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Home My WebLink About06-18 Site Plan (2)SOILS KEY ID NAME 206 Gurnsey silt loam, 2 to 7 percent slopes, HSG:C 32B Oaklet silt loam, 2 to 7 percent slopes, HSG:C 0 FREDERICK WATER NOTES: 1. FREDERICK WATER CURRENTLY ACCEPTS SANITARY SEWER FLOW FROM THIS SITE. THE CITY OF WINCHESTER PROVIDES THE WATER SERVICE. 2. IF THE EXISTING CITY OF WINCHESTER WATER METER REQUIRES UPSIZING, FREDERICK WATER SHALL BE CONTACTED TO ASSESS IF THE EXISTING FORCED SEWER LATERAL REQUIRES UPGRADING. A SANITARY SEWER AVAILABILITY FEE UP CHARGE MAY ALSO BE REQUIRED. TM 85 A -62 LEGACY CHRISTIAN FELLOWSHIP LEGACY CHRISTIAN ACADEAfY 4. Instrument ,)�1140007971 4.6475 Acres 1 D ZONED.' RA 1 ---------- - -- -- �_ 1 S42-2226 W 572.64- FUTURE OVERFLOW PARKING 1 TH 85 A-66 i LEGACY CHRISTIANX FELLOWHIP 1 In , ume 000?1 1 .7A7 f 85-A -63 4.9890 Acres Jerr P. O Neal 5933 VALLEY PIKE' 1 rilary #r 0lVeal ZONED. • FZ4 Cn 01 D.B. 568, PG. 486 PROPOSED :1 5811 VALLEY PIKE ZONED.- RA 20' WIDE FIRE LANE � 1 0 ❑ 41 1 T. W LT � -- - - - - FUTURE ' 1 - PARKING PROPOSED 1 \ 1 1 TH 85 A-65 O Leslie A Carper Dorothy F. Caper D.B. 828, PG. 1370 \ 5901 VALLEY PIKE \ r ZONED.- RA � I L J TRAFFIC IMPACT: Frederick County Road Classification for Route 11: Major Arterial Road ,3D 0 CD � L- 0 0 BEM \�K) ,0 1 -�'T&I SOIL DELINEATION LINE �- 2016 Existing Traffic Data -Route 11 Valley Pike, Middletown to Stephens City AADT=5,000 trips Data Source: ITE Manual, Seventh Edition Land Use 536: Private School (K-12) Trips based on Number of Students: 100 Weekday: 100x2.48=248 trips (50% entering, 50% exiting) AM Peak Hour: 100xO.79=79 trips (61 % entering, 39% exiting) PM Peak Hour: 1004.55=55 trips (41% entering, 59% exiting) Valley Pike Entrance Road Right Turn Analysis: (Analysis assumes that traffic will enter the southern entrance to pick up students and exit the northern entrance. It is also assumed that the entering traffic is split evenly northbound and southbound.) Estimated AM Peak Hour Entering: (50%)(61 %)(79)=24 vehicles Estimated Traffic in Peak Direction of Flow: (11%)(50%)(5000)=275vehicles From App. F, Fig. 3-26 VDOT R. D. Manual: no turn lane or taper is required Scale in Feet TAf 85 A -68 Earl W. Shiley Estate Sue Ann Ramey, et al 6043 VALLEY PIKE ZONED.- RA ladm-I I I I I I I I I I -- -n 75 EXISTING PARKING 1 1 _ -�- 1 0 A N41'51'38'L_41A,12� � � N41'S1T 38 E 54 T71 _ - u 5933 VALLEY PIKE PROPERTY EXHIBIT UTILITY AND REGULATORY CONTACTS: SEWER SERVICE NATURAL GAS Frederick Water Washington Gas 315 Tasker Road 350 Hillandale Lane Stephens City, VA 22655 Winchester, VA 22602 540-868-1061 540-868-7923 BUILDING INSPECTIONS ELECTRIC SERVICE Frederick County Inspections Department Shenandoah Valley Electric 107 North Kent Street Cooperative Winchester, VA 22601 3463 Valley Pike 540-665-5650 Winchester, VA 22602 540-450-0111 EROSION AND SEDIMENT CONTROL Frederick County Department of Public Works TELEPHONE SERVICE 107 North Kent Street Verizon Winchester, VA 22601 404 Hillandale Lane 540-665-5643 Winchester, VA 22602 540-665-3156 PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation 2275 Northwestern Pike Winchester, VA 22603 540-535-1818 WATER SERVICE City of Winchester 115 N. Cameron Street Winchester, VA 22601 540-667-1815 FR GENERAL NOTES: 1. The project illustrated on these plans is located along Valley Pike (State Rt. 1 1) near the intersection with Family Drive in the Back Creek Magisterial District in the County of Frederick, Virginia. The property is currently in use as a K-12 school. With th' t I th to t t 14 400 f t b 'Id' t b Tip 85A-67 is si a pan e owner proposes cons ruc a , square g uare oo ui ino e as a gymnasium and classroom facility for the school. The proposed construction -LEGACY CHRISTL9N FELLOWSHIP operations operations will involve the demolition of two existing structures, the installment of a LEGACY CH.RISTL9N ACADEMY new fire hydrant and 12' wide gravel fire access route around the building. An Instrument ,f.140001971 additional asphalt parking facility is proposed for future use but is not to be 0.8827 Acres constructed with this phase of development. The future parking is shown on these ZONED. • RA plans for site plan approval and grading purposes. The proposed gymnasium buildng shall be constructed on parcel 85((A))66. The existing parking is located on parcel 85((A))66 and 85((A))67. A portion of the gravel fire access route will be located on 42'14'22'w 149.64� - parcel 85((A))62. 2. Property Owner/Developer Contact: Ms. Beth Lewin Trustees of Legacy Christian Fellowship I 1 P.O. Box 1326 ---- Stephens City, VA 22655 Telephone: 540-974-0435 ®®" 3. Engineer: Contact: Mr. John Lewis PAINTER-LEWIS, P.L.C. 817 Cedar Creek Grade, Suite 120 E 0 `� Winchester, Virginia 22601 Telephone: (540) 662-5792 --�--- 4. Property boundary and topographic information shown on these plans was collected by PAINTER-LEWIS, P.L.C. EXISTINl�r; 14 PARKIN E; 5. Site Data: o PINs: 85-A-66, 85-A-67, 85-A-62 --- ' I Parcel Areas: 4.98 acres, 0.68 acres, 4.65 acres Zoning: (RA) Rural Areas District Use: School K-12 1 Front Yard Setback: Required - 60' Provided- 194.15' to new building 32$ 1 Oak/ets��f Rear Yard Setback: Required - 50' Provided- 121.58' to new building �- Side Yard Setback: Required - 50' Provided- 155.54' to new building e uernSey i7f/o Maximum Building Height: Allowed - 35' Proposed-30' Maximum FAR: Allowed - 1.0 Existing building area = 17,201 sf '- -' N41'5138"'�Ei49.86'' - Proposed building area = 14,400 sf R16tR TURN LANE \, Proposed Total Floor Area = 31,601 sf = 0.145 FAR �-._ _-_-_ - 6. Environmental Features: Wetlands - No wetlands have been identified on this site. - - - --- - - --- FI d 1 - N FI d 1 t th' :4- oo pains o 0o pains exis on is si e Sinkholes - No sinkholes have been identified on this site. T _ Steep Slopes - No steep slopes have been identified on this site. 7. Storm water management is addressed by the installation of a surface detention facility and the purchase of Nutrient Credits. 8. Landscaping Requirements: For Future Gymnasium parking area. See Site Plan. 9. Buffering Requirements: None 10. Lighting: Exterior lights will be building -mounted. All lighting will conform to the requirements of the Frederick County Zoning Ordinance Section 165-201.07. FREDERICK WATER NOTES 11. Signage: The existing sign shall be maintained / modified per Frederick County regulations' 165-201.06. Frederick Water currently accepts sanitary sewer flow from this site. The City of Winchester provides the water. If the existing City of Winchester water meter requires upsizing, Frederick 12. Parking Space Requirements: Water shall be contacted to assess if the existing forced sewer lateral requires upgradng. A Property Line Setback: Required - 5' Provided - 20'+/- sanitary sewer availabilty fee up charge may also be required. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. Required: (1) space per faculty and staff-25 member staff (1) space per driving aged student-10 students estimated (4) spaces for visitors-6 visitors (3) handicap spaces (51-75 total parking in lot) (1) space per 4 auditorium seats-175 seats Total spaces Required = 85 including 4 ADA spaces Total spaces Existing = 42 including 4 ADA spaces Proposed spaces (Future) = 45 Total spaces = 87 including 4 ADA spaces Loading Space Requirements: None 13. Drop Off Times: Middle & High School - 8:15AM - 8:30AM Elementary School - 8:30AM - 8:45AM Preschool - 8:45AM - 9:OOAM ASSY. ASSEMBLY CO AN CLEAN OUT DIA. DIAMETER EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL ESMT. EASEMENT EX. EXISTING F.F.E. FINISHED FLOOR ELEVATION FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Ga. GAUGE GM GAS METER HCR HANDICAP RAMP INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET MET L MF POST N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC TELEPHONE PHONE INE ePLL PVMT PPpROPERTY P,4V%RENP?LE RCP REINFORCED CONCRETE PIPE T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 25'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION LIST OF DRAWINGS: SHEET 1 /8: COVER SHEET GENERAL NOTES SHEET 2/8: EROSION AND SEDIMENT CONTROL NOTES AND DETAILS SHEET 3/8: EXISTING CONDITIONS CONSTRUCTION NOTES DEMOLITION PLAN PHASE 1 EROSION AND SEDIMENT CONTROL PLAN SHEET 4/8: SITE PLAN WATERLINE EXTENTION PROFILE PHASE 2 EROSION & SEDIMENT CONTROL PLAN LANDSCAPE PLAN AND NOTES SHEET 4A/8: LIFE SAFETY PLAN FIRE LANE SIGNAGE SHEET 5/8: WATERLINE DETAILS CONSTRUCTION DETAILS SHEET 6/8: STORMWATER QUANTITY PLAN SHEET 7/8: STORMWATER QUALITY PLAN SHEET 8/8: VDOT NOTES MAINTENANCE OF TRAFFIC PLAN JOHN C./LWjS ,6& Nd. i0�1�1 IONAL - t, MULTI -PURPOSE BUILDING LEGACY CHRISTIAN ACADEMY BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SITE PLAN #06-18 PREVIOUS SITE PLAN: #27-14 ZONING ADMINISTRATOR DATE FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL 14. Pick Up Times: Preschool - 11:15AM - 12:OOPM ==- Middle & High School - 3:15PM - 3:30PM - Elementary School - 3:30PM - 3:45PM 15. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. 0- HC ramps off site shall be constructed per VDOT standards. CONSULTING ENGINEERS PAINTERmLEWIS, P.L.C. 817 Cedar Creek Grade, Suite 120 Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: off ice@painterlewis.com JOB NO.: 1711010 SHEET: January 25, 2018 1 /8 Latest Revision Date: May 23, 2022 DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% OR GREATER LXISTING PAVED ROADWAY SECTION A - A SEDIMENT BARRIER (STRAW BALE TYPE SHOWN) SUPPLY WATER TO WASH WHEELS IF NECESSARY. O FLOW 0 LLJ n A 01:�� 0 0 ry z Cn X w of _I FILTER FABRIC NOTE: SPILLWAY USE NDBAGS, STRAW BALES OR HER APPROVED METHODS TO HANNELIZE RUNOFF TO BASIN AS EQUIRED. O� FLOW .0 ;oo .�Aoa. r-�. "A0 2"-3" COURSE AGGREGATE MIN. 6" THICK ° O•o o p'o'o 000 0 p�s p�•i AB 01 0Z�U-oo.0Q,ao•° o .'oO��boD� '°aoaP bo°o° o° •080 oJ (w .00 .a0 °'0 ooa acs �I DIVERSION RIDGE 70' MIN. A I A KI NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. z COMPACTED SOIL 5' MIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT TEMPORARY DIVERSION DIKE DIRECTION OF FLOW COARSE AGGREGATE ** • `-ORIGINAL GROUND ELEVATION I RIP -RAP **COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 ROCK DAM DETAIL LENGHT=10' STEEL OR WOOD POST EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT "01.100. jPI ii'I r II 00_ 10 FT MAX. SPACING WITH I I I WIRE SUPPORT FENCE PONDING HT. STEEL OR WIRE & FILTER FABRIC WOOD POST ATTACH SECURELY 36" HIGH MAX -NATO UPSTREAM SIDE OF POST. PONDING HT. RUNOFF RUNOFF I ' 4"x6" TRENCH WITH COMPACTED -III- BACKFILL STANDARD D ETAI L 9 MAX. (RECOMMENDED) STORAGE HT. ..... • �P , 12" MIN. -- I GRAVEL ALTERNATE D ETAI L TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 PHASE 1 SEQUENCE OF CONSTRUCTION 1. Install construction entrance. 2. Install silt fence along downstream perimeter of work area. 3. Install temporary diversion berms and stone outlet. Apply temporary seeding. 4. Strip, stockpile and stabilize topsoil in location shown on the Site Erosion and Sediment Control Plan. Apply temporary seeding. 5. Perform rough grading for roads and building pad. PHASE 2 SEQUENCE OF CONSTRUCTION 1. Complete exterior site improvements. 3. Stabilize work area with pavement or permanent seeding where necessary, 4. Install landscape plants. 5. Remove temporary controls after all work areas have been stabilized. FLOW SLOPE=0.00% CULVERT ID Q10 D Lc W d d50 FIRE LANE 1.Ocfs 12" 8' 10' 12 0.9, BIOFILTER 2.55cfs 15" 10' 12' 14" 0.9' VESCH SECTION 3.18 CULVERT OUTLET PROTECTION DETAIL NOT TO SCALE EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION (�E ENTRANCE 3.05 SILT FENCE SF -_X-X-q-X--X- 3.09 DIVERSION DIKE 3.18 OUTLET PROTECTION OP 3.30 TOPSOILING ro 3.31 TEMPORARY SEEDING Ts 3.32 PERMANENT SEEDING 3.35 MULCHING EROSION AND SEDIMENT CONTROL NARRATIVE: Project Description This project is located at 5933 Valley Pike and contains multiple detached buildings used for educational purposes. The owner proposes to demolish a small building and construct a multi -purpose structure along with associated site improvements. Proposed improvements are planned to begin during the spring of 2018. Existing Site Conditions The project site is located within a 4.98 acre parcel located in Frederick County, Virginia. Flood Plain The parcel contains no floodplain. Soils The USGS Soils map shows the predominant soil types on the site are 20B, Guernsey silt loam and 32B, Oaklet silt loam. These soils are generally moderately deep (31 "-63") to weathered limestone. The soils are generally well -drained and are identified with Hydrologic Soils Group "C". Adjacent Areas The adjacent properties north and east are residential. The adjacent property south is vacant. The property is bounded by Valley Pike (Rt. 1 1) to the west. Off -site Areas There will be no off -site disturbance except as allowed by temporary construction easements. Critical Areas No critical areas where are present on site. The disturbed area is approximately 1.54 acres. PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES 3.02 A 12'w by 70'1 temporary stone construction entrance will be constructed and shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of any topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.09 A Temporary diversion dike along with a stone outlet will be installed along the limits of construction as shown on the Site Erosion and Sediment Control Plan. The dike will be constructed with on -site materials and will be seeded with the temporary seeding mix immediately after installation. A rock outlet dam will be constructed at the low point of the diversion dike. The dikes shall be inspected after each rain and repairs made as needed to the dike, flow channel, or outlet. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. All temporary seeding areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/oc 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/oc 10-10-10 PHASE 2 EROSION AND SEDIMENT CONTROL MEASURES 3.05 Silt fence will be installed upstream from the biofilter to prevent sediment contamination. Silt fence will be installed around the downstream side of any topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.18 Outlet protection will be provided at the outlets of all permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 4". Topsoil shall not be placed while in a frozen or wet condition. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is Summer 2018 through fall 2018. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. No soil testing is required. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 120 Ib/ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/cc small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. The VESCP Authority must be notified one week prior to the preconstruction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. Work on the project (grading, excavation, construction) shall not commence until the appropriate erosion and sediment controls are in place as specified on the plan and as approved by the VESCP Authority. 3. The approved site plan must be kept on the work site and shown on request. 4. Prior to commencing land disturbing activities in areas other than indicated on these plan (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion and sediment control plan to the VESCP Authority for review and approval. 5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the VESCP Authority. 6. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. WI O ZI 0 Z 0 J Z LLJ o� w Q Z LAJ QO OZ w U) O ~ W U Q W Z_ Q > w W Q y) Z U)MCD0 7X 5 U U Q Y Y U U W W 0 U U W LJ J VLL_ U < o m 0_ o_ C) ■ .J 0 � N !` W N ro N cn N � •� W ¢ I cD CD W CD CD of �. d0-0 41 0 J Y > 0 U) cc Wry 0UJ a� U a� v- W � wo Q = 0-'6 H 0 rJLIJ z °� o Z 0 ~ W W r- Q cc a riI,TH Ir t HN C C. LEWIS Sa LC No. 021621 ;1�. �o��`ssi ��_% ONAL _ SURVEY: C. I .: P-L NA DRAWN BY: JOB NO.: P-L 1711010 SCALE: DATE: SHOWN 5/23/22 SHEET: 2/ w CONSTRUCTION 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. mu \ 1 S42'22 6-1A- ., 572.64 \\ \\ \ \ \\ \ e \ 50' B.R.L. I I I 8C _Dogwood I I I 36" Spruce I ' 8 ° " Dogwood e 18" Spruce \ \ T.B.R. \ \� \� rS 1 ! I t / 0 ' I rn ,, q 15" Sycamore \ g PROPOSED, GYMNASIUM OUTLINE SIF TRaple I� \ \ s\ I \ 15 MapleT. F1 \ \ ROCK DAM OUTLET ` .1 6" Tree � \ e AS OF 5/24/2� ;THE SHELL ' � 15" Maple � e 1 �\ TB Mae OF THE GYM BUILb G HAS \ " Gu "\.� \ TB.R. ° BEEN EREC 6" Tree TED, THE' CONSTRUC7ON AREA � S 42" Willow , \ \ ` \EN ROUGH GRADED, ° I I \ \ 18"Maple P RTION OF THE STORM \ 1 \ ; S WFR SYS7EM HAS BEEN 8" Hackberr 18" Sycamore , \ ` I INS7XLLED. \ I I 15\ \l "Cherry „c.� " Maple N 3" Cherr \ Box ood \ 12" H y , \ T.B.r LIMITS OF CONSTRUCTION Stru% ure Demolition: q ` �\ \ i o 12" Tree Remo ex. storage bldg. pond � \ 12" Hon TB.R. frame d i \ \ LIMITS OF CONST UCTION-f \\ e 15" Maple \ `0 3" Cedar 10" CherryPreserve yex. Conc. slab under \ `Shrub ° \" Hackberry T.B.R. Frame BuNding for propose 15 Maple ° \ ° 8'1Holly \ / \ porch to nasium building° q TPU 5" Maple \ ° 8 0 ood ' 10" Tree e Boxw d 1 6" Hackberry / : T.B.R. T.B.R. Boxwoods Storage Storage 15" Mo !e \ 9 \ 6" Hackberr TB.R. Bldg. a I \ y shrub ` T.B.R. \ ° \ Bldg. ` - " Hackberr l 1 y / Boxw o Frame Bld . T.B.R. \ 9 \ \ 6" Ha Shrub / `e Grovel '. TB.R.� Ex. Conc. Slab T.B.P. � 15" ale \ \ :< P \ / \ \ FF- 762 73' ,...• F 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT 811 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS, PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. PAVING AND CONCRETE: 1. THE FUTURE PARKING AREA SHALL RECEIVE THE PAVEMENT SECTION, AS DETAILED ON THE PLANS. ALL POINTS OF CONNECTION WITH EXISTING PAVEMENT SECTION SHALL BE SAW -CUT TO PROVIDE A SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS. 2, ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF VDOT. p 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 NEW UTILITY CONNECTIONS SHALL BE INSTALLED UNDERGROUND. 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 A FIELD SURVEY PERFORMED BY PAINTER-LEWIS, P.L.C. (540) 662-5792. A CONTOUR INTERVAL OF ONE (2') FOOT HAS BEEN ESTABLISHED FOR THIS PROJECT. 8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT. 9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE PAVEMENT, WHERE APPLICABLE. 10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE. 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. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS PROJECT, THE LIMITS OF CONSTRUCTION ARE DEFINED ON THE SITE PLAN. 3. 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. 4. 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. 5. 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. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL TIMES. EXCAVATION AND GRADING: 1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. 2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE. 3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S REPRESENTATIVE FOR FUTURE FINISH GRADING. 4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND APPROVED BY A CERTIFIED GEO-TECHNICAL 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 GEO-TECHNICAL ENGINEER. 5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES WITHOUT PERMISSION OF THE OWNER. 6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER. 7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED. 8. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPENED AT ONE TIME. b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. f. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. q �... TP Shrub END CONCTRUCTION LIMITS \ / END ; 40" Maple \� \ C 762- ` 6, Shrub I 1 d9 �--Stoop Ex G 6" Hackberr / W 6 Ste 6 FF- 66.61 e. I Gravel °'� y/ \ � I p Screened � �' i Ex. shrubs \ �S� \ 8" Maple ` CiE --- Ex Pole Ex G,W P Stara a 15" Maple \ ar► cn g Fuel Tank Block WaII Fuel Tank \ p l I'� I Area 12" Maple \ .................. ;:�::::<•;;:s::�.; I Gravel � 15" Maple ° `� . ...... j - '� o \ ° shrub _ " \ Ex. EOP U- ` , p "Maple I I FF=762 90' ° {' Z E . Wh e/sto s, \ 50 R.L. \ 1 Stor FF=762.97 Frame all \ © �\ Building I o ~ I \ a Ex \ \ Sweetgum Tree \ \ Q \ \ 6" Willow SF / I v Fence ' PHASE 1 EROSION 8c SEDIMENT CONTROL KEY 12" Maple cr / AC Unit <` e Ex EOP00 \ 'o ' \ 3.02 TEMPORARY STONE �• �\ �\ / Block Wall )I I ; z �` \ ................... , o L� n Conc. Stoop \ as j CONSTRUCTION CE ............................... ,/ Se tic Tank `. `O, \ 6" Wil ow r y Sep I - FF=768.20' I \ 1 Q \ ENTRANCE ° 8" Maple i-\ / I / Sumon AC Unit x. Drain I AC Unit N -- �I � 1 \ --- / .� Fuel To k \ U, ,60 1 "Willow I \ ok \Tree 6) ` I Septic Tank C. Stoop v, Ex. shrubs \ 6" Cedar i l- l j Block Wall FF=768.34 I I \ I" N / r 1 Story I I X. Light l ° \ ( ❑ \ Brick & Frame q', \ I Ex. EOP s6, / Building 5❑ \` ' i" ow 1 Story 72WillTP Brick &Frame Building \ Ex. EOG \ \ \ \ \ \ / � C I � � I� , \ \v.= I �c In756.36 Fence ��--__ __- �' 11 N .5 "0 CPP ICD \\ -I '\ \ o k Entrance I \ Foyer �15" Maple y LL \ / Gravel oo Conc. Sfo� \ ak Tree - - z - - - once 3.05 SILT FENCE $F X X X X 3.18 OUTLET PROTECTION OP 3.31 TEMPORARY SEEDING TS - 3.38 TREE PROTECTION TP 5-12" Tree s - Sh b Shr b `` FF=768.19 x. EleSGS =7 >6? 60' B.R.L.IE Shryb Shr�rb Shr�rb Shryb Shrub � � Shrkb Shr{{b Shryb Shryb Sh6u6 � � ' R336 Elev.=768.1�, 6 '\ R.L. 1 60' B.R.L. Ex. LoNn_._ 4" Pine cAp C x. CPT\ ' -.69 7 9oC 7 XFMR _ .___ _ ___ _ \ a \ 30 0 30 90 l �0 - r�� E Con .e/st ps i Ex. Fence\ 758 -- - --- ; Ex. Asphalt V - - - - - --. "�. n v = 759.21 � . Ex. Pole In v. = 759.33 760 762 _ - _ iEx. Rd. Sign II I �� SIGHT DISIHIVW 181 / 04 ,62-- / 762.59 >iamese ` .onnection -x. Conc. V� 0- Ex. speed bump WMV �Ex /FH Ex SIGN � Site Exit �•-' --�_� E._-X 1 /nv.= 762. 58 1_2"o _ -- North Bound Lane ® 12 \ I x' t 76256 762.54 762.60 76107 / �� CP } Ex. Asphalt o.o ' Ex. Asphalt % Ma /e Tree Maple Tree X. EO Maple Tree ESOP aple Tire i0I2i d33 ° WX. ghMa le Tree Maple Tree Maple P.�oI�" P x. Sign 770 UC�T / x. Si n� 1 N41'51 3 8 � 47 Ex. Poles Ex. SIGN E.,� Center Tam Line V AL Sweetgum Tree Scale in Feet r Ex. EOP -_`Ex. shrubs -,6 • a' . `` - ,�Ex Pole ... Ex 4 `� -- `' -Ex. TVCP f Plllar(T.B.Rj UGT " `� i _ _ . � �w Ex. GW 74-751'37E 149.86' F EOP_.._ _. - - � � �-- _ � _ _S.IGNT DISTA = Ex. _ "0 CMP - - nv.= 763.73 SIGHT DISTAm,-r- .,..._. Ex. PVMT. Stripe i Y-PI.KEL- -U.S. -ROU. Ex. PVMT. \ ® South Bound Lane Ex.EOP80' R F POSTEID A5REED UfflT-55 MPH Ex. PVMT. Stri e Stripe / a� E7r-WL - - Ex. Shoulder ;77 Y_ 1 /nv.= 760.02 \ W Ex. Entrance EnLnce \ W c -- - In v. 759.99m �c Ex. Pole W ei Ex. Pole ill lnv.= 765.56 F� LOW FUTURE RIGHT TURN LANE , Ex. CL North Bound Lane Ex PVMT. . South Bound Lane Ex. PVMT. Stripe Ex EO)T- -Fx. W L2 W � N Q O w J H U w O rK a_ Z Ld LLd L d O O Z U)Z F-z(LZ� ZZZQCL O O O Z U F- - X C�:DJi)�- zNoWO U) LLJUj za � w Q e-- 2 Uj - U Q W N Z Z Q (!) U J > Q w Z1=w� Q(n�Z tnQ0 fy_5�U U Q Y Y } M LW 0 V W U L L- m ■ J O � N Lij O rn rn 0 U ■� N IO r LiC14 O ¢ N U W Z C)000 1 0 J w'��° Ld U W V U Uv- ' 0 W < W 0 0 _. 0 U Z U U Z U ~ W I� Q 00 (L Nv CD U) Z J Lj �w (A ZZ O w U K j UHN C. LEWIS a 0c No. 021621 kl�IONAL _ zl SURVEY: C.I.: P-L 2, DRAWN BY: P-L JOB NO.: 1711010 SCALE: DATE: SHOWN 7/24/18 SHEET: 3/8 \ S42'22 6W- 572.64' -- \ \ \ REINFORCED EARTH PARKING: SEE DETAIL ON SHEET 5. LINES L \ \ ` �,,,� ^� •..w ,...,. w^ �"• ""� °'"'� SHOWN ARE FOR INFORMATIONAL \ \ \ 172 Oo' PURPOSES ONLY. SPACE ARE 9 X20 @ 60'. t 00 PROPOSED 20' WI E 1 \ 3 '-12"� ADS H E FIFE SERVICE LAN 4 SM TM WALL PIT IN§TALL GENERALL 36" Spruce f >� IN IN 759,30 , ® A5� SHOWN WITH TA t INV OU=759.00 &/CHIP PER DETAIIL 1 PROPOSED DRAINAGE {1 9N SHEET 5. IQ4 t EASEMENT ! ` PR: EOG' / CTS OP /.. /.. _. 155.54' �t 1 \ 45'-15"0 ADS PE LS 60.OFG Ps + , t 00 1 SMOOTH WAL PIPE ® LAWN , /. ` t 1\ 0.67% 5 .6 H 762. 1 4 1 f FIG 6 IN IN=755.50 i �, � � 1 INV OUT=752.20\ \ \ �? 7(2.7 @ ENTRANCE y 1, \ -- �" •.fit/' \ I �e� S XTEND, WALK AS ETAILr m 5'R 753.8 t YMNASiUM 1 CLASROQMS o \ FFE: 762.73 42" Willow ° ' \ 9. 0' P o \ } I \ \ 18" Maple \ Ij FUTU ASPHALT PARKING A EA 18" sycamore ° 20.00 24; t 20.0 c o WITH C NCRETE WHEELSTOPS T \ AI,SL o EACH SPACE, 4' CONCRETE 8" Hackberr , o ` "Cherry 9. Q' P... ® r SIDEWALK�ND LANDSCAPING \ \ 15" Maple i1n 3" CherryI 4 \ \ 762. LIMITS OF CONSTRUCTION 8"x6" t2" N ° \ EDUCER ° 1-6" V & BOX FIG 4' CONCRETE SIDEWALK 12" Holl \ LIMITS OF OIVST UCTION J' , (1}L 6 6" FIRE SERVICE LINE \ \ \ `0 3" Cedar i15" Maple Shrub " Hackberr IUM MIT �■li■�� '; WAIEN1 I _ .111 SIG III b APPROXI f • f MEMMWIO � 30" WAT NEI ®®I� 0 _ - 0 11 COORDINATE WATERLINE INSTALLATION WIT CITY OF WINCHESTER PUBLIC UTILITIES. ■ . I i• - ' • w u • . t / 1 1 y \ \ �7 VMT�O � 48"x60" P ESSURE TREATED � � ° 15" Maple 1 ` {20�IC k.. Lo 00 WOOD (OR1 EQUAL) STOOP WITH 1 6" Hackberry s, 7 8.1 cP 1' \ 1 / 5'� �. 7 R X 12 T STEPS TO GRADE Story e 8 0 od. 6" Hackberry 758.90 & RAILIN AS REQ'D 120.00' 15" Maple \ Bldg. \ ` t 1 sn b ,R OR D \ ° S42'14'22"W 149.64' o \ " Hackberr39.75' T0.25 --- �10 fl0' \ 6, 1 _ _ y / 1 LT. + 762. EN RANCE 1 LT. 762.E �` 0 1 6" Hackberry Shrub 1 S Ve 8 9 - x. Conc, Slab FG 15" pre \ \ GRAVEL FIRE LANE TO / ) FF=762.73 762.a Shrub \ ` 4 EX. GRAVEL ACCESS U./ g PR. PORCH ON SLAB LAWN W ° END CONCTRUCTION LIMITS \ F am e \ / 1 4 x "x6" RED R C. - `762 jld9` Stoop Ex. G ` 40" Maple j6 t \ 6"D FIRE �ERVICE LINE g � _ � Shrub � `[_; � P 6" Hockberry / TO R. FIFE HYDRANT 2 1-6" GV & 8 W Step C � °� " FF= 66.61' Gravel t 4 OLLA DS IN 20 D� 1-FIRE HYD. ASS `� L EX. shrubs Mapl / torage ! \ 15 Maple ,_� -� Ex. Pole WIDE SEM T. 12 7.5 ASPHALT LIMIT Area Fuel Tank Block W4lI Fuel Tank 12" Maple 8 x8 x6 C �Ty - - -" � Gravel � � 15' MapleC-) `�Ex.lLO rnShrub �-- Ex. EOP \ Iry ° \ N� 1-6 G OX I Z 1 Story FF=762.9750 R.L. pMaplel IFF=762.90' 1 E. Wh elsto s \ \ \ 1-FIRE / �o' Frame \ cn� t Building \ Ex. Fence rn \ Sweetgu Tree Ex. EOP 00 Maple c�+� o r } I a AC Unit _J '`� \ r ,} w o I lock Wo 1 q '" \ \� \ 6" cr- OP - ow 12 00 N / 5epp Pump nk �� 1 n1 I Con FF=768. p - 8" Maple c-\ r Stat o ' AC Unrt ,-Ex. Drain ) 1 / _ AC UnitLJ • to' wwow ! / / uel Ta k� \ ..�� - -� P Oak T ~� Septic Tank onc. Stoop \ Block Wall FF=768.34' 6" Ced°r/ EXTEND WATER AND i I Story x. Li ht \ l ° SANITARY SEWER SERVICES Brick & Frame l I Ex E P 1 St' t \ TO NEW BUILDING FROM B..IIg 72" Willow Brick &Frame / � Story - \ EXISTING FACILITIES. Building COORDINATE WITH MEP li= Ex. Inv.- 756.36 o PLAN. Fence \ 4 .5"0 CPP 5' Entrance 15 MapleFoyer \ l BEN Gravel oo Conc. Sto� - ° \ k Tree 1 1 0 FF=762.9T- P \ FF=768.19 Ex. USGS BY 5 12" Tree 4g 27 Sh b hr b Sn b Sh b Sh, hf b Sh r�b 4" Pine 60 B.R.L. \ Shrub Shr�rb S1+r}+b Shrub Shrub � df �+ � � � - 0' B.R.L. t R.L. x. CPI\EX Lvn_ �`e r 0 "� E Con . ee1st ps - -� Ex. Fen \ / rss.s9 �.as 7ss.se 762.5¢ 762.W �eaor f 3" Pine \ / Ex. Asphalt 7 Ex. Asphalt t \ 3 S t Tree _ _ co Q 7 Ex., �D,P�.Ex. shrubs 30 O 30 90 l 1 2.5 ` Siamese 1\ Ex. Asphalt / f7- CX- E� \ END Connection - i Ma le free Maple Tree EO t Maple Tree / � � x. Conc. v�o V�' Maple Tree EX �OP � �-- � � � / \ 1HO�N d 3N Scale in Feed ��'` o ��" _ - __ O Ex. speed bump Ex. Ll Ex. WMV x. Light Maple Tree Y. Sin I ^ Maple Tree Maple Tree X. J -� -' - EX. 7ir O UGT OHE / Ex. Fold" 9 770 QT. X. Sin - Ex. Pole +Ex JFH -Ex. SIGN; / N41'S1 38 E, 84.17 x. aes 16. _.. w ......._ �- Inv. = 759.33 Xfa b Ex. SIGN `\ J.. -- - Site Exit E / trance - 7SU - - - - - _ _ . - dEx. Rd. Sign x� !n v. = 762.68 - E 12"¢1 r - x. Pr ar - ` ___ - _ __ - . RIGHT r 2_ A2 �-- __ - - FUTURE RIGHT TURN LANE -- - r - -In - OW --- -- Ex. EOP - - C'-" _-Ex_ 1 -EXm Inv. = 765.56 F�� - - - v.-- - - - U x. i/M . ripe n= 763.73 Ex. PLMT. Stripe - - - ""��- - - - - North Bound Lane North Bound Lane Center Turn Larre..__._. I1"1LL/l Pl -U.S. ..V � IV• RDV l lJ ll.. . - - _._._... Center -..Turn -.-Lane.. 0 - _ 10- South Bound Lane go R/)F P4STEI� SP�E1� LIILIIT 515 KPH Ex. PYMT. 5tri e South Bound Lane x61� R R€4A 5V W�-ANB- --� - - - (REAL. 8t D€R - x. --W'07r WE- -_ - Ex. Shoulder � � fi�EX.�" TATr"A�1b�,4L ro WITH 8" WL. REM UE RED CER. COORDINA E �` e LANDSCAPE INSTALLATION: In 759.99 \ INSTALLATION WITH tITY Or WINCHESTER. 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the Inv.= 760.02 ...__. T w w w _. wEx. Entrance Ent once W event that utilities or any other structure conflicts with the layout shown on the plan. PARCEL 8 -A-62 LANDSCAPE C LCULATIONS 4.6 acres: w -.. k w 1. Total Impervious Area Coverage (including buildings, asphalt, concrete, and gravel) 8 Biofilter Landscaping: 4 Red Ma les 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that PLANT LIST Existing= 0.05 acres or 1.15% of total parcel area P discrepancies exist. Supply unit prices to the Owner at time of bidding. Proposed= Greenspace Proposed= 0.07 acres or 1.40% 4.58 (98.6%) of total parcel area Property Owner Landscape Requirement: 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant acres Owners of properties shall maintain required landscaping in good condition and shall make reasonable provisions to protect species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the PARCEL 85-A-67 LANDSCAPE CALCULATIONS 0.683 landscaped areas form damage caused by vehicles, pedestrians, shopping carts, etc. Dead or dying vegetation shall be replaced normal requirements for the variety according to the American Association of Nurserymen. acres: per direction of the Administrator. Replacement shrubs shall be of a size consistent with that which would could normally be 1. Total Impervious Area Coverage (including buildings, asphalt, concrete, and gravel) expected based upon the specific species and the length of time elapsed since initial installation of said required landscaping 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root Existing= 0.19 acres or 27.8% of total parcel area elements Replacement trees shall be 1/2" coliper larger for each ear since initial installation of said re uired trees exce t that FREDERICK WATER NOTES: 1. FREDERICK WATER CURRENTLY ACCEPTS SANITARY SEWER FLOW FROM THIS SITE. THE CITY OF WINCHESTER PROVIDES THE WATER SERVICE. 2. IF THE EXISTING CITY OF WINCHESTER WATER METER REQUIRES UPSIZING, FREDERICK WATER SHALL BE CONTACTED TO ASSESS IF THE EXISTING FORCED SEWER LATERAL REQUIRES UPGRADING. A SANITARY SEWER AVAILABILITY FEE UP CHARGE MAY ALSO BE REQUIRED. :L:��►��II:Zi��L�P►E!�y�f�r�I�I��Ii�Irrl��:��]>�:��17 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE CIE ............................... 3.05 SILT FENCE $ X�X--_-X X 3.07 INLET PROTECTION �P O 3.30 TOPSOILING Tp 3.32 PERMANENT SEEDING pg 3.35 MULCHING KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS 2" Cal. !C 20 Ilex cornuto 'Burfordii' Burford Holly 3' Ht. 4' o.c. LS 6 Liquidambar styraciflua American Sweetgum 2' Cal• see plans Pro osed= 0.19 acres or 27.8% of total parcel area y q P P P no owner shall be required to replace any tree with another tree larger than five (5) inches in caliper. systems. ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING Greenspace Proposed= 0.49 acres (72.2%) 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on All planting shall conform with Section 165-203.01 B of the Frederick County Zoning Ordinance. Any plant any plant will result in rejection of that plant. substitutions must be approved in writing by the Frederick County Planning Department. PARCEL 85-A-66 LANDSCAPE CALCULATIONS 4,98 acres: 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All 1. Total Impervious Area Coverage (including buildings, asphalt, concrete, and gravel) mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch Existing= 1.23 acres or 24.7% of total parcel area uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as Proposed= 1.87 acres or 37.6% of total parcel area not to impede surface drainage. Greenspace Proposed= 3.11 acres (62.4%) 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 2. Parking Lot Landscaping: (1) tree per 2000sf of Off -Street Parking Area Future Off -Street Parking Area: 6,405 sf 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous Trees Required: 6,405/2000= 3.2 => 4 trees trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire Trees Proposed: 4 Sweetgum guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 3. Interior Parking Lot Landscaping: (1) tree per 10 parking spaces and 5% greenspace. 9. Use shredded hardwood bark mulch in all planting beds. Future Off --Street Parking Area 20 spaces Trees Required: 20/10= 2=> 2 trees 10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants. Trees Proposed: 2 Sweetgum Parking Impervious Area: 6,405 sf 11. Plant substitutions are permitted with consent from the Landscape Architect. Interior Greenspace Required: 6,405x.05= 320 sf Interior Greenspace Provided: 360 sf (at ends of rows) 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of 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. 5. Headlight Screen to block glare from shining onto adjacent properties: Provided 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period 6. Buffers Required: None (same zoning district) of one year from time of installation. 7. Screenin Required: None 14. All existing plant materials shall remain unless otherwise noted on the Demolition Plan. J W w Q 0 lL L Z Z Z :5Z 0 4i'd LL Z Z Z Z W VI LW Z W wwo0- Z N U J � W p � Q Q Z �C F- L} Q W (�} Z Q25 °-a ww ZF-W� Q(n�Z ()gQ0 Y 5 (.5 U Q Y Y U � W W U W LI J U LIB. W M O ■ J O � N aL,j O ~ N W r7 p /fir► V♦ QD U L Ld N 0 o ...� W J Ld Q) W tJ W a� U •_ � p O W<WLCO ZW U Z E � a00 r CL 0 0 Z � J W � W Cf)Z Z 0 DLd ,ox" : H Op, Pell JO IN CI YFALS r �;SZ ONA] 1`1" tx SURVEY: C.I.: P-L 2, DRAWN BY: JOB NO,: P-L 1711010 SCALE: DATE: SHOWN 5/23/22 SHEET: 4/8 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES * WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE EXCAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND BACKFILLED WITH BEDDING MATERIAL FREE OF ROOTS, DEBRIS k STONES * WHERE SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDDING MATERIAL * 13ACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAXIMUM DRY DENSITY REPLACE SURFACE IN KIND STANDARD STANDARD BEDDING DETAIL DATE: 10/2017 DETAIL NO. OUTSIDE TRAFFIC AREAS (PVC OR DIP) WS - 1 SCALE: NONE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES I mo' I ' I 6" MINIMUM FORM BOARD (TYP,) GRADE \ I TRENCH I I _ 6" MINIMUM _iMACHINE EXCAVATION LIMIT 70� TRENCH BOTTOM GATEVALVE & BOXES UNDISTURBED EARTH --/ STONE BEDDING TYPICAL SECTION TEE, WYE, OR PLUG IN LIEU DF WOOD FORMING THE FITTING MAY BE WRAPPED WITH ■DENOTES HAND EXCAVATION POLYETHYLENE, AND THE CONCRETE POURED TO COMPLETELY SURROUNDS 'D' - 12" MIN. FOR 10' AND SMALLER PIPE THE FITTINGS AND AGAINST UNDISTURBED SOIL, THE BEARING DIMENSIONS 'D' = 18" MIN. FOR 12" THRU 20" PIPE AGAINST UNDISTURBED SOIL SHALL REMAIN AS SHOWN. SEE CHART BELOW FOR A,B,C DIMENSIONS. CONCRETE DIMENSI❑NS FOR HORIZONTAL THRUST BLOCKS 06' MINIMUM PIPE DIA, PLUGS, WYES & TEES Il 1/4' AND 22 1/2' BENDS 45* AND 90* BENDS -- A I B C A B C A I B C 6" 1-0" 0'-9" V-O" 0'-9" 0'-9" 0'-9" V-3" 0'-9" 1'-9" 8„ V-3" 0,_9„ 1'-3" 0,-9" 0,_9„ 0,_911 V-6" 0,_9„ 2,_3„ 10" 1'-6" 0'-9" 1'-6" 1-0" 0'-9" V-3" 1' 9" 0'-9" 2'-6" 12" 1' 9" 1'-0" 2'-6" 1'-3" 1,_0„ 1'-6" 2'-0" 1'-0" 3'-0" 14" 2,_O„ 1-0" 3'-0" 1'-3" 11_01, 1'_6" 2, 6„ 1._01, 4'_0" 16" 21_3" 11_011 3' 6" 1. 6" 1,-0„ 2,_0„ 2,_9„ 1' U" 4'-6" 18" 2'-6,, 1 v-3" 3-9, 1 1'-6" 1 V-3" 2'-0" 3'-0" 1 V-3" 4'-9" 20" 1 2'-9" 1 V-6" 4'-0" 1 1-9" 1 V-6" 2'-0" 1 3' 3" 1'-6" 5'-0" 11 1/4 THRU 90* BENDS GALV,nRODS OVER FITTINGS AND EMBEDDED IN CONCRETE THRUST BLOCKS FITTING SIZE ROD SIZE NO, RODS EMBEDMENT 3. 12" & LESS 6 2 30" CONCRETE i : -�f s', 14"-20" f 8 2 36" FITTING VERTICAL BENDS VOLUME OF THRUST BLOCK IN CU,YD, SIZE 11-1/4' 22-1/2' 45' 90* STONE BEDDING 6" - - - 1.3 8" - - 1,1 2,3 THRUST BLOCKS FOR VERTICAL 10" - - 1.8 3.7 UP BENDS SHALL BE THE SAME 12" AS FOR H❑RIZONTAL BENDS, - 1.2 2.8 s,s 14" 0.5 1.7 3.9 7.6 16" 0.9 2.3 5.1 - * WATER LINE SHALL ALSO BE SECURED W/JOINT RESTRAINTS 18" 1.4 3,2 6.3 - PER CITY OF WINCHESTER STD. DETAIL WD-9 20" 2,2 4,5 7,8 - STANDARD CONCRETE THRUST BLOCKING DATE: 10/2017 DETAIL NO. SCALE: NONE WD-10 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 12" 12" 2" MIN. 6" MAX. #f P t)r V of 4? 41 24" MIN. 0 HIGH DENSITY----- a CONIC. BASE ° 7 CU. FT. MIN. #57 STONE 00°0°0°0°0°0°0°0°0°0 1 °t 0 0 0 0 0 0 0 0 0 °t O°O°O°O°O°O°O°O°is 0 000 0 0 0 0. 0 00°00°00000000000 I 03 °t t 4" °. d.. , ° -_ - --4�-- G II - t) 4.I J- m °0°0°0°o°o°c °. ° e 14" ce Z .' 0000000000aooc °0000000000o°o0c °p°°°°p°°°°p°p0000 Cr U°°Q°DOQ 000.0O0O�o0O0e °°°°° o 0 0 0° c A o 0 cs 0 0 0 0 0 0 0 0 0 0 00000000 0 0 0 0 o a 0 0 0 .1000000 • 0 0 0 00 0 0 0 0 000 0 0 0 c 0 0 0 0 0 0 00 0 0 0 0 o°o°o°o°o°o°o°o°o°o°o°o°0c 0°0°0°0°0°0°0°0°0°0°0°0°0°00 BOND BREAKER ONE LAYER #15 FELT 18" STANDARD FIRE HYDRANT SHALL BE TRAFFIC MODEL RESTRAINTS SHALL BE BY MEGA -LUG FLANGES 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY o � _Ld Ld U W z UJ Cn O WINCHESTER APPROVED FIRE HYDRANT PAINTED YELLOW 18" SQ - 4" THICK CONCRETE PAD REQUIRED IN UNPAVED AREAS -� 414t44 1 4aV444c tr4cVf 6" z_ I g M SCREW TYPE I ADJUSTABLE VALVE BOX GATE VALVE 0 0. CONCRETE o THRUST BLOCK ° I °o RFSTRAINFn HYDRANT TEE JOINTS DETAIL N0. FIRE HYDRANT INSTALLATION SCALE: NONE WD- 7 VAN ACCESSIBLE SIGN-} 12" x 18" STD. END OF STALL - 1 "0 DOWELL HOLE 1 "0 DOWELL HOLE ® RESERVED RESERVED STRIPE OR CURBING PARKING PARKING qqq WHITE PAVEMENT MARKING, -STD. U-CHANNEL L� (� 4' WIDTH, LENGTH AS POST VAN g SHOWN ON PLANS. ACCESSIBLE a-IR WHITE SYMBOL PER ADA 54" w ON SOLID BLUE BACKGROUND 6' - 0 " PENALTY i1100-300 PENALTY ilnb 300 a- TOw-AWAY ZONE TOW -AWAY ZONE WHITE PAVEMENT MARKING, FRONT VIEW 4" WIDTH, 2' CC; 45' ANGLE 1 /22 ACCESSIBLE SIGN PROP. 6' CAR STOP »_I ---PROP. GROUND SIGN L8, 8, NOTE: Ex. PAVEMENT CONTINUOUS a 2" » 30„ HANDICAP SIGN DETAIL ALL CONSTRUCTION SHALL CONFORM TO ADA STRUCTURE #4 REBAR * NOT TO SCALE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX END VIEW TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL 5/8"Ox18" STEEL DOWELL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PRE -CAST WHEEL STOP DETAIL PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. NOT TO SCALE (FOR FUTURE PARKING AREA) T&C PARKING LOT STRIPING DETAIL I (OR AS SHOWN ON PLANS) 4" CRUSHED STONE -� (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE PROVIDE 2.00% MAXIMUM CROSS SLOPE FOR DRAINAGE. 8" 21-A NOT TO SCALE COMPACTED SUBGRADE PRIME COAT AND DOUBLE SEAL COAT TREATME25 NT: PRIME: FINAINITL SEAL: �L SEAL: 88 AGGREGATE AGGREGATE78 @ �20 LBS/SYY WITH CRS 22 ® 0. 00 GAL/ YY Y TAR & CHIP PAVEMENT DETAIL NOT TO SCALE 2" SM-2A - 8" OF 21-B STONE COMPACTED SUBGRADE - PARKING AREA PAVEMENT DETAIL NOT TO SCALE (FOR FUTURE PARKING AREA) FILL ANY DEPRESSION WITH A 70:30 BLEND OF SAND AND TOPSOIL. INSTALL GRASSPROTECTA EXTRUDED POLYETHYLENE HEAVY MESH ROLL DIRECTLY ON EXISTING SURFACE. SECURE GRASSPROTECTA WITH U-PINS FLUSH WITH SURFACE. EXISTING SOIL, ROLLED AND COMPACTED- GrassProtectatm Typical Construction Profile Scale : N.T.S. Install turf reinforcement per manufacturer specifications. The detail above shows the GrassProtecta system by TYPAR Geosynthetics. See Site Plan for limits of reinforcement surface. PR. GRADE: DOWNSTREAM TOP OF BERM IS AT A MINIMUM ELEVATION OF 758.70 DATE: 10/2017 21 "0 PLASTIC RISER WITH STANDARD LIGHT DUTY GRATE TOP=757.00 4" INV. IN=753.00 15" INV. OUT=752.50 100 YR. W.S.E.=756.81' L-45'-15"O ADS OUTLET PIPE L 4"0 ADS STUB RUN TO DAYLIGHT ® INVERT IN=753.00 INVERT OUT=752.50 DETENTION FACILITY OUTLET DETAIL NOT TO SCALE L I /"lie/ VIA L1,91 7 i/ II Mfal7 a Numbe09 Notes FEATURES & SPECIFICATIONS INTENDED USE - hr building- and wall -mounted applications. Type CONSTRUCTION - Hugged, die-cast, single -piece aluminum housing. Die-cast doorframe has impact- resisUrn, tempered glass lens. Doorframe is ftdlysealed with dosed -cell silicone gasket Fmish: Standard finish is textured dark bronze (DORT) polyester powder finch, with other architectural colors available. OPWall-Mounted LRminRlre W-Hydroformed reflector fen supedorunNmmityandmntrd.Venkal lament o*ntation forlmproved lamp outputand life. ELECTRICAL- Compact fluorescent ubllttsanelectronic high -frequency ballast. W-dismnnectPlugs TWF1 easily disconnect reflector from ballast and fixture from supply wires. Socket is four -pin positive latching thermos tic. INSTALLATION - Urroversal mounting plate with Integral mounting bolts supports the fixture for easy, one -person installation. USTOIGS - CM certified to U.S. and Canadian standards. Doom orientation only. NOM Certified (see Op- FLUORESCENT: 26DTT-70TAT tions). IP65 rated. 2/42 wattages and below are listed to 30°C ambient, 57W and 7OW are listed to 25°C ambient Emerge" options (all wattages) are listed to2S'C ambient. 41 WARRANTY-1-yearltmited warranty. Complete wanantyierms located at SpedfWaf7ons wwwacx�brrndz(o stomerAesau11tatmmsandto t n. x Width: 16 NOTE: Actual performance may differ as a result ofend-userenvimnment and application. Specifications subject to change wlthout notice. Ne4ht:101 /16 (25.6) iL Depth: 9-5/8 (24.4) *Weight: 24lbs (10.9 kg) Alidimemionsareadres(cEnnmeten) l f�_ - W D wins otherwise indicated. "Weight as cordyured 1. example bebw, NGHrT" FRaaVOLY Cavwnl Nw, tEE(Y,wb a6mnfileM`Wab b,{gM Pcamc^iMuHm Lead Imes wilIvary d_e essill anaptionsselected.Consultwithyoursalesmimserstative. iK>111NfIe:TWF1 32TRTMV{N.TLPI TWF1 Series Wattage Voltage Ballast Mounting 'Options TWFI 26DTT 120 (blank) ElectronicrF (blank) Surfacemount Shipped installed in fixture 2R60iT 277 Shipped setlaratek GMF Internal slow -blow fusing (o/a with MVOLT) 26TAT 347 her CW20 ballast' b 88W Surface mounted EC Emergenrydreult" 1/2611ft MVOLT DS Dual bad WA ELDW Emergency "is 32M switching' ELOWC Emergency bat" pack (VF min. operating temperature)z0.10i713 21iiTm 2/1 Twoone4amp EWWRPS Fdxturewiredread forP5140DorPSDUremstebatt! dc(ba T 3TW ttery pack lootincluded; 32°Fmin. 42TRT Nga%, opentingtemperrture�' xwn 2142M SMT 7KRT Optials(coMia ed) MAW' timer DC12 Emergency circuit 12-volt (35W lamp included)"' ShUirgif separatelvs (blank) Dark bronze, textured Super urable Finishes LPI Lamp included 2DC12 Emergency circu(t12-vdtltwo35Wlamp included) a•" W6 Wireguard DSA Sandstone, textured DDIDID Dark bmnze VLP Lesslamp DC2012 Emergency circuit T2-voN120Wlamp inchdedpa VG Vandal paid DNAT Natural aluminum, textured DBLXD Black ZDC2012 Emergency circuit 12-volt (in 2OWlamp included)'N DWH6 Whitetextuted ONAXD Natural aluminum PE Photodecfrkcell-button type" DBLB Black, textured OWIXD White CSA (SA certified CRT Non-stick pratettive coating WBTXD Textured dark bronze NOAd NOM certified (Nadi only) DBILM D Textured Mack ONATXD Textured natural alummum DWNGXD Textured white flares 1, QinlanalmuM-whektnanlchaLHstopahkaFoperatirgaAyRm 6. MvnspedfyfilusLwMn admedasan acrztsay, 12. Not,gB,hkw"NIVOT. vd0gel�ga l2Ot•27N. 7. Abai�mdiow�kwaugelaropindoded. 13. Not aaaablewas 57TRiw7011111 2. Not rwNablewnh57141 as70M. CW20mdHMsanot be a. cm1bewdendwfthm*vemewgooml. 14. Net/astswlodneeurungidatelnduded. sad-dioget.. 9, Nwa/Lihwbh2/33Tflf,2/42TU.S7IRTw7M 15. NmaretlaNewNh274ZTRL 57mTwT4mRT. 3, Arageblt wMi2126DR 21AM V32I(TandV42TATadr. Not It ELAN and EMwNhsomPi lleiisuesidonotsad* No* 16. hatmil W"116MF. awlubkwfth&DM1Uhv5,2n.PE. famlbw wde0ltwwtars[rteownMhuawngs per2012Nt adlding 11. See wwg,I.nr d,tgm7166;¢i�Sg6xaddMortticdw optiwa. /. AwlhblewNh2NK2/26TRT,2/37TATaM V42Tat",IW CW00063aod IONA 1& Mxt eespecmed 35ximpwxh LN, ava11.& with It Its, ELOWSwOS. it. For r-4impnnrguralom, a ls.n< I," ores" lne Wy 5. MaybewwdisaoaaeM..Pre6swdhTWFl. badupmodt. OUTDOOR TYdF1-CF TWF1 Compact Fluorescent, Wall Mounted I5OILLUMINANCE PLOT (Footcandle), -z co 1. 0= z a.ssS s0 00, 2 a� 39 U 4� m s 5 0 1 2 a 4 5 6 26W triple -tube lamps. Footcande values based on 12' mounting height, 1800 rated Lumens. Lurnmaire Efficiency: 57.5% TWF12132TRT TESTNO:LTL18188 ISOILLUMINANCE PLOT (Footeandle) -a -' 5 m z oz .z Oso5 0 zC 39 LL O 5 0 / 2 3 4 5 6 32W tripla-tube lamp". Footcandle values based on 12' mounting height, 2400 rated lumens. Luminairo EfrwAency: 66.0% man t PhotanehicdaUtwotherdhMhWmscan6eaccastdatwwwmtharda corn. 2 Tested inserters IFS VANEMAstandandsorivitr stabilized l4botah" condition, Vadoss operating factors avicinne differences between lartirstory dirta and astualfield Dimensionsand siseciWittmess, this sheet hine on the mostcurrait avalatlt data and ate sddect to chary¢ without verse. 3 Fos dectriulmaracteristks,co" outdnortedrmcaldata specification sheets con wy,gpshggp4,egtn. 4 Adud peformancemaydYhrasaresuft ofend-usereWhotaamand�pmiptlon. �,� Lrriyaniar.4 actacfrriania�� - AI1�H#C4Jll'►Y&a71dSCDta'>f9a71y OUTDOOR: One Litbdnta Way Cony m, GA 31x112 Phone: 830-271-8041 vvetwllUYm fa:uom TWF1-CF 2005-2D16 Acuity Brands Lightimij, Inc. All tights reserved. Rev. 11/18/16 0.375" x 6"0 CONC.-FILLED STEEL PIPE PAINT RED FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE PLACE AT FIRE HYDRANTS 4" CRUSHED STONE (3000 PSI) 6" CONIC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE O 6 Q Q vJ U It� � � N a W p N (� E 0 in% ( N � N ° L.n . � Q I I 3 N N N L Co W Q z C 0 C° 1 o 0 0 LIJ Q) IaJ W UIY N U �4 W <w o E 0 W U � zF-L°L E ZW � Q r 00 a �C/) z JW W CD O 1z �Z T Op U l� f a C. LEWIS ic. No. 021621 OA �SSIONAL SURVEY: P-L NA DRAWN BY: JOB NO.: P-L 1711010 SCALE: DATE: SHOWN 7/24/18 SHEET: 5/7 42" 7 � 1 e e 50' B.R.L. \ � I i i I 36" Spruce ' 0000. /10\0\00 2 S 0-) 15" Sycamore DAPRE°%1 (� U �,,,_„ .�• -� DISTURBED AREA ONLY) \ -Tc FLOW P1�T1 \ ° e \ � 1 6" Tree � \ \ � ( \ �- -..., `� � \ � 15" Maple 18" Maple 18" Sycamore " Cherry 3" Cherry 15" Maple \ I LIMITS OF CONSTRUCTION t 12" Ho Cedar LIMITS OF CONSTRUCTION--" i \ ° , i 12" Holl Hackberry / \� , ` 15" Maple I Shrub ° ° \ \ 6" Hackberry Uo 5" Maple \ \ ° 6" Hackberry 8 \ ood 1 Shrub \ 15" Maple \ \ � Storage '• \\ ° " Hackberry \ Bldg. \ .. r e� 0 6" Hackberry Shrub f \ a6+\ ! \ \ Shrub 'F\ 1 \ 6" Hackberry i ,4 -762__ Fk/d r7e ENC Ind, Shrub I g.-StoOP8" Maple i Screened FF=66.61 ' Gravel Ex. G Storage \ 12" Maple \ "r " Area Fuel Tank Block Wall Fuel Tank \ 15" Maple 1 I` / , Ex. Pole Grovel \ �X O \ ° 2" Maple \ I I ® I v \ ° 15" Maple ° Ex. EO % \ / I IFF=762.90' 1 Story FF= 762 97 �' Shrub - - 4 30 0 30 \ }t Building " Wl , -� I g 6illow \\ / �� Ex. �1 p L_ _ rEx. EOP Scale in Feet \ �. \ � / lFence ock Wall a AC Unit I r^� \ \ 6" ow Se tic Tank oD \` 8" Maple \ I 71 / FPump N. I n f Conc. Stoop-- Station AC Unit Ex. Drain FF-768.20 SCALE: 1 "=30' 1 _Fuel TarokAC Unit (2S 3S 5S DAPRE1 DAP ST1 Ln6P DETENTION 7L POST Q Bobcat Reach on Link PRE DEV-Legacy Type II 24-hr 1 YR Rainfall=2.40" Prepared by Painter -Lewis, P.L.C. Printed 5/16/2018 HydroCADO 10.00-15 s/n 08684 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment 2S: DAPRE1 Runoff = 1.02 cfs @ 12.10 hrs, Volume= 0.067 af, Depth> 0.52" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type If 24-hr 1 YR Rainfall=2.40" Area (ac) CN Adi Description 1.44074 >75% Grass cover, Good, HSG C 0.10098 Unconnected roofs HSG C 1.540 76 75 Weighted Average, UI Adjusted 1.440 93.51 % Pervious Area 0.100 6.49% Impervious Area 0.100 100,00% Unconnected Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 13.8 100 0.0250 0.12 Sheet Flow, SEGMENT AB Grass: Dense n= 0.240 P2= 2.86" 2.2 216 0.0560 1.66 Shallow Concentrated Flow, SEGMENT BC 16.0 316 Total Short Grass Pasture Kv= 7.0 fps PRE DEV-Legacy Type II 24-hr 1 YR Rainfall=2.40" Prepared by Painter -Lewis, P.L.C. Printed 5/16/2018 HydroCAD® 10.00-15 s/n 08684 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment 3S: DAPOST1 Runoff = 0.88 cfs @ 12.15 hrs, Volume= 0.064 af, Depth> 0.69" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 1 YR Rainfall=2.40" _Area (ac) CN Description * 1.110 79 FROM VRRM 1.110 100.00% Pervious Area Tc Length Slope Velocity Capacity Description min) (feet) (ft/ft) (ft/sec) (cfs) 18.5 100 0.0120 0.09 Sheet Flow, SEGMENT AB Grass: Dense n= 0.240 P2= 2,86" 1.5 154 0.0130 1.71 Shallow Concentrated Flow, SEGMENT BC Grassed Waterway Kv= 15.0 fps 0.1 30 0.0100 5.90 4.63 Pipe Channel, SEGMENT CD 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.010 PVC, smooth interior 0.4 55 0.0470 2.05 2.05 Channel Flow, SEGMENT DE Area= 1.0 sf Perim= 12.0' r= 0.08' n= 0.030 Short grass 20.5 339 Total PRE DEV-Legacy Type II 24-hr 1 YR Rainfall=2.40" Prepared by Painter -Lewis, P.L.C. Printed 5/16/2018 HydroCAD® 10.00-15 s/n 08684 © 2015 HydroCAD Software Solutions LLC Summary for Subcatchment 5S: DAPOST2 Runoff = 0.64 cfs @ 12.13 hrs, Volume= 0.045 af, Depth> 1.26" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Type II 24-hr 1 YR Rainfall=2.40" Area (ac) CN Description 0A30 89 Gravel roads, HSG C 0.430 100.00% Pervious Area Tc Length Slope Velocity Capacity Description _min) (feet) (ft/ft) (ft/sec) (cfs) 18.5 100 0.0120 0.09 Sheet Flow, SEGMENT AB Grass: Dense n= 0.240 P2= 2.86" 1.5 154 0.0130 1.71 Shallow Concentrated Flow, SEGMENT BC Grassed Waterway Kv= 15.0 fps 0.1 30 0.0100 5.90 4.63 Pipe Channel, SEGMENT CD 12.0" Round Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.010 PVC, smooth interior 0.4 55 0.0470 2.05 2.05 Channel Flow, SEGMENT DE Area= 1.0 sf Perim= 12.0' r= 0.08' 20.5 339 Total n= 0.030 Short grass PRE DEV-Legacy Type II 24-hr 1 YR Rainfall=2.40" Prepared by Painter -Lewis, P.L.C. Printed 6/3/2022 HydroCAD®10.00-25 s/n 08684 © 2019 HydroCAD Software Solutions LLC Summary for Pond 6P: DETENTION Inflow Area = 1.110 ac, 0.00% Impervious, Inflow Depth > 0.69" for 1 YR event Inflow = 0.88 cfs @ 12.15 hrs, Volume= 0.064 of Outflow = 0.03 cfs @ 19.45 hrs, Volume= 0.008 af, Atten= 97%, Lag= 438.1 min Primary = 0.03 cfs @ 19.45 hrs, Volume= 0.008 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 753.22' @ 19.45 hrs Surf.Area= 2,010 sf Storage= 2,445 cf Plug -Flow detention time= 365.5 min calculated for 0.008 of (12% of inflow) Center -of -Mass det. time= 262.0 min ( 1,081.8 - 819.8 ) Volume Invert Avail.Storage Storage Description #1 752.00 13,313 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Voids Inc -Store Cum.Store (feet) (sq-ft) (%) (cubic -feet) (cubic -feet) 752.00 2,010 0.0 0 0 753.40 2,010100.0 2,814 2,814 754.00 2,010100.0 1,206 4,020 755.00 2,010100.0 2,010 6,030 756.00 2,010100.0 2,010 8,040 756.70 2,010100.0 1,407 9,447 757.00 2,010100.0 603 10,050 758.00 2,010 100.0 2,010 12,060 758.50 3,000100.0 1,253 13,313 Device Routing Invert Outlet Devices #1 Primary 752,50 15.0' Round Culvert L= 45.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 752.50' / 752.20' S= 0.0067 '/' Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.23 sf #2 Device 1 753.00' 4.0" Round Culvert L= 1.0' CPP, end -section conforming to fill, Ke= 0.500 Inlet / Outlet Invert= 753.00' / 753.00' S= 0.0000 '/' Cc= 0.900 n= 0.100, Flow Area= 0.09 sf #3 Device 1 757.00' 0.5" x 16.0" Horiz. Orifice/Grate X 15 rows C= 0.600 Limited to weir flow at low heads #4 Primary 758.40' 100.0' long (Profile 2) Broad -Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 2.90 3.26 3.44 Primary OutFlow Max=0.03 cfs @ 19.45 hrs HW=753.22' (Free Discharge) -1 =Culvert (Passes 0.03 cfs of 1.88 cfs potential flow) L2=Culvert (Barrel Controls 0.03 cfs @ 0.60 fps) 3=Orifice/Grate ( Controls 0.00 cfs) =Broad -Crested Rectangular Weir ( Controls 0.00 cfs) PRE DEV-Legacy Type If 24-hr 100 YR Rainfall=6.55" Prepared by Painter -Lewis, P.L.C. Printed 6/3/2022 HydroCAD® 10.00-25 s/n 08684 © 2019 HydroCAD Software Solutions LLC Summary for Pond 6P: DETENTION Inflow Area = 1.110 ac, 0.00% Impervious, Inflow Depth > 3.87" for 100 YR event Inflow = 5.03 cfs @ 12.13 hrs, Volume= 0.358 of Outflow = 0.42 cfs @ 13.22 hrs, Volume= 0.236 af, Atten= 92%, Lag= 65.3 min Primary = 0.42 cfs @ 13.22 hrs, Volume= 0.236 of Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Peak Elev= 756.81, @ 13.22 hrs Surf.Area= 2,010 sf Storage= 9,665 cf Plug -Flow detention time= 229.0 min calculated for 0.236 of (66% of inflow) Center -of -Mass det. time= 161.2 min ( 944.8 - 783.5 ) Volume Invert Avail.Storage Storage Description #1 752.00 13,313 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation SUrf.Area Voids Inc.Store Cum.Store (feet) (sq-ft) (%) (cubic -feet) (cubic feet) 752.00 2,010 0.0 0 0 753.40 2,010100.0 2,814 2,814 754.00 2,010100.0 1,206 4,020 755.00 2,010100.0 2,010 6,030 756.00 2,010100.0 2,010 8,040 756.70 2,010100.0 1,407 9,447 757.00 2,010100.0 603 10,050 758.00 2,010100.0 2,010 12,060 758.50 3,000100.0 1,253 13,313 Device Routing Invert Outlet Devices #1 Primary 752.50 15.0' Round Culvert L= 45.0' CPP, square edge headwall, Ke= 0.500 Inlet / Outlet Invert= 752.50' / 752.20' S= 0.0067 T Cc= 0.900 n= 0.010 PVC, smooth interior, Flow Area= 1.23 sf #2 Device 1 753.00' 4.0" Round Culvert L= 1.0' CPP, end -section conforming to fill, Ke= 0.500 Inlet / Outlet Invert= 753.00' / 753.00' S= 0.0000 '/, Cc= 0.900 n= 0.100, Flow Area= 0.09 sf #3 Device 1 757.00' 0.5" x 16.0" Horiz. Orifice/Grate X 15 rows C= 0.600 Limited to weir flow at low heads #4 Primary 758.40' 100.0' long (Profile 2) Broad -Crested Rectangular Weir Head (feet) 0.49 0.98 1.48 Coef. (English) 2.90 3.26 3.44 Primary OutFlow Max=0.42 cfs @ 13.22 hrs HW=756.81' (Free Discharge) -1 =Culvert (Passes 0.42 cfs of 11.34 cfs potential flow) =Culvert (Barrel Controls 0.42 cfs @ 4.84 fps) �2 3=Orifice/Grate ( Controls 0.00 cfs) =Broad -Crested Rectangular Weir ( Controls 0.00 cfs) PRE DEV-Legacy Type II 24-hr 1 YR Rainfall=2.40" Prepared by Painter -Lewis, P.L.C. Printed 6/3/2022 HydroCAD® 10.00-25 s/n 08684 © 2019 HydroCAD Software Solutions LLC Summary for Link 7L: POST Q Inflow Area = 1.540 ac, 0.00% Impervious, Inflow Depth > 0.41" for 1 YR event Inflow = 0.64 cfs @ 12.13 hrs, Volume= 0.053 of Primary = 0.64 cfs @ 12.13 hrs, Volume= 0.053 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs WATER QUANTITY NARRATIVE IN ORDER TO MEET CURRENT WATER QUANTITY REQUIREMENTS FOR THE PROPOSED SITE PLAN, THE ENERGY BALANCE EQUATION (9VAC25-870-66) WILL BE SATISFIED. VALUES USED IN THE ENERGY BALANCE EQUATION INCLUDE THE PEAK RUNOFF AND VOLUME DEPTH FOR THE ONE YEAR, 24-HOUR STORM. THE SITE CONTAINS 1.54 ACRES OF DISTURBANCE (EXCLUDING THE LINEAR WORK AREA FOR THE WATER LINE EXTENSION), SHOWN IN THE EXHIBITS. THE HATCHING INDICATES IMPERVIOUS AREAS. THE PRE AND POST DEVELOPMENT WATERSHEDS ARE THE SAME. THE POST DEVELOPMENT PEAK RUNOFF RATE IS DETERMINED BY COMBINING FLOW FROM TWO DRAINAGE AREAS(new Link-7L). DAPOST1 -3S CONTRIBUTES RUNOFF FROM 1.11 ACRES TO THE BIORETENTION FILTER. DAPOST2-5S CONTAINS 0.43 ACRES OF UNDETAINED/UNTREATED RUNOFF. DRAINAGE AREA DATA: DA Tc 1 YR PEAK 1 YEAR RUNOFF DEPTH PRE DEVELOPMENT(DAPRE1-2S) 1.54 AC 16 MIN. 1.02 CSF 0.52 INCHES POST DEVELOPMENT(new Link-7L) 1.54 AC 20.5 MIN. 0.64 CFS 0.52 INCHES THESE VALUES WILL BE USED IN THE ENERGY BALANCE EQUATION SHOWN ON THIS SHEET. Water Quantity (DAPOSTI) 0.64*** CFS 1.03 I.F.* 0.80 Qpredev 1 year***(DAPREI) 1.02 CFS Vr predev 1 year***(DAPREI) . 2 inches Vr postdev 1 year***(DAIPOST) 0.41 inches (Qpost x Rvpost) <= I.F. x (Qpre x Rvore) *I.F.=0.8 for sites>1 acre and 0.9 for sites 1 acre or less *** From SCS calc sheets (DO NOT EXCEED THIS VALUE TO SATISFY THE EQUATION) 0 QE In W Z g Z D Or LJJ Zit 0 w ( J n I-- U Li.l _/) Z Qga� QCLQ' LU ZF-UJ� Q (n N Z MQ0 _D U UW Y a Y U U M LL1 0 U U W J UIx LL. W m O D' D_ ■ C) ■ O ■ N 1-0 � o C6,(n N N � .3 W Q 0 I N cocfl O N U Z Q Z O � W 0_5o0 ry 0 1 ...1 Y > W LO " Lr) .. a 1 W U U C) ~ W v- o W � <C = -C 0 Fn o U U Z ID c a E ZW Li zco zCL J � ELI W Z U 0 Z C7 Ow �XTH OF E IS a �fc. No. 021621 ti ��sSIONAL SURVEY: C.I.: P-L 2, DRAWN BY: JOB NO.: P-L 1711010 SCALE: DATE: SHOWN 7/24/18 SHEET: 6/8 MIN. 1.5" OVERLAY ASPHALT CONCRETE SURFACE COURSE TYPE(SM) April 2015 Page bH-17 April 2015 Page 6H-53 General Notes n FIGURE 1 �r m - z _a 04 Z t �o Z s W BENCH "y; :.s'• `' ROAD REPAIR DETAIL VDOT SUBSEQUENT SPECIAL PROVISIONS ASPHALT CONCRETE BASE COURSE TYPE(BM) TYPE I SIZE 21 A OR B AGG. COMPACTED TO 100% MAX. DENSITY AT OPTIMUM MOISTURE CONTENT NO. 68 OR 78 STONE MIN. TRENCH WIDTH TO SUPPORT TRENCH BOX 1 • All patches are to be replaced in accordance with the following regulations and as shown on Figure 1. 2. The permittee will be required to replace the surface and base of the roads included under this permit in accordance with the Roads and Bridge Specifications and this Special Provision. 3. Backfill material shall include a minimum of six (6") inches bedding material and four (4) inches over pipe (#68 or #78 stone). The entire backfil shall be free from wood, decaying material, asphalt, concrete, ice, frost, large clods, stones and debris. 4. Backfill material shall be compacted to a minimum of 95% of the theoretical maximum density at optimum moisture content, as determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6") inch layers to insure that adequate support is provided for the subbase layer (Type I, Size 21A or 21 B). 5. It shall be the option of the Town Inspector to request and review the backfill compaction test results and/or authorize an inspector to monitor the compaction. 6. The cut to be backfilled shall be made as dry as practicable at the time of backfilling by pumping, bailing, draining, or other approved dewatering methods. 7. All cuts sides shall be trimmed to neat straight lines and a tack coat shall be applied at a rate of 0.05 - 0.15 gallon per square yard of RC-250 pr CAE-2 before placing the plant mix, 8. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possible with a unit having a manufacturer's rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tamp will be used. In all cuts stone is to be placed in the trench daily up to a maximum length of 500 feet, at which time the pavement shall be covered with a temporary or permanent asphalt patch. 9. Contractor will be responsible for any depression grater than 1 /2" that occurs within three years of completion of patching. Correction shall consist of milling and replacing 1.5" of surface course mix (SM). Vlginia Department of Transportation Staunton D"I Rev. January 19. 2013 VDOT General Notes V1. All work on this project shall conform to the current editions of and last revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shad govern. V2. AN owmtruction shall comply with the latest U.S. Department of labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety Jta Health (VOSH) Rules and Regulations. V3. When working will* VDOT right-of-way, all treific control, whether permanent or temporary, shalt be in accordance with the current edition at VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution of work within the VDOT right of way. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private 1 public utility companies. It is the sole responsibility of the developer to locate and identify utility fact ities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be Me responsibility of the developer. VS. If required by the local VDOT Land Development Office, a pre -construction conference shad be arranged and hold by the engineer and(or developer with the attendance of the contractor (a), various County agencies, utility Companies and VDOT prior to Initiation of wok V7. The contractor shad notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V8. The contractor shed notify the Traffic Operations Center at Qfi48) 332-9500 for any traffic control plan that impacts a VDOT maintained interstate or Primary roadway to provide notification of the Installation and removal of the work zone. V9- The oontractor shad be responsible for maintaining a CVDOT permitted tomporary construction entrance(s) in smmrdanc a with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties afrected by this project shall be maintained through construction. V10. Contractor shad ensure adequate drainage Is achieved and maintained on the aft during and at the end of construction. V11- All water and sewer lines within existing or proposed VDOT rightof-way shall have a minimum thirlysbc (36) inches cover and when possible shall be installed under roadway drainage facilifies at oonflid points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shad be Immediately brought to the attention of the engineer and VDOT. Work shall oases In that vicinity until an adequate design can be determined by the engineer and approved by VDOT. VI 3. AN fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to Insure the sample obtained Is representative of the location. When soli samples are submitted to private laboratories for testing, the samples shall be dearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed In accordance with all applicable VDOT standards and procedures. V14. AN roadway fill, bass, subgrade material, and baddll in utility/storm sewer trenches shall be compacted in sa (6) Inch tiffs to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2°% of optimum moisture for the cult width of arty dedicated street right-of-way. At the direction of VDQT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports athbil be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD under drains shall be Installed whore Indicated on these plans and/or as specified by VDOT. V16. A post Installation vlsuaUvideo camera Inspection shall be conducted by the Contractor on ad pipes Identified on the plans as storm sewer pipe and a select number of pipe culverts. For pipe outverts, a minimum of one pipe Installation for each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized- AN pipe Installations on the plans not Identifl®d as storm sewer pipe shad be considared as culvert pipe for Inspection purposes. Additional testing may be required as directed by the Area land Use Engineer or their representative. V17. The Installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and Is the responsibility of the developer. V18. Prior to VDOT acceptance of any streets, all required street signaled and/or pavement markings shag be installed by the developer or, at VDOTs discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V19. The developer shall provide the VDOT Land Development Oldce with a list of all material sources prior to the start of construction. Copies of all Invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT land Development Office prior to acceptance of the work Unit and total prices may be obscured. V20. Aggregate base and Sybass materials abed be placed on upgrade by means of a mechanical spreader. Density will be determined using the density control strip In accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM•10. A candied compaction technician shall perform these tests. Cerflfied copies of tag reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking atone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V21. Asphalt concrete pavements shall be placed In accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be deterNned using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perfor n these teats. Certified copies of test reports shad be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and beefing of the control strip. V22. In accordance with Section 302.03, the foundations for pipe culverts thlr"tx (36) Inches and larger shall be explored below the bottom of the excavation to determine the type and condition W the foundation. The contractor shall repot findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shad comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design andror need for foundation stabilization shad be determined by the engineer and approved by VDOT. V23. VDOT Standard Guardrail shad be Installed where warranted and/or as proposed on these plans In accordance with VDOT's Installation criteria. Final approval of the guardrail Layout to be given by VDOT after grading is mostly complete. V24. Approval of these ptarre shad expire tree (3) years from the data of the approval laser. V25. VDOT Standard CG-12 Curb Ramps shad be Installed where Indicated on these plans and/or as spedled by VDOT. V28. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shad submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock Is encountered and cast -in -place, box Is proposed, the thidmess of bedding shad be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabiltretion shad be determined by the anglresr and approved by VDOT. Shoulder Operation with. Minor Encroachment (Figure TTC-51;1) Ste. NOTE 8. SFF. NOTE 7 C Dlw SEE NOTE 2 Page 6H-16. Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.1) Standard G 2 (V) W21-5bF April 201.3 Guidance: Sign spacing should be 130W--1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'--300' where the posted speed limit is 45 mph or less. 3. When work takes up Bart of a lane on a high volume roadway,- vehicular trajlic volumes, vehicle mix, speed a capacity should be analyzed to determine whether the affected lane should be chased. Unless the lane encroachment analysis permits a remaining lane width of 10 feet, the lame should be closed -if the closure operationis on a Limited Access highway, the minimum lane width is 11 feet. Oration: 4. Ik BM WOR. AHEAD W2 1 sign on an t ' 'ro w may be o iq ere drivers gmg3ing from that rogdma-y will en-countgr m other advAggk wiumilig sigg prior to thi:s.activitv area. Standard: 5. A shadow Vehicle with either an arrow board operating in the caution mode, or at least one high- intensity'amber rotating, flashing, 0 oscillating light shall be parked 80' -120' in advalnce of the first work: crew. 6 Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, .ftashing,. , oscillating lights: Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, 691 oscillating lights. 7. Taper length (L) slid channelizing device spacing.sball be at the following: Speed Limit Lane Width (thief (mob) 9 10 11 12 5' 95 10 ' #;i5 12 30 135 150 165 1so 5fl 460 160 660 600 60 540 W600, 660 720 780 70 630 700 770 840 Minimum talperia�j�thsforli`t 11i �,shatll be:1 Shoulder Tslper = '/� L Minimum Location ^ Tr8velw4y 8pttang 4Q' ` $Or s ' o r r Spacing may, be increased to this distance, but shall not exceed one access per Y4 mile: On roadways with paved shoulders having s width of 8 feet or more, channelizing devices shell be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown in Tables 6H-3 on Page .'61.15 for the posted speed limit,. 9, .A truck -mounted attenuator (TMA) shall be used on Limited ,Access highways and multi -lane roadways with posted speed limit'equal to or greater than 45 mph. 10. When a :side -rand intersects thie highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1 w-4f11201"5 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) Nt UVIS aB!D0r9q:J + 009 1: Revision I - 4/1/2015 G20-2 (v) 5DO 50' - 100, SEE NOTE. 4 W0 i20 SHADOW VEHICLE REQUIRED SEE NOTE 4 5W -101Y -'FLAGGER STATION SEE NOTE 2 Page 6H-52 April 2015 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) Guidance: 1. Sign spacing distance should be 350'--500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flogger symbol sign to the flagger. Option: 3. Where Right-of-Wav or geometric conditions urevent the use of 48" x 48" signs. 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be x 7. A shadow vehicle with at least one high intensity amber rotating,"' oscillating light shall be parked 80'-120' in advance of the first work crew. Option: 8. A supplemental flagger May by a required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. "the eue a tra lc reaches the BE PREPARED TO STOP (W3-4) sign then the sign should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure 7TC-56 far additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). tion: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger positioned to be visible to road users approaching from both directions, may used (see Chapter 6E). ., 1 W Posted S end x 36 - 55 mph_ PTRS Spacing (Center to Ceftter ". Sleet,: 8 Feet 1: Revision 1- 4/1/2015 This project is classified as a Traffic Management Category I project. Work during the project will include (1) the closure of the southbound shoulder to allow exposure of the existing 30" waterline, and (2) the closure of the southbound lane and center turn lane to permit the installation of a new 8" waterline, and (3) the closure of the northbound lane, centerline, and shoulder to permit the installation of a new 8" waterline. Temporary Traffic Controls for the closure of the lanes will generally conform to TTC 23.1 with the difference being the closure of two lanes rather than the one lane depicted in TTC 23.1. Rumble strips will not be used unless directed by VDOT. Z 2. The project is located on Route 11, Valley Pike Road in Frederick County south of Stephens City. Route 11 is a major collector road with <5% trucks, a traffic volume of 5,000 vehicles per day, and a posted speed limit of 55 mph at the site. The existing road consists of one southbound lane, one northbound lane, and a center turn lane. 3. The work consists of replacing a waterline across Route 11 to provided fire service for the school. 4. The work zone will be approximately 3,000 feet in length on Route 11 and will be staged to allow traffic flow. 5. The work zone will consist of a temporary closure of the southbound shoulder, then closures of the center turn lone and the southbound lane, then closure of the center turn land and the northbound lane and northbound shoulder in accordance with the requirements of the Virginia Work Area Protection Manual (VWAPM) and the Manual of Uniform Traffic Control Devices (MUTCD). Southbound traffic will be directed to the northbound lane using flaggers. Northbound traffic will be directed to the southbound lane by flaggers. Accommodations for left and right turns through the work area will be accomplished by providing breaks in the channelizing devices. 6. VDOT Lane Closure Work -Hours Shoulder Closure: Monday to Thursday Friday Friday to Saturday 9:30 AM to 3:00 PM 9:30 AM to 2:00 PM 10:00 PM to 9:00 AM 10:00 PM to 5:00 AM Saturday to Sunday Sunday to Monday 10:00 PM to 8:00 AM 10:00 PM to 5:00 AM Lane Closure: Monday to Thursday Friday Friday to Saturday 10:00 PM to 5.00 AM Not allowed until 11:00 PM 11:00 PM to 5:00 AM Saturday to Sunday Sunday to Mon 11:00 PM to 6:00 AM 11:00 PM to 5:00 AM The work hours may be extended to insure that excavations are made safe at the end of the work day. 7. The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the work zone. -I f- 8. The lane closure will generally follow a modified version of the Temporary Traffic Control Plan shown on these plans. The lanes will be reopened each day. W20-1, W20-4, W3-4, W20-7, and G20-2 signs will be covered. Channelizing devices will be rearranged as required to restore movement into the southbound lane and center turn lone. 9. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times. Appropriate barriers will be installed along the edge of the lane as required (see plans)- 9. All equipment and material storage shall be located outside of the clear zone. The clear zone for this project is 20' beyond the edge of the existing pavement, between the existing curb and the right of way lane. 10. Public Communications Plan a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT will provide project information to the District Public Affairs in advance of the start of construction and weekly updates by noon on Thursday for the following week's work. Changes in the work plans shall be made immediately known to VDOT. b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule. SEQUENCE OF CONSTRUCTION 1. TTC-4.1 Closure of the Shoulder with Minor Encroachment -locate and expose the 30" water main and 8" top: 2. TTC-23.1 Closure of the center lane and the southbound lane with flaggers: -sawcut and remove pavement along existing waterline -remove trenchi material -remove existing waterline -install new waterline -repair pavement 3. TTC-23.1 Closure of the center lane and the northbound lone with flaggers: -sawcut and remove pavement along existing waterline -remove trench material -remove existing waterline -install new waterline -repair pavement -install new pavement markings U_ Li O H Z L_ H O ® W �U Z Z W H Z Q U_ Q a ¢ > ZF-W �Fn17)z W=oo )< C=je[YY ZW- U U P W W U U W W J U� M s U a .I.J e N t- W 0 CO N toE Vill V) N r� W o ! I N N 3 eD Z 00 c w W tY v U W c W< w _ E n- 'Initialsvi o , , o 6 Z a) aLJJ o ZU C) ~ Li W to a 00 �N F✓ W J W = Z z� Ow OF 4 �,e4 U I � c. No. .0 021621 WA: ssIONAL SURVEY: P-L NA DRAWN BY: JOB NO.: P-L 1711010 SCALE: DATE: SHOWN 7/24/18 SHEET: 8