Loading...
HomeMy WebLinkAbout021-96 Shenandoah Presbytery Corporation - Opequon - BackfileSHENANDOAH PRESBYTERIAN CORPORATION PROJECT: SHENANDOAH PRESBYTERIAN CHURCH PROPOSED CHURCH - PHASE I 751 FAIRFAX LANE STEPHENS CITY, VIRGINIA OWNER/ DEVELOPER: SHENANDOAH PRESBYTERY CORPORATION P. 0. BOX 1214 HARRISONBURG, VIRGINIA 22801 AGENT/ LANTZ CONSTRUCTION COMPANY OF WINCHESTER, INC. CONTRACTOR: 600 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 665-0130 DESIGNER: PAINTER - LEWIS, P.L.C. 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (540) 662-1565 CONTACT: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 86-A-111 9 , SITE AREA: 6.5255 Acres ,e ZONING: RP RESIDENTIAL PERFORMANCE DISTRICT PROPOSED USE: CHURCH CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 70% COVERAGE (BUILDINGS & DRIVE AREAS < 4.5679 Ac.) SETBACKS: FRONT: 35 Ft. REAR: 50 Ft. SIDE: 15 Ft. BUILDING HEIGHT: 35 Ft. PARKING: 1 SPACE PER THREE (3) SEATS PARKING REQUIRED: PHASE I: 200 SEATS/3 SEATS -> 67 SPACES PHASE II: 150 SEATS/3 SEATS -> 50 SPACES TOTAL SPACES REQUIRED: ->117 SPACES LANDSCAPING AND SCREENING: RA & RP DISTRICTS: NONE REQUIRED B-2 DISTRICT: TYPE "A" SCREEN - NO SCREEN - 25' ACTIVE BUFFER - 25' INACTIVE BUFFER PROPOSED DEVELOPMENT: PHASE I: MAIN CHURCH & MULTI -PURPOSE ROOM 7,436 Sq. Ft. 1 STORY, HGT.: 24'-011 HGT. WITH SPIRE: 40'-011 PHASE II: SANCTUARY & SUNDAY SCHOOL CLASSROOMS 8,032 Sq. Ft. 1 STORY, HGT.: 24'-011 FRONTAGE: 320.79 Ft. PARKING: PHASE I: 81 SPACES (Includes 5 ea. HDCP Spaces of which 2 ea. are Van Accessible.) PHASE II: 49 SPACES (NET ADDITIONAL PARKING SPACES) TOTAL: 130 SPACES LOT COVERAGE: PHASE I: BUILDINGS/STRUCTURES: 7,436 Sq. Ft. 0.1707 Acres PARKING/DRIVE: 45,312 Sq. Ft. 1.0402 Acres PHASE II: BUILDINGS/STRUCTURES: 8,032 Sq. Ft. 0.1844 Acres PARKING/DRIVE: 16,460 Sq. Ft. 0.3779 Acres TOTAL AREA: 77,240 Sq. Ft. 1.7732 Acres OPEN SPACE: 207,010 Sq. Ft. (72.8%) TOTAL PARCEL: 4.7523 Acres LANDSCAPING: B-2: 25' INACTIVE AREA 251 ACTIVE AREA NO SCREEN PARKING AREAS: 1 TREE PER 40' PERIMETER (8261 PERIMETER/401 = 21 TREES) 31 HEDGE ALONG R-O-W & ADJACENT PROPERTIES (8261 PERIMETER HEDGE) 5% INTERIOR LANDSCAPING ISLANDS (51,424 Sq. Ft. X 5% = 2571 Sq. Ft.) 1 TREE PER 10 PARKING SPACES (130 SPACES/10 = 13 TREES) PROVIDED: PERIMETER: 21 RED MAPLES 112 JAPANESE HOLLY HEDGE INTERIOR ISLANDS: 3613 Sq. Ft. INTERIOR TREES: 13 RED MAPLES ZONING NOTES: 1. NO EXTERIOR LIGHTING OR OUTDOOR FACILITIES ARE PROPOSED FOR THIS ADDITION. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. GENERAL. NOTES : 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. i I 1 3 1 1 L. �No�45`1' M111 r ; Ftm� �' f gNa s 7, i ll" m vE41- C! :; NLI 1 ,, Rm, o 0 I _eph2 Radio o B M 7 -6 74 + e.1.. O � 1 ,,,� r � ••. b 150.E _7 �_ 4 00 Ak 3, -1 , 7�40' INDEX TO COUNTY LOCATION II ells 0 op. I ����I;�� 1�I� i iig ) --I I ): M! 1 1 1 1 M I I I 1r FUTURE PARKING --� LFUTURE ADDITI01� olllililill I - --] C= I IUTII I I, I I I PROPOSED CHURCH r Y ---FUTURE ADDITION EX. POND I i I I 11 0 (PROPOSED 0I � I II I I B 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM SEPARATE FIELD SURVEYS PERFORMED BY RITCHIE SURVEYS AND L. ALLEN EBERT. THIS INFORMATION HAS BEEN REVISED TO REFLECT A U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATrE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE A�PiCAELE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. VICINITY MAP 1 " = 2000' SWM FACILITY) I IIIIII�II PROP. STONE DRIVE E PROPOSED FUTURE ADDITION PARKING AREA M • PAINTER No.18260 �!ft- MALL PAINTER-LEWIS, P.L24 EAST MCCAMLLY STREET .C. WINCHESTER, \/IfCINIA 22601 (J40) v- 1 ?I 5 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A LAND DISTURBANCE PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO INITIATING ANY SITE WORK. 3. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES. 4. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 6. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL DELETERIOUS MATERIALS AND DEMOLISHED DEBRIS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE FOR LATER USE. ALL REMAINING TOPSOIL SHALL BE SPREAD OR REMOVED OFF -SITE AS DESIRED BY THE OWNER. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). 2. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2.08% THE SERVICE SHALL BE CONNECTED TO THE EXISTING MANHOLE STRUCTURE BY CORE -DRILLING THE STRUCTURE. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 3. THE 2" DIA. COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. THE TAP SHALL BE MADE BY THE F.C.S.A. WITH ALL MATERIALS AS FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 4. THE EXISTING WATER AND SEWER MAIN AND SERVICES SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. 5. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN TOP OF THE COVER AND THE YOKE BAR BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBLITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM WATER MANAGEMENT FACILITY TOWARDS THE MIDDLE OF THE SITE. THE EXISTING POND SHALL BE DRAINED VERY SLOWLY TO PREVENT A RAPID DISCHARGE OF WATER ONTO THE ADJACENT PROPERTY OWNERS. THE POND SHALL BE RETRO-FITTED TO I SERVE AS THE NEW S.W.M. FACILITY. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE PROPOSED STORM WATER MANAGEMENT BY THE PROPOSED CONVEYANCE CHANNELS AND BY SHEET FLOW, AS INDICATED ON THESE DRAWINGS. PAVING AND CONCRETE: 1. THE PROPOSED TAPER AND ENTRANCE SHALL RECEIVE A MINIMUM PAVEMENT SECTION OF 8" 21-B STONE, FINISHED AND COMPACTED; A BASE COURSE OF 31, BM-3 BITUMINOUS CONCRETE, FINISHED AND COMPACTED; AND A SURFACE COURSE OF 1.5" SM-2A BITUMINOUS CONCRETE, FINISHED AND COMPACTED, OR MATCH THE EXISTING SECTION, WHICHEVER IS GREATER. ALL POINTS OF CON" WITH THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A SM ON BETWEEN PAVEMENT SECTIONS. �� O L9 2. ALL ONSITE PAVED AND STONE DRIVE AREAS SHALL REC hVE ��t SOUR OF 8" 21-B STONE, FINISHED AND COMPACTED. THE PRO , ED TP, ARE` SHALL RECEIVE A PRIME AND SEAL SURFACE COURSE. o''o ® /�' -_0�,, 3. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION CONft ENTRANCE CURB AND GUTTER SECTION SHALL CG-7. ALL WORK WALL BEt'ON ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3. BUILDING NOTES: CHURCH BUILDING: CONSTRUCTION TYPE: 3B, UNPROTECT a USE GROUP: A-4 LIST OF DRAWINGS SHT. 1/4: COVER SHEET & NOTES SHT. 2/4: LAYOUT & LANDSCAPING PLAN SHT. 3/4: SITE PLAN & DETAILS SHT. 4/4: FIRE LINE PROFILE & DETAILS Wffm s Ex. F.H. I J I SIDEWALK DETAIL HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL LANDSCAPE NOTES Assy. I E I N.T.S. N.T.S. N.T.S. l . Frederick County Landscaping Tabulation. 5 Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, I Parking Lot Landscaping Requirements - ZoningRP and shall have adequate root systems Ex. WV Landscaping will be provided by the: Owner in accordance with the phases shown on the plans. ►_ HANDICAP SIGN 4' ► 6 Sizes specified in the Plant List are minimum sizes against which the plants will be judged Ii o e 12" x 18" STD. I o I 10 (OR AS SHOWN ON PLANS) ® Perimeter Landscaping Failure to meet minimum size on any plant will result in rejection of that plant I w X I X CURBING The glare from headlights onto adjacent properties will be screened by the installation of an yp•) �... I I � W I I Iw 6' T evergreen hedge along the parking lost perimeter.7 Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges PAVEMENT ° 12" x 6" STD. Phase 1 37 1 Japanese Hollys to screen 144' of perimeter will be provided I � as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of 1 12" Min. Phase II 75 Japanese Hollys to screen 288 'of perimeter will be provided the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located I I I f I .-; P PP Y Y within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as I I I I HDCP SYMBOL WHITE ~ One shade tree per 40' of perimeter is required. I 1 (WHITE) STD. U-CHANNEL POST not to impede surface drainage TURNDOWN NOS; U.1 Phase I 7 Red Maples for 287'+/- of perimeter will be provided 4" CRUSHED STONE Pre-ca c�fr rbi m e a Phase 11 13 Red Maples for 539'+/- of perimeter will be provided 8 Locate trees a minimum of 3 feet from walls or walks, if possible. (3000 PSI) 4" CONC used n li of 2, ap oved I I I I 6x6xW1.4xW1.4 wwF (1.5" Min. CLEAR) --- b he oun I ning Dept. I Interior �Landscaping 9 Stake and ' ing guy all trees according with standard practice and/or the suppliers recommendations A minimum of 5% of the interior of the parking area will be landscaped space 1 SOLID BLUE BACKGROUND � At a minimum, all deciduous trees shall be double -guyed with 42" hardwood stakes driven 1 I I Phase I Approximately 34,964 sf of parking area requires 1,748 sf of landscaped space firmly into the ground Secure tree to stakes with #9 galvanized wire guys with rubber hose 1 f 1 PAVEMENT DETAILS The 6 interior islands provide approximately 2,308 sf of landscaped space. connections Stakes shall be 2" x 2" x 42" I I I N.T.S. PROP. GROUND RESERVED Phase lI Approximately 16,460 sf of parking area requires 823 sf of landscaped space. I I f 1 PARKING The 3 interior islands provide approximately 1305 sf of landscaped space. 10 Use shredded hardwood bark mulch in all planting beds One shade tree per each 10 parking spaces is required. II I I 11 ENTRANCE SECTION ON —SITE SECTION — 8' o Phase 1 8 Red Maples for 81 spaces will be provide. dIL . Remove all tags ,twine and containers from Installed plants. Roll back burlap one third on all I I 1.5_ _ Phase 11 5 Red Maples for an additional 49 spaces will be provided B&B plants. _ " SM-2A BIT. CONC. PRIME &SEAL ---y- �� 3" BM-2 BIT. CONC. 11 SURFACE TREATMENT °a° o� NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO ADA I? Plant substitutions are permitted with consent from the Landscape Architect 8" 21-8 STONE BASE °o°°°° 8" 21-B STONE BASE o 0 o Confirm the locations of any utilities above or below ground prior to commencing work. I I o° o°o / ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. i VAN Contact the designer in the event that utilities or any other structure conflicts with the layout 8' TYPICAL FOR VAN IS13 Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of _����� ACCESSIBLE PACES & ACCESSIBLE shown on the plan . 1 i 1 COMPACTED SUBGRADE ��� \\� COMPACTED SUBGRADE/��j�� 5' TYPICAL FOR OTHERS. manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds ST kIN A. SIICKLEY I I � ����� � t�= or other vegetation completely prior to installation BARBARA K. SIICKLEY 1 I 1 �,3 Verify the quantities shown on the plant list with totals indicated on the plan Contact the IH I designer in the event that discrepancies exist Supply unit prices to the Owner at time of I I a 14 Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials P/N• 86-A-107 I Np�; bidding.and workmanship for a period of one year from time of installation D.B. 532, Pg. 482 I �e IW ENTRANCE PAVEMENT SECTION SHALL BE INSTALLED IN THE TAPER �, & ENTRANCE DRIVE AREAS TO THE END OF THE CURB RETURNS. 4 All materials are subject to approval by the Owner or Owner's representative Provide the ZONED. RA AWV I THE ON -SITE PAVEMENT SECTION SHALL BE APPLIED TO ALL 1 PP PRES/DENIIAL Owner with a tag from each plant species and a list of the plant suppliers. Where any OTHER PAVED AREAS. requirements are omitted from rche Plant List, use plants which meet the normal requirements W Ex. Son. Sew. MH1Top = 748.47for the variety according to the American Association of NurserymenIn v. In = 740.06 Inv. Out = 739.90Ex Cos Valve In74581 1��- � I ' PF I ���� Ex. Son. Sew. MH ✓. E. J.P. CORPORA MN I I I Ex. 29.91 17"x18` San `T B Top = 750.32 I BOSS BOLD I I CM�A o o.ssx Sew, o� PL/c Inv. In = 737.88 P/N. B6-A-102 OLL/E C. B01D out = 7377s Pg. 515 I 1 D.B. 740, PIN.' 86-A-108 I I � � \ � � `�- _ _ �' � � ` �� � _ � � ` ZONED.' 9-2 D.B. 299, Pg. 194 I I I / v Out=745.6*f Y -�. USE. VACANT I w ZONED. RA N3e27, USE.• RES/DEN17AZ ^1 I \ I I I O ,— —t I J 240. ¢2• — W I I r I d..- lPF z_x. Telephone Bo) I \ . rvc eoX FX \ I 0 MAR✓OR/E H. TESTSS'w�o e �, P � �- � � , � I o � ' ' Ex. wv ✓AMES F. MUSSER - ---, I I 1- J P/N.• 86-A-110 o I \ \ �s��x ` ' N - O.` 26 I I I O �, �- ` Fx. ,�. Ex. San. Se w. MH D.B. 184, Pg. �52 /DA M, MUSSER I 'o I� I \ \� - , \ \ \ Top = 74o.ss W l THE 1ALLAGE AT SHERANDO Q ZONED. RP \ '� Inv. In = 734.8e �� / j op san747847 w. MH P/N. B6—A-5— 25 to 37 P/N. 86—A-109 I I I '� � \ Inv. Out = 734.74 D.B. J94, Pg. 253 I 1' Ex. Pole USE.• RES/DENI7AL �,�` \ ` , ` �� / Inv. In = 73247 P 1741 r- � ti � �� \ � ` -� � � ` I Inv. Out = 732.34 09 762, 9 ZONED.• RA I I \ \ R .^ '� , - �$ l ® _ ZONED.• RP USE. RES/DENTIAL I I Inv. In = 744.42 �y I 1��� �` Ez-Te(@phone \ I O� l Ex. 40.41 '-18" N3rQ ' IrD \ �� \ — — / Ex. Pole - \ ` �': , ` 4* '� I �� \ USE. RES/DENIIAL �T0/1T/HOUSESj I RCF�O o,szz� 1P� 3 07&E ca I , _ _ / _ Ex. San. Sew. MH ✓AMES F. MUSSER I 5 SKI 183.55� LZ I _ `� �, , \ �38'2��� E �.� , ` F� 8 \ — op �n 746. 14 - ®�1 Inv. Out=744.17 NG SIB 1�4=g- \ lnv. Ouf = 733.10 G ! l OA M. MUSSER i I I i I I ACK m—+*-►_ tP I ' * 1 r =� = _�� �� '90 \ s°w o� c I , , 5' R '1 25 • \ S Fix 0 Q r / I 15' B. -p /,Y,Y,I%;Y Y Y,Y Y Y Y,YT,� ;Y, Y Y, \ Y, Y Y Y,Y Y Y Y Y Y Y;V Y,Y 1 INAC \ �. \ cos �^j / ! ! P/N. 86-4-2 I t� Y r am-tti-'� -a�i I -----1 �` TIVf 6UpFfR ` \ ` �` \ `` 'Llb /, N O ! D.B. 426 P 721 I I I I I IPF "„,r2 A I I N IO i ,-\ I I I I I I --- -�F _f[_.4q!_t!`J'-/1A� I i� I L.76, ,�r`�USE RES/DEAVTTAL- ILQ I� i� I °i -..'_ ' ` v * 0, R I I I t i 2. -'10' R - - - - - J-- 72.00' S ACTIVe BUFF R �� 5 P yRKI c s ` ` Ex ,o _ ? `°` 1FUTURE PARKING fig FUTURE ADDITION ` \C / O ~ I O I I AREA �1 STORY, HGHT.: 22'-C" o I � ltO '-�� - - I I Q � .I1P:�-- 9 I AREA: 2880 Sq. Ft. 0 A K\ \ � lL I O O �_ir 9' 1O'R (�_ R I I i 2 1O'R 9' � oP/N. 86 4 I ,.. USESUNDAY SCHOOL iCLASSROOMS IPF IO } 20- I I I I N I* I �� Ex. WV l O I 1 I I I I I I I 22' 20' 46.00' \` Ex. Tel one / �J I Q , * l• _ 12' 1 - \ Box / Iw I 3 cWn_ v it 1 1 - I i- 1 ®� ro-� 1 5'R EX. POND SHALL BE ` I Ex. WC�� `` _ J DRAINED VERY SLOWLY 'V x. TVC Box I m Y I *� ( * I U AND RECONSTRUCTED Stub \ \\ P g' TO SERVE AS THE \ I I I I I(A r � R � 2'R `t X PROPOSED STORM WATER -�T, EX. VEGETATION \ BRAODOCK PARTNERSH/P ,: I I o O I * I? ---- PROPOSED PARKING �, PROPOSED 1. 0' 0 M TO BE REMOVED MANAGEMENT SYSTEM. \ \ \ c' �-+�-Futue Sign `-�r� c� FACILITY N CONCRWALKN �� 6' P/N. 86-A-11� + I I I I I I I '� Size: 6'H x 6'w r----- R R I<' >: O;t l a ao.00' \ \ . .,...:. P/N. 86-4- 5 o I `� Heig t: 6' 1 O' cv o x �n I I 14' � r, r v � g � N CG-2 :iQ3 t :, DCP = ': -t � \ \ D.B. 664, Pg. 285 p I I I I I Prop. STOP i * _ _ _ _ ® RAMPS o g: M = o FUTURE ADDITION I w I I Sign v_,y } '_ w w X a U 1 STORY, HGHT.: 24'-0" o, ZONED. RA I I 24' 30' 22' t v I CG-7 Ex. nrlve r �-- 12' W p N UJ AREA: 4480 Sq. Ft. o0 USE. RES/DENIIAL I,1 I I CG-12 5' (To (To Be Removed) 5'R ® o O.5'R `;: O o X � � I `v a } _ •• � USE: SANCTUARY N I 3 cn FUTURE PLAYGROUND AREA I HDCP �'.k,.:•'• a- _ o - PROPOSED a �! I I (RAMP � � � 10' I � � � •• .• .:. � Inv. 0 t 7 5.a R NOTE: t5'R CANOPY _ o I I o Provide Stop Sign & N -Proposed- ro i Ex. 0.23'� 12" -11"' - ` --�' — b- - - Stripe Roadway and - - rl• - - 2" 5-5 Surfa 50. 0 — 4.4.00' CMPio o.44x 1 II Parking Area, as shown. 2'R °: o SHENANDOAH PRESBYTERY CORPORATION To Be Remo 1 Ex. Pole I _ 10' R i I � � rj- 10'R HDCP' •� I � T g o EX. VEGETATION P/N.• 86-A-111 RAM 10' I In /n = 7 29 ^' Z 2' 2' PROP. STONE Ex. Pal 5'R ® g 5' u, TO BE REMOVED Y + I I (To Be *located) Ln d A DRIVE AREA D.B. 763, Pg. 1610 I QI ✓ESS/E M. WR/GHT o I ri I , _ 20 24' 12' 12' a �' o .1 ZONED. RP 0° I CG- CG-12 $ �i I W 3 'R I * ly --- N o 8" 21 -B u' cn PIN- 86—A-114 I HDCP I . g' ® o � � o o � CURRENT USE.• VACANT �I II I w cn RAMP Y m a c? STONE BASE ao ai c7 D.B. .T11, Pg. ,388 j � - - - SURFACE PROPOSED USE CHURCH Z 9 v I 14' vI u _ U 1 O' ,R 2,R 10'R 5 Qi R AREA. 6:5255 Acres � y ZONED.• RA m -- - 42.00' EX. VEGETATION a i I I � 0 h * - N PROPOSED PARKING ro CG-2 u'. TO BE REMOVED I aI USE RES/DENI7AL o I I �L� �-- FACILITY �? �y s' I Y 5 R 2' R i� 10' R cn I �Exn VDOT �� 26.00' 24.00' cn j oument oro ��Kt A��ITION- FUTURE PLAYGROUND AREA ® U 1 STORY, HGHT.: 22' 0" C RB 22 o AREA: 672 Sq. Ft. EX. VEGETATION _ c•_+ o USE: SUNDAY SCH00 25'R TO BE REMOVED 12' CLASSROOMSEND I SURFACES ro 8" 21-8 PROP. STONE I I I �n 38TREATMENT o STONESURFACE E DRIVE 49,R I IF 15' B.R.L. -- -- —J ROSY B. ✓011N50N I aI `-- S25'28'42NW 18JI — — S23'45'58"W 742.41' s' PARKING SETBACK _- Ex. J BETTYANN✓OHNSON 1 PF -- Post Inv. Out=743.58 I - Inv. n = 744.07 Ex. Post P/N.' 86-A-115 I I RC 40 38 D 8I1 � Hole o D.B. 4,36, Pg. IJ6 I NOTE: cn Extend Ex. 18"0 RCP, as ZONED.• RA I I I needed (8'+/-), to accommodate USE.• RES/DENTIAL I I taper & shoulder construction. II I JOHN E. & L OU/SE H. {yF//Icr ✓OHN L OU/SE H. K1i'/TE _ P/N.• 86-A-125 I I 0. B. 670, Pg. 915 I 0. B. 670, Pg, 915 IW ZONED.' RA I ZONED.• RA Ex. Pole I I USE.' BUS/NESS USE.- BUSINESS S C C3 I E I I a �• E I Ex. Pole - - - `— Ex. F. H. Assy. I ✓OHN ELOU/SE H. lyN/TE PHASE I CONSTRUCTION �_ W J Ex. i W 1 w w I aI CURVE TABLE CURVE ILENGTH I DELTA I RADIUS ITANGENT I CHORD BEARING CHORD C1 53.43' 00*31'53" 5759.89' 26.72' 1 S71'45'06"E 53.43' P//W 86-14-127 D.B. 670, Pg. 815 ZONED RA FUTURE CONSTRUCTION USE- BUS/NESS (0 1 1 O I` O Ex. Telephone Post ` �� E.c Sox O co V_ W IC CCD Post COUNTY OF FREDER/CK, IfRG/N/A PIN- 86-A-IJ5 D.B. 440, Pg. 421 ZONED.• RP USE.' PARK LAND S154TVW 11.69' Ire 1" = 40 ft L J H c� Z Q 0 0 Ld D O a- I Z O CL U N W O W 0, �r O U �o �a 0 LLJ Y_ 2 w >_ LI--� C U W U Q LL a N Z Q O O CL O� �f— W � V)a Z a- CL Z O d IL %r, (0 (0 �00 - N I I I N N N (N ('14 V) cD N c0 c0 � c0 � p �n C)000 0 J In to if) U > a_ i � N +J a)0 0 N� 0 a W -C L w 0 0- a ., U N tD X N F- Fa) LL- a ��TH OF P ,nnth, T1iY. PAINTER No. 18260 120 1��014S�9 �I419�IONAL � G� PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARM 18 RED MAPLE ACERB RUBRUM 2"-2.5" CALIPER 37 ILEX CRENATA GREEN LUSTER JAPANESE HOLLY 3 GALLON CONTAINER4' 0. C. *� 16 RED MAPLE ACER RUBRUM CALIPER �i 75 ILEX CRENATA GREEN LUSTER JAPANESE HOLLY 3 GALLON CONTAINEF4 4' O.C. U SURVEY: C.I.: Ritchie Surveys 2' L. Allen Ebert DRAWN: JOB NO.: TGP 9602020 SCALE: DATE: 1 "=40.0' 03-26-96 EET: 2/4 Ex. F. H. Assy. ' E I �„ I I N TURNING LANE TYPICAL 4 I y W i SECTION AT ENTRANCE I O W ICb zl O N. T. ' J � I w I tw N I I I I I WI EX. LANE (12'+/-) ...... ................:14.:' IX CROSS SLOPE 1 :.4:.".:. 1 ........ CG-7 :::r 1.5" SM-2A Y 3" BM-2 II--II�i�IIIIIiIII IIIII�IIIIIIIIiIIlliIilllilll�ll 1 I I I 8" 21-B II II►► COMPACTED SUBGRADE r II I X44T9 I II I 1 w l I I I I I I Ixo M 1W I o I w I Ex. San. Sew. MH 4i k Top = 748.47 11n, In = 740.06 I I Inv. Out = 739.90 1 EX. Gas VOJVe n v. I 7�tl Ex. WV f �4e54 +dr I _ Ex. San. Sew. MH II � Ex. IX29.91l-17""x1S� `\`e�k 3Fit ` Top ,n 750.37.88 I CMPA O p. 66X pg6 In v. Out = 737.76 v. Out=745.b`f' 24"0 ES-2 INV. IN = 732.25 STORM WATER MANAGEMENT POND OUTLET STRUCTURE DETAIL N.T.S. OUTLET CONTROL STRUCTURE PLAN APPROX. EX. GROUND 50'-24"0 CMP ® 0.57. TOP BERM = 738.00 100 YEAR W.S. = 737.21 10 3 3 10 YEAR W.S.E.V�=735.66 2 YEAR W.S.E. 734.98 1� 1 ✓. E. ✓. P. CORPORA77ON PIN- 86-A-102 D.B. 740, Pq 515 ZONED.' 9-2 USE.' VACANT I 47.83 .LlPF Zx. Te/ephon I \ I I O \ _ •tx. TVC Box 136 ``MAR✓OR/E HFETS o `90 , P/N' 86-A-110 � I I I47.52 4zs9 z i7 o D.B. 184, Pg. J52 3 I� � o ZONED.• RIO I l I 11 is I 11� I Ex. Pole � USE.• RES/DEN77AL 7 SF ' I N l ` I In v. In = 744.42 I Exit 40.4 -1,X8 Z Ex. Pole I R O o s2� = P W2'03'07E l I P - 183•55' � I' Inv. Out=744.171 I 47.1 / ARKING SETBACK IP 1 11 41 1 ^ 47.0 TTT_TTTyS.3' I I I I T�I I 11 I 1 1I r I I 1 f I I I I I I Imo! ®I I� I I I I I I I I r�I 47.2� ' I I I I I I I I I I 1 1_ I I 1 I I I I I I I I I I 145. 1 , 1 1Z 0.76_ - NIIIII ®®TOUIIII RS47.SPOT ELEVATIONS dFINISH CO-47'4 704 REFLECT THE FUTURE CONSTRUCTION 'IN x147.14 y THIS AREA. 1IIII1 9, \ I4- 69 . (3 I0RR 48.0 97.23' 4' CURB 0 CUT • 4I 6./6 1 47Q48.0 46.8 0 46.9 G-12 1 HDCP ®0 AMP f � 1 I I I 11 II W'.4 ,I 4709 48. 48.8 X48.7g ® II I I II I I I1 IiI AECMI� I 11J�°r° C- - © 46, - 7-.2 3°oc°°o 4IIOor 8.6 .ln�70 °ofi- -xl 0.°.a QPOSED PARKING O 444X o FACILITY ) II x. FA/ Ex. Pole (Toa Rerroved(To Be Rem ved) 48'8 47.5 47 P- 9, Remo 8.9 1 1 9, /hI /n 745 � 48.2 49.2 49.3 9.0 a- . 47. 49.� _ 4Z;lt" I 46 SF 4 iW I III 1-- -- I � N 47 I 11 I I W CG- 2 II I I f HDC 47. I II I I I I 10 RAMP \� 49.4 48. ;III ; vv N I I r---- 49. I 'I II 1 47� x.Zion VDO _ N 48. P I - \78.53 TO PS MU 4. II it II _- I, S X x-XnSFLn S2528'4tW 187.31' -- - - I II46. 46, /PF 1 Inv. Out=743.58 �. - Inv. f = 744.07- 746 Ex. Post 1 Ex.. 40.28 8i0 Hole I I' RCI O 3. ' II II i NOTE: j I ` Extend the Ex. 18"0 RCP Pipe, I II I I I as needed, to accommodate I I ` I1 the Taper do Shoulder construction. I 1 1 rlOHN E. & L 0U/SE H. #H/TE j III I 7,9 I 4:. a 11 PIN- 86-A-125 �N 1' 1 09 670, )0g. 81,5 I^ I 1 I 11 ZONED.' RA Ex. Pole IW I 11 I 1 11 USE' BUS/MESS I I I I j l I 1 I 4711 1469 CI 11 _- -- -- -- - - 1 ill 1 Ex. Pole Ex. F. H. II � 1 v Assy. I N1 I Ia & I & I"w Ex 1 10"x10"x6" Tapping Sleeve 6" Tapping Valve do Box (Tap shall be Made by F.C.S.A.) CURVE TABLE CURVE LENGTH DELTA RADIUS TANGENT CHORD BEARING CHORD C1 153.43' 00'31'53" 5759.89' 26.72' I S71'45'06"E 53.43' 50'-24 0 CMP ® 0.57. SLOPE OUTLET CONTROL STRUCTURE 24"0 ES-2 INV. OUT = 732.00 COMPACTED FILL BERM I I SANITARY SERVICE SHALL \ ­- -1 Z 3'-0' Min. i 3d' Width S o o•o $oo { S'dewofk or oi$8o o 080p �7Var. a' Mln. Space O pGpu� °OOO�O° �G�000 °Oe�O 80 •000° �O O O• RADIAL PLAN A Min. 6_7 3 Var. width E ` Sidewalk or a $.•.$g$ j r Sidewalk Space o o See g Taper curb height down to 0 at this point or - continue at full height where applicable. TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET CONNECTIONS AND COMMERCIAL ENTRANCES. >__ you 6•-0" For Commercial Entrance (Heavy Truck Traffic Anticipated \ see Standard CG-13 sheet 203.10 \ Slope 12:1 Maximum Slope 12:1 Maximum TANGENT PLAN ISOMETRIC VIEW 0 7' where St'd. CG-3 CG-7 is used. NOTES: 7'-a is Curb ramp to be class A-3 Concrete with exposed appregate finish. Sidewalk Area the minimum requirement to Ramp shall not exceed a maximum slope of 12.1. St'a. CG-2 6" (with or without buffer stnp) �._4• achieve a 12.1 slope Curb ramps are to be located as shown on the plan or as directed by or CG-6 the Engineer. They are to be provided at intersections wherever an - Max I accessible route Q within the right-of-way of a highway facility crosses a + curb regardless of whether sidewalk is existing, proposed or nonexistent. a' They may be offset from pedestrian crosswalks as shown on plans or as directed by the Engineer, but should not be located behind vehicle stop lines. This item may be Existing light pales, fde hydrants, drop inlets, etc. will also affect placement. SECTION A -A precast or cast in place. Curb ramps will be measured and paid for at the contract unit price for Exposed appregate sidewalk, compete -in -place. i- Slope 12:1 Maximum Curb/curb and gutter slope transitions oajacent to curb ramps are included szss�s,}; �^^ In payment for curb/curb and gutter. y �7Y1 g *hen used in conjunction with 3tandorr' '_ or - __.. �-' •'^;s ;t:ndard s to be Idj+, t.d to math .h. -­„ ..tl ...,. _ j � _, P : +C Treatn-:ent where width of sidewalk or %idewalk spa^e .s es_ 1h.,r Ti Q Accessible route re defined as a continous unobstructed, atabla. +irm and slip resistant path ,onneotimj all a;cessible-lem-nts 'A a m.:nilp '.1..7!. 'C- be approached, entered and used by persons with mobility impairments Llmits nt Expo -ea appregate sr7rwaiP Iv1 G h1F-A1k��Eh1T` O TO MH. W I lPF "I' Z the line vO to the W II 25'+/- = 2"0 COPPER TUBING Typel "K" ^6 \ �Ex. WV WATER SERVICE LATERAL Q '` (To Property Line) I ✓� vO \ / F.C. S.A. SHALL MAKE THE TAP, o \ / Ex. San, Sew. MH 7HE V/LLACC AT SHERANOO INSTALL THE 2" CORP. STOP 2� l Top = 747.47 do SADDLE AND RUN THE SERVICE N I Q� / In v. In = 73247 P/N. B6-A-q, 174 to J7j TO THE PROPERTY LINE TO THE \' ® O.B. 762, P 1741 Inv. Out = 732.34 CURB STOP. I W I V 9 Ve ZONED.• RP USE. RE.S/DENTIAL r/TOWNHOUSL Sew.'. MH / I14 nov. In :4633.25 ^0'i IPF h® I . / 1 11 �� U9 �FR \''� PSe7Z�4 / A KR WG Ex 7p 0 H2- \ O 0 CW 5 ��` 1 Q 1 / A \ ` �. a` iLl EX.\ WV lPF J l O I� M ^ I il Ex. Tel one I �l Q Ex. MC -- ` Box J 1 Q l� 1b x. TVC Box 1 1 `1 Q P 1 I J 1 FO Ex. 4/ants 1 Ex. Vegetation Of pond (To Be Removed) \ �` Ex. Tole one t Ex. Box Post ��Box ' C r THE EX. OND SHALL BE DRAINED VERY \` SLOWLY S AS TO PREVENT EXCESSIVE I FUTURE PLAYGROUND AREA l ,WATER FIR M BEING DISCHARGED ONTO l ITHE ADJAC NT PROPERTIES. THEN.\THE ES-2, END (AREA SHA BE RECONSTRUCTED TO\SERVE SECTION AS THE P OPOSED STORM WATER MANAGEMENT l INV= 73:�:25 FACILITY. SF o00 `� SHEN.ANDOAH PRESBY%FRY �ORFORARON �0 o0oo ' P/N. 0 86-A-111 �I Y 0 \ o$ `oo.763, Pg. 16/0 ail �4sl rp I o CI o oa °O' oo \ 1 r 1 I ZONED. RP 0 00 COUNTY OF FREDER10 VIRGIN/A \ 3 .75 3 175 10' EMERGENCY SPILLWAY' CURRENT USE.' VACANT z V- I• 1 ELEV. 736.75 PROPIOSED USE• CHURCH l I PIN- 86-A-155 TO PS MU O.B. 440, P 421 i 3 � 75 AREA. 6.5255 Acres _ Ia W 9 ED. 2, N o EL -I _ _ l -744 inZON• RP TIi USE,• PARK LAND l Ito INV=7312.00 1 50'-,24"0 CPP FUTURE PLAYGROUND AREA N / RR ®0.�3: SLOPE (/V/ //V L. LL L V(IhJL / /. rr/ // /L P/N.' 86-A-126 D.B. 670, Pg. 815 ZONED.' RA USE.' BUS/NES.S Co 15' B.R.L. 5' PARKING SETBACK ✓011N E. k L 011/SE H. #H/TE 10/N.' 86-A-127 40 0 40 120 D. B. 670, Pg. 815 ZONED.• RA USE• BUSINESS Scale 1 " = 40 f t 2 S16'45'37'W 11.6s' Ex. Post EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE1.200000000 CE 0000000000000000000 0000000000000.000000 0 0 000 3.05 SILT FENCE SF X X rt X 3.08 CULVERT INLET PROTECTION CIP 3.19 RIPRAP RR 3.20 ROCK CHECK DAM 3.30 TOPSOILING- 3.32 PERMANENT SEEDING 3.35 MULCHING MV � I I I I I I MI t z W Z O W � co VJ r I V W � -i 1 I 1 1 IZI J Q O Cl- U uj N N w O U C.� Z Q cc 0 O � C7 U a- 'Q 0: 0 N 0 L6j n Y_ >•-ma"Q> S w I- Q W F>- N = N U U Q Q LL_ N � � LAJ r W Q O O CL O a" � W f-- � N Z f� Q C) L Z O W rr _ _ V � c- Ln 0- (0d) c0 00 4 N N N N (f) c0 N c0 I`I�`+f1UV111 cD t� cD a p IT O 't d- O U � to to In U > O � � ai ai +� a 0 0 � •� 0 W N -C -C as -C N W X U N .0 F_ LL Q a 'l,,TH OF TIM G. PAINTER 9 6. 18260 ssIONAL SURVEY: C.I.: Ritchie Surveys 2' L. Allen Ebert DRAWN: JOB NO.: TGP 9602020 SCALE: DATE: 1 "=40.0' 03-26-96 SHEET: 3/4 SHENANDOAH PRESBYTERIAN CORPORATION PROJECT: SHENANDOAH PRESBYTERIAN CHURCH PROPOSED CHURCH - PHASE I 751 FAIRFAX LANE STEPHENS CITY, VIRGINIA OWNER/ DEVELOPER: SHENANDOAH PRESBYTERY CORPORATION P. 0. BOX 1214 HARRISONBURG, VIRGINIA 22801 AGENT/ LANTZ CONSTRUCTION COMPANY OF WINCHESTER, INC. CONTRACTOR: 600 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 665-0130 DESIGNER: PAINTER - LEWIS, P.L.C. 24 EAST PICCADILLY STREET WINCHESTER, VIRGINIA 22601 (540) 662-1565 CONTACT: TIMOTHY G. PAINTER, P.E. PARCEL INFORMATION: PIN: 86-A-111 SITE AREA: 6.5255 Acres ZONING: RP RESIDENTIAL PERFORMANCE DISTRICT PROPOSED USE: CHURCH CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 70% COVERAGE (BUILDINGS & DRIVE AREAS < 4.5679 Ac.) SETBACKS: FRONT: 35 Ft. REAR: 50 Ft. SIDE: 15 Ft. BUILDING HEIGHT: 35 Ft. PARKING: 1 SPACE PER THREE (3) SEATS PARKING REQUIRED: PHASE I: 200 SEATS/3 SEATS -> 67 SPACES PHASE II: 150 SEATS/3 SEATS -> 50 SPACES TOTAL SPACES REQUIRED: ->117 SPACES LANDSCAPING AND SCREENING: RA & RP DISTRICTS: NONE REQUIRED B-2 DISTRICT: TYPE "A" SCREEN - NO SCREEN - 25' ACTIVE BUFFER - 25' INACTIVE BUFFER PROPOSED DEVELOPMENT: PHASE I: MAIN CHURCH & MULTI -PURPOSE ROOM 7,436 Sq. Ft. 1 STORY, HGT.: 24'-0" HGT. WITH SPIRE: 40'-0" PHASE II: SANCTUARY & SUNDAY SCHOOL CLASSROOMS 8,032 Sq. Ft. 1 STORY, HGT.: 24'-0" FRONTAGE: 320.79 Ft. PARKING: PHASE I: 81 SPACES (Includes 5 ea. HDCP Spaces of which 2 ea. are Van Accessible.) PHASE II: 49 SPACES (NET ADDITIONAL PARKING SPACES) TOTAL: 130 SPACES LOT COVERAGE: PHASE I: BUILDINGS/STRUCTURES: 7,436 Sq. Ft. 0.1707 Acres PARKING/DRIVE: 45,312 Sq. Ft. 1.0402 Acres PHASE II: BUILDINGS/STRUCTURES: 8,032 Sq. Ft. 0.1844 Acres PARKING/DRIVE: 16,460 Sq. Ft. 0.3779 Acres TOTAL AREA: 77,240 Sq. Ft. 1.7732 Acres OPEN SPACE: 207,010 Sq. Ft. (72.8%) TOTAL PARCEL: 4.7523 Acres LANDSCAPING: B-2: 25' INACTIVE AREA 25' ACTIVE AREA NO SCREEN PARKING AREAS: 1 TREE PER 40' PERIMETER (826' PERIMETER/40' = 21 TREES) 3' HEDGE ALONG R-O-W & ADJACENT PROPERTIES (826' PERIMETER HEDGE) 5% INTERIOR LANDSCAPING ISLANDS (51,424 Sq. Ft. X 5% = 2571 Sq. Ft.) 1 TREE PER 10 PARKING SPACES (130 SPACES/10 = 13 TREES) PROVIDED: PERIMETER: 21 RED MAPLES 112 JAPANESE HOLLY HEDGE INTERIOR ISLANDS: 3613 Sq. Ft. INTERIOR TREES: 13 RED MAPLES ZONING NOTES: 1. NO EXTERIOR LIGHTING OR OUTDOOR FACILITIES ARE PROPOSED FOR THIS ADDITION. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE. 2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE APPLICABLE. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. 4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION. HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE'LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. r I , i I v _ r I _ I - i I • - T IEl� ' yI o ,i 2r'. tephe _ °/ (Radio o IFac , �� f (BM`` `0 &ty, r. \ 0 e it i '� ` � Li� � � �.__ O •y • �� I •M. ° ��rfi e � -G,V% � �..-."1 ix�•� � 1. � ,c_ ).,� � INTE �e 4775 00 INDEX TO COUNTY LOCATION I a� I, I 9 7-r ITS � L) FUTURE PARKING�- I-FUTURE I I I I I I I I I I I ADDITIOT PROPOSED CHURCH I� Y NI�-I I I;III� J FUTURE ADDITION J 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES. 7. TOPOGRAY??;" RMATION WAS DERIVED FROM SEPARATE FIELD SURVEYS PERFORMED BY ,, SURVEYS AND L. ALLEN EBERT. THIS INFORMATION HAS BEEN REVISED TO REFLECT A U.S.G.S. DATUM. A CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS FURNISHED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICAI'L FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE Aidi'°;.CABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. PROP. STONE DRIVE FUTURE ADDITION F,p►vu ®A"; . ~ PAINTER y NO. IBM � //o/74 _4pOj VICINITY MAP 1 " = 2000' EX. POND (PROPOSED SWM FACILITY) I� i I PAINTER-LEWIS, P.L.C. 4 EAST Plccr•�lLl_Y si-r;FrT Wr1lINCHLSTF_R, MCINA 22601 (540) 662-1 6 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. THE CONTRACTOR WILL BE REQUIRED TO OBTAIN A LAND DISTURBANCE PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO INITIATING ANY SITE WORK. 3. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED AS THE PROPERTY BOUNDARIES. 4. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END OF CONSTRUCTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT DAY. 6. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED. 7. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. ALL DELETERIOUS MATERIALS AND DEMOLISHED DEBRIS SHALL BE PROPERLY DISPOSED OF OFF -SITE. 2. ALL TOPSOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON - SITE FOR LATER USE. ALL REMAINING TOPSOIL SHALL BE SPREAD OR REMOVED OFF -SITE AS DESIRED BY THE OWNER. 3. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY DENSITY, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 4. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 5. ALL LANDSCAPED AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 6. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. SANITARY SEWER AND WATER UTILITIES: 1. ALL SANITARY SEWER AND WATER UTILITY CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE FREDERICK COUNTY SANITATION AUTHORITY (F.S.C.A.). 2. THE PROPOSED SEWER SERVICE SHALL BE CONSTRUCTED WITH 4" DIA. PVC PIPE AND RUN AT A MINIMUM GRADE OF 2 . 08 % THE SERVICE SHALL BE CONNECTED TO THE EXISTING MANHOLE STRUCTURE BY CORE -DRILLING THE STRUCTURE. ALL WORK SHALL BE COORDINATED WITH THE F.C.S.A. 3. THE 2" DIA. COPPER WATER SERVICE SHALL BE INSTALLED AS SHOWN. THE TAP SHALL BE MADE BY THE F.C.S.A. WITH ALL MATERIALS AS FURNISHED BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY F.C.S.A. NO WORK SHALL COMMENCE UNTIL F.C.S.A. HAS BEEN CONTACTED. 4. THE EXISTING WATER AND SEWER MAIN AND SERVICES SHALL BE UNDISTURBED AND REMAIN IN SERVICE AT ALL TIMES. 5. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK. 7. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. 8. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN TOP OF THE COVER AND THE YOKE BAR BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBLITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. STORM WATER MANAGEMENT: 1. THE STORM WATER RUNOFF SHALL BE CONTROLLED BY THE PROPOSED STORM WATER MANAGEMENT FACILITY TOWARDS THE MIDDLE OF THE SITE. THE EXISTING POND SHALL BE DRAINED VERY SLOWLY TO PREVENT A RAPID DISCHARGE OF WATER ONTO THE ADJACENT PROPERTY OWNERS. THE POND SHALL BE RETRO-FITTED TO SERVE AS THE NEW S.W.M. FACILITY. 2. ALL SURFACE WATER SHALL BE CONVEYED TO THE PROPOSED STORM WATER MANAGEMENT BY THE PROPOSED CONVEYANCE CHANNELS AND BY S; E.ETjw,,� AS INDICATED ON THESE DRAWINGS. PAVING AND CONCRETE: i J' 1. THE PROPOSED TAPER AND ENTRANCE SHALL RECEIVE A,- MINIMUMe�AV;EMEN4T,_, SECTION OF 8" 21-B STONE, FINISHED AND COMPACTED; A BASE COURSEj°QF 3�T BM-3 BITUMINOUS CONCRETE, FINISHED AND COMPACTED; ANID, A SURFACE, COURS OF 1 . 5" SM-2A BITUMINOUS CONCRETE FINISHED AND COMPA"COED, 'OR `MATCH TH•E EXISTING SECTION, WHICHEVER IS GREATER. ALL POINTS O�F;CONNECTION-WITji' THE EXISTING PAVEMENT SHALL BE SAW -CUT TO PROVIDE A S O T TRANSITION BETWEEN PAVEMENT SECTIONS. 2. ALL ONSITE PAVED AND STONE DRIVE AREAS SHALL RECEIVE A BASE COURSE OF 8" 21-B STONE, FINISHED AND COMPACTED. THE PROPOSED PARKING AREA SHALL RECEIVE A PRIME AND SEAL SURFACE COURSE. 3. ALL CONCRETE SHALL BE V.D.O.T. CLASSIFICATION A-3 CONCRETE. THE ENTRANCE CURB AND GUTTER SECTION SHALL CG-7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF V.D.O.T. MISCELLANEOUS: 1. FIRE LANES SHALL BE DELINEATED, AS DIRECTED BY THE COUNTY OF FREDERICK, VIRGINIA FIRE MARSHAL. 2. ALL EXISTING FIRE LANES SHALL REMAIN IN PLACE AND SHALL BE ACCESSIBLE TO EMERGENCY VEHICLES AT ALL TIMES DURING THE CONSTRUCTION PROCESS. 3. BUILDING NOTES: Eau��� CHURCH BUILDING: CONSTRUCTION TYPE: 3B, UNPROTECTED USE GROUP: A-4 �96 LIST ®F DRAWINGS SHT. 1/4: COVER SHEET & NOTES SHT. 2/4: LAYOUT & LANDSCAPING PLAN SHT. 3/4: SITE PLAN & DETAILS SHT. 4/4: FIRE LINE PR®FILE & DETAILS APPROVED BY _ri-iE ZON1i\1L:• ADMINISTRATOR COUNTY i' OF FREDERICK, :I `')(a( iMr' Ex. F.H. I I aI i SIDEWALK DETAIL HANDICAP PARKING DETAIL HANDICAP SIGN DETAIL LANDSCAPE NOTES Assy. E N.T.S. N.T.S. N.T.S. 1. Frederick County Landscaping Tabulation. 5 Plants shall be sound, healthy, vigorous, well branched, free of disease., insect eggs and larvae, I I I Parking Lot Landscaping Requirements - Zoning: RP and shall have adequate root systems. Ex. WV ' Landscaping will be provided by the Owner in accordance with the phases shown on the plans HANDICAP SIGN a� � � I c 4' - � - - - - •� t 2" x 18" STD 6 Sizes specified in the Plant List are minimum sizes against which thie plants will be judged Io w f to (OR AS SHOWN ON PLANS) ---------- ® Perimeter Landscaping Failure to meet minimum size on any plant will result in rejection of than plant CURBING The glare from headlights onto adjacent properties will be screened by the installation of an 1 a Iw I I 16 6" (TYp•) 1 ... '� • ' evergreen hedge along the piarking lot perimeter. I ; cn I PAVEMENT 12` x 6" STD. Phase 1 37 Japantese Hollys to screen 144' of perimeter will be provided 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges I � as shown on the plan. All mulched beds shall be curvilinear shape following the contour of 1 I I 12" Min. Phase 11 75 Japantese Hollys to screen 288 of perimeter will be provided in plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located One shade tree per 40' of perimeter is required. within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as ' 1 TURNDOWN NOTE: V�►l��l U.)HDCP SYMBOL (WHITE) STD. U-CHANNEL POST not to impede surface drainage. Phase I 7 Red Maples for 287'+/ of perimeter will be provided 4" CRUSHED STONE Pre -cast concrete curbing oy be a Phase 11 13 Red Maples for 539'+/- of perimeter will be provided 8 Locate trees a minimum of 3 feet from walls or walks, if possible I 1 (3000 PSI) 4- CONC used in lieu of the CG-21approved L � 6x6xW1i.4xW1.4 WWF (1.5" Min. CLEAR) by the County of Frederick Planning Dept. Ln Interior LandscapinK 9. Stake and guy all trees according with standard practice and/or the suppliers recommendations 1 1 A minimum of 5% of the interior of the parking area will be landscaped space SOLID BLUE BACKGROUND � At a minimum, all deciduous trees shall be double -guyed with 42" hardwood stakes driven I I I Phase I Approximately 3 4,964 sf of parking area requires 1,748 sf of landscaped space firmly into the ground. Secure tree to stakes with 99 galvanized wire guys with rubber hose 1 I I 1 I The 6 interior islands provide approximately 2,308 sf of landscaped space connections. Stakes shall be 2" x 2" x 42" 1 PAVEMENT DETAILSPROP. GROUND RESERVED Phase II Approximately 1 6,460 sf of parking area requires 823 sf of landscaped space N.T.S. 1 I 1 PARKING The 3 interior islands provide approximately 1305 sf of landscaped space 10 Use shredded hardwood bark mulch in all planting beds One shade tree per each 10 1Parking spaces is required. I 1 ENTRAPhase spaces we provided. NCE SECTION ON -SITE SECTION 8' s o Ph1 8 Red Maples for 81 ill be ,., ��11, Remove all tags , twine and containers from installed plants. Roll back burlap one third on all 1.5SM-2A BIT. CONC. PRIME &SEAL - Phase 11 5 Red Maples for an additional 49 spaces will be provided B&B plants. " -� ------� _ I I I 1 3" BM-2 BIT. CONC. SURFACE TREATMENT o0° o° NOTES: I 1 000 0° C) 0 12. Plant substitutions are permitted with consent from the Landscape Architect. 0 ° ° 0 1. ALL CONSTRUCTION SHALL CONFORM TO ADA ' 8 21-B STONE BASE 000000 8" 21-8 STONE BASE 0° ° o Confirm the locations (of any utilities above or below ground prior to commencing work 00 0°0 ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. VAN Contact the designer in the event that utilities or any other structure conflicts with the layout 13 Prepare the soil in all bedding areas by mixing into the to six inches of soil one cubic yard of \ s 8' TYPICAL FOR VAN ACCESSIBLE SPACES & p g • g p 1 COMPACTED SUBGRADE-� �COMPACTED SUBGRADE�%/�� ACCESSIBLE shown on the plan SIEl�EN A. STICKLEY 5' TYPICAL FOR OTHERS. manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation BARBARA /C STTCI(LE1v I 1 a�fi� 3 Verify the quantities shown on the plant list with totals indicated on the plan. Contact the designer m the event tlhat discrepancies exist. Supply unit prices to the Owner at time of P/N.• 86-A-107 I � v 14 Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials n n can n_ ion 1 I I NOTE: bidding. and workmanship for a period of one vear from time of installation Ll.u. ✓114� i Y. rvc ' k� 1" ENTRANCE PAVEMENT SECTIUN SHALL BE INSTALLED IN THE TAPLH ZONED.' RA IN I p & ENTRANCE DRIVE AREAS TO THE END OF THE CURB RETURNS. 4 All materials are subject to approval by the Owner or Owner's representative. Provide the USE.• RES/DENTAL X I 1 THE ON -SITE PAVEMENT SECTION SHALL BE APPLIED TO ALL Owner with a tag frorm each plant species and a list of the plant suppliers. Where any ltu OTHER PAVED AREAS. a 1 requirements are omitted from the Plant List, use plants which meet the normal requirements oI W Ex. San. Sew. MH 1 Top = 748.47 for the variety according to the American Association of Nurserymen. 1 I W I In In = 740.06 1 Inv Out = 739.90 �i- - - I (� Ex. Gas Valve _745�81 = I Ex. WV - -�� I PPF 1 ' Ex. sari. Sew. MH ✓. E, J.P. CORPORA 170N 1 I I Ex. 29. 91 '-17 x -l' \ , �Z e Top = 750. 32 1 BOSS BOLD sew.�� P� P/N. 86-A-102 OLL/E C. BOLD I ► cM A o o.ssx �11 `�`` \ O �•0g z��� 88 iv. out =7737 s D.B. 740, Pg. 515 I PIN- d6-A-109I I �� - w1'��� ZONED.• 9-2 Pg. 194 I I u 1 V. Out=745.b`t<� ��►-�1\ \ � USE VACANT z I W ZONED.- RA I ?� \ I I N38'2`, USE.• RES/DENITAL I \ _ W II r, .L�. Q 2 IPF Fx. Telephone \ ` I /PF r1 b TVC` MAR✓OR/E H. TEE7T' o f� ` \ sa„ W. 's=B p P _ 1 Ex. WV ✓AMES F. MUSSER - '---� I I I 1_ �'� P/N 86-A-110 0 `� \ ` \ oe33z� \ \ 1 N / Z6 D.B. 184, Pg. .�52 �' Ex. D� ` \ Ex. Son. Sew. MH k I ✓� �QI /DA M. MUSSER 1 'o I ( \ wt - \ Top = 740.66 W // / P/N. 86-A-109 I I I ZONE-0. RP lnv In = 734.88 .I / - THE I�ILLACE AT SHERANDO \ \ Inv. Out = 7388 Ex. Son. Sew. MH In Pg. 25� 1 Ex. Pole USE. RES/DENI7AL - \ ` ` \ ` ` � , ` 2 Top = 747.47 P/N. 86-A-5-(25 to J7� �Q l Inv. Out=73732.34 9 In 0. B. 762, P 1741 ZONED.• RA I I I - \ \ \ ` - _ li I , - 2$ ZONED.' RP USE. RES/DEN7IAL I ln� In = 744.42 c� - -� ` ^' ` \ ` fix.-Tec�none� \ Q 0 �! �. / l USE.• RES/0ENT7AL (TON14HOUSES) Ez. 40.4f'-18" A' �r � � � \ � Box � •` � � � Ex. Pole I RCF1 0 0 62X 4 � IP _ N3z0.3'0 / E ! _ ` \ ` ' - �� �� ' - - ✓AMES F. MUSSER I i s A 83.5 Z \ ` \ N38'2� - _ I Exp San. Sew. MH �+►� �� To = 746.14 l RKIN _ \ �`� E '�F� 28p \ \ Inv. !n = 733.25 Inv. Out=744.17 G S i t► �"-� 1 w ` D? n Son�� �4 -8' lnv. Out = 733 10 G l IVA M. MUSSER I I I I SACK --\*� ! 1P ' �* 1 r S,R = ` in �5 `�v70' \ ` - S°w �°VC 1 \ E / Qkl, l l 1 I W , S' a.R.L /YYYYYYYYYYlrT1f,Y, YY, Y�Y•YYYYYYYYY. . . . I I1vAC \ s� �` \ "TVs ����ry I P/N• 86- 4-2 I r Y '�,'_ ��' N D. B. 426, Pg. 72> I r 3 1 I I I 7-I + I I I 1 I I t I I ` ER \ 'L 0 / / O 1 0- 1 i I I I �_ I I I No I I_\ �_ �� IPF hS / I N O + I I I I I I®1 I I I I ' a s _ ��' / -Z 1-� * I \ a v ®o USE. RES/DEN7TAL- ---__ FW- L76' -'/I o R 2, 72.00' S' �/ I *Ii t i t' 'O'R A \ t� • ��'o i; FUTURE PARKING n> FUTURE ADDITION UFFE� `. \ \ NG S 10 O 1 `� l l O 1 I Q 1" 1 I--- r AREA 0 I 1 STORY, HGHT.: 22'-0" o 1STC`� I I Q' i* ---- -� _ ,R 1 2 9 ----� I AREA: 2880 Sq. Ft. 0 I O P/N. 86-4-J I Iy,• o p v_�r 9' 1O'R , , , , , i �F i 10 R USE: SUNDAY SCHOOL _ 1 I CLASSROOMS \ Ex. WV IPF l l J l� � `�� \ �\ / / O 97.23' *�r? ---- - x w 12') 22' --� 20 46.00' \ \ Ex. Tel one / �1 IW N � 1 1 - /1 �^ EX. POND SHALL BE �- �` Ex. �� ` Box x. TVC Box l r. r ❑ N � 5'R _ ,� DRAINED VERY SLOWLY -Stub I I *� ® * I U AND RECONSTRUCTED 10 -i 9' a) TO SERVE AS THE \ ` 1 I I `� I IW r R t 2'R �! x PROPOSED STORM WATER �^ °'-�r = PROPOSED . ' . 1. 0' o EX. VEGETATION \ \ BRAODOCK PARTNERSHIP I 1 a_ Cr)� I * ►� ---- u PROPOSED PARKING N a TO BE REMOVED MANAGEMENT SYSTEM. \ \ U �� Futu�e Sign -'r� 04 FACILITY 4' TURNDOWNS' ...`• o ^� P/N. 86-A-IIJ I I I 1 I I I CONC. WALK 6' = I o,; \ \ Size: 6'H x 6'W •,.:::>.; o I �o j Heig t: 6' 0 10' , I t . . N o = \ P/N. 86-4-� 5 1 I 14' M,n. �r --- �i 9' CG-2 ;b033t ra DCP = ' • rn �, O.B. 664, Pg. 285 p I I I I Prop. STOP i * _ _ _ _ ® RAMPS o 3 L M = FUTURE ADDITION I Iq w I Sign �_�r , .}' �+ w = a v 1 STORY, HGHT.: 24'-0" ZONED.' RA I I 24' 30' 22' 1 w 1J u„•. z 1 1 CG-7 Ex. Drive r �- 12' �,, o w AREA: 4480 Sq. Ft. o0 USE. RES/DENTIAL Q I I 5'R To Be Removed �v a _ " N USE: SANCTUARY ® 0 ( FUTURE PLAYGROUND AREA N I CG-12 ( 5'R cn I HDCP ^'0 0.5'R ���•�;� a� 3 Q I o _ 1 I (RAMP 10, i PROPOSED y I I I 1 Inv. 0 t -�5.28 .� R NOTES R CANOPY _ :.. ` � I 1 _ rn Provide Stop Sign & n, -Proposed- ` �„ = 44.00' ,� _ R -- -- ro -- - 1 I CMPle 0.44% op dwa and 2 S-5 SurfB50'o- Ex 23'+12" - `- �- - - StH a Rocy S//EIVANDOAH PRESBYTERY CORPORAT7ON II Parking Area, as shown, j 2'R o �,(To Remove 10' �{ 10'R HDCP1 Ex. Pole - T EX. VEGETATION P/N.• 86-A-111 9 o RAMP 10' - I In In 7 29 ® No g 5, 2' 2' PROP. STONE �. In DRIVE AREA D.B. 76,3, Pg. 1610 uI I Ex. Pol 5'R TO BE REMOVED + I (To Be e/oc°ted) -CL I Q I I } 20 24' 12' 12' a �- o ZONED.' RP ✓ESS/E M. !4R/GHT o I cL >, o, �, o o cG- cG-12 PIN.• 86-A-114 1 3 'R HDCP �_* 9' ® No � `J o o e" 21 -B 00 CURRENT USE.• VACANT p I x Tqq m a STONE BASE �,, Co o D.B. 311, P. J88 I W cr RAMP Iw Y�--- a I u, 9 w I 14' u1 0' T,� ❑ D 10' I I 1O'R U, SURFACE PROPOSED USE. CHURCH Z ZONED. RA z I '� y m Y _-- u R 2' R 5 5' R o a F 1 I i �I� I� * } - N PROPOSED PARKING N CG-2 �': 42.00' EX. VEGETATION AREA. 6.5255 Acres �,I a- USE RES/DENT7AL Q I I I 0 i �5 R U FACILITY �? 6• TO BE REMOVED I I . 2 R 1 O'R v, �� 0 1 �Ex. VDOT ^, T L7-Z7 T( F1_4D1T'ION 0' 24.00' FUTURE PLAYGROUND AREA ui 1 onument ®, C 5 N 1 STORY HGHT.: '-0" I G 22 I C - C RB 22 P O1 AREA: 672 Sq_ Ft. EX. VEGETATION I L, c USE: SUNDAY SCIHOO 25'R TO BE REMOVED :S CLASSROOM END P&S 1 I I $ SURFACE N 8" 21-B PROP. STONE I I I 00 - - - - - - U 36' TREATMENT oSTONE RFACE IFE DRIVE 49'R i 1 S25'2 - -- -- 15' B.R.L. -- -- -J ROSY B. JOHNSON I I o _ _ 8'42W 187.31 S23'45'51N 742.41' 5' PARKING SETBACK Ex.� � 1. IPF --- -- -- -- -- - -- - BETTYANN✓OHNSON 1 _ _ Inv. Out=743.58 I 0= lnv. /n = 744.07 Ex. Post Post P/N.• 86-A-115 I I Rc 40.28 o 8*0 1 H°le o D.B. 4J6, Pg. 1.�6 I NOTE: N Extend Ex. 18"0 RCP, as ZONE D.• RA I 1 I needed (8'+/-), to accommodate 1 USE- RES/DENTTAL I I taper & shoulder construction. 1 ' 1 ✓OHN E. k L OU/SE H. lyh'/TE JOHN E. k L OU/SE H, #H11E (0 I aL � � l O / I � Ex. Tel one Ex Box Ex C Box Post O Go V_ w lb CD COUNTY OF FREDER/CK, VIRCINIA PIN- 86-A-155 D. B. 440, P•q. 421 ZONED.• RP USE.• PARK LAND S16'45'3TW 11.69' PIN- 86-A-125 40 0 40 120 D.B. 670, Pg. 915 D. B. 670, I ^ IIZONED.• RA 1 Pg. 815 W I ZONED.• Scale 1 ' = 40 f t Ex. Pole USE- BUS/MESS USE.• BUS/SI MESS ICI lI I a E Ex. Pole Ex. F. H. 0 Assy. 1 ✓OHN E. L OUI.SE H. { 11Y_ a I $ ~ o PHASE I CONSTRUCTION Ex i W 1SJw L, W � NI P/N.• 86-A-127 O.B. 670, Rq.. 915 ZONED.• RA FUTURE CONSTRUCTION USE. BUSINESS I CURVE TABLE CURVE ILENGTH I DELTA I RADIUS ITANGENT CHORD BEARING CHORD C1 53.43' 00*31'53" 5759.89' 26.72' 1 S71'45'06"E 53.43' PLANT LIST SYMBOL QTY. COMMON NAME BOTANICAL NAME SIZE REMARKS 18 RED MAPLE ACER` RUBRUM R CALIPE CALIPER 37 ILEX CRENATA GREEN LUSTER JAPANESE HOLLY 3 GALLON CONTAINER 4' 0. C. \ *�I 16 RED MAPLE ACER RUBRUM CALIPER :i 75 ILEX CRENATA GREEN LUSTER rJAPANESE HOLLY 3 GALLON ONTAINE 4' 0. C. 4) 0 L C7 Z Q U W D O rr D- U u 2 O F= U LLd O OI Z O � U_ O Z_ � Z_ OU � Y ID O Im }- Q_ HVXWi- m N U W U Q 0 W O^O CL_ O = H 0 in � N Z I>Y Q CL Z O d d IL to r- OcO r t0 4� O to n 00 NN I I I 4-d N N N N V) cD N cD tD r- c0 >, t7 �n 0CY OOo o � U-) u0 U') Q ai ai nnn N N 0 0 otn -C I- Ld (1)CL Q .. -C tD N X U N HHLL- Q a �XTH Op ,nnl� 7 PAWER No. 18260 "ZSs ZONAL SURVEY: C.I.: Ritchie Surveys 2' L. Allen Ebert DRAWN: JOB NO.: TGP 9602020 SCALE: DATE: 1"=40.0' 03-26-96 SHEET: 2/4 Ex. F.H. Assy. I 1 I lEx• wv TURNING LANE TYPICAL I H SECTION AT ENTRANCE I 'W 1 Ic°� za10 N.T.S. ' JI I W I W X fn I EX. LANE (12'+/-) 14' - I I I VARIABLE CROSS SLOPE 4:1 SLOPE (Max.) ".:.:............................. :.- .._.................. CG-.7........1.I 1.5 SM-2A _ ...... ............'^n�........................... -i i- 1 ' I " BM-2 I: -I I r L I --I 1 I --I I=-1 i -I---� I---� I- 3 -III - -I I ' I 8" 21-B w II�rJ 14 I I II COMPACTED SUBGRADE 12 � ► I I � I I II I X 44.79 I I to �,. IW IN I - I IW I I � I I W Iw r I Ex. San. Sew. MH x Top = 748.47 I I W 1 I Inv. In = 740.06 I In v. Out = 739.90 I ! ( Ex. Gas Valve En v. ln' = 7 1 a WV x. - - I 46t1 k�&54 r4e,��� �/B4 3 Ex Son. Sew. MH I Ex. 29,91''-17 xf I Svc 7;8 Top = 750.32 �I CMA 0P.66% 1 II `�\� \_� Sew O� P� � Inv. In = 737.88 Inv. Out = 737.76 V. Out =745." 1r \ W I c:po _ I J E 200 4 CD MAR✓OR/E H. TEETS PIN- 86-A-110 D.B. 194, Pg. ,T52 411 X' 69 o ZONED.• RP I � 1 lit I 1 X. Pole USE.• RES/DENIIAL I � I I In v. In = 744.42 EA4o.4r,'-1e Ex. Pare I RM o "2NA /PP - N3r03'07,1, E 183.55, Inv. Out=744.17! I 4'.1t 5 PARKING SE�ACK 1 I 47..iJ�' Ln I 47. I I I I I I I L I 11 I 'a I I I I 1 I D I I I I I 47. I I I I I I I I IZI L76' / NOTE: I 1I 1 47.5 I •--14r SPOT ELEVATIONS d--7-4 REFLECT THE FUTUF W I ,I I I 14 1 N THIS AREA. L4 N II! CA 48.0 97.23' 14 I l i I I I 1 1 471t6,' � J •?' 114- 1 + 48.0 G-12 I r--- • 2 / RDCP AMP I I i I 1 1 I I 48.5L -� 1 I 1 4611 1'1 k47.09 lF 9# 48.8 48.7 8.5 I II I i oo� (r+°on^e _ I Inly. Out 0.2 74J. M20 8.6 �'-12 .4-.1 0 I I�M �O Q 44-T ) ) Ex. Pole I To, e m o ved II �P ` x (To Be Rem ve d 48.8 { . 1 I l I .* Q- Be Remo I I I tt 8.9 I Irivl /n 4=1 745 \48.2 49.2 49.3 9.0 I I ; I 1111 A I ;471tu L -46 SF - . F---- j ,a111 4,- I I II l 1 W CG- 2 � �---- 9.2 II i I I I HD © 9.3 RAMP II I I \ 10 ` - 49.4 III I ,I � ( , II I I F it I I I x. vDo 49.� ""��� 41wq 4,.9 numen I p I I I' I I II 11 I i \78.53' TO PS MU 1 I I 11 l S L- S25*21 Inv. Out = 743.58 li - Inv. �n = 744.07 - 746 I j Ex. 40.28 8"D IIl RCjO3. I1 ] NOTE: 1 Extend the Ex. 18"0 RCP Pipe, I 1 I I I as needed, to accommodate I I I ! 11 the Taper & Shoulder construction. I I ✓011N E, L 01115E H. W, 1 I� I<4s.71x I 4,. r t P/N.' 96-A-125 D. B. 670, Pg. 81,5 ZONED,• RA -Itl. xC Ex. Pole I `i II I 11 USE. BUSINESS 1 I I I I I I I 1 , 1 I 106d k I' 4,1111 ti Ex. Pole - - - - - - - I I I I l Ex. F. H. II Assy. W Ex. :k X I W I I 2eO ES-2 INV. IN = 732.25 STORM WATER MANAGEMENT POND OUTLET STRUCTURE DETAIL N.T.S. ✓V -LT Y 1-1 - -19 -1 1- OUTLET CONTROL STRUCTURE PLAN APPROX. EX. GROUND 50'-24"0 CMP ® 0.57. TOP BERM = 738.00 100 YEAR W.S.E� = 737.21 10 ii 3 3 10 YEAR W.S.E. 735.66 2 YEAR W.S.E. 734.98 1 1 ✓. E, ✓. P. CORPORATION P/N.• 96-A-102 O.B. 740,, Pg. 515 ZONED.. 9-2 USE.• VACANT Fx. Te/ephon *'tx. TVC BOX � 13 9p• soot 10"x10"x6" Tapping Sleeve 6" Tapping Valve do Box (Tap shall be Made by F.C.S.A.) CURVE TABLE CURVE LENGTH DELTA I RADIUS ITANGENT I CHORD BEARING ICHORD C1 53.43' 00'31'53" 5759.89' 26.72' 1 S71'45'06"E 53.43' 50'-24 0 CMP ® 0.5% SLOPE OUTLET CONTROL STRUCTURE i"'6 24"0 ES-2 INV. OUT = 732.00 COMPACTED FILL BERM 3•-0* vOr \ Sidewa c dewarrkt� vo$go $oe o goe ®Va 4' r,Mn. k Space 88'O�� .�g�_ 4°�088 r 1 Taper curb height down to 0 at this point or continue at full height where applicable. -o• s-o' -1 TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET RADIAL PLAN CONNECTIONS AND COMMERCIAL ENTRANCES. >-- A-• Min. 6_-0• 3 Var. width Sidewalk or Sidewalk 6 Space b:$. 0o5'o�• eoeo.o oeo•o• tLy�p n I• a g ,$$,$ •go og eo.000. o•o•oe j E 171E `e 'Id 6'-T For Commercial Entrance (Heavy Truck Traffic Anticipated \ see Standard CG-13 sheet 20 .10 \ Slope 12:1 Maximum 000e \ \ \ A _.--I 6'-G" ` Slope 12:1 Maximum TANGENT PLAN ISOMETRIC ',AEW ® Y where St'd. CG-3 CG- 7 Is used. NOTES: 7'-4" is the minimum Curb romp to be class A-3 Concrete with exposed oppregote finish. Sidewalk Area requirement to Romp shall not exceed a maximum slope of 12.1. ® (with or without buffer strip) achieve a 12.1 slope St'i. CG-2 Curb ramps are to be located as shown on the plan or as directed by 6" 7•-4. or CG-6 �� the Engineer. They are to be provided at intersections wherever an T » Ma accessible route ❑+ within the right-of-way of a highway facility crosses a ' curb regardless of whether sidewalk is existing, proposed or nonexistent. IL i They may be offset from pedestrian crosswalks as shown on plans or as directed by the Engineer, but should not be located behind vehicle stop lines. This item may be Existing light pales, frte hydrants, drop inlets, etc, will also affect placement. SECTION A -A precast or cast in place. Curb ramps will be measured and paid for at the contract unit prices for Exposed oppregate sidewalk, compete -in -place. Slope 12',1 Maximum :urb/curb and gutter slope transitions aajacent to curb romps are incluaed in payment for curb/curb and gutter. When used in conjunction with ,tanaor _ -o cr :na i _- oc io1I ;tanocrd s .. ce ;.,....ed m1,.h tha T.. ,,tc. .'rr . T ,atm.ent wh>re width of sidewall, or +Idewolk soc _e s i th?. i i1 A-essible route 's define as a _ontinous unocstructed stobl. m ;nit I slipeaietrnt path ronnerting ail a:aessible elem••nts -+ / ta.i a li:pt ae opprea.hed, entered and used by persons with mobdity mDa'rments I I I I SANITARY SERVICE SHALL / O TO MH. W I lPF 0 * 2, the line z to the W II 25'+/- = 2"0 COPPER TUBING Typel "K" �u 6 Ex. INV WATER SERVICE LATERAL I / -` T \ ^ (To Property Line) F.C.S.A. SHALL MAKE THE TAP, o �/ l Ex. San. Sew. MH 1NE V/LLAGE AT SHERANOO INSTALL THE 2" CORP. STOP Z� l Top = 747.4E do SADDLE AND RUN THE SERVICE CN I �� Inv. In = 732.47 P/N. 86-A-5-(25 to J7� TO THE PROPERTY LINE TO THE \'/ / l ® D.B. 762,, ,P 1741 k Inv. Out = 732.34 CURB STOP. I W I \ I �'� ZONED.• RP �" USE. RES/OENTIAL �TOWHOUSES) �� � I Ex Son do-0Top 1 �! �� = . Sew. MH = 746.�4 0 �l Jr. ` ��E?�Inv. In = 73 5.25 1 G/rye/ San. f 20 is y` C Q,®•M l ! i \ ♦ 0 IPF 0 Ib4. oy SerSAC h�/ B� \�Pq KM TD;� ! ! 5 A� \ ` �x WV IPF , J ^ ! n� a� 0 I ` - , 1 O IL Ex. Tel one r 2 1 to Ex. M,,--- ` Box r ! O 01 a 1 G stub `` P C Box r I O Ex. 4/colts Ex. Vegetation Of pond (To Be Removed) Ex. Tel one t Ex' BOX E` C Box �� `t I � • � � � Post ~ THE EX. OND SHALL BE DRAINED VERY \� '1 SLOWLY S AS TO PREVENT EX�ESSIVE Fl1TURE PLAYGROUND AREA WATER FIR M BEING DISCHARGED ONTO ITHE ADJAC NT PROPERTIES. THEN,`THE ES-2, END AREA SHA BE RECONSTRUCTED TO\SERVE I I SECTION`, AS THE P OPOSED STORM WATER MA*GEMENT INV= 732.25 FACILITY. SF ` I SHENAN00AH PRESBYTERY`CORPORA 77ON 1 p0o 000 I ' ° oo�t° o ', I ' PIN- 96-A-111 It 00 CI a �� ` D.B. 76,3, Pg. 1610I� ° �, ZONEU.• RP � 3 .75 3 `75 10' EMERGENCY SPILLWAY,' CURRENT USE.• VACANT I z COUNTY OF FREDER/CK, I�IRG/N/A ' ro Ps Mu ELEV. 736.75 PROPOSED USE CHURCH I P/N 86-A-1�5 AREA, 6. 5255 Aces _ a W D. B. 440,, Pg. 421 3 75 75 I -744 �� ZONED.' RP ' SECTIO - I I USE PARKND LA INV=73r2.00 0to 0.6% ,5% SLOPE CHIP FUTURE PLAYGROUND AREA Cn ® / r I RR . ` , Ex. Vegetation ' 1 740 ,(To Be Removed) \ `\ �sr� IA � S16'45'3TW C� \ -738 15' B.R.L. I 11.69 .41 ^ -_ ��s - 5' PARKING SETBACK Ex. Ex. Post Post EROSION & SEDIMENT CONTROL KEY VV/ // . L. 4i L VV/✓L / /. /r/ // / L P/N• 86-A-126 D.B. 670, Pg. 915 ZONE0.• RA USE- BUS/NESS ✓0HN E. k L OU/SE H. *H/TE P/N.• 86-A-127 D.B. 670,, Pg. 915 ZONED.• RA USE- BUS/NESS 0 40 0 40 120 Scale 1" = 40 ft 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CE o 000o0 0 0o0000000 °o°ooaoo°oo�°o°°ono o00000000 3.05 SILT FENCE $FX XX 3.08 CULVERT INLET PROTECTION CIP 3.19 RIPRAP RR 3.20 ROCK CHECK DAM 3.30 TOPSOILING TO 3.32 PERMANENT SEEDING pg 3.35 MULCHING MU � I I I I I Im t �-- Ld Z W r\ U W 0 T V W F` Q -I I I I I IZ J Q Z n O a- W U � N J O � U 0 Z Q O Z Wo Na O,JWQZ U�Y C7 m � CL W 1 V= x FEE w -CC LLJ u M .W.U.ai.�c� w tn W LL Q N CL�r-�W Qp1"--0CL W �y Z� Q � Io- L Z W of =: W,I � 5 C 0- (0 CD 4-J L 00 N 0 I I I 4-1 N N N N 11�11\Vf111 � � � �o In - 000 ZI o rn dIt -t o L Ln In Ln O 0. L N N +, a to +J 0 0 0 LLI s s U N N X N .0 F) IT Li 0 3 (Nn a A,LTx OF f J Tt11110 G. PAINTER o. 18260 oA� (o j!¢lq(. fi 19 I NAL 6 SURVEY: C.I.: Ritchie Surveys 2' L. Allen Ebert DRAWN: JOB NO.: TGP 9602020 SCALE: DATE: 1 "=40.0' 03-26-96 SHEET: 3 /4