED: E USE: DRAINAGE DE PSCALE 20 40 T) ?O ft. t 1 - TREE LANE O CG 6R .... `_.: T01 REMAIN h / a R moo,. _ IX. TREE TO z z _ PROVIDE TREE 7 _ ow �P f 4II n �01 EX. PAVEMENT.TO RELOCATE BE REMOVED EX. TREE - ) W o . S 03*57 IX. PAVEMENT TO BE REMOVED REMAIN PROTECTION 01 W 316.32 AND CG-6 RIM=809.84 SIR. 1 RIM=809.88 � ENV OUT=805.80 Ij II ICI 00 00 -__.__._...._ coo cn ® _ zz� oOO.V,. o�' EX. 8• WATER MAIN ; , '- 21 "C�G1P : - ......-v .:........ _ i G I ENV=803.00 INV=802:64 ENV=802.54 EX. PROVIDE y. TREE TO REMAIN REPLACE- TREE PROTECTION TREES STORM �� N � EXISTING HEDGE AND DISTURBED DURING PIPE INSTALEA TION _. _ --� �c0 Q o� � o W of �m �rq C.) rn N/F m�� �NNC�A H.K. 8ENHAM,111 TRUSTEE N N FREDERICK MALL PIN # 53D-3-2 D8. 710 PG. 438 ZONED: B-2 z z USE: VACANT cVocvoq OV�1 Storm Inlet Summary Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat 1 - 805.80 -- 809.88 DI-36 8.0 SEE AF0911TS PUMAS FOR DETAILS Culvert Summary OF Blld.DfTIG, FOOINGS, CANOPII', Culvert SUPPORTS &CURB am. From Str To Str Inv. Upper Inv. Lower L(ft) D(in.) S(%) Type 1 EX 805.80 804.59 49 12 2.45 CPP 24• All CPP Culverts to be Grumpler Smooth Core or equivalent CM 810 ri1 800 U� 00 II i W to 4 0 m 00 � 65 O t- oroA � OQ 0011 � J Zo 00 II -� Q co 0; x+p> W+oZ d wot-Z?a-Ot-- STM PROFILE Fk FLOOR ELIEY. 811.45 EX BUILDRG Fk FLOOR 0H. 811.45 PROP INN ADIr M FM. ROM ELEY. 81145 Z. SECTION "A-2" AT BUILDING ADDITION N.T.S. DWNG DRIVE THRU I 9' (SEE AWf EX rS RANS FOR DETAILS) PROP CONC ISLAND 4.0' n" om " VDOT 21 B WELL. COMPACTED SUBGRADE NEW PAVEMENT SECTION Not to Scale 1aN36• EX. WRAI OUS PAVETilM EX CG-6 DL MRI1&fOlS PAVEIrLNT SECTION "A-1" AT DRIVE-THRU N.T.S. ' Ir-n NEW TREE REQUIRED TO SATISFY SP-010-97 Q0APPROVED MAY 9, 1997. PROVIDE 5 ARISTOCRAT PEAR OR EQUIVALENT. 4 FT. MIN. HEIGHT AT PLANTING. o NEW SHRUB REQUIRED TO SATISFY SP-010-97 APPROVED MAY 9, 1997. PROVIDE 13 JAPANESE HOLLY OR EQUIVALENT, 36' MIN. HEIGHT AT PLANTING. + LTTHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' o*a LITHONIA KAD 40OW MH 2-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. �iArd r99!r [Lill• •, t t lfll off ma r• >+� tncrs two RI18 Pi15H e1N tram � txsa= 9 r�L. N om VOM StlOOiH fm ON ALL D FONT 1MIailE M N%M LAID a"XIM PfMrr t>Fim GM " ME 6R✓+Df. MM Di LOff�POLL BOLT � �OF r-- l � r PRDAM M NJ J Roll on TO PPE - t'-t3' li OONCPEiE Gullum am am p st® RPNr Pa' a► TCXW o Pie TES o r'-s' oc t MRIRMFORMOT to IM m 8E N NON-WAM caour NOT To SCALE UGBT POLE FOIIRDA'1gON DMII, PROJECT SUMMARY TAX IDENTIFICATION NUMBER 53-A-52C EXISTING PARCEL AREA 35,407 SQ.FT. DEVELOPED SITE AREA 32,016 SQ.FT. ZONING 82 ADDRESS 1447 N. FREDERICK PIKE CURRENT USE BANK PROPOSED USE BANK DISTURBED AREA 0.40 ACRES EX. BUILDING AREA 2,343 S.F. PROPOSED EXPANSION 1,008 S.F. TOTAL AREA 3,351 S.F. SETBACKS � REE UIRED PROVIDED FRONT 50' 66.74' SIDE 0' 4.02' REAR 0' 134.91' PARKING 5' 5' BUILDING HEIGHT 35' (MAX.) 18'(+/-) TOTAL GROUND FLOOR AREA 3,200 SQ.FT. FAR ALLOWED 1.0 FAR PROVIDED 0.09 PAVEMENT TREES REQUIRED 5 (1/2000 S.F.) PAVEMENT TREES PROVIDED 5 INTERIM TREES REQUIRED 3 (1/10 SP.) INTERIOR TREES PROVIDED 3 PARK REOUI'RED PROVIDED BANK (1/250) 32M SF 13 33 HANDICAP SPACES 2 2 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE CODE: OF THE COUNTY OF FREDERICK 2. ALL LGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHAH. BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 4.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. 5. ALL UTILITIES TO BE PLACED UNDERGROUND 6. HANDICAPPED SPACE AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THIN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 7. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 8. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 30 FT. FROM PROP. UNES. MAX. SIGN HEIGHT= 30'. MAX. SIGN AREA-- 100 S.F. 9. THE OWNER IS RESPONSIBLE FOR THE MAINTENANCE, REPAIR AND REPLACEMENT OF ALL LANDSCAPING MATERIALS, FENCES AND WALLS. 10. NO DUMPSTER IS REQUIRED. THE FACILITY IS SERVED DAILY BY PRIVATE CUSTODIAN CONTRACTOR. SHOULD A DUMPSTER BE REQUIRED IN THE FUTURE IT SHALL_ MEET THE SCREENING REQUIREMENTS OF FREDERICK COUNTY ORDINANCE. PROPOSEDCIM&REVERSEWITEi---------------------- PROPOSSED TRNJSITION CURB & Gtrf1ER - - - - - - - - - - - - - - - - - - - _ PROPOSED STANDARD PAVED AREA (V 216/2' SN 2A) - - - - - _ _ _ _ _ __ PROPOSED CONCRETE AREA --------------------------- PROPOSED GRkSS WA --------------------------- PROPOSED EkSEMENT AM --------------------------- ZO" BOL"M________________________________ ZB UrliffPEDESTALS________________________________ 0 ID E(ISTITG STORM DRAINAGE & STRUCTURE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .- 13 PROPOSED STORM DRA%kGE & S'TRIfCTURE - - - - - - - - - - • - - _ _ _ _ ,- tASWWATERMAII ----------•---•--------------- EXISTING SAN. SEWER AND MANHOLE .. . .................. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o-A TIN OAK 2' CAL 0 6' HIGH AS SHOWN 4 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 4 HETZ HOLLY 36' HEM 3'-0" O.C. 55 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM e OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SQ. 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 SO. FT. Prune codominant leaders Pry rubbing or cross branches DO NOT stake or wrap bunk unless necessary Remove all tags and labels Cut away all baling ropes Remove top of wire basket Y'i�*`- °' -_. b ., •. '`''_'.�''-�`.,E ram':' - � A%' Widen and score hole wall Remove container and cut cirr•.krg Leave sold soil pedestal - do roots if container -grown, or as much not (fig deeper than ball depth burlap as possible I field grown Dig hole 2-3 tines root belt width TREE PLANTER DETAIL :a .... DO NOT prune terminal leader or branch tips V � 0 N •q 1 1111 d - U �Q U) O �Q a)04 U Q N © CC3 >' -c N : � M 0) a J U > T N O U o a) (0 eti W c L (1) ro a o 0 0;�C �L0Lf) -0�� F LL d L 0 • L Q) L _ Z _ u) {- N o q) • CL W Prime narrow Crotch angles afld water spouts Prune broken branches Prune suckers 2"-3' mulch kept away from trunk ,-Sod well to contain water tlrMfENDED backfil soil fartially backfill, water to settle sad, finM bac"ing Area for water drainage 0 Z Z:50. DW oQ gV) W� Z N� y Z W M< W a y Z 0OZ U a:Z SW D Q 0 Of a w N � LL- Z w i N tj t- W Z O �g U 3 W w O pp� ZW ao etV- U ti. I r;^ 4 2004 NNING"R:' H.K. BENHAM,1/1 TRUSTEE 12.3 n II I $11 17 ii.a oo 4 cn FREDERICK MALL / r.>>w. 2 '' TC` EP I / PIN# 53-A-52E ! •2 DB. 713 PG. 34 / 811.79 6 EE / ZONED: B-2 I 814.24 I 811_00 10.91 SF 6 USE: DRAINAGE DETENTION POND ,l 812.6 812.50 811. i 13.s� I , f / sla.sa ._ 0 814.38 TC=EP / ' i 5..--' 81.40 M1 ! / 814.58 ! / 14.2 814.06 812.76 § / g! IP y- 4.70 W , 4 SF M&M EX. 012.7 8 + 81 .15 l \ z 2.15 �10 IPf 1 ,4 STONE CONSTRUCTION ENTRANCE I MIN. EXISTING NT PAVEPIENT I-I�-11 � �1-�1-11-1�..�::r.�r.�r.�<�•�•.�%�<�r•���:.�,..e� :�����r•::.�.�t�.:�::�r.�ri FILTMER 1 / A. 1 0. SIDE A • EXISTING r O I WASHRA' E .101 MIN. - �•c�ra -.r •r•�r�c.•E• �f�!! EXISTM PAVEMENT •1 N•.GNi \N MIN. CMARSE AGGREGATE1 SEMINENT TRAPPING DEVrCE EXTEND 1 • INGRESS 1 >~S e LAN VIEW PE , 3 MIN. � TT.^.TT=,LT••,i1i��i,_I•�i.,r.�ll,rir.�ifr.�rfl•�Ii,� SECTIONFILTER CLOTH 6'-7- •� •^�• I��' ram•'. .�� •^� ."F •ram ,�1 .r` .� REINF[RM CONCRETE MAIN SPAM SECTION• e I� SOURCE: ADAPTED from IN "!rd Standards for Soil wosion and Sfldtme d Card. aid Va. DSNIC 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. am frA FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND iT INTO THE TRENCH. 0-00 FLON 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. GRAVEL CURB INLET SEDIMENT FILTER GRAVEL FlLTERy 12'- 7�t4rw t If W Al 10i l lilll .• = I lllkll�llllll �IIIIIi I • a• SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. q f �: I I .N from 77n7l" I 1ti'.. t I+.!MI M. .Al^11.�. 1" I�L'TWT- 177, V- r m-R-1 ' F 1. lfi i DSWC SILT FENCE CULVERT INLET PROTECTION �- ENDWALL SILT FENCE L TOE of FILL DISTANCE IS 6' MINIMUM iF FLOW LiS TOWARD EMBIWKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5- ;VDOT A3, X357, I5. &56 OR A57 TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HiGH VELOCITY OF FLOW IS EXPECTED PLATE 3.07-6 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC X.g19 ?r PLATE. 3.08-1 ANCHOR POSTS SH U BE MUM Y STEEL V OR rxr THLEER, ti N LENGTH MAX/MUM B FEET r rr USE Yx4• LLN R FOR OW WXW RAZE ORNICE I RAS11C MESH 8* WIRE ANCHOR POSTS WIST BE VTOTO SECR E (,n INSTALLED TO A DEPTH OF FENCE 9OfiDM NO LESS TH NI 1/3 OF THE TOTAL HEGff OF POST NOTES: H ROOT DW4E SHOULD 9E AYOIDFD. 2 DEVICE SHOULD HE WNTMQ TMG M CRH51RlNTM 3 DEdM SHALL BE PLACED AT THE OW LIE OF THE THE DOM TiiEES PRIOR TO ANY LAND DISRIR WE. 4 PROTEC O SHNL BE N PLACE. BLAZE ORANGE PLASTIC MESH FOR TREE PROTECTION NOTES-- 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 7. CONCRETE TO RE CLASS A3 f CAST IN PLACE, 40M PSI r PRECAST. 3. COMBINATION CUPS t CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CUM . CUTTER. 4-FOR USE WITH STAKI7E0 OPEN -GRADED ORApIA(£ LAYSR, ,IE aoi,au OF TiE CURB IV10 CUTTER �u1 BE CONSTRUCIEO P/R1i,LEL TO - SLOPE OT SUBB0.SE COURSES An TO THE DEPTH OF THE PAYEME97. 5. INS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RWAL Hl"AYS AND 45 MP14 OR R LESS N DEVELOPED IRBAR i AJBURDAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. 6" rr rr D D D D D D. D D D D THE BOTTOM OF THE CURB AHD OUT TER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH Or 7" IS LUNTAIrED. THIS AREA MAY BE C iE AT SHE OPTION OF THE C RACTOR 7-11�7 COMBINATION 6" CURB & GUTTER V W4A DEPARTMENT OF TRANSPORTATION 701.03 C ncro* Job* Ckp A31 cost in pkd,4000 PSI it pascal. This ben my be WomM or cod in poet This curb Is to be us•d when dw%n •p*W Is 40 MPH or NMan Ruml hOmp and Now: Qrb Ia•iq a malls of 300 fl or b" 45 MPH or isa In dm"d ~ 0nd Ld•no fad of uxrb)wilt be paid Ibr a re" suburban areas. Orb• %-- °ai• *TT�dplhofcabomb• , '-, 'usIucha3 0inaerrdamotha 3idsrW he WHOM of cab wbl toNelds wm MMt by of a Nmerss of HIM pa•"amd .oewww• thr dsO k to be Was •ha w.No 60Aknsd in No pies bid is to be re• moos kr adsaasss'or on Ncnea in d"W ACCEPTABLE ALTERNATE specrICATM STANDARD, 6" CURB I S VIRGINIA DEPARTMENT ' -502 ar TRANSPORTATION 201.01 � v � o ZO 0 04 v; 2a • U °' " a) N V (a-"r N 0 (7 m O c C) C !n c (b ! M 0) N 4-Q J c�i CD L fn rcj O 06 d (D W c s L 0 moo•, v m o 0 COL0 u) 3 CH 'S H u. i i �� en ui Q- t;) •L o v _) o 0) • CL w HXISM STORM DRANULE & STRUCTURE ------------- - ® . PROPOSED STORM DRA WCE & STRUCTURE - - - - - - - - - -- - PROPOSED WE & GUTTER •--•--_----•---------.- DRAH*M FLIX ----------------------------------- D(m GRADE -------------------•----•-------- PROPOSED W- ---------••••------------------- PROPM EASEINENT AREA -------------•--••--_-- PROPOSED SIT FENCE --•-•------•---•----------- SF CONSTRUCT{ON ENTWWCE --••-•------••--•• •--- F"_ Q. MP IVY I.FiM#R LAM CUtvW KET PROTECTION ---------------------•- CIP SET FM INLET PROTECTION ----••-•••------------ IP Z :5 0 CL Z a O 0 0 r. Z Z no � U 0 0 ul Y Z Q W m 0 Z 0U O Z W = Z o 8a Li. W r I i V W /O/y .i 0- O N N LL. w t1I O Z D W WW J W F N U) U) 0 O C7 Z O L r T Z Z Y Z8 C9 0 0 �N FRr_GOUNTY PLANNING & GEVEIO"