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Home My WebLink About056-98 Emmanuel Baptist Church - Gainesboro - Backfile (2)GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C-r-3 9= EXISTING INTERMEDIATE CONTOUR 33 SCALE 1"= 2000' L-U L-U 04 0 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion Q> 2 00 N 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, and Sediment Control Regulations and any other state, federal, or local regulations applicable. In the event of conflict between any of these standards, specifications or PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT 40 EX SHEFIIAOOCF LLJ C (0 U-) (0 0) _J 0) 1 I 0 must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion plans, the most stringent shall govern. PROPOSED EDGE OF PAVEMENT PROP E/P FORIS r Tow U-) 04 ",_C654) Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EXC&G L C 0 V) iodgsont 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G CC Manuel Rose Dale _U Lj_j C 0 't -c Ln (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER OA OR 50 - ristian Academy Baplist C3= 0- 0 Q) X S -@ 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, be in the CG-6 CG-6R UN) Chri'stitan c.d,.y Academy C-r-3 F) < LL_ shall accordance with current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R 7 R u Hill required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's H11 I- Cn co Roune,, WOODCHUCK 50 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE h, Q) 0 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T Hill 711 Nbhd Pk HEIGLiTS 03 MFw4u Q) > (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP 'HIL I Candl NEWALL C n responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER CR`ST Hill ICHARD Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP _7 ldt V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX ui 7. Warning signs, markers, barricades or flogmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER < _J 04 > Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE _J UJ < 0 > contractor, various County agencies, utility companies and VDOT prior to initiation of work. > 00 a- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P SHEET 1 Cover Sheet 9i C1. < embankment. V7. Contractor shall notify the local VDOT Residenc Office when work is to begin or cease for y SHEET 2 Large Scale Plan of Site 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less an undetermined length of time. VDOT will also require 48 hours notice for any y EXISTING GAS LINE SHEET 3 Enlarged View of Addition < C) < 0 LL_ than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE SHEET 4 Entrance Improvement 0 > 0 bi 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the _J UJ �-r 1- 5 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE V) < < 0 > 0 0� PROJECT INFORMATION ll. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. Furthermore, access to other affected by this shall' be maintained FLOW LINE .. . ... Z m a- 0 Z :2 a- Q� < 0< LL- be minimum 6" diameter and conform to VDOT standard SB-1. properties project through construction. FENCELINE < J cj� FL U_ . C/) PARCEL IDENTIFICATION NO. 52-A-72 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 0 0 Z < Q� UJ Lo < L UJ one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: 2774 NORTHWESTERN GRADE 2 < >- and at the end of construction. EXISTING TELEPHONE POLE (7) TOTAL AREA: 9.78 acres 0 LL 0 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA 3,,,'.p 0 0 s q. f t. entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to hove EXISTING WATERLINE W/ TEE -- ------ DISTURBED AREA: 3,1000 sq.ft. 'A whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w w Ti w CURRENT ZONING: CURRENTUSE: R,,' I CHURCH 14. Notification be to the appropriate utility company to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 's PROPOSED ZONING: RA shall given prior sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPOSED USE: CHURCH sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE MAXIMUM HEIGHT ALLOWED: 35' PROPOSED HEIGHT: 16' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER E- E- standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER REQUIRED PROVIDED Z 0 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER w BUILDING SETBACKS: FRONT: 60' (CHURCH) SIDE: 50' FRONT: 204' SIDE: 1 77'/l 09' 0 V) �4 .14 P contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN REAR: 50' REAR: 460.5' - 0 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) > W 'Cl 0 "t 'a 0 10 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT REQUIRED BUILDING SETBACKS: FRONT: 60' PROVIDED FRONT: 301.5' ry 0 4-> Q) rO 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND�AOMR JURISDICTIONAL W Q) 0 result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD P CONSTRUCTION PARKING Al2 (SHELTER) SIDE: 50' REAR: 50' SIDE: 119.5/338.5' REAR: 397.5' Q final VDOT approval. INDICATOR C6 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans REQUIRED PROVIDED BUILDING SETBACKS: FRONT: 60' FRONT: 511' V (D $� development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION (H OLI SE) SIDE: 50' SIDE: 192.5'/342.5' C21 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING 6 REAR: 50' REAR: 206.5' W co M 00 0) shall meet VDOT minimum design standards and is the developer's responsibility. I- 00 M 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected < CQ N -4 in accordance with state law. In the event grovesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 1FO-0 > REQUIRED PROVIDED Q11 r- '_1 El- 'I-, co engineer must be notified immediately. any dedicated stireet right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE PARKING SETBACKS: FRONT: 5' FRONT: 21.5' 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. SIDE: 5' SIDE: 7.5'/l 42' at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Vl 7. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement REAR: 5' REAR: 224' 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT I r�l proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + PARKING CALCULATIONS professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT F.A.R, CALCULATIONS Churches geotechnical report has ben prepared, it should supersede the requirements in this note. 23. Contractors utility lines in the area of excavating SANITARY MANHOLE INDENT1FIER RA Zoning - No 'requirements 1 space per 3 seats shall notify operators who maintain underground proposed days, but than ten (10) days, to Maximum Seating = 300 or blasting at least two (2) working not more working prior commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 300 / 3 = 100 spaces required in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 100 spaces provided 4 handicap spaces provided EASEMENT LINE All spaces are to be before ILD CENTERLINE parking paved further additions will be allowed. Q) EXISTING SPOT ELEVATION 12.0 -0-.> �$ Phone: Bell -Atlantic PROPOSED SPOT ELEVATION + 12 _1 ENVIRONMENTAL FEATURES Average attendence = 130 40 cars on average in attendance <� 0 > 12� P.O. Box 17398 EXISTING TREE DRIP LINE PERCENT FEATURE DISTURBED Baltimore, MD 21297 4-) 4-) 4� (301) 954-6282 FLOODPLAINS 0 Q) �D Power: Allegheny Power MISS UTILITY 1-800-257-7777 FIRE MARSHALL S NOTE EXISTING TREE 15" OAK 15" PINE F- LAKES & PONDS 0 IC-11 P-4 0 OAK WETLANDS >11AC 0 U) -0 P.O. Box 1458 SINKHOLES 0 0 OU Cd ;_4 Hagerstown, MD 21741 1-800-654-3317 Fire lone markings and signage: "No PROPOSED TREE NATURAL S.W. 0 EXISTING SIGN ON PROPERTY IS 10' TALL AND 60 sq.ft. IN AREA. 41 0, Any Parking" signs and yellow painted curb locations will be installed DETENTION AREAS CJ Gas: Shenandoah Gas Co. by field inspection at the direction of the Fire Marshall's Office. STEEP SLOPES 0 0 Y) r_4 Q) P.O. Box 2400 >1 5% ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL 1:,- Q) -4 Winchester, VA 22604 (540) 869-1111 WOODLANDS 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY -4--) CO Q) C3 ;.., TRIP GENERATION DATA CO VER SHEET 0 Z There is a Wednesday night meeting with approximately 15 vehicles; otherwise there are during no services or programs the week. A traffic count of 10 VPD's for the parsonage ARK D. SMITH Project Name: Project Number: is an accurate figure for Monday thru Saturday. No.022837 e7e Emmanuel Baptist Church 2213 Sunday services generate an average of 40 cars for a total of 80 VPD's. 7?e V1 � _� to IL, Magisterial District: Date of Plan: (Month, Day, Year) Gainesboro District 7/16/98 Numbers are based on data supplied by Emmanuel Church from attendence records. Owner: Address, Including Zip Code & Telephone No. PROFESSIONAL SEAL & SIGNATURE 2774 Northwestern Grade Emmanuel Baptist Church Attn'. Gary Triggs Winchester, VA 22603 THESE PLANS ARE IN CONFORMANCE WITH (540) 667-2233 FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANCE Developer: Address, Including Zip Code & Telephone No. IN THESE PLANS SHALL BE APPROVED BY same DATE: 7/16/98 THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. DESIGNED BY: Oates Engineer Certif�ng Plan: Address, including Zip Code & Telephone No. 151 Windy Hill Lane JOB NO. 2213 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 Engineer's Notes: 1. The boundary infornation shown does not constitute a "Boundary Survey". The bearings and distances shown are from the plat of record at the Fredeick County Clerks Office in Deed Book 366, Page 546. 2. Adjacent properties are represented by their respective recorded deeds and plats as well. co 0-) �01 LD (\J LC-) C71 C: C) :;E C71 LLJ S C- C-) CC) E:-: F=- LU C) L i Cr C) C-) cn a .0000" Raymond eafle� TM 052-A-11 Charles Anderson DB 136, f=G 245 TM 052-A-roa Zoned RA D5 138, PG 245 Use: Res, Leentia I ZonedRA Ex. Pond Water Level 104.6' 7 lFr 7-/— "X ------ -7*2 14410 0/ ------------ E HowarcVLtrell . ...... TM 45�-A-54 [)5 esS3, f-G 13 A —A Zoned - RA/ 501 r'S.Restriction t, Llne Howard Luttrell Z TM 052-A-83 r:)5 OC33, f-G 13& RA Zoned Ube:Vacant V\ Rog Hawkins TM 052-A-62 ------ --- Zoned RA Use:Resfdontial f w7n5 A-81 TM 452 Zoned- R.A Use.Vacant e Alfred Williams TM 052-A-eC 49 Zon ed RA .Vacant Ex. Hou Use Ex. House Alfred Williams TM 052-A-Ilb Zoned RA Uee:Residential J El Dona ld Am TM 052-A-16 Planninol Note- "3 '2m":�k -2-A -16 . %P , / I . - -�-re will be 4? D5 49>5<�, PG 361 , XJ Tf ary additional a space& reefulred Zoned and the parking lot must be paved and curbed, RZA d�A Sol, Is tia I pi entia I prior to AA9 Further addltions. Landscapine For the paWfrQ lots will be determined at the time 10 or the Future add"fition accord1n!@.to--the CountV ordinance- E 0 7' 3 J-4w er it -103B", Everett,,6�wer5 586615a11 Backstop, TM -52-4-76 J C>5 rc>28, PG 46� Zoned RA Use-Re8ldentfal Ex-S�W 14 '-A Op 4 c1clit, 2400 0?7 4 -,qj zx Chu Ar ed rch Bas, Gale Rawlln-6 r Paul LocklF4-rt 14 TM 052-A- D5 PG 242 /Z Zoned RA Use:Reeldentlla-1, Q kP rJ 11364.0 SQ� FT, 0. -9 6 A C RE, S QL TM 052-A-13 DE3 roal, PG -361 Zoned RA Utse:vacant 7 - 7- z". / "Mohawk Motel" TM 052-A-62 and &C, 51W f=G 441 D5 F Zoned 5-2 Use:Motel See D5 3&5, PG 312 for con5olidation plat of 062 and Oro& PP N366W (D z M UJ UJ LU > (D Lo OC) C14 (N 00 Ln 0 > It UJ T- L0 UJ -Q U) C 0 C a) -C 0-1- = U-) 0- Q) X < V) (A Q) 0 > kl*v C :3 Ld Cf) E- z > 0 Q) > W Q) 0 1-4 "o V) E- 4� 0 Q) co Q) W < '01 1 1 1 1 Cn 00 No 6 �- 4 C) Of LO Q) 4-) Q) 7:$ 0 �-4 0 > 0 Q) 4-3 Q) 4� QL) V) Q) �-4 Q) 0 Northwestern C-,,,,. - U'S F;zo "Pee' * mJule -50 E DATE: 7/16/98 cl L t 55 m�,h- astboumd Lane SCALE: 1 50' DESIGNED BY: Ocites Not f or Construction JOB NO. 2213 [SHEET 2 OF 4 M CD U-) C) C: LLJ C-) CD LLJ cli CU. Cr CD 3; C-) Lr) -,j .. .. ........ LU czz� ...... .... ... ........ 4p 0 T_ 2 L0 0 00 C14 0,0� Q) 0 2" SM —2A 7F `E > Ln 6" 21—B BASE 6 Ui LU I-- Ln Cc: 04 - LC) 0_ STONE U q) X . ...... PARKING AREA PAVEMENT SECTION Existine Gravel Overflow Lo < LL. . . . . . . . . . . . . . (BASED ON CBR-6) Cr� 0) 0 w C: A % > LLI V) 9 Sewer ]F=>ump E�C/x 14 f 0 0 Q) P4 Inv 13 9.9' Well goo 5eptic Tank > W 0 V1 r, Cd 2p� In Roof Drain Inv=1513.5' t "(::>Cate exist L'mciereroutic, Ut'ng� 7 r4 co Q) �-4 999 J W co co 00 Roof Fr*ane Tank A/ 9 9 _)/1+ 0- HVAC's NI 9 7 2 J < co 0) co J Existi Landscape 5ox [_7 wire anchor Relocate PVAC -stand as needed to clear the 00 C-4 new building b� 3' Fr posed Remove Existing utlllt� Room FF=10000, 4r�hltectura 1 draiMn!ts For tep and han�,�i�ra!n p la�out details. C� 0 ;i� < :�E Exfsitng Ur g LahcIscape 5ox -r-, FF=100.00' Roo, an Fow�, le (T5R) —7, f 0*nt This area is to be striped and 0 LO If 1 de enated "Fire Lane". 0 C/) (24 bil) 4_> 0 7� > �D co �7<:yicap Roof Inv 'Bro.o, (z 4� C� 0 0 U 0 QL) Q> V) Ct 4-4 /6 . .... ..... ..... S/UJ H/C 5ign 4-14 y Lb DATE: 7/16/98 H/C 51gn SCALE: 1 10' DESIGNED BY: Oates JOB NO. 2213 SHEET 3 OF 4 C-) LU Ui LU 0 00 FDf=l N41102J Co ID NN (0 Ln 'E (D 0) P' -T- 0 Ln 77t7!!- LU UjCc Ol- 4—, -j- LC) X -T- Z Z < F-- LL- ET W Go 0) 0 C 0 VDOT 8tat'darci LL1 Cn 4 Entrance Mailbox --- 77 --------- !R�qk OutcrQp --Rock -v — ---- 1`� - .3 .__ — 84 Rep EX 12 "R CP X "M are With an 11 Coate >< B5 cf- 4v-1p 82-5 n �n Inta in ock oppi OL Rock Outcroppi al.4 1,2 63.0 - ------- ---- 40ot to 'Rts r054 X 512ht D1,5tance X 82.4 X al Genera I Notes- 1. Frovicle 2 feet of eravel at 0" cleep from edge of pavement. 2. Ditches are to grass lined. Contractor is to insure so!] stabilization immedlatel� upon reaching gracle. --- RE all 70 -50 LSOR 70 -50 all 011 70 -50 Cross Section A -A Existing Entrance at Motel Horiz I"=10' Vert I"=10' Cross Section B-B Horiz I"=10' Vert 1"=10' Cross Section C-C Horiz 1"=10' Vert 1"=10' R all MOCK X 70 1 -50 a %em EO Cross Section D-D Horiz I"=10' Vert I"=10' '----T --." Rock T- L -2 X 70 L -50 af af] rl#� Cross Section E-E Horiz 1"=10' Vert 1"=10' 25% 1 X L6 C� 70 1 -50 Cross Section F—F Horiz 1"=10' Vert 1"=10' x 411. X >< EX 12 "k1C L t orl Route--�;—o ,0 Lane Str prn, -is Cut the enb& OF the pipe at 45' arele&, 1.5" SM-2A 5.5" BM-2 8" 21-B BASE STONE PAVEMENT SECTION (BASED ON CBR-6) z 0 w > W Q) 10 Cd Q) 0 Cd Q) 00 Ld 0) n 00 F— Cn 00 CA N 0 Of C5 x ON 03 - r-� 0 LO 0 Q) 4-) -4-) C/) > > �D Y) r" 0 Q) �2l 00 0 0 0 Q) Q) Z 4-> Y) CO 4-) 0 DATE: 7/29/98 SCALE: 1 = 10' DESIGNED BY: Oates JOB NO. 2213 SHEET 4 OF 4 a CC) C\J e1i Lr-) 0) C) M: LLJ U cl) :D C (a E� C_ LLJ CU (\i CD cn GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C13 C= EXISTING INTERMEDIATE CONTOUR SCALE 1"= 2000' L.0 04 0 Co 1 Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 04 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion C14 04 2. Measures to including detention serving as silt basins during construction, and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 EX__�/ 0* LJ_J .0 (0 Ln o.s (.o,, - control erosion and siltation, ponds applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT SHERIA000" Radin Orl I _J I 0 must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P FOREST C654) 65 Towers C14 relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT , �Z/ LO r- Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration VOSH Rules & Regulations. EXISTING CURB AND GUTTER EX C&G I -0 C: 0 C: 0 It 4odgsont 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation and PROP C&G E manuel Rose Dale LU _r U-) (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER �OAK C ;C 50 ristian Academy Baptist -C 0- Q) X V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CC-6R Christian Academy C r 3 U-) < 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CC-6R Rou Hill LIN) required under State low. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's HILL v) (n Round I 50 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE WOODCHUCK 0 0 a) ��N with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T Hill N bhd Pk HEiGkiTS - - 03 V ��WWAQ W > (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP ST( ST� IR Candy NEWALL C :3 responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER PROP. 15" RCP ILL CREST 7HIL4 Hill tCHARD ICH U-1 V) Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER SHEET INDEX 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER _J > Control Devices (MUTCD). 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. EXISTING ELECTRIC SERVICE > <,_�o E > 0:� of 00 a- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE p P SHEET 1 Cover Sheet Li- a - 0- < embankment. V7. Contractor shall notif the local VDOT Residency Office when work is to begin or cease for y SHEET 2 Large Scale Plan of Site a- 0 -1 LL_ 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE SHEET 3 Enlarged View of Addition < - 0 0 < LL_ than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GASLINE SHEET4 Entrance Improvement 0 l_ LL_ 0 > 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the < _J :3 > on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE Cn < < 0 > 0 ry M PROJECT INFORMATION ll. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virainia Erosion & Sediment Control Handbook Sec 3.02. Furthermore, access to other affected by this shall' be maintained FLOW LINE _J D_ 0 Z :2 a_ W <0< LL_ be minimum 6" diameter and conform to VDOT standard SB-l. properties project through construction. FENCELINE < 'a,'_ < _J Cr a- LL_ V) PARCEL IDENTIFICATION NO. 52-A-72 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 0 Z W Ld V) (A < 1. W one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during STREET ADDRESS: 2774 NORTHWESTERN GRADE Z 0 >_ 6 and at the end of construction. EXISTING TELEPHONE POLE TOTAL AREA: 9.78 acres i3 0 * LL 0 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA 3,000 sq.ft. N 3: I-_ entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE DISTURBED AREA: 3,000 sq.ft. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE w w T W CURRENT ZONING: RA condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that EXISTING FIRE HYDRANT C&I CURRENT USE: CHURCH PROPOSED ZONING: RA ti. PROPOSED USE: CHURCH sewer lines. Information should also be obtained from the appropriate authority concerninj permits, cut rn sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE MAXIMUM HEIGHT ALLOWED: 35' �Q PROPOSED HEIGHT: 16, Z 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER E_ E- standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER REQUIRED PROVIDED Z 0 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadwa fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER 4> W BUILDING SETBACKS: FRONT: 60' (CHURCH) SIDE: 50' FRONT: 204' SIDE: 17 7'/l 09' 0 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed y be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN REAR: 50' REAR: 460.5' 0.4 0 4-0 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) W '0 .t utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT REQUIRM PROVIDED 0 0 'p 10 -0 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL BUILDING SETBACKS: FRONT: 60' FRONT: .301.5' V) Q) result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to STANDARD RAMP CONSTRUCTION Al2 (SHELTER) SIDE: 50' REAR: 50' SIDE: 119.5/338.5' REAR: 397.5' final VDOT approval. PARKING INDICATOR to 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES Q) must be provided to Frederick County SanitatTion Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans REQUIRED PROVIDED BUILDING SETBACKS: FRONT: 60' FRONT: 511' development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION (HOUSE) SIDE: 50' SIDE: 192.5'/.342.5' C:l 4 PL4 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way PARKING REAR: 50' REAR: 206.5' W M 0) CO 0C) shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event giravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT REQUIRED PROVIDED r- r- M I engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE PARKING SETBACKS: FRONT: 5' FRONT: 21.5' 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. SIDE: 5' SIDE: 7.5'/l 42' at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement _JJ'11__ REAR: 5' REAR: 224' 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING STREET LIGHT proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN PARKING CALCULATIONS professional engineer and results submitted to Frederick County prior to pavement construction. If a PROPOSED SANITARY LATERAL CLEANOUT F.A.R. CALCULATIONS Churches geotechnical report has ben prepared, it should supersede the requirements in this note. lines in the SANITARY MANHOLE INDENTIFIER RA Zoning - No requirements 1 space per 3 seats 23. Contractors shall notify operators who maintain underground utility area of proposed excavating Maximum Seating = 300 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDEN11FIER 300 / 3 = 100 spaces required below. These be to serve in an emergency condition. 100 in Frederick County appear numbers shall also used spaces provided 4 handicap spaces provided EASEMENT LINE All spaces are to be before LO CENTERLINE parking paved further additions will be allowed. Q) EXISTING SPOT ELEVATION 12.0 4-) ;:1 + Average attendence = 130 0 <� Phone: Bell -Atlantic PROPOSED SPOT ELEVATION 12A ENVIRONMENTAL FEATURES 40 cars on average in attendance 4-) 124 > PERCENT P.O. Box 17398 EXISTING TREE DRIP LINE FEATURE DISTURBED - Baltimore, MD 21297 (301) 954-6282 FLOODPLAINS 0 Power: Allegheny Power MISS UTILITY 1-800-257-7777 FIRE MARSHALL'S NOTE EXISTING TREE 15" OAK -7� 15" PINE i_\� LAKES & PONDS 0 WETLANDS >lAC 0 Q) U) rzi Q) 0 P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317 PROPOSED TREE OAK SINKHOLES 0 NATURAL S.W. 0 EXISTING SIGN ON PROPERTY IS 10' TALL AND 60 sq.ft. IN AREA. 0 4--1 0 ou co �_4 0 C� Fire lane markings and sianaae: Any "No Parking" signs and yellow painted curb locations will be installed DETENTION AREAS > -0 Gas: Shenandoah Gas Co. by field inspection at the direction of the Fire Marshall's Office. STEEP SLOPES 0 0 P.O. Box 2400 >1 5% ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL 17' Q) Winchester, VA 22604 WOODLANDS 0 MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY _P (540) 869-1111 TRIP GENERATION DATA CO VER SHEET 0 There is a Wednesday night meeting with approximately 15 vehicles; otherwise there are no services or programs during the week. A traffic count of 10 VPD's for the parsonage "-A ARK D. SMITH Project Name: Project Number: is an accurate figure for Monday thru Saturday. No.022837 Emmanuel Baptist Church 2213 Sunday services generate an average of 40 cars for a total of 80 VPD's. -.10 1, Magisterial District: Date of Plan: (Month, Day, Year) Gainesboro District 7/16/98 Numbers are based on data supplied by Emmanuel Church from attendence records. Owner: Address, Including Zip Code & Telephone No. PROFESSIONAL SEAL & SIGNATURE 2774 Northwestern Grade Emmanuel Baptist Church Attn: Gary Triggs Winchester, VA 22603 THESE PLANS ARE IN CONFORMANCE NTH (540) 667-2233 FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code & Telephone No. DATE: 7/16/98 IN THESE PLANS SHALL BE APPROVED BY same THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. DESIGNED BY: Oates Engineer Certif�ing Plan: Address, Including Zip Code & Telephone No. 151 Windy Hill Lane JOB NO. 2213 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 4 L3 CD C-) co (NJ LF) c:n :D _zl C: C) �7E LLJ Engineer's Notes: 0000000, 1. The boundary infomation shown does not constitute a 11 Boundary Survey". The bearings and distances shown are from the plat of the Fredeick County Clerks Office Ui record at in Deed Book 366, Page 546. 2. Adjacent properties are represented by their Ui respective recorded deeds and plats as well. Ra9mond Ballev TM 052-A-11 0-arles Anderson D5 13a, F)G 245 TM 052-A-68 Zoned RA D5 13a, PG 245 Use:fResLelentlal Zoned RA (D Ui Ex� Fond Water Level z 104.6' C 0 L0 CO 'Ix 4, < CIA 00 U _J 0) L- ON Fl/ N Howar uttrell Ui UJ > LO V) C 0 0 TM -A-64 �72 134( Z onea Rk, U6(q:R4ysfdent1&l —A" 50' 15ull ing lk�*trlcti on Line C) -C Ln X < i1 u- Howard Luttrell TM 052-A-63 De 6CJ3, FDG 13(0 Zoned RA U6e:vacant Z Jy (1) U) Q) 0 > C :3 ROV Hawkins TM 052-A-02 Zoned R4 V.- ------- - Ld Cn Ro� Hawkins TM 052-A-81 Zoned RA > Use:var-Ant Alfred Williams I z/ 4-j Q) TM 052 -A-W Zoned RA Use:Vacant "-T Z I '. I / , Ex. House W (Z a 0 V) �4 10 Alfred William5 TM 452-A-11b Zoned RA hl� Q) r-1 Cd Q) �74 < C\2 C\2 Donald Amick TM 0!52-A-18 Flanrilnci Note- TPkere be 8 00 D5 651b, FG Zoned RA will arr4dclitional spaces required and the rkln!@ lot must be,paved and curbed Use,Reafa( Val - an (P v,7 prior t 11 Furtlier adclitrons. Landscapine.fo� the pa lots will be determined at the time of the Future addftlon accordl" --e Count� `7 F v I > E 0 41 00 0 :v Ahelter 03.8 J, 5ackst op Everet t,455ower5 TM IS2 -A - I (o D5 628, FDG 462 5 Zoned RA 14 OP 4cicilt, 2400 0?7 #,P. ,, sr 00, UY, J�x Ares ".Xjrch sememt Gale Rawllng6 TM 052-A-62 and &ro D5 FnG 447 Zoned 5-2 Use;Motel 5ee D5 305, FG 312 for Q) % Paul Loc"rt TM 052-A-14 D5 &131, f-G 242 Zoned RA U5e:ReeldsntjaI, f, con5oliclation plat of %2 PP MR36(d "Z _- - ZVI' 0 _, , / and Oro& 0 _i__� bl) Y) I e co Q) �_q (t Z 11364.0 SQ. FT. ......... WA. Q) > (D 4_> (D 0 Y) Q) 0,26 ACRES 5rian Kenneq TM 052-A-13 D15 roal, F)3 381 Zoned RA u5e:vacant Co "Mo�-owk Motel" U) P-� Q) V) 4-) FFD ON4110IJ VD 010 IiII1111111111111 Fou�'d X 0 ZIEZ� Z L11111,1 15 ............ - llor,,ues,ern Grad, FRoute '�Peed Limit 5.5 'Sstboumd DATE: 7/16/98 m ph- Lane SCALE: 1 50' DESIGNED BY: Oates JOB NO. 2213 Not f or Construction 1 SHEET 2 OF 4 �j M 0-) LM Cn LU j > W 'V _j . ..... . ....... t In-9 U# iee W ps If N U 0 00 20 'E Q. 0) . ... ... 2 SM-2A -JE 0 6" 21—B BASE V C § Q) L0 Cc: 04 U-) STONE (L) X PARKING AREA Existine Gravel Overflow Lot POEMENT SECTION a) (BASED/ON CBR7'_-6) Z Cp) W (1) (1) 0 Q) C :3 4 1 f Ld V) Sewer Fume E 98 /I If 0 0 Inv Well -Septic Tank 99D > W Q) 0 1.4 10 co Roof Drain LA Inv cJzJ.E>' 2R Reloca te exi Umd(grground St'n UtIlit es -I Q) Lid z 999 Roof Drairt�111_1_:Il LLJ 00 00 CO 0) 1 1 7 j__j I Y Tank rl/ 0-I + VGC___ 'elocate- 97-IL 00 r—z Relocate �4VAG stand as needed to clear the 1�__ ol-,�__ V Existine Landscape 5ox 4- 'N a -round eu� wire anchor F_ V) 00 new buildine b� 3' Proposed FF 100.00. 4r�hitectura I Remove Existing 4 utfllt� Room jor step and ha �df& 3 "e , p la�out details. 7 g LahcIscape 5ox Exisitng FF=100.00' ROO and wer-j,"', le (T5R) j L This area is to be striped and "Fire LO des enated Lane". 0 C/) Q) 4_> f, 4-) 0 4� > Y) Q) 71 0 Roof Drain,, 0 0 4- 7� 0 6/jU W/C sien L Ly Lb H/C $fen DATE: 7/16/98 SCALE: 1 10' DESIGNED BY: Ocites JOB NO. 2213 SHEET 3 OF 4 (L3 A co C) U-) 01 C: C) -F C7) C: (a C- LU CD ro LLJ C\j C\j rr CD C-) cn Ull Fare, 70 w WON 70 all Fears 70 f=F ON41102J Genera I Notes- 1. Provide 2 feet of era, 2, Ditches are to erass I stabilization Immediately 54�� Cros�s ot--uuiun H—i-i Existing Entrance at Motel Horiz I"=10' Vert I"=10' -50 0 Cross Section B—B Horiz 1"=10' Vert 1"=10' ---------- 2B% X -50 Cross Section C—C Horiz 1"=10' Vert 1"=10' Of E90111 70 M 0 70 U 115.13 0 tZ7 U U I U I I V — Ij Horiz I"=10' Vert 1"=10' 1X C� -50 Cross Section E—E Horiz 1"=10' Vert I"=10' 2 d X Cross Section F—F Horiz 1"=10' Vert 1"=10' NJ LIJ Cut t�ie erb& oF t�-ie pipe at 450 ari(21ee' 1.5" SM-2A 5.5" BM-2 8" 21—B BASE STONE PAVEMENT SECTION (BASED ON CBR-6) (D Z (r Ui Ui Ui 0 (0 00 E 00 LO 0 C" Ui I-- .4 L0 N LU-U C 0 'vj)) 0-4- o< (1) X V) U) L- L-- Q) 0 Q) U) C :3 LLI Z 0 W > W 0) Q) Z Z 00 0) < Q 00 00 C\1 0 ;i� 0 LO 4� 4-� l:1 0 Q) 4-) 4-) Q) 4-j 0 0 0 Q) V) 4� Q) 'C� Q) DATE: 7/29/98 SCALE: 1 " = 10' DESIGNED BY: Oates JOB NO. 2213 SHEET 4 OF 4 C-)