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Home My WebLink About066-98 Dousa Miniature Golf Course - Gainesboro - BackfileGENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAPclf z EXISTING INTERMEDIATE CONTOUR -- -- -"- _ 33 -- - - SCALE 1 "= 2000' W 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. Vl. All work on this project shall conform to the latest editions of the Virginia Department of ;1 Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion EXISTING INDEX CONTOUR �� - -CQ 330 : : i V .�\' - m ZC.0 Go C� 012 � and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 i� : 1 yy G LZ 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P Y a licable. In the event of conflict between an of these standards, specifications or PP Y P the most stringent shall _.__..__ __ EXISTING EDGE OF PAVEMENTto __ E�P _.-_ `y"" 684 ! '. 799 ! - - ----- - - co LO i rn plans, govern. PROP E/P - ---- - - - - - relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT !' 688 4` i I Q x Control Handbook. the Resident Engineer, Virginia Department Transportation V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. EXISTING CURB AND GUTTER EX C&G ` s� + I��. �� S i �e Z o 3. A permit must be obtained from the Office of of (VDOT) Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER PROP C&G �,�� 1 � � `�°� 600 v 681 � w L J � � 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, shall be in accordance with the current edition of VDOT s work area manual. CG-6 CG-6R GAINESB 522 ORO ! d n •�' ~ a� � E~ w required under State law. protection Furthermore, all traffic control flaggers must be certified in accordance with VDOT's TRANSITION FROM CG-6 TO CG-6R i Gain or 684 Cn 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 C<�� ' G ine oro Nei hb hood GAI ESBORO (D 0 a p County Representatives, and Representatives of the Virginia Department of Transportation with the Developer, PROPOSED TELEPHONE LINE T T Pa 681 tic (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 d w 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 - I S 522 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP_15" RCP 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 q0 w 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required b the local VDOT Resident Office, a reconstruction conference must be q Y Y P PROPOSED SANITARY SEWER _...._..____._..._..._"_�;,....____.____...__.___.___..�_..-..._..-_...__..-._._.__.._._-.__ Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE A ^ contractor, various County agencies, utility companies and VDOT prior to initiation of work. --� aCQ 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P SHEET 1 COVER SHEET -� 04 w o o 0. embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for anundetermined length of time. VDOT will also 48 hours for SHEET 2 SITE PLAN 1 /,T , y �� ; a w d v ca 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less re uire notice an Y g q Y EXISTING GAS LINE ,,.., . r°°-" / �. a o than 6 will require revised pavement section re aced b Greenway Engineering and approved b the owner. q P prepared Y Y g PP y inspection. PROPOSED GAS LINE o o �, o H 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 _ d > A on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE Q a 0 P R 0 J E C T 1 N FO R MA TI 0 N 11. 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 properties affected by this shall be maintained FLOW LINE _.-_ __ _ _ _ - z � o w w be minimum 6 diameter and conform to VDOT standard SB-1. project through construction. FENCELINE ___4 -� X -#- X y - X' -- - �, � PARCEL IDENTIFICATION NO. 29-A-73C 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE z �, Cn 13. one litter receptacle shall be provided at the construction site. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE � STREET ADDRESS: 154 GAINESBORO ROAD TOTAL AREA: 3.045 ACRESPROJECT J o �21 o AREA: 3.045 ACRES 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 R DISTURBED AREA: 2.25 ACRES 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 -" CURRENT ZONING: RA condition at all times. CURRENT USE: VACANT 14. ' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT PROPOSED ZONING: RA (CONDITIONAL USE PERMIT #004-98) 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: MINATURE GOLF COURSE sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE 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 (D REQUIRED PROVIDED standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. P P EXISTING REDUCER BUILDING SETBACKS: FRONT 684: 60' FRONT 684: 41.7' Z x 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER FRONT 522: 60' FRONT 522: 120.5' SIDE: 50 SIDE: 66.8 p w °� x o z contractors be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN REAR: 50' REAR: N/A z 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 z 0 a a of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT REQUIRED PROVIDED (Y ra 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y g g performed b a qualified independent agency shall be conducted as required in the VDOT P Y q P g Y q CG-12 AND//OR JURISDICTIONAL RAMP PARKING SETBACKS: FRONT: 5' FRONT: 19.5' d S x x x 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 CONSTRUCTION PARKING SIDE: 5 SIDE: 12 a a g a 18. When grading is proposed within easements of utilities, letters of permission from all involved companies g g P P P P final VDOT approval. INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 REAR: 5' REAR: N/A W� Cf5 ) CO CO must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdirains shall be installed where indicated on these plans � development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION F.A.R. CALCULATIONS PARKING CALCULATIONS x a h CO M rn rn 00 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 H/C B-2 REQUIRED 1.0 MAX 1 PER 1.5 HOLES shall meet VDOT minimum design standards and is the developer's responsibility.co \ `� 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected 0.029 PROVIDED 19 X 1.5 = 28.5 C1,2\ LO in accordance with state law. In the event gravesites 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 100 1 PER 250 SF OFFICE engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE �- LANDSCAPING CALCULATIONS 100 SF / 250 SF = 1 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. ' :' 30 SPACES REQUIRED 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 EXISTING STREET LIGHT �''r- �;- REQUIRED 1 PER 10 SPACES 30 SPACES PROVIDED 22. �� Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard markings must be installed b the developer or, at VDOT's discretion, b VDOT on an g Y P y 30 / 10 = 3 TREES proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a account receivable basis. PROPOSED STREET NAME SIGN + 1 PER 40' PERIMETER geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT -9---------`` -- 600 / 24' = 15 TREES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 18 TREES REQUIRED or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Buffer Requirements The conditional use permit requires a buffer of of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 18 three trees ten feet of which 1/3 are in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. per deciduous and 2/3 are conifer must be planted EASEMENT LINE - - - - - - - - - - between the property line and parking lot in a ten foot landscaping easement. A total of 128 CENTERLINE trees will be required. ( 85 conifers and 43 Phone: Bell -Atlantic EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 12.0 12 s deciduous.) ENVIRONMENTAL FEATURES fn > f� P.O. Box 17398 Baltimore, MD 21297 __.: .�.._,... EXISTING TREE DRIP LINE - _ "�-``�� - -- k-t,_ _s_:w�-..�,_t-� PERCENT Si na e Note: FEATURE DISTURBED �_g Any on premise business sign along North E -, W 4 '-' p.', O E.., �' E-� FIRE MA R S HA L L S NOTE (301) 954-6282 EXISTING TREE ? ' '�1' {' ��'`l r 15" OAK =, 15" PINE FLOODPLAINS 0 Frederick Pike shall be limited to a maximum W � Q � t 4t- '_' LAKES & PONDS 0 of fifty square feet in area. Any on premise x N w O Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.O. Box 1458 -ter OAK d t i i WETLANDS >1AC 0 sign along Ganesboro Road shall be limited M 04 � ,� O O O Hagerstown, MD 21741 Fire lane PROPOSED TREE SINKHOLES 0 a maximum of twenty square feet in area and ten feet in height. O Q4 4+ O 1-800-654-3317 markin s and si na e: g g g "No NATURAL S.W. 0 W O x Any Parking" signs and yellow painted curb locations will be installed DETENTION AREAS W (� Gas: Shenandoah Gas Co. P.O. Box 2400 by field inspection at the direction of the Fire Marshall's Office. STEEP SLOPES 0 >15% � W re. Winchester, VA 22604 (540) 869-1111 WOODLANDS 0 • ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL Q Z W MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY TRIP GENERATION DATA COVER SHEET ITE Manual 6th Edition U MARK D. SMITH Project Name: Project Number: 431 Minature Golf Course 33 per hole 33 X 19 = 6.27 VTE's P.M. Peak Hour No. 022837 o DOUSA GOLF COURSE 2216 ,G StoNAL �I Magisterial District: Date of Plan: (Month, Day, Year) Gainesboro District 10 8 98 Owner: Address, Including Zip Code &Telephone No. PROFESSIONAL SEAL & SIGNATURE 884 Ebenezer Church Road P.O. Box 324 DATE: 10/8/98 • Wenzel and Glenda Dousa Cross Junction, VA 22625 THESE PLANS ARE IN CONFORMANCE WITH (540) 888-4750 " SCALE: 1 =30 - FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE Developer: P Address, Including Zip Code &Telephone No. IN THESE PLANS SHALL BE APPROVED BY same same same DESIGNED BY: Oates THE ZONING ADMINISTRATOR PRIOR TO same CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 Windy Hill Lane JOB N0. 2216 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 3 00 CT7 m m Ln (f) CV Ln 0 CD z L I- CT v; 0) C Y In 0 0 I 10 Cli cv / Y 0 / v U cn 1992 10 Ex Drop Inlet Inv=680.1' 29-A-50A 0 4 Roxanne Thompson DB 873, PG 1015 Zoned : RA -- -- 0 Use Residential l - I 26"Oak'` / '4 `^ \ A �,677,,8' . i" s 1 6 4 .--"' 24"Oak i j / V O1't -610 --DOT Mon 4 Inv=671.6'' 20"RCP ,/fnv=671.7' Contractor is to insure '"~- ign positive drainage on the 5, ,� -�' 3p, Y V proposed parking lot. BSI >>''. f 1 i1 29-A-73A ` Kenneth Dehaven DB 785, PG 415 A , Zoned : RA a _, Use :Residential '00\ ` e..n, 3 l ... __ w / .00"a>'\et / N 64°p 63! " Mon / �g / Double Prime and a / Seal Parking Lot at Ex. Gravel Area 90.75' /,coo / to be grassed over 1/2"IPF y T+elepliane v ' Pedestal Buffer 2"IPF f,andscapm> �A� r 1 'F, O 82. Fenced Area 64°12'36 W 3.02 1/2'IPF STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING PAVEMENT A 3- - 5:1 M;M FILTER CLOTH 6' MIN A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION EXISTING GROUND 70' MIN. T B*AS 10' MIN. (OPTIONAL) 1�N. L2' MIN. • EXISTING PAVEMENT V DGT NI AINAGE L�N. COURSE AGGREGATEB I TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN LAN VIEW 12' MIN. 3' MIN, 2r MIN. FILTER CLOTH SECTION A -A 6-' REINFORCED CONCRETE \ DRAIN SPACE SECTION B-B Source: Adapted from 1983 Maryland Standards for Soil Plate 3.02-1 Erosion and Sediment Control, and Va. DSWC z 0 0 [ Ex. Ex. ' 1 I Ex. 1. .......... Story House I , `Garaged ( Office I 3900 sf a i C I o FF=683.73' ( 0 29-A-71 f ..H CQ Vivian Fowler co DB 879, PG 603 o\ �� Zoned : RA ✓o`s� Use Residential 101100822 II 29-A-72 Maxine Crouse X Ex. t---- DB 600, PG 762�` L, ° 1 Story Zoned : RA °e.....a - I House ' Use Residential ° °^eg Ex. I eC 2 Story House ' ;, •� g" W 1/2"IPF 3 Ex Gravel TelepPole 8 torn100.10 D/lf k Mailbox CG-7 CG- 841 k 6a�� 6�6'-- 1/2"IPF / Mailbox 6� , 84k 7 9" 619 - Sign `�� _ sa1r" 1�1' (Relocate Sign and Mailbox) 6 R 522 6e's d ep�. R +450 _ -- esooro a __-- Route 684-Gal +450 Sight Distance_... 60' . � W peed Limit mPh _ S- - - 34' (FC tO FC) --------� 12.5'R - - - - 48' 12.5' R Note: 1. A conditional use permit #004-98 was approved on August 12, 1998 for an outdoor facility on this site ( P.I.N. 29-A-73C ). w ti U Install 12" of 2%-5% de) 21-B behind curb (Match gra CG-7 % See Entrance / 12' Existing Pavement Section Taper Lane a� o kO VDOT Field Inspector o � will approve CG-11 entrance before construction Half Typical Section of Entrance Not to Scale 1.5" SM-2A 3" BM-2 8" 21- B BASE STONE ENTRANCE PAVEMENT SECTION (BASED ON CBR-6) 0 Z M W W Z Z W o LO 0 � 0 �•5 Io Sao CO Lo ►-� Z � - 0) p U0 x"' W b ) a� W rn 0 O �LO c '0 a r 1� `J �:: ) E- G4 w � 00 E" Co Q (0 ., Q) o a) w rn r�^ vJ _ U> NNenzel and Glenda Dousa Stormwater Management Analysis +-) Total Area = 132,640 sf = 3.045 acres a 0 O CI (0 , -q Area C CA U O ��•\' Existing Conditions 4--) U Building = 3900 sf = 0.090 acres 0.9 0.081 Gravel = 13,570 sf = 0.312 acres 0.9 0."81 7� N Conc. S/W = 1720 sf = 0.039 acres 0.9 0.035 F" Grass = 2.604 acres e 0.35 0.911 Cz Proposed ConditionsI 3.045 acres 1.308 Building = 3900 sf = 0.090 acres 0.9 0.081 Chip & Tar = 15,870 sf = 0.364 acres 0.9 0,328 Conc. S/W = 1720 sf = 0.039 acres 0.9 0.035 Astro-Turf = 9642 sf = 0.221 acres 0.9 0 199 Grass = 2.331 acres 0.35 0.816 3.045 acres 1.459 _ Tc = 5 minutes I: = 5.3 cfs llo-6.8cfs lino=93cfs Existing Q2=6.9cfs Qlo=8.9cfs Qloo = 12.2 cfs Proposed Q2=7.7cfs Qlo=9.9cfs DATE: 10/8/98 QLoo =13.6 cfs The net increase in the ten year runoff is 1.0 cfs. This plan does not propose any stormwater management measures. SCALE: 1 " = 30' VDOT Notes: A land disturbance permit will be required prior to any construction activity. DESIGNED BY: GRO 48' 1. Entranes is to be built to VDOT CG-11 Standards. 2. CG-12 Ramps will be placed by the contractor at JOB NO. 2216 the discretion of the VDOT field inspector. SHEET 2 OF 3 - bgCrt► J� Sit", s `A 4004 1 �- ` r j A! nZEES Z'C,ALIPER W vEja-v %oos A'cEA f;, DYING S%3WF M5 �,��.K-�►�G 4 1685fl.co sv T. - T'aTA,L V N D %SW A.(Le� �► I'mN, GQx,�,ts .is. .. 1 02 , 24 IS 1992 CG-7 3.05 (WITHOUT WIRE SUPPORT) .SET THE STARS. 2. EXCAVATE A 4'X 4' TRENCH UPSLOPE ALONG THE LINE f STAKES. i— -� Cf� - /LO IU III 4' I. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. o III ;� II SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I rolr I Ii POINTS A SHOULD BE HIGHER THAN POINT B. willow r.., C643�I H1-25 OZ) -41" ` r ti 01T •o z \ ti The bottom of the curb and quller may be constructed parallel lu the slope of sub surface courses provided a minimum depth of 7" is maintained. This area may be concrete of the opt ion of the con. roc lot - This curb shall be used when design When combination mountable curb and gutter is speed is greater than 40 MPH on used, the Standard Entrance Gutters or Standard Note: Comb curb 6 Buller having o radius of 300'or less (olong lute of curb) sholl Rural highways and 45MPH in Connection for Street Intersections are to have the mountable curb configuration incorporated be paid for as radial combination curb a developed Urban and Suburban quiler areas. When this standard is to be lied into existing This item may be precast or cast in place. barrier curb, the transition is to made within 10' or the change in standards made at regular Concrete to be Class A3 if cast in place, openings. PSI - 4000 .I precast COMBINATION 411 CURB 81 GUTTER G 2-r-t-14 um�AAM O� s ('q-teg A'v-E& sq f T �Llevill, i t-30 .0 1 SI .o CI,%,-- 36C).0 , to 1S2. 0 O'L _. �gt),0 lo$Z•ti U (03� .o (4`60,0 l � .' 157 .a ��o •�D TO 350. o (01$ • so 33s, p 16'79.0 to78.0 CIL -- - s ` - ° 13 .o 1018 -O :5g1-o 6-7q.so b$o'°- - 7 4t54.o bgl.o I I i F-1 W \ b , 1.0 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR - -- -- 33� - -- _ SCALE 1"= 2000' w 1. Methods and materials used in the construction of the improvements herein shall conform to the current VDOT Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR �- ----- '-` 330 A I �v "�, `: o � � // Z o co co County construction standards and specifications an current standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion '^ `� 2. Measures to control erosion and siltation, including detention serving as silt basins during construction, and Sediment Control Regulations and any other state, federal or local regulations PROPOSED CONTOUR 40G�� EX E P I Z ponds applicable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT _.__.� _ _ �. __ _ ____ ___ w- 684 % :I i •? � , 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 i 79 - - ---- - - ---- - - -- -- -9 --o relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT 688 • � 3. Control Handbook. A be from the Office the Resident Engineer, Virginia Department of Transportation V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. EXISTING CURB AND GUTTER EX C&G - + e� s�� S i fe Z '' �' a permit must obtained of �,� y (VDOT) Frederick County prior to construction in existing State right-of-way. V3. - When working on VDOT right -of way, all traffic control whether permanent or temporary, PROPOSED CURB AND GUTTER PROP C&G ,� 600 681 < i 522 d � a '� a� E,_, 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is CG-6 CG-6R GAINESBORO C 7 required under State law. shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R = - --- Gain er q Furthermore, all traffic control flaggers must be certified in accordance with VDOT, s �•„ � 684 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. P EXISTING TELEPHONE LINE c ine ago G Nei nn hood GAI ESBORO g o a with the Developer, County Representatives, and Representatives of the Vir Virginia Department nt of Transportation P Y PP P PROPOSED TELEPHONE LINE T T Pa 681 i t (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 w responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P g g P Y j P be subject to change as deemed necessary by VDOT. _ EXISTING STORM SEWER �` � 522 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP I j I 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER r� y 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 coo w 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VD07 Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER 6' 1;� Control Devices (MUTCD). arranged and held b the engineer and/or developer with the attendance of the g Y g / P oo -"' a contractor, various County agencies, utility companies and VDOT prior to initiation of work. EXISTING ELECTRIC SERVICE �- ^ a 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for PROPOSED ELECTRIC SERVICE n SHEET 1 COVER SHEET t 0. a w d 9. All pavement sections on the approved plans are based on a minimum CBft value of 6. CBR values less an undetermined length of time. VDOT will also require 48 hours notice for an Y g q Y inspection.° EXISTING GAS LINE SHEET 2 SITE PLAN �� .-�'��` �� "''�y i�// `r�9�' '� �-' a � � o than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE / x o �, � w o > H 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 - 4(� _ %6 o 6 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE y A a o P R 0 J E C T I N FO R MA TI 0 N 11. 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 properties affected by this project shall' be maintained FLOW -i _ - z a04 a � 6 be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE - Xy. _4� 1 x Y - ISI - M PARCEL IDENTIFICATION NO. 29-A-73C 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE -0- 00 Z N ' 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: 154 GAINESBORO ROAD o "' o 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to and at the end of construction. EXISTING TELEPHONE POLE TOTAL AREA: 3.045 ACRES 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 x PROJECT AREA: 3.045 ACRES DISTURBED AREA: 2.25 ACRES 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 CURRENT ZONING: RA condition at all times. CURRENT USE: VACANT 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 EXISTING FIRE HYDRANT PROPOSED ZONING: RA (CONDITIONAL USE PERMIT #004-98) 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: MINATURE GOLF COURSE sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE 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 m REQUIRED PROVIDED standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. P P EXISTING REDUCER BUILDING SETBACKS: FRONT 684: 60' FRONT 684: 41.7' Z co x 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the PROPOSED REDUCER ^ FRONT 522: 60' FRONT 522: 120.5' SIDE: 50 SIDE: 66.8 0 " d x o contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall REAR: 50' REAR: N/A w °� z prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN H Z 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 z o a of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT REQUIRED PROVIDED a 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P Y g g performed b a qualified independent agency shall be conducted as required in the VDOT P Y q P g Y q CG-12 AND�/O.,R,^JURISDICTIONAL PARKING SETBACK : FRONT: 5' FRONT: 19.5' � o x x 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 ItA�' CONSTRUCTION � � SIDE: 5 SIDE: 12 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NMER OF TYPICAL PARKING SPACES 12 REAR: 5' REAR: N/A o w Co w CO w CO 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 E E development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION F.A.R. CALCULATIONS PARKING CALCULATIONS 19. The developer will be responsible for the relocation of any utilities which is required as a result of his B-2 REQUIRED 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 H/C 1.0 MAX 1 PER 1.5 HOLES W rn o, co rn shall meet VDOT minimum design standards and is the developer's responsibility. Ei M Q , = C\2 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected 0.029 PROVIDEI? 19 X 1.5 = 28.5 CQ - in accordance with state law. In the event gravesites 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 100 � 1 PER 250 SF OFFICE engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE LANDSCAPING CALCULATIONS 100 SF / 250 SF = 1 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. 30 SPACES REQUIRED 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 EXISTING STREET LIGHT --i T- �,- REQUIRED � 30 SPACES PROVIDED 1 PER 10 SPACES 22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard markings must be installed b the developer or, at VDOT's discretion, b VDOT on an g Y P Y 30 / 10 = 3 TREES proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a account receivable basis. PROPOSED STREET NAME SIGN 1 PER 40' PERIMETER geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT ---- -- 600 / 24' = 15 TREES 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE INDENTIFIER 12 18 TREES REQUIRED 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 IDENTIFIER 18 Buffer Requirements The conditional use permit requires a buffer of be to in three trees per ten feet of which 1/3 are in Frederick County appear below. These numbers shall also used serve an emergency condition. deciduous and 2/3 are conifer must be planted EASEMENT LINE - - - - - - - - - - between the property line and parking lot in a ten foot landscaping easement. A total of 128 CENTERLINE trees will be required. ( 85 conifers and 43 Phone: Bell -Atlantic EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION 12•0 12 s deciduous.) ENVIRONMENTAL FEATURES U) U > P.O. Box 17398 21297 EXISTING TREE DRIP LINE -h ._ ^ - - - V PERCENT FEATURE DISTURBED SSignage Note: Q4 0 Baltimore, MD (301) 954-6282 Any on premise business sign along North FLOODPLAINS 0 Frederick Pike be limited to W FIRE MARSHALL'S NOTE EXISTING TREE `-'- ,`} �`„`� " 15 OAK { / �s5 15 PINE shall a maximum LAKES & PONDS 0 of fifty square feet in area. Any on premise I 1 Q Power: Allegheny Power MISS UTILITY 1-800-257-7777 P.O. Box 1458 OAK WETLANDS >lAC 0 sign along Gainesboro Road shall be limited to U1 (1a ,.� O O U Hagerstown, MD 21741 Fire lane PROPOSED TREE SINKHOLES 0 a maximum of twenty square feet in area and ten feet in height. O O p' 1-800-654-3317 markings and si na e: g g g "No NATURAL S.W. 0 O� Any Parking" signs and yellow painted curb locations will be installed DETENTION AREAS W PQ v Gas: Shenandoah Gas Co. P. Box 4 by field inspection at the direction of the Fire Marshall's Office. STEEP SLOPES 0 >15% O U1 � W W Winchester, VA 22604 (540) 869-1111 WOODLANDS 0 • ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL Z Q MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY TRIP GENERATION DATA COVER SHEET ITE Manual 6th Edition U MARK D. SMITH 9 Project Name: Project Number: 431 Minature Golf Course 33 per hole 33 X 19 = 6.27 VTE's P.M. Peak Hour No. 0%22837 T jiO T U SA GOLF COURSE 2216 SIGNAL �I Magisterial District: Date of Plan: (Month, Day, Year) Gainesboro District 10 8 98 Owner: Address, Including Zip Code &Telephone No. PROFESSIONAL SEAL & SIGNATURE 884 Ebenezer Church Road P.O. Box 324 DATE: 10/8/98 • Wenzel and Glenda Dousa Cross Junction, VA 22625 THESE PLANS ARE IN CONFORMANCE WITH (540) 888-4750 SCALE: „ 1 =30 - FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE Developer: P Address, Including Zip Code &Telephone No. IN THESE PLANS SHALL BE APPROVED BY same same same DESIGNED BY: Oates THE ZONING ADMINISTRATOR PRIOR TO same CONSTRUCTION. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 Windy Hill Lane JOB NO. 2216 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET I OF 3 ...._- .-._-,.r.-S-.Y�.._.��,.....,•t......a...�...,�...-Vr..�.,,.�..ry._�E,•�T.,..-�',,.rv.+.u,..-�....�.Y..n..._.._ U Note: 1. A conditional use permit #004-98 was approved on August 12, 1998 for an facility this P.I.N. 29-A-73C N, outdoor on site LU Imo' (ZO) Uj Ex Drop Inlet Inv=680.1' z 0 Ljj C\2 0 29-A-50A Roxanne Thompson r10 CID C\2 C\2 C\2 00 D13 873, PIG 1015 Zoned RA co C\2 co LO (M Use Residential 26"Oa 2%-5% Install 12" of (,Aateh grade) 21-B behind curb > C\2 LO C\2 LU W Q) I jn -7 CG LU cr 0 4 LO No' xi See Entrance 12' Existing Pavement Section Taper Lane Q) LO V NN 01 in VDOT Field Inspector + CV will approve CG-11 W � I bo ss 0 entrance before construction �4 Q) Q) 0 > > CIO Half Typical Section of Entrance rx, 24"Oak it j Not to Scale Jv `�;�, " ` '-- Ike 1.5" S M - 2 A Y) _ _ - ��i��ii�ii��i 3" BM-2 8 21 BASE W z CD --I E- 0�Z) Q4 -13 STONECO CO ENTRANCE PAVEMENT SECTION ti -1<POT Mon (BASED ON CBR-6) E-4 CO 03 - Co co m co m CN2 LO �Inv=671.6' 20"RCP \/fr-v=671.7' do, Contractor is to insure Sig positive drainage on the �no C) C c) proposed parking lot. dill C\2 C\2 29-A-73A Kenneth Dehaven DB 785, FIG 4-15 Zoned : RA Use Residential 0000, .00\- ti- . . . . . . . . . . . . Double Prime and Lot 31017'24" W N 64 6" 3W Mon 75 ti 1(0" .1001, Seal Parking 81 Ex. Gravel Area to be 1/2-IPF \00- grassed over +820 Telephone dscaPlng 13ulter Pedestal 1/2 F� Fenced Area 1992 3.02 1/21PF Wenzel and Glenda Dousa Stormwater Management Analysis r--4 4-) STONE CONSTRUCTION ENTRANCE It m Ex. Ex. V Ex. (2) 4--1 ji_ 70' MIN. EXISTING PAVEMENT A 3- PAVEMENT A PA EM House Garage 2 Story Office 3900 sf 00 1 0 Total Area 132,640 sf 3045 acres Area C CA 0 -.4 0 0 OC) 0 BERM FILTER CLOTH 6" WIN A MOUNTABLE BERM LOT. 'r IN MOUNTABLE (OPTIONAL) 9' 82 0 1 FF=683.73' C� 0 29-A-7i 4 Vivian Fowler Existing Condition Building = 3900 sf = 0.090 acres 0.9 Gravel = 13,570 = 0.312 0.081 4-) -4 Q) U) �j Q) SIDE ELEVATION EXISTING GROUND L 0\ 4 C\2 DB 879, PIG 603 U) Zoned : RA sf acres 0.9 Conc. S/W = 1720 sf = 0.039 acres 0.9 Grass = 2.604 acre e 0.35 0.181 0.035 0.911 -4-) L 70' MIN. %ri Use Residential 3.045 acres Proposed Conditions 1.308 10' MIN. WASHRACK �OPTIONAL) 10' MIN, tj�� 822 Building = 3900 sf = 0.090 acres 0.9 Chip & Tar = 15,870 sf = 0.364 acres 0.9 Conc. S/W = 1720 sf = 0.039 acres 0.9 0.081 0.328 0.035 12, MIN. EXISTING 29-A-72 Astro-Turf = 9642 sf = 0.221 acres 0.9 0.199 PAVEMENT Maxine Crouse X Ex. 1 Story Grass 2.3 3 1 acres 0.35 3,045 acres 0.816 1.459 QL) V T I Do ok COURSE AGGREGATE POSITIVE DRAINAGE 10' MIN. TO SEDIMENT DB 600, PG 762 Zoned RA Use Residential House Tc 5 minutes • MUST EXTEND FULL W17H TRAPP[Nr, DEVICE 12 = 5.3 cfs lio = 6.8 cfs OF INGRESS AND EGRESS OPERATION PLAN VIEW I too = 9 3 cfs Existin QL) 12' WIN. EX. Q2 = 6.9 cfs 3" MIN. Q10 8.9 cfs Tz Tu 7! Y MIN. 2 Story ri House 6" 1W .1 1/2'IPF Q I oo 12.2 cfs FILTER CLOTH SECTION A -A 14 664-12'3 L 832 , Ex Gravel Propose Q2 7.7 6- 7* --Teli�phone Pole CG- gn G-7 4?Sj Mailbox D/W 6 Mailbox cfs Q10 9.9 cfs Qioo = 13.6 cfs 1/2'IPF 84i DATE: 10/8/98 Sign The net increase in the ten year runoff is 1.0 cfs. This plan does not propose any 619f P't 5 (Relocate Sign and /.Mailbox) stormwater management measures. SCALE: 1 30' REINFORCED CONCRETE DRAIN SPACE ad"�,?, to +450 esborO 1)istalice ---- A land disturbance permit will be required to any construction SECTION B-B Rol e 6B4 +450� ------ I - VDOT Notes: 1. Entraces is to be built to VDOT CG-11 prior activity. Standards. DESIGNED BY: GRO -it 6o, R/,W 5 Mph ---- 4' 48' 2. CG-12 Ramps be S eed Limit ' --- p 34' (FC to FC) will placed by the contractor at JOB NO. 2216 Source: Adapted from 1983 Maryland Standards for Soil Plate 3.02-1 48� 12.5,R the discretion of the VDOT field inspector. Erosion and Sediment Control, and Va. DSWC SHEET 2 OF3 ` /4. �i \ /ZV V !r < �4,' ` Q i 4 � ` x— r 1 l A TREES �-CAL.I PeR W VED-V %Oos 417-EA s �FLAY`ING SuWffulces - - _ - - q Ito ti.1 L ,00 7 0/ 0 'rA,4-Y-4111J6 4 %NtS 16 85tircao 5j,rr, 13% - .00 �. TT • A A -T rtA-U -Lu& . - - - - - - . 1'.jZI%LAQ•0 sli TT ICi00I0 V N N k-L u-4 - - - - 5 Z to Z S ,- s c1 j-t 2y % -iCtbl' oQ'r�v'� pr :is .. .. 1 OZ,24$ -1 `7 */O 1992 345 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4•X 4• TRENCH UPSLOPE ALONG THE LINE OF STAKES. 11-ow/� _ PLO- iu - m 3. STAPLE FILTER MATERIAL 4, BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL IT INTO THE TRENCH. 4—— -4 SHEET FLOW INSTAUATION (PERSPECTIVE VIEW) I ► or I • �__ / A I /A POINTS A SHOULD BE HIGHER THAN POINT B. II! - 2.5 _ ----- �r ob ( 0714,) . . . . .............. 4.N(D N. �A op� lot 1 / ` _1� 'r•r `'` - ,, 4. ��`� V� ^ter \ f The bottom of the curb and qutler may be constructed puro llel to the slope of sub surface cour,es provided a minimum depth of 7" is maintained. This area may be concrete at the opt ion of the contractor — This curb shall be used when design When combination mountable curb and gutter is speed is greater than 40 MPH on used, the Standard Entrance Gutters or Standard Note: Comb curb A gutter having a radius Rural highways and 45MPH in Connection for Street Intersections are to have of 300'or less (olang face of curb) shall the mountoble curb configuration incorporated be paid for as radial combination curb Bt developed Urban and Suburban quite, areas. When this standard is to be lied into existing This uem may be precast or cost in place. barrier curb, the transition is to made within IO'or the change in standards made at regular openings. Concrete to be Class A3 it cast in place, PSI - 4000 d precast COMBINATION 411CURB & GUTTER .b t40.0 CA 1a82• b (5 6%010 7 3So,o 6-18. so i T°79.0 L3 bao.o _ Vig .O is 'S�o,o b$ o • o 7 4S4.o 449,0 11 PPA