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HomeMy WebLinkAbout41-05 First Bank - Sherando - Bank - Opequon - Backfile (2)r;P Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street Winchester, Virginia 22601 PH R+A T 540.667.2139 F 540.665.0493 To: Organization/Company: From: Date: Project Name/Subject: PHR+A Project file Number: cc Candice Perkins Frederick Count Ron MislowskyRV"-' May 11, 2006 0 First Bank - Sherando Towne Centre Dennis Dysart We've revised the plan to show the location of a yard hydrant which has been installed. If you have questions, please give me a call. M AY � 2 210 u Memorandum FOR PAR ING LOT AN WATER LINE PLANS D.B. 887, PG. 9Q0 I II I�0 SLOPE &DRAINAGE ESMT. SEE: SHERkNDO TO E CENTRE �LA�� 5 DATED: N BER 9, 2004 j I I EX. SAN. SEWER EASEMENT L N/F N/F LOT 4 STC LOT 7 STC 42 770 SF � ' ►! � 35, 912 SF EX. WATERMAIN � PROVIDE RI M= 755.57 1-22."5' ELBOW IN V. OUT=747.12 I " I ; ,, 1-8 x6 REDUC j �; 1 I I 1 `� SIGN ESMT fN 20" WATER I ' I I, g" PVC DR21 WAB E7M\ N: 11 I I I 17A % STOP SIGN 17A RAIN A EE NT 9 L� C19 j 17 .o� ASEM �j l 1 _ 20 G� --4- 19 I I I _ I" WATER SERVICE _ �f II 518 WATER METER If I YARD HYDRANT 4 SPIACES I 20' WA TfR EA MEN T I _5T -17 7 T d 7 pFp s- FIRE LANE N /F ' 1 i �9 j� �' CC ASS L NE 1-FH ASSEMBLY 1 f� - �' 42, 593 SF , �- 1�.0 F". no c'^ ---PROP DUMPSTER PAD 42 x27 ' '"' ��' W1 SCREENING WALL ' f 0 1 M CANOPY B' - STANDING &OPAQUE GATE. LOT 6 STC f 1 (14' CLEAR) CE PROM I _ l f N � 4" SEWER !A7 /F 0 1 NO LEFT C Q x ,� f PROVIDE 4 k ' TURN CO o a - REDUCER LOT 2 STC i urrn 4= Fam83,921 SF CO At ' 1 t ;�CO T" L 4,06J S.F BANK _ scrod I I f 1 fa w _ Q Cn Q U ELEV. -756 5 I $ PROPOSED 5' PEDE ENT p 1 ... .. ccn •-s2oo I , 0 C01111111 I f + NO RIGHT TURN 50' 1 ' f s� a `' " CONN. TO EX. SEWER .0' 8.0' 8.0' i5 R o CO REQ'D. t C.e- -DO NOT ENTER � f w C tr) 00 (� n ALL OFFSITE IMPROVEMENTS PER SHERANDO TOME CENTRE LOT 5 PLANS DATED: NOVEMBER 9, 2004 SHERANDO TOWNE CENTRE IS SUBJECT TO GLOBAL SHARED PARKING AND ACCESS EASEMENTS ALL ROOF DRAINS TO BE 8" PVC SDR 35. CONTRACTOR TO INSTALL .AT 1% MINIMUM SLOPE AND PROVIDE 24" MINIMUM COVER IN PAVEMENT AREAS. SIGN ESM'T ENTRANCE LY- ---' �A �1 L SIG GE� TRAFFIC SIGNAL VL T. 1 45A _ g I _. \� I EASEMENT f ' ` �``�i 2 ..., , J` 'o �#`��;�{` 50... C50 _ ---- I J / 57, 994 SF q o _ 10' SLOPE &DRAINAGE ESMT. f 1 Ex. R FT � - :. � SIDEWAL ' �' Ex R/w J D.B. 887, PG. 904 Al� f _ 5. : •, . ` _ -_. / !ll 1 A. :.^ ' ' � ::, NO EXIT (PORTION VACATED) \ � 'RA F y POLE MOUNTED ('n SIGNAGE SIGNS INSTALLED PER s GtK Ex R W AF. T-_HANDW PARt�1NG --- 44 \ 43 /� 'C, � - (, WP --� \ _ ----� VL T / IX. TRAFFIC POLE &_ - - - / VAULT RELOCATED �` SECTION 36-99.11.- 50.6 BEHIND CURB WITH ' _ TR F a1: �- T 0 fry Culvert Summary SHERANDO TOWNE (TWO REQUIRED _ _ (a _ _ _ _ _ _ _ 2O' SANITARY SEWER ESMT. / CENTRE LOL_5_SITE Gas - - Gas -VL ' �` `- -� D.B. 791, PG. 822 - - - - - - - -- - - ------- LAN DAZED: _ � � - � - RI O RIVE � - -!L NOVEMBER 9, 2004 I I� FAIRFAX PIKE - 4-- 1272 TPD ON LOT 5 Bc-- 19-SL9RE DIRAINA-GE �sMT -R�E _ _ ( f= _- ®'- - D.B. 887, PG. 900 %� - - 45 M.P.H. j- - C5----- - �D R/W VARIES FOR RTE 277 ROAD IMPROVEMENTS SEE: SHERANDO-TOWNE CENTRE -LOT IPLANS- - - -�" _---- z RIM=752.30 EXIST. SAN. SEWER MH DATED: NOVEMBER 9, 2004 IV. IN= 743. 02 44M= 5 . 9- N_ W 1 - - - INV. IN=742.14- INV OUT=742.77 INV IN--742 0 (b) Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 16 745.94 744.70 124 18 1.00 CPP 17 746.65 746.14 50 18 1.01 CPP 17A 747.79 746.75 115 18 0.90 CPP 17B 748.15 747.89 29 18 0.89 CPP 17C 748.54 748.25 29 15 1.00 CPP 45 749.40 749.21 18 15 1.04 CPP 45A 750.52 749.60 92 15 1,00 CPP 50 747.84 747.50 34 18 1.00 CPP 50A 749.22 748.04 118 15 1.00 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT, UNDERGROUND TELEPHONE TM 86-A-104 CLARENCE AND NORMA LUCAS / ZONED: RA / USE: RESIDENTIAL INV. OUT=742 00 / TM 86-A-117A TM 86-A-105 / GREGORY A. BUTCHER / TM 86-A-10E PAUL V. FUNK INST. #030019055 / GREGORY A. BUTC D.B. 720 PG. 563 ZONED: RA INST. #0300190.` ZONED: RA USE: RESIDENTIAL ZONED: RA USE: RESIDENTIAL USE: RESIDENTIA / Storm Inlet Summary Ci 4Pf�/CSCWF Str. No. Inv. In Inv. Out Top Elv. Type Throat J0 15 0 30 60 16 746.14 745.94 753.90 DI-3B 8 17 746.75 746.65 753.00 DI-1 - ( IN FEET 17A 747.89 747.79 754.30 DI-3B 6 1 inch = 3O ft. 17B 748.25 748.15 754.00 DI-1 - 9 { 17C - 748.54 755.05 DI-3B 6 L5' Sru-12.5A I 45 749.60 749.40 752.65 DI-1 - 6' 21-B d �. 4" CONCRETE 45A - 750.52 755.65 DI-3C 6 2" STONE BASE 50 748.04 747.84 752.95 DI-313 8 WALKING/ BIKING TRAIL 50A - 749.22 754.10 DI-3C 8 MPM WINAM N.T.S. 1.5" SM 12.5A 3" BM25.0 - 8" VDOT 21B i- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale 1B ;OMPACTEO SUBGRADE STANDARD PAVEMENT SECTION Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER PART OF 86-((A))-102 EXISTING PARCEL AREA 1.33 ACRES DEVELOPED PARCEL AREA 1.33 ACRES ZONING 82 ADDRESS FAIRFAX PIKE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.5 ACRES SETBACKS REQUIRED PROVIDED FRONT (US Route 277) 50' 66'+ CORNER SIDE 35' 75'+ SIDE 62'+ REAR 159'+ PARKING 5' 9' BUILDING HEIGHT 35' (MAX.) 32'(+/-) GROUND FLOOR AREA 4,063 SQ.FT. NUMBER OF STORIES 1 FAR ALLOWED 1 FAR PROVIDED 0.07 MINIMUM LANDSCAPED AREA 0.20 AC. (15%) LANDSCAPED AREA PROVIDED 0.45 AC. (33.9%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250) 17 28 HANDICAP SPACES 2 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 0 30 PARKING LANDSCAPING PAVEMENT AREA 31,087 S.F. PAVEMENT TREES REQUIRED 15.5 @ 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 16 INTERIOR TREES REQUIRED 3 (01/10 SP.) INTERIOR TREES PROVIDED 3 TOTAL TREES REQUIRED 18.5 TOTAL TREES PROVIDED 19 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. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1,50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304 OF THE INTERMATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLYTO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12. TEMPORARY BUILDING ADDRESS SHALL BE POSTED UPON INITIATION OF CONSTRUCTION. TRIP GENERATION ITE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 1077 T.P.D. USE CODE: 912 FIRE L.ANBS Fire Lane markings and signoge is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER�.�� PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) PROPOSED HEAVY DUTY PAVED N%8' 216/3' BM-25.0/1.5' SM-12.5A)- „r PROPOSED CONCRETE AREA . PROPOSED GRASS AREA PROPOSED EASEMENT AREA - ZONING BOUNDARY - ZB MLTTY PEDESTALS a o EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN • W! EXISTING WATER MN " ------ - PROPOSED RRE HYDRANT - PROPOSED GATE VALVE & BOX ►l ---4 W I -- DOING SAN. SEWER AND MANHOLEi-- PROPOSED UNDERGROUND ELECTRIC SERVICE UGT i PROPOSED UNDERGROUND 111EPHONE MICE TELI PROPOSED CAS SERVICE �GAS! G 1 N I A L/4J�J \� �c p J t� _ , Q o owe frow 0 Q(D -Vz = Up L0WU' V) �' d Fi-0o co wow w W �[ lL a U %J o 11�Of C _nnoo _"r/ U) d .Q> • r-+ m c V •� U) O `° Q o a' T N 0 a N v7 � CC3 N � 0) c N Q J T-0 N O d L h n N N CD (O 0:� ''+ c w � v vim• > c c a7 LO 14 LL V Zo • L N c� L) + O c • r..� O. w W w J I- F= W W Y V Z C9 Z oIx Q W m Z 3 Oo o V! Z jx +0 = W - QEl 0 U O E W o L w 0 IL 0 0 o W \ to N I- L0 o Zw O � N Pii LL_ w O z FC-- �10 W �- o w Z " :2-N Q z ME w w f- ca o 2:0 w J w z a- U) C 0 o LLIw (n w 0 U p zz M 0 of w O 0 0 Q U 0 e� z o 0 0 z \e zN T w � i J M 0 0 U L� t-&N;4ArrAe4 tulofit,MU5 ,H 0 LA4 HIE BLLJ t RIVGt L A OSS C A 13 E INNJ D 0.-1 172 1 Irtilriden Dwe - Winche-�¢cf,,-,,,j (540) Vq,(X)w - f,-al 040) 678-8f�q 113 RIG GLJUV Llexp(E SM&N40-TrM ekJOtAYMUS u , --49K kN o4yr 007, ro = es .: >wA,"k �40L i.,Y IZ— C- L y- Q tid A�, l$ RfG t✓Luj� Lit -LOPE Fl RST BANK ,SHERAi\4 k'DO TOWN CENTE BLUE RIDGE L A N D!OSS C A P E tic r) F S I C N, I N C. 172 1 Irnh-iden fir wc- • Winc•heger, VA 22603 t.540a VA9—(X)CA •Fax (540) 67$-$819 E)NTE: fr12-110 10 LI TTtj9 &NN%'r &oe wIlf p c GN Mrs: CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other Improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibilityy. 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. I adhere to the permit k and shall faithful ad e II permits required of this war a 5. Contractor to obtain at his expense,a P q Y P conditions imposed. , i Contractor's responsibility. w erformed offsite s the r confined the project area. An ark II grading for improvements to be con I ed to e 6 A n 9 9 P P1 Y P 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 www.fcsa-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 furnish all labor and material. b) The developer/contractor must: 1. make application and pay deposit 2. mark the top 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/contractor's 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 furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. 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. 11. 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 V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. 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 Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtoines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. Site Plan irs I I: i ;I I I" I: 1, 4 � I , II I I' I I I' I i, I II I�i II : i I I II �II III I I I I. 1 i, I. 1 i� I I ! �I. I I i I i I I;II I' i ;I I I i I ��CIiI I I I i is I i I I. IIIIIbUu I a I.gll , I I I I,�; ►ILL: I •3"' i I I„ 1 II I, I I i I I I I I z i I I h ....I III I, i I i t I I I Y t I' I I I, h h I� I �i fI I I II I 1 I I •:I :,III .Ill,lle� I I I ,il Pc I I I I I' I. I I �i I I ,i k I. I I I I ( , f I I I I I 1 ff I 1 I: 01--w--mon lWagisterial District Frederick County, Virginia ProPv-%osed Use,,- Commercial V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or (minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VOOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. in accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Vicinity Map Scale 1 "= 1000' JUKE 1 , 2005 Owner/Developer: First Bank 112 West . King Street Strasburg, Virginia 22657 (540) 465-6134 P.O.C. Dennis A. Dysart, EVP LOCAL UTILITIES Frederick 1 Sanitation P. 1 Box Winchester, Virginia 61 6806P.O.C.o Alleghany Power 3463 Valley Pike Winchesters Virginia (540) 722-5852 VeriZon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667 0364 P.O.C. Brent Liles Shenandoah a P. 1 1! Virginia {869-1111 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. EROSION CONTROL ,@, 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. 3. 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. Ali 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. 'AL iT- PN_A: APPROVED ED Approved by Frederick County Zoning Administrator Plan Approval Valid for 5 Years From Date Shown Hence Date Profu 5 jam. umber , - • FOR PARKING LOT AND WATER LINE PLANS f 1 f 10 SLOPE &DRAINAGE ESMT. i D.B. 887, PG. 900 SEE: SHERANDO TO E CENTREQT 5 PLATS ;y? I I 1 DATED: NOVEMIBER 9, 2004 ,} ( j 'f EX. SAN. SEWER EASEMENT t1 I + I i l " N/F I I! i! I N F I� aLOT 4 STC ,/ LOT 7 STC i 35 91 770 SF 2 SF T /i I EX. WATERMAIN PROVIDE RIM=755.57 1-22.5' ELBOW 1NV. OUT=747.12 l _- _"-`� I ; ` 1-8 x6" REDUC S i - z ' � ter• � � ! � /% j �� 20" WATER ' . j� !!!!I _Ie�i i T MAIN _ 8 PVC DR21 W, I 17A �ti C 17A 17 , f I- - '1 AINAGE �v -o . II' j ASEMENC19T 11-2 _ �� 3� N- s j If.0z ,. 1 j 1 i 1" WATER $ERViCE " 1 ,. i , 5/8" WATER METER w t , t rt; ' 17 1 � 4 SRACESI - --. r- I { 120' WATER I i C� lEAS�MENT i -r 13 ' t FIRE LANE {' i it � 1� j �� i l� N /F i' r' %r l t �. '' 2 CG-6 Ass LANE 1-FH ASSEMBLY I 1 /` 42,593 SF ' i i I - �� '' i � �� i' ; f•- ,l ; i ' , ; m `� , � � � ' ���� �,PROP DUMPSTER PAD `0 Rol � W/ SCREENING WALL LOT 6 STC & OPAQUE GATE i3Et) it ER i j N F LOT STC 839921 SF H , I 62.00 � 50 f� 1 �r p t j J � ems.. J t•-1 1 �i' j ' v +.,�i ,' ,.__ ''..i i 4 l `h r8.00, a CO j z a 4,063 I ; j S.F. BAIV u 9.0' 1 w q f"" I - I tp 5'iFry., E 4 ;f^ p d F.F. ELEV =7565 11 c!) CO r r 211 i� LC) 1 �i i jj t i g1 G o { Lr) (6 tri PROPOSED 5 PEDES w u _� ENT Q i r Q � cl: J' r °' -00` C011 FT.: SIDEWALK. • - s r i'� 1$ « 50' R.R_L, -- t -- -- -- - -- _- NO RIGHT TURN vo CONN. TO EX. SEWER 810' 8.0' R CO REQ'D. DO NOT ENTER I` ALL OFFSITE IMPROVEMENTS PER SHERANDO TOWNE CENTRE LOT 5 PILANS DATED: NOVEMBER 9, 2004 SHERANDO TOWNE CENTRE IS SUBJECT TO GLOBAL SHARED PARKING AND ACCESS EASEMENTS 1 �� t t ® ( ��T ENIRANC� (�J Y-_Jr A L TRAFFIC SIGNAL VL T. 1 i t ' 1' 45A EASEMENT , r H i f ` ' �- ` - - 45 '' 7, 994 _ a - I 5o c5o _f T� .......... if SF 10' SLOPE & DRAINAGE ESMT. !i l` l ' r EX. R WALK{ 1 _ ? _ / �__Ex. R/W D.B. 887, 887, PG. 904 jl%% ., I i t ; c� NO � -�.�� `,V :5 �ti -SIDE � � �� (PORTION VACATED) i , I ! t I T (I 1 t r 7 P N cn SIGN"A GE OLE MOU TED �� EX. R W / AF. i T �r ` ---- -HANDICAP PARKING 4.3 v, �7✓�' I j, i /` / �,'_ ` • I R�1 F V ��?SIGNS INSTALLED PER �7 VLiT _ - =- �� SECTION 36-99.11. ��- 71 _ (1W0 REQUIRED -- �TRAF 20' SANITARY SEWER ESMT._ -- ------ -- -- - --- r L,o.s --;-- --- - ------------- - -- -AF -- D.B. 791, PG. 822- - - 1-_------- - - - -_. - - - l -- - -- - r T: TC AIR I 0 DRIVE FAIRFAX PIKE 1272 TPQ ON LOT 5 -- --- ~ SLOP- &--DRAINAGE ESMT._ D.B. 887, PG. 900 --- -- -- - - - - - - :_ _ - - i ( 0r - - - R/W VARIES ij WF- W 1 INV IN= 743. 02 IN OUT=742.77 T. :-F Culvert Summary Culvert Inv. In Inv. Out L(ft) D(irl S(%) Type 16 745.94 744.70 124 18 1.00 CPP 17 746.65 746.14 50 18 1.01 CPP 17A 747.79 746.75 115 18 0.90 CPP 17B 748.15 747.89 29 18 0.89 CPP 17C 748.54 748.25 29 15 1.00 CPP 45 749AO 749.21 18 15 1.04 CPP 45A 750.52 749.60 92 15 1.00 CPP 50 747.84 747.50 34 18 1.00 CPP 50A 749.22 748.04 118 15 1.00 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. UNDER GROUND 1 tLE1'NOtdE TM 86-A-104 CLARENCE AND NORMA LUCAS t ZONED: RA USE: RESIDENTIAL r ti rr 7 / Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type Throat 16 746.14 745.94 753.90 DI-313 8 17 746.75 746.65 753.00 DI-1 - 17A 747.89 747.79 754.30 DI-3B 6 17B 748.25 748.15 754.00 DI-1 - 17C - 748.54 755.05 DI-3B 6 45 749.60 749.40 752.65 DI-1 - 45A - 750.52 755.65 DI-3C 6 50 748.04 747.84 752.95 DI-38 8 50A - 749.22 754.10 DI-3C 8 GRAPH/CSCALE 30 15 0 30 60 ( 1N FEET 1 inch = 30 ft. TM 86-A-105 PAUL V. FUNK D.B. 720 PG. 563 ZONED: RA USE: RESIDENTIAL CONCRETE EXIST. SAN. SEWER MH -RIM=752:,39-- -1-- INV. IN=742.14(6) INV. IN= 742.04(b) INV. OUT=742f'00 , / f i 1 l r t FOR RTE 277 ROAD IMPROVEMENTS - - - SEE, SHERANDO-TOWNE CENTRE --LOT _5_PLANS__- DATED: NOVEMBER 9, 2004 it TM 86-A-117A GREGORY A. BUTCHER INST. #030019055 ZONED: R A USE: RESIDENTIAL 1.5" SM 12.5A 3" BM25.0 - 8" VDOT 21B WELL COMPACTED SUBGRADE r 1 f f t i r! r i 1 III I" ( k1,1n CA TM 86-A-10E GREGORY A. BUTC INST. #0300190: ZONED: RA USE: RESIDENTIA 1B ;OMPACTED SUBGRADE HEAVY PAVEMENT SECTION STANDARD PAVEMENT SECTION Not to Scale Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER EXISTING PARCEL AREA DEVELOPED PARCEL AREA w,rury ADDRESS CURRENT USE PROPOSED USE DISTURBED AREA SETBACKS RED REQUIRE FRONT (US Route 277) 50 CORNER SIDE 35' SIDE 10' REAR 25' PARKING 5' BUILDING HEIGHT 35' (MAX.) GROUND FLOOR AREA NUMBER OF STORIES FAR ALLOWED FAR PROVIDED MINIMUM LANDSCAPED AREA LANDSCAPED AREA PROVIDED PARKING STANDARD SPACES (1/250) HANDICAP SPACES LOADING SPACES TOTAL SPACES PROVIDED PARKING LANDSCAPING PAVEMENT AREA - PAVEMENT TREES REQUIRED PAVEMENT TREES PROVIDED INTERIOR TREES REQUIRED - INTERIOR TREES PROVIDED - TOTAL TREES REQUIRED - TOTAL TREES PROVIDED -- REQUIRED 12 0 - PART OF 86-((A))-102 - 1.33 ACRES - 1.33 ACRES - B2 -- FAIRFAX PIKE - VACANT - BANK -1.5 ACRES PROVIDED 66'+ 75'+ 62'+ 159'+ 32'(+/-) - 4,063 SQ.FT. -1 - 1 - 0.07 - 0.20 AC. (15%) - 0.45 AC. (33.9%) PROVIDED 28 30 31,087 S.F. 15.5 0 112000 % FT. 16 3 (@1/10 SP.) 3 1&5 19 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, ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTON 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304, USE B(BUSINESS) AND 311, USED S(STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE TAHT APPLIES IS CABO A117.1092, ACCESSIBLE AND USABLE BUILDING FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE, (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. TRIP GENERATION ME, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 1077 T.P.D. USE CODE: 912 LANeS Fire Lone markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency gency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSFn STANDARD PAVED AREA (8- 216/2' SM 12.5A) - � PROPOSED HEAVY DUTY PAVED AREA(8' 2113/3' BM-25.0/1.5° SM-12.5A)• - PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA . ZONING BOUNDARY • ZL? UTILITY PEDESTALS • TT M EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN • s rT EXISTING WATER MAIN _ PROPOSED FIRE HYDRANT - PROPOSED GATE VALVE & BOX a t-- EXISTING SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE - UGT PROPOSED UNDERGROUND TELEPHONE SERVICE TEL' PROPOSED GAS SERVICE . !l W T -j Lai 4 Q �o oZwwmZo wC, 0 o N L N'W�0CK�WCn LLJ W a- tzCo� o °ww U +� ii C) N CC3 v� - 10 • m -L_ U w L U) Q ; o Zip N Q 0 N RS cC3 U) '� C: ° 88 Q 0 ca U> _ m rn J U N O O d A r-1 Cp . CD �.✓ c o ... N ca cn a) to o co 0 O Ln N C W U It d- 0 ~ F- LL U .L ca -+- O C ` (. w LU J U w 3 0 w Uj F- W U W z Z o� Q W Z � 0 0 W ]C 6.L 0 W Cr W 0 0 Z U) T +Z N LLJ t� z w I- < 0 cUn z 0 z 0 Ld y CO in Q w Z W Z 0 U L0I 0 1 Vi L w cn I_ O z� O Cad � 2 O I o cri zC4 Lij .- _J L.L_ r i , v t { I i i � �, II I ,, ,V' I' t\ rY` i ` 11s I : I i _ i I Lti ij € { i it irh t<' f 1 < ,�(J M 00 t o I ; i r ( , ti , / b ' � ,r _, } ': 1 r y.' 6 ° I � t j - _ oo__..._...-_"•____._,__...,.....-_,___.-._-__... _,..._ - ,.-,+..i)1 f-_.._........... ...... ..... . �,./�..f _,-.._._.. (J)� Z A y ifff 1 t 'i A I yr i L.K 7 ry ? `ems ___.....-.....-., ^i_t'•I 2iai'/'�'� ,......_... r.....- ................Y....,.__ J , f / _... , f <A , � :s hut" ,; ; i' S � Fk"ar�.�`� �� •-------•__�...._ ... -.. .t... _....�__. "-_ - `__ '---`. ._ J ...� %� i t � ' ( { 1 ; >„ Inez ,z ` - Q ; WATER ESM' I y,4 . Kh !y\ _ `a ,1( yr �' - L,.;y '., .r 1 _... - -"�cS. Y, 1F, .e '..�?• . .. f,G_ f :3 0 r� 'wv , T 00 C 17A ' 755. A _. w 25 f; TOP i 5 35 _ IP -`fA ALL SPOT ELEVATIONS SHOWN ARE TOP 156.35 80 OF CURB UNLESS NOTED i I 4.00 : ' CONSTRUCTION ENTRANCE MAY BE ®...... N ' } Ix �_ �P TOP RELOCATED PER VDOT DIRECTION TO r .>e MATCH SITE CONDITIONS AT TIME OF __ CE CONSTRUCTION - t755.65 755.00 _ IP 1 , ' 54 0 i w N F 17 755.75 756.25" - L { ;. rq' 5.25Y' F 55.40 } N 55.15 £j,:-17 755.20 PVM'T f 2% MAX CROSS SLOPE ALLOWED AT t , ;5 99{� � p H.C. ACCESSIBLE SPACES. krf f 55.80 IL j' ' o`�C ? ice...•..:' Ll. .... r f l 755.32 755.58 �. , ��0- �� a t + T(PIP _ 55.655 g� 754.95 ; z 55.15 754 ` F, 7o J 0 0 4, 63 S. BAD„ 1 a x'756.506.35 rn W ' a ". LEV 756. 5 I N / ' o Q ! s 6. v `a ; 0 U x LL a- ie , A f , LC� I Y rLIJ 4.80 ) 2411 Ir I s 1 a r / , t , t V) 5 8 .00 754, i r I i t '7 0 F r 5 f FT. SIDE 65 756.00 756.00 755.E 5 0_- 755.40 POND A 55.70 G I ; j J r ! { t } w5 / , ' 75 0 IP I vk 75 0, � IP is 54 50 7 � 3P :fJ. - 55 0055.45 y , 752.80 - - 7 : IN IP.Ito 0 5 SIDEWALK - . F y - k -41 t t SF SF -- xO J r l s. x, { ^-1 I s , r �.r �- J r ED T__,._._ C/�APH/(SCALE ,30 15 0 30 60 1N FEET % 1 inch = 30 ft. Ala i�rlrs�.� EXISTING STORM DRANAGE & STRUCTURE - PROPOSED STORM DRAINAGE & STRUCTURE ' PROPOSED CURB & GUTTER .......... DRAME FLOW • . • . • ..... ..... E%ISDNG..GRADE ................ _ > PROPOSED GRADE .............. PROPOSED EASEMENT AREA. - ........ PROPOSED `SILT -FENCE ........... SF SFpy-, INLET PROTECTION . .. ..... El/ LIMITS OF D19URRO CE ...... LOD DRAINAGE` DMDE............. ■••••••-••••■ STONE CONSTRUCTION ENTRANCE GROUND 70' MIN. EXISTING PAVEMENT I AI 3 1 1 FILTER CLOTH'S 6" MIN. I pI MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 70' MIN. B t•/ASHRACK I- REQUIRED VDOT #1 � I � POSITIVE DRAINAGE COURSE AGGREGATE D TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH AND EGRESS PLAN VIEW OPERATIONS REINFLn SECTION A -A SECTION B-B EXISTING PAVEMENT 10' MIN. UKR11Y J/'Rl,t SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC SILT FENCE CULVERT INLET PROTECTION �- ENDWALL ROCK CHECK DAM REQ'D L TOE OF FILL DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW REQUIRED STONE COMDINATION FLOW •VDOT #3, #357, #5, #56 OR !#57 I VAKZ�L Al UKLUAIL TO REPLACE SILT FENCE IN 'HORSESHOE WHENI HIGH VELOCITY OF FLOW IS EXPECTED Plate 3.02-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DS'WC SOURCE: VA. DSWC PLATE. 3.07-3 2.5' CLASS I RIPRAP PLATE. 3.08-1 BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN ------ RUNOFF OVERFLOW WATER WITH SEDIMENT SEDIMENT WIRE SCREEN J 2" X 4` WOOD STUD FILTERED WATER Tn- CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC CONSTRUCTION OF A SIL T T FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW I {{I �TI 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIATE, 3.05- ber"od & 1'Tant PLATE 3.07-8 Z O _- V) w 0 dJW Z� W 0uJ O DW (UO1 dO3 c(LdJQnnL zoLLLJ bi orf a O o 41 �wW0 W O W W U Y W -z Q W Z O V Y Z O w �ry 01 w U. CL W O U) Z O Q L O N O I_L_ Z w � W W J Lu W Li M Q U = w a w U) O (D z K) O F- (p O z z o Y z 0) Cf)Q LU � M W [if_ i 1 l ; ��t J IJl �� 1 �� r, Ik J r 1 r �)1 I)r )r , 'Z I %q 11 � •j i 1 t4-) CO Z -- - - 10-SL0PE_ &-DRAINAGE ESMT._—_ ---- ------ C D.B. 887, PG. 900 ROUTE __2.7�__-- .-._-- SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE - TIES 0 1'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF j CURB I I 8' GALVANIZED GROUT ROD. BOND TO POL 13 STEEL REINFORCE TIES @ l'-6' O.C. 14 STEEL REINFORCE BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. l'-8' 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6" BELOW GRADE TO PANEL. 40TE: kLL UNDERGROUND WIRING 1`0 BE IN NON—METAWC CONDUIT t'-8" NOT TO SCALE LIGHT POKE FOUNDATION DETAIL LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' o& LITHONIA KAD 40OW MH 3-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. 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 Remove container and cut circling roots if container —grown, or as much burlap as possible if field grown f Leave solid soil pedestal — do not dig deeper than ball depth Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale _ 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 Partially backfill, water to Qom, settle soil, finish backfilling Area for water drainage ALL PLANTINGS SHALL CONFORM WITH 165-36C OF THE FREDERICK COUNTY ZONING ORDINANCE. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per cc. (May through September) 60 lb. Annual Rye per cc. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE BOTANICAL COMMON NAME S/ZE SPACING OUANT17Y ACER RUBRUM RED MAPLE 2" CAL. © 6 " HIGH AS SHOWN 10 OUERCUS PALUSTR/S PIN OAK 2" CAL. @ 6" HIGH AS SHOWN 9 ILEX CRENATA "HETZ//" HETZ HOLLY 3 GAL, CONTAINER 3' ON CENTER 27 INKBERRY 18 " HEIGHT AS SHOWN 6 CUPRESSOCYPAR/S X LEYLAND/ LEYLAND CYPRESS 48" HEIGHT AS SHOWN 11 G,�4.4PHICSCALE UJI o 30 15 0 30 60 09 Q IN FEET 1 inch = 30 ft. 0 Z O F-- 0- rY U w 0 D I � v ZZ 0Qowe W0WwowO V)bi0 �Q NO Cn (41� Ld 0WLdof LL o a`�°wwo� _ U �,} U N LV N •U U) +� L o MQ �o N 2D N 0- N G7 ca c � M 00) Q? a c�i 7 cv o d a) r'- )c7 o co (0 U) LO a? (D o Q) ns v O N N c W d fit -may- � a LO W 4-� CU F- LL L � 0 • L � co i m + (U O m r-I tp C y,� h 0. Ld Y Z Q m F V) 0 w D 0 a. W 9 U W Z 3 0 W U) v:5 �z _ c5 O ce. w M C9 U Y O W Cyr W 0- O LO to Z O O O N M Q LL_ O W `- Z w Z Ld f— > w CK � Q ran 0 Lvn r=n 0 w z z Y 0 0 _ Z w Of 0 0 0 J zM O I- N Q� U O 0 zN _M LL flnfshed race R cast iron Cleanout cap with brass plug must be 8• from the top of the screw type adjustable box square concrete skid pad 20'x 207k G deep cast iron cleanout cap with brass QpQ VALCO, Inc plug havirQ a countersunk square Fig. No. 71 BOB head Panetta MOM PA4SV-CSK (47 with lid marked SEWER' SOB 21 - aeanout pipe bottom section of box brick base SOB 35 Spigot by tKtiSDR21 � SDR35 y ^.' gasketed ;y adapter gaskeled bell wye :. . - `bell �; ..:::= . sac to y (see rate) c i .SDR 35 gasketed !- sewer main �,,,,,,. _�:r. ;,;-' bell 45" bend �- 6'stone beddrrg NOTE :t top of sewer main is greater than 19 deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 gener,,� backfill general baekfiA (see note) (see note} it _ _- 8• _ to =- -- concrete 24' select backfill 24• setea backfill (see note) ) (Se0 note) O.D. O.D. 1/2 O.D. 6• � stone stone STANDARD CONCRETE ARCH general backfill gtHrmeral bac)cfill _ (See fate) _ (See note µcc;-. --' 'OLD. Si 24' select backfill 24• select backfill (see rate) (see note) stone r O.D. 1/2 O.D. ; '• - d L_6. 6• concrete concrete CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 concrete pad 1'-6' sq. % 6' deep 4'stone screw type ad)ustable valve box 36• min. location marker stone valve megalUggE?d alugs to main x'�ry3 .;v megalu9 • .•: (�,.. >p .t �,,yy. f trust btockm 16• to 24• 8'x 8•x 16'solid block (for valves IT and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 O EmOtNrSO11 JOINTJ-fp• tRM{TM COS R MCI BAOr OF SIDEWLK 't E JOINT - �r� a � BARS a• r L' W Mrs F am A •NOTE 5 D a" Ft" FACE OF Cum CRACK PLAN SECTION A -A O'MAR. NEYEDNEYED COAST. JOINT laH'.A •YAiIARLE - MAX. 20 -'-�1 GUTTER Ir r r (W•B �� A bJTT 3 _ _.._._..__- ' ' - - ----- A 6.. aM5 E BARS E 6.-9 IRKS E •r OIA E"A BARS 0 WEEP HOLE FRONT ELEVATION SARS F r• - _ _ (HIJrTOR REMOVED) ' $%Y.'tr/1T PLATE SECTION 8-BLi /(' g TYPE A M9C OLTIE 9GLL BE 1S5C0 WITH C0-3 6 CG-T STNOMDS ;-.�� LfJi.YAI6R0�/_ TYPE B NUSC OCTAL SHALL OL USED WITH CG-2 STADADL ' TYPE A •TYPED Yi X Y STUD 9CAt OI)A[GTOR sil.OED CALYAVND HATE FOR IVPC A TO BE DENT ON AN ANGLE OF 6M37 To NKtE NOR AT 7C-C. CONNECTORS 00 IS TO BE ANCHORED WFTN h' X 4- STUD SHEAR NOSE DETAILS WELDED TO BLNT PLATE AT YC•C. PA EAENT DO-3A L C-38 L p-3C L WARPED, PAKWIto" = bi S t71 3 J DETAIL WHEN USED b Fag t1 e11 GAo[5 ADJACENT TO CURB FOR USE N SACS WITHOUT GUTTER BOTH SIDES 10 0E STMMETRIG L SHEET I OF 2 STANDARD CURB DROP INLET 121, - 30" PIPE: MAXIMUM DEPTH (H) 8' 23] VRONA OWAXTMENT OF TRANSPORTATION J02 Hw.(6 VBHH77-1SBHC-11-77 2' custom setter (meter by fCSA} cast In place access standard flat top door, centered in for 4' diameter top (see note 1) I F whole 2' max corporation stop water math ball valve curb stop with PJ (CTS) both ends IB44-777 w/ SS inserts); with 2' gate valve operating nut !i CUTOUT DETAIL (tYpical) 3' min.--+-' 2• min. solid support blocks under custom setter G stone bedding C1444 w/ SS inserts and MIP plastic plug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in ran -traffic area - model no. St R3030 b) in traffic area - model no. HI R2424 2. Water service crossing street. a) Encased in G diameter SCH40 PVC or SDR21 pipe. The piping shag run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for lure tracing) from Corp. stop to into the meter box [ wrap wire around Corp. stop; wireto be taped to top of PET at 10 foot Intervals; come up into meter box and terminate level with angle ball valve]. 1 1/2' and 2' METER INSTALLATION Figure 6 Trench Width as required -0 6' die. schedule 4U Sled �• pipe flied with concrete '. and painted yellow 18• dia. Concrete concrete thrust block BOLLARD DETAIL direction Of setting to be approved prior to installation as required looncr ate pad IW sq. x 6' deep Y mkt. - 6• max. V stone screw Type adjustable stone to be minimum valve box of 6' above top of base locatc, marker FIRE HYDRANT ASSEMBLY Figure 8 mechanical joint Sy" tee with 6' branch DDDDDDDDDDDDDD DDDDDDDDDDDDDD DDDDDDDDDDDDDD DDDDDDDDDDDDDD .�:� " .�. DH-1 YT SECTON CAST IRON Y, SECTION STEEL NOTIE5 2/a-Y I�.. 1. QEPTHI OF INLET IN) TO BE SHOWN ON PLA43. qs IorpAWi�tN GREATER THAN TIN' USE ST,v,C7Mp : Cott wbU+wcoaor r•Y/i' $ B Ik B 2. tHE 'Ir DIMENSION SHOW ON THE STANDARDS A A AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM TIC MIRY OF THE OUTFALL j CAST ONLY. THEMT�S STATE PON STEEL O•a wW.d LtO A ONLY -J* 66 2 I 1 FOR ESTYATNC PURPOSES NO THE ACTUAL OWN90rd SHALL DE DETCRM MM BY THE ODLnM CONTRACTOR FROM FIELD COND111ONN. 8'Oce R4. :^Gti6n0 ~� _ 4ya /TIN aI t«M conrNctora 3. WHEN SPECIFIED CN THE PLANS THE INVERT 15 TO OL SHAPED N ACCOPOA(CE WITH STANEARD I* tow IS-t. THE COST OF FURNISHING NO PLACING ALL MATERIALS INCIDENTAL TO TIC SHAPING IS TO 8E INCLUDED N THE 60 PRICE FOR TIE STRICTURE, Yi x i/1^Lugi .� x a• a. HE a 7If EVENT TwMfN K 9Yr Nh' ' scud She« PIPE HGFIR T�iETBOxiOM 4•. coAHct«e STRUCfIIRE THE INVERT OF THE STRUCTURE SIMY.L SiIIPED MTN CEMENT MCAFM TO PREVENT SIADNIC OR PONDIC OF WATER N TIE STTRJC7URE. TIE COST Of FUIRNSHNC PLANAM PLAT% ALL MATERIALS NODENTAL TO UDED N THE � INLrGrsa RH�awd) ���� -•-�-� PPRICtE Von THE 5TRUCTTLL.K. I SECTION B-B 5. STEPS ARE TO BE PROVIDED1MEN H Is 4'•0' L ,1 I OR GREATER. FOR DCTALS SEC StANOMO ST-t bRNSIONS FOR COLLAR DETAIL ',. S. THIS ITEM MAY BE PRECAST OR CAST-ft•PLACE. CAST IRON OILY "• j ,, 14 x 8" SMOOTH OOWO-S At APPROXIMATELY Ir CLC TO BE PLACED N ALL AREAS ADJACENT 4'•2 tJ I TO AM NG CONCRETE TO PREVENT /H«dsae Cw6M 2..6.• SETTLEMENT. N LIEU OF DOWELS A 2'%4` r z•_}• 1 f�------"«T 3' Ofaneta i. NOTCH 4 F 0E PRONGED. SEE S1NONh0 NOTCH., FOR K*OVOEE DESIGN. I 1 '.P hNe p. S. mt. a '(�+ 0. 3' UAE/ER WEEP HOLE WITH 7r%12' PLASTIC � � �I q:n i4 •+,e ' D Caro. ' -1' 11: Ap4r. _ MMB, • 76 « C Nil br r2--n--M- a 24• IL.o. HAIOWAE CLOTH 1,- SN OR GALVANIZED STEEL WIRE.M14111AAM MIRE DIAMETER 0.03'. MASER 4 MESH HA/NYINE CLOTH ANCHORED FILLY TO THE OUTSIDE OF TIE STRUCTURE. 9. CAST N PUCE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 Py. a. MY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL Or THE EMOICER MAY BE SUDSTITUTEO FOR THE CAST IRON - ' LUGS AS SHOWN HEREON, SECTION A -A Y � 1 . CONCRETE QUANTITIES FOR MIN. DEPTH _Y;4 -, --I VIT 1 Ir cowete Poe - 1.440 CY. Yds. Coarete SECTION C-C SECTION D-D tr eRNaNat! Pk- • 152E Cu. Yea. Cenerµa i!t• tOndaP'PX - I.620 Cu. vdi Cona.0 24- canoete ptpr IS17 Ca Yd.Cceaet. GRATE DETAIL Am CA" Cu. TO. Pep od6t44(60t or depth. ARPROXWTE Wf3GHi Cast V_ Grote 363 t 1a bM STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) 10' 233 a1.01 V"" DEPATTW14T OF TRANSPORTATION 302 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO 0E CLASS A3 r CAST PI PLACE. 1000 PSI F PRECAST. 3. COWS AT 0 4 CURB IL CUTTER HAVING A RAMS OF 300 FEET CA LESS (ALONG FACE OF CUPS)SHALL BE PAD FOR AS RACIAL COMBINATION CORD 6 GUTTER 4•POR USE "IN STABL OPCH-CP DEO ORANICE LAYER THt� TTOM OF THE CURB 0 * GUTTERrp,�„ 8E CONSTRUCTED PARALLEL TO THE SL w SUBBASE COJIMS AM TO THE OEPTH OF THE PAVEMENT. 5 INS CURB MAY BE USED WHICH DESIGN SPEED 19 40 MPH CR LESS DIN RURAL. HIGHWAYS LAD 45 MPH OR 7' P LESS N OCVCLOPED UROAN i SUMURBAN AREAS, IF STAND RD CC E SPEEDS UR EXCCEOEO STANDARDCG•7 6 RE(hARED. ° I 6" • r:T r-r• D_ D 0', - D 0. � CgRCfE At THE NS AREA MAY Cr THE CONTRACTOR YNC BOTTOM OF THE CURB NO GUTTER MAY BE CONSTRUCTED PArA.CL TO THE SLOPE OF sue"SE COURSES PROVIDED A Mr4T0RA DEPTH OF 7- IS MANIAFEO. n�ERE'GE COMBINATION 6" CURB & GUTTER 1O5 `Ara VRGNA DEPARTLCHI OF INANSPORTAn04 70103 APPROACH SAW I ; I A-1 "FEAF CNMAINLINEG AS M IFI ROADWAY t1lAOKAS TO DE AS 1 S'*. On PLANS) 9 C C RA T` taAWA$ TO AS 4 PAOML 1 SHOWN ON CURB AD Cull[ ` lSrD. CG-6H _ .pp/ CLASS As .:. �.. •:. `., k SIDEWALK---` CWALK I TCPM I �'IX COCONCRETE �•-��- 6- I � DP1O1W, 6- FLOW' t►E ` EXPANSION JOMI I "'I E%PAN40N JOINT h SECTION C-C "- N6-F WIDTH -a- Y•0. 04 AS NY MAINLIE ROADWAT SHOWN ON TYPICAL St"Ot A -I � PLAN VIEW 0 CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE. '.. pt WHEN THE ENTRANCE RApCANNOT KxOM M"AFE D PARABOLIC C'IRVC ti THE TURNING REOLONXICT5 OF ANTICIPATED ICAVr TRUCK lPAfncIHE THE DEPTH FOR SIDEWALK 6 CURB RAPS WITHIN LARTS Of of RAOKSH DULD BE EDGE OF SM%,LDEP tit a MAX. D ICR£ASED To r. OPTXXM FLOW LINE_CHANCE Bill O T UA.LIC ROADWAY - - - - - - - - - -• - N CMONJUCTON WIN VDOT PROJECTme FOR S. PLEASE D `•'_"``•'� NOTE nE FOLLOWING, SLOPEIam. 10' CFOR HIN; STREET D * ( TED EV 111�EM S'MN. 10 RP/W�' LF�'R.TIMV SLIDE STABLITAtICN REOIAED FOR MAALNC OCSIRAeIE i0R COIMi PAVEMENT W404 CAM 0E WITTED N ENTRANCE THE CHTRAICE.) SECTION A - A ® RPdN, aNie OR COiBINA7ON CURB,, AD CUTIC SHLEL NOT TJE COA6iRlIC1E0 GUIDELINES FOR GRADE CHANGE D V�� �KCCPT Far NT WNER USED N CONlWCtKN MTH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM HIS �. CC-3 0R CG-T, THE LAVJ RICE ON MATCH STANDARD Is To BE Ao.ITirto TO wrpN INC MOUNTABLE CURB COMFOU.RAtON. HIGH CUMTHANri00 YDDT O 1 S 2 ran �� awl MEPW H500-1500 VPD) 13 1 a % To at ELSE WITH THIS SST-12 LOW (LESS IRAN 500 VPOI S 6 i 0 1 ;K H.NK ARE 10 IDCATE MIEN CONSTRUCTION OF A FLOW LIME IS XECUIR TO PROVIDE POSITIVE D%RA04ACE ACROSS TIC ENTRANCE. O/YIONML 1L CU 1 MAY 1tCOlIRE WNrPNC Cf A PM04 OF W I 1, TO Ct PpDNG 01 WATER. sPECFICAT METHOD OF TREATMENT - pEFERENCE C4 CONNECTION FOR STREET INTERSECTIONS m AND COMMERCIAL ENTRANCES '�Y' 7Jp/ VMC PX DEPARIRNT OF TRANSPORTATION cc-T2c r r5 4 Va s'NN G CROSSWN)k 2' ' MK r HIGHER THAN EDGE 0PAVEMENT ATX SAME A5 LOP o CURB J CROSSWALK lIIL� P TYPICAL PLACEMENT ' AT INTERSECTION 4 WiTH BUFFER STRIP s • -► ®7' WHERE stO. CC-s CC•T IS USED. 3' 2'•0- 1 S1•0` N STD. CC-2 STO. CC-2 06- R r t .8:1 MAX. OR CC.3 A ALTERATIONS OR cc•6 . 20 > TPERMISSIBLE N H CONSTRUCTION JONI NOTES : SECTION A -A B B THIS COMBINED opmA.LEt Ptwoocam) otsicm FOR ALTERATaIs CAN OL USCG mtH ADJOINING BUFFER STOP. LANDING AT BOr TOM OF IWO SLOPING SEES MT" 60'• I FO" MN. )� N •"1: �^ DIMENSIONS. THE SMRI PCRMHDICLXM1 NNW TO THE STREET CAN BE PROt[CTCO BY A LNMYSCAPED `C,• SETBACK OR CONNECTED TO THE SIDEWALK WMTTN A WARPED SWAGE. CURB RAIP FLOOR TO R CLASS A-3 CONCRETE (CLASS A•4 F AKCASTS Mt" SLIP RESISTANT NTIECRAL MO DETECTABLE BAWSURFACE COVERING THE ENTIRE NOt" OF THE RIFF FLOOR IWA P FLOOR MAY BE PRECAST OR CAST N FLAW. TIC CC TECTAP.E WARNING, SHALL BE PROVISO BY AN EXPOSED AGGREGATE FaasH. RAR' SHALL Ml C110EE0 A MAXIMUM SLOPE OfA",A AOPIRG `.IDES Or CLM RAP MAY BE POURED MOIIOLHTHICALY WITH RAP FLOOR OR BY USING PERMSSBLE CONSTRUCTION JOINT M/H REOUIICO BMA TANGENT PLAN IF RAW FLOOR IS PPECAIST,MR LES MUST BE PROVIDED FOR DORM BARS SO THAI ADJOINING. FLARED SIDES ® LIMITS Of EXPOSED AGCRCCATC SIDEWALK CAN BE CAST N PtACC A'T[R PLACEMENT Or PRECAST RAMP rLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. AEOUNED BARS ARE TO BE NIL S R O' PLACED rCVMR TO CENTER ALONG BOTH SIDES Or INE RAID flow. me-DFP7H Or RNP rtool, wooto CONCRETE COVER F/t 85 DORIS. B• CURB RAMPS WILL BE WEASURED AND PAD FOR Al THE COME►ACM UNIT PRICES FOR WDPALIC CEMENT LONG I Q- GC CONCRETE S/CWALK NO CIPOSC0 AGGREGATE S%WALR.COMREIC-N•PLACE, SLOPE 7 i CIEON�ST 1EX- JCNt CIRBACUQ9 AM GUTTER SLOPE' TRAMSUMNS ADJACENT TO TO CURB RAPS ARC INCLUDED IN PAYMENT MAXAN}A FOR CURB/CURB AM CUTTER. MEN USED N COMIPOTIN WITH STANCAPO CG•3 OR CC-?, H[ CURD FACE ON INS STANDARD IS TO BE ATJUSIEO TO MATCH TIC MOUNTA9LE CURB AM CONFIGURATION. • CURB RAMPS AM( TO BE LOCATED AS SHOWN ON TIC PLANS OR AS WCOCO BY THE ENGINEER. SECTION B-B THEY APE TO BE IOOVIEO AT NIERSEVIONS WHEREVER AN ACCESSMLE ROUTE 0 WITHIN THE RIGHT Or M ACCCSSW POUIE IS DCF090 AS A CONTINUOUS WAY Or A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS C)OStW- tNOSSIRUCIED.STA6LC.rRM AND AP RESISIMIT PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WIENN PEDESTINAM CROSSWALKS a 94CHNN ON PLAN PATH CONNECTING ALL ACCESSOLE ELCMENIS Or A OR AS DIRECTED BY THE ENGINEER. AND SNOIEO Not BE LOCATED 00" VLHICIE STOP LINES. rACAIIY 1HAI CAN BE APPROAC-10.ENIERE0 ND ENSiNC LIGHT POIMINNE "YOKWIS.FNOP INLt TS.ETC-+MILL Also AFFECT PLACEMENT. USED BY PERSONS MITH MOBILITY I"PARWAITS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP 9tent"M ,CYD, (ACCESS FOR MOBILITY IMPAIRMENTS)IDS ]V. „7f VIRGIAA DEPARTMENT OF TRN/SPORTATION 765 760 755 75 745 i 0 0+00 m V Lo Cv__ Clo c a Z� POOP GRADE I LLj z'z ? 5' MiN / LEAR A- - 'LEN 11 SLOPE ' 0• 10q D►I 18in.CPP _F.1/L LPPEN 2 �>L _ .... �y' D1A 18in. I PP ` 0 - 1 --� ^ - �r�Zb t ri O I�gZ ra h WCt : m [ 6-3Q` _ CZ1 0+50 1+00 1+50 CUVERTS 17A-17C 760 755 750 745 _'-C17C LEN 29 SLOPE 1.007. DiA 15in.CPP 740 r U h Z3 DLO o: z�L 1 I-` w z 0+00 0+50 1+00 1+50 CUVERTS 50-50A PROP GRAD I - -- ----- LA•-.lid-St.7[l�- / C50 LEN 1 18 -' LOP_.E 1 00% CPP j1A 15in _ e50_ EN 34 i SLOPE 1.0 %___ DiA 18in. CF P _ O I h 00 00 FZ d to a2�� Z Q V) 7. 7' t� $% 4'.DDD RAL 1sam IF__r �-4' SLOPE FOR tf/wI NOW i4_d faFJDEDi a Nit 4' rr000 All r oawcREtE SUB./ !B A A tr UK CONCNEIE MAIM � AT FODW FACB POSE RIOW (1TAEAL OF 4) P P _ SECTION A O MIT 0.41 7 / RlID POST T_ PLAN VIEW tC-D• 10 1 r a 2r GARS oAems WENY ON E trR SOLD Cp6�AQ5 It'b OEIL HIM N OOIIGEIE TO I= GAMS M am SIB,. TUM kM 2r t= 3/E' WDS u0 apiAll b ABIfS >b 3 Zr GN610E m b 6RNDE (cQF 9" FDOIBC itr A RIM SUN @QH1D 3/B' d01111HN6 r FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 0+00 0+50 WATER MAIN 760 755 750 745 740 O 0+00 0+00 0+50 CUVERTS 45A EX GIRADE PROP RIDE LAT LEN 5 _.6_4_ SLOE 6in5 VC Diq 61n.PVCC rl� I.-. 00 h � � Orj- -. CC) EOtttff��j- C7 � �O- F-- s Ln h DO O Ca TtoF Cr � ZE 0+50 1+00 SANITARY LATERiAL GRAPHIC SCALE 50' 25' 0' 50, 100' l /NCH = 50 ft. HOR/Z• 1 INCH = 5 ft. VERT. Q� \�GtN Iq V) , O _J 3 Z J OW Z Q 2 W �t CC afO W z Ln t-� VO Wv,W 2 0LLJ0 N V) O 0 LL Z LdCW LL 6 UJ a C,U 0 0 ti O d _11'W00 - 4�41 4�' _4 c�v ct N *� • v--4 O }A L e �_QCD o 2 N •� Q •HLe N 0 cn E � N a co QMi Q? J V N L C: L a a) (0 (D N W U I O j C C to t (� r � � d • DF -4 t+-XXXXII U . E.. 0) Rf L _ (� .I+ P 4 M' a IAJ W J f- F- W W� U9 Z oW Q W �S m Z' 3 � � O Z V 0 W8 a CL W ~ X U U) W O Q: W Q z z 0 = 0 N (n LI_ N� LL Q o 11- Z 0 Z �LIJ W I- O W J W : Q U = W W (n Cn En _1 F- 0 co r LU O z Y Z U r 12; w o _ _J W C� U E r CONSTRUCTION NOTES GENERAL 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 Viirginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-551- 1. 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, tain at his expense, all permits required uited of thi s work and shall faithfully adhere re to the permit conditions imposed. r ffsite is the Contractors responsibility. f' 'e area. An work performed o 6. All grading for improvements to be confined to the project 9 9 P PJ Y P 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 www.fcsa-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 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/contractor's 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 furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. 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. 11. 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 V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VOOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. 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 Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. , I I I{ I �an d,� r III t I int I L o I I :,,II II IItI�i I1 , �-11 Erw.�, NO# yIl i �I l ll��l� � � ,�l►II,;, Il�ipn� n � inn�o-�llll I� I II, ii I, t 4 I I I I I ��:LI11 i I I I t .I I I I. I j II I I f , : I I I 1'roposea' Use," Commercial V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VOOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VfM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Vicinity Mcp Scale 1 "= 1000' I 0 6,+ 0J Gam l i -will 1 I , ..I I .I I. 1. II „ills I , I , r ,I Owner/Developer: First Bank 112 West King Street Strasburg, Virginia 22657 (540) 465-6134 P.O.C. Dennis A. Dysart, EVP LOCAL UTILITIES Frederick County Sanitation Authority P. 0. 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 Hallandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 +! >tt ;, + u t y. PLT H DF Z� f A. MISLOWSKY, J 7 NO, 020674 ,y RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. I GRADING & EROSION CONTROL PLAN LANDSCAPING PLAN © P•O DEWLS EROSION CONTROL 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. 3. 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 -toying 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. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: Sheet Number 1.. of 5 - J 1 �� ! i FOR PARKING LOT AN WATER LINE PLANS �f 10 SLOPE &DRAINAGE ESMT. 1? f; I 1 j D.B. 887> PG. 900 SEE: SHE�ANDO TO E CENTRE O1 5 PLA� S I s J , I DATED: NO'E%MIBER 9, 2004 j I I li � I i 1 EX. SAN. SEWER EASEMENT '' i t IIi ( i ! ! I i ! ' 4 SP{�tiCCS Z r12 /! ,I i I l I N/F +� IWATERc�LOT 4 STC MENT % C d LOT 7 STCI�,, t I I 11 2 SF �" _ 42,770 SF 35, 91 - - - z x - CONN fiOil 0 EX. WATERMAIN PROVIDE- i I RIM= 755.57 1-22.5` ELBOW 1 I :r INV. OUT=747.12 ` I I 1-8 z6" REDUC / �� S ,___4___ I , , I i _ r Ii /, tl 20" WATER I 8„ PVC DR21 WABTFR MAIN --z T -- 8W I r ' 16- 17 i i a A -`Tr j C 17A 7 , . if RAINAGET ,I C19 a I - -17 - SEMEN x, C18' a - �� P, ' ,b.. 20 r,-_i ti ,�0o' r �; i I; 1" WATER SERVICE °" y t L l I r r t 5 8" WATER METIER r i ` 1 f 'I !,,I 17 FIRE LANE N/F ;i 1� cc ASS LANE' h 1-FH ASSEMBLY SF l iI �1 ;` PROP DUMPSTER PAD 42,593 SCREENING WALL fIi W LOT 6 STC o-41 „� --J {+ t r o "�§' STAPIi3INC &OPAQUE GATE ! �' ` SPACE PROVIDED `-� ALL OFFSITE IMPROVEMENTS PER SHERANDO 4 SEWER LA, N /F I"'Jo _ v>PROVIDE 4 x6 ti TOWNE CENTRE LOT 5 PLANS REDt7CER LOT 2 STC DATED: NOVEMBER 9, 2004 -�► 1 ,' ; �. 921 SF I Hg \ 1�' 50 fffr 1f 1 ~ j 1 it il? l i ! 24.00' 18.A0' fE COot lu i i w 1 i ; 4,06J S.F . BANK Kn 18.00' 1 1-zz if 9.0' I �' SHERANDO TOWNE CENTRE IS SUBJECT TO GLOBAL 1 ©`s� "` g SHARED PARKING AND ACCESS EASEMENTS F.F. ELEV 756.15 t 5 I !1 1 1a , �, L0 Ce I t `r) � t t{l { d I w PROPOSED 5 PEDES ,� ra rt,I CO M75 ET.: SIDEVNAtK. `° It ii I' I 1 NO RIGHT TURN f it BRL.. f� tl ' r'-; CONN. TO EX. SEWER ii o' 810' 8.0' 15 R R CO REQ'D. _+ -� rir ¢" , i I ,; - _ �, DO NOT ENTER .4 _ !:NT;RANCE all,, _ ✓ _.. �RA �r i 1 I j '` r' i t� i �- 45A S, GE / TRAFFIC SIGNAL VLT. O �' ,T, 3 - EASEMENT l ;' f' r rr I 1 '� �i % ` _- 45 - C50 Jr fr i 57,994 SF - - 50 10' SLOPE &DRAINAGE ESMT. i rfll I ' ' i r Ex. R Ei: SIQEWALK - ' -x Ex. RAW f 1, l 1 1 5 _ D.B. 887, PG. 904 , i I 1 i�, i jr, i�, i i � , � `1� iV0 Ei'1T (PORTION VACATED) �.I I POLE MOUNTED Ex. R w / I ' I i ; _� �, `------kIANDICAP--PARKING- -- - --__ _ _ -_ _ 44 i �\ �4) % f� �r�� I { AF. i I , .v TR�F. -SIGNS INSTALLED PER ` . _ _ _ I - - - _ � - T. 1/L T. - ---- - -- - - __ - - _--________ VL . Luz SECTION 36-99.11. -- - - -- T AFj 150.6-- . (TWO REQUIRED .`- -- _ --' / -- --- -- - - - -- -- - 0-VL y,, _ -- - i°� - - - -- -- - -- - . - - _ 20__ SANITARY SEWER ESMT. 1 r0.s-- -- ----� __ , -. -- ---- -- - Gas- - -- ' - - - D.B. 791, PG. 822 2T. TO- A R10 RIVE _ -- __ __ ---- \v -_- _ FAIRFAX PIKE - 1272 TPD ON LOT 5 -- --- 10- SLOP€ &DRAINAGE ESMT._ - . ROUTE ---� l D.B. 887, PG. 900 - - --- - - ----45 M.P.H. -- _.- 'I R/W VARIES _ 1' 1 1 1F. -� T. ITA n Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 16 745.94 744.70 124 18 1.00 CPP 17 746.65 746.14 50 18 1.01 CPP 17A 747.79 746.75 115 18 0.90 CPP 17B 748.15 747.89 29 18 0.89 CPP 17C 748.54 748.25 29 15 1.00 CPP 45 749AO 749.21 18 15 1.04 CPP 45A 750.52 749.60 92 15 1.00 CPP 50 747.84 747.50 34 18 1.00 CPP 50A 749.22 748.04 118 15 1.00 CPP NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT. IM- 752.30 W F-= INV. !N= 743.02 r INV. OUT= 742.77 (.1 tnERGPOUdD TELEPHONE TM 86-A-104 CLARENCE AND NORMA LUCAS ZONED: RA USE: RESIDENTIAL Storm Inlet Summary Str. No. Inv. in Inv. Out Top Elv. Type Throat 16 746.14 745.94 753.90 DI-3B 8 17 746.75 746.65 753.00 DI-1 - 17A 747.89 747.79 754.30 DI-3B 6 17B 748.25 748.15 754.00 DI-1 - 17C - 748.54 755.05 DI-3B 6 45 749.60 749.40 752.65 DI-1 - 45A - 750.52 755.65 DI-3C 6 50 748.04 747.84 752.95 DI-313 8 50A - 749.22 754.10 DI-3C 8 r CAAPH/C9C.WE 30 15 0 30 60 I I I I I I IN FEET- % 1 inch = 30 ft. TM 86-A-105 PAUL V. FUNK D.B. 720 PG. 563 ZONED: RA USE: RESIDENTIAL EXIST. SAN. SEWER MH - -RIM=752:39--- -r-- --- INV. INV. IN=742.14(a) INV. IN= 742.04(b) INV. our=74200 r f r ff� 1• 1 1� rr i CONCRETE I.I,� I;�2" STONE BASE .I,�I;i PMEM SHAM =ON N.T.S. FOR RTE 277 ROAD IMPROVEMENTS -- SEE-.-- SHERANDO-TOWNE CENTRE_ -LOT 5-PLANS - DATED: NOVEMBER 9, 2004 TM 86-A-117A GREGORY A. BUTCHER INST. #030019055 ZONED: RA USE: RESIDENTIAL 1.5" SM 12.5A 3" BM25.0 - 8" VDOT 21 B i- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION Not to Scale it r� n" MI1n GA TM 86-A-10E GREGORY A. BUTC INST. #0300190` ZONED: RA USE: RESIDENTIA 18 ;OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER PART OF 86-((A))-102 EXISTING PARCEL AREA 1.33 ACRES DEVELOPED PARCEL AREA 1.33 ACRES ZONING B2 ADDRESS FAIRFAX PIKE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.5 ACRES SETBACKS RED PROVIDED w Q O w Y o `` 3 z O s o Q v w do w w 0 0 o a -ow r W z w wo ,? FRONT (US Route 277) 50 66'+ CORNER SIDE 35' 75'+ SIDE 10' 62'+ REAR 25' 159'+ is vi o PARKING 5' 9' Q N BUILDING HEIGHT 35' (MAX.) 32'(+/-) GROUND FLOOR AREA 4,063 SQ.FT. 07 NUMBER OF STORIES 1 C3 o FAR ALLOWED 1 •� v N N FAR PROVIDED 0.07 CC3 Q C � MINIMUM LANDSCAPED AREA 0.20 AC. (15%) N M LANDSCAPED AREA PROVIDED 0.45 AC. (33.9%) p: Q a 0 T_ 't _1 U N O PARKING REQUIRED PROVIDED 15 o6 n n L (0STANDARD SPACES (1/250) 17 28 vi �(D M a)o 0 HANDICAP SPACES 2 2 U � W zt v- LOADING SPACES 0 0 C,�' r,- `O `n TOTAL SPACES PROVIDED 0 30 _a nzIx o 3 ~ W PARKING LANDSCAPING N o PAVEMENT AREA 31,087 S.F. L PAVEMENT TREES REQUIRED 15.5 9 1/2000 SO. FT. ca PAVEMENT TREES PROVIDED 16 = cn INTERIOR TREES REQUIRED 3 (01/10 SP.) INTERIOR TREES PROVIDED 3 � 0 �' o TOTAL TREES REQUIRED 18.5 w TOTAL TREES PROVIDED 19 C, ram--+ (L w to 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. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6.ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 304, USE B(BUSINESS) AND 311„ USED S(STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODE TAHT APPLIES IS CABO A117.1092, ACCESSIBLE AND USABLE BUILDING FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS Uj SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. TRIP GENERATION w ITE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT t- WOULD GENERATE 1077 T.P.D. USE CODE: 912 F'iRE LAIC Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) PROPOSED HEAVY DUTY PAVED AREA(8' 2113/3' BM-25,0/1.5" SM-12.5A)- PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA . ZONING BOUNDARY • ZB UTILITY PEDESTALS Ffl [El EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED FlRE HYDRANT - PROPOSED GATE VALVE & BOX - ;;V!- EXISTiNG SAN. SEWER AND MANHOLE - PROPOSED UNDERGROUND ELECTRIC SERVICE tUGT ,- PROPOSED UNDERGROUND TELEPHONE SERVICE T-i PROPOSED GAS SERVICE • 'GAS O Z v w D O Cr 0- z O Fn w 0 W �/ U Ne W z Z o� ©( W m zcc o VJ U Cr ow '-' Or W C O LO 0 0 N LL_ w O Uj z N w F_ d w o v M H CO M 0 Q U O � � O � I Ld O 0) z y zC4 Q w LLJ j o v { '' t \ it r r li IF.: rt ' t '` '� j , ti., p f # I I t { ' { ' j 1 y • 4' kill, 00 _>0 < zi 0 ------- > %1 ------ izmmona j 7, 20" WATER $0 ...... - - ----- w v, 4% 300,0' 4, R� T 755.00 PA C1 7A' 75 j R) TOP'" 755,35: 7 IP, �5 V) ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. .8 4.00 54.6011- 1 CONSTRUCTION ENTRANCE MAY BE IP TOP RELOCATED PER VDOT DIRECTION TO MATCH SITE CONDITIONS AT TIME OF CONSTRUCTION 755.65 755.00 IP 54 5. Ll� 9 75575 756.25 115 5.25 BYPA57TANE 55.40 LL 755.�T O PVM 2% MAX CROSS SLOPE ALLOWED AT H.C. ACCESSIBLE SPACES, 55.80 Cn :at]: 0 1). 1755.32 755.58 1 r 0 I r V11 I I g 'J 5! IP T J 54.95 f 1! 1 7 59 5.15 7,54 7 50- _j C:) < " 4, 63 S. BA 1 Lu 756.506.35 0 C:1 g U) &LEV 756. 5 Lli D_ ui Cn 4.80 LIJ 77 4, ... ... .... 1'755.8d IL .0( AN FT. 5.65 SID X4 756.00 0 755.6 755.40 POND A 15, 61 755.80 55.70 f 755 0 IP IF 95 2_11%k A29 e 75 .70, 54.50 IP755.00 55.45 oo 4 C 750 52.80 IP 2, 50 'Z_," ----------- FT., SIDEWALK J; "j F- SFFSF-SF -SF-S-S V ze, ---------- (1p, (,� --------- - - ...... 0 R ... 4v v;rY - ------ ------- --- ---- -- ... M .30 15 0 .30 60 IN FEET I inch = 50 ft. EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CM & GUM .......... DRAME FLOW ................. RISTING. GME ................ PROPOSED GRADE .............. PROPOSED EASEMENT AREA......... . PROPOSED -SILT-FENCE.. .......... SF SF- 1Ntff PROTECTION ............. IP ) UMITS OF DISURANCE ....... DRAINAGE- DMDE .......... ..... STONE CONSTRUCTION ENTRANCE • w VDOT #1 POSITIVE DRAINAGE COURSE AGGREGATE D TO SEDIMENT TRAPPING DEVICE MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW OPERATION DC T. M SECTION A -A SECTION B-B EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT 10, MIN. SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FILL CULVER T of ROCK CHECK DAM REQ'D oTTOE OF FILL • DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW REQUIRED STONE COMBINA TION IV FLOW •VDOT #3, #357, #5, #56 OR #57 TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from 1983 Wo[ylond Standards for Soil erosion and Sediment Confrol, and Va. DSWC Note 3.02-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va, DSWC vgmw fill MAI 'Iva's VVIO"o WE* N78 ave U % _.'-'%I, ............. Z-g 5 .4 Mo GRAVEL FILTER WIRE SCREEN FILTERED WATER OVERFLOW RUNOFF `--\ WATER WITH SEDIMENT \-DROP INLET WITH CATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 I RIPRAP PLATE. 3.08-1 BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN RUNOFF OVERF-010 WATER WITH SEDIMENT SEDIMENT WIRE SCREEN 2" X 4' WOOD STUD FILTERED WATER CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC 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. L Jill III FLOW till 3- ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. mil EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. n n �iUUXU&: Adapted trom Installation of Straw and Fabric Filter Barriers for Se dim berwood k TTanl e t Control, PLATE. 3.05- PLATE 3.07-8 cr_ A, _j L Z _j < C' 0 10, Z" ct o (4, T; (D F- C) 0 L V) M 0 LIJO L'd 0 L'i -0 Lli 0 0 0 0 0- PN 0 0 V) C) C. CD co < 0 D_ U) (D CV 0 C3 cri U) -0 Cu C > C') _j 0 C'4 06 EL a) (D LO (0 Q> U) M w 10 C:) 'D C:) C w 1 LO LO MIX 0 CD :3 U) + 0 (D OL LLJ 0 (n Lij w < z w O(� :lot 0 0 Z 0 w of D U. CL 0 U) u") 0 to O C:) LL- Lu 0 z LLJ LIJ 1-- _j < < 0 O LLJ 0 0) \-If Z Cq < Q� 0 Lj_j a: Lu _j r4l, N 1 / All \1 r—A/\ I IF\L_ — — 10'--SLOPE &—DRAINAGE ESMT. ____ -----_ _ROUTE �.7�_----..--- ----- ----- D.B. 887, PG. 900 P OR,4PH/CSCALE 30 15 0 30 60 /1V FEET 1 inch = 30 ft. 00 Z SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 01'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED L HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB I 8' GALVANIZED GROUP ROD. BOND TO POL 13 STEEL REINFORCE TIES @ 1'-6' O.C. 14 STEEL REINFORCE BARS LIGHT POLE JGHT POLE BASE NTTH COVER PLATE CNSHRINK LOAD 3EARING GROUT 4NCHOR BOLTS FURNISHED KITH LIGHT POLE. BOLT SIZE 'ROJECTION AND BOLT 'IRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8' 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6" 3ELOW GRADE TO PANEL. IOTE: 3.L UNDERGROUND WIRING 0 BE IN NON—METAWC CONDUIT V-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL + L1THONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' ram LITHONIA KAD 40OW MH 3-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. 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 Remove container and cut circling roots if container —grown, or as much burlap as possible if field grown DO NOT prune terminal — leader or branch tips 1 � 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 Partially backfill, water to settle soil, finish backfilling Area for water drainage Leave solid soil pedestal — do not dig deeper than ball depth Dig hole 2-3 times root boll width TREE PLANTER DETAIL no scale ALL PLANTINGS SHALL CONFORM WITH 165-36C OF THE FREDERICK COUNTY ZONING ORDINANCE. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. 12 lb. Annual Rye per ac. 1000 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 Ibs, 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING OUANTITY ACER RUBRUM RED MAPLE 2" CAL. 9 6" HIGH AS SHOWN 10 OUERCUS PAL USTRIS P/N OAK 2 " CAL. ® 6 " HIGH AS SHOWN 9 ILEX CRENATA "HETZI/" HETZ HOLLY 3 GAL. CONTAINER 3' ON CENTER 27 INKBERRY 78 " HEIGHT AS SHOWN 6 CUPRESSOCYPAR/S X LEYLAND/ LEYLAND CYPRESS 48" HEIGHT AS SHOWN 11 Q 0 Z 0 W Z O I` CL Z' U W a W , T Y o � _1 4 3 Z wZ(C <( p o w -d. � O w z W Qc^n WF,z O = oo V)W0 �N 0L (n ] a F_0 Wow L� Li 6 v U a s �41 CK 0 d � N0 . "tl Ln U * LZ. o CCj L (' � in p �Q a) o ._ U N N CV Q CV 0 co N y' c t/1 p - M '0C cu 0)Q 0 U mot' _ J U CV q Q `' r- In O 0� a) Cfl co �✓ C W Cn CA CD (fl Ocn N C W v C c_ LO L(� C{� ° o F- u_ 0 L v to C6 + O 4 I (1) a• C_ e—� 0) . r..� a. w L U) V) W U W Z 3 0 r-� W V) LO © " 0 O V) N LL I w Z � W W J r— <C 0 U) IN z 0 z 0 W O �T) Q W Z W _ � 0 U L0 LL_ 0 It W W (n 0 O J Z � O I— C4 Q 0 c) < O O N LLJ r— _M � r- R cast iron Cleanout cap with brass / plug must be 8' frorn the top of the f/ screw Type adjustable box finished ate square concrete skid pad 20k 217E 6' deep cast iron cicarlout cap with brass VALCO,Inc plug having a countersunk square41 Fig. No. 71BOB head Parteila Model �V- vnv with lid marked 'SEWER' SDR 21 - deanout pipe bottorTl sNDction of box brick base SDR 35 sp got by SDR 35 - SDR 21 gas eted - ,^ :r ;; bell adapter gaskeled bell wye san Lary (see note):y ;" SDR 35 gasketed sewer main SDR 21 , �,beli 45" bond . ( 6' stone beddingP NOTE: If top of sewer main is greater than 16 deep, Man wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 16 general backfit (see note) ^.._. (see note) >vBrtHri-tsBHG11-77 2' custom salter .:: . (meter byFCSA) 8' cast in place access standard flat top concrete = - ` =- door, centered in for 4' diameter ;elect backfill 24• select badcfill top (see no t) manhole mote) (sea note) varies 2' max at properly fine finished ti (see rote 2) grade O.D. 61 112 O.D. skid pad roadway box c £ 3' riser section for 4' 6' 2-CTS polyethylene diameter manhole stone tubing (PET),00 IDSi tV with cutouts w/ SS inserts at all connections STANDARD CONCRETE ARCH 3 min_-- ] general backfili general backfili 2• min caddie with (see note) (see rote) corporatan stop L wafer math -, d support blocks 6' stone bedding under custom setter 6* 6• _ ball valve curb stop with PJ C14-4t w/ SS inserts • = - - - (CTS) both ends [B44-7T7 and MIP plastic plug 24' select backfill 24' select backfiil w/ SS inserts); with 2' gate (see rate) (see rote) vat" operating nut Y y 6 NOTES: 61 O D - ? 8 1. Access door shall be by Halliday Products 12 O.D. : i or our approved equal: a) in Ton -traffic area - model no. 31 FM30 v b) in traffic area -model no. Hi R2424 Water service crossing street concrete concrete a) Encased in 6' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. CONCRETE CRADLE CONCRETE ENCASEMENT CUTOUT DETAIL b) Install 12 gauge insulated copper wire (for line tracing) from Corp. Stop to into the meter box [wrap wire around (typical) Corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up into meter box and terminate level with angle bell valve). NOTE: To be compacted to 95%of ASTM D698 maximum density. TRENCH & BEDDING 1 1/2' and 2' METER INSTALLATION Figure 1 Figure 6 d SA3[ARA JONrt 7•ID RFAMEF� C�YER FnLET BACK OF 4°CfFlu of M 8lR5 4• r tD 7... C u SABMASE r BIBS P �: i - , yawRC CFONA + ' 4 $.. f PM Ae Also FACE OF.. CQUITER RAG( CONTROL PLAN SECTION A -A I •YARMRLC Ma-f0'IIAx. KEYED coal. JOINT A �7� rr r y r -11 Gu"M 1 1 9 A tl1TT BAes r E IO_ B i •3' DIAMETER RIMS E ut HOU FRONT ELEVATION N *• eMs B BRSFA •i (ClITLR REJIDVEDI I I [mod Weir eFItI PLATE SECTION B-B TYPE A N05£ DETAIL SHALL BE USED HWH1N C0-3 i CO.? STNIDACS. .' • �-��--(i'�h /r TYPE B NOSE OEIAL SMALL K USED Or" CG-2 StA OAK'S. ' TYPE A • • U TrK a h' x a• SRID BEAN COKCt1R ttDAEU O&VANIND PLATE FOR TYPE A 10 K MET ON AN ARNCLE OF 61#30' to AIME am AT 7C•C Cow"TOBS MC IS TO OE AId101tD WITH ill- X Y SLID SHEAR NOSE DETAILS TIEtOED TO NOR PLATE AT 2•C{. PAYilENT DI -SA L d-38 L d-3C L WARPED PAVEMENT 14 ;�� = now I f (yam) DETAIL WHEN USED �J >ItiLJ FOR USE GN CRAOCS ADJACENT TO CURB FOR USE N SACS WITHOUT GUTTER sent SIDES TO BE SYLWT MEAL S1QF I OF 2 STANDARD CURB DROP INLET 121, - 30" PiPE: MAXIMUM DEPTH (H) = 8' 2M %lKCWA OW RTWW OF 1RAISPOITAt10N OL)i concrete pad 1'-6'sq. x 6' deep 71 :mod:. -:ram .•��-_F:_: screw type adjustable valve box 36• min. location marker stone valve megalugged rnegalugs to main thrust block 16 ib 24- 8N 8-x 16- solid block (for valves I2• and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 bench width -•y, as required %- 6' die. schedule 40 steel . °• pipe flied with concrete-';? \ .. and painted yew 4 i • %Gl T T ete concrete thrust block soLu>,RD DETAIL direction of setting to be approved prior to instalabon as required [concrete pad V-6- sq. x 6' deep 2' min. - 6' max 4• stone stxeYA type j adjustable stone to be minimum valve box of 6' above top of blase rrixlcer FiRE HYDRANT ASSEMBLY Figure 8 mechanical joint swivel tee with 6'branch I/H SECTION CAST WON'%M SECTION/ STEEL. e•.Y- L 2%A• . V," + I/r / Xr 4" Zoo B �� •.Id.d yWelt as c4"coor t to eowtav 4` Stud Seto, Ca Ctaf NOTES L "IN OF MET IN) 10 BE SHOWN ON PLANS, ran DEPTH WfAIER THAN 10• USE STAELRD OI-IA 2. THE 'M' DIMENSION SHOWN ON THE STA DAPOS Aa SPECIFIED ON THE PLAINS WILL BE MEASURED FROM THE 1HIVERT OF THE OUTTAEL PPE to THE TOP Or THE SYRUCIIRE. PLAN '1f" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL GIMENSIOIb SHALL BE DETU*ANCD BY THE CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE NVERT 15 TO DE SHAPED fI ACCOPOArNU On" STANDARD IS-, THE COST OF FLNNS1AiO AND PLACING ALL VATCRIALS AIppENTAL TO INC SNAI IS TO RE INCLUDED IN THE BID PRa FOR THE STRUCTURE. 4. 94 Tot EVENT THEINVERT Or THEOVTFALL PPE IS HIGHER THNAR THE BOTTOM OF THE STRUCTURE AK NV£Fit OF TK STRUCTURE SHALL BE �IAPED PIIWt CEMENT IIDRiM TO PREVENT 4,"'IG OR PONNDFID OF WATER N YK STRUCU#. THE COST OF FtANSHNC A•O PLACING ILL MATERIALS INCIDEHYA. TO K£T SC/PNG K TO 9E ANCLUOED N TK BD P9CE FOR THE SYAUCTUIII SECTION B_B S. StEPS J TO K PROVIDED 1NEN H IS 4'-D- M GAEA R. FOR DCTACS SEE StACAPE) Sy-1- OVErN90's FOR COLLAR DETAIL S. INS ITEM MAY SE PRECAST OR CAST•N-11LACE. 7. 14 x a- SMOOTH DOOMS AT APAPPROXIMATELYCAST ROHI ONLY 1Y C•C TO BE PLACED •N ALL AREAS ADJACENT 4.-r D TO ABUT TINO CONCRETE TO PREVENT SETTLEMENT. N LIEU OF DOWELS A 2•X4" H'3� tw T-N-3 MAY BC IEFO TE DESSEEIGN, STANDARD i"--� T- ' t-d-I, 4 FOR A.TEPoYATE OESxM. -e°P helA :C x A.A' SN. rift. a 9. 3' DIAMETER WEEP HOLE WITH rrxir PLASTIC io„ O Coca '--4- deptN A4W. C _ 1 •7B a 1NB IB a• VkIM tL Nil b:Y TJ-•r;-•IW a 24- I- , D. 0 • D • 6 HIAACWArE CLOTH %' MESH OR cxv"" STEEL YHi.100" W11: dAIETER 0.0.T" NMBER 4 ML9N NARa)rrAPE OLD ANGNOiHEO FRALY TO THE OUTSIDE OF THE STRUCTURE, S. CASr N PLACE CONCRETE IS TO OC CLASS A3 ODDO PSUI. PRECAST COFKREIE IS TO BE 4DDD PSI. a. MY ALTERNATE METHODS OF ANCHORAGE MEET•HC THE APPROVAL Or THE CH OWER MAY K SUBSTITUTED FOR THE CAST RON /i' -' LUGS AS SHOWN HEREOIC SECTION A -A f-'1�" t��• ��'E �I J 4f CONCRETE QUANTITIES FOR MIN. DEPTH y.PR -t �• or cow eee pipe - 1.440 C.I. Yds. COAUOW SECTION C-C SECTION D-D IS"- pipe - 1 52a Cu Yet. Centl.t. III!"eaN..te Pp. - 1-L2O Cu. Ydt Conn4to 24• cowete Pipe • 1.817 CUM. YdL Caw.t. GRATE DETAIL dd A0.469 Cu Ydf. pa( o6st; dfoot of depth. APPROX•A7E WCM+ Q C.BI Yon Grote 363 _ IB Its _.- STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' K14Of VRGNA DEPARTMENT OF TRANSPORTATION 3t12 NONE oOoo�u0000uo090000000000 OZONE oouuo �. YR 1 a a" • r:r r r• D 0 0 a e e e -JCL^ • � r-°- THIS AREA MAY 8E TE AT THE OPTION OF tHE CONTRACTOR cc-e NOTES* f. THIS ITEM WY TIC PRECAST OR CAST N PLACE. 2. CONCRETE TO K CLASS A3 IF CAST N PLACE. 4000 PSI IF PRECAST. 3, CONO1 104 CURB L CUTTER RAVINE A RADIUS OF300 FEET OR LESS (ALONG FACE OF CURB) SHALL 9E PAID FOR AS RACIAL COMBNATION CUPS M CUTTER. 4. FOR USE TNT" ST/SILREO OPEN-aUD£D DNANAGE LAYER THE BDTto. OF THE CURB IPHD CUTTER OE CONSTRUCTED PARALLEL TO TK St SUBBASE COURSES AID TO THE DEPTH OF THE PAVEMENT. S. THIS CUAS MAY CE USED WHEN DESIGN SPEED 13 40 WN OR LESS 04 RIpA. HIGHWAYS AID 45 10" OR LESS N DEVELOPED URBAN i SUIPUMAN AREAS r THESE DESIGN SPE(OS ME EXCEEDED STANDARD CO-7 IS $KCUKD. D 0 , 7• ---- THE BOTTOM OF THE CURS AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE a' SUBBASE COURSES PPov"o A MINIMUM DEPTH OF 7- IS UAINIAIED. S'IiC6KATIDN REFERENCE COMBINATION 6" CURB & GUTTER IDS SO7 VRGNA DEPARTMENT OF TRANSPORTATION 201.03 I Y I +* STREET APPROACH SAME 1 3 A -.I SURFAWF AS MAINLINE ROADWAYSHOWN tRAMUS TO at AS I I ON PLANS) 'X C C -• - -. _ - - -. A 1 Too RADIAL 1 SHOWN DN PLANS/ l / CURB AHO Ou111E :.to SIDEWALK ® CLASS A3 nLE's'ETE :• '�: •:. •,• -•. a -I i ,,yl a- FLOW LINE ---- ' EXPANSONt JO•IT I EXPANSION JONI g SECTION C-C _ NOTE: UeIOTHN -B' r•O. OR AS w MAv11LJlE ROADWAT SHOWN ON TYPICAL SECTCN. A- PLAN VIEW CC CONSTRUCT GRADE CHANGES MIN A PARABOLIC CURVE. qqyy *WEN THE ENTRANCE RACICNaOT ACCOMMODATE HNJI "rum" ANTICIPATED 4 PAPABOLC CVnYC ]HEREOUWW"IS OF HEAVY IRUCK rRKFIC. THE DE IN FOR SDEWALK L CRB RAMPS WITHIN THE LIMITS OF THE RAd SHCtXD RE EDGE Or SHOULDER Or a At". CHANCE INCREASED TO D-. OPTIONAL FLOW IJNE ® - _ - Q USED FORr EN S111).ENTRANCESNMI IUeAK ROADWAY - - - - •-'-- �. �• ...- IN CON CTOM RN 11". �- D NOT[ THE FOLLOWING, CHA,:r SLOPE 40'M". FOR S�EI '-r`•• D X* ` W�tWt(Et%CEVrac^WCMSU S. you, ADnCD rroft"''KE $TAKIFAT04 REQUIRED foot MAINLINEDESNA&- FOR COMBS ENTRANCE PAYMENT WHICH CAN BE OMITTED N Tot ENTRANCE./ SECTION A - A ®�0'"t a,RP Mn CDT TER SD)IMOAXC NCR NCTO GUIDELINES FOR GRADE CHANGED OSTan THE /r IRE EXCEPT FOR PLACEMENTTiRP05ES. *HIMEKED IN CONAJC11rNF WITH STANDARD ENrRAACt VOLUME DESRABLE MAXIMUM CC-1 NDit Cc-r, THE CUNb LACE a" TINS SIANDAR° IS 10 BE AVAnCt0 TO MATCH THE W"TAPLE CURB CONrIGUN Id+. NC" MID" THIN )5)o VPO) 0 1 3 3 FORTANDARD. DESIGN SEESIANDACURNI RAMP °W�TTN MEOW /SOD-1500 VPD) 931 a 1 to USED INS S-u LOW ILESS THAN SOD WTI S S i a 1 ;E PLANS ME to JADICAIE WHEM CONSTRMICTIDW OF LIE A FLOW • IS REO KU TO PROVIDE THE DRAINAGE Af7pT0W'LSSJ�THE ENTRANCE. roaTroHI OF W1iR'T o cEU WPD' lgFl &" WATER. sPECFtA1NOM METHOD OF TREATMENT- REFEREHHCE CONNECTION FOR STREET INTERSECTIONS sot AND COMMERCIAL ENTRANCES 1E9' 110' VRC•M, DEPARTMENT OF TRANSPORTATION iO3.W CO-12C ,�{t YrY � 4�� ••" M CRDSSWAUO To" G� At X r HIGHER ER THAN EOGE tx PAVEMENT ---, AT XX SAME AS lop orCiRB [I CROSSWALK of TYPICAL PLACEMENT AT INTERSECTION A 4w' WITH BUFFER STRIP L �r WHERE $YD.cc-s cc•7 IS USED. 3 �� 2'-°" $'D' STD. Cc•2 OR CC-3 - STD. CC-2 tea" ,= N W A ALTERATIONS OR 20>W ' rPEaNsa T04 JOINT IIDIEs : SECTION A -A B B THIS CaReND (PARALLEL M PERPENDICULAR) OLS ON FOR ALTERATIONS CAN K LIS[0 WITH - ADJOINING 9UHE/t SHORT LACTIC A/ POTTOM Or ttq RUTI•C SIDES MIN aTE x Y INK OAENAOMS 1W( S1IDR1 PERPEHdLTLM RUM 70 YK STRUT CM K PROTECTED Pr A t.MWSCA'EO SETBACK OR COMMECICO TO THE SIDEWALK WITH A WARPED SURFACE. -•-F--t CURB RAIL FLOOR 10 K CLASS A-3 CONCBEtt (CLASS 4-4 IF PR[CA5T1 WITH SLIP RESISTANT INTEGRAL OETECTMLE WAAfLNC SURFACE COvERNC tK ENTRE RCtH OF THE RAW FLOOR CRAMP FLOOR MAY K PRECAST OR CAST N PLACE(, rK DETECTABLE WANWWND SMALL K PROODEO BY M EXPOSED ACp1EGArE FINISH. RAMP SNALL NOT EXCEED A MAxfRM DE SLOPE 1 :t A j� Al1PMG SIDES Or CUB RAMP MAY K POLO" MOMfIWA.LY WITH RAP FLOOR OR By (ISM' PERMISSWE CONSTRUCTION JOINT 07% REQUIREDIMS. ED D TANGENT PLAN r RAP FLOOR IS PRECAST, HOLES MUST K •BONDED FOR DOWEL OARS SO T1411 AOUOI/IG FLARED SIDES LMIS Or EXPOSED AGCK[GATC SIOCRALK CM K CAST N PLACE AFTER PLACEMENT Or PRECAST RAMP FtooR. PRECAST CONCRETE SHALL K CLASS A-4. REQUIRE D RAN SAMS ME t0 K NO. S x B- PLACED VCENnOt TO CENTER ALONG 00TH $OS COr 1HE RAMP OR FLO..1D-OEPTH OF I FLOOR. YNUY CORMTE COVER e/H 05 DDIII B" Cure RAMPS WILL K MEASURED AND PAID FOR AT THE CX WADI WY PRICES TOR "YDRAHIAC CEMENT LONG R 12- C-C CONCRETE SCEWALA AI(D EOWD AOCPECATE SOEWALK.CONPLEIE•N•PLAICE. /"SLoptt �M C01K'M1S1!UCT0" JONI CV"tCt" 40 CUTTER SLOPE TRANS010" ADJACENT TO TO CURS PAIPS IRE ASY11010 N PAYMENT /ten FOR CYRSACU" AND CUTTER. ^rr_-•••- -� WHEN USED N COMANCTCN WITH STANDARD CG-3 OR CC-?. THE CURB FACE ON INS STANDARD IS to at AOAPSLCO TO MATCH IK MOUNTABLE CURS AM CON"WATCNL ''. ----• CURS RAMPS M[ TO RE LOCATED AS SHOWN ON M PLANS OR AS d1CCIE0 BY THE 1!MGNUW SECTION B-B tHEY ARE TO K PROVIDED AT NTCAUC/CN5 WHIMWFA AM ACMSSMKE MOE IB BHTHIN THE 111:H1 Or ® KCESSWE PMIE 15 OU0110 AS A CONTINUOUS WAY OF A NOWAY FACILITY CROSSES A CIRe REGARDLESS Ott W'KtHER SIDEWALK IS MIND, ULOSSIRNCTEO.ST*AC.FRM AND SLI RESISIAFT PROPOSIMOR NOKXSTENT. THEY MUST SE LOCATED WITHIN PEDESTRIAN CROSSWALKS 06 SHOWN ON PLANS PATH COHNECTANC At ACCESSIBLE ELCMENIS Or A OR AS ORECTEO BY THE EICNIEER, ANO SHOULD NOT BE LOCATED KHRC VEHICLE STOP LINES. rKAnY THAT CM K APPROACHTD. ENILK0 Ail EXISI•C LCHT POLMIRE HYORMIS.DPOP KEtSEEN rC. WILL ALSO AFFECT PLACEMENT - USED BY PERSON' +ARM MOSitrY IMPAIRMENTS. COMBINED (PARALLEL & PERPENDICULAR) CURB RAMP � REV. 7,DT (ACCESS FOR MOBILITY IMPAIRMENTS) $m 20].07 VRGeM OEPARIHETRANSPORTATION W or TRA SPORTATI 760 755 750 745 I 0+00 exrWwOe 1BUM SM RN C-11 Loa r/SDiMaeEJv TVVO 80155 4'Ae III II If N► wlrAEtE FODISC SECTION A G m o 06 j v: zo OP GRADE -_ MP E� -GRAD -- o (� � z o 1 15' MIN LEAR aT7A- LEN 11 SLOPE 0. 10% D 18in. , --TLEN'' 2, -` DIA 18in.PP to C tp h ( h LCS OAF Ir +t�F Co i 0+50 1+00 CUVERTS 17A-17C 760 755 750 745 __- C 17C LEN 29 SLOPE 1.00% DIA 15in.CPP 740 U Iq 00 h 0 0 r,' to L�LI (^ I v) 6E RZ, W PRO' GRAD - -- / C50i LEN 1 i 8 -' 100% LOPE bIA 15in _ CPP ! - ----- _. _C50. _._________ EN 34 SL PE 1.0 DiA 18in.0 P CJ I V U � - � dam^ 06 'H' h o z o� N,z I L"n ,af Coo��� v±� 1+50 0+00 ISLOPE FM rr amm slJe r/ PP A VDOT Ca -a ETCH POST FiD W MWAL OF 4) _ w Ir CONOWE --►U FILLED POST _ t3 PLAN A FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL L HIM N WICAL7E ua CUB N UPE71 D CLOSED POMM 2C 80110 3/ar M CRABE 760 Ph 755 750 745 t_ W 0+50 1+00 1+50 CUVERTS 50-50A EX �� RADE )P GRADE �K It, 1` ! - f - - -6- f?VC-,SDRI 4' WATER MAIM v Y - - i CLEARLu Ed__..__ j U LL1 i�� Fw.•• 00 L N [ O + 0+00 0+50 WATER MAIN I 00 + 755 750 745 760 755 750 745 740 _ PROP GiRADE ! EX GCE - - 1-r-7 LE N 92 SLOPE ' .00% DIA 15ir1-CPP US CD to z C) N O � � ohW vJ��.- V`JCi o� [ 0+00 0+50 CUVERTS 45A EX G�RADE PROP BADE i LEN 5 J SLOE 1.00 ill bin. VC DIA 6in.PVC ---__.-_._- ---- --- _ tic- ------- h � NF h O otoz O r.j -•- CJ�i cp h I z� O Ohm LJJ L���y OI.Ct� O 0+00 0+50 1+00 SANITARY LATERiAL GRAPHIC SCALE 50' 25' 0' 50' 100' I � _ > /NCH = 50 ft. HOR/Z. 1 INCH = 5 ft. VERT L6 0 °°oF- C°o + tLo f Cl; U-) a:? _J �100 G1NIq Y O � J 3 Z C) < Q O °w� wow ache 1, l--Nz s c� O U) E N 6 a I1 U 0 �'o ��hWOG fn 4.1 4_4 0. U CO\I cit U) . V 4) 4" L 0 tC Q O N N t? H'- N p 0 v? fn ?, C � �' � Q � v > N O 0 06 a � r, c`no C: i -,;r)� to (0 Cc r�I'W1 •- � O O • r-1 [.. v R i 2 (n 7 _ { O q) 4.0 q) rIIN� a[ LLJ J F-- W U Z o� M Z' 3 O C9 U w 0 z 0 U. W IL f� O WW 0 U W 0 R' Q:� a_ LEI Q Z 0 Z 0 N V) Cn li fry(�H//i W Q LA. Z LIJ Z > (,J _J w O i- Q w Q U = a V) Q (n Cn F (NLd J a O M O f- 00 vU O Ld O ' O zW a I-`' � 01i w � _ 0U E V-