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HomeMy WebLinkAbout41-03 Winchester Manufacturing Facility - Manufacturing - Stonewall - Backfile (2)Y ❑ \ mi� mnmmimu .......... Y ~ a _+. r �.+Yyt�. ' :.'f�"i�'i��"GAy�Y t Y .F•'�'+ �5 U•�j�.'►�� �.?• n # . . 1 i J 4 ! 7 y CV � .���. ,. 1 � I 1 � c� 1 �1516 0 0 0 I 1 1 1 1 0 (D 0 0 4'• :s I PROPOSED MANUFACTURING FACILITY I 2569400 SF I 1 00 I I Y' S . 'i t 'r. f• '.C:. •1. R' •IA •w I i; i , 1 r. ' L 7 •1 yy. •'1 .T r' . f •a •t •t• 4 v. A I # 100' ZONING BUFFER CATEGORY j "C" WITH FULL SCREENING # # # (REFER TO SHEET C-6 FOR C� LOCATION OF EARTHEN BERM) 25'ACTNEBUFFER _----------------� 3 __---__-- _ —---------- — — — — 76INACTM_pQEFER —_—,_-----------� OO *000*0000000000000 0 0I • • • • • • o�0000s • . .. • Soo°°�°° ° .. • os000s0000oosoosoos0osoos I --- 0O00 1 • OOO�OOOOii000�0000io000O0000i0000�i000 O 00 • O0°090000000�00� O -� 1 °°0pO0i0000ii 00���00�0000i0000i0000�0000000i000 __ _ -- ----- ------ -- ' OO���i0�4t00000000000 _ — 0° 00000000000900•• _ — r0000 s *FORSYTHIA ARE PLACED IN CONJUNCTION WITH THE EXISTING TREES AND SHRUBS ALONG THE ADJACENT PROPERTIES AND ADDRESSED DURING A MEETING ON 3-25-05 WITH ERIC LAWRENCE (COUNTY), CANDICE PERKINS (COUNTY), LOU BOYER (BOYER LANDSCAPING), AND CHRIS JENKINS (TUCON CONSTRUCTION). O A 5 GENERAL LANDSCAPING NOTES: 1. Owner of property shall maintain required L landscaping in good condition. TRIAD ENGINEERING, INC. 2. Specified plant species may be subject to sub— stitution with the requirement that newly selected species provide the some visual effect and meet with the approval of Frederick County Planning. a n a °' N 9 '° 8 N o 0 3. Perimeter landscaping calculations: r � � Required — 1 tree per 2,000 sq. ft. of impervious area for first 100,000 sq. ft. of entire site —1 tree per 5,000 sq. ft. of impervious area over 100,000 sq. ft. —Total impervious area= 541,000 sq. ft. —Total required= 139 Provided: € —139 shade trees 4. Interior landscaping calculations: QUANTITY PLANT NAME (LA TIN) PLANT NAME (COMMON) JS-r SPA CING RI'MARKS 53 TiLia cordatm Lzttletea,f Linden 2-3" cal. per plan, (20 typ.,) B 8e B 71 Plcata?%%zs cxceri otica London PtclLnetree 2-3" cal. p er p Lecri, 20, typ. B & B 49 I' rus ealle Ct?%Ca Aristocrat Pec rs 2-3" cat. per plan (20' typ.) B & B 198 Ilex X meserVe Blue Holly 15"-18" per pla.7% B & B * 78 For thin x intermedict 'Lynwood Gold' Fors thioc 4' tall pe-r plctn B & B 152 Piraus Stro bus White Pine 4-5' tall per p tan B etc B Double —shredded hardwood mulch 4 "'-6 " dee ***mulch each tree individual) ***all areas that are not mulched shall be seeded or sodded with seasonal turf —time -grass Required —Minimum of 5% of interior portions of parking lots —Total parking area= 110,000 sq. ft. y c� —(0.05)(110,000)= 5,500 sq. ft. required —No less than 1 tree for each 10 parking spaces 0 0 o U —339 spaces/10= 34 required trees N Co M o O `� Provided: '� 0 —7,200 sq. ft. of landscaped area (6.5%) U (n —34 shade trees O O 0 C z W C W p � U PROPOSED LITTLELEAF LINDEN � —PROPOSED BLUE HOLLY —PROPOSED FORSYTHIA 0— PROPOSED WHITE PINE —PROPOSED LONDON PLANETREE PROPOSED ARISTOCRAT PEARS 30 0 80 100 150 • L a z_ >a z uf (V N J Q' z_ "a c(0 * W Z J Q u Woz u 0 a Z Cl) z W0L; UFw � > Z' 0 z 0/- �/ Q r �Iv W V a� Uzi o o 0 ;' m n u_ ccn �W�W N2�o Zz� =zo' W3'c' Ofm� az F U Q W U) 2 Q U z_ TH Op fl fl� -P UDENNIE D. DUNLAP ma No. 035809 ��CNAL E F— J Y U � Q Q Q U J > �Vz D Q 0 O L� Z U QY U LLI — �-:]ch W Q% p 0 LLJ U w (n li LLJ U LL_ Z Drawing Number: Z Q CL W a_ Q U V) 0 Z Q J C-7 SCALE: 1 '•-50• — — — — i \\�\ '0' ///�_ —�,__--- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- � / it ` Y r ' ,' / Olt It 0000 \\ LU I ` 1 T+, _INN,. 1 1 I I 1 000000 0 1 0 PROPOSED MANUFACTURING FACILITY 256,400 SF z (D i r I •I 1 a 1i 1 1 + r _ J. dj t- S !F i - f. I K - t ,C. I Lr t S 1 •J J f. ,r Yy Sti •.1, t i I 1 I 100' ZONING BUFFER CATEGORY j "C" WITH FULL SCREENING I (REFER TO SHEET C-6 FOR E=LlLOCATION OF EARTHEN BERM) ; _ 'ACTIVE BUFFER _---------------� —'---------------------"--- -- _— — 75'INACTIVEBUFFER _------_'�'_ 90004�0 O.O• - _ — — O O• • • O • 00�0 00• �------------------- 0000.0000.0000.0000•p0�0000.OD000O .p�000.00. 00.0009000.00 i000.0000.000.0000•�000• �0 00000.0000• _ - — • • OO••O.00•••OO.O.O �• •••OO•••O�. 0OOeO0OO•O •0 e'�000.000••O.00•••O••000.0 _ _ —__ r I 0000 O- 1 � I �k FORSYTHIA ARE PLACED IN CONJUNCTION WITH THE EXISTING TREES AND SHRUBS ALONG THE ADJACENT PROPERTIES AND ADDRESSED DURING A MEETING ON 3-25-05 WITH ERIC LAWRENCE (COUNTY), CANDICE PERKINS (COUNTY), LOU BOYER (BOYER LANDSCAPING), AND CHRIS JENKINS (TUCON CONSTRUCTION). O 5 GENERAL LANDSCAPING NOTES: 1. Owner of property shall maintain required landscaping in good condition. 2. Specified plant species may be subject to sub— stitution with the requirement that newly selected species provide the some visual effect and meet with the approval of Frederick County Planning. 3. Perimeter landscaping calculations: Required: —1 tree per 2,000 sq. ft. of impervious area for first 100,000 sq. ft. of entire site —1 tree per 5,000 sq. ft. of impervious area over 100,000 sq. ft. —Total impervious area= 541,000 sq. ft. —Total required= 139 Provided• —139 shade trees 4. Interior landscaping calculations: QUA1VTITY PLANT NAME (LA TIN) PLANT NAME (COMMON) SIZE SPAC1.1VG REMARKS 53 Tzlicx cordaGtc, LittlelecL 2-3" cal. per plcx-m (20 typ.) B & B 71 PlcatcarLus ct;ceri oliar' London Plcx?%etree 2-3" cal, er plcr,7t 20' typ. B & B 49 P rus catle acrzef, Aristocrat Pecos 2-3" cat. per pta.7% (20' typ.) B & B 198 Ilex X meserve Blue 1101ly 15"— IS per plcvm B &_ B * 78 For thief x i?%termediee 'L ?%wood Gold' Forsythia. 4' tall per pIctm B & B if 52 Pira;us S'tro bus White Pine 4-5' tall p er p tan B & B Double —shredded hardwood mulch 4 "-6" dee ***mulch each tree individually ***all areas that are not mulched shall be seeded or sodded with seasonal turf —type grass ML R1 TRIAD ENGINEERING, INC www.triodeno.com U 8 I a € $ U e .2.8 0 r d n m m —Minimum of 5% of interior portions of parking lots —Total parking area= 110,000 sq. ft. i n c� 3 —(0.05)(110,000)= 5,500 sq. ft. required 0 M 0 —No less than 1 tree for each 10 parking spaces o 0 U M —339 spaces/10= 34 required trees N N C O o O �' om r i �•= o —7,200 sq. ft. of landscaped area (6.5%) 6 ° i; U 0 Ul —34 shade trees z o •N � ° O a�i p � U x — PROPOSED LITTLELEAF LINDEN ® — PROPOSED BLUE HOLLY — PROPOSED FORSYTHIA • — PROPOSED WHITE PINE — PROPOSED LONDON PLANETREE — PROPOSED ARISTOCRAT PEARS so O 50 100 1so SCALE: 1 "-50' • 04 04 N N co # ►>`"10 a E z u LD J�Z c Jo; � 0 Q O J :QW® LI '0�r'r 11L, Q W Q LL ►c-l=0 a a z >Z w� J (Y J � Q w ; z wQ J Q_ Z O z �Za_ m (�v U) L U) Z W; � W Qcr)w = Z W WM� W J F_ Q w� = Cl) U z ►� G S •� Y op G 4P UDENNIE D. DUNLAP ma No. 035809 r0 � � � �67CNAL E J Y U Of Q 0J> z Q �()Z Q0O LI_ Z D QNe, rY U w— J if W cr_ O 0 W U W I-_ W V) Li wOf U O L.L Z Drawing Number: C-7 1.'. •n'7—n,%—r U .......... 9 .._.- 1 f `' y f to #J�� -1 � , '_J � �� R Rt a � r � ' ` '� '�. �..._._,_ Y 'iT, ... . PROJECT LOCATION FREDERICK COUNTY 0 d&a V I R G I N I A 30-y1luff�l:� SITE PLAN WIN CH ISTER FAC F -1 - '-"' __V_[AN ING FACILITY FoRT �OLlJ1ER INDjJSTRIA]L PARK STONEWALL MAGISTERIAL DISTRICT FREDERtCK COUNTY, VtRGINIA TRIAD PROJECT NUMBER 07-03-0433 INDEX CIF SHEETS DESCRIPTION SHEET NO. COVERSHEET..........................................................................0 —1 NOTES& LEGEND ........................ . .............................. ..........C-2 EXISTING SITE CONDITIONS .................................................. C - 3 SITEPLAN.............................................................................. C-4 UTILITYPLAN ........ ....................................... . ......................... C - 5 GRADING and E&SC PLAN....................................................C-6 LANDSCAPE PLAN.................................................................. C-7 SIGNAGE AND PAVEMENT STRIPING PLAN .......................... C — 3 12" WATERLINE PLAN & PROFILE ........................................ C — 9 83 5 WATERLINE PLAN & PROFILE .............................. . ...........0 —10 10" WATERLINE PLAN & PROFILE ... ...................................0 —11 STORK SEWER PROFILES ....... ............................................... C —1 2 SIGHT DISTANCE PLAN & PR,OFILE ..................... . ................0 —13 SIGHT DISTANCE PLAN & PROFILE ...................................... C —14 FCSA & MISC . DRAINAGE DETAILS ....................................... C —15 CONSTRUCTION NOTES & DETAILS.......................................C-16 E&SC NOTES AND DETAILS...................................................C-17 E&SC DETAILS .......... 9............................................ . ... ............ C —13 Fort Collier Group H OF � 0231 Leesburg Pike Suite 0 0 0 Falls Church, VA 2 2 0 4 4 U DENNIE D. DUNL9 III No. 035809 Phone. (703)237-2570 Oslo NAL VICINITY MAP 1 " = 1000' ..E' j."`40N' S: Revisions per Frederick County Sanitation comments — 11/21/03 Revisions per Frederick County review comments — 12/19/03 Revisions per Frederick County review comments — 01/16/04 Revisions per VDOT review comments — 02/06/04 =,:firkei: },: " c APPROVAL 47- FREDERICK COUNTY ZONING ADMINISTRATOR Date *SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL *SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF -FCSA APPROVAL `�Ida7 ENGINEERING, INC. www.triadeng.com CIVIL DESIGN GROUP 200 Aviation Drive 971 Acorn Drive P.O. Box 2397 P.O. Box 1448 Winchester, VA. 22604 Harrisonburg, VA 22802 Phone: 540-667-9300 Phone: 540-434-4135 Fax: 540-667-2260 Fax: 540-434-5841 E—mail: office@)triad—winc.com E—mail: office@)triadengineering.net GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed imt-gllati©n of utility @@@tam§ and all other impmemient§ @hown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES: EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or backfill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minis 3 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. 4. Materials used to construct embankment for any purpose, backfill around drainage structures or in utility trenches or any other depression requiring fill or backfill shall be compacted in strict accordance with the requirements outlined in the Geotechnical Report. All materials proposed for use as fill shall be approved by the geotechnical engineer prior to placement as controlled fill, and representative samples shall be obtained one week prior to placement of that material to allow time for completion of the necessary laboratory tests. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. All fill material compacted by heavy compaction equipment shall be placed in maximum 12-inch loose lifts. All fill material compacted by hand -operated tampers or light compaction equipment shall be placed in maximum 6-inch loose lifts. 6. Fill material placed below and extending ten(10) feet beyond the foundations for the structure shall be compacted to at least 100 percent of the laboratory maximum dry density as determined by the Standard Proctor method (ASTM D 698). Fill placed within the top one (1) foot of pavement subgrade areas shall also be compacted to 100 percent of the maximum dry density as determined by ASTM D 698. Fill placed below the top one (1) foot of pavement subgrade areas shall be compacted to not less than 95 percent of the maximum dry density as determined by ASTM D 698. The moisture content of the soils shall be at or within three (3) percentage points of the optimum moisture content. 7. Field density tests shall be performed in accordance with ASTMD 2922 (nuclear method). A minimum of three field density tests shall be performed for each lift of fill placed or a minimum of every 2,500 square feet of fill placed to confirm the required soil compaction. Trench backfill shall be tested at a frequency of not less than one test per lift per 250 lineal feet of trench. 8. Compaction tests for street pavement structure shall be made in cut and fill areas at the minimum frequencies prescribed by VDOT. 9. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrade on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated and replaced with suitable material as directed by the Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted subgrade free of organic matter. Base course aggregate shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing or planned VDOT right of way shall conform to the latest editions of the Virginia Department of Highways Road and Bridge Specifications and Standards and Virginia E & SC Regulations. VDOT GENERAL NOTES: 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S, Department of L66i 6c6upafl6hal Safety and Health Administration and VON Rules and Regulations. 3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 2001 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control: Handbook, Sec. 3.02, Furthermore, access to other properties affected by this project shall be maintained through construction. FCSA CONSTRUCTION NOTES: 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority, 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of wG-&w meters through 2" in size. Before a permanent meter is set, they require: 1) the frame c•nd cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to ba set to the final grade of the lot; 3) the distance between the top of the cover and the yc�':e bar to be 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 responsibility to have the m ; :r box assembly installed correctly. 5. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and materials to make the tap. b. The developer/contraictor must: (1) make application for the tap; (2) pay deposit (before work begins); (3) make the location of the tap; (4) make final payment when the work is completed. 6. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An Application for service must be made and fees paid before work will begin. b) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. c) For all 1 1 /2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d) The Authority will install all sewer laterals. 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly must meet ASSE standard No. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES: 1. Buildings shall comply with The Virginia Uniform Statewide Building Code and Sections 306, Use Group F (Factory and Industrial) of the International Building Code/2000. Other Code that applies is CABO All 7.1-98 Accessible and Usable Buildings and Facilities. Since this project will be permitted prior to October 1, 2004, the 1996 BOCA National Building Code may be used. 2. The underground fuel tank shall comply with the Virginia Uniform Statewide Building code, Section 312, use Group U (utility and mist.) of the BOCA National Building Code/1996 and NFPA 30. 3. The sidewalk for the handicap accessible route shall slope less than 1' in 20' at elevation changes or shall be designed and permitted as a ramp per CABO Al 17.1-98. 4. Design Professional lic. in VA shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this type of structure. (soils, concrete, steel etc.) ABBREVIATIONS LEGEND ARCH. ARCHITECT EXISTING PROPOSED C/L OR CENTERLINE CL. CLASS C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER D,IR DUCTILE IRON PIPE DIA, DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL GM GAS LINE MARKER G.V. GATE VALVE HORIZ. HORIZONTAL A.. INV. INVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER X x SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK S.F. SQUARE FEET STR. STRUCTURE T.B. TOP OF BANK TPD TRIPS PER DAY __.... U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X-ING CROSSING 2900 --- R900 - - 2898 - x 2876.3 .sass. ss-) GENERAL SITE PLAN NOTES: 1. Tax Map No. 54-((A))-36A & 36B 2. Magisterial District: Stonewall 3. Zoning: M-1 4. Contract Owner/Developer: Fort Collier Group, L.C. 6231 Leesburg Pike, Suite 600 Falls Church, VA 22044 5. Site area: 24.51 acres 6. Use: - Existing: Vacant - Proposed. Manufacturing - Manufacturing: 231,200 sq. ft. - Office, contractor pick-up area, etc.: 25,200 sq. ft. 7. Building setback limits: Required: Front = 75' - Side = 25' - Rear = 75' Provided: - Front = 104.23' - Side = 269.55' - Rear = 398.26' 8. Maximum floor area ratio (FAR): 1.0 - FAR = 256,400 sq. ft. / 24.51 acres = 0.1699 9. Parking analysis: Required: - 3 spaces per each 4 employees - Total number of employees = 450 (future projection) - 450 employees * 0.75 = 338 required spaces - 8 handicap spaces (1 van accessible) Provided: - 339 proposed spaces (including 8 handicap spaces) 10. Loading spaces: Required: - 1 per each 40,000 sq. ft. of floor area - (256,400 sq. ft.) / (40,000 sq. ft.) = 7 req'd spaces Provided: - 28 spaces at least 12' wide x 45' long 11. Landscaping analysis: See calculations on sheet C-7. 12. Building height(s): - Maximum height allowed in Ml Zoning District = 35' - Manufacturing Facility height = 32' GENERAL SITE PLAN NOTES CON'T: 13. Survey information: ROADS ROAD CENTERLINE CURB CURB TAPER SIDEWALKS HEAVY DUTY ASPHALT PAVEMENT HEAVY DUTY CONCRETE STANDARD DUTY ASPHALT PAVEMENT GRAVEL PAVEMENT STRIPED AREA BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB PROPERTY LINE STORM SEWER INDEX CONTOUR INTERMEDIATE CONTOUR SPOT ELEVATION LIMITS OF CLEARING AND/OR GRADING - Boundary information was taken from a "Final Subdivision Plat of a Portion of Fort Collier Group, L.C. Lot 33-Fort Collier Industrial Park" prepared by Greenway Engineering, dated August 4, 2003. The plat has not been recorded at this time. - Topography shown hereon was taken from City of Winchester Topography. Aerial photos were taken in March, 2001. 14. Trip Generation Data: - Avg. weekday 2-way volume = 945 (ITE 6th edition, 1997) 15. All dimensions are to face of curb or face of building unless otherwise specified. 16. All proposed curb radii are to be 5' unless otherwise specified. 17. Provide handicap accessible route from handicap CG-12A to handicap parking stalls. 18. Handicap signs shall be placed at all handicap parking spaces, per ADA standards. 19. Refer to architectural plans for exact building dimensions. 20. Contractor shall provide proper fire lane signage and marking to meet the requirements of the governing Fire Marshal's office and the Frederick County code. 21. All future signs shall be permitted through and approved by the Department of Building Inspections prior to installation. 22. There are no outdoor storage or recreational areas proposed with this facility. 23. All outdoor lighting fixtures shall be directed to prevent glare on adjacent properties. 24. Sign permitting will be issued under a separate submission. 25. The property lies outside the 100-year floodplain based on NAD27 data. 26. Confederate Drive shall not be used for access during or after the construction process. 27. A category 'C' zoning buffer is required along the eastern property line between the subject site (zoned M-1) and the residential subdivision (zoned RP) to the east. This 100' buffer consists of both a 75' inactive & 25' active buffer, and an earthen berm, which is a height of at least 6' (see sheet C-6). The required landscape screen contains a double row of a mixture of deciduous and evergreen plant species (see sheet C-7). 28. The historical marker depicted on the site plan adjacent to Fort Collier Road honors Mr. Russell Hastings, a gentleman who was wounded during the Civil War. Due to limited access to the monument, a further description is not available. ML:11J& TRIAD ENGINEERING, INC. w m E m E w r_ m E E E AD U U U n a C O O O U U U U 0C p Y Y _X Q LL L T 0 m m Ea a a N W W m c� 0 0 � 0 N O I I � O 0 N N o - o O G 4--41 I O O o V) o c o -o v uai 2 ai 0 a (n � T cl� (D o ¢ c 30 � o p U v • Z ^ o co 0oto Z AWN (0 >N 1 E fn �ofQ't00o Z W o Z lO 6 WF- o -0 ZQ p J j� o� -aLd 0) 4) LU U �Ow IS Lwi. ° ZN=: W S IL z 0 Wg >z ua CD J � d J E w azz �rsoz C7 Z a Q En o�U) aez w uJ w -� wU) U Z L I'H pP'� A14 UDENNIE D. DUNLAP III No. 035809 47 " !,_S,1ONAL 'Of Il -- _J U `Q Q Li- n 0 J Z_ Q V) Z ~ ::D ::D Q O W Z Z U -1 ry W 0 0 WUW I- 0� 0 L� W U O L.� Z Drawing Number: NOTE: BOUNDARY INFORMATION SHOWNHEREON WAS \ \ , 12" CMP _ I I �. %' / TAKEN FROM A PLAT ENTITLED �� FINAL INV.=699.05 , O I I i , _ i ; ; , ;/ j SUBDIVISION PLAT OF A PORTION OF FORT \ O % COLLIER GROUP, L.C. LOT 33-FORT COLLIER - / _- __- __ __ __ __ '> / \ �/ I U / INDUSTRIAL PARK" PREPARED BY GREENWAY 700 - - - - _ - - , , ENGINEERING DATED AUGUST 4, 2003. THE - - - --------- ---- ---- - ;-----=7'r -- ----- �� 1 / (2)EX. , FORT COLLIER ROAD -' VA RT. ZZ E P�/ / / G.V. / PLAT WAS RECORDED ON NOVEMBER 6, 2003. ML:ql TRIAD ENGINEERING, INC. www.triodena.com \ \ I I - -_- - -�--- ...-.. .� __ R _. --- r ---- --o,-- ---- -- - ----- �,EX„$ -----. _.- _ -_-- �� AGM / -.. _ \ ! i- `_ --I -- - -- - 41 -- - --� �- WPXER t _ - - _ - -- __ '� G / 1 E E o �- - - -- -- -=�--- -- r-=N�-O'33"E 773.51 ,, _ $_ _ 1 M / i�, / �I \ III � $ \ / .� � �-��"- GM 12 CMP \ I EX. 20' %GM / 17 ( CIVIL WAR \ ' / / I I I I / . INV.=697.82 \ I GMT - GAS ESMT. - I HI`�TORICAL MARK I� / / / / ( / I -----i �� GM - - - - - - - - - - - rr ��- - _ / I I I ol \ k COUNTY OF CLARKE,ip COUNT' OF FREDERICK, &/ CITY qF WINCHESTER VK 4-DENTENTION- / EGIONA / Jt� JLNiTFR" ° TM / o54-((A))-92o 5GABION� ZONEb: M1 USE/AWAL,-" 708/101/'`° _ TO BE I'Lls? /Q �/ . rREMOVED / / /r/ - ' STORM GRATE TOP=6 2. 3CURVE DATA / i' ,' I l //I I� <(„' / h \ ( Q �~ INV IN-680 )0(10hp) VtGM / I '� 1��° I.V. OUT=680.08(1 RC ) II 3 10 DIP o I LYN1 i \ ( INV.=fiE(0,24 I o cv o N C \ , \ TO BE ! I I a � •• , _ -- ---- -- REMOVED- .- --- - � I I I \ , �� ~ ~ \ Lli i \ w / __J --� I HEADWALL W/- / I 1 -------------- -- -'_° _ _-� 18" RCP o - - - - - - - - - - - -12" W - - - - _ -- / I I RIP -RAP LINED I- - -12 W- - - - - - - - - - - \ _ I / / / \ I INV.=680.23 EMERGENCY ° RIP -RAP SPILLWAY U EX. 20' W/L ESMT. T0� EX. SA / { N. MH REMOVED ,--. ...-�-_. � , \ / / "_ -_ " / ! / \ \ I TOP-680.71 / \ ,/ INV. IN=675.99(12" PVC) � � \ \INV, OUT=675.79(12 PVC) FORT COLLfiE GP ®_JP, IBC. i EX. SAN. MH\ � / I I TOP=681.96 _ 4-36B% -... - - i / I i INV. IN=675.44('12" PVC) INV. OUT=675.24(12 PVC) \ \\ 24""'51 A &RR,, E S� EX. 20' SAN. • -- ' SEWER ESMT , FORT CO LLIER 54 GROUP, 1 ((A))-36A ZONED: M1 EX. 20 USE: GAS ESMT. 766 A73NT / Vc) \ �\ EX, \ EX. SAN. MH G.V. 1 f J / TOP=681.06 i _ / INV. IN=674.58 12" PVC I I i� � INV. 0 UT= 6 7 4.38 (12 " PVC) I 1 ` \ GMY\� I { I jc� EX, 20' SAN, I SEWER ESMT. - - - EX .SAN N. M H _•TOP=680.12 -- - - -- - 1 i f { INV. IN=673.56 -2-" PVC) INV. OUT=6735.35(1 2" PVC) )NH N = 7118889.9212 E = 1 1584090.1045ABOVE GROUNDEX. SA / GAS STORAGEEX. 20 SAN. / TOP-6 TANK I I I { \ SEWER ESMT. _n. SAN. MH / / / 1 FENCE EX. SAN. MH �:, 1 EX. SAN. MH /=672.30(12 PV ) / - % GM - - - - - TOP=678.65 -\ \ r _ TOP=678.80 TOP=680.74 / I_ / / INV. OUT=672.10(12 PV , x GM _L__ _ 1 INV. I N = 671 .48 (12 1h�VC) / / GM i X_____w____ - - INV. IN=669.84(8' PVC) I 1 1I 1 ' \ \ INV. IN=670.34(12' PVC) - .__ INV. OUT=671 3�2" PVC) / _ - - - - / _ - T COMMON A INV. IN=669.70(12" PVC) II 1 1 INV. OUT=670.14(12 PVC) /� - -� /-----'/ _ �O CFIELD DIVISION \N = 71 17976,1 /176 ~ \ 6, ��,1l 583370.7399 11 CURVE DELTA ANGLE \RAbhUS ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH 60.00' �77 14' 44.94' S 40,40" E 71.94' C2 17' 17'49" 530.00' 160.00'\ \ 80.61 ' S 68'24'40' E` - -_ 159.39' C3 11'42'33" 480.00' 98.09' 49,ZZ' N 53'28'28" W 97.92' _- C4 106' 17'31 " 225.94' 419.15' 301.43' _ R- 06'.10'59" W 361.58' C5 50'21'32" 260"00' 228.52' 122.23' N 21'46'59'l_-E-• 221.24' _ - - - - - ' _ - _ - - - -I---' - - - �" _�- '-- ENUE LLC, j / BATfLTM-- I _ Q ' - - - - - - - - - - -- _ - _�� 9 8' / \ \ / / TM-54J-((1))-3-28A 1 / US - --------- - --� °� W 1 1 �2. ED: RP / _ �. S38 12 1 c - �i o ZONED: RP COMMOs AREA i �' \ \ L- o I` c �- C m m 1 En C I N = 1 rn I= rn _. z / USE: DUPLEX RESIDENTIAL' I - / ` I / - c c -I -�cn t o I -{ = r' c� �i s o rn rrnn / 578/222 j c- cn I I c -I I�G r� I \ Sz c N +� m v ,'' c a !TI I !� o 1 ZO I c o " <_ - I o I a �n < C o o r" cnZ I C Ln 0 U,0 NOc_D I Cn O I I �CNOA Nor Z rTi 10 rn I I N C P C7 N Z C N p r 1 Z f*1 Z�, v j' cn r O �\ I J O 1 '� I J rn D O -I cn z X I �rO I I rn ,�. I x I09 X��G m / r f T O7� I C• I CO C 4, O 2 �z yr I- X .-. m d�< rn fn �' 00 rZn D \ D _ I aqrr rn I _ _ I N oo p c r I r I I ! rn. `�. rn x < �I z co � -O N� cJi O c.. D J r Z I I fT•1 PrI Z^ \ 0 f I/ N •' ..,i rl I \ X/ C7 -+ < 1 OD X rn ice-. D 1 \ X p < I N •• N �0 `. Z I I C CO O O -P J r Z I N rl _'' X f*l �. D r*1 i-. r I c0 ' ' v ;7 _� Z I • .� rn \ 0 < .. rn r�• -... N f�1 / \ �N(I r1 r G z0 rrlZ� I�fTli~�1 \Xrn� rl \ I \X�� ((Z,:) Z7 �OJ X N mZl I N TJ �Z ..ern N 17 N Z N TJ I C _ (J� O I N X C7�(n I " .i IrnTl�- Nto pC, C Nrn 0 I C N� �Z Nri�1 I Z) NN� I C ��W rn I I I / r z rn I c > ,� \\ C I .. - .� ao I cn x' ~. co cn-�- w rn N rn N N c o w fT 0 I _ cornrn I z I\ o I nZ� cn cn� rnrm� I= o I wrn N�� I C I _ oc,, 0I I I rn Nr I r`' I I \ X �^ I j W� .. I N r�9-:U'...�-Hi. -�_ . P I rn W --1 (n -D W / 'I I fT'I ITI N r.�j O I I Z7 W M 0 N 1 1 Z J r I Z-i ~I O I N r D I rn N I r ac,i Z - �� �.. �� N< I Z rJ, I z N r 0 I I M N U r, x r cn (n p r O I rn • .. I T Z rn I C� z r I rl N r Z I n CD . i r, TJ.� C7 V7 I I 0 r I rn N N Z1 LTa "N ITI I n I D. D I ao o ao 100 150 N N D I p I W fdT�1 Z ZN Z Z P G I D I I D CD I D n I D rA/ n D I r a II I I 0 Z I Z_i D/ I D D n I W I D I r 1 / r D I I I D r I r / I I I 1 SCALE: 1 "-50' II . D 0 I 0 O 0 c 3 v p 0 LO ui v v cn L ¢ Z W Z r �w 0 N N _3 Z 01 N >>¢ * L j U)'�- �wN I � C-) LJ W z o � a Z ZLLJ OO 3 V � C9 �O W �p (n r , C7 V.1 cC - LL LL Cn M cn 06 Z * = ►z Z g L�J Z x ¢M ca F- ¢ Q c� w x U) Q U z LTH op o Q DENNIE D. DUNLAP III No. 035809 # r V) J Z U� 0 LL. n Q F_ c� J > Q zQ Z ->- ��F__ O �:D :D 0 Q p 0 LL z U Li Q � U �w� tl) _l Lil w0r) ULLJZ w Li H- 0 N Z W Drawing Number: C-3 f / / , r J 10(Y 100' 200' TURNING LANE I I 200' TAPER TRIAD ENGINEERING, INC. / / / / - PAINTED ISLAND PAINTED ISLAND /� / , / / www.triodenq.com 0 0 _� — ---- — N ------ --- N — ----------�� ------ E.P. -� FORT�OL-tfiER ROAD — VA RT. 1322 -----------_____ _ / (60' R.O.W.) N E.P. / - E rR UU CIVIL WAR25' PARKI G SETBACK «1 HISTORICAL MARKER � \R 35' 0 T1201 111211 fT I 15 13 rTuLjj12 \ \ o 0 0 c CG-6R CG-6R CG-6R \ \`�\ \ o o (O (p ro -U -- - - - 14--- fl10 �\ 11 � � r \ (p U (� 12 (� , (9 (o (p •O 2 •O O a N m ' U U U 14 U 10 U U 50' ACCESS \��\ 12 EASEMENT R 200 R 10' I / / g CG-6 8 CG-6 CG-6 / CG-6 �Mm f 9 22 a 13zt 18 113111 1111141 �w('1'.r i. '�'9r f h .JV: , .:}• .•4' _1 \\ \ \ `� \ 0 0d1 - V170F/ �5' SIDEWALK P. v! ` 0 / / C 6 PICNIC 40,00' \ 2 (V 0 0 AREA o ��\ ��` \ N \ °c `n 0 i 1• Ri?. �a/ yr \ 1` �/1 , C I I I R 180' (4 I G 10' SIDEWALK o ;'", 0 3g8 26 N �` \ °� .o 0 �, 6' HIGH SOLID OPAQUE \ ` _ a .a 1 I 1 R 22' 361.33' WOOD FENCE \ \\� \ v 3 / 1 ► 1 \ 681.2 1' OUTDOOR U 1 \ FLAMMABLE STORAGE 8' OVERHEAD DOOR \m\ p \ 1 :r V \ A 1 \ \ * :: r. I N of E Z C..) W > a DUMPSTERS '.'"` ,71— � O a z 2a COMPACTOR A' '' I I ,� \ W z G� 3 Q j z %N 'ems �� �'.,' ',', '!` 2' CURB CUT I I �1 I �\ Q UO ¢ a \ a \ \ V PROPOSED MANUFACTU d:' NG FACILITY I ► Z >IYo� iac.7�C 1 � � I � Wcn�cc cnl- \ \ \ \0 2569400 SF ,Y I ► , I C� o w o Z LL \\ \ \ 12' X 14' DRIVE-IN U I I - g = ¢ U 1 \� \ 1 I I W � c m \w W 2' CURB CUT I I ( U Q W G.C. �.. I I �� Q v~i \ \N It\ N PICK-UP Z \ \ \ T 3 TRUCK DOCKS t.. CONCRETE— _ M I I I \ DOLLY STRIP 2' CURB CUT OF 20' X 14' 2 TRUCK DOCKS 20 TRUCK DOCKS G \ \ \ \ DRIVE-1 F-1 7 F-1 F­1 F-I F-1 F-1 F-1 F1 F-I F! 1­71 Fj F-1 F-1 F-1 F] F-1 1­71 F-1 F-1 F-1 t f o: I I UDENIJIE D. DUNLAP III 2 r •f« No. 035809 1 � •J r: 2 r 4• « I 2 \ .Y 'Y {� N Yf .(• tr i v 3 1' \ U 2 `[�}a ^t E ^Y 9 t" . r •h �F`r \ 1 1 rt` rl� Q I �f •rr I. AA ,i .rY+ A. * FM w.Y • \ f. I� C• 1. \ •'F f i \ E- C� 'z m n L �0 CG I 1 •t 6 N - A \ y. I v. 'a \ 1 Yr Ir 'i' Ra F, R1 51 .r -�µ I `A 1 .l .h . a :.rye A • \ \ r N ..R 25' 2I CURB CU T I ,\ \ R \15' \ R 15' co R 35' I I �-- \I \ R 30' \ \ -6R U I I J Q R 50' U� \\ GATE W/ KNOX BOX 2' CURB CUT R 1001 DIESEL I I i U ct \ \ OR APPROVED EQUAL FUEL TANK I I Q Q I 25 R 100' CG-6 2' CURB CUT I I I � � > \ 1 I _ I — \, R 15 Z Q _ R 501 \ PROPANE � I- - -•� - %, 6' R \ \\ \ 6' SECURITY CHAIN TANK 25' ACTIVE BUFFER \ \ LINK FENCE ----- _ _----- I V) z - - _ _ - _ - - _ 75' INACTIVE BUFFER_ C 0 0- 2CURBCUT ---- ----- I Q O \_--- _1-------------- - _------`----___- - 100'ZONINGBUFFER, Ljj ___-,-_ --- CATEGORY "C" WITH \-_-_--_ _ _------- FULL SCREENING Q W U 1111111fili'milm. 1111mmillm MATCH LINE \ _ _----- ``_ ----- J W Pn V d 2 _ - I I i 1 — - - ---- - _— �' _ I I I I I R 428' 1 - -- - ---- - _ "'-"__-------- - Lv U W LY I— I la R440' _ -- -- �- ---- I--- --- -- r— — LL_ I R462' Ld I / I R476' --------__ '. I_ -� I i �i I U LL. z I t Li' I I I l 1'R I Drawing MATCH LINE - SEE LEFT ' I 50 0 50 100 150 SCALE: 1 "-50' Um er. C-4 dr% •n,7_n,;_r 4- a V" NOTES: _ _ / -- ------------- ---- -----------------`' �.- -._--- E.P. - - -J � ,j � 1 (2)EX. 2. S = �--R-T.---�-�-2-_ -_.-- --- � � / / /� G.V. 3. ��� _ --- --------------- _-_--- ------ _ _ E.P_ /�c // / _ _---------- --- ----- --- ---- - ,- GxM _ _ _ _ _ _ 12"xi_2"x8" TEE_ WA R LI _ _ _ ,, .rr - - ( lx' Z > �� 4. - �riwn.w - - •naw� - - �+s�� - s - - - - - - - - - - • � � �. w � - � .w S EN � . . �-- � GMT EX 20 __ 2-12" � V. I T (SEE NOTE #6, - GM _ GM x GAS ESMT. xGM 1-8" G.V. (EX.) THIS SHEET) i 450 BE Az 450 BEND / / MGM i STR I i I 3I W 1 / 1 1 ( Xw�I N / IQ ( GAS .._ I ; 1 METER STIR 12 W #2 - 45 BEND (CONNECTION POINT TO EX. 12 W/L) 1 \ ` FES / 8" R.D. 526.95 LF - 15" HDPE ROOF \ 1 / DRAIN @ 0,74% \1A\ 0 / / \ GM Contractor is responsible for verifying the location of all existing utilities prior to construction. contact Miss Utility of Virginia at least forty-eight (48) hours prior to any excavation. All proposed utilities to be located underground. Coordinate all utility connection locations for the proposed building with the architectural/mechanical drawings. Though not depicted hereon, all existing waterline pipelines and fittings between the new connection points shall be removed. Waterline installation and temporary valve isolations shall be closely coordinated with FCSA inspector. A double check valve backflow prevention assembly is to be installed on the fire and domestic line(s) entering the building. The assembly will be mounted inside the building, therefore a remote readout is required. Contractor shall verify depth of existing 8" waterline to edge of proposed parking lot. If it is deemed that a \ ` minimum cover of 3' cannot be provided with the IL'CONNECTION finished grades, then those sections of pipe affected POINT TO \ \ must be lowered. If mimimum cover will be provided EX. 10" W/L U\ in its current location, then only the length of pipe 1-12"x10" REDUCER \ required to tie-in from the new 12"x12"x8" tee will 12"x12"x10" TEE be replaced. Coordinate field explorations w/ FCSA. 1-10" G.V. STR \ 7. Gas meter and pipeline locations shall be coordinated #6 \ with the Mechanical drawings and Shenandoah Gas (contact: Dave Reichert, 540.686.7911). -10" PVC SDR 21 W/L 8. "Lighting plan", including foot-candle readings and a IFI-\ detail of the pole, fixture, and base to be provided #5 by the architect and approved by the Frederick ♦-- PROPOSED 20' \ �\ County staff. WATER EASEMENT FES \ . iillliiill000 #6 -53.66 LF-10" HDPE \ ROOF DRAIN @ 0.50% \ EX. SAN. MH �E F.H. \ I TOP=680.71 I INV. IN=675.99(12" PVC) -10"x10"xW TEE \ \ I II INV. OUT=675.79(12" PVC) W/ F.H. ASSEMBLY \ \ I I I1 I EX. SAN. MH TOP=681.96 �-45° BEND(S) I I i INV. IN=675.44(12" PVC) IINV. OUT=675.24(1 2" PVC) I ­r--- EX. 20' SAN. II SEWER ESMT. I-----173.14 LF - 8" HDPE ROOF DRAIN @ 0.50% I 8 R.D. \1� 8" R.D. ® I I 1 ` `•O \` \ Ex. I 1 \ �l06 ( "NG INV. IN=674.58� �2 PVC) INV. OUT=674.38(12" PVC) 8" R.D. 8" R.D.®81.15 LF - 8" HDPEROOF DRAIN 9 1.00% NI SAN. C.O. \ ` \ TOP = 687.70 \ �\ 15" R.D. INV.=677.00 15" 0(9,-50LF-15"HDPfl #2 SDR 21 SAN. SEW. EX. 20' SAN. WET TAP YFCSA-�, EX. SAN. MH TOP=678.65 INV. IN=669.84(8" PVC) INV. IN=669.70(12" PVC) INV. OUT=669.60(8" PVC) LATERAL @ 2.85% �ROOF DRON / SEWER ESMT. STR 57.70 LF - 15 HDPE STR #5 STR ROOF DRAIN CAP & BLOCK @ 4.. 8% / I 1 (1 JT. OF PIPE #1 #9 @ 5.89% PAST G.V.) STR / / EX. SAN. MH F.H. - - - - FH ®#1Q / / TOP=680.12 (NEW TOP=682.88) I I 1 8'W 8" W INV. 0UT67673 35(12'P PVC) 11.250 BEND I WxWx6" TEE W/ F.H. ASSEMBLY PROPOSED 20Wx8"x6" TEE I I WATER EASEMENT W G.V. F.H. ASSEMBLY / / / / I FES FES I #1 / / / #8 I I 1 FES / / FES � SAN. MH-1 (CUT -IN) 1 #4 #7 / / / TOP=682.65 (WATERTIGHT) I INV. IN=673.85 (6) I INV. IN=672.87 (12") I I 1 INV. OUT=672.85 (12") 1 ABOVE GROUND l I I / EX. SAN. MH GAS STORAGE 1 EX. 20' SAN. / / TOP=683,73 TANK 1 SEWER ESMT. EX. SAN. MH / FENCE - \ EX. SAN. MH TOP=680.74 INV. IN=672.30(12' PVC) --- _ 1 TOP=678.80 INV. IN=671 .48(12" PVC) / / / INV. OUT=672.10(12" PVC)_ - - - --- - x L J X GM INV. IN=670.34(12 PVC) / - GM__x --- -�-- '� INV. OUT=670.14(12" PVC) INV. OUT=671.31(12„ PVC) // --- --- x _ --»--- / ------------------------------------ _ _�- ---� / NOTE: SEE SHEET C-15 FOR ROOF LEADER BASIN CHART. I I ► I I I I I I I l . I �� , so 0 30 100 150 ML:11 11 TRIAD ENGINEERING, INC.I 0 E 3 o � 0 Lci 0 0 0 N N INc IN,o O U O M O O _II - .- 4- 6 ai 0 U 0 to C) o rn p U 7) 3 o � o U U U Z r ^w o V c0 N Z 0 r .�� W N co > � �af¢_ � W0z Lo z� W-; Q o 0 �QWn I r` LLJ Zov � 0 LLJ to C. 0 Q z >z LLJ > > * _�z w a 05�� a z Co Oz 0 a- JMQ9 000m u-DMco W _ LU O QU) W -J I_a w F..: U z LTH 01y,� 2pt UDENNIE D. DUNLAP I No. 035809 �NOIVAL 0V J U tz as Li n Q (-D__I> Z Q I- V) Z ~:D ::D Q Q 0 LL_ Z U Z .Q LLJ U LiJ O 0 LL U L,j 0 Li LLJ U � Z 2 Drawing Number: C-5 SCALE: 1 "_b0" LEGEND N0. TITLE KEY SYMBOL TEMPO3.02 CONSTRUCT ONST C�IONONENTRAE CE F3..11CONSTRUCTION ROAD 3 STABILIZATION [3.05] SILT FENCE SF X-i(-x-X [;.07] STORM DRAIN INLET PROTECTION IP [3.OB CULVERT INLET PROTECTION CIP �C!/ F3.0TEMPORARY DIVERSION DIKETEMPORA DD O SEDIMENT TRAP RI ST TEMPOR BASIN F RI OUTLET PROTECTION OP NAG NORTH AMERICAN GREEN FLEXIBLE CHANNEL LINER NOTES: 1. Refer to sheets C-16 & C-17 for erosion and sediment control details. 2. Maximum slope across handicapped parking and unloading shall not exceed 2%. 3. Though not depicted, limits of disturbance shall be the extents of all grading operations and/or the property boundary. The estimated disturbed area for this project is 22 acres. 100 LF-12" RCP-CLI11 l 12" CMP STM. SEW. @ 1.00%�, INV.=699.05 INV.=699Y0-- �_700 700 BLOCK AND ABANDON II - I - -=, - - - - - - - - - - - - - - - - - - 6g8 - EXISTING 12" CMP CIP �-� INV.=698.00 ��I 70 --�- ---- -- ---- ---- ------ 0 _ T/c=s7.22 �-12' CMP 700 *Ilk�. � 698 _. M= B.1g.. INV. -G97.8 ~-'- C=98.32 Y / - 99.90 .10 T/C=96.34-\ 03 \ \ 99 / I / /C ` 95. 9 9g / T 97.9 T/C 98.06 98.71 T/C= 01. �6 -- , \ / T/C=96.92 TIC=97.06 698 T/C=98.66 99.83 / T/C= T/ _ T/C=94.90 694 T/C=94. 6 98.49 gg /C T T/I /C= 9 =9 . 97 T/C= 97.9 s7.8s g9$ T/C=96.46 T/C=96.66 T/C= 1C=97.67 T/C= T/C=97.32 / T/C=95.89 T/C=95. 9T81 T C=94.14 sg4 � 97.96 TIC=97.69 \-., 694 T/C=94.24 ti T/C=95.68 T/C=95.8 69 T/C=97.64 / T/C=94.17 � 'ra' $ R 6 I lI Ill l / =93.43 \ T/C=94.2 \ IP 4 9�`•.k =93.30 - �' f / G u:., ni y� .3. I l T/C-92.7 3+6 � , lft ::1%+c r� �,� � • R 9 / /C=95.42 T/C=92.3 T/C=93.57 � \, '- ,' T/C=9T/C=95.60 T/C=92.6 4 2 � T/C=91. T/C= T/C=92.54 a. 'II-92-53 :7:• FF 698.00 C�=91.65 1 T/C=90,93 ' - 6 STR T/C=90.54 #2 I P 6 690 \ 89.75 C0- \ � \ \ \ FES #3 \ ` INV.=684.33 1 a --PROPOSED MANUFACT!Jr INC 25614Q0 Sil T;'C- T/C- T/C-_87.9 V-.4S-- -67.31 :.. FF - 6$8.00 T/13=87.85� / \ .87.16 \ 1 \D T/C= T/C87.09 T/C=86.93 T/C=87.95 / \ \ \ 86.78 / \ \ T/C=87.85 \ \ \ T/C= \ \ \ 86.53 , .:,. T/C�,87.68 ES #T/C= 1 \, 1O�V-=2 679.61 87.33 8791 / t ?c ` / 1 , tiCIP 83.39 1' F 1 .r IIF T/C I �8' 4 r a •o 1 •R, / 8 a� tr k .f. 4 r-- , rn � � I , / 1 Q d f. Cp F T� \ FT N N P/ 1 S TR �' -s, ,- M a - �J 0 'Sr eCn• #5 •#• / R - N - - .,f , y 82.11 T/C= E.P. E.P.=J I •. _ / I , T/C= I P I P 83.73 83.40 63.40 -- - 82.28- T/C= / T/C ` 90 81.97 �N rT/C=82.82 / 80.90 \\ T/C=82.29 / 1 680 81C T/C=82.23 E.P.=81.90 `E.P.=81.90 682 ' MATCH LINE I 42" X 29" CMP I INV.=675.54 42" „„ CMP INV.=675.5U -w -- I Ili''--- ---- ---. ' III 42" X 29" CMP INV.=675.10 I II 42" X 29" CMP 1 II }} INV.=675.07 r 6�0 - - , FES #1 V.=678.70 \ DD T/C \ T/C= Oho 79.27 1 79.351 N o c 70 0P- ,. i ... / loo, / /i -1-001 -000 loll TRIAD ENGINEERING, INC J / / / / I / www.triaden .com �� f o 0 0 0 / / s s T/C 3.03 _ _ T gyp$ 1iC-95. r CIVIL WAR Tj0=r:§s T/c=91.49 700 T/c=98.1 ( I T/c=95.8 T MAR KE VT/C= 9.59 T/C=98.a'7 T/ = 9.3 99 I Cps I / \ / a q a a 9$ T/C=98.01 T/C=97.87 �r,� T/C 95.33 T/C=95.25/ T/C-91.43 \ i 1 m T/C=98.36-99.27 6 - d� T/C=96.99 6`�r T/C=�4.41 /TIC=94.99 I T/C= 1.33 T/C= / SF / / ! s T/C= T/Cr=61.36 !\ T/C=96.85 /C=94.13 /C=91.41 91.13 i o T = 8. 7U I 9 .7 T/C 1.09 1 - o 0 o E T/C= - I T/C 91.03 00 / \ c c D 98.58 % 90.73 T/C o_°o uoi T/C=96.39 / T/C=96.59 _ - - �90.�7 ; / i\ T/C=93.8 , T/C=93.87 � TO 91.43 /C=90.6 C=97.91 T/C=97.70 p. QO T/C=91.43 T/C= / 00 i T/C=97.42 T/C- 5.81 T/C=95.71 0 % Vf). ; N 6g6 T/C35.74 T/C=95.50 6 T/C=93.2 T/C=92. �Uj 90.48 j I j S R %' S R IP S R T/c= I / X/ \ I I /`' T/ = 7.1 %, I I \ . ,,. 90.44 � Y• f 3 �:¢•` a`_.v 5.48 IP T/C=95.24 / T/C-92.98 `f/C=92.7 / IP\ 90.391 1 } o \, i / / / //C= FES #5 1 % / \ 1 } 90.2 I / � o � I OP INV -683�5 ` O c) M �t- O _.._. _ tV NO N o I Xn C a III \ r 4•- 0 FES #6 { �, I INV.=683.05 I In o 6 i I 1 r I o C a Q T/C=88.00 T/0=87.44/ fi/C=87.05 86.59 ' T/C=84.17 I I E.P. = 87.06 oNC14 Z N Lv N Cn c> E z - p I L LJFACIL17,/ - / Za I/ s N �► I N = cp aD I 1 U co X 6I W I I ' E.P.=84.40 / I. ' 0 / �-E.P.=83.40,/ T/C=82.25 I • ,/ �,?�' N NAG I / /C=84.33 ----- T� I T/C=X3.83 -` - INV.=680.00 (2) r' Q z IX >z J � W UJ QZ = z oS 00 Z Z a Z JIM Cf) w Q z y �mC9 W -a I- a w S U _Cn IC=sa.00 - yTH p / - - INV.= F 1 / i 679.75 ( C I P T i 0 -4,3 P C 8 3 I •F • i _ I U II M'• f DENNI E D. D NLAP I d - TC � I / SF 0358 09 No ^r 81.57 I_ I- v / \ T C-84.0 0' - i. 0 r a _ 6 6 % 686 s*" 1 .f .F / - TR S T - .83 - C 83 ,1 Irf�, F F; I E B F 1 CMP 0 - D LE 25 L 8 +4 t - #1 OU T 7 N L c 83 s Q' A .l } -- NAG 0 -1- %:r " / - T -82.2 STM. SEW. 1.00 /� 3 - T/C=83.73 1 T/C=84.00 / / '� @ / 1 E.P.684 T/C= 83.40 82.71 T/C=82.20 T/C=82.49 / 7 82.89 / C= T/ =82.42 82.82� _ ' I DIJ T/C=82.31 682 - NAG i - U NN W / Q Q T/C 2. T/C=82.49 NAG / _ / i / LL 682 =81,90 T/C=82.48 / - I Q -680/c=8zs5 / ` �2� -- - I > / OP 'r i --- I f O FES #8 680 / / SF I Z d / INV.=679.40 x/- - 'A --- x j I- INV.- 1.60 690 .1 692 682 OP 680 682 ' 694 Q [] 0 686 684 694 Z I - 690 / L� U 686 F688 688 690 692 SF 690 684 / -_� 688 '� f X � � 686 / __/ / x _ _ - ___l 1 684 40 LF - 18" CMP STM. SF x x--f---- x / _ - - - f I W } 682 68 / __ CIP- SEW. @ 1.00_ /. ° _ x _________ x --- x _ _ _ _ _ - - -T=--' - - -- - - _ - 6gp L7 _._. '(DSF, INV.=679.10 (1-18) 680 - - - - _... - _ - - - W / I 1 INV._678.50(2-18")-=--------------------)_=`--_-X- --X --- x x_INV.=682.00 /'�" ` ,I / / C/� I ----- X ______-- x _ _ _--- x -- _ _ / / / W I- IL---_ _- --- --�--" o INV.= TRIPLE 30 LF - 18" CM/P T/C I Z 79.37 1678.35(3) (1) @ 2.50% I (2) @ 0.50 % ' ' / / 79.57 I OP OP \ OP 1203 LF PAVED CONC. - --- FES #7 FLUME @ 0.12% FES #4 INV.-=67�0� SB (SEE DETAIL SHEET C-16) INV. 678:70 EMERGENCY SPILLWAY JAG / ASIN RISER CI (SEE DETAIL SHEET C-1 C.� Z CD Drawing Number: so 0 50 100 150 I I I 1, J r / L.._. SCALE: 1 "-50' MATCH LINE - SEE LEFT Job No.:07-03-0433 GENERAL LANDSCAPING NOTES: Owner of property shall maintain required landscaping in good condition. �� �i �� •", �' u �� 2. Specified plant species may be subject to sub— stitution with the requirement that newly selected TTI species provide the some visual effect and meet �\ with the approval of Frederick County Planning. 3. Perimeter landscaping calculations: � �\ '�00 MMwHfflHffl "M11111W UU MHUH rr ',. MHHu n uuUHM rt� \ .v. n µ•.nh- - �{ �' � `.`*,i �. ;M,• • y<�w:' .:r,TiR'J� �;n , '??'�. � ' �. ..v '+r•-C xf. , .� 'r',, y,h•� . � � 4' W�m � Required: —1 tree per 2,000 sq. ft. of impervious area for first 100,000 sq. ft. of entire site -1 tree per 5,000 sq. ft. of impervious area over 100,000 sq. ft. -Total impervious area= 541,000 sq. ft. -Total required= 139 Provided: -139 shade trees 1 4. Interior landscaping calculations: T[."• fir- 'b'�,�'�iM 0 (D 0 sl... 1 h,t � `•4'�tki� ";�!`',o;�y£ .;•i�' a}i,'�'�',C'+�r�'�y,�5 Js`. ''j,'! "c.�w�' ..y �-'�0.''�'��a���t`\' ., e 1 I 11 11 •yr_/��'�.'�(, -t Yf,'J,w' ` k k k k k I F I•r•T ••}' .'gym ���"+'� S k I PROPOSED MANUFACTURING FACILITY � � 1 2561400 SF_4� I I \ 1 1 X I 4R 417 Z r I I I x., e ya .S . XT 1 - ;y i i' h .y. f r J 1 # t 'a} I r 1 1 / 1 \ 1 I C. '•3 .6 I !T .r . "n • k y: � r ' F - �4 F i� 'ter •J • SR X k 1 00'ZONING BUFFER CATEGORY j "C" WITH FULL SCREENING I k k k k k # (REFER TO SHEET C-6 FOR LOCATION OF EARTHEN BERM) 'ACTIVE BUFFER ------ - -� ------____- ---- - - - J _ 75'INACTIVEBUFFER __--- -- -� g000s0000o00e0 clsoo --- ooo�o000�o 000es OOO00000 000 °°Oo °° 0090009000800900e,009009009 000-0 - 000 00900e,009009009 0000009000009000000000000000009900000000,90 .00 00000 0000000000000000990000000�oO .g0009oos000�oo� O00069090088900909 0000090000000909O� 000� 000I -r__ --- --- - --- ---- -7 � rQUANTITY PLANT NAME (LA TIN) PLANT NAME (COMMON) ,SIZE' SPA LING REMARKS 53 Tilict cordectca Little lecit Linden 2-3" cal. per plocn (20' typ.) B &- B 71 Pla,t(xnus cteerifoliet Lorzdon, Plu-r etree 2-3" cal. per plan (20' typ.) B ac B 49 P rus cctllerycan,aJ Aristocrat Pears 2-3" cal. per pletn (20' typ.) B & B 198 Ilex X meserve Blue Holly 15"-1899 per plan B 8c B 78 Aeer sctcc ,ctr-.tm `Green MountaArU' `Green Mountain' Su ctr Mcrp le 2.5" cal. per plan B & B 1 52 Pirnus Stro bus White Pine 4-5' tall p er p loan B B Double —shredded hardwood mulch 4"-6" deep ***mulch each, tree irzdividuall ***all areas thcyt are n.nt r uleh.Pd 'Rhall hp 4P.Pd.P.d or RnddPd. iI41h, sPa.snraa.L bjrf-t?jnP_ aror,sS �Lql TRIAD ENGINEERING, INC. www.triodenQ.com E �o C o C E U 0 0 0 0 ca 0 o g � U U U � m C C O m n n E to 0 0 0 0 0 10 Required: —Minimum of 5% of interior portions of parking lots -Total parking area= 110,000 sq. ft. N M a -(0.05)(110,000)= 5,500 sq. ft. required o 0 -No less than 1 tree for each 10 parking spaces o 0 U M -339 spaces/10= 34 required trees N N ° o o 0 Provided: d —7,200 sq. ft. of landscaped area (6.5%) o _U o —34 shade trees n C z W O Q N 0 � U I C) —PROPOSED LIITLELEAF LINDEN � —PROPOSED BLUE HOLLY —PROPOSED SUGAR MAPLE O—PROPOSED WHITE PINE —PROPOSED LONDON PLANETREE —PROPOSED ARISTOCRAT PEARS RCN V Z O r ^w V N N ZS � r .�� j N o Z Wiz _0 H ZO 0 W 0 ZQw > .- Q O •� -J O® J U 1_-rn , o ,, Ld ( o u_ ZUN7- O W3:Ln Q Z CD ->Q z LLJ Q —� � Z W Q U) Z oz W ar 00 z LO O�Cl) Of UJ N�y MQ�y•� 0 LL J F.— I" co W U) _ �J 0 z TH op � U DENNIE D. DUNIAP III ' No. /035/809 47 �SIoNAL I— U ry LL_ n Q CDJ> zQ �V)z Q O � Z U ::D �Z_ z � Q U T J �oLJJ 0 w U LLI I— ry C/) L.,J ry U O LL_ Z CL L11 n— U Q Drawing Number: 50 O 50 100 150 C �- 7 SCALE: 1 ••=so• Job No.:07-03—C a LEGEND i \ Y/4 SPACED W/24 I I � a HEAVY DUTY ASPHALT PAVEMENT* / - - 24' O.C. (TYP) STOP BAR HEAVY DUTY CONCRETE* - / -�__ --� - �- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -� �- -- -- -- -- -- W/4 / W/4 — / \ STANDARD DUTY ASPHALT PAVEMENT* — — — W/4n 4 W/24" j r ---5— — — — — — — — — — — — — — - ® STRIPED AREA DY/'�/ ��� --------�-- — — — 4„ —STOP BAR 4"_- — -- --- /� jf4lW/411 \ ■ YELLOW -PAINTED CURB FOR FIRE LANE DEMARCATION STOP SIGN NEW PAVEMENT (SEE NOTES #2 & #3 BELOW) / Y 4" \ / i * SEE DETAIL SHEET C-16 Y „ \ W/4 ' V11 4rr • \ NOT ML q1 D TRIAD ENGINEERING, INC E E 0 C C U E `E 8 0 A g g 0 U 0 m o m m 11 L� U Ea a m a m o 0 0 0 c a' a' Of 4. 4 ..r .'! ,r• h.. _ �F r e ::�' 1 =l^'*1 r °: -cu a I Imu rom the edge 0 �:. n.f:n. ', ,{. F .. '�.. ; r.,,� ,;,; �, „&'... a . �: r <�:... j�,` ,A3�4, ,ray saw t m n m of 6 f it - ems. r�..�"r .;. �1��r7��}�• �,� .W��r �j+' r., Tr :y"r t, ,.�, � '+i� �i. i "3 k.. { ^e. ,''J.`"df1''�`h, P���. �.'<��.-,��.Sua.e1.G...tix+ ._�....^f�sdffi!� 9 / s , '±• pk' r M'•' ` :y°t.y s h '�.•y }, .i' rtj,;'9•`.»�r'3 of ,+ \ I'7 / � �i,'i! ••+ "� .4 � i` x•"..- of the existing pavement to ensure a o � I ao d- / \\ clean joint as well as full depth asphalt tie-in. 0 0 0 r 3. Pavement design of the asphalt addition to o 0 0 Fort Collier Road shall meet or exceed the N o t existing pavement structure. N II 1 .. '•'v fi r1 ;.tp,i:f3`w�r.itt a-�''' n6 N 0 'cn?✓; O t 4 O I I 4 h#wuut' v n o v v o L) I I •q,'�1":,:`Sr' �,yyyy,,^,is�;.�y1i, .,:.,1�s+:— I %^ .�1J=+'ti % if':'N�F'? .•Y. F$;R'r i:%.. �'' a���: -4T. }"fr...' I — — I FIRE LANE _ SIGN LEGEND: W/4" = Solid white line/width . FIRE LANE SIGN 7_ W/24" Solid white line/width F'y • '„ DWL/4 = Dotted white line/width - Y/4" Solid yellow line/width DY/4" = Solid yellow double line/width \ \ \ ,E{ilE:(LAi>>� .' •- Y/41r �' 1 4+ PROPOSED MANUFACTURING FACILITY `` W14cry 2567400 SF Y/4111 \ \ FIRE R . W/4rr \ LANE \ \ \ SIGN \ d I •%iy ' .s Ft' r� a �i -S e f' k i s '.F S •r• v i •.r „f'.: ' � a r••F , f• ,D ! :.Y ,l • • '= rr..> , 7.^ • ! s'A , •J' n v h. "4 "ram • e- Ffi..h .i' •f , r' n`! •r •� tiro w' FIRE LANE •' •:,:•. •i • .s.'' `w+ r •! ••M ..p FIRE I N ^'J p S G RE LANE \ STOP \� \ SIGN SIGN W/24" \ 1 STOP BAR / /�. W/24111 STOP BAR ' I i \ I \ 1 Y/4" SPACED DY/4r, \ _ --- --- --- —__ - --- --- —�- � �\ W/4rr I I I I I I I DWL/411 50 O 50 100 /150 21 0 c o z LLJ 0 ° a o .0 �, 0) 0 a z >z LLI J > Q LLJ J W ¢ z a z U) 3:z¢ �OW� Z a. z & zX=� 0�Znw LLLI LU =QCD W m 1— ¢ C LLJ Cn z c� z LTH oF� DENNIE D. DUNLAP III No. 035809 0 V S r E 0 NAL � J U <a Cr L.LJ LL_ n Q (D I ILL 1 Z Q Fy I C/) LL• Z U D Z — LJ U < a LLJ LLJU F__ LLJ q LLJ n Z v o CD Z V) Drawing Number: C—� No.:07-03-0433 SCALE: 1 "-50' M �+a0 •ES o �-,. � - / �� / I , n, r� �,' PROPcqs h' TER E O 2pl _ •,` , ` `` , � �.., \ , \ 12'�8„ ' / / �• / I � N w.. 8r2„ G V � C/V/� , C � I y it �;y � rP1 q�q�g1+4G�'�n.'SA J.Y� � , •"f9��''i :l ie �!�. t �� � k �� �.. � M _ � �^+..� ,� ' I\ � I ml ( / .� METE ,��� �, ;;�.. �`�` � � ���,-�}r �d � -� o —' -� � ✓ C. � I \. I / '''— � .�: yy", �. .y{(J;; I. : fi I � � �• , ,.,�4,y .�g r+.. ,:�. ..: �- � 11 '� '� '•i � " /1. ' \ � ��V1 `M q5°ABBE OII�TTp old p NNECT/ � 20 " 101, ESMT T RE BE / r0�� REpV � /_y �r2'k/pl, ° TEE � %MOVED G• � i ► I i REM %on PAC SOR2r � P I Wq�POSEQ 2p � I I � r� �x ( frl N Igo � 715.0 -- - �------ - ---- — - W J - --- - - - -- -- - - --- - — W - - W SCALE: � "-b0' HOR,Z. 715.00 W/_1 -- --- - — — -- !l__L1_ ate.- .. O N � N N SCALE: � mob' VERT. • � � X� �XN X� xo 710.0 I N� N I 710.00 - - — 705.0 705.00 _ XI TI G G R 695.0 (35' H W) - --- - ---- -- - -- - - -- — --- ----- — -- 1 C S R 1 /L - - - - - --- - - --- --- - - - -- - - - 1"RP - -- - - - - XITI G 1 PC WTE LN 690.0 s o nn 2" � 690.00 685.0 -- - - o FI LC E N EIT --- - - - --- - --- - - -- -- -- - ---- -- --- - — - — -- - — --- -- - --- ---- ---- --- - ---- --- ---- -- FI_ _ L -- TE A D -- E P R__-___ A ---- -- - E - S N - 1" - PVC W --- TE LI E HE E — ---- — -- - 151 ---- -- -- — — - - --- - - - -- 270' F H E) S IN 1 V W T R_ N _ - - — A D E E WI H NE 2" V T AI T N - -- - -- -- - - 680.0 GAS - 6 8 0.0 0 --- -- - - - - - - - - - 6 7 0.0 -- --- - 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 15+00 1 6+00 17+00 18+00 19+00 20+00 21 +00 22+00 '� �CAIM- TRIAD ENGINEERING, INC. 0 \ 0 0 E E U 3 U 0 0 0 0 C L 2 a '> U U 0 � C m U U U O O 0 O 8 B 8 E m 000� N M d d' 0 M N oof zo w N U N O 0I V) u) 1-0 N o III FII o v v o U 4 U c Y EO� -� 3: 0 V N V U V Z � z ( �.. o > z �/ CAI N J Z "¢ N� * -yam !-w� t!)Uw]z �<t`+ 00 0���� WC) azcn� �Q��ZQ Wo3 U��az Q> o 0 0 m Ca7 p ZQ��®U0om� 50 �p (n rw U- U) � C/) W Z N D-- LL CL' oti i OWQ rn Z0� * =ZLL'= W �� JCS ^= WL Q LL 1— �� �^ W cn a_Z � ,I'TH pF UDENME D. DUNUP UP> No. 035809 A. /opt � ti J Y 24 Q Q LLJ �- (L a W J c� J > Z Li ���- J F- N Z 0.. YJK Q00W- ?zV Q 0 Zwv Z < w � Q moo N Z FW-U� � J VDU - _ix EL U � Z_ L` 3 Drawing 12" WATERLINE Number: C_9 Job No.: 07-03-043 cn q cn O a 10' co TRIAD ENGINEERING, INC. ff) 0 0 0 1'4 N 0 0 > c VZ®Q�ncmH'Q��JZo_ cf) x IF- E c Q�QYajpcONV�•o 0oRc �>�z ,' P�~U�MVmYCuU�c�c=C mloo3mD r C rz 0 I I I U) [\J In 1 E E E 0 0 C� 0 U U) 7� .!D ID !D 00 .CL r: c/) Lt L' LL M > do E -n X =1" M M M cf) F0 < .2 \) T R) R --I M :-4 0 0 4� K 0 Q --i +i M Z L 0 z :T M > > r7 mm 0 G) Z c M 10+0z0) (n -4 R -1 0 0 bi ` c zS�U� 0 • Ax Rl� Ell > '0. 6 1 Lr) Lr) C14 + + C) 00 C) co 0 6 00 N? 41 0 0 0 0 M 0 0 U z M 6 RR 00 0 z z Z M rQ 0 M M 0 21 M -n cn M M M M 0 < M c: 0 0 -c M cn 71 cf) VD (CD4 L-Lif C14 04 > TU j > z Z C3 N (JO (1) W <( Z W> (-4 1 E Z \X 0 0 0� x < t 00 0 5 0— L0 - C.L U) W LJLJ 0 F- :z < 0 z M LLJ L5 L)f �L F- U-1 - 0 Z a- Z _j 5 0 -c 0 - W to 0 ;z LLJ 0) 0 Q 0 0 C/) c0 U) LL U) U) ct� 5 (:) L.Lj LL z LU C14 (0 LLJ Q9 z cl, 0 Ui UJ < ." < m��W (9O� W --J I_ < rL U) Lij M: U) C) z F— c cg co LO + F T + + <r I <r EX13TING Gf'\A[)E--\ c\1 UDENNIE D. DUNLAP IT" vj I NaXmr II "a D1 �III \ ( 1 I I II ` w �\\ x ■■ ■ INN NENN■ ■■■■■■■■�'!.■■■■■■■ �■■■■■■.■■■ ■■�"�■■■■ ■■■■■►,s■■ ■ ■ ■ ■■■■ IIINIIN ■■ .■■■■i■■.■r MEN Ism ■■■ ■■■■■■■■Ml . 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MMMMMMMMMMMMMMMMM■LEANORE::mom MENE■■■■■■■■■■■ ■■■■■■■■■■■■■■■■d■laid■■MN■■■■■:■■■■ ■■■■NONE■ ■■■■■■■■■■■■■■■■■■■l■ MM'■■■■■■■■■■■1 M■■M■E■M F.E.S. #4 TO STR. �5 MIIIIII IN IN IN SEMEN _iilm MIMIMM IN ME IN M INNIF051,5_02101111111 IN OEM IN SEEM IN MINE IN mmmmmmmmm IN m mile m IN I ME IN I IN Immmmmmm IN MEE MMMM MMMMM IN 1111116 IN IN 66' _j IN IN ,Jm IN MIME IN OEM IN mEMMM IN IN IN IN IN MEN! IN IN 10111101111111111MMEM ME !III ON IN M11MMMMMMMmMMMM1MMMMMM IN IN IN NINE! IN mmmmmmmmm .611 0 mmmmo�mmqmmmmmmmmmmmmmmmm HE MMMMMMMMM1 OmmommomiLml 01-000- .0 ago SEEM MEMO mMMMMMM111MHAzMMMIM MMMMI � � � � III�'� :1 :N.� MmMMMMMMMM M ME MOM mmmmmmmmmmi ME �i IIIME IN IN IN mmmmm mmmmmmm go MMMMMMMMMMMMMN-..Nmmmpmmmlillmmmmmm �1111=�1111`� �":��MMICMC� Illli�illllll.� �IG�iMEMO ia11IME.....�IN mom MEMO .5119[am IN mom SEEM F.E.S #7 TO STR. #9 F.E.S. #3 To STR. #4 IIIIIIIIIIIM!I .:I ■■M■■.M■■■��M■■■■I■....M■■■■■■■.■■■■ NO ■■■■■A��■■■MCI■■■■■■■■■■■■■■■■■■ No IN ■iiM ■ - NNEN■11■MMEMMMO■MMEM■M ■ .■.■ ..■.■■...■.■■MI■■..■...■....■.:■: .. _ m:VIA L TRIAD ENGINEERING, INC. www.trioden .com 0 m y U E U U U o U U U U U m C m C C C C V CD Cr N M d p M N � N o I o a N U M =Ld N O I O N c o 0 0LO O - U ° o V) d U c CK, O� U > z Lu N N J z co 4c I� J , wNu' Co LUWd _Q U Z � U n. z Z , - AZ .3 Q 0 Z LLA Q o` Jmca.1�o QwUzow=� C:) Lzdo U-wCO- ZLU (a Nz o 0 2 Z = _ 3U& J0 u¢ a. U)� ® w co U Z F- �4013H pF DENNIE D. DUNLAP III No. 035809 tn • • Ld .{0LLJ La 710 i I I I i I I I I I I I i 710 I I I I I PROPOSEDI I I I I I I GRADE — —,—.— —. ^..—.—---- _ — —w _ LLJ i I Icn I I I_ ire w � = 0 o EXISTING GRADE LIJ I i I I I ( 690 U 690 680 i 680 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 d0 0 b0 100 150 SCALE: 1 "-50' m:JIA L TRIAD ENGINEERING, INC wwwAriaden .cam 0 rn m 0 E n E 0 o c U U U U O � c p Y Y Y Q C 'C C C m b D O O O O O li li li T a °a °a a E w w q o q q h a! 2' � 0 I o U N O _0N I u-) o N o II •- 4-- o c v y U °� U p° z o a)w o 3 Y � p v U) p C p U d _Z C� �a O Z 0 r - N W Uj > > W 0) Q zZ ZULV> I i> o,E ZOG�.� sl Q c/) z�Q3 0Z� IL �> �Q 0 0 J=)Q & ?I -%''E,0® —QWrna� WZ(ySO ~ I U � U0Omcn (n W O w (0 0 ►N (DI LL O=UnwQ ct o06 - It J 3 LO W co UCL Q W C 2 � efJ TH pF"�IL UDENME D. DUNLAP UP' No. 035809 (� 6 A. �W J � U Elf LL- °- Q � L� JI U J > U z Q — ��-z < O U � - F--ry Q�O L Z_ U Z 86 QWU �- W Q 0 F- LLJ U n C W ry 0 U LL- Drawing Number: C-13 No.:07-03-04 CL Ln N a VIEW OBJECT 1 r l I � r 1 r r r I 1 I 1 1 r r � 1 � r 1 / I I I i ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 690 w_ © m I I I I PROPOSED I I I GRADE �n w I I I INO� I = p I X I I I 680 LL 680 I I I EXISTING I I I I I I I I I I I I GRADE cn � I LU I 670 I z ( 670 _J — I I z I U I 660 I I I I I! I I I I I I i I I I I I I I 660 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 TRIAD ENGINEERING, INC. www.triodeno.com c m E l i '8fH-I-I•I I I I I I 0 g a CJ M O O o I Lr) N c N o II o a o o -° z o w a c: � 3 0 L <C _. z c9 W Q > cv N N _z LU -� -j CL' O I N >' Q U)Z c(D > N o C W Q Z � O Z Z C� .3 WLMjn Z� Ci a V7 Q oz$ O z LLI Za M® W z� ft W M� voom � 0 U) LL U) M U) LL, ``%% O LL � o2S z Oyz� L..Nz� WQ cf)� ® LU QZ �DENNIE D. DUNW III> No. //035809 47 /6/o-r i SIpNAL E J � U ry Q Q Q 0 1 Z Q 7 :D QUO LL_ Z U Z < � U J ry O W U W f -- ry (n LL_ Lij U I Z L'j L0 � U —� 0 cn CL n 8d � Z U � Drawing Number: ao 0 50 SCALE. 1 "-50 100 150 50 C-14 Job No.:07-03-04. GRATE= HINGED GRATE COVER HINGED GRATE COVER HINGED GRATE COVER �K 18.64 COVER= GRATE= FOR EASY ACCESS FOR EASY ACCESS FOR EASY ACCESS L 'A' !8�* grade trench i-6'imfnlmum* 18.64 �TLO 18.64 minimum v U TRIAD ENGINEERING, INC. general bac"ll 0 1771 El www.triaeng.com general backfill form board (ty machine excavation limit 171 n 11 11 - - - . . i• (see note) 0 C ............... (see note) 0000 000 00 00 00 ....................... ... .......... .. ... .......... U CA LJ C-4 O . . . . . . ............ ........ .... .. ....... ...... ........ co co cyi ........ .... OE100 -13-56- ....... .. ...... ... . . . 000 13.5 8. 81. 8. .. ........... 8. . . ......... ..... ......... X............ . .......... .. . ...... .. 13156 . . . . . . . . . . . . . . ......... U L i LJ LJ concrete ...... ......... gate valve gate valve trench bottom 24'select backfill 24'select backfUl undisturbed ❑earth stone bedding C77D (see note) (see note) & boxes & box 10 C iy TYPICAL MOTION TEE, WY OR PLUd E, i E E C-i 0 8 0 > FRAME=22.18 cli *denotes hand excavation 0 0" b" In lieu of wood forming the fitting may be wrapped with FRAME=22.13 O.D. O,D. 1/2 O.D. polyethylene, and the concrete poured to completely surround "D" = 1 Z' min. for 10" andl smaller pipe FRAME=22,13 3: 3! 16 'fitting and a "D' = 18" min. for 12"thrui 201 pipe .2 C against undisturbed soil. The bearing dimensions against undisturbed . . . . ed soil shall remain as shown. see chart below for A, B, C dimensions. C0 CC> 6. L CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 11(r minimu .110 STANDARD SOLID *PEDESTRIAN a C & 6 0i stone Pipe Plugs, Wyss & 11 1/4'and 22 1/2' 45' and 90' STANDARD SOLID *PEDESTRIAN 0 8 3 8 stone Dia. Teas Bends Bends APPROX. DRAIN AREA = 60.62 SQ. IN. APPROX. WEIGHT WITH FRAME 39.90 LBS, APPROX. DRAIN AREA = 50.6 SQ. IN. 0 APPROX. WEIGHT WITH FRAME 40.68 LBS. APPROX. WEIGHT WITH FRAME 35.04 LBS. APPROX. DRAIN AREA = 92.70 SQ. IN. APPROX. WEIGHT WITH FRAME 54.00 LBS. APPROX. DRAIN AREA = 81.25 SO. IN. 0 0 a A B C A B C A 8 0 STANDARD CONCRETE ARCH 6- T-0- APPROX. WEIGHT WITH FRAME 49,50 LBS. APPROX. WEIGHT WITH FRAME 44.50 LBS. _2�� V-0- O�-9- 0--g" 0'-Y' V-3-1 0-4-_ V-9" 8" V-21" 9-9" 1'-3" 01-91 U-911 01-9" V-15" 01-9" 2'-T 10- 'r-W 0-4- V-6" V-0" 0-4- V-3-1 1 '-9- 01-9- 2--6- NYLOPLAST 12B E general backfill 12" V-9" 1 '_01. 2'-V' V-a' 1'-0.. 1'4- 2'-0" 1 -_17 general backlill NYLOPLAST GRATES/COVERS SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY 14" 2'-0" 1'- 1'-0' V-6" 2-13" T-O` -3" 1'-0" .0 0" V 4' r_ C (see note) (see note) ACT AS STATED IN FEDERAL REGISTER PART 111, DEPARTMENT OF .2 .2 �2 16, 2-3- 1141 T-6- V-15" 11-4- 2'-0" 24' V-01 4-15" GRATES/COVERS SIZE OF OPENING MEETS REQUIREMENTS OF ER AN DISABILITY STANDARD GRATE HAS H-25 HEAVY DUTY RATING to 0 so 10 TT.:T FT .................. ............ ....... IS" 2'-6- 414' JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF 1 STANDARD GRATE HAS H-25 HEAVY DUTY RATING ACT AS STATED IN FEDERAL REGISTER PART 111, DEPARTMENT OF SOLID COVER HAS H-25 HEAVY DUTY RATING 20" 9--T 1'6' 4-0- V-9" V-6" 2'-0" 3'-3" 11 '4- 6-0- DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL . ............. ... .............. . . . . . . .... ...... .. . .. .. . .. O.D . . . . . . . . . . . . . . O.D. SOLID COVER HAS H-25 HEAVY DUTY RATING JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING ... . ... ......... . FACILITIES; FINAL RULE. 8" PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL QUALITY: MATERIALS SHALL CONFORM TO ASTM K. . . . . . . . ... . .. 11 1/4THRU 9W BENDS . .. . ... ...... . . . . . . ............ . . . . . . . . . . . . . . QUALITY: MATERIALS SHALL CONFORM TO ASTM FACILITIES; FINAL RULE. A536 GRADE 70-50-05 & A48-CLASS 30B 24" select backfill 24' select backfill A536 GRADE 70-%05 MATERIAL: DUCTILE IRON GRATE W/CAST IRON FRAME (see note) (see note) gaiv,nrods over fittings and MATERIAL: DUCTILE IRON PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT A1N .CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON RE UEST embedded In concrete thrust blocks. T LOCKING DEVICE AVAILABLE UPON R �QU - THIS IN DISCLOSE$ SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130VERONAAVE PRICE INCLUDES FRAME & GRATE/COVER THIS PRINT DISCOWS §UB31CT MATTER IN WH5 ORAWNBYAWA MATERIAL 3130 VERONA AVE stone L BUFORD,GAXS18 0 PRICE INCLUDES FRAME & GRATEICOVER NYLOPLAST HAS PROPRIETARY RIG4i; S. THE RECEIPT OR PHN 1770) 932-2443 NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT OR DUCTILE IRON BUFORD, 311: O.D POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 15AUGGO DUCTILE IRON POSSESSION OF THIS PRINT DOES NOT CONFER DATE 15AUGOO HN (M) OU-2443 .0 ri I I INO Sl E ROD S1 NO, ROD EMRMMENT TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR F FAX 0 1/2 O.D. R$Z01 IFA (M) 932-2490 12" & LESS 6 2 30` TECHNICAL INFORMATION SHOWN HEREIN TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION -,�; D �ByCJA REPRODUCTION OF THIS PRINT OR ANY IN�URIVIATIUN APPD BY CJA PROJECT NO./MAME wwnyloplag-us.�_ PROJECT NOJNAME NY Uri 20" 8 2 36" TITLE OF THIS A'-4>rr PRINT OR ANY INFORMATION CONTAINED HEREIN, TITLE to 0 14" CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE GRATEICOVER Concrete •��: DATE 15AUG00 GRATEICOVER NEW STYLE 18- STANDARD, SOLID PEDESTRIAN DATE 15AUG00 ir STANDARD, SOLID PMESTRIAN 0 1 HEREFROM, FOR THE DISCLOSURE TO OTHERS IS I DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT By W FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION 0 _J 6" SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST, FROM NYLOPLAST. DWG SIZE A SCALE 1:112 SHEET I OF 1 DWG NO. 7001410-OiEl REV C DWG SIZE A SCALE 1:12 SHEET I OF I DWG NO. 71XII-1110-049 REV C 0 concrete Concrete 0 0 F,11,tlngt Volume of thrust block In cu. vd. VERTICAL BENDS 11-1/4* 1 22-I/T 1 45* 1 90' 1 0 stone bedding 6" - 1.3 0 CONCRETE CRADLE CONCRETE ENCASEMENT B.. 18" DRAIN BASIN 0 z 1.1 2.3 4-- 0 10, 1.8 3.7 12" DRAIN BASIN THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 DUCTILE IRON FRAME 18" 0 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 AND GRATE DUCTILE IRON GRATE 12" 0 7) V) NOTE: To be compacted to 95% of ASTIM D698 maximum density. AS FOR HORIZONTAL BENDS. 161 0.9 2.3 5.1 - W / CAST IRON FRAME a 18, 1.4 3.2 6.3 - INLET AND OUTLET ET AND OUTLET VARIABLE VARIABLE OVERALL _811 4.5 7.8 INLET HEIGHT' 20" 2.2 - ADAPTERS AVAILABLE ADAPTERS AVAILABLE INVERT HEIGHT 21 4"THRUiT t _0 0 TRENCH & BEDDING CONCRETE THRUST BLOCKING 4"THRU IF' VARIABLE INVERT 247 1 (1 CD 1 VARIOUS TYPES OF OUTLETS 0 Figure 1 Figure 2 HEIGHT VARIABLE OVERALL '(I) ADAPTERS CAN BE WITH WATERTIGHT ADAPTERS '(2) MAXIMUM 6'MINJ 0 0 HEIGHT '(2) MOUNTED ON ANY ANGLE 0° FOR: RECOMMENDED F5 0) T VARIOUS TYPES OF OUTLETS 4"-18" ADS N-12 OVERALL HEIGHT 1Y '(I) ADAPTERS CAN BE 0 -C TO 359*. TO DETERMINE 0 SDR-35 SEWER MOUNTED ON ANY ANGLE WITH WATERTIGHT ADAPTERS MINIMUM ANGLE BETWEEN SCHEDULE 40 DWV 0' TO 359*, TO DETERMINE FOR: '(2)MAXIMUM ADAPTERS SEE DRAWING CORRUGATED PVC MINIMUM ANGLE BETWEEN ADS N-12 T MIJ RECOMMENDED NO. 7001-110-013. RIBBED PVC ADAPTERS SEE DRAWING SDR-35 SEWER OVERALL HEIGHT NO. 7001-110-012. 0 SCHEDULE 40 DWV 10, z CORRUGATED PVC RIBBED PVC trench Width top of manhole at grade In pavement areas unless otherwise directed 15" DRAIN BASIN "A" as required (top shall be set 24" min. above grade In easement areas) 24" DRAIN BASIN 0 > z square skid pad 6" co UJ 5 thick- DUCTILE IRON GRATE AND GRATE N _J DUCTILE IRON FRAME W / CAST IRON FRAME 6' dia. schedule 40 Steel pipe flied with 3- and painted yellow 3.04"' INLET AND OUTLET wrap around hest shrinkable INLET VARIABLE OVERALL ADAPTERS AVAILABLE _F C/) LU 7' sheet (WrapIdISeal by CANUSAJ AND OUTLET VARIABLE INVERT 4"THRU15' VARIABLE LLJ 4 HEIGHT '(2) VA�ItIAIJ OVERALL 4� ADAPTERS AVAILABLE HEIGHT INVERT HEIGHT I > E Z 0 0 z 4 HEIC;!T*(2) 4 bob (3/4'dia.) 4" THRU 24" '(1) ADAPTERS CAN BE VARIOUS TYPES OF OUTLETS 35" max. • MOUNTED ON ANY ANGLE WITH WATERTIGHT ADAPTERS Z Lo adjustment rings (111' max.) 4� 0* TO 359*. TO DETERMINE FOR:•'(11) ADAPTERS CAN BE Ld Z5 � G- < -6 ZZ 18" dia. (D 11-6" G ADS N-12 2) MAXIMUM 6"MIN� MOUNTED ON ANY ANGLE 3: concrete 4 MINIMUM ANGLE BETWEEN SDR-35 SEWER RECOMMENDED 0* TO 359*. TO DETERMINE t!= LL 0 en LLJ I VARIOUS TYPES OF OUTLETS `1 OVERALL HEIGHT 10' LU > 0 R z ILI- iz . .. . -(2)MAXIMUM ADAPTERS SEE DRAWING SCHEDULE 40 DWV MINIMUM ANGLE BETWEEN I-_ encasement 3' -1 WITH WATERTIGHT ADAPTERS < � 0 C: A NO, 7001 -110-013, CORRUGATED PVC ADAPTERS SEE DRAWING RECOMMENDED z W • ED 0 0 4.' FOR: 6"MIN. RIBBED PVC > otf 0 concrete + OVERALL HEIGHT NO. 7001-110-012. < LLJ K) @ ADS N-12 0) (D C) 0 0 ai U) thrust block A - - 10, - LE Ln 2 U) cl� BOLLARD DETAIL SDR-36 SEWER 0 in r., U.1 0 z concrete ASTNIC-1 50 SCHEDULE 40 DWV 0 LLJ (c) 0 LL W 06 LLJ TtRI!U 0 LU < IN W 3130 VERONA AVE THIS PRINT DISCLOSE$ SUBJECT MATTER IN WHICH DRAWN BY AINA MA C) 1 4000 psi 12"or16"(typ.) CORRUGATED PVC THIS PRINT DISCLOSES SUBJECT MA f, :R IN W ICH DRAWN BY AWA MATERIAL 3130 VERONA AVE z < NYLOPLAST HAS PROPRIETARY RIG.-TS. THE RECEIPT OR BUFORD, GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT OR BUFORD, GA30518 z 0 -k Z I= ploneer 301 mastic applied RIBBED PVC POSSESSION OF THIS PRINT DOES N`_� CONFER, DATE 10A0000 POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, DATE I IA FIHN (770) 932-2443 < 01 PHN (770) 932-2443 OR LICENSE THE FAX (770) 932-2490 M TRANSFER, OR LICENSE THE USE OF HE DESIGN OR FAX (770) 932-2490 USE OF THE DESIGN OR TECHNICAL ur) between joints and on TECHNICAL INFORMATION SHOWN HEREIN APPD ✓BY CJA PROJEGTNO.NAME r4xtma www.nyloplast-usm INFORMATION SHOWN HEREIN REPRODUCTION OF THIS APFD-8Y _WK-_ PROJECT NO,/NAME WWWAY400�is.com __J direction of setting to be approved prior to installation exteirlor side of joints REPRODUCTION OF TMS PRINT OR ANY INFORMATION TITLE PRINT OR ANY INFORMATION CONTAINED HEREIN, OR LU MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE DATE IOAUGGO DRAIN BASIN IS"& 2r DESIGN DETAILS DISCLOSURE 11AUGW DRAIN BASIN HEREFROM, FOR THE DISCLOSURE TO OTHERS IS OSURE TO OTHERS IS FORBIDDEN, FXCEPT BY DATE 121 & 151 DESIGN DETAILS Cl) joints are to be sealed FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN MISSION SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. - LLJ w;th "0" ring gasket FROM NYLOPLAST. GAG SIZE A SCALE 1:100 SHEET 1OF1 DWG NO. 7001-IIG-044 REV 13 DWG SIZE A I SCALE 1:120 SHEET 1OF1 DWG NO. 7001-110-M REV B m: ell- 0 as required concrete pad 11-6" sq. x 6" deep z J`_ 4'-0" variable I.D. 21 min. - 6"max. pipe to manhole n connection to be by flexible sleeve Invert channel to provide a 3'-W min. 7- 4" stone smooth transition into out,FIELD GLUE - screw type for all connections T-O"max. 4!--V max. FIELD GLUE JOINT JOINT J adjustable top of bench -wall 3" TO 48" 3" TO 48" XTENSION valve box grout bottom of manhole same elev. as ston stone to be minimum to form channel- 2 of 6' above top of bass top of pipe Ijs locator marker R •p­!. stone I 7 A 4 agy - . _. t. I' . . I . + r magalug :4 .'A • 4A -4 • J18- ON BODY SIZES 12" - 24' 4" ON BODY SIZES 12" - 24" >DENNIE D. DUNIAT III in 6V' bedding stone 6" ON BODY SIZE 30" 6" ON BODY SIZE 30" No. 035809 mechanical joint NOTES: 1. Manhole sections shall have an external Coating of approved bitumasIG water proofing prior to Installation. coating of swivel tee with 2. if adjustment elevation exceeds two inches use concrete adjustment rings with a exterior -E-t-U 01VAL IAQI� 6" branch bftumastic water proofing. -shrink grout, 3. Final slope adjustment of manhole frame may be by shims and non 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installaffions. FIRE HYDRANT ASSEMBLY STANDARD MANHOLE FIELD GLUE Figure 9 Figure 12 JOINT 770 48"' XTENSION ROOF LEADER DRAINAGE BASIN SCHEDULE < STR # DIA. GRATE TYPE TOP INVERT (IN) INVERT (OUT) LL_ CL < • J 3" ON BODY SIZES 8" & 10" _J > A 18" STANDARD 686.75 679.61 -15" 679.61 - 15" 0 0 Z < concrete pad 11-6" sq. x 6" dee V) B 18 SOLID 691.20 682.25-15" 682.25-15" 1211� THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY GJA MATERIAL 313OVERONAAVE 0 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR BUFORD, GA 30518 :D LIJ 04 POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 18SEPT00 PHN (770) 932-2443 V) \Iiv TRANSFER,FAX (770) 932-24W ZD C 18 SOLID 695.10 682.95-15" 682.95-15" TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION APPDBY CJA PROJECT NO.NAME www.nyloplast-us,cwn 0 OFTHIS PRINTORANY INFORMATION CONTAINED HEREIN, DRAIN BASIN / CURB INLET TITLE . . . . . ... .. .. .... r-) 0 OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DATE 18SEPT00 BASIN I [NLINE DRAIN 8'- 30RISER EXTENSION < DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY ............. .................. D �7 C;d 4"stone SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 18 STANDARD 687.30 682.52-15" 682.52-15" In ONG SIZE A SCALE NTS SHEET I OF I DWG NO. 7001-110-065 REV 9 ......... .. . .. screw type ........ ..... existing line new manhole b 3-5 ft. eAsting line 681 .90- 15" adjustable valve box 361 min, base section 681.90-8" 681.90-15" < LJ 12 DE V) z C� location marker F 12$) STANDARD 687.35 682.01 -8" 682.01 -8" 1 LLJ C:) stone valve megalugged I S ry 0 megalug to main LLJ G 12" STANDARD 684.20 682.25-8" 682.25-8" Ld U ,-megalug -7- (1) LL_ •SOLID 689.50 683.60-15" 683.60-15" repair 4# H bi coupling g: 7 3000 PSI CONCRETE AT 28 4� � 1 81P K W10<101< tM 683.97-15" 0 C 01 1 SOLID 691.35 0 l.0 6" stone bedding DAY BREAK WITH A SLUMP 683.97-10 683.97- 15?) 4# OF 3" ± 1 " AND 4-6% AE. thrust block181 to 24• secflon of fine to be removed CRACK CONTROL JOINTS 684 24-8" )"x 8"x 16" solid block J 12$* SOLID 689.25 684.24- 10" (for valves 12" and larger) SHALL BE SPACED EVERY 10'. 684.24-8" CUT IN 4" VDOT #21 B K 1 2$p SOLID 687.60 685. 11 -8" 685. 11 -8" Note: this detail is also 31 used for butterfly valves AGGREGATE COMPACTED Drawing FOR I' OJOI 0 0 TO 95% STANDARD DEPTH= 6" 9 Number: GATE VALVE PROCTOR DENSITY 18" STANDARD 695.00 684.45-15" 684.45 - 15" Figure 8 NEWMANHOLE ON EXISTING LINE PAVED FLUME DETAIL .4 a Figure 14 ALL ROOF DRAINAGE BASINS SHALL BE NYLOPLAST 102- NOT TO SCALE n STRUCTURES OR APPROVED EQUAL. C-15 ink mr, -n7_n.,;_nA..v; C0 CONC. PAVEMENT SEE EXPANSION JOINT SEAL DETAIL ON THIS SHEET WWF HOLD BACK 2" FROM JOINT II BUTT JOINT `- 1 " DIAMETER, 18" LONG DOWEL SPACE 12" CENTER TO CENTER. ONE END PAINTED AND OILED. CONSTRUCTION JOINT DETAIL NOT TO SCALE REFER TO PLAN SEE PLANS (min. 1%) ' d .A• L7" CONCRETE SLAB ® 4000 PSI W/ #4 BARS 0 16" O.0 EA. WAY COMPACTED TO 95% PROCTOR DENSITY 6" CRUSHED AGGREGATE (VDOT 21B) COMPACT SUBGRADE TO 100% PROCTOR DENSITY HEAVY DUTY CONCRETE PAVEMENT �c TRUCK DOLLY SECTION NOT TO SCALE 2" ASPHALTIC CONCRETE (VDOT SM-28) L��yy�������������������������������������t�FAF -4" ASPHALTIC CONCRETE (VDOT BM-2) -8" CRUSHED AGGREGATE (VDOT 21B) COMPACTED TO 95% STANDARD PROCTOR DENSITY SUBGRADE COMPACTED TO 100% STANDARD PROCTOR DENSITY. TYPICAL HEAVY DUTY PAVEMENT SECTION FOR TRUCK PARKING NOT TO SCALE 1.5" ASPHALTIC CONCRETE (VDOT SM-213) 2" ASPHALTIC CONCRETE �(VDOT IM-1 B) 6" CRUSHED AGGREGATE (VDOT 21 B) COMPACTED TO 95% STANDARD PROCTOR DENSITY. SUBGRADE COMPACTED TO 100% STANDARD PROCTOR DENSITY. TYPICAL STANDARD DUTY PAVEMENT SECTION FOR AUTO PARKING NOT TO SCALE ST'D VDOT 21-B 3REGATE SURFACE, MPACTED TO 95% �NDARD PROCTOR DENSITY. 4" -RDC (ROCK -DIRT COMBINATION), COMPACTED TO 100% STANDARD PROCTOR DENSITY. -- GRADE, COMPACTED TO 100% STANDARD PROCTOR DENSITY. TYPICAL GRAVEL PAVEMENT SECTION FIRE/EMERGENCY VEHICLE NOT TO SCALE FACE OF BUILDING SAWED JOINTS 1 5 (I YF'. t�E I WEEK SAWED JOINTS) u O� V / 1001 z O --1 � J Qo Lo W W o0 L l 00 120' MAX. DOWELED C.J. (RI IINi rnNITPnI I(llt\ITC1 DOWELED C.J. JOINT LAYOUT DETAIL NOT TO SCALE 3/4" r- (MIN) �-- PAVEMENT SURFACE • POURED 4� JOINT SEALER SEPARATING TAPE 3/4" NON -EXTRUDING (MIN) JT FILLER EXPANSION JOINT DETAIL NOT TO SCALE CG-6 4" I 2" Radius 'f 4II 4 M `Q . • . A� e 4. A da. Id y % The bottom of the curb and This area may be 6" 2'-0' gutter may be constructed concrete Qt the option parallel to the slope of sub - of the cohtr6L`ti eurfac• course® prl a minimum depth of 7" is maintained. This curb is to be used when design speed is 40 MPH or less on rural Note: Comb. curb &gutter having a radius o1 300 highways and 45 MPH or less in ft. or less (along face of curb) shall be paid for as developed urban and suburban areas. radial combination curb & gutter. This item may be precast or cast in place. Concrete to be Class A3 if cast in place, 4000 PSI if precast. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT of TRANSPORTATION SAWED JOINT FILLED WITH POURED JOINT SEAL N SAWED JOINT DETAIL NOT TO SCALE IfELEVATION = 684.00 AT EDGE OF BUILDING HEAVY DUTY CONCRETE PAVEMENT ELEVATION 683.40 HEAVY DUN ASPHALT PAVEMENT ELEVATION = 681.90 1.0 % 2.0 % --- 60,0 75.0' TYPICAL TRUCK DOCK SECTION SCALE: 1 " = 20' FILL WITH GROUT AND CROWN TOP- 6" DIA. SCHEDULE 40 STEEL PIPE PAINTED YELLOW - 18" DIA. CONCRETE ENCASEMENT TYPICAL BOLLARD DETAIL NOT TO SCALE 12" 10 ■ AL 4,5" 4" CONCRETE SIDEWALK, 3,000 P.S.I., 28-DAY COMPRESSIVE STRENGTH (4" MAX. SLUMP, 4%-6% A.E.) EXPANSION 6" VARIES VQOT JOINT CG-6 1.5" REVERSED GUTTER PAN TO �� .25" PER 1' MATCH PAVEMENT SLOPE 1 " „ WHERE SHOWN +.. .o.1 ... ' •. a \ 6" X 6" W.W.M. 4" VDOT #57 AGG. BASE SIDEWALK DETAIL ALONG CURB AND GUTTER PERMISSIBLE 3'- " JOINT CONSTRUCTION MIN. STD. CG-2 S. 12:1 MAX. 48:1 MAX. # 5 DQWELS, 8- LONG OR CG-B O 12 C-C 20: �M PERMISSIBLE. = SLOPE 10.,1 CONSTRUCTIC14 JOINT B ^� B MAXIMUM ' r SECTION A -A s' on I— . 1 24SECTION B-B A 4• SQUARE LANDING 41� f{ TRUNCATED DOMES T��� ELWAY HuaiBE PROVIDED. TANGENT PLAN 4 tP ROSSWALK CROSSWALK CROSSWALK 4 � rl ,. V MIN TYPICAL PLACEMENT DIAGONAL VARIATION TYPICAL PLACEMENT 5' MIN ,Q:1 MA I. AT INTERSECTION O 10:1 MAX) AT INTERSECTION WITHIN CROSSWALK ALTERATIONS WITHIN CROSSWALK (WITH BUFFER STRIP M TYPE A (PERPENDICULAR) APPLICATION I 3/8" DIA. THIS DESIGN TO BE USED FOR CONSTRUCTION THTAT INCORPORATES WIDER SIDEWALK. LANDIN( L (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NFI CONSTRUCTION, 6 FEET FOR ALTERATIONS. I --I 1----7/8" DIA. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL TRUNCATED DOME SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL DETAIL TRUNCATED DOME OTHTER HE TYPES PE OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED 2 3/8" C-C O O O IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). O 0. O O 0 0 O O 0 O 0 0 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 40 TO 0 O O O O 0 O O 0 O 0 O 0 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS Al 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5. REQUIRED BARS ARE TO BE N0. 5 X 8' PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP V 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". S. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT I O O O 0 0 O 0 O O O 0 O O 0 0 o FOR CURB/CURB AND GUTTER. O O O O O O O O O O O O O O O -N 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 0 O O O O O O O O O 0 0 0 O 0 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE Y^ BE PROVIOED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY 0 0 0 0 O O 0 0 0 0 O O 0 0 O FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. Ti MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALXS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, 0 O O 0 O 0 0 0 O O 0 0 0 0 0 AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE 1 VARIABLE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPARIMENTS. l 3' MINIMUM 9• RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED r PAY LIMITSWITHIN THE LIMITS OF THE CROSSWALK. DETECTABLE WARNING 10. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED DETAIL TO 7". CO-12 DECTABLE WARNING SURFACE SPECIFICATION REFERENCE EV.3/03 TYPE A (PERPENDICULAR) APPLICATION 505 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. AT THE BEGINNING AND END OF THE FIRE LANE. THE SIGN SHALL HAVE A SINGLE HEADED ARROW POINTING IN THE DIRECTION THE REGULATION IS IN EFFECT. THE INTERMEDIATE SIGNS SHALL HAVE DOUBLE HEADED ARROWS POINTING IN BOTH DIRECTIONS. 2. THE MAXIMUM SPACING OF THE SIGNS SHALL BE 100', CONTINGENT UPON TRAFFIC ENGINEERING'S REVIEW AND REPORT. 3. THE SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30' NOR MORE THAN 45' WITH THE CURB OR LINE OF TRAFFIC FLOW. 4. THE CLEARANCE TO THE BOTTOM OF THE SIGN SHALL BE 7 FEET. THERE SHALL BE NO OTHER SIGNS ATTACHED TO THE SIGN OR SIGN POLE, 5. THE SIGN PLATE SHALL BE A MINIMUM OF 12" X 18" WITH A THICKNESS OF 0.80". 6. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED REFLECTIVE LEGEND. USE THE STANDARD MUTCD RS-31. SIGN DETAIL N.T.S. O I N NOT TO SCALE PROVIDE PAINTED SYMBOL IN ALL HANnIr.APPED PARKING STALLS INDICATED DLAN, PAINT 3'-0"X3'-O" BLUE :KGROUND WITH 3" WHITE BORDER QUIRED BY LOCAL H.C. CODE. NIDE PAINT STRIPE, TRAFFIC WHITE 1V HANDICAPPED USE SYMBOL NOT TO SCALE PRIME COAT BUILDING FACE OR LANDSCAPED AREA TRIAD ENGINEERING, Www.triaden .com I 0 0 0 O E E S c o o EE O .> cg cg cg $ m � CCU[ p Y p Y O = Q O n Ea 0 0 0 D REMOVE EXIST. ASPHALT PAVEMENT (SAW CUT) NEW PAVEMENT 24" MIN.TACK COAT z r- EXISTING PAVEMENT I/ BASE COURSE //7�/7/lT� I SUB GRADE INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE HANDICAP USE SIGN rr T'. (2) COATS 4" WIDE PAINT PLC N STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. N'�j IEEE PLAN 8' HANDICAPPED PARKING STALLS NOTE: SIGN TO BE PER LOCAL HANDICAPPED REQUIREMENTS. VERIFY WITH CITY SIZE & SHAPE 0 cD va 0 Q N r to \ y 0 0 o C 0 U (!1 g Y L p 0 • U Z Z r ^" o > z V N N Z F- a N C04 CID OS W?>�20 its � Q O = - 5 o2to1c �aZzrr 3:Q WZ0Wi 1 UCnI-w CL Z En V 0 _ o U- pZf W tw'a Z zg ° Z�z W 3ul Dem� � LLJ a U Q W Cf) x Q U Z_ F- LTH pl,� U DENNIE D. DUNLAP III No. 035809 �`SIIOIVAL S� ti WHITE LETTERS & SYMBOL �ON BLUE BACKGROUND J U V) Q Q -METAL SIGN, BOLT TO [L PIPE COLUMN Q (D-i> Z Q zQ -�_ I� W SPACCESTO BE DISPNOTEDEONATHE Z Q SITE PLAN. I- =) U 3" DIA, PIPE COL. W/ (2) COATS ENAMEL (WHITE) Q D Q EMBED. 18 INTO CONC. Li = U 0::Z -GRADE Q U O O W ,:. U V \ 8" DIA. X 24" DEEP CONC. ~ FOOTING W O =0 Z U L, PROVIDE SIGN @ ALL HANDICAPPED Z PARKING STALLS INDICATED ON SITE - NOT TO SCALE 12" MIN. PARKING ONLY VAN ACCESSIBLE PLAN AND FURTHER AS REQUIRED BY A.D.A. ACCESSIBILITY GUIDELINES FOUND IN APPENDIX A OF PART 36 FOR THE STANDARDS FOR ACCESSIBLE DESIGN Drawing PUBLISHED BY THE DEPARTMENT OF JUSTICE, (1991) Number: HANDICAPPED USE SIGN c _ '� NOT TO SCALE 6 1 Job No.:07-03-04 EROSION CONTROL NOTES: TEMPORARY SEEDING 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE WITH THE PLANTING DATES: SPECIES APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED SEPT. 1 - FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) TO STANDARDS AND SPECIFICATIONS OF VIRGINIA EROSION AND SEDIMENT CONTROL CEREAL (WINTER) RYE (SECALE CEREALE) HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. 3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE, FEB. 16 - APR. 30 ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 4, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, R€LQGAT€D WHEN ANP A5 N€g€55ARY AND SHALL- DE CHECKED AFTER EVERY RAINFALL. MAY � - AUG. �1 GERMAN MILLET (SETARIA ITALIGA) SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND PERMANENT SEEDING MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. 7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 11. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 12, STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 13. 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 MAY 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 BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION, E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D. MULCH - CHOPPED STRAW AT RATE OF 2 TON PER ACRE AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30 BALES PER ACRE. LEGEND N0. TITLE KEY SYMBOL -] [;.02 TEMPORARY STONE CONSTRUCTION ENTRANCE C E K 3.03 STABILZATIOINN ROAD -- 3.05 SILT FENCE S F X X-X STORM DRAIN 3.07 INLET PROTECTION 3.09 TEMPORARY DIVERSION DIKE O D D 3.14 rTEMPORARY SEDIMENTMPO BASIN S B .18 OUTLET PROTECTION 3N O P [3.29] SURFACE ROUGHENING 3.36 SOIL STABILIZATION BLANKETS & MATTINGTREE BEM °0L"`�.. or 3.38 AND PROTECTION ON 3.39 DUST CONTROL pC --�- NOTES: CONTRACTOR SHALL INSTALL,ND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL FEATURES IN ACCORDANCE WITH FREDERICK COUNTY AND THE COMMONWEALTH OF VIRGINIA REQUIREMENTS. RATE IN LBS. PER ACRE 50 -100 Ibs. / acre 50% 50% 60 - 100lbs. / acre 100% 501btI: acre 100% MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 Ibs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 Ibs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 37. SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3: 1) 150 Ibs. / acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 137. CROWNVETCH**** 14% ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. **** IF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED, WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC WIRE SCREEN FILTERED WATER OVERFLOW RUNOFF _ - ■ WATER '••'• WITH SEDIMENT ..... .... .......... DROP INLET WITH GATE SEDIMENT ; SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC 4.5' Trip, Compacted Soil PLATE 3.09-1 0 DOZER TREADS CREATE - GROOVES PERPENDICULAR TO THE SLOPE. SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 i 1=:ACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE ?F THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS, CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE. E TREATMENT FILL SLOP SOURCE: VA. DSWC GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER * 12" RUNOFF WATER WIRE MESH FILTERED WATER • o e 4 R a o d I I • a SEDIMENT �IIII D. AA a CONCRETE GUTTER 12' CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PLATE. 3.07-3 SOURCE: VA. DSWC PLATE. 3.29-3 CONSTRUCTION OF A SIL T FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW %1111 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. r G FLOW ,04 lei EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. DUST CONTROL MEASURES THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES IN ADDITION TO CHI F OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO C , i -ROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SPALL BE USED WHEN FOUND NECESSARY: (CHOOSE 1 METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL. / AC.) ANIONIC ASPHALT 7:1 COARSE 1200 LATEX 12.5:1 FINE 235 RESIN -IN -WATER 4:1 FINE 300 S T ONE CONSTRUCTION ENTRANCE 70' MIN. FILTER CLOTH 6" MINI A I SIDE ELEVATION GROUND 70' MIN. B 1 r--WASHRACK (OPTIONAL) 12' MIN. �VDOT #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION \ POSITIVE DRAINAGE TO SEDIMENT TRAPPING B DEVICE PLAN VIEW JCI.I IUIN H-H SECTION B-B EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) PLATE 3.07-6 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 SOURCE; ADAPTED from 1983 Maryedlmen Maryland Standards for Soil erasion and Sf Control, and Va. DSWC Plate 3.02-1 Sherwood k flyer L :ql TRIAD ENGINEERING, INC. wwwAriaden .com 0 � rn 0 N 0 E 0 E E E c 0 0 0 m o o ~ ° z" �r o a C C C a 0 'o 0 m C C C C 0 8 0 a a � q O m o C C C -1 O O O N Try V a T__ o N V M y o N c N a O o 4--o c hi 0 oC) o En V Z Z C7 r f�^ coo z V N N _3 CC �(N I JZ(D�r* --N>Z� Uj pF-j ZjEw WC)zU-)= F-a!-�:zQ Z0 Q a Q oe_0 z LIJ O LC I V C7 H- W p> „O za.z Q o° J5Q Z aw �® CWi Z m F- O O �0n�w wcnMrnX Z0 = W olS W U o O Q U w= W �LO �Uj mc� a f- Q U) F: 0 w� S Q z Z � 01.,TH op O � UDENNIE D. DUNIM III - No. 035809 S� /b Ap J Q Q L _ CL Q (� Z J U) � _Q ?- W J 0 Z i- W L_ L i z W ry cd Z �U� U W Q � co � LL U Z Drawing Number: 1 7 Job No.:07-03-04 X END -SECTION 12"- 60" PIPE Hub end on outlet end -sections Spigot end on inlet end -sections Bar or steel fabric -B Slo Pe D SECTION X-X X E Concrete to be 4000 PSI Min. E -I END VIEW END -SECTION DIMENSIONS DIAM. A B C D E n 12 n 4 2r-0n r 2-0 n r 4-0 n r 2-0 " 15„ 6„ 2'-31$ 1 r_9" 4r_0rr 2'-6„ rr 18 n 9 r 2 n - 3 r 1- n 9 r 4 » - 0 r 3-0 r , n 24 rr 9 1 2 / r 3 " - 7 r 2 " - 6 , 6 n - 1 r 4 n -0 30" 1'-0" 4'-6" 1'-7 3/4 " 6'-1 3/4 " 5-0" 36" 1'-3" 5-3" 2'-10 3/4 " 8'-1 3/4 " 6'-0" 42" 1'-9" 5-3" 2'-11" 8'-2" 6'-6" 48" 2r-0" 6'-0" 2'-2" 8'-2" 71-0rr 54" 2'-3" 5-5" 2'-9 1 /4 " 8'-2 1 /4 " 7'4" 60" 2'-11" 5-0" 3'-3" 8'-3" 8'-0" Should,, SLOPE DETAIL ALTERNATE END -SECTION 12"- 60" PIPE 3' 1 Slope Steel fabric reinforcement A D _I SECTION X-X ES---1 E Concrete to be 4000 PSI Min. �--- E -� END VIEW END -SECTION DIMENSIONS DIAM. A B C D E 12" 4" 2'-0" 4'-l" 6'-1" 2'-0" 15" 6" 2'-3" 3'-10" 8'-i" 2'-6" 18" 9" 3'-10" 6'-1" 3'-0" n 21 n 9 2'- 11" 30-2- 6-1 3-6 24^ 10" 3 7 2 -8" 6'-3" 4'-0" 27 n 10 1 2 4-0 " 2-1 1 2 6-1 1/2 " " 30" 1'-0" 4'-6" 1'-7 3/4 " 6'-1 3 4 " 5'-0" 33" V-1 1 2" 4'-10 1 2" S-3 1/4 " 8'-1 3/4 - 5'-6" 36" V-3" 5'-3" 2'-10 3/4 " 8'-1 3/4 " 6'-0" 42" 1'-9" 5-3" 2'-11" 8'-2" 6'-6" 48" 2'-0" 6'-0" 2'-2. 8'-2" 7'-0" 54" 2'-3" 5'-5" 2'-11 8'-4 " 7'-6" 60" 2'-6" 5-0" S-3" 8'-3" 8'-0" NOTE: Pipe lengths shown on plans are based on End -Section design, shown on left. If the contractor elects to use the alternate design shown on the right, lengths will be reduced by the difference in dimension "ID". FLARED END -SECTIONS FOR CO"C_'RETE PIPE CULVERTS VIRGINIA DEPARTNAI_:NT of TRANSPORTATICI PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINFD ;HANNEL L a 0 70 - ► d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3d o (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL v i. d SECTION A -A 7- FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 INTERNATIONAL SOCIETY OF ARBORICULTURE CHANNEL INSTALLATION NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IE NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. A B C CRITICAL POINTS A: OVERLAPS AND SEAMS A B. PROJECTED WATER LINE D C C. CHANNEL BOTTOM/SIDE SLOPE VERTICES J Y Y ` Y Y Y Y ` Y `Y 6 Y Y ,�♦� .�J. S'. Y` 5 \' Y Y` Y� Y` Y Y Y Y` � Y V �� 1 J i) Y ( l �♦ Y w '1 ` Y Y .r ` �Y w • Y V W Y ♦ Y W Y 1 I 1 -- Y Y Y 1 1 -I� `. I 1 Y+Y 7 \\ 1 + 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2" FOR C350 MATTING). 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH A' TER STAPLING. NORTH AMERICAN 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711 USA 1-800-.772-2040 CANADA 1-800-448-2040 GREEN INTERNATIONAL. SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE PAIGN, IL 61821 217 355-9411 21 355-9516 FAX DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT AND LEADERS BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. MARK THE NORTH SIDE OF THE THE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK M LCH RING SET TOP OF ROOT SAL, FLUSH TO 1800 M B FT.) DIAM. FLARE IS NOT VISIBLE SHALL BE REJECTED. MIN. DO NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 MM (1-2 IN.) 400 MM 8 .) DI/(M. PREFERRED BALL WITH SOIL. HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) 100 MM 4 IN.) HIGH EARTH SAUCER 50 MM (2 IN DO NO PLACE ',�, BEYOND DGE OF ROOT BALL. , , , , , AMULCH. ,',',',' MULCH INN CO ACT WITH TREE TRUNK.}REMOVE MAINTAIN THE MULCH WEED -FREE FOR , , , , , , , , , , , , , , , , ALL TWINE, ROPE AND WIRE, AND ' , , , } , > > T ' BURLAP FROM TOP HALF OF ROOT BALL A MINIMUM OF THREE YEARS AFTER , """" '' """" "' PLANTING. , ,,,, , 'rt'i IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED NOTE: FOR DIMENSIONS OF OR TAMPED SOIL. PLANTING AREAS TYPES OF SOIL AMENDMENTS 0k SOIL REPLACEMENT, "SOIL TAMP SOIL AROUND ROOT BALL SEE IMPROVEMENT DETAILS." SO THAT FIRMLYPRESSUSHIFT. FOOT NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. NAG P30ON (SEE DETAIL THIS SHEET) EL.=681.80 EL.=683.00 1,2' �3:1 SIDE SLOPES 30' ----I EMERGENCY SPILLWAY SECTION NOT TO SCALE SEDIMENT BASIN TO DETENTION BASIN CONVERSION NOTES: SEDIMENT BASIN OUTLET STRUCTURE IS DESIGNED SO THAT IT CAN BE CONVERTED, IN PLACE, TO THE CONFIGURATION REQUIRED FOR THE STORMWATER DETENTION BASIN STRUCTURE. THE FOLLOWING ITEMS NEED TO BE ADDRESSED TO COMPLETE THE CONVERSION: 1. REMOVE PERFORATED POLYETHYLENE TUBING. 2. PLUG 5" DEWATERING ORIFICE. 3. SAWCUT & REMOVE TOP 0.75' OF CMP RISER STRUCTURE. 4. INSTALL REQUIRED ORIFICE AT ELEVATION SHOWN: - 10" DIAMETER ORIFICE AT EL. 679.10 NOTE: THERE ARE (3; 1.=1=tiOPOSED OUTLET PIPES FROM THE STORM -WATER MANAGEMENT E ASIN. ONLY THE PIPE SLOPED AT 2.50 % SHALL HAVE THE OUTLET STRUCTI "!E INSTALLED. THE OTHER TWO PIPES SLOPED AT 0.50% WILL HrNVL THE UPSTREAM END PLUGGED UNTIL CONSTRUCTION IS COMPLETE, AT WHICH TIME THE PLUGS SHALL BE REMOVED. 6" PERFORATED POLYETHYLENE TUBING Top of Dry Storage 681.75 Top of Wet Storage 680.55 Contractor to ensure precast structure is adequately anchored to footer. 100 yr. 682.64 10 yr. 681.60 2 yr. 680.20 1 yr. 680.00 POLYETHYLENE CAP ANTI -VORTEX COLLAR WITH TRASH RACK 3' Diameter CMP Riser >\ Structure 5" Dewatering Orifice Inv. = 679.60 18" CMP p0 2.50% Inv. 679.10 e a : d CO�CfltE;T.E4F0OjE`�t ' w 6" VDOT #57 Stone I_ g, SEDIMENT BASIN Not to Scale 10" Orifice Inv. 679.10 Bottom of basin = 678.: Contractor to ensure precast structure is adequately anchored to footer. ANTI -VORTEX COLLAR WITH TRASH RACK 681.00 T Diameter CMP Riser Structure Inv. 679.10 18" CMP @ 2,50% G 4v COf�iCIRET.E4F.00aTE'2- 6" VDOT ' #57 Stone 8' DETENTION BASIN Not to Scale el. 683.00 < emerge illwa_y el. 681.80 el. 683.00 emergen y s iillway _ el. 681.80 M:ql TRIAD ENGINEERING, INC www.triadena.com o 0 0 \ rn \ N 0 \ 0 w \ .S ID E 9 E .1 0 ID 11.> U U 8 D o v U 0 8 cg c ro ° a E E ° 0 0 0 $ Of W c ¢ o o N U o M J \ cV 04 0 C o I a U o a� 0 0 O z o v v c N 0 0 U (n 0 d V c Q c .�c o co 0 � U U Z Q Z > Z r �0% O N V Z (D r J _j Fx c0 �N0E * ZU J)-Zp >Z oLS Z a -' W o mCD 0 O 0 m 0 0 r` - LL (0 2 cn W ZNU 0LdW0 u_xcaZ0 W W o �L 4, < x " gym a �¢ Cnti 0 WU) x Q ca z TH op � u DENNIE D. DUNLAP UP - No. 035809 A. �67ONAL U � L< <a _D Z Q �(nz Q p O LL Z Z � Q U :2�LY_ W 0:�0o W U W I-- � 0 LL L,J ly- U O Z � L.� U Vuu 86 Ld Drawing Number: C�18 Job No.:07-03-0433 T PROJECT LOCATION FREDERICK COUNTY 0 pia V I R G I N I A OWNER: Fort Collier Group 6231 Leesburg Pike — Suite 61'00 Falls Church, VA 22044 Phone: (703:)237-2570 SITE PLAN ,4 for � MANUFACTUa'7'ING FACILIT FORT COLLIER INDUSTRIAL PARK STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TRIAD PROJECT NUMBER 07-03-0433 INDEX OF SHEETS DESCRIPTION SHEET NO. COVERSHEET ........................... C -1 ♦.............................................. NOTES & LEGEND...............♦..................,...♦...........................C-2 EXISTING- SITE CONDITIONS .. ♦ ♦ .. ♦................................... ♦ ....... C - 3 SITEPLAN ♦♦♦♦.♦♦♦♦♦♦••♦.♦♦♦.♦.♦♦.♦♦.•♦•♦♦♦♦••♦♦♦.♦♦.♦♦♦♦♦♦......♦......♦•............♦C 4 UTILITY PLAN .......................♦.....................•... ♦..........••.........C-5 GRADING- and E&SC PLAN....................................................C-6 LANDSCAPE PLAN .................................................................. C-7 SIGNAGE AND PAVEMENT STRIPING- PLAN ♦..♦♦♦♦..♦♦•••♦•♦♦•.♦♦.♦♦♦C-8 12" WATERLINE PLAN & PROFILE . • ....... ♦ ..............................0 - 9 8" WATERLINE PLAN & PROFILE . • • ......... ♦ ....................... ♦ .....0 -10 10" WATERLINE PLAN & PROFILE ..... ♦ .... ♦ ............. ♦ ...............0 —11 STORM SEWER PROFILES...................................................... C —1 2 SIGHT DISTANCE PLAN & PROFILE ♦ ♦ .......... ♦ . o ...... ♦ ... .......... ♦C —13 SIGHT DISTANCE PLAN & PROFILE ...................................... C —14 FCSA. & MISC. DRAINAGE DETAILS ...... ♦ ................. ♦ .......... ♦ ...0 -15 CONSTRUCTION NOTES & DETAILS.. ♦ .. .... ♦ ... ♦ ................ ♦ . • ....C-16 E&SC NOTES AND DETAILS ................................................... C-17 E&SC DETAILS ........................................................................ C-13 LTH 0 O � v DENNIE D. DUNLAP III > No. 085809 ee: • 'ter � .- �-,•�,•.•:�' ♦ 'CC ;... . p �c*,'�� `w, / � fit,►,©fG► �. , . " ."' �o� c� �''�, •�,,� Apo oo�, �«�� ...,. E SCE^G� �© �F�': o •.,. •••.��,,,, `'•• ���• _ -I VICINITY MAP i " = 1000, Revisions per Frederick County Sanitation comments - 11/21/03 Revisions =er Frederick County review comments - 12/19/03 Revisions per Frederick County review comments — 01/16/04 Revisions per VDOT review comments — 02/06/04 f; ail B':. ae., q,y: ry.• APPROVAL Pam lljal'�A' FREDERICK COUNTY ZONING ADMINISTRATOR Date *SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL *SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL a sENGINEERING, I www.triadeng.com CIVIL DESIGN GROUP 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office@)triad—winc.com 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: office@triadengineering.net GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES: EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or backfill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 3 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. 4. Materials used to construct embankment for any purpose, backfill around drainage structures or in utility trenches or any other depression requiring fill or backfill shall be compacted in strict accordance with the requirements outlined in the Geotechnical Report. All materials proposed for use as fill shoil be approved by the geotechnical engineer prior to placement as controlled fill, and representative samples shall be obtained one week prior to placement of that material to allow time for completion of the necessary laboratory tests. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. All fill material compacted by heavy compaction equipment shall be placed in maximum 12-inch loose lifts. All fill material compacted by hand -operated tampers or light compaction equipment shall be placed in maximum 6-inch loose lifts. 6. Fill material placed below and extending ten(10) feet beyond the foundations for the structure shall be compacted to at least 100 percent of the laboratory maximum dry density as determined by the Standard Proctor method (ASTM D 698). Fill placed within the top one (1) foot of pavement subgrade areas shall also be compacted to 100 percent of the maximum dry density as determined by ASTM D 698. Fill placed below the top one (1) foot of pavement subgrade areas shall be compacted to not less than 95 percent of the maximum dry density as determined by ASTM D 698. The moisture content of the soils shall be at or within three (3) percentage points of the optimum moisture content. 7. Field density tests shall be performed in accordance with ASTMD 2922 (nuclear method). A minimum of three field density tests shall be performed for each lift of fill placed or a minimum of every 2,500 square feet of fill placed to confirm the required soil compaction. Trench backfill sha!I be tested at a frequency of not less than one test per lift per 250 lineal feet of trench. 8. Compaction tests for street pavement structure shall be made in cut and fill areas at the minimum frequencies prescribed by VDOT. 9. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrade on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated and replaced with suitable material as directed by the Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted subgrade free of organic matter. Base course aggregate shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing or planned VDOT right of way shall conform to the latest editions of the Virginia Department of Highways Road and Bridge Specifications and Standards and Virginia E & SC Regulations. VDOT GENERAL NOTES: 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. 3. When working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 2001 (or latest edition of) Road and (Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Sec. 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. ECSA CONSTRUCTION NOTES: 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require: 1) the frarr::; and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover k be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar to be between 18 and 21 inches; and 4) all components of the meter box assern",ly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and materials to make the tap. b. The developer/contractor must: (1) make application for the tap; (2) pay deposit (before work begins); (3) make the location of the tap; (4) make final payment when the work is completed. 6. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An Application for service must be made and fees paid before work will begin. b) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. c) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d) The Authority will install all sewer laterals. 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly must meet ASSE standard No. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. FREDERICK COUNTY INSPECTIONS DEPARTMENT NOTES: 1. Buildings shall comply with The Virginia Uniform Statewide Building Code and Sections 306, Use Group F (Factory and Industrial) of the International Building Code/2000. Other Code that applies is CABO All 7.1-98 Accessible and Usable Buildings and Facilities. Since this project will be permitted prior to October 1, 2004, the 1996 BOCA National Building Code may be used. 2. The underground fuel tank shall comply with the Virginia Uniform Statewide Building code, Section 312, use Group U (utility and misc.) of the BOCA National Building Code/1996 and NFPA 30. 3. The sidewalk for the handicap accessible route shall slope less than 1' in 20' at elevation changes or shall be designed and permitted as a ramp per CABO Al 17.1-98. 4. Design Professional lic. in VA shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this type of structure. (soils, concrete, steel etc.) ABBREVIATIONS LEGEND ML:q1J1 TRIAD ENGINEERING, INC www,triaden .com ARCH. ARCHITECT EXISTING PROPOSED m 0 C/L OR CL CENTERLINE o CL. CLASS N N C/OUT OR C/O CLEAN OUT CONC. CONCRETE ROADS E GG CURB & GUTTER D.I.P. DUCTILE IRON PIPE E E E DIA. DIAMETER ROAD CENTERLINE 3 9 m E.P. EDGE OF PAVEMENT EL. ELEVATION ° CURB a = f a ESMT. EASEMENT C 0 �y U U U U EW EXISTING WATER EX. EXISTING CURB TAPER F.E. FOUNDATION ELEVATION CL F.E.S. FLARED END SECTION - SIDEWALKS H 0 F.F. FINISHED FLOOR F.H. FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL HEAVY DUTY ASPHALT PAVEMENT GM GAS LINE MARKER G.V. GATE VALVE HORIZ. HORIZONTAL :.:.; .Q" HEAVY DUTY CONCRETE I NV. INVERT o N � IRS IRON ROD SET o o LAT. LATERAL ' ::` o '' :•:;::� STANDARD DUTY ASPHALT PAVEMENT LT. LEFT o N M/H MANHOLE o a) °c 0 MIN. MINIMUM NE NORTH EAST GRAVEL PAVEMENT o CD O U NW NORTH WEST °- P.C. POINT OF CURVE P.I. POINT OF INTERSECTION STRIPED AREA o P.T. POINT OF TANGENT Q °' PVC POLYVINYL CHLORIDE V) ° PVI POINT OF VERTICAL INTERSECTION o �' PVT POINT OF VERTICAL TANGENT R RADIUS BUILDINGS ! 1 R.D. ROOF DRAIN Z RT. RIGHT Z SAN. SEW. or S SANITARY SEWER _X x FENCE SEW. SEWER �� ^^re o > Z STD, STANDARD DECIDUOUS TREE V N 04 N STM. SEW. STORM SEWER 0 , SE SOUTH EAST ...®wN� o7wU)Q� SW SOUTH WEST +� CONIFEROUS TREE > N E Z 0 a S/W SIDEWALK "'\ � o Z g a Z6 -a z a S.F, SQUARE FEET CONIFEROUS SHRUB („L) o o' ; V c� o0 a STR. STRUCTURE F- > o O T.B. TOP OF BANK Q o J = TPD TRIPS PER DAY --- PROPERTY LINE ®fr%o 0 to 0 W O �m U/G UNDERGROUND o W o u_ 06 ZUJ L VERT. VERTICAL `� v 0 u " W/L WATERLINE C STORM SEWER _Z 0 _ X-ING CROSSING oUJ r LO m <t CL 2900 ---2sav--- INDEX CONTOUR Ua U) U -- -2898 ---- -asp® INTERMEDIATE CONTOUR Z 2876.3 x SPOT ELEVATION .zsss. ss-� LIMITS OF CLEARING AND/OR GRADING GENERAL SITE PLAN NOTES: 1. Tax Map No. 54-((A))-36A & 36B 2, Magisterial District: Stonewall 3. Zoning: M-1 4. Contract Owner/Developer: Fort Collier Group, L.C. 6231 Leesburg Pike, Suite 600 Falls Church, VA 22044 5. Site area: 24.51 acres 6. Use: - Existing: Vacant - Proposed: Manufacturing - Manufacturing: 231,200 sq. ft. - Office, contractor pick-up area, etc.: 25,200 sq. ft. 7. Building setback limits: Required: - Front = 75' - Side = 25' - Rear = 75' Provided: - Front = 104.23' - Side = 269.55' - Rear = 398.26' 8. Maximum floor area ratio (FAR): 1.0 - FAR = 256,400 sq, ft. / 24,51 acres = 0.1699 9. Parking analysis: Required: - 3 spaces per each 4 employees - Total number of employees = 450 (future projection) - 450 employees * 0.75 = 338 required spaces - 8 handicap spaces (1 van accessible) Provided: - 339 proposed spaces (including 8 handicap spaces) 10. Loading spaces: Required: - 1 per each 40,000 sq. ft. of floor area - (256,400 sq. ft.) / (40,000 sq, ft.) = 7 req'd spaces Provided: - 28 spaces at least 12' wide x 45' long 11. Landscaping analysis: See calculations on sheet C-7. 12. Building height(s): - Maximum height allowed in M1 Zoning District = 35' - Manufacturing Facility height = 32' GENERAL SITE PLAN NOTES CON'T: 13. Survey information: - Boundary information was taken from a "Final Subdivision Plat of a Portion of Fort Collier Group, L.C. Lot 33-Fort Collier Industrial Park" prepared by Greenway Engineering, dated August 4, 2003. The plat has not been recorded at this time. - Topography shown hereon was taken from City of Winchester Topography, Aerial photos were taken in March, 2001. 14. Trip Generation Data: - Avg. weekday 2-way volume = 945 (ITE 6th edition, 1997) 15. All dimensions are to face of curb or face of building unless otherwise specified. 16. All proposed curb radii are to be 5' unless otherwise specified. 17. Provide handicap accessible route from handicap CG-12A to handicap parking stalls. 18, Handicap signs shall be placed at all handicap parking spaces, per ADA standards. 19, Refer to architectural plans for exact building dimensions. 20. Contractor shall provide proper fire lone signage and marking to meet the requirements of the governing Fire Marshal's office and the Frederick County code. 21. All future signs shall be permitted through and approved by the Department of Building Inspections prior to installation. 22, There are no outdoor storage or recreational areas proposed with this facility. 23. All outdoor lighting fixtures shall be directed to prevent glare on adjacent properties. 24. Sign permitting will be issued under a separate submission. 25, The property lies outside the 100-year floodplain based on NAD27 data. 26. Confederate Drive shall not be used for access during or after the construction process. 27. A category 'C' zoning buffer is required along the eastern property line between the subject site (zoned M-1) and the residential subdivision (zoned RP) to the east. This 100' buffer consists of both a 75' inactive & 25' active buffer, and an earthen berm, which is a height of at least 6' (see sheet C-6). The required landscape screen contains a double row of a mixture of deciduous and evergreen plant species (see sheet C-7). 28. The historical marker depicted on the site plan adjacent to Fort Collier Road honors Mr. Russell Hastings, a gentleman who was wounded during the Civil War. Due to limited access to the monument, a further description is not available. �1M a U 34mrr- 00002 U DENNIE D. DUNLA.P III No. 035809 4 ONAL'O WQ' f_ J U CY Q Q Ll- IZ Q (� J ZQ :D ~ Z �Q0 U Z Q U LLJ O 0 LLJ U LAJ V) Li LLJ ry U Z 0 Z ♦d V W 0 W O Z Drawing Number: - - _ -- _ ► _ - _ I I _ ;/ !'`/� ,'' NOTE: BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A PLAT ENTITLED "FINAL GM ' \ INV.=699.05 `� I i / / /:?.. `� / SUBDIVISION PLAT OF A PORTION OF FORT _ _ - - '' COLLIER GROUP, L.C. LOT 33-FORT COLLIER I7 7 I ll J \ - i �= INDUSTRIAL PARK PREPARED BY GREENWAY - i, ENGINEERING DATED AUGUST 4, 2003. THE FORT COLLIER R&D - VA RT. 1 ZZ E P. �j / ! G V / PLAT WAS RECORDED ON NOVEMBER 6, 2003. 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INV.-Fad0.24 i N o NC Poo 1-1 Cn 1 n / II/ - ---- ----._-----. -- _ _7---� I I I I I 18"HEARCLLW/ „ - ----- ---- __"-- �{ ___-_-- / 1 I J I� 18" RCP I 12 W - _ -12" W -(-{ __-- / 1 \ \ RIP -RAP LINED - - - �- - - - INV.=680.23 EMERGENCY CURVE DELTA ANGLE \RA`DJ,US ARC LENGTH TANGENT CHORD BEARING CHORD LENGTH ='73'39'48" ` 60.00' _- - 77.1.4' 44.94' S 40' 3°40" E 71,94' C2 17' 17'49" 530.00' 160.00'`' •� 80.61 ' S 68'24'40' E C3 11'42'33" 480.00' 98.09' N 53'28'28" W 97.92'._, C4 106' 17'31 " 225,94' 419.15' 301.43' ` N- G6'10'59" W 361.58' ' C5 50'21'32" 250.00' 228,52' 122.23' N 21'46'59 `E- 221.24' .0 Q) U RIP -RAP SPILLWAY v J / Z EX. 20' W/L ESMT. TO`^B EX. SAN. MH _ REMOVED �` / _ - _ - / / \ \ I I I TOP=680.71 INV. IN=675.99 12" PVC / \v\ -0�\ / FORT ---% / / INV. OUT=675.79(12" PVC) COLUU 0 tJ p, LC . � \ \ I I EX. SAN. M H TOP=681.96__- 3 6 B4-ilINV IN 675 \ 44(\12„ ,.. ,\5 4 PVC) / / �-'INV. OUT-675.2 ( 2 PVC) � 24`!D1 A ,- �� I � , I -T-- EX. 20' SAN. SEWER ESMT. C` FORT COLLIER GROUP, LC. \ / , - _ -, 1 ! / / / - / I IIEX. 20' RESIDUE OF ZONED: 5 M 1((A))-36A } /'USE: VACANT j c) 7',--�GAS ESMT. 766/73 y EX. , , 0 I 1 \\• \\Ln C:P/ G.V. TOPS 6Fi1 �06 I I I f / I I ILn / INV. IN=674.58(12" PVC) I-.+ INV. OUT=674.38(12" PVC)GM I-.�,� ,,; 1 \ � •. �- / /� EX. 20' SAN. SEWER ESMT. _ ! ! I � 1 \ ..` -- -- -•� I � / � - - -' ____,., Sao EX.�rAN. MH - -I- -- - - - - SOP=680.12 INV. IN=673.56,12''�_PVC) I 1 INV. OUT=673-.35(12" PVC) N = 71 18889.9212 ABOVE GROUND E - 11584090.1045 0 / EX. SAN. H / J ! GAS STORAGE I EX, 20 SAN. �' / TOP=6 .73 I / TANK GM EX. SAN. MH \>. �1 1 \� // EX. SAN. MH SEWER ESMT.-.-ESC• SAN. MH / / / 1=672.30(12" P ) ! / FENCE - ' D:. \ 1 ,. "� TO' � __._ __-- GM� - - - - - TOP=678.65 - x \ TOP=678.80 r" // // INV. OUT=672.10(12 PV ( ) 1 1 INV. IN=670.34(12" PVC) _ INV. IN=671 ,48(12 INVG) / ____ ___ ---- GM / x�_, ,_.. _ ._w -�---- INV. IN=669.84 8' PVC 1 11 1 1 _ INV. OUT=671 31-(12' PVC) / ;� ____---- - _ A INV. IN 669.70(12 PVC) 1 I ► INV. OUT=670.14(12 PVC) -- ./ COMMON INV. OUT=669.60(8" PVC) / 1 1 I J _ - - G --- - - �- - _ - �� _ .- - .� / BATTLEFIELD 1 _ _ _ - - -_ - - - - - r' - - - - - - �' - - DIVISION -- -- _.�-- --•'-•----� . 1 1 62. - _ �Q Q � 9 8 / / / TM-54J-((1)) 3- 28A / /I US COMMON A C I S A S 12 W I C i n ZONED: RP \ 1 71 17976�1 / 76 I \ 6\ 15-83370.7399 _ _ n I !�7 1 c: C ru' -+ m I C I cn s I m -' = r' -cn 1: z / USE: DUPLEX RESIDENTIAL' I 658/562 I f -- ' C I c� cCi; D I -+ r rn -' I I z I c� 1=- o I z I o rfi < rn m/ 578/222 C - m I ?1 I C7 c n cn C �(j p m 0 CI < -I I Cn < C N rn p I / f l - I frl I p ? 0 C N P { U C b N (n m I U, U z C7 cn _0 ➢ cn o 'z N �,. - C cn < U O` I J r I m I➢ p �m I o I cn C �, CN I'Z C m O Z I �r{Z^ I J O- N Pm 00`-�11 r�Izl�➢ I co C N o c_ N I' r I fn r i' p I a99 X p I C C N D rn O I co i7 O c rn rn m - n x rrl �- r m 7� r z oo rn ' / \ Ncn� D �rO z �rz ( car I xm^m < Co f*� I I m . I x �7> c7 �< rn C I CD 0 O I' J r OZ L' N Tl zi x m^ D m Z^ \ C7v I /N .. m I \ �� I \ X 0 CI N d r(.. i IN �'' z � ✓ r� \ cn O I z O I frTl Z TI I x t 1. rn \ C7 >c m r r I co �7 �. 07 N z I r� z \ C `. rCrl U : rn I I m Yj I N� Z7 ITl - r z c �, x m.. �7 p N .. ( O p 14 U-I C7 I o LJ - N N z U I , f" Zc �1 �rn I C ^ \ C �C I �-I I Cn �..vCO I cI U � i rn m� f. - N � c7W CTl N m� I C N M �Z I N Ln I z N (n C 0Ca I t m 0^ (n \ I Cn rn m C 07 m (n r (!) U C a i (n p W ITI N C T) W f l oG m I Z I- xi I I O I fT N I C o c a I I x ^_ N- +_. co m I cn I s p cn r� c� I I I m N r 1 ! \ ^ I �7 -I C14 1 �, M-M m -W.1.n fTl 'O Ca -i -P [n -p W m I m m N r.. I w ITt 0 I 1 rn r z N� .. � rr I rr, 70 I ��� n n r l7 j��f t�rT t �' �� Z Np r�1-i Urn Z c" I M N r I Z N� I Z I � r I i n N �I I N�� � C7 P cn q I p C7 car I rn N cn I Z N� cA - N --I LO cn I D I � can Z � r I D O'/ n � I D n y rn W �1 Z rn ? W -i I D_ 1 D I r I I D D n r y I r I rn N z D/ i I -y D , D � CO D s0 O 50 SCALE: 1 "-50' 100 150 Q z 1 z 8 N N 0� N WN(I * C1)UW> _>,>¢ -a z ���� Xg� oZ 0 H z c u- 0 0 �> -v CQj 0-WZCL f�w >Ir M6 W CO ocnl;E U_cngcn C7 = o Z o U_ * ots W z� �r J CL H < cq� Wcl) v z o UDENNIE D. DUNLAP III No. 035809 2 Ab % 1' I-- V) Y Z U cz 0 Li. n Q F-- 0 -� > 0 Z <t Z ry � F- 0 F- U)� 0 p 0 LL_ZU Ld Z r - < L.LJ tJ') L.J w 0 nw 0 F U Q� Z LLJ � LA_ i- = 0 V) Z z W Drawing Number: C- 3 Jo.:07-03-( 100' 100, 200' TURNING LANE I I 200' TAPER \ , i TRIAD ENGINEERING, INC / PAINTED ISLAND PAINTED ISLAND -'� \ L — / / / / www•triaden .com o _ N � N -'�-FORT �9�iER ROAD — VA RT. 1322 �' — ---- — N --_—__ —__ N — ---- ---- ___----- --- --- E.P. ��_(60' R.O.W.) - - - -------P — N E.P. 25' PARKI G SETBACK h rr CIVIL WAR \ \ \ o R 35' R 35' HISTORICAL MARKER - rj-'� 7fr -- -- --- G- C - / TI20I I I 21 151 13 12 \ \ i 3 ' �'�cu „ b C m / GCG-6R G-6R cD i Q• CD Cp E -U -- - - U -Oill 12 14--- NO 0 0 0 coco co \ \ \ ` m U v v v 0v v 50' ACCESS \ \\ \ /Q . �•/ \ I 112 14 I I I10I I EASEMENT R 200 R 10' cq to 9 CG-6 8 CG-6 CG-6 CG-6 L \ \ 18 11141 Y , 7is. y �+ �- ,rys; d« ; ;,i: r ';� �" •ti ,'' y �' .,�.� �' 't.:,,w ti'C; a y . �i' ' • {' \ O / jk• > F d'. r' rw a,G4'S,a`ry� ryl �4i. "� +'r � �1''� r t I l / I / / v`Ta `� i'![•�I' •M!,N' 4 •k ,i;'r.4 k r F'r: h"'M�. <-.tr .'A,:,t+,',.',eq'j•7 + o u Px Y A �� r� o 0 5' SIDEWALK (TYP.) car,\ ++ `� o �j ,1 PICNIC 40.00' G\CN o I �n I I / AREA + \ u, ` N c r• \ o II c I R 180' �4 'x w... rn O y r! t'y p N G ' 10' SIDEWALK o b a' s �rKc 9a 26/ N\ \\ \�� .. R 20' fit: 1 h i • X'?.r{ F{1 % it I ' I R 44' W,',t ,;yy Z:+'::;. t,,"�c:,,'f.., .. !. : &6a`�' . >•.. ..o-,?.,. tt`.,h; 6' HIGH SOLID OPAQUE ` � WOOD FENCE \ +` o R 22' 361.33' 681.21 ' OUTDOOR I +\ I r \+ o -c J I \ \ FLAMMABLE l \\ I 1 +\ STORAGE I \\\ I ++\ 1 1 \ \ \ 8' OVERHEAD DOOR ml O , . *L . I \\ I I \\ Lq C�3� °Y .04 CH k5 I\+ I \\ N o' 6 CA U W Q 1 r Z J 4 1 DUMPSTERS I U O > \1� \ O \ \C} COMPACTOR _ C",".. I I ++ 1 +\ W zo •3 U °zs O w ` \ 70\ 4 \\ \ N - - t �. , .., - 2' CURB CUT I I \�\ I \\ Q o ° Z¢ U � . \ PROPOSED MANUFACTU ING FACILITY ! ,;., I , Z; o W m \ \�� 256,400 SF I I \, � � o W w Lcr f /) LL a \� h 1 1 r r I I \\\ z N Z O= Z_ 1 \ 12 X 14 DRIVE-IN _ ;: W ,It o - m G.C. ti. - Z CURB CUT I I \I+ °- W N PICK-UP `� N ' z 3 TRUCK DOCKS I I I \ CONCRETE DOLLY STRIP 2' CURB CUT op 20' X 14' 2 TRUCK DOCKS 20 TRUCK DOCKS DRIVE-1 I I I O 2 � 1 1 \ �;'�% ,t w ' n ;{•,L>v r sa •;,7 � I I UDENNIE D. DUNLAP III m r F- 5 z o. 03t 809 {2 1 N ` •T •/r "t' •fir' r'4'. ✓. r�.' �1� Y• .t2 1 I k V I 3 .y 4 `r. 1 ^r f 1� r F•. VN\ .f• , 1� F I a� '.s•6 0 I t: I " T i� \ rr s r AA .i, rti • i• i J • A ' f•,',' K •Ty.. x 1 \ rl r f .t d e. x' i m � i •r •rti •i S _N( •'X 1' •YMx . 1 '• t yjiid� lt 41 1 -� • N L I i 1 I ,r ! I �' 4 I \ 'i• �•/ S 's C�-•''a, R R 1 = r r• .." � _ 50 rn 5 , R R I Y R' •' •4 . 1 I it R2 5 2 Pp��•'RB T I \ �•r• e• _ VlJ CU R \15' \ R 15' cp R 35' _ I � `I R 301- \ \ -6R U I I J I \ Q �° R 50' U� \\ GATE W/ KNOX BOX 2' CURB CUT R 1001 DIESEL I I j U / \ cy- OR APPROVED EQUAL VV CG-6 FUEL TANK I I < R 25' I I I a \ R 100 2 CURB CUT U> \ \ R 15 I I Z Q _ R 50' \ PROPANE � I- - -� 6'R 1 \ �6'SECURITY CHAIN TANK C° 25'ACTIVEBUFFER--------�----- 1 :D JIM \ \ LINK FENCE - - - - - 1 (n Z \ \ _ ----- ----- --- 75'INACTIVEBUFFER U Q 2 CURB CUT __-- _-- O a - I L� Z U \--_ _ - 1-- _ ------------------- _------ - -- 100'ZONINGBUFFER, LLi - -----_ _ _------- CATEGORY "C" WITH I Z U FULL SCREENING r Q W r n -- MATCH LINE -r_ 1 12 1------------------ I W V d J t� I I I I R428'LLJ U LLJ � I Iw (J I � R450'Elf 1 _- -- --- -- ---I --- —I-- -- -- ,""""'-\ ') � Li i W If i / ( I R476' -_ --- -- -7 I i i 'i W LO Lj/ V R I ' I I , i ; i I Drawing MATCH LINE - SEE LEFT N b 50 0 80 100 IN SCALE: 1 "-30' um er. ,5o c 4 a N NOTES: \ I /iGM 1. /1 J.__ - �- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - �- -- -- -- -- -- � I r_ - _ � ��. �--�- - - ._ E.P.--' ��/ / G.V. 3. �� ___ --- --- E-P---------_-_--_- ------ ___ _ __ E.PL- 12"x12"x8"TEE WATER LINE _ �/ GM / \` 4' E 0' - - - - ;F VT G.V. I T (SEE NOTE 06, - - � - - - - - - - GM x - GAS ESMT. j - - - -AGM 1-8"G.V. (EX.)�,I THIS SHEET) - - �,1 �/ �. 450 BE 450 BEND / MGM STR I I I I 3 I I I I �10 I ' INS LLJ / ( I X C I N I n o wQ I r 1 I � I GAS I / ► ' - METER 1 ---�� 1 STR #2 12 W - 1 45° BEND (CONNECTION POINT TO EX. 12 W/L) \ \ FES 8" R.D. 526.95 LF -15" \ \ ` HDPE ROOF \ , / DRAIN @ 0.74% � \ , 1 \ 8" R.D. fo EX �•� \\ G.V. ► 8" R.D. 1 \1 , 15" R.D. Iw o 11 #2� �► I `I " WET TAP / Y FCSA---, 1 ► EX. SAN. MH TOP=678.65 INV. IN=669.84(8" PVC) INV. IN=669.70(12" PVC) INV. OUT=669.60(8" PVC) -53.66 LF-10" HDPE ROOF DRAIN @ 0.50% SAN. MH-1 (CUT -IN) TOP=682.65 (WATERTIGHT) INV. IN=673.85 (6") INV. IN=672.87 (12") INV. OUT=672.85 (12") 5. / \ GM \� 6. Contractor is responsible for verifying the location of all existing utilities prior to construction. contact Miss Utility of Virginia at least forty-eight (48) hours prior to any excavation. All proposed utilities to be located underground. Coordinate all utility connection locations for the proposed building with the architectural/mechanical drawings. Though not depicted hereon, all existing waterline pipelines and fittings between the new aanneetian points shall be removed. Waterline installation and temporary valve isolations shall be closely coordinated with FCSA inspector. A double check valve backflow prevention assembly is to be installed on the fire and domestic lines) entering the building. The assembly will be mounted inside the building, therefore a remote readout is required. Contractor shall verify depth of existing 8" waterline to edge of proposed parking lot. If it is deemed that a minimum cover of 3' cannot be provided with the finished grades, then those sections of pipe affected \ ` must be lowered. If mimimum cover will be provided \ in its current location, then only the length of pipe \ required to tie-in from the new 12"x12"x8" tee will \ be replaced. Coordinate field explorations w/ FCSA. 7. Gas meter and pipeline locations shall be coordinated with the Mechanical drawings and Shenandoah Gas (contact: Dave Reichert, 540.686.7911). \ \ 8. "Lighting plan", including foot-candle readings and a detail of the pole, fixture, and base to be provided \ \ by the architect and approved by the Frederick County staff. moo\ \ I I \ \I \I \-- EX. SAN. MH I TOP=680.71 INV. IN=675.99(12" PVC) INV. OUT=675.79(12" PVC) II EX. SAN. MH TOP=681.96 INV. IN=675.44(1 2" PVC) IINV. OUT=675.24(1 2" PVC) ;�'-- EX. 20' SAN. SEWER ESMT. I II .I I I LX, Sr',Iw. MH TOP=681.06 INV. IN=674.58(12" PVC) INV. 0UT=674.38(12" PVC) N I I I I I L EX. 20' SAN. I I I SEWER ESMT. I I EX. SAN. MH I I I TOP=680.12 (NEW TOP=682.88) INV. IN=673.56(12" PVC) INV. OUT=673.35(12" PVC) I I I I I I I I I I I I I I I I ABOVE GROUND I I I / EX. SAN. MH GAS STORAGE EX. 20 SAN. / / TOP=683.73 TANK SEWER ESMT. EX. SAN. MH / FENCE _ \ ► EX. SAN. MH TOP=680.74 / INV. OUT=6 2.10( PVC) - GM�- 1 1 TOP=678.80 INV. IN=671.48(12" PVC) / // / INV. OUT=672.10(12" PVC)_ - - - ___ - - - x J xGM -- _ x_ INV. IN=670.34(12" PVC) - GM 1 ► INV. OUT=670.14(12" PVC) INV`OUT=671 ,31(12 PVC) - - / ( _ x 11 �- -- - - - -- - - - -- -- - - - - --- - ___-___ --_---l-- -- ---�---1--I-------- /- � . ', NOTE: SEE SHEET C-15 FOR ROOF LEADER BASIN CHART. I I I I I I I I I I I I / � 60 O 50 100 150 ML:11 TRIAD ENGINEERING, INC 0 0 E 3 o � 0l O 0 O N N N oCD U o c Ih O I f\ o O III -d ci U -O to c U o 0 -7 U Q) U U Z V � N Z 0 W N �ft�¢_ LLJ 0 z z0 LLJ o Q o 0 r�^^�QLLJ V0V)r LLJ to ZOU � 0 LLB 3 in a W U) Z O U O W LL O z LLT >g Z Wz w 22 0-�z O z w a <� Z � � O M U5 C Z W ¢U) �m W -� wU) x U Z LTH pp� UDENNIE D. DUNLAP III No. 035809 �� 2A./v`f�1 SIONAL I- J � U Iz n Q C�_J> Z <C F- V) Z Q00 L� Z U ..z ry U W - W O III`-) WUW 0 W LJLJ U 0 Z 9 Drawing Number: C-5 4o.:07-03-( SCALE: 1 "s50' LEGEND NO I TITLE KEY I SYMBOL 3.02 ENT ANR�I NONE CE .03 STABILLIIZATIONN ROAD F 3.05 SILT FENCE 3.07 STORM DRAIN INLET PROTECTION I OF 1 3.08 CULVPROTERT INLET CIP 3.09 9DNERSITEMPOIODIKE (F DDTEM O RARY .13 3SEDIMENT TRAP ST F14 TEMPORARY SEDIMENT BASIN S B 3.18 OUTLET PROTECTION OPFoe I NAG NORTH AMERICAN GREEN FLEXIBLE CHANNEL LINER 1. Refer to sheets C-16 & C-17 for erosion and sediment control details. 2. Maximum slope across handicapped parking and unloading shall not exceed 2%. 3. Though not depicted, limits of disturbance shall be the extents of all grading operations and/or the property boundary. The estimated disturbed area for this project is 22 acres. / 100 LF-12" RCP`C oIII ) ` 12" CMP STM. SEW. @ 1.00 /° -� INV.=699.05�: r / / ----- - -\`` -- -- -- -- -- -- - -- -- -- - - -�- -- ----- -- -- �`----//:•'�r%'I' r TRIAD ENGINEERING, INC. _ IMi.=699�J0 -- %`- i _ - �.-� / / /1 ( / www.tri( 7p0___ BLOCK AND ABANDON -=------------- ---- ---- - = ---- _- -_ _�- \ % 6g8 -EXISTING12"CMP-- III CIP r ,, r i --- ---------�= / /��/ j N INV.=698.00 ;700 ---- --� - ---- ---- ------------------------ ------ ---- -- =�`- - i'� J E \` T/ m T/C 3.03 / T/C=9�.83 ` T C 9TJ6 / ' J E o E E c T/C=97.22 2 CMP 700 T/C=00• ♦/ T/C=98.1 6ss T/C=95.8 CIVIL WAR � T/C=91.49 � / \ / / 688 /C= 8.18 INV.=697.82 >o d? -102 700 I HI T MART / ,f_ - - r.�.__. I C=98.32 /T C= _ �T/C= 9.59 T/C=98.27 %f/C=96 'eTC3 96.34-\ T/C 03 6 , - /C- ,O - I 4.99 - + i /C 95. 9 96 T -97.92 TIC=98.06 O T/ - o - 6g� T/C-98.01 T/C=97.87 I T/C 95.33 7/C=95.25/ / = G , ;,, \ 98,71 T/C= O T/C=99.27 T/C=91.43 __ _ / / 698 99.83 01 0 • 1 T/C-98.36 O T/C-96.99 O� / T/C=94.99 T/C= 1.33 g96 / T/C=96.9�2 T/C=97.06 T/C=98.66 io O Cp ( T/C=�4.41 I /C=91.41 �T/c= SF / i �- � � •� T/C=�4.971 \ T/C= T/ _ T/ 2 T/C=38.36 �\ T/C=96.B5 i /C=94.13 \ 91.13 / -9 2=g 98.49 99. 8 , ( - - T/C= T C 8., 7 T C 1 09 / / I °a °a ° /CT9�78�11/G- T/C- I gg 9 T/C- _ 6 9 .7 T/C= / T / / I I o T/C=94.90 Tl =9 .1 T/G= 97.9 -9 97.9 T/C= _ T/C=94. s 1 1 flTI97.89 g9$I I I // 1 90 73 990 7 1-03 0 /' '` / / / / / 0 a m 694 98.58 1 H 90.g / / I 9 T/C =96.66 TIC=96 46 T/C= ` /C=97.67 T/C- T/C=97.32 T/C=96.39 / T/C=96.58 /T1C=93.8 , T/C=93.87 �T/C/=91.43 T/C=90.6/69 T/C=97.91/ T/C=97.70 4 97.96 97.81 I / T/C=94.14 T/C=95.89 T/C=95.9 T/C=97.69 �� T/C=97.42 T/C- 5.81 T/G=95.71 � o��` � T/C=91.43 T/C= OD ;c; 694 T/C=94.24 t '� T/G=95.68 T/C=95.8 6+9 \., T/C=97.64 9Fj T/C45.74 T/C=95.50 T/C=93.2/ T/C=92. / 90.48 I / rn T/C=94.17 \6 f �` �` �` - k�`T 6 h. / 1 T/C-94.2 IP .�' S�13 w' 07 T/ = 7.1 - S R / S R IP S YR T/C= l / " =93.43 4 9 M `^ 90.44 =92.7 =93.30- �?e a;.r:.. ri' :a.sb`.�FiK:J' . , :.. ,', . s l :,,c,•u-yr �:. ',� •� ° < '3 >.S`!_ •:.1' 'ss x- ,,. ,e. . a h , x ° :,y., .$..,,• rs , .<. N : pt. •�tr ;fi `�v� ^�jNa`W.,,;',r. •tih,.:'•.v /�„. , 'iy`r:�;�t ' .'��e ' ,i;i • - "1.�'�`r �. .. •y � 1 I 9 •• � � '�' ` �"�`;� '� ;�' �•� �s �, 95.24 / T/C=9298 '`fyC=92.7T/C=92.3 T/C 93.57 /C 96.42 5.48 IP T/C=92.58 ;, = T/C=95.60 �Tlic o11/C= I T/C=92.6 T/C= T/C=91• - / 0P .= 3.�5 o i / 2 \ III I I 6 r T/C=92.54 22 5 3 / \ \ O _ -' I I 1 I 1 \ \ N c a IIIi #3 6 p;.)�, FF8. 0 - °' I 1YC=91.65 IP f- tR^✓ :; i 69� F I I =91.96 INV.=683.05 I TIC =-9 1 I T/C=90.93 I I I I c I � 690 / I I 1 pip STR-T/C=90.54 I x go I I #2 1P 690 69 p�0 , T/C- \ --- ` 1 / T/0=88.00 T/C=87.4,K 89.75 / \ I / �o / / \ • \ co Dh FES #3 ` INV.=684.33 / 45 6�8 \ p T/j- T/C- TIC--87.9 87:'16-- `87.31 .16 1 \ `T/C 86.78 \ \ \ \ T/C; \ ES #2 V 1 \ I V.=679.61 1 I \ � �\ a / N } / J / / I r I1 1 a, r % cf 1 \ 1 F \ \ T/C 80.90 ='��T/C=87.09 - T/C=87.00 .09 T/C--86.93 TIC= T/C 87.33 87•91 l T C= cIP r 83.39 82.11 82,28 \ 83 0 T/C= 83.5 C= 81.97 \\ .90 1'\ - v'� I , --- -;- - --1, FES #1-- V.=678.70 MATCH LINE N T/C \ \ 79.27 / ! " " 42X 29CMP I � INV.=675.54 \ O 1 o 1 1- I 4 2„ZQ C M P INV.=675.5� I I ' 1 Iilly-_- \so _ --------- - ' T/C 79.37 I 1 � '•f 42 X 29" CMP INV. = 675.10 ' II �I 42" X 29" CMP I INV.=675,07 , I MATC (Do T/C= ( xt o ---- - __- .. _- 86.59 % E.P.= / / / I , Z \ / 87.06SF z / I Z N� � >JL> LLJ _Q O E Z I , �0 Z c f- � � Z ---PROPOSED MANUFACTURING FACILITY( _ _ - _ -� , - Z cb , ,. 7 - 0�`� 0 Za 256, 400 Sr- , Z W3>w Q Z� i 6 W ocaFF - 688.00 / :< I ocnr"w u_��cn T/C=87.68 / \ / i / N I I N = c(°u ° O °� W T/C=87.85� ; - = - - - - to 1 UCl) LLJ Of z m UJ E.P.=84.40 co U) T/C=87.85 / T/C=82.25 ,87.68 / NAG I - -- -- /C=84.33 / T/C /83.83 / _ -._ - __ INV.=680.00 (2) =84.00 INV.= �p,1'TH OF - Tl 679.75 ( -� / / / l CIP �- T? ., : 'A C' - •q ` •1 " is ,.t I".,.` f'- ,F f r K -SL OP I �`' i n M1 I "F. T C 4 33 / `r O r^ U a U III A / DENNIE D. D NLAP ' I' •'t n f , i. "r•' '3' m T C T/C / a-. i ,S F 0 03580 i / - 4 'r� = 8 5 I o _ •i. �S. d ;r ,M1 i n .! .� I e +! .,. ^ fig. • -- o- _ T - 4.0 a C 8 _ > c J" .5 I Q _ ^f •i. 686 I j. "'k Y !- / • c T'' _ E�"� r l TR 7� s: S - .� � �' • ; STR 'Y 11 S / u ..%T " 1' ✓i Y,. - V' I . - E 5 ',e #1 DOUBLE 5 8 C 0 �' c s a :'; �: JT / N L _ - A •L / / '•1 • I x, :.� `� NAG ".t. I - 22 T 8 . 3 STM. SEW. 1. a l2� 00 / - _ T/C-83.73 ®T/C=84.00 `- T/C- / E•P,= E.P.=Z I / IP IP 83.73 E.P.= 684 T/C= i' 1 83.40 83.40 83.40 \ % 82.71 T/C= �'� _ - 846"/ T/C=82.20 T/C=82.49 = �- $� a ; T/C- �N T/C=82.82 82 89 / _ C= T/e=82.42 - -82.62-� CY T/C=82.29 i - T/C=82.31 682 ` - - NAG / / Q Q TIC=82.23 E.P.=81.90 T/C= / E.P.=81.90 / T/C=82.49 NAG j - / - - , - - 5-- 682 682 82.23 = / / =81.90 T/C=.82.48 / ' 680 680 �/C=8zs5 - I OOP OP OP - " 1203 LF PAVED CONIC. / OP 680 / Q o FLUME @ 0.12% FES #8 / / SF , Z _ FES #7 SEE DETAIL SHEET C-16 / / / INV.=679.40 SF O - 1 iy > FES #4 INV-ff770 SB ( ) _ x x/___^___ x aD - - - -_ / x Z roo EMERGENCY I IN V.= t1.60 690 692 , CO SP/ILLWAY J G-682 / O P 682 ' 694 I Q Q O NAG / BASIN RISER 684 680 684 690 r'-�" / 694 I Li Z U CI (SEE DETAIL SHEET C-18) 682 680 688 6 686 688 690 692 SF I Y 684 j 690 - 6 684 688 • ' 686 / ! _..r� x f -- --'- __ .._ ' 684 40 LF - 18" CMP STM. SF _ .��_ x •------..-- x •--7---- x / _»� - - J W 682 �82 j __ ---CIP SEW.@1�00^ % _X x---i x - �----- --- --- 6Qa� O INV.=679.10(1-18") _ -.. - --- 680 - _------E'_; x- _--------'�i--- ----- U LJ --- INV.=678.50(2-18")----------------H'--- �x----x-----x_ - - INV.=682.00 /+ - /' / x x l/ I--- � - - - - - - _ --- Li x - y -- // / / / LL.I DSF x. x - = Q:� ( INV.= TRIPLE 30 LF - 18" CMP Z 1678,35(3) (1) @ 2.50% T/C= (2) @ 0.50% 79.57 i pU V d 86 I L e n Drawing Number: so 0 50 100 150 C1111111111111111111111111111116 NE - SEE LEFT / SCALE: 1 ••-moo• Job No.:07-03-0433 a. co 0 0 0 ia 9 - ------ \ � / � i / � / // �' � -- "'^� .� vti -,.-� '.�^ '-�- •"'�- vti v1 vti �ti �-� �ti — ^''ti, y� �, _ _ — — — — vti vti — Nti -� — Y� — -1 N� — v� — vt vim- _ vL N� yt _ — y� ._ _ vL _ NL y� ._ NL v� �, _. --�� \ Lul IT MH HHt ..v Foy , r,^ h>. .5.^�N- •.L&.,r,?,: .y4 e;?�%. .,t.i hM*.,- rC,'}:r.r , v` *' r '-ia anYc d`�>Y. . �.^.,,+r', '. ,yh' ,ri i; _ C�L4���_/�`t' _ �"C. -', .N�y.'N,�Mr 1.^n4.. ;9x:V'i-H-. t..w,TS �'• .•l'... � f41�,µ .�::^•-✓ �". T � ,,�, w'. ��..�.. "✓rc'>'� '"b.' >^S+; �'•.;,Gr, 2 !r'�,!''.vw xW: �^'" : "+�� ' - N•�,�8''r.;., "�Y� i'`y-^aj•>e. �< .�h7 Sn<r� �'%f «Y3�,".y a V"s r5:,y� Y x�'<nr.rit, „► ^. d � .�,... .. _..,e. / n r:�� G+<.'4, '1t�I� ;�',„ � '�'3.a�y <+b`eR'+. n � . 7�. Y �«%f �l +y ,+�'4� s � � �•" \ .v ., x x x x x x �k5,. nth'' .. .. €q:�;:w��'•a ;.t '—.;.� ..YG°P;yti'c �+� 4,.'+A- ,y •r, R�.n ............. ... ,:,5:-� y�,r,:• '�yP'''^��,'N ,tie.: I _ W� °w�ig`'�'r�' al�'�` �,;�44S�.S➢?r {.+:i`4f. �' �€'N:`,. ;"✓��h��A1r'�. �`r,��, I \ 10 0 .:, 0 0 (DO 0 1 \ 'f�; fir;• I \ , \PROPOSED MANUFACTURING FACILITY `F \ 256, 400 SF U I I k I d, \ U I 7\ \ x I I \ U I l � IS .�. ''x •i•.' ej' it U I 1 \ R 1 . ,f x +>Y r. r. rt r it ,+t,r 1 x U , 1 , , ,1 e — , 1 I 1 , I 1 rr f. s•. r. ,44 'C. 1 "•1 f Y.. Y .+ t. y" 'P I n„ ^ .S Y'M Y, W 7• +� 2 .1' . f ^f: y: ,F f , n� rf I ^ w �r i! x x x U •�i •s I` I x I I 100' ZONING BUFFER CATEGORY j r "C" WITH FULL SCREENING I k x x k (REFER TO SHEET C-6 FOR © LOCATION OF EARTHEN BERM) 26ACTIVEBUFFER____-------- — __—____-- -- —_—._--------------------- _ — 75'INACTIVEBUFFER ,_._--- ------ —� ___-__----- ______----- --- 09009oo0900000900900600' ____-------- oo o . • w 00�00� I 00 �__-------- �I 000000�0000�000900009oao9oaoo900008000080000800 soo0090000800 oono°Goo o8-0 --0 o--o9-o-- oo*_ 000�oo8 000000090 00000009000�oo�osooe oos 0000s000090 oo g0o0 0000800000090 40--- -- _ I i i I I I i i I CQ UANTITY PLANT 1VAM.E (LA TIN) PLAINT NAME (COMMONS ,SIZE7 ,SPA CING REMARKS 5.3 Titia cordata LittLeLecxf Linden 2-3" cal. per plan (20' typ.) B &c B 71 Ploctccnus acerifoliac London Plcxnetree 2-3" cal. per plan (20' typ.) B ac B 49 Pyrus ecalleryancc Aristocrat Pears 2-3" cal. per plan (20' typ.) B 8c B 198 Ilex X meser-ve Bute Holly 15"-18" per plan 78 Ace?- saccharurn Green, Mountain' `Green, Mountain,' Su ar Ma le 2.5" cat. per plan B mac• B 15,2 Pin us Strobes White Pine 4-5' tall per plan B B Double —shredded hardwood mulch 4"-6" deep ***mulch each tree individualt GENERAL LANDSCAPING NOTES: 1. Owner of property shall maintain required landscaping in good condition. 2. Specified plant species may be subject to sub— stitution with the requirement that newly selected species provide the same visual effect and meet with the approval of Frederick County Planning. 3. Perimeter landscaping calculation% Required: —1 tree per 2,000 sq, ft. of impervious area for first 100,000 sq. ft. of entire site —1 tree per 5,000 sq. ft. of impervious area over 100,000 sq. ft, —Total impervious area= 541,000 sq. ft. —Total required= 139 Provided: —139 shade trees 4. Interior landscaping calculations: M:ql L TRIAD ENGINEERING, INC. m E E C C 8 E E E a � � s � U U V m °m m m m a �a °o E c c c ° O ° O Required: —Minimum of 5% of interior portions of parking lots —Total parking area= 110,000 sq. ft. lk � '- N M d' —(0.05)(110,000)= 5,500 sq. ft. required 0 —No less than 1 tree for each 10 parking spaces o 0 U M —339 spaces/10= 34 required trees N N C O r- O a) Provided: o —7,200 sq. ft. of landscaped area (6.5%) 0 U 7) co —34 shade trees ti z y .0' ° `� U p � U 0— PROPOSED LITILELEAF LINDEN � —PROPOSED BLUE HOLLY —PROPOSED SUGAR MAPLE 0— PROPOSED WHITE PINE PROPOSED LONDON PLANETREE —PROPOSED ARISTOCRAT PEARS Is L < z >>-< C.� NN W _5 QCY z _ Ld N > � Q W *cl) —a U) Z E%� Q 0 Z CC �S - WoZ�� tl' _Q d� �a�z ZC� 3 Q °� p z w�;� o�za_ Zjo= �® _J�¢� W z W _ ~ U LL U) 0 Z O=zW W ZO LO 3: gym" LU cor QW � Q U Z_ F_ AOLTH 0 F D UDENNIE D. DUNLAP III No. /035809 2/io/�uIt '�w �A 101VAL S� J U C� <Q 0 J > _z <C �(/,z Qo0 LL_ z U z Q � U :2 J ry W ry 0 0 LLJUW I— (Y V LL_ L,J ry U z LA U c) 0 z Drawing Number: C-7 ***all areas that are not mulched shall be seeded or sodded with seasonal turf —type grass 50 O 50 SCALE: 1 "=50' 100 150 LEGEND i Y/4" SPACED W/24" I I / � / I I / � � � , r � HEAVY DUTY ASPHALT PAVEMENT* / 24' O.C. TYP STOP BAR _---�--- -- -- -- (-) -- -- -- -- - -- -- -- -- -- -� �- -- -- -- -- -- '� �'� ,� . ';%` HEAVY DUTY CONCRETE* _ — t STANDARD DUTY ASPHALT PAVEMENT* — — W/4" 4 — 1 W/24 — — — — — DY /�� S W/2411 r----------- ��� �� STRIPED AREA i /4" 4 — \ W/4„ ,, ■ YELLOW -PAINTED CURB FOR FIRE LANE DEMARCATION 8 i6P SIGN ` NEW PAVEMENT (SEE NOTES #2 & #3 BELOW) Y/4" 1. IT -F-t:. 1'. U ."i.: I *SEE DETAIL SHEET C-16 iV.T. W/411 r ' �4r 9� {dicky '`"X•//t'i'1�yi'"',�h". I 7 :, ki Ah"' ,�y CF;r :{• a ;.t. y..� 1?uf`r',�! 'iFir', f'47�Tkt��j , 1 / 1 "w.'d^'c"''l+.'Arf��r•,7:4`'..➢°.•X. .�.5!iq �,�.• s?; r`Pah'?rS�js, n�':'''Y�j,�i �b�'.. 1 1 t FIRE LANE SIGN LEGEND: 1 I t .. W/4" = Solid white line/width LANE W/24" = Solid white line/width SIGN `� \ ;T''' �.::F:� �`''"a••':" , DWL/4" = Dotted white line/width \ \ 1 \ 1 jY/4" = Solid yellow line/width DY/4" = Solid yellow double line/width PROPOSED MANUFACTURING FACILITY rr ?,,'.K:; s W14" \ 1 \ t (TYP:) I 1 256,400 SF I 1 \ tt W/41 I \ t FIRE W/4„ t LANE \ \ \ SIGN \ r r• ! 5 .,r• �, .. FrY . T f r� r Ft" 4 ! t ^s" « 11. b _ 1♦ !N :rr ' r%• ' f t « Y J' 1 4• .y. ••nR c 'Y' f ro 'r v h ' f.- n. �A _ A" •..'w A.. FD in _ i •r' s• e « ar• •r« '•4 'R' . r�' '•i• W/411 C, ' 7• FIRE LANE t :f/ YtT `A .,r SIGN •.i • V' • r. RE LA I y FINE \ \ STOP SIGN SIGN W/24" ----- __ •_ 1 STOP BAR / /�. W/24". , I / \ TOP BAR ' \ �� � 1 ' t I .t I I Y/4" SPACED-- 24' O.C. (TYP.) _ - - - - _ - ----- - - W/411 DWL/411 I 50 0 50 100 150 iiiiiiiii SCALE: 1 "-50' m:qlA TRIAD ENGINEERING, INC 0 a � 8 E E E E E v c°} 0 0 v O O O V m V V V C m e O U U U G 'C 'C 'C C li li Ls`. ` a a n E a ra w 0 0 0 0 I' '•I-I�I I I i � I 3 o � � n 0 0 00 I I U M N O O � N 0 N 0 II o°' O C U 0 cn C z LLJ W 0 D U cu 0 N N N O - (o co NLi CA t) i > of E Z Q '-4- o p J0Z `n ° I- z6�3 Q JDj �-0o 0 Q o J ' 'c w LL / C) W o LL .N2 (0 p z a z z � > Q U L.LJ CLzcnx O z Z nW z 00=0 �L) :ErAW o= 'ts W U' = Z IY = Q< CD u..l -� 1— Q W W T U Z *2 r_ ���,1•,TH pF� U �P' DENNIE D. DUNLAP III No . 035809 /� A V S I 0 N L A LL cl- Q 0 --> > --I--� za > ry Q LL_ p O u Q U < � J � �Jo 0-) rLI 0 LLJ w�LL Z U p CD Z LL_ � Drawing Number- 0 z CL 4o.:07-03-0433 q 0 0 0 N za a 1 tI �E eo ` 0FSq Fr2—�,\f�-`g `s ,�,�� � / `f��'=l�� �E ._— / oc� :.-l� 3�:.—k`.s k_a ` , - . 1i.�-- -Ry � / i � � � ., .`a. ,—,. ,I,1 •..�r F-R s , � � F_ M_ .- .2, ---'- -M I_�/� f Q . ;^' .,4 � (- , E \-r---2-2�.-yR -r . -�- I I � � �9�r P„ A1'.r�lIr_X ,�!.HV�'. �--- \ I/ 3;��I�,\: �a k:e.r 1 ���'<t•}`+�++55444 y��` � sI: {.y;. ufrk {d`.xl :jY� x Y(t.t y, µFid.,�,�-�,4 �- �- 4 4�' �� \_ O �..._- E >• k II II `► -IIo l II ,,:-A . ,y,,� >�t� r;�,'°L� ,Y2�� �k �� �-�2 �_ -�/ � �2 . I �mIIIIIIIIIII '-til�� �ix��� .i q+k '.x, .' �, '�--� \'\ •_ /_ k�✓x(��n.. II � II `. •�� \—� � �A'M'�t C. F\Y- y_— I / / I II `-�� � ' 1 I \ �� 2 I III I R. -� ,,` -. I \9�. � �.� I \J.� r IIIIIIII I I ld3 �-�t �111 l I�iIII 2p qZpFOV•-Rp IIII `/ �� �' II/ yTg I i� I I� IIIIII II�II II1IIIiI .2- . w -.��5k-„-_ ,- 0' 0T ` �Of-„ N OT.—.. - Xw` _ . -- -' -2- - --`\ -- -��.-- — -- - )-4, - -G _. —/ "�,qI_. -TV I T•/-G� I y2t '`� _.ft _.„—._y _ _ -g-F --, -/— CAI ow TRIAD ENGINEERING, INC. 100 Y N Q \ N N E E U E E LWZZ��cZQQai�mwc_Z�UZa�F_ �- Qa QQQ�_zUJa�QY',p��sn�Q>w ,s�vWaMIQ1c�O�rs R. OV. 001/ RapOIqF° 02�2 vv T0 NWoVED O�3�pOD , �v�J5oL 8ZQO� IM��JZoCJJ��F_0F/- � 9 ��_zQ�o2Q1 p ce Ot<d.JIciC=�c.In�� ,'(n ° _ 45- C 'WON > 0 0 CoIvI--,o uNcoN04 N CPO//yTFCiSON OTO NFolrONkt)20, OrNTTGM� -0 c: LO /t r2t U 101, c Pvc S4 ra���wC�rI)U pROpOSFwgTFR Fs zQ N N N > DMLJJ W ¢ZN W m U0 nZ� a�z0 Wo0�~,6oW O1- Z ® pWCmA^eWMMMMMMW N= CZ °ZUWW W SCALE: 1 "—SO' HORIZ. W:5. . 1 5 O 8 'O 15 M W W W cd co Cf a_co SCALE: '"-6' /ERT.ap N W Ln N N xN U- Xi Z H TIG GA E UDENNIE D. 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K MMMMMMMMM ■■■■u■am■■Mli■■■■■■■ ■■■ ■■M■■ F.E.S #7 TO STR. #9 F.E.S. #3 TO STR. #4 .•• 685 ..M■■■■■■■■ME■■■■■■■■MM�i■■■■■■■■■■■■M■■■■■.. • •• • • •• • • 10 • •• _ • - ■ L:11 I TRIAD ENGINEERING, INC. wwwAriadan .com 0 t o N 0 E E 0 0 0 U U U >O> >O> >O> p C O O O °a O �b �! .a c ppc c U U 8 C m y C3 U U Cl ��oom gggE 000° Of 3 o � N N .- 0 I O 0 W N U M '1 O N N C O ^� 11-1 O r e- `+-- 0 � C U to g 21 0) O V W U • U z Z C9 o z z (0 5 5 � LLJ N * W c >N i E Z W ¢ g S O >- >- oZ�U CL Wow 1 , a z O 0UmC¢7W �On�4-LLCono0�tmnW� 4 o LL�W0C0�7 4�zo <z U¢ 0 UjU) QZ LTH pF � v DENNIE D. DUNLAP III' No. 035809 2 /e /off, �SjpNAL ,t,1 W Q Q J 0 .J > 0 z < ., � CL H �,•� z Qp0 LL.zv W Q w V W W V) J W c) W N�� w� 0 v 0 F- F.E.S #8 TO STR. 10 z Drawing QO O 60 100 180 iiiia Number: SCALE: 1 "-50' HORIZ. 5 O •S 10 18 C - 12 MEMENEW SCALE: 1 ••_s• VERT. Job No.:07-03-0433 A I I I I I I I I i I I I I I 710 i I I I I I i 710 PROPOSEDI GRADE ._. Ln z�W mWoM 700 700 cn U) oil W a = 0 EXISTING o GRADE i 690 690 I I I I I I I I I I I I I I 680 I I I 680 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 QO O 50 100 150 SCALE: 1 "-30' mRIA L TRIAD ENGINEERING, INC. wwwAriaden .com m \ \ \ \ rn m 0 w E E s U U c � 0 S n ' c� pc pc p U U U 8 m p p 11 mp li li li j `o o a g E a 0 0 0 0 'm "m > N M Y 7 � M MO i O N O M O p N o I N c o II o °' - 4 0 c ai ° - o o 0 p U p 7) (n D Z O C W O 0 3 p C:) Cp U ) . Q Z_ C� Q o > Z O I mac ro N '0 > > _¢ - *--1F—Z0 W (n •W' N I OR f (� C)) W Z .�a�CL ° O��>-�- joz v aZcnW ctS Z CD 3 10> L`� < VOen O Z � Z CL .Q O J Z Q (.} W z W O 'oW�o 000 cn ►N= co LL�«szw O W W Q Zp� * =ZW= J J UCL ¢ W C U DENNIE D. DUNI AP III a No. 035809 47 A. 1 I— J � U � QQ < cr > 0 E-- V) �--- p 0 V) 0— LL Z_ U Z � Q ry W U W moo 0 < I V) LLI = O U Z Drawing Number: C-13 No.:07-03-04 m:qlAi) TRIAD ENGINEERING, INC. www.triodena.com 1 VIEW OBJECT I 1 I l I ' � r I I / 1 I I � I - / I I I I � I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I 690 I i I I I I I i I I I I I I I I I I I I I I I 690 I I I PROPOSED I I I I GRADE . I I "' X 680 Ln � LL_ W I I z o I 680 _ ___- — I I —{- — — I EXISTING — — — ---- I I -__- _ I I I i I I I I I I I I GRADE v� I I I cr_ I i w I I 670 1 I I z I l 670 Elf I I I I I I I z I I I I I I I I i I I 6601 I I I I I I i I I I I I I I I I I i I I I I I I I I 660 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 o° \ E E E 3 p M � O I o v 04 N O LO 0 o III o U 0 to 2 p Z � 3 � p U L z r^ z LU Z E z > g0o � oZ W 1=rizz Wo> LL ro 0 z QUJ Q Z00 ' QLb W m C9 W z W => I_ U m (^per U U)MU) Z"=moo LLo=otSw LLJ O Z WZ �� i � WM� WQ WU) a z Jz D. U DENNIIE D. DUK AP M> No. 035809 A. l�NAL fit' J U � Q Q Ii °- a 0 _, > zQ (f) Z ~ :D Q p O I_L. Z U Z Q Ld U W (D W U W I— ry (/) U Z w U Z f-- V) f— U 0 Drawing Number: of -_- W 50 0 50 100 150 SCALE: 1--.50' C-14 GRATE= HINGED GRATE COVER HINGED GRATE COVER HINGED GRATE COVER COVER= GRATE= FOR EASY ACCESS FOR EASY ACCESS FOR EASY ACCESS ":11A um •A• "A" rode o 18.64 0 o a o 18.64 O g trench •i �.- s" minimum* D ❑ ❑ O O O 18 64 O L O - TRIAD ENGINEERING, INC. minimI I O 0 0 ❑ ❑ ❑ o O w w.trieden .co �.t? w m general backfill 0 0 9 D 0 D 0 0 D - machine lim' o e eral c III ac e rt O ♦ • n backfill form board "D">`�_: a • 9❑❑❑ ❑ (tYP (see note} �'�:. o 0 0 0 0 0 x. 0 note) o ao see - I ....................:............ ............................................................._....... 0 0 o o, ra t0 n M M N O - - 1.� V. B" l� 8 lTJ O O O M M C'7 Y N N s`O.D. _ a o D _ 0 0 D - o 0 1 .5 8" - 8" f 3 8" 8" o °C" O O �V O O 13 5 C O D O O 0 concr e ❑ 0 et trench botto O m • ate valve o 0 24' select backfill 24" select backfill 9 ate valve E undlstu e � ❑ ❑ o (see note &boxes &box rbed arth stone bedding O � O Q O uc I o Q � o o � � � E (see note) O O CV 00 QO C u TYPICAL 88CTICN 00- _ TEE, Wit OR PLUG FRAME 22 - - - - G = .13 E E E . 6" s' In Ileu of wood forming the fitting may be wrapped with *denotes hand excavation FRAME-22.13 FRAM E=22.13 r o o `� O.D. O.D.polyethylene, and the concrete poured to completely surround •D" = 12" min. for 104 and smaller i - o 1/2 O.D. the fitting 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. I I .� .� g• 8" CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS to "6 minimum-\} -. STANDARD SOLID *PEDESTRIAN a stone stone Pipe Plugs, Wyes & 11 1/4° and 22 1 /2° 45° and 90° , ° *P / `" STANDARD "' SOLID `�' *PEDESTRIAN APPROX, DRAIN AREA = 60.82 SQ. IN. APPROX. WEIGHT WITH FRAME = 39.90 LBS. APPROX. DRAIN AREA = 50,6 3Q. IN. m $ Dia. Tees Bends Bends fA o X s .x A APPROX. WEIGHT WITH FRAME = 40.68 LBS. APPROX. WEIGHT WITH FRAME = 35.04 LBS. c c c - A B C A B C A B C " ' APPROX. DRAIN AREA = 92.70 SQ. IN. APPROX. WEIGHT WITH FRAME = 54.00 LBS. APPROX. DRAIN AREA = 81.25 SQ. IN. • • o 0 STANDARD CONCRETE ARCH 6' 1'.0" 0'-9" V-0" 0'-9" O'-W 0'-9' 1'-3" 0'-W 1'-9" `' + ? `: ;''; APPROX. WEIGHT WITH FRAME = 49.50 LBS. APPROX. WEIGHT WITH FRAME = 44.50 LBS. -9 8" V-3" 0'" V-3" 0'-9" U-9" 0'-9" 1'-6" 0'-9" 2'-3" , 10" 11-6" 0'-9" 11-6" 1'-0" 0'-91, 1'4" V-9" 0'-9" 2'-6" NYLOPLAST 12" 12' 1'-9" V-0" 2'-6" 1'4' 1'-0" 1'-6" Z-O" 1-0 3- 3'-0" - - NYLOPLAST 18" S general backfill general bacMill<,' . GRATES/COVERS *SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY a • w g 14° r-o^ r-0° 3'-0' r-0" r-0" r-e" r-6" r-0^ a'-o" ,. ACT STATED IN = c � (see note) (see note) %r <r; % * C AS S A D FEDERAL REGISTER PART III, DEPARTMENT OF o 0 2 1 _ ..........._.......:_..._..._..........._._..._..._..... 16" 2-3" 1'-0" 3' 6" t'-s" 1'-0" 2'-0" 2'-9' 1'-0" 4' 6° "> -,.. Cj S OVER SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY a ;n a RATE /C S STANDARD GRATE HAS H-25 HEAVY DUTY RATING - = 18" 2'-6 1 -3 3'-9" 1'-8 1'-3" 2'-0" 3'-0' 1'-3" 4-9 JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF iD - T 0 I ART III DEPAR MEAT F D STANDARD GRATE AS H-25 HEAVY DU T N AC AS STATED IN FEDERAL REG STER P = STAIN A H TY RA RATING T LID COVER HAS H-2 HEAVY DUTY RATING o - - SO CO S 5 HEA G " 2'- ^ " 2' " DISABILITY BY PUBLIC ACCOMMODATIONS AND I CO C - s " a' " r s^ -0 3' 3° r 5'-0°N COMMERCIAL 0 BASIS OF 6 NONDISCRIMINATION N THE A D COVER HAS H-2 HEAVY DUTY RATING JUSTICE 28 CFR PART 36. NON I SO LID CO S 5 U G S - PEDE PEDESTRIAN GRATE HAS 10 MEDIUM DUTY RATING o.o.» >" ::' ...0 ._ FACILITIES FINAL RULE. 8. PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL QUALITY: MATERIALS SHALL CONFORM TO ASTM 8" 8 8" - 1 4° TH U BENDS 1 1 R 90 BE _ MATERIALS SHALL F T FACILITIES; RULE. QUALITY: MA ERIA S S AL CONFORM ORM TO AS M S - - QU 0 - - � A536 GRADE 70-50-05 & A48-CLASS 30B A536 GRADE 70-50-05 MATERIAL: DUCTILE IRON GRATE W/CAST IRON FRAME "' H' a 24" select backfill 24' select backfill MATERIAL: DUCTILE IRON (see note) (see note) PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT +* �� •• ., embedded rods over linings and PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT :;.:.:z::::<>.:_;;:, LOCKING DEVICE AVAILABLE UPON REQUEST .%:s' �i�� 'z;'}embedded In concrete thrust blocks. ,. LOCKING DEVICE AVAILABLE UPON REQUEST THIS PRINT DISCLOSES SUBJECT MATTER INWHICH DRAWN BYAWA MATERIAL 31910VERONAAVE PRICE INCLUDES THIS PRINT DI9CL09E98UB CT MATTER I ICH DR YAWA MATERIAI. C S FRAME �.%`�: BUFORD GA 30518 NYLOi'LAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR StOr19 .,....otzs;<'c: s' NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR BUFORD, OA,10018 �:Try:,�lylii::�ii::;:':i{�i�"4'ii'i::.:... .. .. 'i':'�.'.'._::iii�:i �:'ii":':;,:•:i:. PRICE INCLUDES FRAME GRATE/COVER ?Y ?y` .lit; ;: o;;jr:. POS9E9910N OF THIS PRINT 70E9 NOT CONFER, DATE 15A0000 DUCTILE IRON PHN (770) 932-2443 P033E3910N OF THIS PRINT DOES NOT CONFER DATE iSAUtSnn DUCTILE IRON pNN (770) 932 2µg O.D. :; '� ,' t nj - r :dr:'ag,<:,`r$ r,;dz . FITTING SIZE ROD St7E N fl D EMBEDMENT TRAN9FER, OR LICENSE THE U9F `)F THE DESIGN OR D� 1Wr%nJ1IS�l�Jly FAX 70 932-2490 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR �y (\OHy®[�))JTI1I'�I� FAX 1 /2 O.D. # ;'•, " %„r z':.: 12" &LESS 6 0 2 0 $ 30" APPD BY CJA PROJECT NO.lNAME r4 R R��� w" n )leaf ue.wm TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION �J -JC" `• �) ..} i; , _,,. _,.,,,,' TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA- iOJECT NO,1NME WffW •gym U7 �- :�,,r;y.; , REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, TITLE p") 14' - 20" 8 2 36° CONTAINED HEREJN, OR MANUFACTURE OF ANY ARTICLE GRATE I COVER OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE GRATE I COVER �.DATE 15AUG00 NEW STYLE 13" STANDARD, SOLID & PEDESTRIAN DATE I5AUGOC 1T STANDARD, SOLD & PEDESTRIAN O I I LL,I Concrete ;'t ',,�' HERffROM, FOR THE DISCLOSURE TO OTHERS IS DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY O L) .._I g• 6" �'"'5`:yy'�'�;%',;FORBIDDEN,EXCEPT BY SPECIFIC WRITTEN PERMISSION SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ; ;• FROM NriOPLAST. DWG SIZE A SCALE 1:12 SHEET 1 OF 1 DWGNO. 7001-110-018 REV C DWG SQE A � ,GALE 1:12 SHEET 1 OF 1 DWGNO. 7001-1104N9 REV C O Q N c r V) concrete concrete �;;:Fitting Volume of test block in au. d. \ � O VERTICAL BENDS >3<' -%:` size 11-1/4° 22-1/2° 45° 90' o 0 Z CONCRETE CRADLE CONCRETE ENCASEMENT stone bedding 6' _ _ 1.3 18" DRAIN BASIN o' - - 1.8 3.� 12" DRAIN BASIN C 1 -° THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 DUCTILE IRON FRAME 18 ( O D UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 AND GRATE DUCTILE IRON GRATE 'I 12 3.38" •(1) Q U -o to NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 16' OR 2.3 5.1 - W 1 CAST IRON FRAME i T-..._ A INLET AND OUTLET INLET AND OUTLET VARIABLE VARIABLE OVERALL 20' 1.2 3.5 7.3 - ADAPTERS AVAILABLE INVERT HEIGHT I HEIGHT •(2) -n 20" 2.2 4.5 7.8 - ADAPTERS AVAILABLE �- 7 1r �- 4"-12" 4" THRU12" i I� -v 0 -p I 4" THRU 18" 2.47" *(1) Q N Q C ar TRENCH &BEDDING CONCRETE THRUST BLOCKING VARIABLE INVERT I VARIOUS TYPES OF OUTLETS c Q Figure 1 Figure 2 I HEIGHT VARIABLE OVERALL *(1) ADAPTERS CAN BE WITH WATERTIGHT ADAPTERS '(2) MAXIMUM 6° MIN. HEIGHT "(2) MOUNTED ON ANY ANGLE 0° FOR: RECOMMENDUD rn >` T VARIOUS TYPES OF OUTLETS - 4"-18" ADS N-12 OVERALL HLIGHT 10' "(1) ADAPTERS CAN BE a: d U WITH WATERTIGHT ADAPTERS TO 359 . TO DETERMINE Q MINIMUM ANGLE BETWE EN SDR-35 SEWER MOUNTED ON ANY ANGLE SCHEDULE 40 DWV 0° TO 359°, TO DETERMINE FOR: '(2)MAXIMUM ADAPTERS SEE DRAWING CORRUGATED PVC MINIMUM ANGLE BETWEEN ADS N-12 6" MIN. RECOMMENDED NO.7001-110-013. RIBBED PVC ADAPTERS SEE DRAWING jU SDR-35 SEWER OVERALL HEIGHT NO.7001-110-OlZ / SCHEDULE 40 DWV 10, Z CORRUGATED PVC 2 Z RIBBED PVC CD I 15" DRAIN BASIN trench width top of manhole at grade In pavement areas unless otherwise directed 2411 DRAIN BASIN 24" .. 1' 6" .(1) Z as required (top shall be set 24" min. above grade in easement areas) square skid pad 6" thick- DUCTILE IRON GRATE f� UJI 6" dia. schedule 40 steel DUCTILE IRON FRAME W / CAST IRON FRAME V _ _ 15 3.63" N N J <Y - pipe filled with concrete ' 3' AND GRATE INLET AND OUTLET Z O > ° and painted yellow (1 ADAPTERS AVAILABLE -- to J wrap around heat shrinkable 7' sheet [WrapidSeal by CANUSA,j I HEIGHT * 2 4" THRU15" VARIABLE E VARJRBi' O`dERALL I U . INLETANDOUTLE OUTLET VARIABLE OVERALL v > N * I j � ' VARIABLE INVERT "�" W N W w �, • ADAPTERSAVAILABLE HEIGHT I INVERT HEIGHT I , _ E Z z I ° 4 bolts (3/4" dia.) I 4" THRU 24" I *(1) ADAPTERS CAN BE VARIOUS TYPES OF OUTLETS 4"-15. HEIGHT'(_) (1 Q g c0i O = } 35" max. ' MOUNTED ON ANY ANGLE WITH WATERTIGHT ADAPTERS -- Q z ci d Z Cn tY 1 4"-24" FOR: '(1) ADAPTERS CAN BE W f- Z adjustment rings (11"max.)0° TO 359°. TO DETERMINE •(2) MAXIMUM C9 -3 Q °t? Z 18' dia. 1'$" ADS N-12 6" MIN. MOUNTED ON ANY ANGLE Z 1 I �.---� 4 I MINIMUM ANGLE BETWEEN RECOMMENDED L L� 0 W concrete f' '1 SDR-35 SEWER 0° TO 359 TO DETERMINE W O - I W i VARIOUS TYPES OF OUTLETS OVERALL HEIGHT 10' > D z 11 Z • ADAPTERS SEE DRAWINIG SCHEDULE 40 DWV MINIMUM ANGLE BETWEEN F- encasement , ;;:;':,,.'.; I (2)MAXIMUM o WITH WATERTIGHT ADAPTERS d o '� -J 5 3 RECOMMENDED NO, 7001-110-013. CORRUGATED PVC ADAPTERS SEE DRAWING Z _ Ur throat block •: A. ADS N-12 OVERALL HEIGHT �� Q H K) � 0 0 a.' FOR: 6" MIN. RIBBED PVC NO.7001-110-012. � W LLJ 0 ® W Z BOLLARD DETAIL SDR-35 SEWER 1 00 r` tt- w Concrete ASTMC-150 SCHEDULE 40 DWV N = Lo v- W O W W 0 ILL. (� 06 Z 4000psi 112.. or'l 6" (typ.) CORRUGATED PVC THIS PRINT DISCLOSES SUBJECT MHTIFRINWHICH DRAWN BYAWA MATERIAL 313D VERONA AVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BYAWA MATERIAL 3130YERONAAVE Z (� I d C/) W NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR BUFORD, GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR BUFORD, CA 3051E Z O it = _ pioneer301 mastic applied RIBBED P03SE3SIONOFTHISPRINTDOESNOTCONFER, DATE 10AUG00 TM PHN(770)932-2443 POSSESSION OFTHIS PRINT DOES NOT CONFER,TRANSFER, DATE 11AUGlwi PHNQ70)932-2443 Q (J between Joints and On TRANSFER, OR LICENSE THE USE Of THE DESIGN Il®jT}lIl"�g'`� FAX 770 932.2490 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS FAX 0 8324490 �y 1C' OR LICENSE THE USE OF THE DESIGN OR TECHNICAL �v Lt7 TECHNICAL INFORMATION SHOWN HEREIN ✓ www(n ) last-usm I APPD BY C,A PROJECT NOJNAME Il >t FAX •ue.corrl Ld LLLJ m ` e APPDBY CJA PROJC�'TNOJNAME direction of setting to be approved prior to Installation exterior side of joints REPRODUCTION OF THIS PRINT OR FM INFORMATION TITS PRINT OR ANY INFORMATION CONTAINED HEREIN, TH �� a-I.- MANUFACTUREQ • . '• CONTAINED HEREIN, OR MARUFACT'.'NE OF ANY ARTICLE OF ANY ARTICLE HERETROM, FOR THE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS DATE 10AUG00 DRAIN BASIN iB' & 24' DESIGN DETAILS DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY DATE 11AUGto, DRAIN BASIN 12" & 15' DESIGN DETAILS to joints are to be Sealed FORBIDDEN, EXCEPT BY SPECIFIC WP.TTTEN PERMISSION SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. Q LLJ Cn with "O" ring gasket 1, ' .a', FROM NYLOPLAST. DWG SIZE A SCALE 1:100 SHEET 1 OF 1 DWGNO, 7D01.110-W4 REV B DWG SIZE A SCALE 1:120 SHEET 1 OF 1 DWG NO. 70.110AM REV 8 as required concrete pad 1'-6" sq. x 6" deep Z variable 2" min. - 6" max. I.D. - pipe to manhole 5". connection to be �..� �. by flexible sleeve Invert channel to provide a 4 e 4' stone smooth transition in to out, 3' 0" min. FIELD GLUE i FIELD GLUE screw type for all connections 2'-0" max -�-- 4'-0'max. i adjustable .. •. ( JOINT I JOINT . :.; : ,• . estop of bench -wall 3" TO 48" XTENSION 3" TO 48" XTENSIOIN valve box grout bottom of manhole * ; L ston stone to be minimum f. `:; same elev. asOP to form channel >r, D/2 e I I �Qs of 6' above top of base I locator marker F. y.;:,':e -.-, ,.* top of pipe p° ' . °° • . stone I • A .,(- a„'; •>as,�a°:t£g�t,�,. •sa£i£� £; megalug ,a .. ° , ' • " ON BODY SIZES 127' , a a 8' 4" " 24" UDENNIE D. DUNLAP I0> :.'. °:'$°£`a°°• °•!£ ,.£ �• £s: . r:. ,.. .. .a.. d ' I 4" ON BODY SIZES 12" - 24 6" bedding stoneIT I 6" ON BODY SIZE 30" I 6" ON BODY SIZE 30" No. 035809 ..: ":� ;;,.:;`:,:��''• ,° � e°g °£y:°g t^: ob°t°$'°° o'°°°s°a' �•iosag�tjp"a•° °°•° °° ;r ":; ,: { 1.1 °s °s::,a°°°°.° o:°• a'u;°s°e °o°°;ao°oe;°e� „A',,00n^°° ..at;°°£$a •:° _ mechanical joint NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. �S I T IQ -1 ! swivel tee with 2. If adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of I NAL :s °•°•°1 ..:.::££;�^��.,x�• .££06"branch bitumastic water proofing. I i ttia£,^gtie°°�,aa;:;g£;8,?et;£•;:£$° s£}aa£ 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. j S. Flat top casting shall be used on shallow manhole (6 ft. or less) Installatlons. - FIRE HYDRANT ASSEMBLY STANDARD MANHOLE FIELD GLUE J Figures Figure 12 JOINT ROOF LEADER DRAINAGE BASIN SCHEDULE U Q:� 7" TO 48" XTENSION STR # DIA. GRATE TYPE TOP INVERT (IN) INVERT (OUT) LL_ IZ Q 3" ON BODY SIZES 8" & 10" 0 _ J > A 18 STANDARD 686.75 679.61-15 679.61-15" z Q U ,Q concrete pad /'� (V 1'-6' . x 6' deep B 18 SOLID 691.20 682.25-15" 682.25-15" v , L THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL 3130 VERONA AVE Z W N NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT OR BUFORD, GA 30518 POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 18SEPT00 �j �j PHIN (770) 932-2443 TRANSFEROR LICENSE THE USE OF THE DESIGN OR l�l�ll® �'��� FAX (770)932.2490 C 18 SOLID 695.10 682.95-15" 682.95-15" U :D O a TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION APPD BY CJA PROJECT NOJNAME J www.ny4Aast-us.com OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, TITLE OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DRAIN BASIN / CURB INLET Q Q DATE 18SEPT00 BASIN I INLINE DRAIN 8'-30' RISER EXTENSION DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY „ „ „ U LL Z SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. D Lri 6 7. - - 5 STANDARD 8 30 6 .5 15 682.52 1 A SCALE TUTS SHEET 10F 1 DWG N0. 7001-110-085 REV B 18 A 82 2 DWG SIZE E 4" atone � �•- r ^ V new manhole _ � -- b35ft. _ screw type existingline existing line 681.90 15 Z V i base section g E 18 STANDARD 687.45 681 90-8" 681.90-15 Q � U adjustable valve box I 38" min. I � J � Q location marker F 12" STANDARD 687.35 682.01-8" 682.01-8" 1 L_J Z o stone valve megalugged Q m slu a to main L!v Q ae g G 12" STANDARD 684.20 682.25-8" 682.25-8" bi U C0 -_ 18 SOLID 689.50 683.60 15 683.60 15 m ----- �� H 0 repair 4 1 - ' . - IZ _ coupling �:. c : ;...... �:. :;°, .,; ,' . i�"'�`.�;:.�;- ./:,. •'�'' P 9 ...� 3000 PSI CONCRETE AT 28 _ 683.97-15 " U 0 g' DAY BREAK WITH A SLUMP I 18 SOLID 691.35 683.97-15 •:•. �. 683.97-10" z v 6" stone bedding thruetblodc to"toga" section of line to be removed 4" OF 3" f 1 " AND 4-6% AE. ____ 8"x8"x18^solldblock o o CRACK CONTROL JOINTS J (for valves solid 12"and larger) o 0 o J 12" SOLID 689.25 684.24-8" 684.24-10" U SHALL BE SPACED EVERY 10'. 684.24-8" �j CUT IN 4" VDOT #21 B Note: this detail isalso 3' K 12" SOLID 687.60 685.1 1-8" 685.11-8" Drawing c� used for butterfly valves AGGREGATE COMPACTED * „ TO 95% STANDARD DEPTH= 5 Number: GATE VALVE NEW MANHOLE ON EXISTING LINE PROCTOR DENSITY L 18 STANDARD 695.00F684.45-15"684.45-15 Figure PAVED FLUME DETAIL 9 Figure 14 NOT TO SCALE ALL ROOF DRAINAGE BASINS SHALL BE NYLOPLAST C-15 g STRUCTURES OR APPROVED EQUAL. CONC. PAVEMENT •d; BUTT JOINT SEE EXPANSION JOINT SEAL DETAIL ON THIS SHEET �- WWF HOLD BACK 2" FROM JOINT `- 1 " DIAMETER, 18" LONG DOWEL SPACE 12" CENTER TO CENTER. ONE END PAINTED AND OILED. CONSTRUCTION JOINT DETAIL NOT TO SCALE REFER TO PLAN SEE PLANS (min. 1X) . a } • ;D 1 :.A Tl1TRT-'6 vr�f : _ � ep 4'D L7" CONCRETE SLAB ® 4000 PSI W/ #4 BARS O 16" O.C. EA. WAY COMPACTED TO 95% PROCTOR DENSITY 6" CRUSHED AGGREGATE (VDOT 21B) COMPACT SUBGRADE TO 100% PROCTOR DENSITY HEAVY DUTY CONCRETE PAVEMENT �c TRUCK DOLLY SECTION NOT TO SCALE 2" ASPHALTIC CONCRETE (VDOT SM-2B) W Wk 5& 26 50 i���i�������w����������e� 1160 ' 0 FA IS 4" ASPHALTIC CONCRETE (VDOT BM-2) 8" CRUSHED AGGREGATE (VDOT 21B) COMPACTED TO 95% STANDARD PROCTOR DENSITY �SUBGRADE COMPACTED TO 100% STANDARD PROCTOR DENSITY. TYPICAL HEAVY DUTY PAVEMENT SECTION FOR TRUCK PARKING NOT TO SCALE 1.5" ASPHALTIC CONCRETE (VDOT SM-28) 2" ASPHALTIC CONCRETE -(VDOT IM-1 B) !►�C•�00• fM,'j � �' :r. 4v+}4 Y'Iw�•� �j0�1t u rrw;+ • � � �j�f• *(O. r.*� �w�fL•.•1ra'jtr=; � ti"4r�•)•d �• •• � t �L•. •>/'��4.r11 .•Y!r.• i.:y 1r1�. a1�r .:y'�Y - SECTION FOR AUTO PARKING NOT TO SCALE " - ST'D VDOT 21-B 3REGATE SURFACE, VIPACTED TO 95% �NDARD PROCTOR DENSITY. 4" -RDC (ROCK -DIRT COMBINATION), COMPACTED TO 100% STANDARD PROCTOR DENSITY. -- GRADE, COMPACTED TO 100% STANDARD PROCTOR DENSITY. TYPICAL GRAVEL PAVEMENT SECTION FIREZEMERGENCY VEHICLE NOT TO SCALE FACE OF BUILDING SAWED JOINTS It) � I YN. HE I WEEN SAWED JOINTS) O (l ) Z L0 Q r-) Lo Lj W 0 _-) L J 120' MAX. DOWELED C.J. (RF-T\AIF-F"NI ( (1NITR(ll I(-)INITCI DOWELED C.J. JOINT LAYOUT DETAIL NOT TO SCALE �- PAVEMENT SURFACE A'A• ;.' POURED %� JOINT SEALER SEPARATING TAPE 3/4" NON -EXTRUDING (MIN) JT FILLER EXPANSION JOINT DETAIL NOT TO SCALE 684.00 AT EDGE OF BUILDING HEAVY DUTY CONCRETE PAVEMENT CI G 6 4" � 2" Radius I! 4` tl a 4• a m 1• : 1' • A. . d 7 The bottom of the curb and This area may be 6" 2'-0' gutter may be constructed concrete at the option parallel to the slope of sub - of th6 dbhtrdci&. ®drf®ee eedreee �revi�e� a minimum depth of 7" is maintained. This curb is to be used when design speed is 40 MPH or less on rural Ns#€ Comb. curb &gutter having a radius of 300 highways and 45 MPH or less in ft. or less (along face of curb) shall be paid for as developed urban and suburban areas. radial combination curb & gutter. This item may be precast or cast in place. Concrete to be Class A3 if cast in place, 4000 PSI if precast. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT of TRANSPORTATION SAWED JOINT FILLED WITH POURED JOINT SEAL CV SAWED JOINT DETAIL NOT TO SCALE ELEVATION = 683.40 HEAVY DUTY ASPHALT PAVEMENT ELEVATION 681.90-\ 2.0 75.0' TYPICAL TRUCK DOCK SECTION SCALE: 1 " = 20' FILL WITH GROUT AND CROWN TOP 6" DIA. SCHEDULE 3, 40 STEEL PIPE PAINTED YELLOW 71 / / / / CON 18" DIA. CO ENCASEMENT TYPICAL BOLLARD DETAIL NOT TO SCALE 1211 4.5" 2" PERMISSIBLE CONSTRUCTION JOINT f � 4" CONCRETE SIDEWALK, 3,000 P.S.I., 28-DAY COMPRESSIVE STRENGTH (4" MAX. SLUMP, 4%-6% A.E.) EXPANSION 6" VDOT JOINT--, REVERSED GUTTER PAN TO MATCH PAVEMENT 5L®PE1'; „ WHERE SHOWN a d / i / / / V 1 ' V / AGG. BASE SIDEWALK DETAIL ALONG CURB AND GUTTER NOT TO SCALE 5T0. CG-2 B. 12:1 MAX. 48:1 MAX. # e DQWELS, B' LONG OR CG-6 O 12 C-C 20: PERMISSIBLE B i SLOPE 10:1 CONSTRUCTION JOINT �t� MAXIMUM ' SECTION A -A . 1 6" 1 10: 2• SECTION B-B A TRUNCATED DOMES os S TMVMWAY wNc BE PROVIDED. / � U TANGENT PLAN 4' $ 4' PERMISSIBLE CONSTRUCTION JOINT f � 4" CONCRETE SIDEWALK, 3,000 P.S.I., 28-DAY COMPRESSIVE STRENGTH (4" MAX. SLUMP, 4%-6% A.E.) EXPANSION 6" VDOT JOINT--, REVERSED GUTTER PAN TO MATCH PAVEMENT 5L®PE1'; „ WHERE SHOWN a d / i / / / V 1 ' V / AGG. BASE SIDEWALK DETAIL ALONG CURB AND GUTTER NOT TO SCALE 5T0. CG-2 B. 12:1 MAX. 48:1 MAX. # e DQWELS, B' LONG OR CG-6 O 12 C-C 20: PERMISSIBLE B i SLOPE 10:1 CONSTRUCTION JOINT �t� MAXIMUM ' SECTION A -A . 1 6" 1 10: 2• SECTION B-B A TRUNCATED DOMES os S TMVMWAY wNc BE PROVIDED. / � U TANGENT PLAN 4' $ 4' CROSSWA < n I ........ I I I I I I I I I I I 6' 3 V MIN TYPICAL PLACEMENT DIAGONAL VARIATION TYPICAL PLACEMENT g' MIN 10:1 AT INTERSECTION o:1 MAX) AT INTERSECTION WITHIN CROSSWALK O a ALTERATIONS WITHIN CROSSWALK (WITH BUFFER STRIP) M TYPE A (PERPENDICULAR) APPLICATION I --{ r--3/8" DIA. THIS DESIGN TO BE USED FOR CONSTRUCTION THTAT INCORPORATES WIDER SIDEWALK. LANDING l-LJ_-� (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW -�-� CONSTRUCTION, 6 FEET FOR ALTERATIONS. I --I 1--7/8"DIA. NOTES: TRUNCATED DOME 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL THE RAMP FLOOR DETAIL TRUNCATED DOME SURFACE COVERING THE FULL WIDTH OF BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL OTHER EPOS OF MATERIAL. WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL 2. THE DETECTABLE WARNING SHALL. BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED 2 3/8' C-C O O O _ IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). 0 O O O O 0 0 0 0 0 0 10 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 0 0 0 0 0 0 0 0 O O 0 0 0 �0 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CUSS >-4. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5. REQUIRED BARS ARE TO BE NO. 5 X 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP U 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT O O O O O O O O O O O O O O O FOR CURB/CURB AND GUTTER. fq 0 O O 0 O 0 0 O O 0 0 0 O 0 O 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS N TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. 0 0 0 0 O 0 0 0 0 0 0 0 O 0 O 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE 10 BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY 0 0 O 0 0 0 0 O 0 0 0 0 0 0 O FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, O O O O O O 0 O O O O O O O O AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DPOP INLETS, ETC. WILL AFFECT PLACEMENT, ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRULIED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE VARIABLE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPARIMENTS. 3' MINIMUM - 9• RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED f' PAY LIMITS WITHIN THE LIMITS OF THE CROSSWALK. DETECTABLE WARNING 10. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THI TURNING DETAIL REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED CC-12 DECTABLE WARNING SURFACE I PECIFICATION REFERENCE ZEV.3/03 TYPE A (PERPENDICULAR) APPLICATION 105 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. AT THE BEGINNING AND END OF THE FIRE LANE. THE SIGN SHALL HAVE A SINGLE HEADED ARROW POINTING IN THE DIRECTION THE REGULATION IS IN EFFECT. THE INTERMEDIATE SIGNS SHALL HAVE DOUBLE HEADED ARROWS POINTING IN BOTH DIRECTIONS. 2. THE MAXIMUM SPACING OF THE SIGNS SHALL BE 100', CONTINGENT UPON TRAFFIC ENGINEERING'S REVIEW AND REPORT. 3. THE SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30' NOR MORE THAN 45' WITH THE CURB OR LINE OF TRAFFIC FLOW. 4. THE CLEARANCE TO THE BOTTOM OF THE SIGN SHALL BE 7 FEET. THERE SHALL BE NO OTHER SIGNS ATTACHED TO THE SIGN OR SIGN POLE. 5. THE SIGN PLATE SHALL BE A MINIMUM OF 12" X 18" WITH A THICKNESS OF 0.80". 6. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED REFLECTIVE LEGEND. USE THE STANDARD MUTCD RB-31. SIGN DETAIL N.T.S. PROVIDE PAINTED SYMBOL IN ALL HANnIC:APPFn PARKING STALLS INDICATED J, PAINT 3'-0"X3'-O" BLUE ROUND WITH 3" WHITE BORDER RED BY LOCAL H.C. CODE, PAINT STRIPE, TRAFFIC iITE HANDICAPPED USE SYMBOL NOT TO SCALE BUILDING FACE OR LANDSCAPED AREA TRIAD ENGINEERING, www.triaden .corn INC C4 r- N ro E ID O C Y p C a T g r- ! c p a m m U U U C = p Y O 0 0 Y O O 0 Li o U- m It ` n E 0 X •O 0 .n> 0 .q 0 1 •O a_ O � > o REMOVE EXIST. ASPHALT PAVEMENT (SAW CUT) NEW PAVEMENT 24" MIN. TACK COAT EXISTING PAVEMENT 2" MIN PRIME BASE COURSE COAT 47777 �i������ SUB GRADE INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE HANDICAP USE SIGN r (2) COATS 4" WIDE PAII STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. T IT ! SEE PLAN HANDICAPPED PARKING STALLS NOT TO SCALE NOTE: SIGN TO BE PER LOCAL HANDICAPPED REQUIREMENTS. VERIFY WITH CITY SIZE & SHAPE Q CD N Z T 12" MIN. PARKING ONLY VAN ACCESSIBLE N M � fh o N I U O I r7 O J Q N 1­1 c ~ O 0 4- o 0 c 0� ai U (n .n .n >` Or_, r 3rz O Y O pU U • V Z Z WD •` O '� Z C.� 04 > o °� > Q * w(jZ� _Z W Z 1.-a z Wog 1 o� v��z� ~� ° 9 Nn [] ZO = moo o W fi U, LL1 _ O zLLI W Z = �LO J0 a F- Q QW Q U Z TH oF� U DENNIE D. DUNLAP I0> No. 035809 -d I�� 2 A /of ;� 1 'QSjONAL S WHITE LETTERS & SYMBOL �ON BLUE BACKGROUND J U r _---METAL SIGN, BOLT TO (JL- 0- PIPE COLUMN Q 0J> Z Q Z Q �--- ���- aW TO T E SPACES NO EDEONATHE Z Q SITE PLAN. F- V 3" DIA. PIPE COL. W/ (2) COATS ENAMEL (WHITE) Q Q EMBED. 18" INTO CONC. L - Z U :D Z 7- -GRADE Q � U ='< J w Z x Oo Ow LJ u LaiV 8" DIA. X 24" DEEP CONIC ~ FOOTING W Li O =o Z U L PROVIDE SIGN @ ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN AND FURTHER AS REQUIRED BY A.D.A. ACCESSIBILITY GUIDELINES FOUND IN APPENDIX A OF PART 36 FOR THE STANDARDS FOR ACCESSIBLE DESIGN Z - Drawing PUBLISHED BY THE DEPARTMENT OF JUSTICE. (1991) Number: HANDICAPPED USE SIGN C-1 6 NOT TO SCALE Job No.:07-03-043. EROSION CONTROL NOTES: TEMPORARY SEEDING PLANTING DATES: SPECIES 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE WITH THE RATE IN LBS. PER ACRE APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 50 -100 lbs. / acre SEPT. 1 -FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50% 2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED CEREAL (WINTER) RYE (SECALE CEREALE) 50% TO STANDARDS AND SPECIFICATIONS OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. FEB. 16 -APR. 30 60 - 1001bs. /acre 3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100% 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, 50lbs. RELOCATED WHEN AND AS NECESSARY AND SHALL RE CHECKED AFTER EVERY RAINFALL. MAY 1 - AUG. 31 GERMAN MILLET (SETARIA ITALICA) / acre 100% SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND PERMANENT SEEDING SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. IMPROVED PERENNIAL RYEGRASS 0-10% 7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES KENTUCKY BLUEGRASS 0-10% SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD of CLEANING. HIGH -MAINTENANCE LAWN 125 Ibs. / acre 8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) TO PREVENT PONDING IN SWALES. VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY GENERAL SLOPE (3:1 OR LESS) 150 Ibs. / acre SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. KENTUCKY 31 FESCUE 85% PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR RED TOP GRASS 3% MORE THAN ONE YEAR, SEASONAL NURSE CROP** 12% 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR GENERAL SLOPE (STEEPER THAN 3: 1) 150 Ibs. / acre PROTECTED WITH SEDIMENT TRAPPING MEASURES. KENTUCKY 31 FESCUE 70% 11. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES RED TOP GRASS 3% INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND- SEASONAL NURSE CROP** 13% DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND CROWN VETCH**** 14% DISTURBANCE TAKES PLACE. 12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: **** IF FLATPEA IS USED, INCREASE TO 30 Ibs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. WARMER SEEDING PERIODS. ADD 10 - 201bs. /acre IN MIXES. 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 BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH, 14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR, TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16, ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE, WORK INTO SOIL PRIOR TO SEEDING. D. MULCH - CHOPPED STRAW AT RATE OF 2 TON PER ACRE AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30 BALES PER ACRE. LEGEND N0. TITLE KEY I SYMBOL [;.02 TEMPORARY STONE CONSTRU CTION ENTRANCE C E 3.03 SSTO BI�LIZATIOINN ROAD CR 3.05 SILT FENCE [x---x-7x-x [3.07] STORM DRAIN INLET PROTECTION 3.09 pIVERSONYDIKE DD O 3.14 TEMPORARY SEDIMENT BASIN A 3.18 OUTLET PROTECTION O P 3.29 SURFACE ROUGHENING F3.6 SOILSTABILIZATION6] BLANKETS & MATTING oror 3.38 TRES PROTECTION ION AND TP 3.39 DUST CONTROL DC --�- NOTES: CONTRACTOR SHALL INSTALL,AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL FEATURES IN ACCORDANCE WITH FREDERICK COUNTY AND THE COMMONWEALTH OF VIRGINIA REQUIREMENTS. TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC WIRE SCREEN FILTERED WATER OVERFLOW RUNOFF WATER ""••' WITH SEDIMENT .';.; "--DROP INLET WITH GATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC 4.5' min. Comvacted Soil PLATE 3.09-1 DOZER TREADS CREATE - GROOVES PERPENDICULAR TO THE SLOPE. TRA CLING SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE )F THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS, CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE. FILL SLOPE TREATMENT SOURCE: VA. DSWC GRAVEL CURB INLET SEDIMENT FILTER /���1�� Ste• `_ ��A+'!�•w �` Awl � � �i�"w";: - GRAVEL FILTER * 12" RUNOFF WATER WIRE MESH FILTERED WATER n e 4 a _ .6 d o _ _ o� SEDIMENT CONCRETE GUTTER 12" CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACIVNT STRUCTURES AND UNPROTECTED AREAS, * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PLATE. 3.07-3 SOURCE: VA. DSWC PLATE. 3.29-3 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. r G FLOW �IIII I I r EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. PLATE 3.07-6 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Shereood k lfyant DUST CONTROL MEASURES TI CONTRACTOR SHALL USE SPRAY - ON ADHESIVES IN ADDITION TO '1= OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO �;ONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARY: (CHOOSE 1 METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL. / AC.) AkdONIC ASPHALT 7:1 COARSE 1200 LATEX 12,5:1 FINE 235 FIESIN-IN-WATER 4:1 FINE 300 STONE CONSTRUCTION ENTRANCE 70' MIN. FILTER CLOTH 6" MIN. I A SIDE ELEVATION GROUND 70' MIN. B r--WASHRACK (OPTIONAL) I � 12' MIN. L VDOT #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION \ POSITIVE DRAINAGE TO SEDIMENT TRAPPING B DEVICE PLAN VIEW JGL I IVIN N-Y1 10' MIN. EXISTING PAVEMENT 5:1 MOUNTgBLE BERM (OPTIONAL) T 10' MIN, EXISTING PAVEMENT T\ 10' MIN. MUrvrvn�cv VVINVMCIC VrR mN Jr/1VC SECTION B--B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erasion and Sediment Control, and Va. DSWC Plate 3.02-1 L :ql TRIAD ENGINEERING, INC. www.triaden .com p Z o 0) ao m 0 o E E E >n 8 8 8 0 iu o o c � 0 'a a 0 14 m U U U t m U U U •O "O •O o E N r) v C9 o M o 1 o N U O 4) o N C N N O o c h; v v -0 o o U cn J w I- DO H- Q 0_ U V Z z 0 o z V � � Z � ��� * J H �Ld 0wW z Wiz _ ~ a'S z z�Q3 Q°�0zM LjC) l c�(DF..w �> 0WZa.z Q p� J5<O'S ZQw In® U z W II-- O O 0_(nLLcn0 w ZWo °SwN= "� zg*zX W � �Lij J� az I.- C QLU rn z z � yTH pp . D '9_/ H UDENNIE D. DUNLAP IIIP', No. 035809 -16 'po A. `tiSIOXAL E J Q Q Lam. n Q n Z I Q W J - W I-- I✓ I 7 0 Z W Lzv awl V Wo w w cd Z �oo C) W Q U Z 0 Drawing Number: C�17 No.:07-03-04 ML:11 TRIAD ENGINEERING, INC. EI END -SECTION 12"- 60" PIPE Hub end on outlet end -sections Spigot end on inlet end -sections PLAN \� 3.1 Slope Bar or steel fabric reinforcement A D SECTION X-X X E Concrete to be 4000 PSI Min. I--- E "1 END VIEW END -SECTION DIMENSIONS DIAM, A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6" 2,-3" 1'-9" 4+-O" 2'-6" 18 9n 2'-3" 1 -9 4'-0" + » 3 -0 n 24 » 912 / + n 3 -7 + n - 2 6 + n - 6 1 + » - 4 0 30" 1'-0" 4'-6" 1'-7 3/4 " 6'-1 3/4 " 5'-0" 36" 1'-3" 5'-3" 2'-10 3/4 " 8'-1 3/4 " 6'-0" 42" 1'-9" 5'-3" 2'-11" 8141 6'-6" 48" 2'-O" 6'-0" 2'-2„ 8'-2" 71-0" 54" 2'-3" 5'-5" 2'-9 1 /4 " 8'-2 1 /4 " 7'-6" 60" 2'-11" 5'-0" 3'-3" 8'-3" 8'-0" ALTERNATE END -SECTION 12"- 60" PIPE E Coocr0e to b@ 4000 PSI Min. 3 Slope Steel fabric reinforcement A D SECTION X-X END -SECTION DIMENSIONS DIAM. A B C D E 12" 4" 2r0n - 4r1" - 6-1n 2'-0' 15" 6" 2'-3" S-10" 6'-1" 2'-6" 1811 9" 3'-10" 6'-1" 3'-0" 21" 9 2'-11" 3'-2" 6 -1 - » 24„ 10" 3'-7' 2'-8" 6'-3" 4'-0" 27 10 1 2 " - 40 2' -1 1 2" 6'-1 1 2 n 30" 1'-0" 4'-6" 1'-7 3/4 " 6'-1 3/4 " 5'-0" 33" 1'-1 1 2 " 4'-10 1 2 " S-3 1/4 " 8'-1 3/4 " 5'-6" 36" 1'-3" '-3" 2'-10 3/4 " 8'-1 3/4 ' 6'-0' 42" 1'-9" 5'-3" 2'-11" 8'-2" 6'-6» 48" 2'-0" 6'-0" 2'-2" 8'-2" 7'-0" 54" 2'-3" 5'-5" 2'-11 rr 8'-4 " 7'-6" 6C 2'-6" 5-0" 3'-3" 8'-3" 1 8'-0" ES-1 END VIEW NOTE: Pipe lengths shown on plains are based on End -Section design shown on left. If the contractor elects to use the alternate design shown on the right, lengths will be reduced by the difference in dimension "D". FLARED END -SECTIONS FOR COT"%,: ""RETE PIPE CULVERTS VIRGINIA DEPARTMENT or TRANSPORTATION PIPE OUTLET CONDITIONS A 4 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED :HANNEL 0 d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER 3do (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL U 7. --i Ma d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.6 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 INTEBNATIONAL SOCIETY OF ARBORICULTURE CHANNEL INSTALLATION NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NEOE65A13Y TO A4 L,OW 6TAPliE6 TA 6 QWRE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. CRITICAL POINTS A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE C. CHANNEL BOTTOM/SIDE SLOPE VERTICES C J •••-• y V • a y V V •• •• •••N .-.y •-• V y V V V Y y V V V V V W 1 1 V y V V W• y V V \ I % V %( I y W V V y V 5 /l11 r. ,,, V I V V V V V _r y V ♦ (, ♦ V W y y y W V W y V I♦yV •' •\ 1.1 1 / 1 y V y y ��1\�1111 V V V ♦ Y 1 I y y V y V 1 • � V ♦ a I I I V y y y V y V♦ I y y ♦ y y ♦ V y 7 \ V V V V V V 4 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL 9Y ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED (2" FOR C350 MATTING). 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 14649 HIGI All 41 NORTH, EVANSVILLE, INDIANA 47711 USA 1-80)-772-2040 CANADA 1-800-448-2040 INTERNATIONAL SOCIETY OF ARBORICULTURE 1400 WEST ANTHONY DRIVE �PAVNN, IL 61821 22117 355-9411217 355-9516 FAX DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT AND LEADERS BROKEN OR DEA15 BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. NURSERY, INATHE AND ROTAiEETREEE--'"� TO FACE NORTH AT THE SITE WHEN EVER EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK MUuLCH RING SET TOP OF ROOT BALL, FLUSH TO 1800 M� 6) FT.) DIAM. FLARE IS NOT VISIBLE SHALL BE REJECTED. MIN. DO NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 MM (1-2 IN 400 MM ((BFFII DIAAM. PREFERRED BALL WITH SOIL. HIGHER IN SLOWLY DRAINING S ILS. �z200 MM (8 IN.) ',',',', , , , , 100 MM 4 IN.) HIGH EARTH SAUCER 50 MM (2 IN.)) MULCH. DO NO PLACE ,,,,, BEYOND EDGE OF ROOT BALL. MULCH IN CONTACT WITH TREE TRUNK, �'�'�'�' �1�' ',' , ,' ' 'REMOVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN THE MULCH WEED -FREE FOR , , , , , , , , , , , , , , , , , , , , , , , , , , , BURLAP FROM TOP HALF OF ROOT BALL A MINIMUM OF THREE YEARS AFTER , , , > > > > , } , , } , , , , , , , , , , , PLANTING. , , , , , , , , , , , , , , , ' , , IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. ON UNEXCAVATED NOTE: FOR DIMENSIONS OF OR TAMPODTSBOIL. PLANTING AREAS TYPES OF SOIL AMENDMENTS 0k SOIL REPLACEMENT, "SOIL TAMP SOIL AROUND ROOT BALL SEE 1UPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING, NORTH AMERICAN GREEN NAG P30ON (SEE DETAIL THIS SHEET) EL.=681.80 EL.=683.00 1, 2' SIDE SLOPES �30'-- EMERGENCY SPILLWAY SECTION NOT TO SCALE SEDIMENT BASIN TO DETENTION BASIN CONVERSION NOTES: SEDIMENT BASIN OUTLET STRUCTURE IS DESIGNED SO THAT IT CAN BE CONVERTED, IN PLACE, TO THE CONFIGURATION REQUIRED FOR THE STORMWATER DETENTION BASIN STRUCTURE. THE FOLLOWING ITEMS NEED TO BE ADDRESSED TO COMPLETE THE CONVERSION: 1. REMOVE PERFORATED POLYETHYLENE TUBING. 2. PLUG 5" DEWATERING ORIFICE. 3. SAWCUT & REMOVE TOP 0.75' OF CMP RISER STRUCTURE. 4. INSTALL REQUIRED ORIFICE AT ELEVATION SHOWN: - 10" DIAMETER 021FICE AT EL. 679.10 NOTE: THERE ARE () 1,ROPOSED OUTLET PIPES FROM THE STORM -WATER MANAGEMEN'(�IASIN. ONLY THE PIPE SLOPED AT 2.50 % SHALL HAVE THE OUTLET STRUCTURE INSTALLED. THE OTHER TWO PIPES SLOPED AT 0.50% WILL HAI,".7 THE UPSTREAM END PLUGGED UNTIL CONSTRUCTION IS COMPLETE, AT WHICH TIME THE PLUGS SHALL BE REMOVED. 6" PERFORATED POLYETHYLENE TUBING Top of Dry Storage 681.75 Top of Wet Storage -�7 680.55 Contractor to ensure precast structure is adequately anchored to footer. 100 yr. 682.64 10 yr. 681.60 2 yr. 680.20 1 yr. 680.00 POLYETHYLENE CAP ANTI -VORTEX COLLAR WITH TRASH RACK 3' Diameter CMP Riser Structure >\ 5" Dewatering Orifice Inv. = 679.60 18" CMP @ 2.50 % Inv. 679.10 / C O liC .R E :T. '. Ed FO Oil ET2 6" VDOT #57 Stone 8' SEDIMENT BASIN Not to Scale 10" Orifice Inv. 679.10 Bottom of basin = 678.50 Contractor to ensure precast - structure is adequately anchored to footer. ANTI -VORTEX COLLAR WITH TRASH RACK 681.00 3' Diameter CMP Riserkz Structure Inv. 679.10 18" CMP @ 2.50% a G A V COPiCJRE:T.E,FOOaTE`R- #57 Stone 8' DETENTION BASIN Not to Scale el. 683.00 _ .. . �� ,ram •i emer6j'h spllway el. 681.80 emerg f na sillway- _ el. 681.80 E E 0 0 0 0 ~o O T T C°a a U U U 0 U m C m VC C C C n u oa E r C a 0 0 0 79 of X 3 p M 00 -4- r / T- 0 0 N \ N N o d I CJ p C � U I M 0 I 0 O C 0 w J Q 0 V) Z fn 0 Q � c o Q FIE C 3: o o W cu rn Q) F- o 0 cu U U Z Q Z z o NN J2 >�>Z Z� D N� NIEzULUjt�� Wcn OoZtn0� LIJ2 UrnP--W2 Zf'- p C) O a&= =rt O .zE �® W z cn �0V) r; LL tO � w LL. = otf zCN moo z o W (Jr O= z W_ � Q 0 CA H wco T Q U Z_ F_ 4_�& L of UDENME D. DUNLAP m� No. 035809 �SIONAL ��� J � U Iz ``Ca CD J > Z Q Cn Z Qo0 LL_ Z U Z � Q U J W O wUw I-- � !� LL_ W ry U O Z LL_ Drawing Number: C-18 Job No.:07-03-0433