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HomeMy WebLinkAbout24-02 Pack-It Inn (Phase III) - Stonewall - Backfile (2)LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP -k o� N "= rg EXIS77NG FEATURES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet V1, All work on this project shall conform to the latest editions of the Virginia Department of Transportation Erosion Sediment Control Regulations,W SCALE 1 2000' w all requirements of the Frederick County Sanitation Authority, (VDOT) Road and Bridge Specifications and Standards, The Virginia and CO EXISTING EDGE OF PAVEMENT -_ _ __.- _ E EP __ __ �_ .___ EXISTING EDGE OF GRAVEL EX EG _..__._.._ __=� .. ...._.__..._. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 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, FORT COLLIER INDUSTRIAL PARK o � v �, v ,.., =.-..___....__.-._..... j _ - �� 3, Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 4. V2. All construction shall comply with the latest U.S, Department of Labor Occupational Safety & Health 0 EXISTING CURB AND GUTTER EX CG- 6 j The Sanitation Authority Maintenance Department is responsible for the Installation of water meters through 2" in size. Before a permanent meter is set, they require; Administration and VOSH Rules & Regulations. /\ „ EX. INTERMEDIATE CONTOUR --- __ _. __. _ 48- __ __ _ _ __ ._-_ ._. 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot, V3. When working on VOOT 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 REGENCY EXIS77NG INDEX CONTOUR --- --•- . 50----•- -- - -- -- --- - 3) the distance between the top of the cover and the bar be between 18 and 21 inches; and flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge ra?jR gr U yoke 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's Specifications, Section 104.04-C. ® a EXISTING SPOT ELEVATION X 50.0' responsibility to have the meter box assembly installed correctly. CITY OF Z EXISTING TELEPHONE LINE - T ---- -- T - - -- - T -- -- 5, For water and sewer services that connect on existing line: V4. The developer shall be responsible for relocating at his expense, any and all utilities: Including traffic signal ' poles, junction boxes, controllers, etc. owned by VDOT or private utility companies. It Is the sole WINCHESTER QOJ `JlI �0► W U E a'V = o EXISTING SANITARY SEWER-----�- S S S - (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. The furnish responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activities. VDOT approval of this plan does not relieve the developer of this SITE VICINITY MAP �� _ m �� �, ��n \ 11,E 1 - 2000 E g m (B) Authority shall and install all 5/8 , 3/4 , and 1 water services. responsibility. 12 r _� _____ _ _ _w EXISTING ELECTRIC SERVICE E E E " �� (C) For 1-1/2 and 2 water services, the Authority shall make the tap and bring the piping to the property EXISTING GAS LINE --- GAS - - -- GAS GAS - - 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. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. IiL_ EY, . 15 " ,9CP EXISTING STORM SEWER -� r._- - 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6. Prior to initiation of work the contractor shall be responsible for acquiring aJ/ necessary VDOT land use PROJECT INFORMA TION labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, (2) permits for any work on VDOT right-of-way. Owner Developer EXISTING FENCE LINE -- - - x' -- -- .`C - - --- x - - - pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is John V. Santmyer, Jr. John V. Santmyer, Jr. Y completed, V7, If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by o & Paula G. Santmyer & Paula G. Santmyer EXIS77NG DITCH LINE A The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies, and VDOT prior to Initiation of work. p p 172 Imboden Drive 172 Imboden Drive T EXISTING WATERLINE W/ TEE �------ W - !��' �-� --- -- -- EX. FH 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, V81 Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined Winchester VA 27603 Winchester, VA 22603 ( 540) 667-5545 (540) 667-5545 EXIS77NG FIRE HYDRANT D& installed. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, is length of time. VDOT will also require 48 hours notice for any inspection, Property Data Building Setbacks Per Code Proposed 0 EXISTING WATER VALVE - 6b W a remote readout required. V9. The be for access to the from the adjacent Tax Map Number 54-((7))-6A Front: 75' 89,76' tc -4 N EXISTING REDUCER kY -(� ~- ~ - W ---- - 9. All fire lines shall have a detector double-check valve backflow prevention assemblyor a RPZ backflow contractor will responsible maintaining adequate project public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Address Imboden Drive Left Side: 25' 39.79' Area 8.0153 acres Right Side: 25' 31.00' �_ 4 ' �'v prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote readout is required. Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this Existing Zoning M-1 Rear: 100'(Buffer) 101' 9 9 ® =1 w EXISTING TREE DRIP LINE �ti ,� �� �- ��-� -� �-^ project shall be maintained throughout construction. Proposed Zoning M-1 C 4) L6 PROPOSED FEATURES V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of Existing Use Vacant Proposed Use Self -Storage Parking Setbacks Per Code Proposed ® o 0 V t� e1 �y GENERAL NOTES S Construction. Front: 25' 26' 'a PROPOSED EDGE OF PAVEMENT PROP EP V11. Al! water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and Zoning Data Left Side: 5' 10, ° Right Side: 5' 6' Open Space Minimum 25/° ® M 1. Permits must be Issued from VDOT prior to any construction in a public right-of-way. PROPOSED EDGE OF GRAVEL PROP EG 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. when possible are to be installed under roadway drainage facilities. V12. Any during the be immediately Open Space Proposed 67016 Rear: 75'(Buffer) 76' M o C .N PROP. CURB &GUTTER 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering unusual subsurface conditions encountered course of construction shall brought to the attention of the engineer and VDOT. Work shall cease /n that vicinity until an adequate g �' q F.A.R. Minimum 1.00 Use For Parking Area Space per Sq. Ft Req. F.A.R. Proposed (41,i00)/43560/8.0i53=0.i2 o � Q , PROP CG-6 and leavingthe site. design can be determined by the engineer and approved by VDOT. Office: 600 1 per 250 2.4 � 4. Any damage to neighboring properties Including county roads and sidewalks, caused by the development of Self Storage: 40,650 1 per 5000 8_1 D 8uildin_g Da 10.5 (7)� PROP. REVERSE CURB &GUTTER PROP CG-6R this site will be the responsibility of the developer, Ail damage must be repaired to original conditions. V13. All fill areas, borrow materials, and undercut areas shall be Inspected and approved b VDOT Inspector prior p PP Y p p Type of Construction 2-C ° DIM � •c � ' PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control g to placement of fill. Where CBR testing is required, a VDOT Inspector shall be present to insure the sampleC obtained is representative of the location when soil samples are submitted to private laboratories for testing. Proposed Use Self -Storage Total Parking Spaces Required 11 Proposed Area 41,250 square feet # of Handicap Spaces Required 1 p P P q' v �• c 0 J Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, Height Maximum 60 feet 1 PROPOSED SPOT ELEVATION +50-0 6. The contractor will be responsible for adequate and positive drainage of this site, and that testing shall be conducted according to all applicable VDOT standards. Height Proposed 20 feet Total Parking Spaces Proposed 11 ` PROPOSED STORM SEWER PROP. 24 "ADS 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction, V14. All roadway fill, base, subsurface material, and backfill of utility/storm sewer trenches shall be compacted in # of Handicap Spaces Proposed 1 Parking Landscaping Data PROPOSED SANITARY SEWER S S S PROPOSED TELEPHONE T T T 8. All construction will be done following the laws and guidelines set forth by OSHA and VOSH. 9. The contractor wilt notify engineer of record of any discrepancies between the approved plans and existing site 6" lifts to 95 % of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of a VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required In Section 165-44F-3 -' Si conditions. the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT Perimeter Amount Per Code Proposed ns 1 Tree per 40 275 6.9 7 KOUSA DOGWOOD I PROPOSED ELECTRIC E E E 10. The developer is responsible for the relocation of an utilities required b this site plan. p p y q y p approval. Any and all signs will meet the requirements Interior of Section 165-30 of the Frederick County PROPOSED GAS LINE GAS GAS GAS 11. All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. V15. VDOT Standard CD and UD underdra/ns shall be Installed where Indicated on these plans and further where 1 Tree per 10 spaces 11 1.1 2 KOUSA DOGWOOD Zoning Ordinance. A sign permit must be PROPOSED WATER LINE W W W determined necessary by VDOT Inspector. obtained throug hthe Department of Building 12. All controlled fill must be compacted to a minimum of 95 % density following Method A' of the Standard Trees must be deciduous and 2" Inspections prior to installation. PROPOSED WATER METER ®1 "WM Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable, Any fill placed under buildings, structures, or pavement must be inspected and approved by A V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT in caliper at time of planting. PROPOSED FIRE HYDRANT v& PROP. FH a professional soils engineer, geotechnical report supersedes this note if provided. minimum design standards and is the developer's responsibility. 13, The contractor is responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this plan V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be Lontact Numbers eel and wgnatures � are approximate locations and not all utilities may be shown. installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis, Stop signs shall COMMON LABELS & FEATURES 14. The contractor will contain all litter and debris on -site. The work must be left In an order! manner at the end Y be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be a minimum of four 4 feet from the edge of pavement, Sign posts g p p () g p g P Engineering Firm: � OF H OF I. of each workday, shall be of a type found in VDOT's approved list. A copy of this list may be obtained from the district Montgomery Engineering Group 540 869-0308 g g p ( ) V �p.LT l� l� � � PROPERTY LINE OF PROJECT .. "� �" -® NEIGHBORING PROPERTY LINES - - -- - 15, An approved set of site plans must be on -site during the construction process. section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. Surveying Firm: Gre Wolfe Inc. 540 545-7823 Y ( ) C� C� 2 �G C v� O a EASEMENT LINE 16, The contractor will notify all utility companies prior to excavation within easements. V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction. Copies of all Invoices for materials within any dedicated street right-of-way must be provided to the local Zoning Enforcement: - Department of Planning (540) 665 5651 BENJAMIN C. y. R, TES MONTGOMERY `' S 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Site Inspections: -o No.002331 No• 030342 cv w QC 2 PROPERTY CORNER FOUND Q days. Department of Inspections (540) 665-5650 Erosion Sediment Control: d,� `a�' M09_? UZ,Cr FS �q 1 ® J ``• PARKING SPACE TOTALS 12 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's "Road and Bridge and Department of Public Works (540) 665-5643 yOQ' sIONA L Nd SURq Q V ADA HANDICAP PARKING STALL �. DEPARTMENT OF INSPECTION GENERAL NOTES Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stone Sanitary Sewer and Water. Fred, Co. Sanitation Authority (540) 869-1061 � U ..,� LU Telephone: Verizon (301) 954-6282 � � 0 �"� -o- SIGNS A� 1, Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the BOLA National Building Code/1996, Other codes that apply are CABO Al17.1-92 Accessibility and the Usable Building & Facilities. g depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip. g y p• Electric: Alleghany Power (800) 654-3317 Gas: Shenandoah Gas Co, (540) 869-1111 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE W u, �"►1 Zt a 1 O 1' SANITARY MANHOLE IDENTIFIER 1 STORM DRAIN STRUCTURE IDENTIFIER ❑ 2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for thetype of construction under Table 503 of BOLA. V20. Asphalt concrete pavement shall be placed In accordance with the latest edition of VDOT's "Road and Bridge Specifications" (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A Speci certified copy of the test results shall be provided to the Residency Office. A VDOT Inspector shall be notified MISS UTILITY: 1-800-257-7777 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, � W a' Zoning General Notes LIGHT POLES 3, A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits. Plans must show all Ingress/egress locations to the exterior per CABO 117.1-92 and meet and given the opportunity to be present during the construction and testing of the control strip. requirements of Chapter 17 of BOCA. Maximum 1. Exterior Lighting will be provided by wall -pack LOCATION OF TEST PITS ® V21, Approval of this plan shall expire three 3 pp P p ()years from the date of the approval letter. Environmental Existing Disturbance Proposed lights attached to the building. lights be directed to 4. Maximum slope across handicap parking stalls shall not exceed 2 %. Features Acrea a Allowed Disturbance 2. All will shielded or prevent Floodplain 0 acres 00/0 00/0 glare on neighboring properties. FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA 6. N Lakes &Ponds 0 acres 0% 0% 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. Wetlands >1AC 0 acres 0% 0% 4. This project will not disturb any environmental Q W 1. An inspection by the Fire Marshall's determine be EROSION & SEDIMENT CONTROL FEATURES Sinkholes 0 acres 0% 0% features as defined by the Frederick Coupty 20 O at INLET PROTECTION ® 1p office will where curbing must painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. Natural S. W. 0 acres 10% 00/0 Retention Areas Zoning Ordinance. 5. The owner will be responsible for obtainin or Z W th/srPF �NI��NG�D 3. The contractor must align the f7re hydrants to the direction as determined b the Fire Marshall, 9 Y Y DATA TAKEN FROM THE I.E T,, MANUAL 6th EDITION 0 0 o Steep Slopes >15 /0 0 acres 25 /0 0 /o granting easements shown on 6. Easements will be recorded and copies sent to the w Z Q O W OUTLET PROTECTION � Op 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. Woodlands 0 acres 25% 0% parties involved. 5, Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. MINI -WAREHOUSE (CLASS 151) 2.5 PER 1000 sfX 41,100 sf = 103 VPD's 7. All utilities that will service this site must be IUD a O O Z CHECKDAM ''�® CD placed underground. U) W W p W RESPONSIBLE LAND DISTURBER (X `' � z � ~ s_ O DIVERSION DIKE DD APPROVALS W I i Pal- SILT FENCE W/ WIRE SUPPORT WF NAME: LANDSCAPING00 NOTES Zoning AdministratorApproval Date SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations and utility markings, Landscaper must stake and guy all trees. Stake locations must avoid utilities. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. DATE: JUNE 12, 2002 SEDIMENT TRAP ST EXP. DATE 2. Trees be healthy free Insect larvae, disease. The have 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. and shrubs shall and of eggs, and plants shall ample roots 3• The Frederick County Sanitation Authority approval Is valid for two years from date of approval. If construction Is SCALE: N/A 1. The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity as set forth in and be well branched, The planter shall guarantee all plants for one year, not in progress at the end of this period, Authority approval shall be void. CONSTRUCTION ENTRANCE CE the plans. 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. FILE NO. 0037 prior to commencing any site work. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA requirements and be approved by Inspections. SHEET I OF 5 ( \�, VDOT ENTRANCE NOTES: ' 1. UNDER BUILDING PADS SHALL BE ALL FILL �� COMPACTED PER CHAPTER 17 OF THE B.O.C.A CODE. PHASE -.1-LANDSCAPING -4 a W TREE - KOUSA DOGWOOD - 9 PROVIDED \ ` 1. INSTALL ENTRANCE PER CG-11 SPECIFICATIONS. 2. INSTALL CG- 12 RAMPS IF LOCATED BY VDOT FIELD INSPECTOR. \ } 2. NO STORAGE UNIT MAY BE MORE THAN 1000 5F IN SIZE. LU rn °D 7 J. CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. 3. CHAINLINK MUST ENCOMPASS PHASE 1 ��`-��` �+ DEVELOPMENT: CHAINLINK AND OPAQUE 1r� _ TREE WHITE PINE _ 25 PROVIDED (MUST BE 4' TALL AT TIME OF PLANTING) 'Ci 4 t } \ BOARD FENCE MUST ENCLOSE THE ENTIRE I SET CIO TO GRADE AND / \ INSTALL A 3 FOOT CURB IMBODEN DRIVE (ROUTE 1327) � I { ( POUR CONCRETE PAD _ SIGHT DISTANCE = +550' I { AROUND CAP. CULVERT TO CUT WITH 1O' APRON OF ~` SITE AS SHOWN AT THE COMPLETION OF PHASE TWO. — x 6 CHAINLINK FENCE -- 991 PERIMETER 0 - '` / » EC-1 RIP -RAP. "_ .-- ~ " - == - - BE 12 CLEAR OF CIO STEM �IADT = 660 R (1999) J l -�-� -�.` ' \ ,_ - _ TI/vv--• AK€R '' AND BACKFILLED WITH STONE. �' i - - - `� %to + E PHASE -2- LANDSCAPING - t 1000' TO LINE (ROUTE 12�0) _ - -- _ _ J0 0 J0 wv R,4 H/C SCALE __ _�� �, .. \ ` I i!V.� '-.'•;,.S 57'29'Ofi" "`_- ----_ -' r \a� ~ 1 FEET) SlIIVG 1 (IN N v � N O --- �r --.. ,:; , _ E -�....�,�, _E�'l f __ — _ r --. ar w er -» to - --- to ? `... " a� _ -.. �- Y ;� ,; , :. STOP 9r -- 733 04' gu? �Ii/ IVA — / \ bi�V d� IV' �' tiT " -" ' .,:'''`',: SIGN 6 �7`__ �- -" ,�-- GE' SE MEN i --.� I _ '" - _ , r -If ,� FH ; -, •;fir \ _ _ TREE WHITE PINE 11 ADDITIONAL (MUST BE 4' TALL AT TIME OF PLANTING) o a Q �j ; -` :%.'r'.'tt' t': _1, w^" \ j Q b Q \ r 9 3 �, n 92 -_ _ _ S� r _ ..._ .._..._... _-. \ \ \ _ _ r _ _ _ _ 6' CHAINLINK & WOOD FENCE 1420' TOTAL _ \ \ l , \ % �-}r 5 o ''♦ '``'^ /� \ N +92 / 1 IN'- QY_-.-F_Csq 672.21' 4'\,.� -a \ "" 6„ OF 21-8 COMPACTED d TO 959' DENSITY !� i \ IN' _ _ __ 25'\B. R. \ ■ v O 1,0 \, - 6 IOti -,Conduits - 92 Sti -- - '- `-... - -_ \ on n y ,� \ 92 { --2- "` P Op _ _ �- ., -.,-, - _ \ \ \ \ 92 O�dv 92 -SOU w ._. o _.._ -••. ' '- ~ /� & SUBGRADECS OMPACTED TO 959 DENSITY 3.2 _ _•._. -__. o-o ,.,. - , 1 " =-- =-= =� _�,� \_ \� . � \ ` \ _, P��1.0' oN-- _ -` --,. PN.Sg30 '- we -, ~ •. ` - .,, ` \. \ \ 1� \. \ \ � ` \ ` - �.. \. ` \ \ \ 1 � � \ \ \ - ` \ •� \ \ \ \ �\ TYPICAL PAVEMENT SECTION UNDER THE `'� 922 -� o �� 92 92 c~ o+ \ -. �, �. \ ` �. \ \ 1 RV PARKING SPACES 92 P5� 100' 92 + 92 \ \\ \\ �./ t I \ 1 \ \ q1� g�, co - �, \2� \. `� +'S w N� 92 \ 9� 92-8�c� \ 1 \ \ t� \ ~` 3„ OF IM-19.OA �■ �. \ ��'� \ Rim o s �' `scr 9 \ -.... S 92 9.2 u5 .� �n� .ti �- \ \ \ 1 i \ �" \ I o \ ` } l \v �''�. ! \\ 'j` \ 6" OF 21-3 COMPACTED Qd TO 95q DENSITY = � ro N o + 91� / Q_Z w Z ('\2 91 / $ / I 1 1 1 \► dl�T\ \ c��, / I I � � � �. v� } , / / 1 I i 1 } } 7 \ I SUBGRADE FREE OF ORGANICS � �° � 'o L>~ / © \$ �.`r� vo 91 / x Ica Q 92 + 92 92 / x \ - \ / I } i } / / / �/" Il 1 / I I } \ l I &COMPACTED TO 95%DENSITY U) `4 r 3° 91-9 92.E \ v� + { 1 �/ i G, \pINWH j � \ 92-2 O/ /I } / / } 1 \\ i J 1 � TYPICAL ON -SITE PAVEMENT SECTION o^ 9 J � ,4 � \ \ o� � U\/ U 71. 3 I I rr `- \ 91 1 IN 15 / YiP O / / 1 `` Q• ., ;1._ _. (' _ \ _ /�` \\ �'c"$ w� gNPSti 10 , , , / / / / } \ \ \ \ \ 922 \ 1-pP �i�N PR '` / '' i ,/ I \ \ \92 o S p � 2" 0 i i / f 1 / / I } \ \ ` \ .. .. ...;, :, .. „ ; :. 4 OF 3000 PSI �:; ;.. : ' CONCRETE W/ FIBER » 4 OF 21-9 COMPACTED I \ \ 91 \ C� SSE gNP j a i .- ' 1,• 91 PSP(E ' P x / / / I { / / j 1 j �\ \ \ ` \ \ \ \ \ � t \ �' \ � \, � "� / l / 1 \ \�i \ \ \ p TO 95Z DENSITY �%`/ SUBGRADE FREE OF ORGANICS + SON 1)� J6g2 / 912 9� 1 i �� I / } \ \ \ \ � - / / lI } 1 t , \ \ \\ \\ \ \ \ , \� &COMPACTED TO 95q" DENSITY TYPICAL SIDEWALK \ - ✓ / I \ \ \ \ \ \ \ \ \\ \ \ q�,Oti LINE} PNPSg20� � 90•� t \ \ } ..-.--.-•---•• / / / , \ \ \ � \ \ \ �\ �` \ / 'MILL CREEK SECTION J/%II SITE PLA TITLED INVE TMENTS, I I I �, _ r \ . 7 PNP I s } 1 \ Pt%P / ti / I AP ROVED AY 21, 2002 IS iJNDER CO STRUCTION ` \ X 9a 1 \ j� AT � THIS TIME: SEE THIS PLAN\ CONCERNING WATER � � 4 1 \ 1 \ S g1• • \ 1 j \ \ \ \ � � \ 1 � � 1 t 1 \ `\ , 2 ' OF IM-19.OA - ~ ' ANDI DRAINAG8 ISSUES CONCERNING FO BOTH LOTS. \ \ \ / P 00 \ 90 ` l 1 \ � \ \ \ \ \ ` V i 1 1 \ \ \ ` ., _ ; , ,... ,' , ,, ,4w 3 OF BM 25.OA g2 \ \ -' s PNRS 0\ \ \ 94 } �\ \ \ \ \ ` \ \ \ 90 \ � � ( i 6g10 � 1 \ � � � \ \ \ .� � ! } 1 \ , \ \ \ \ \ \ � �, V " OF 1-BCOMPACTED d 6 2 $ '� \ \ \ \ � ' \ \ � I SE x --�? 1 } \ \ ,, TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY � C� E•y C[ g 5 ��+� "...... � 1 ..._......_ ._ _.._ � ...._ .._.._ .�.. \ PNP ,,,,. O� q1�;`S 00 I \ _ _ i \ o \ l \ \ 4 ; \ -� ! / / / I \ \, \ \, TYPICAL ENTRANCE PAVEMENT SECTION892 •.,� � C9 �. 922 1 � \ r.- \ \ \� \ ! �672 \\ \ 1 0 .$� _j__ \� $),9 _ -_ `� _ _ (�. fir_. �+ 1 \\, ~ ~ Z U DATE REVISION 7116102 PER FCSA, PLANNING, & VDOT �0 ' N °' / / //� \ s / � � PNAS � 20'/W L ESM'T � I (li r -A- N _, �J_� 2 ,�_ L I _ \ \ B 1 I L 160 8 WATERLINE / \ \ \ �' , \ ` \ , i l ( \ \ \� \ ' `ni � y � �, \ \ \ \\ \ \ FH/ SSEM LY N 60 \ \ \ \ \ \ � \ � \ \ BOLLA D5 } ' \ \ \ \ \'` ~ r•.l 4 7119102 CHANGES TO PARKING LOT _ 1OF `� - 2 .5' BENDS w w w --1 w ----/w w w 6 OPAL? ENCE (PHASE 2) ,� \ � \ \ `` \ \ \ \ \ \ \ \ O. ,, \ \ \ \ \ \ \ \ \ \ \ \ 7131102 CHANGES TO NOTES - SHEET2 V W 9104102 REVISED PHASE LINE \ 688 sas EX\ GATE �ALVE \$8s B Glk C6NSTPU_c.- \ \ \\\ \ \``•\'` • \� \\\\\ �\\ \ \\ .- \ m \ } } CA EGOR C \ B FFER 4�'E and Si natures � 690 THEI EXISTING TREES AND JNDER ROW'fH WI�40' OF 1 PR TY LINE ARE'ra REMAIN AS A FULL }S'CRTO\ THE RE50i�NTTY. JAL PROPERIS AREk MAY NOT BE DISTURBED AN PRIOR- A'L FREDERICK \ \ P H OF or / / / \` \ \ \ __ p,/ N 62'36'437 W - 731./13' -r—,. _ f,.f,.r.�,.. \..,_. 1 ,.... _... ..�...>,.._ ..,._ _,..� ..s... _" ' IN WAY ITHOUT TtIE APRRO OF T� \ \ r �, - COUNTY DEPARTMENT } OF P NNIN AND 'VEVELOPMENT: ANr TREES`' QR UNDkR\GROWI"! \ `\�,.�P� / DISTURBED WIL REQ IRE TH AREA), TO HAVE 4ANDSCAPING AND`�FENC NG. \ � \ � �- C- � ,� .f»~.. �,_ ., �\ --- i L7 L� �2 � B E N JA M I N C. _ ic.._ - _ - -� _.. _ _ - _ \ y �• ._ - - _ _ - ,.''- l�t/V \ \ \ _ __`�,,, r _ r _ _ - _ _ _ _ , _ _ ..--- ..� , --' .- -' f -�' - \ } .�\ \ \ \ \ \\ \ v MONTGOMERY GAR R. OATE �o No. 030342 No. 002331 y F / / / ! a''/ / � ' C �' \ • �+ ��I X i- X X _ _ _ _ f ///i/ _ _ Y ._ _ _ _ r-1 ""�. .G _.. _ _ _. I � \ \ \ r—rfx �w S`S.tO �� � " �•�O AL SURv DATE: APRIL 1, 2002 l vV THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF SCALE: 1" = 30' FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING PRIOR TO FILE NO. 0037 I I I ( ( I I I I I I I I ( I I I I I I ADMINISTRATOR CONSTRUCTION, SHEET 2 OF S tltl \ 12 Rocco Building Supplies, Inc) \ i 1 54-((7))-7A� EROSION AND SEDIMENT DB 838, PG 98 Zoned. M-1 \\ I 1 Larry & Dorothy Schrock \\\\ CONTROL NARRATIVE o u- Iq Use: Commercial DB 893, PG 474 ° CO CONSTRUCT DITCH AT 19 UNTIL Zoned: M-1 \ 4 DAY LIGHTED FROM CULVERT a r6 0 I \ project Descrlpt/on .o, ! ! j��p�, Use: Commercial PLAGf` CHECK DAMS EVERY' 904. �� LU CO C° - �'�/ F ` ` / " -` " '� - - -- This site is located in the Baker Lane Industrial Park on the a► p o SE D THE DITCH IMM ®LATELY. / Vt r \ } J south side of Imboden Drive, purpose v �• - •~ The ur ose of this � � � 93.0 ` ` > - = - - _ r r \ development for the construction of 41,100 sq. ft. of 9 7W WV \WV' M _ , a . _: _.. m ... .;,; =�"` _ r $ -`M - s z •Os _ �3 ` ` ; '�- -- -- EX/SrING ?r� °r J / " ` �, ~ Y ~ 'J - �! \ y buildings to be used for self -storage, This development a/so _ 1� _ '• STOP r •,.. X 3> 04 ORA�iV / \ a ,""" ' •""� " .° !�N �` w�i - a ` SiGN � `- - --�G SE/�IENT/ _ _ _ _ _ _ __ ~ _ _ _ _ _ _ _ _ has parking and drive aisles for access. .- -- - Existln Site Conditions s Y �••.• ,3 •l3 �" - 92 - ems` _ _ �- / =l E \ �i nk ! i \ -' 2 A / ? �/' w" - =- ` ` `- _ \ v '`" \ \ `\ 1 �� - - ~ ., - - - -- - r s' `\ The area for the proposed development is a field that has lll�V)7 \ �3 _ ✓ �'� / been cleared of brush. Z \N11 }g�s1J-,�_Q l _ ,. � a+�Y-f.CSA `-� \ \ \ "" +.e+.w.=—_•.•.� �+ �,�1 �. s.�8 --. 92` - ��3/A�1�s872.21' 1 1 \ "'ter r.. (L E �+.<"� / =� s �}92� 92 „/'�, c - - �'\��� _ 1 \ \ - 40 0 40 Ad�aCent Parcels = o �< / �. ~ 92S!�/�> , `'yom- \ 1 ' �` 4 /j�1 N�s'.++ .:-,+/u/!s �`� -. \ \ 25 \B./�./r\ _-_ . __E i /r �� \ G o9 6 _ _ '� 1 - ~�" ° ® \ — -- RADIU5=5623.58 \ The surrounding areas to the west and north are industrial. .c @j „ +�° V ` g2 c� ,-Gondoi - 92 �e op - _ �. \ \ \ -- ARC-455.00 GRAPHIC SCALE (1N FEET) The southern parcel is a townhouse community and Interstate o o tan >'\ \ \ . �,t9 _ 0 s� 3 Z p�,;"y93 ` - - -.`, \ / \ \ DELtA�4'38 09 r u� I I ! ! e P nd - _ 92 - a.. - -`?- - , _ -� \ . \ \ > 81 lies to the east. The grading plan for this project s2 9 9 p p J i I . ' �! � �' il Si -•- 3 2 - •�o _ `� ••.. � _` - ,... -�».,, � � \ \ � � TANGENT�22'7. B3 ! it p CHORD¢454.88 proposes a ditch along the property line to stop any surface +~ y ` _ _ - �, _ - �- ` \ `� \ \ \ \ BEaRiNG=sos'.a';'s"ty runoff from reaching the residentialproperty. s2s 92 92� p`�' o - \ \ �\ \\ \ \\ 9 {r'r�p X _ \ \ \ \ 1 \ \ \\ \ \ \ \ \ '.soils �92 92A+ 92$ �`r. \�\\ `\ `` �. 29 + � w� 92� The soils types determined from the USDA's "Soils Survey of 92 92A Frederick County, VA shows Welkart-Berks channery silt \ t'! �• \ a , - _ - z " `�, ( \ \ \ 1, \ i \ n �' ``- \ • \ loams classified as #41 C and #41 D. The soils is \ � ,•^ I � 1 � � \ '� \ \ •*.,,, �`E pp' �N ` �92'�t•_.._92R_ �-o� �ls � �%-- f � \ \ 1 � 1 \ 1 �"�� �. � \ predominately shale and offers slight erosion hazards. \ � .�•� Goo i i 1` ~ 1 � \ \ \ „`r - � w s is „ „ s2 +8 / j I ! \ 1 y t i i\1 y �� °� t Topsoil an this site appears to be 4 -6 thick with pockets in _ I o5z- l \ low areas as deep as 15". ! � it i r � 1 r. \\ .. \ � ,.. \ \ \ \ � � 2�`w Z / �g2� 91 ! / ! � / / 1 I t ) � 1 P -• �'� \\ 1 / C� ( v, 91 1 \ \ I InterSte 81 92 9 0 2� / / x / i // / �- / l j ! 1 \f I \1 \� \ i ! \ Deed Book 285, Page 183 Q G v s 91s i / r! 1 I i ! \ 1 1 01 1 _ �e` � I Erosion Control Program o" 92 + ( / x / ,/ 1 , ! XN � \ Plat Book 3, Pages 175-182\, 291 I t 1 I �IMU \ Variable R/W Width . Clean & maintain existingconstruction entrance with wash ++ o 4i�/1 \\ USE 1�� �' / ,•/ r/ // // I / / \\! I tl �\\'\ � \ � 1 >� ^ '�! o 2� 0� S �, Gpj x r ti 2 ''/ / / // i j 1 \ \ \ P 1 6p rack 6! / / / I / I \ QLi,T 71. 93 g �n ! ,\ / / -'� •- �` \\ \ �� � p� 15 R x / �pS ,� ,\ , � � •� Clean &maintain existing sediment basin 'to F� x p�f3� OFF' �' , ' / / / , / ! t 1 I ` \ \ \ \ \ �\ Install ditches with check dams R O o 0 \ '� '� \ \ \ \ & Grade site and seed all exposed surfaces immediately V 99i ��\� Q*�~x 0 / r/� r\ / / ! iJ II / r / It\! \ \\\\� \ \ ro � ' j \ a'�2 • .� \ p t� � IN t pt�``' 2 , • / 1� / ! 9 �� ° \ General Erosion &Sediment Control Notes. (VESH Table 6-1) _ I i ~ j t€: - -? .,� \ \ • \\ \\ s1 \ Qfi'�.a�� C�C� � RFy�� j '�g2 r s�� � r -' � / -- -- / / `°�`� ! !! !` i'4 � I j 1 . �\� ,\ \ \�\\ 0, \\, \\\ \ �. > 1 1 191.2 t 1 r r - i I I t c I , \ \� \ `d, \ ES-1. Unless otherwise Indicated, all vegetative and structural 0 I I R i �p 1 �i 1. \ 1/,� l I ! i 1 1 1 I 1 \ \ a� \ \ \ \ \ \ C o v g1 \ erosion and sediment control practices willbe constructed and , ., _ _ I �, 1 os 1\ \ \ \ / i ! ! \ A \\ \ maintained according to minimum standards and specification o /, % von`° ! ~' i '�•. \ // \ ` \ \ x ottN ! �F }} 9t2 \\ \\ I ! I! `\ 11 1 \ \ \\\ \\\\ `\ of the Virginia Erosion and Sediment Control Handbook and @� AP�SITE P TJlLED 'MILL GSREEK iNV MENTS / \ \ x ' p�p`� I �o t 1 \ i p - _ \ j ` 1 1 1 1\ ` \ �\ \ \ \ \ Virginia Regulations 4VAC50-30 Erasion and Sediment Control ROV£D Y 21, 2002 IS NDER C STRUC77ON \ \ 9 691 ! 1 1 1 1 1 \ t \ 9J W .� ! 2 , � 1. i J 1 y \ \ \ \ \ \ Regulations. A � (n b A THIS TIM . SEE 7NiS PLAN CONGER /NG WATER t \ \ 1 _ v j \ 1 1 \ `� ,,. \ \ \ �Y ANl3yORAIAG4G ISSUES CONC£RN7N\G FD B017� L07 \ \ \ \ / Pl;? yg24� 1 G A ► ; 1 11 , \ _ \ . _ - J 1 II ; t` 1 11 1 1 \ \ \ _` �\ \ \ \ \ •� \ r .a C4 6�s 1 2 \ \ \ y \ _ - r 1 1 1 1 \ \ \ \ \ \`� \ \ . �� �,� t, ES 2, The plan approving authority must be notified one G M � a, I I � \ 1 \ \ , 190� _s l 1 l 1 1 \ \� \ \ \ \ \ ►� C i�o d� t \ \ 89 - I 1 t t } \ \\ \ week prior to the pre�constrcrt.#lan conference, one week prior o _ � \ \ p%� \ \ \ ° I I 1 1 ! \, \ \ \ \ ° \ ` • `' to the commencement of land disturbing activity, and one i � 4-((7)) 56 s } \ \. \ -- i ! i 1 1 \\ \ �\ \ 1 1 week prior to the final inspection, ! \ i ! / ! / r �• r� � E � MILL CREED INVESTMENTS LLC � _ \ � = \ ! ! DB 9�)8, PG 871 \ \ \ t \ pt�,5 �+ i I s gs ! ES-3. A# erosion and sediment control measures are to be R ; Zoned':•-M-1_ \ \ fig ' ! \ OA i I i I y 6g� \ \ \ �° \ / ! / / \ \ \ laced r/or to or as the first Ste In clearing, Use: Commercial I g ! x`' fit 1 1 \ \ `�. 2 0 / 8 2 1 \ �• \ \ ` \, / / ` E5-4. A co of the approved erosion and sediment control 09 � � ! \ ,001 69 I \ \ \ � \ \ \ \\ � \ - / 1 � �\ �\� \ / / \ plan shall be maintained on the site at al/ times. f i ! ES-5. Prior to commencingland disturbingactivities In areas 11 ' �� (- `` _ _ \ \ \ �� a$ �Q \ \ \ \ \ \ \ \ \ �/ / /.- , �� t` other than indicated on these plans (including, but limited to, i 899 off -site borrow or waste areas), the contractor shall submit a ' "- - _ -� \ o� _ - _ i �2, _ t_ _1_ •Ss� a _ \ 89 supplementary erosion control plan to the owner for review ti r' �'' 9s , / / / l \ 1 \ \ \ ` / \! `` \ \ \ \ \ \ \ \ \ and approval b the plan approving uth ri A \ / r 2r1 W ES1l7 / SSEM Lr 1` it I 160' F 8" WA NE / BOLLA DS I \ `' `` \ `\. \ `\ \ \, \\ \ \T �` \ \ SANITARY SEWER MANHOLE EXTENSION AND ES•-6, The contractor is responsible for installation of any / w 1 c _ _ - w \ 25' BENDS �--- w--- w �-t �-- --/ �►-- • \ \ \ \ \ \ '\ \� \ �`°\ \ `��1\v\\0 6�.'� 9 \ POND DAM WITH 15" RCP AND RISER WAS \ additional erosion control measures necessary t0 prevent \ \ \ \ \ \ \ \ �,\\ \ \ \ \ \ erosion and sedimentation as determined b the plan \ �.,, \ \ \ \ \ \ \ \\ \ \ \ \ \ INSTALLED BY DESIGN ON SITE PLAN MILL , y \ \ \ \ \ \ \ \, \ approving authority. ses 7 � \ \ �, \ °•. \ \ \ \ \� \ � \ \ \ \ \ \ CREEK /NVESTMENTS FOR LOT 5B. THIS 4 ! _.. , - £� G� ►SALVE Q 00 \ \ ` \ POND MUST BE LEFT AS A SEDIMENT ES-7, All disturbed areas are to drained to approved sediment \ \ ` \ '� -! \ \ \ BAS1N FOR THE EXCAVATION OF THIS S1TE. Glk C6NS7PU0nO \ , """'�D�----- I 1 \ �, \ \ control measures at all times Burin land disturbingactivities \�'�,\\\ \\fir,. and during site development until final stabilization is gA Q(}FF£R NCITES: 7HEiEXIS77NG TREES AND NDERt;I74W1it Wl IN 40' OF Trig PoPfflY LANE ARE' "-& t''" \\\ \ ` achieved. BUFFER REMAIN AS A FULL 1 EE TU Tf�E RESID NTWL PRRQQP�ER7Y C�IS A MAY NOT BE DISTURBED IN WAY WITHouT WE PRIOR APPROVAL OF 7NE' nMDERIC \ \ I \ \ \\ \ 55-8. Duren dewaterin operations, K ,water will be COUNTY DEPARTMENT OF�NNIN AND tDEVELC�PMEN% ANY TREES QR UNDROWTM pumped CAI '�•� 9 9 P P p \ \ \ \ \ / IN 62'36 43,.' W - 731,13 / DISTURBED W/L RE, RE T71 ! AREA\ TO HAVE 1LANDS PING AND NC(NG. i� 1� c t �� �\ \ \ \ \ \ into an approved filtering device, w.y w6w �� \r�r - ^ ✓ ���� '1� ire �y'�� �' ES-•9. The contractor shall inspect all erosion control measures Q. _ _ , .- .-- --=- _ _ , - —, ----C periodically and after each runoff-producingrainfall /, � •...�.•-.--'� �'-'.-'-� _ - .� -- -...,. �.j"-•--. � --t'Q _ _ - . `..�� -" -- -�-" =„� a _ - `.�.� .�.�. ',� , � - \ \ �:\ \ \ \ \�-�9s� \'�` \ \ \ \ \ \ p Y event. J 6�� ! _. _ _ _ ► Y ` ,x> � � - ~ �. _ ._ _ - " _a__ --~ X ✓,- 1 _ 1 \ \ \ \ Any necessary repairs or cleanup eto maintain the / j` >�• C �` \ effectiveness of the erosion control de �. \ \ \ \ o devices shall be made immediately, -1-T I ` N U.. \ I 1 \ \ \ \ \ \ �\ \` \ \ �\ \ Frederick County Note: O / p!! �iaw S4L-2 i i , \\\ \\\\\\\\\. ,�\\� \\ \.� Ii,l Ill! '• �,' ! \ �.! I I I Huntington Meadows Section II I I I I i I I I I \ \ \ \ \ \ \ \ \ \ \ \ ` � !i � '� \ � g \ \ \ � \ \ \ � \ � � �\ \ \ The Public Works and Engineering Department wl/i retain the __�_:i \' y I i DB 754, PG 626 I I I I I I! I ! i r i I I I \\ \\\ \ w \ \'� \ \ \\\\� \ ° right to add to or modify these erosion and sediment control W c� Zoned: RP measures during the construction process, within mason, to V \ / Use: Townhouses ensure adequate protection to the public and environment, p b o Prune out any dead or broken branches, removest6i�Ar� IZEVISIOiV ti,t PIP., ' OUTLET CONDITIONS C all raga, labels plan. Seeding Schedule filer section 3.32 of VESH) wires, eftc. from plan. 7/16/02 PER FCSA, PLANNING, & VDOT e= ' J Q W TREAT WOODEN PANEL WITH WATER SEALANT. Prune codominant Madero— �'�`"'- DO NOT prune terminal 1,)TopsOil will be spread at a minimum depth of 4': A A 7/19/DZ CHANGES TO PARKING LOT p �` � UJ LC 2-3" munch leader or branch bps p 1-4 2-3' Saucer) Sat top of root ball 2. Pulverized a ncu/tural limestone will be incorporated into the soil at a rate of 92 /bs per �1 / equali to or 1-2" Prune rubbing or ) 9 p p 7131102 CHANGES TO NOTES - SHEET2 O +L above grade. cross branches`"" �- 1000 square feet (2 tons per acre), d 910►4102 REVISED PHASE LINE W (4 3.)Fertilize with 10-10-10 at a rate of 23 /bs per 1000 square feet (1000 /bs per acre). � z o> TO FIAT � w Removes container, use 4,)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and 33 % Red Clover,ARs.� erlx No Dsi:lNsn ;l % t : t• °f sharp blade to make Pnrne narrow crotch CSANNM four ,p4 =1"outs the 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 Ibs per acre and PLAN "' angles ck water spouts len th of boll and cut o t y.ti;;; t�• X' on bottom of anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre, ball.• loosen compacted --Prune broken branches r r+ roots. Remove togs and labels L n CONTAINER GROWN SHRUB D z Prune suckers ea and Signatures Cut away all balling ropes /� R7-8 HANDICAP ) > -d�- Prune out any dead 2"-3' mulch kept PARKING S1GWi 3 WN, 12. 1 12: 1 3J MIN. 7 or broken branches. Remove top of wire basket away from trunk (12" X f8" \` N SECTION A -A �� am Ytx Dr e•-o; mdotomm soy IN taa r>alnaM Remove all togs, labels, RESERlrEO strings, wires, etc. from Soil well to CO-6 CG-6 Plant!-" contain water PARKING MAY BE PLACED A H OF PATH QF INTERNATIONAL SYMBOL ON ONE BLANK, �C. �1 Vr ;' r Z n 1 +'• `, , t }5... Of ACC£SSIBILLTY ADvusnNG THE' r� 2-3" mulch \ r, REQUIRED HEAVff A add (MIN.) .O IF REQUIRED r0 ACCOMMODATE Set to o/ roof ball 3: ' ) L. Backfill soil THE ADDfIIONAL I2 2-3` Saucer eegqwa/ top or 1-2" ,"I ,'� ( uNEs dlfl I BENJA.MTN C. y u GVFR/.%7 ATS above grade. f Partially boekr/l, \. ;4u RR•; . r--"- water to settleVAN DE Op 8T MCINTGCIME{�Y Widen and score ----- ACCESSIBLE yK '1x:holes in `wart � ball, illing, ® No, 030342 �Lf No. 002331 � , bac�Uing REWIRED ^ PLAN VIEW l �O ,f TYPICAL 6 TALL BY 8 WIDE DOG-EARED FENCE PANEL. ;;. �?%, Remove rope dr burlap --..7 PENALTY Poo-500 EFFECTIVE�- „ „ , , r •, ,•; , • , from root boll, Area for water JULY 1, 1996 a INSTALL ON 4 X4 X8 TREATED POSTS SET 3 DEEP. ,: ;� �:. Remove container and drainage (Ptpe TOW -AWAY ZONE `'.E\a cut ctn:ling ,Hats rf or the could S1J �v a ; `• .1"ti! contalner-grown, or be installed) 0 z DATE: DUNE 12, 2002 OPAQUE FENCE DETAIL as much burlap as Leave solid soil pedestal - do not a Q Dig hole 2-3 times possible if field -grown dig deeper than bolt depth rc d d width of root ball. NOTES: SECTION A -•A - SCALE: i" = 40' F77N. T. S. Dig hole 2-3 times root boll width f PARKING SURFACE 1. HIC SPACES MAY NOT EXCEED A 29 SLOPE, "' `�1D , Of '°a p THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF BALL & BURLAP SHRUB CONCRETE WHEEL stop xarss: 1. APROIQ 1naD+c lux ec tt>PxAP, oaovtl;D RII'BAP, crAl3aoN (IF REQUIRED) 2. RAMP BUILT TO VDOT CG-12 STANDARDS. BAMT. 08 cdltcwm FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION a, 1A is TM UMM or Imo eiPW APRON AB cALQtAd'lED FILE NO, 0037 TREE PLANTING DETAIL HANDICAP PARKING SIGN DETAIL J. WHITE STRIPING SHOULD BE 3 WIDE. MM PL"= 3.1e-3 "D 3.1". OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE 9. d - 1.6 IUM nM MAXUUII SIM DIAL IM BIT, NOT TO BE INSTALLED WITH PHASE 2 DEVELOPMENT SHRUB PLANTING DETAIL (NOT TO SCALE) (NOT TO SCALE) 4. OUNIGN TO BUILDING IF BEHINDLSIDEWALK Source: Va. DSNCum TN 6 Ix� Plate 3.18-I ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEEP 3 OF 5 (NOT TO SCALE) III 695 . •I .:t 675 670 EX BRAD _ PROP._ G ADE L8 "W L MAl .X TAIN 366 SDR-21 ER OVIT ATERLINE -� I 8" PVC �Q O id � � �'Q CZ 0 50 100 150 200 8" WATER LINE PROFILE (PHASE 2) HORIZ-1 "--50' VERT-1 "=5' 700 r,. .•t .:t 675 670 ' PROP. G ADE I '693.00' PROP FF f ,,1 I { _ - o SLOPE ! V� o I ►� i v ^ oW`Q ��� c,ca �� 105 Lr) ►� o� �� oo -7-3 W �.. - mom^ 1 '- I 0 iy o -C-) ^ 00 0 50 100 150 200 250 300 J50 �lo t SANITARY SEWER LATERAL PROFILE (PHASE 1) HORIZ-1 `50' VERT-1 "=5' 1. 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 for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that Is uniform, mature enough to survive and will inhibit erosion. 4. 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 upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sedlment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that Is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed storm water conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent passible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. 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 backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be compiled with. 17. Where construction vehicle access routes intersect paved or 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 paved or public road surface, the road surface 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. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.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 authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration. rt MOM 675 670 0 50 100 150 200 250 300 J50 400 450 GRADE 00-18CMPp� 0Z _ I� „ I I DITCH ^ 0 ^ 0 Q-) I I a N # i 4. 75 � 11- 7L -12 In 0 50 100 150 200 250 300 J50 STORM SEWER PROFILE (PHASE 1) HORIZ-1 `50' VERT-1 "=5' 700 695 675 670 400 450 PROP. GRADE ��7— -- EX GRADE EX. 8 .' �0 - - MAINTAIN 18" GLEMANCE 6" iDVC SDR-21 WATERLIN MAl I TA IN 18" LEARANCE :_ I� { 1 LZ W �P^ L m 0 50 100 150 200 8" WATER LINE PROFILE (PHASE 1) HORIZ-1 "=50' VERT 1 "=5' 700 695 675 695 675 TH pF Ll� GAA�R. UATES No. 002331 S U ?'\J �-a; THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, >e G O u- .00 a� 0 (D AA5 § E > ®� LL E' O Y fn U � °P° O �r U ®® JIM c 'Cogv :3 N a� v J- J CIZ �CX wz �O �® �L LLJ v k ® Jew W V LU ® W cz. U tA W Lw? ow. V U O O O 'N 1 "b 0, M �, ® el d a9 W DATE: JUNE 12, 2002 SCALE: AS SHOWN FILE NO. 0037 SHEET 4 OF 5 c) U_ 0 LL cc) C\1 co A A grade S'minimum* cr) Q minimum 0 as required I mum trench vvidth co cfl Q0 general backfill W III general backfill -(see note form board (typ cy, machine excavation limit dia. schedule 40 steel - kiii, cy, METER BOX and COVER 6ao (see note) p1pe filled with concrete 3' METER SIZE METER BOX METER BOX COVER and painted yellow UI 5/8'x3/4'or3/4' 18 in. Dia. Non -Traffic IM32C-PW 8' Traffic A32HH - T trench bottom Non -Traffic MC-30 (Frame) WITH RML-l-T (Top Lid) concrete 24" select backfill gate valve -ate valve 24 in. Dia. 24"seloct backfill boxes & box undisturbed earth • stone bedding Traffic MC-30 (Frame) WITH RML-12-T (Top LEI) (see note (see note) _J 18'dia. concre e TEE, WYE, OR PLUG TYPICAL SECTION encasement L0 ad encase (D In E concrete p (D (0 C 61 In lieu of wood forming the fitting may be wrapped with *denotes hand excavation treated 2`x 4' with T-6" Sq. x 6�d ep C\J 0 0. O.D. ethylene, and the con poured to completely surround "D' = 12' min. for 10' and smaller pipe top 6' painted blue N Q 1/2 O.D. concrete 0"fitting and against undisturbed soil. The bearing dimensions `D' = 18' min. for 12'thru 20' pipe C n polyethylene, against undisturbed soil shall remain as shown. meter cover thrust block _T > CtU see chart below for A, B, 0 dimensions. BOLLARD DETAIL < set 2' above �6" minimum 1-fin. grade prior L 6. 6' CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS varies as required to sodding E stone g stone Pipe Plugs, Wye$ & 11 1/4'arld 22 1/2' 45'and 90' .PZ 744 U) 0 Dia. Tees Bends Bends ZEzzog (D C E o corporation 0 - A 6 C A 8 C A I B 0 stop 3. 1 W-2 1" ��i- fby F. C,S. A. 2 3: a) direction of setting to be approved prior to installation -C @ STANDARD CONCRETE ARCH slone bedding meter box 0 CL 61 11-01 Y_9" 11-01 01-T U-91 01-91, 1,-3* 0,-9, 1,-9, y, surrounding box type 0 (D -0 8" V-X 9-9' V-3' (Y-9" (Y-9' 0'.9" V-6" U.9' 2'-3'scre-0 10" V-6" 0'-9' V-6" V-0' 7-91' 1'-3' V-9' o-91 Z-6' ngl iteck valve ;adjustable valve box 36'min. coch general backlill general backfill 12' V-9' V-0" Z-6' V-3' V-0' V-6' Z-O' V-0' 3' 8. with drain valve ate) (see note 14' 2-0* V-0* 3'-0' 11-31 V-0- 11.6- 2-6- _V-0' 4'-0* angle yoke as required concrete pad V-6' sq. x 6' deep 16, 1 2-31 1 11-01 ij valveU location marker T-v *31 91 stone -valve megalugged 20' Z-9* 1' type K copper to main A �tubing, continuous 2* min. - 6' max 8" without joints from megalug 11 1/4' THRU 90- BENDS water main main to meter 6" stone bedding -megalug W elect backfill METER SETTING PARTS 4'ston 24" select backlill (see note) (see note) line meter angle yoke angle check expansion screw type size size yoke nsion gaiv.nrods over fittings and 'D valve wheel -adjustable embedded in concrete thrust blocks. BA94-2-24W HHCA91-323-TV EC-23 curb & gutter valve box 5/8')(3/4' Y502 stone• •L & C84-34 Street slope stone to be minimum 6" O.D.6- 1. 3/4' A of 6' above top of base A' C84-34 18' to 24' Y ,64' 1 BA94-444W thrust black -444-TV EC-4 HFICA94 14'- 20' 8 2 36, 8*x 8*x 16" solid black FlnVa Y503 BA91-323W & HHCA91-323-TV EC-23 locator marker _.�,17E ROD St NO. ROD EMBEDMENT & C84-34 2 O.D. stone 12'& LESS 6 2 30, egalug Concrete 0� (for valves 12' and larger) Q) k L6' ?T, 6- INSTALLATION NOTES:.(?sidewalk LC Concrete concrete 1. Exact location of meter box assembly a An 0) Fitting,.Vo,1,up,, o2thrust block in d,, ITI 2lp VERTICAL BENDS 4 ly5 to be approved prior to Installation. stone bedding 6' - type X�: 4J 1.3 2. Water service crossing street shall be Note: this detail is also CONCRETE CRADLE CONCRETE ENCASEMENT 8" - 1.1 2.3 encased in 3'dia. SCH40 PVC or W used for butterfly valves:rhLn mechanical joint 10, 1.8 3.7 SDR21 piping. The piping shall run from V) swivel tee with tr� LI) THRUST BLOCKS FOR VERTICAL 12, 1.2 2.8 5.5 C: one foot beyond sidewalk, across the UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 sbreel, to one foot beyond sidewalk- 6' branch 0 NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS. 16 0.9 2.3 5.1 - 1 X i TEE (T444-444) CD U it) U) Ia. 1.4 3.2 6.3 - DUAL METER INSTALLATION I- \_ 2(Y 2.2 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1 METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY (0 Figure I Figure 2 Figure 5 Figure 8 Figure 9 0) r') C) rq "T R 0 CUK1. CHECK DAM STONE CONS JPR, UCTION ENTRANCE SDR 35 spigot SDR 35 spigot by 2 ACRES OR LESS OF DRAINAGE AREA: by gasketed SOR 21 gasketed Q) bell 45* bend bell adapter 701 MIN. EXISTING Q) (see note) Al PAVEMENT 5..1 N y y y ® FILTER CLOTH 6" MIN. A MOUNTABLE BERM 3 (OPTIONAL) cast iron cleanout cap with brass plug FILTER CLOTH minimum having a countersunk Square head SIDE ELEVATION (OPTIONAL) Panella Model PA4SV-CSK (4') SDR 21 gasketed Panella Model PA6SV-CSK (6") EXISTING GROUND SDR 3511 pipe and fittings SCH 40J finished race (DOWNSTREAM VIEW) gasketed bell wye (see note) solvent 70' MIN. 7 weld Cap property square concrete skid pad 10' MIN. VDOT #1 WASHRACK COARSE AGGREGATE 20"x 20"x 12' deep (OPTIONAL) line 7-T __L I FLOW 3' 4' stone 12, MIN.• 10, MIN, EXISTING PAVEMENT Cie t pipe SDR 21 W min, -d location marker cover SDR 35 spigot by I SDR 21 gasketed VDOT #1 POSITIVE DRAINAGE 10' MIN. SDR 35 bell adapter COURSE AGGREGATE TO SEDIMENT stone .5 - 0-0,­°,06,0;00000 B - 2-10 ACRES OF DRAINAGE AREA: gasketed bell wye TRAPPING DEVICE 0 35 spigot by 0 (see note) sanitary gasketed bell 45' MUST EXTEND FULL WIDTH sewer main SDR 21 bend (see note) OF INGRESS AND EGRESS OPERATION PLAN A EW L11 treated 2' 4" with Lc 6" top 6' painted green 0, n., 12' MIN. LU �) (f) IT 4" pipe at 2.00% U) 3' 6' stone bedding minimum grade 3' MIN. FILTER CLOTH CI NOTE: I.Where length of service lateral to exceeds 3* MIN, (OPTIONAL) LU (J 75'a cleanout assembly shall be furnished at 'T the properly line. Noto: If top of main Is 2. If top of sewer mains greater than 15', then FILTER CLOTH (DOWNSTREAM VIEW) 42 greater than 15 ft deep wye and bend to be heavy wall SDR35. Lu -_-,I SECTION A -A CY-1 use heavy wall SOR 35 LLJ VDOT #1 _Q concrete cradle if top 6'-7- LLI LL1 of main is greater COARSE AGGREGATErY than 15' deep U_ A. T FLOW GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT Figure 15 Figure 17 REINFORCED CONCRETE SECTION B-B DRAIN SPACE CLASS I RIPRAP SOURCE: ADAPTED from 190 MarjIgnd Nrilgr1�1C 5911 9ro;19.n god 52LruaLk*�, and Va. DSWC Plate 3,02-1 SOURCE: VA. DSWC PLATE. 3.20-1 9 TIM" Rk!'" or 7-T STREEI APPROACH SALE Z-1 41,11111, SPA CIIVG BETWEEN ui-iEkCiWv DAMS A--, SURFACIRG AS NAPILrAE ­115 TEN MAY BE PMCASI OR CAST 111 PLACE. (RADIUS TO BE AS ij I ROAOWAY 19 mw_ SHOWYN ON PLOM) C I C Q CXr_RF-E TO BE :LPSS " F rj�5r ri PLACE, A= KRADUS TO BE AS 'CLOD M, IF Xc�^K-.c. ----------- I_--c I i� SHOWN ON PLANS> AMR m A&L A ON f STIO. U. VAMA.. �XA"WKXI (;JU 3, % ( COPMAIII W70 6 O.TTER 11AA40 A FIMUS -12 OF .'(I' - FT MR I FAI (N rW. --A-.F OF CIIPAI.IZIA I SPID CG CURB M40 GUT-T GJnr;. M"CnM A -A ILL! A 9:9 anwi-it, r ILEM Z� CLASS L THE DISTANCE SUCH THAT POINTS 0 4PORUSIE -H EVIBILCED OKI] O;AIX0C. 1-1 Ar rin-irm or r 3 v. rRI I Ay�p -r r., ei a Tr 11:�c 4-SIDEW&K @ I " (I Ru 6.1 oprICRAL CONCRETE ti /Jr1CU71rER 9 BE CCI49- :TED P4PN_L=_L p t; CLOY? LVIE 1, /4D TO TIIC DI Or III: -IWN%6 " 1,; N."E& Uju,N�s A AND B ARE OF EQUAL ELEVATION Z to EXPANSION JOINT EXPANSION JOINT S. O-b :U,k$ W.' bt U�kt) hHtM :so\ rJ1:CD IS 40 W I cr, LMS 13 A_J LLI 0" PUPA_ -KhVA-s 4AC 45 L4-H Cif _;W7E­: WIDIH yr, 21.0" OR AS VANUNE ROADWAY F- F- Z 2' R LCSS N IDEVOLOPIC, 031AN IS E1.13-JI squwm ON TYPICAL sEcrcm. SECTION C-C Seals and Signatures A"A& TW--Z cf:51:0 S.MS um is Hkt:UviL). tun 4F am= AaMQ" 3morlu PLAN VIEVi E AMOME rI 0 PC All A 4WnWM CONSTRUCT ORADE CHANCES WITH A PARABOLIC CURVE, LI V) 61 A -,­�TANGMT FUM rXI 1KNr -tm WHEN THE EN7R&NCF RAOICANNOY ACCOMMODATEf '-- rr R)MM WI "WWP`=�` rH[ TURNING REIDU$�EWICIS OF ANTICIPATED HEAVY A Cip TH Cip Z Eli TRUCK IR Wli%I%THI� DEPTH FOR RM'ISFi0UL0 BE I!, CURB C1. 10'PARABOLIC CUI RAMPS F LI -v,-' INEREASED TO 7". r-T EDGE OF SHOULDER OR 7' OPrICNAL FLOW Llhk- D WHEN Svc). cG-ii Is usEo FOR ENTRANCES BUILT A 6 TM 1112!W Th I& I" FM d=TWM 3W IEMN%sWtb wm =&" L� IDW *am - - - - - - - - - 114 CONJUNCTION VATH VDOT PROJECTS, PLEASE MAI'LINE POADWAY tm4.®a )r Vr CM 11I � a" p9w UNMI! IL ". mr for Q397`111I I rr. MR LOPE CJ-MCE D P40TE THE FOLLCIVLNG; Q) MIN &W nM Th K IM " 03SK I WI " F AMM WH " IRMW KIMK BENJAMIN C. Q) 31 STABILIZAMN REQUIRED FOR MARLIKE ERY :7-T-C II Or THE CJ)RI3 AM Pq=3WT UK CRIT 9 PLX3M IM C"=AKX WWUW IMA ME PEC"= IrP JO SMEWNWV PAVEMENT WHICH CAN BE O"ITED X MAX' TXUET D XX NE PAvEvENr SHALL BE C005TRUCTED U 15MWAKE MRW SWOC W6W 1% WX M" W ng IM RMN &M lit FPO MY C 40' MCI fn_�_ IS, Ot I TO TI-C P/W ILI "CEPT MY SUBCRADE OATE5' MONTGOM O.TTE1 WAY BE CON',tPUCTED Mft Hr IFWL Mn =W A mI wAm qr Vn ENTTIANCE THE DFIRMCEI) No. 902331 in P4R6I tFI _'.) IHF .11 rPF �FA Karla MW Fir Wn LW MW I MW22 MmwnuALLY W" nw rtm 111171! Low - A 0342 �i.UJML Cjy4S� PROOLI�� PMUME OOWKUM Aw W" mum Wa SECTION A FLICIAL CURB OR COMPRIAliON No. 03 'A CURB 14"1,111? 'F - Xr� rfpl L r F WAP A- & MKIIIIII'LMn WW I Mn FW OVAL WM M TW MOM Ri= AM GUTTER SKILL NOT BE 014STRUCTED TII PLACEW IITT GUIDELINES FOR GRADE CHANGED BEYOND THE R/W LI EXCEPT FOR AT tilTERSECTM MW Ot CARI` 0 VI ATM PtJ=MM tF FMCAW MOP RJ3= POOM3Wr CCPCWM MHOU REPI-ACEKIIHINT PURPOSES, TIM S AIEA VAY BE C:HCVt­ AT III %IMPI CRG*YWALK IR RAM Ar* A I I W 01, HIM 0- IHIL WN-IRACIW CROS" III LM AW W MOM II P RAM P;F" WHEN USED IN CONJUrCTION WITH STA40WO CN WTH BUFFER STRFI, "Mo"Wil or obw a III w� MU 5= 911.131611 MM 4M Or rt Mr ENTRAtKE VOLUME DESIR vA`1MUW_ CC-3 OR CC-7. THE CURB `ACE 04 1HtS Is, Is 91 jo PM pop AT TME Wt PFM PM �� WANT STAND 0 IS TO RE ADJUSTED TO MATCH THE wam" = CaIiIiiiii= � WAW1LTC2VPUI RLXX MOLINIZABLE CURB CONFIGURATION, NAL S U PN DATE: JUKE 12, 2002 qmom m wrifint agm Trjwnw X"W TQ IV S" rAM AM gWtWW 2 rRlDff HIGH (MORE THAN 1500 VPD1 0 Z 3 x SEF STANDARD CC -I?. FOR CLIRB RAhP DESCN M I3Mr" " unilIx L1EOUM (500-1500 VPO) S a X a X 10 (1 11 WITH _IHS STAI)ARID. SOURCE: VA. DSWC PLATE. 3.20-2 an um I ammutirriiiiii " wuiiiiiiiiiiiii� awa N UQ= FAS ON DN SU� 9 Th K MAND Ia MAWR SK mmiff4u am Me C, LOW (LESS IHM 500 VPD) 8 % PLANS ARE TO INDICATE WHEN CONSTRUCTION OF CUW LINI OM Vill, EK L=V= M � .11:111 Tie FLOM CK ON t�wm III '"M A FLOW LIM IS REQUIRED TO PROVIDE P05111VE Tirr OM11111 I rNN Jff MDOM7M ENM M AI of= 0 .. 'M 11111I or DQANA6C ACROSS THE E119RANCE SCALE: N/A ��'Er.t "MW f=ff I. MW MMM W 1I tR3LILX 6 MI'M op7ior'AL rLOWLINE MAY RECURIE WARPING OF A THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF trench 6A- k6,�* FIFIC I typ gate trench to. at boxes W �d t & b, I, Ellst.,be R..rth RN PM M DM ffd 15M 99 MR,mm"I 3= off K Wilma VW X=MW siangium M "I bl;3um PORITIDN OF GUTTER TO PRECLUDE PONDING OF WATER. ii-J& UNRO Vy 1K 00I im amuia W is wum KM "-+41 mw LAM FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0037 ONOWIL ON CETM IJI FUM 1411M MMWM WV 1111111111-M M111111J. 9A R rtjmw, S11FICATIOU OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE PERPENDICULAR CURB RAIAP REFERENCE METHOD OF TREATMENT- ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF CONNECTION FOR STREET INTERSECTIONS MCESS FOR MOBILITY IMPAIRMENTS) C)' (,t1-TFP IVAM 13113011'rWINT Cr ivilarman AND COMMERCIAL ENTRANCES t,sVM141A DEPARTNIENT OF TRANSPORIAT)ON FILE IMI �•% / //''�) LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAPLL �► p EXISTING FEATURES 1. Water and sewer lines are to be constructed in accordance with These plans. The lines shall additionally meet the Frederick County Sanitation Authority. V1. A!1 work on this project shall conform to the latest editions of the Virginia Department of Transportation Road Bridge Specifications Standards, The Virginia Erosion and Sediment Control Regulations, SCALE 1 "= 2000` * q all requirements of (VDOT) and and CO EXISTING EDGE OF PAVEMENT Ey EP _._ _ -_-_ EX EG 2. The contractor shall coordinate with, and arrange for inspection by, the Authority, and an other state federal or local regulations applicable. In the event of conflict between an of these y g pp y standards, specifications or plans, the most stringent shall govern. FORT COLLIER co * •a 2 n EXISTING EDGE OF GRAVEL ___. _ ___-_._ _._____ .__.___ .. _.___ ._ ___.-_-. 3. Exact locations of water and sewer services on lines to be coordinated with he Authority's Inspector, INDUSTRIAL PARK O �, - -- + - _ new are 4. The Sanitation Authority Maintenance Department Is for the Installation through 2" V2. All construction shall comply with the latest U.S, Department of Labor Occupational Safety & Health ;e EXIS77NG CURB AND GUTTER EX CG-6 -- - - - - -- ---- - responsible of water meters in size. Before a permanent meter is set, they require; Administration and VOSH Rules & Regulations. EX. INTERMEDIATE CONTOUR - - - -- - - -- - 45 - - -- - - - - - - 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2 the frame and cover to be set to the final grade of the lot, g V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be In c with the current edition of VDOT's work area protection manual. Furthermore all traffic control accordance h p 9�00 co REGENCY 6 � oa 140 � � EXIS77NG INDEX CONTOUR - --- -w 50---- ---- ----- ---- --- 3) the distance between the top of the cover and the yoke bar be between 18 and 21inches; and flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge 3a,R LAKES o`er ° (0 8 4) all components of the meter box assembly to be In proper working order. It is the developer's/contractor's Specifications, Section 104.04-C. a ° - EXISTING SPOT ELEVATION X 50. 0, responsibility to have the meter box assembly installed correctly. CITY OF Z _ 5. For water and sewer services that connect on existing line: V4. The developer shall be responsible for relocating, at his expense, any and all utilities: Including traffic signal ��'� ��"+ INiNCNESTER �o �i � s + EXISTING TELEPHONE LINE - i ----- T - -- T --' -- (A) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. An poles, junction boxes, controllers, etc. owned by VDOT or private utility companies. It Is the sole responsibility of the developer to locate and identify utility facilities or Items which may be in conflict with �I� SITE VICINITY MAP c 0�i N y o E r _ EXISTING SANITARY SEWER ------ S ---- --- -- S ----- application for service must be made and fees paid before work will begin. B The Authority shall furnish and install all 5 8" 314 " and 1 "water services. (C / the proposed construction activities. VDOT approval of this plan does not relieve the developer of this m %fin ,n�ll \ �,� 1 " = 2000' o a Va �► O m " responsibility. r o ___ _ __ __ _ __ _ _-__ w EXISTING ELECTRIC SERVICE E L E For 1-1 n i piping t the property O o /2 and 2 water services, the Authority shall make the tap and bring the p p g a pop rty n EXISTING GAS LINE --- GAS --- --- GAS ------ GAS -- 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. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 17Lkk1k._ EX. 15 " RCP EXISTING STORM SEWER �V �- -v _�-�_ 6. When an existing water main is tapped for the installation of a new line: (a) the Authority shall furnish all V6. Prior to initiation of work the contractor shall be res onsib/e for ac uirin all necessa VDOT land use P acquiring �Y PROJECT INFO MA TION labor and materials to make the tap. (b) the developer/contractor must: (1) make application for the tap, (2) permits for any work on VDOT right-of-way. Owner Developer EXISTING FENCE LINE -- - X - -- - X --- - - X - -- pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work is completed. V7, If required by the local VOOT Residency Office, a pre -construction conference must be arranged and held by John V. Santmyer, Jr. John V, Santmyer, Jr. EXISTING DITCH LINE 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies, and VDOT prior to Initiation of work. & Paula G. Santmyer & Paula G. Santmyer 172 Imboden Drive 172 Imboden Drive EXISTING WATERLINE W/ TEE -- W---- ---- W - EX. FH 8. Any water service line must have a double check -valve or PZ backflow prevention assembly, as required, V8, Contractor shall notify the local VDOT Residency Offoce when work is to begin or cease for any undetermined Winchester, VA 22603 Winchester, VA 22603 (540) 667 5545 (540) 667-5545 EXISTING FIRE HYDRANT C& installed. The assembly /s to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. length of time. VOOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed 0 U EXISTING WATER VALVE - - -- - 61� -------f�---r---- W- - -- W 9. All fire lines shall have a detector double-check valve backflow prevention assembly or a RPZ backflow V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public through entrance in accordance with the Virginia- Tax Map Number 54-((7))-6A Front. 75 89.76 Address Imboden Drive Left Side: 25f 39.79 M sin cv o -W EXISTING REDUCER - W -- - prevention assembly as required. The assembly shall meet ASSE Standard No. 1048 or 1047. A remote roadway construction and maintenance of construction Erosion &Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this Area d',0153 acres R/ lit Side: 25' 31.00' Area g Zonin M-1 Rear. 100' Buffer 101' g g ( ) F EXIS77NG TREE DRIP LINE �, _.�..� �. , , ,�� �,.� readout is required. shall be maintained throughout construction. project g Proposed Zoning M-1 W � C 4 h PROPOSED FEATURES V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of Existing Use Vacant Proposed Use Self -Storage Parking Setbacks Per Code Proposed ® o a V �. GENERAL NOTES construction. Front: 25' 26' �� 'v I. Permits must be Issued from VOOT prior to any construction in a public right-of-way. PROPOSED EDGE OF PAVEMENT PROP EP - - V11. All water and sewer lines within existing or proposed VDOT right of way are to have minimum 36" cover and Zoning Data Left Side: 5' 10, o Right Side: 5' 6' Open Space Minimum 25/0 ® fa ® (M PROPOSED EDGE OF GRAVEL PROP EG 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. when possible are to be installed under roadway drainage facilities, Any unusual subsurface conditions encountered during the course of construction shall be immediately o Rear. 75'(Buffer) 76' Open Space Proposed 67/o M o C ko o N PROP. CURB &GUTTER 3. The contractor will remove all mud and debris from the public right of way that is left b vehicles enteringV12. p g y y leaving brought to the attention of the engineer and VDOT Work shall cease In that vicinity until an adequate g g �' q F.A.R. Minimum 1.00 Use For Parking Area Space per Sp. Ft Req. F.A.R. Proposed (41,100)/43560/8.0153=0.12 c o Q , PROP CG--6 and 9 the site. design can be determined by the engineer and approved by VDOT. Office: 600 1 per 250 2.4 a � 5 � c 4. Any damage to neighboring properties Including county roads and sidewalks, caused by the development of Self Storage: 40,650 1 per 5000 8_1 Building Data 10.5 v PROP, REVERSE CURB & GUTTER PROP CG-6R this site will be the responsibility of the developer. All damage must be repaired to original conditions. VI 3. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VDOT Inspector prior Type of Construction 2-C yp ° PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control g to placement of fill, Where CBR testing /s required, a VOOT Inspector shall be present to insure the sample obtained is representative of the location when sail samples are submitted to private laboratories for testing. Proposed Use Self -Storage Total Parking Spaces Required 11 Proposed Area 41,250 square feet # of Handicap Spaces Required 1 C M �• n c ai '- Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. The samples shall be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, Height Maximum 60 feet PROPOSED SPOT ELEVATION +50-0 6. The contractor will be responsible for adequate and positive drainage of this site, and that testing shall be conducted according to all applicable VDOT standards. Height Proposed 20 feet Total Parking Spaces Proposed 11 PROPOSED STORM SEWER PROP. 24 "ADS 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction, V14. All roadway fill, base, subsurface material, and backfll of utility/storm sewer trenches shall be compacted in Parking Lan # of Handicap Spaces Proposed 1 dscaping Data PROPOSED SANITARY SEWER S S S 8• All construction w/// be done following the laws and guidelines set forth by OSHA and VOSH. 6" lifts to 95 %, of theoretical maximum density as determined by AASHTO T-99 Method A w ithin plus or minus 2 % of optimum molsture for the full width of any dedicated street right-of-way. At the direction of Sect/ors 765-44F-3 - 1 PROPOSED TELEPHONE T T T 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site VOOT Inspector, density tests performed by a quallfled Independent agency shall be conducted as required In Perimeter Amount Per Code Proposed PROPOSED ELECTRIC E E E conditions, the VOOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 1 Tree per 40' 2.75' 6.9 7 KOUSA DOGWOOD Any and all signs will meet the requirements PROPOSED GAS LINE GAS GAS GAS 10. The developer is responsible for the relocation cation of any utilities required by this site plan. of Section 165-30 of the Frederick County 1 Tree per 10 spaces 11 1.1 2 KOUSA DOGWOOD f� t 11, All Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. V15. VOOT Standard CD and UD underdralns shall be Installed where Indicated on these plans and further where zoning Ordinance. A sign permit must be PROPOSED WATER LINE W If W determined necessary by VDOT Inspector. obtained throug tithe Department of Building 12. All controlled fill must be compacted to a minimum of 95 % density following Method 'A' of the Standard Trees must be deciduous and 2" Inspections prior to installation. PROPOSED WATER METER ®1 "WM Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by A V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT in caliper at time of planting, PROPOSED FIRE HYDRANT V8* PROP. FH a professional soils engineer. geotechnical report supersedes this note if provided, minimum design standards and is the developer's responsibility. 13. The contractor is responsible far contacting MISS UTILITY prior fo any site work. All utilities shown on This plan V17. Prior to acceptance by VOOT of any streets, any required street signage and/or pavement markings must be by developer /7 C Numbers I l � tUres Q. COMMON LABELS & FEATURES are approximate locations and not all utilities may be shown. installed the or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting-. The bottom of the sign shall be six (6) feet above the 14. The contractor will contain al! litter and debris on -site. The work must be left In an order/ manner at the end y edge of pavement and the post shall be a minimum of four 4 feet from the edge of avement. San posts P Engineering Firm: �` OFVf OFVf PROPERTY LINE OF PROJECT NEIGHBORING PROPERTY LINES of each workday. y 15. An approved set of site plans must be on -site during the construction process. shall be of a e found in VDOT's approved list. A co of this list may be obtained from the district type pp copy y section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. Engineering Group (540) 869-0308 MontgomeryEn Ineerin G Surveying Firm: GreyWolfe, Inc. (540) 545-7823'2� �PLTH A� BENJAMIN C. Q EASEMENT LINE 16, The contractor will notify all utility companies prior to excavation within easements. ty ty p p V18. The developer must provide to the local VDOT Office a list of all material sources prior to construction. Copies of all Invoices for materials within any dedicated street right-of-way must be provided to the local Zoning Enforcement: Department of Planning (540) 665-5651 y R, VATEso MONTGOMERY 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VDOT Residency Office prior to acceptance of that work. Unit and total prices maybe obscured. Site Inspections: 10 ' No.002331 •p N0.030342 cv a x PROPERTY CORNER FOUND O days. Department of Inspections (540) 665-5650 �,� / 9,? CAL � � Z PARKING SPACE TOTALS 12 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader, Erosion and Sediment Control: ,aw FS G �.q p4' Sl �d W � t0 0 Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Department of Public Works (540) 665-5643 Sanitary Sewer Water. ONAL SURv� p U ADA HANDICAP PARKING STALLzt DEPARTMENT OF INSPECTION GENERAL NOTES Specif7cations" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stone and Fred. Co. Sanitation Authority (540) 869-1061 J zt � Q 1, Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 (Storage) and the BOLA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessibility and the Usable Building & Facilities. -Q- SIGNS SANITARY MANHOLE IDENTIFIER O depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing of the density control strip. g y p Telephone: Verizon (301) 954-6282 Electric: Al/e lion Power 800 654-3317 g y ( ) Gas: Shenandoah Gas Co. (540) 869-1111 THESE PLANS ARE IN CONFORMANCE WITH COUNTY DF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ti Q ' g ® LC 1 STORM DRAIN STRUCTURE IDENTIFIER ❑ 2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and area limitations are exceeded for thetype of construction under Table 503 of BOLA. V20. Asphalt concrete pavement shall be placed In accordance with the latest edition of VDOT's "Road and Bridge Specifications "- (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office, A VDOT Inspector sha!l be notified MISS UTILITY: 1-800-257-7777 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. V l.V Zoning Genera! Notes LIGHT POLES 3, A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for building permits, Plans must show all Ingress/egress locations to the exterior per CABO 117,1-92 and meet and given the opportunity to be present during the construction and testing of the control strip, requirements of Chapter 17 of BOCA. Maximum 1. Exterior lighting will be provided by wall -pack LOCATION OF TEST PITS V21, Approval of this plan shall expire three 3 pP P p ()years from the date of the approval letter. Environmental Existing Disturbance Proposed lights attached to the building. 4. Maximum slope across handicap parking stalls shall not exceed 2 %. Features Acrea a Allowed Disturbance 2. All lights will be shielded or directed to prevent F/oodp/ain 0 acres 00/0 00/0 glare on neighboring properties. FIRE MARSf�ALL GENERAL NOTES T I DATA N Lakes &Ponds 0 acres 0% 0% 3. Outdoor trash receptacles will be in an enclosed six (6) foot fence. Wetlands >1AC 0 acres 0% 0% 4. This project will not disturb any environmental O 1. An inspection by the Fire Marshall's office will determine be EROSION & SEDIMENT CONTROL FEATURES Sinkholes 0 acres 0% 0% features as defined by the Frederick � O Z INLET PROTECTION ( Ip where curbing must painted yellow. 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. Natural S. W. 0 acres 10% 0% Retention Areas Zoning Ordinance. 5. The owner will be responsible for obtainigg., °� Ln � 2 this ti � z 3. The contractor must align the fire hydrants to the direction as determined b the Fire Marshall. g y y o 0 o Steep Slopes >15 /0 0 acres 25 /0 0 /o granting easements shown on plan. (� oc OUTLET PROTECTION Op O 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. DATA TAKEN FROM THE I. T, E. MANUAL 6th EDITION Woodlands D acres 25% 0% 6. Easements will be recorded and copies sent to the parties involved. DEPI ®F PLANNINGIDE 4 tti 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. MINI -WAREHOUSE (CLASS 151) 2.5 PER 1000 sfX 41,100 sf = 103 VPD's 7. All utilities that will service this site must be LU o 0 CHECKDAM ®CD placed underground. W W 0 RESPONSIBLE LAND DISTURBER ~ DIVERSION DIKE DD O APPROVALS U V 4W / ACIAull az o 0 0 0 SILT FENCE W/ WIRE SUPPORT WF NAME: NDS A PING NOTES Zoning Administrator Approval Date SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #: ® �, !•. 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations letter. e° _ w and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval SEDIMENT TRAP Si2. EXP.DATE Trees be healthy free 2. Frederick County Zoning Adm, inistrator approval expires at five (5) years from the date of site plan approval. DATE: DUNE 12, 2002 and shrubs shall and of Insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanita'tlob Authority approval Is valid for two years from date of approval. If construction Is SCALE: N/A 1, The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity as set forth In and be well branched. The planter shall guarantee all plants for one year. not in progress at the end of this period, Authority approval shall be void. CONSTRUCTION ENTRANCE CE the plans, 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer 3, Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided to the owner. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. FILE NO. 0037 prior to commencing any site work. 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans SHEET 1 OF 5 3, The contractor will possess a Land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department, must be submitted and approved prior to constructing any structure. Furthermore, the site must meet al! ADA requirements and be approved by Inspections. - �\ VOOT ENTRANCE NOTES. �\ \� 1. INSTALL ENTRANCE PER CG-11 SPECIFICATIONS. AD 1. ALL FILL UNDER BUILDING PADS SHALL BE �� COMPACTED PER CHAPTER 17 OF THE B.O.C.A CODE. \ 2. NO STORAGE UNIT MAY BE MORE THAN PHASE -1-LANDSCAPING � � '` U. tL U. tL � q TREE - KOUSA DOGWOOD - 9 PROVIDED \ � j \ �, T - 2. INSTALL CG-12 RAMPS IF LOCATED BY VDOT FIELD INSPECTOR. i �' 1000 SF IN SIZE. °0 ^o J. CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD I \ ! I INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. \ ` 3. CHAINLINK MUST ENCOMPASS PHASE 1 �� �+ DEVELOPMENT. CHAINLINK AND OPAQUE �« TREE - WHITE PINE - 25 PROVIDED (MUST BE 4' TALL AT TIME OF PLANTING) E v I \ BOARD FENCE MUST ENCLOSE THE ENTIRE \� � SET C�0 TO GRADE AND / \ INSTALL A 3' FOOT CURB SITE AS SHOWN AT THE COMPLETION OF - f_" - - f — E - F. -•-- F IMBODEN DRIVE (ROUTE 1327) f I I I POUR CONCRETE PAD , PHASE TWO. SIGHT DISTANCE = +550' I I AROUND CAP. CULVERT TO CUT WITH 10 APRON OF - l - _ b, EC-1 RIP -RAP. `•-.�-.:,,V�., - � �-�tApT = 660 R (1999) I f ..•-•--:--•�-;----,. �z�� --._.. __ BE 12 CLEAR OF C/0 STEM / X 6' CHAINLINK FENCE - 991 ' PERIMEFER O -iNV --.-- f 1000' TO l3�fKER (ROUTE 12 0) -_ 4 - - AND BACKFILLED WITH STONE. i - -� - -- -- -_ PHASE -2- LANDSCAPING LIVE �r _ �. i� �r -- ", ^ GRAPHIC SCALE / I FEET) �� c \ l ��V �' � ',.. -� --.�- _ S w`__ --- ��-��E�'lS l�/�, '/ ' (IN EET 57*29'06" _ -- r s. . .. $STOP 91 E 3.04 6909 _ --_._. %I __� �I?A, ,q G r / _� _ SIGN --y-_ - - U� t%�8 V �- " ,� .--,-- --.. t- _ - ; ; ;;,: `— E S / ;''nr,rcE.t''Ert `- ::::::::::::::' ;::::::;, ;:::.;:::::::;;;:,, ;;:,. - ____ �\ .:-Jig :I .: \ - TREE - WHITE PINE 11 ADDITIONAL (MUST BE 4 TALL AT TIME OF PLANTING) 0 Q a Q o @j :: - r _fir" + _ ..✓•• "'.r - -- 4 , ;1 /' 4 y \ g3 ?� , J✓a� r' ` �; r 92 Y,b� ~___ ____ ..�`_. "-- ,r \ \ \ - B 6' CHAINLINK & WOOD FENCE 1420' TOTAL » 6 OF 21-B COMPACTED a TO 959• DENSITY + +92w / g21 ''yi''"" ---� C p j _6 e�? -FCSA `,�� �z / .,,� 92-9 _ `- - \ _ 672.21 \ r �/\ +92 _ ,r ` - _ 1 1\ \ \\� a ( �. •�j `'�. .,,- \ / 692 . -.._ 92 �- ,� -, - � '---•• •.-,..�- � �- � 'v �� `- --. \ � � •�-_. .---�•_ \ 1 / I \` ! / It \ ,\ ✓ , '/ ~. 0 �� 6' - +�adu �Oti �� onduits ' - 92' pSti 0' on ion y \ \ 92 p sf 3-2 C 0 - Cil�ve S �\ \ \ i' 92 Oondv -6t10. _. w • _ 25 \B R L.\ - -� , ` \ \ \ , ` '�.. - -. _ \ \ \ ` _ ,. ``''` .,,� \ \ \ \ \ \ \ \ SUBGRADE FREE OF ORGANICS / \ & COMPACTED TO 957 DENSITY ■ CID v o \ \ TYPICAL PAVEMENT SECTION UNDER THE r o _ mac- \ \ \ \ \ \ 1 \ RV PARKING SPACES Cfill�n I ) g p5E 0' ~` - _ _ '° 92+ 92 •� !� \ 92 N 0 ©- \� \ . 4 V 0 0 + FF'6 0 92 o \ 92 _ _ \ \ \ \ \ j 1 l ` \ •, ` \ 3" OF IM-19.OA y� 6" OF 21-B COMPACTED 92 4 a 91� rn \ 1 i 1 1 1 \� g f I "' \� \1 d TO 95q DENSITY •� ro O N o N ro 92-2 � w Z / <� g 2 2 91$ I 1 � V./ / J I ��' . \ J I / / 1 I J i I 1 \�� ` ` `� \ \ I f 1 / / I ! l \\ l l \� SUBGRADE FREE OF ORGANICS \/ &COMPACTED TO 9590 DENS/TY yy L b¢� m ' Ui ry �� w 'I �in / 91 I i V_A\ / a0) 92-3+ ;�2� 0 92� / Jl I / x l / / "'�._ / / I f I I t \ \ -57 1 T.3 t 3 I )! i 1. s \ r 91 / \ \ \ �o �• 92 + t /fix 22 \ x/' / �/ / I L , �\ /e // // / / f 1 l� 1 l I\ \ I I j 1 /r /r /% // 1 I i i I iI 1 4w i 1 6 0 ' 9 TYP/CAL ON -SITE PAVEMENT SECTION / J o � 91 \ E 1 D �N E iS / PO / �/ Q , G ' x • '. ��.. :. 4 OF 3000 PSI �:, CONCRETE W/ FIBER l PME \92 \ . 922 \ o S �Ep 5 Zx 2 Or / / ,e'' -' • / / r 1 / / ` \ \ 4 OF 21--B COMPACTED TO 959 DENSITY � f OUP PS �p,� Opp Ql 6g2. f / 90 , \ \ \ \ \ \ \ \ Ql , QS ELO > l i _0 cn / ` 1 } \ �' \ G ,iE.I ~- \ \ \ \� \ S�p1.�" y�p`�E � EXx / 5 R 1 � 91 •� 9� f 5�00 x \ GE 2 � � 1/ 1 \ \ l .- / f \ 1 \ 1 \ •`' \ � \ \ \ \ \ \ \ SUBGRADE FREE OF ORGANICS & COMPACTED TO 95q' DENSITY TYPICAL SIDEWALK r g ' C , I y� \ ``— -- - _ _ __-_ _ ._ _ / \ \ \ ''•''� P N�l�yl�l Q1�r6g2 0 , 11 9 0 SECTION 2" OF IM-19.0A �/ If (� SITE PLA TITLED MILL CREEK IN VE TMENTS c"i`` �\ ,. \\ \ x Q�pSE 4 g�s \ \ \`\ �,; l j +, I APPROVED AY 21, 2002 IS 'UNDER CO STRUCTION \ x $ 90 ! \ 1 g1•� I 1 1 4 \ ` \ \ ��; A j THIS TIME: SEE THIS PLAN\ CONCERNING WATER j-` ANDS DRAINAG8 ISSUES CONCERNING FO BOTH LOTS. \\ \ \ P rl�16g200 \ s , ' l J \ 1 , 1, - - - f 1 1' 1� 1 1 11 \\` \ \ \ \ \ .� ; . , - �' "''' "''� �•'' 3" OF BM 25.OA , \ 1 1 1 \ 9 /{� f• ,� '-�- r` I 1 \ \ \ \ \ \ \ i �\` \ a / f 90 \ i i P .6g100\ \ \ \ \ s91 I \ \\ 1 1 /\ \ / { ! 1 ' 1\ \ \ \ ,� , \ \ ` 1 6ll OF 21-B COMPACTED TO 9599 DENSITY I----- \ t I I + \ I 89 B \ \ \ I \ \ \`� �\ ` I I I SEC \ \� \ I I I 1 , \ \ B � 1 \ \ � �� � �` \ '°�` ...._ / ! 9 I ► I I P� \ \ \ \ > > I / \\ \ \ SUBGRADE FREE OF ORGANICS & COMPACTED TO 959 DENSITY 0� p.s ..- '-,9 ( 8921i 1 6g0�� \ ,,...I / \ I ( I \ \ \ \ 1 { ` ~ -� ' / / / �/ / 1 \ �, \ ` \ \ \ \ TYPICAL ENTRANCE PAVEMENT SECTION U.. �. 4 r 90$ .- I !f�6g0 /2 I \ \ \ 1 / / / J \ 672 ) � zt Q� Q (17]E 89 / 89 f 1 g\ / / \ W U. f /` g /! j.8� / I \ \ \ j I_.._. ..._�, ..J..... 1 �, `_� \-._,..�. _l__ 1 I o! { , 11 , \ \ \ i / \ �' \ < v) ~ 4LLJ `Z W DATE REVISION PER FCSA, PLANNING, & VDOT I'' ''. \ 1 .- '" -- '` - -_ _f --- _. __ -- __ __ _... --- -•-- _. __ _._.. _ _ \ \ `` \ co 6g'J / \ "� / / 20'/W L ESM'T J `�``�i -A- N ,,�,,,_ PHAS 2 � ! fJ '� - - " i -- r \ 89 J L 160'�OF 8" WATERJJNE l / \ \ \ 1 1 , � o � \ ` I � ( / \ \\ \ \ I FHI SSEMgLY N 60 \ \ \ \ \ `\ \ \ 1 • ~\ \ \ \ BOLLARDS \ \ 7116102 •,1 N.,,y Z W 7119102 CHANGES TO PARKING LOT __.-; _.........-•---_-___ ___..__.._ _._.. ___._.__ - ' - - - - BENDS w w w —1 w ----/w w w / �' 6 OPAI? ENCE (PHASE 2) r w==- w w... 0 \..,- - w w - w _ _ .. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~\ \ \ \ \ \ \ \ \ \ \ \ v .� A A \ v 7/31/OZ CHANGES TO NOTES - SHEET2 `� PC 'fit LLI 9104102 REVISED PHASE LINE ' V... \ V \ \ 1 \ \ ,~ \ ```• \ \ \ \ \ \ \ - \E�\ G�\TE �ALVE \ $$4690 B GIV CbNSTPUCTl - \ \\ \ ✓J ! # I I \\ ( ! \ \`, `-"`"\ \ \ \ \� \ // / 1/ l 69p \ / / / / if I T ` Yi' R CA EGOI� C � B FFE 6TE . I � THE EXISTING TREES+ AND ROW1�H WITkW 40 OF TWE PR TY �I'GLREMAIN a end Signatures y , / LARE AS A FULL CREE�,N�DfR UFF R TO\ THE RESI�NTIAL P PERTY. lS AREA, MAY \ \ o\ �. NOT BE DISTURBED INV ITHOUT T II IE PRIOR -APPROVAL OF T FREDERICK \ .-,�. / f r� N WANYINr COUNTY DEPARTMENT P AND \DEVELOPMENT. ­ANr TREES' QR UNDtR,GROWtH N F Ii j a�PL F L� N 62'36'1 W - 73 1./13' f DISTURBED WJL REQ IRE TH AREAI TO HAVE LANDSCAPING AND`�FENC NG. \ \ �(--� 1� , /� %\ /% �. C Cf2 �%� C� r; 1\ , t a BENJAMIN C. D 1-1 -" w/ '- MONTGOMERY GAR R. OATE y �/ / / r :`''/ ' Q ( \. �I Y --tom K X — — — -- — ` \ \ — — — — j r ••-x G -- — — —I \ No. 002331 No. 030342 S-to C III ', J f?I it � -r - ..._ ____! • � 1+ - r- . _ { ..._,.�r� / Q \ \\ \ \ NAL SURD THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF DATE: APRIL 1, 2002 SCALE: 1 - 30 ! r ! lV� \ FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION FILE NO. 0037 OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 2 OF 5 5lding upp EROSION AND SEDIMENT C,� o Rocco Building Supplies, Incl \\ I 1 54-((7))-7A � LL, � DB 8Us PG 98 Zoned: M-i \ I ? Larry & Dorothy Schrock �\ CONTROL NARRATIVE ? Use: Commercial / \ ! ? DB 893, PG 474 \ \ CONSTRUCT DITCH AT 1% UNTIL \ Zoned: M-1 \ \ ProjectDescriptidn ZI r DAY LIGHTED FROM CULVERT �a E ! i r �; o r �� _ Use: Commercial 00 °�v/ �-- r ` ll �,� �,�'� - �: " " �� ° PLAGf CHECK DAMS EVERY' 100'� + - - .- w - _- This site is located in the Baker Lane Industrial Park on the 0 0 `- - SE D THE DITCH /MM DrATEL.Y. v south side of Imboden Drive. ' The purpose of this u, , 9 93A - , > .v ..-.....__'7�.:�wv " .~ - - ' % % - / / -- - - - - If \ developmentfor the , e construction of 41 100 sq. ti: of � v -�` - M---- ' %� \ - I 1 \ buildings to be used for self -storage. This development also - s 57'zs os~ E _ 7J. -`_ `--- - EXISTING - ._n_ I _ _ _ - 1tif has parking and drive aisles for access. Y r �... X 3.0¢ sso7 Q A17� / 0 VV V SIGN Elul l7/ .Y �,' :�:I'I�•. --$ / ...• � Existing Site Conditions � 92a1- �� _ -_/' _ .. ......_ _ ✓' \ The area for the proposed development is a field that has in a \ \\ � , �I i ,... • \ \�„ ' \ 2a - \ fit/• � / ` -' - _ -.... ..' s-•_`.`"""'.,,�--s--_"�-�..:.-,. ``," — ,� \ Z... \ "`"". „-.._ \ I ! `� r`"`'"" `'�,. / been cleared of brush. ` _ a \ / a / C + 2 / / 921 r �= ° - FCSA 1/ V� °o` � 0 � \ / , efj �,. -., s •e, �..,� ._ �. � - ^... --' ��5,� l =672. �_ � 1 r'� ` 1 \ .... .,,. u_ E ,/ s +92� �, 92.2 \ ` �, J� t _ K 2t \ 1 \ ��"v �V C` Adjpcen't Parcels �� «, U = 92si -� 3 Z 1'` 6 - '�� CD� \:n_ 1 1" �~�V 4� C 40 0 �V y N o 6 1� _ - R4DIU5=5623.58' \ The surrounding areas to the west and north are Industrial. o @) - - - s2. n \ 9z _ O��s� 3-2�0nduits 92 ..,5ti �p - _ ` ` ._ `� 1\ \ \ \ — - ARC-455.00` M GRAPHIC SCALE (/N FEET) The southern parcel is a townhouse community and Interstate N I / 14 \ \ uh� s — " - _ •�., \ ! \ \ DELTA=4'J8'09 P �,d _ ._. 92 ,, - _ ``�.. - - \ �, \ 81 lies to the east. The rad/n plan for this project "� ` ~- -. -•- _- _.. „., �` � "� \ \ \ � TANG£NT�22'7.83 \ , ` _ 9 1 , - . - ` \ ~ ` �' ` ` \, , \ \ \ `1 1 `\ \ \ `\ CHORD-454.88B�' proposes a ditch along the property line to stop any surface � �;� _ �, \ �\ \ BE4R/NG=S06'3 e runoff from reaching the residentialproperty. h 924 P 593' - a1c o \ \ ` `� yr \ \ \ ' " \ \ 9 h 92 \ \ \ \ \ '1 soils j . 92a_$_ _ 92,3+ 922 'c' `` �` \ `\ 1\ \\ �� 1`1\\\\� v��� \\ \ �• \,69 �+ l types determined f US l S f \� w� w� 92� , \ _ _ `�, \ \ \ t t �, The soils pesfrom the USDA's "Soils Survey o il , . z \ ` \ \ \ 1 \ i 1��\ ��. �o \ \ Frederick County, VA shows Welkart-Berks channery silt \ 1�! �• \ \ a , ti + R loams classified as #41 C and #41 D, The soils is ,6g3• mG % a 9 ! } \ ? �\ 1 I predominately shale and offers slight erosion hazards. 924 + 1 i i I \� \ t ? l t \1�y �� �� I ` Topsoil on this site appears to be 4"-6" thick with pockets in ! t 91$ / I / / l I 1 t 1 ?\ \ I 1 as !t t \ z� \ i \ law areas as deep as 15 . ■ �1 aw s2At s2 s o ° j , / / / i i I t , Interste 81 \ 2 / I / ? ! \ �� \ ! / / \ Deed Book 285, Page 183 p % ` \ " 4 / 1 t ` ! 1 t \ Plat Book 3, Pages 175-1$2 CA (M j _ t \ w� 9 $ s 1 x ,f° / Erosion Control Program 92 + ( ! x / �/ // J / I i\ t , ? \\�\� 1 I I 1 !� O ,�;• s / �' /'' %" / + ! \ Variable R/W Width �` •92 \ i / , i t t ' t , IMH i Clean & maintain existing construction entrance with wash 96P1�? '/ \ \ \ Asa rack tit h J , , 71. 3 r Clean & maintain existing sediment basin try h 1. c,+ �`• E fpg x S YY` �g �/ % / / t""/ �\i i \ \� \ \ ■� z� r \ E �' P % / / J t i \ \ \ Instal! ditches with check dams p o \ . 9219 \ SOP pRFAx / �' / % / 1 �� \ \ 1 er v \ ' \ ma's 1 \ q \ 1 l t / / 'I ► j \ \ \ \ \ \ Grade site and seed all exposed surfaces immediately V Vc' ,► ` - _ \ \ \ 2� \ A Sip, 6 2�' ~�\� \ \ \ \ \ \ / / / ? / \ \ General Erosion & Sediment Control Notes (VESH Table 6-1) 01692,os/ / ,o�' -- / / / t s ! \ \ \ \ ■1■r i t jrr: .� K�'4��' 1 t9�� �•\ \ \ l� `\ �. \ \ \ \ \ iN� pN ax 1 1 1 g is 1 �' - ' I i ? 1 r. \ �\ \ `e \ \ ES-1. Unless otherwise Indicated, all vegetative and structural 0 M o i o 1 914�11�0 \ 1 \ /I l i / 1 11 i \ ` \a \` \` � 2� , �. � \ \ erosion and sediment control radices will be constructed and 010 C �o 1 P � ��p�C? pi g20Y ? 02 1 \ \\ \\ \ } �/ II JI i \ 1 1 \ 1 \ \ \ ` � � �\ \ \ \ maintained accord'ng o minimum standards and specific ion N N °� x ct ! {{ gin +� \ \ t t 1 \ \l \ of the Virginia Erosion and Sediment Control Handbook and Q @� /, , �• t ti \ \ J \ >s-E ( 1 91y `� � 'O v slrE P. nTL£D Mlu c�R£Ex lNv M£Nrs \ , fps 1 \ Pt�pS w t I 1 t 1 11 �\ Virginia Regulations 4VAC50-30 Erosion and Sediment Control �,c AP�ROVED 4Y 2 i, 2002 IS NDER C STRUC770N \ \ x I 91A }�' �0 ? 1 6g1 t 1 1 1 1 1 \ l �� Re u/atlans. O A71 THiS TIME. S£E I I — I I CONCER /NG WAT£R A { - / \ ` '� ` ` ` �' g o �Y AND' DRQINAG8 ISSUES CONCERN7N\G FO BOTH LOTS \ \ \ ! P bgZ� 1 0 �` 1 t 1 \\ \\ \\ `\ ` `` •`� ` \ .0 �y Z 1 r _ - 1 1 1 t 1 \� \ \ \ \ \ . \ \ ES -2, The plan approving authority must be notified one C M U �, ti \ \ \ �90 4 1 1 1 1 \ 1 \ \ \ \ \\ ^ ,C P week prior to the pre-construct/an conference, one week prior o ! p 691 aL1, q 'I `54-((7))-56 \� \ �'' r 1 i I \\ ��� \ \ \ ``\ t 6a° t i 1 t\ , \ \ \ ``` ��\ \ to the commencement of land disturbing activity, and one I s \ \ --- ! 1 l \ \ \ week prior to the final Inspection. �+ ! MILL CREEK INVESTMENTS LLC _ \ 1 !. ► ( \ \ \ ` i 1 1 t \\ \�\ p \ `t I. I t , DB 9�8, PG 871 \ \. ti ! I \ \ p po s I , i i o \ \ \ *,� ! ! / ���,�\ \ \ �, • ES-'3. All erosion and sediment control measures are to be Z.onea': -M-1- _ _ `\ \ r' fEsg' ! \ 02 ' i i I 69 `\ \ \ ` 1 / ,% / / \, \ \ \ 'N ._, .. , p P g• t � rc' } placed rior to or as the f)rst step In clearing, t <' silt f Use. Comme ►al \ \ t Bea ► �X,� ES-'4. A copy of the approved erosion and sediment control a �� s9 \ Pam" !_� t \ \ \1 \ 1 \ \ - �' / / / 1 `� \ /` / / \ plan shall be maintained on the site at all times. `� ! J \ \ 9s \ \ \ \ \ \ \ ! �/ / �� 672 `z / / / �V 5 Z / , ES�5. Prior to commencing land disturbing activities /n areas 88 p1 \ 1 /.- J i other than indicated do these tans Includin , ut limited ta, b / � __•� � ` \ \ � , / i I 1 � � \ a's1 , \ ; I J �/; \ \ off -site borrow or waste areas), the contractor shall submit a "-- -- -- -- -X�.-1 \ 1 � -- , --- ---- • -•-- — . �--- ----- . -- ._-a supplementary erosion control plan to the owner for review ,,and approval by the plan approving authority. \ / 20 W L ESM7 / SSEM LY 1� \ {\ \ \ \\ \ \` \ \ \ti 1 1 1 LVn ` �` ` \ \ \\ ` \i' 4 i \ SANITARY SEWER MANHOLE T ES�6, The contractor is responsible for installation of an !Iso' �" wA NE I BOLLA Ds 1 OLE EXTENSION AND Y y�a._ ._•___ _ _________,._ _ r__ _ _ _ __ ._.___ _ __,, .r _ . _ , _ — = w_ �_ f ` \ POND DAM WITH 15 RCP AND RISER WAS necessary P \ \ \ I 22\5' BENDS r--r--r•-jr--- ---/ r.--r ' \ \ \ �` \ ` \\ Ijf\V�V\ 0 6�Q.�' " addit/Oval erosion Contra/ mea5UlL'S neCBSSa t0 prevent s 0PA 2) \ \ ``� \ \ \ \ \\ \ ` `\ \ \ ` " \ erosion and sedimentation as determined b the plan �= 6'�' V�`� �� W - °, �` ��, \ \ \ \ \ INSTALLED BY DESIGN ON SITE PLAN MILL �\ ,+ sas set;_ \ \ ` `�. \ \ `\\\ \\ \ \\ \ ` \� `\ \ \ \ \ \ CREEK INVESTMENTS FOR LOT 56. THIS \ approving authority. 1 - EX G� 1 ALVE \ \ POND MUST BE LEFT AS A SEDIMENT - t ,,,,�..._ \ \ E5-7. All disturbed areas are to drained to approved sediment L i I I /'i < - - - GIN cdNsmuCnO \ \ \ BASIN FOR THE EXCAVATION OF THIS SITE. \ \ \ ? i ` ` \ \ \` \ \" y 00 \ \ \ \ control measures at all times during land disturbing activities 1 I I \ \ r - \ \ \ \ \ f / / I 1 j _ _ ` ` ` ` ` �✓ •' \ % '` ` ` ` \ ` and during site development until final stabl/Ization Is \ � / 1 1 Gr9.f�+QRY 1 •C bFFER N(X�S: \ � \ `\ \ \ \ r .-'`-' � - ,, \ \ \ 9 p THEI EXISTING TRE£� AND NDERG OW f WI /N, 40' OF T lig PRPRERTY LAN£ ARE �l'0. `\ \ \ \ `'� "'~ % \ \ `\ \ \` ` aCl7leVeCJ. REMAIN AS A FULL �SCREfI BUFFER TO, THE RESIDENTIAL PRQFEMTY. �'!•(IS AID MAY NOT BE DISTURBED IN WAY WITHOCI.T WE PRIOR -APPROVAL OF 1N ><7?£D£RIC COUNTY DEPARTMENT' OF NN/N AND �DEVEL PMENT A J14EE�� R UNOL'R/+ROWTM ` \� �' '�-' �\ `` ` \� ` ` ` E5�8. During dewatering operations, water will be pumped M/ a NY � t' ,` soi i \\ � \ \ `� `\ `�y N 62'36 43,.' W - 731,113 / DISTURBED W/ REQ RE TH ARE41 TO HAVLr\LANDSCAPING AND ,�F�£NC�NG��` \ �- �\ \\ `� \ \ \ into an approved filtering device, 1 .... _ . \ _ ` ' f"' �"' e'er"" \� \•+� .�. .� .r. t� - ,,,.ram .--•r ._..._._. _..rxt / ' yrr 1 r� ....-.. -r- w T--...._~ ~�-_� `"" - ""•.r '� / I Y. / / \ i \\ \ \ \ \; I v \ `- \ \ \� `."�." _ �'` ` , b1 1 \ \\ \ \ \\\ \\ `\ �o `��` \ \�`` \ \\\ ES-•9. The contractor shall inspect all erosion control measures �'� CC zt + - _ __ _ _. - _ _ - _ ____ -� Y�w Y ; -_ ... - - _� _� - _ � Y,. r -�' ------ -� �- _ _ _ _9 _ ! \ 1 \ \ \ \ \ �� \\ \ `ti \ \ \ \ `� periodically and after each runoff -producing rainfall event. , o `-.. �. ........ "' .__ - "•a_,_ - -- 'Za ,,,.. f a _,. r. - ,,..' % / ,.--' 1 1 \ \ � \ \ \ \ S `r�`�� \\ \ ` \ \ \ \ \ Any necessary repairs or cleanup to maintain the " 1 l l g, _, i? I _ -+ • \ \ \ '`Z \ ` \ \ ��` \\ \ \ '`�. \ `\ effectiveness of the erosion control devices shall be made .. • I I , ! \ i I \ \ \ \ ` \ \ �� \` \ \ \ \ immediately, 54L-2 i i \ \ \ \ \. \ \ \` \ . `\ . Frederick County Note: 4 -� I I Huntington Meadows Section I1 I I I I I I I I \ \ \ \ \ \ \ \ \ 'Q 9 \� \ \ \ \ \ ,,\�\ \ \ \ \ � The Public Works and Engineering Department will retain the 1 ___� \ �� I I I DB 754, PG 626 i I I I I 1 I I I I r I I I I \\ \\ \\ \\\ modify w >� ._ \ \ \\ \ \ right to add to or mode these erosion and sediment control Zoned: RP `\\ \\ \\\\\`�\ �� ��� measures during the construction process, within reason, to O \ , Use: Townhouses \ \ `� \\ '° \ �� ` ensure adequate protection to the public and environment W Q Prone out any dead or DATE' REVISION /broken branches remove PIPL' O'UTL 'T C4NDITICNS 0 � air raga, labels strings, Seeding Schedule (per section 3.32 of WESH1 Z w Ot - wires, etc, from plan. 7/16/02 PER FCSA, PLANNING, & VDOT W TREAT WOODEN PANEL WITH WATER SEALANT. Prune codominont leodoi;4 �_" DO NOT prune terminal A A 7/19/OZ CHANGES TO PARKING LOT �` W W 2-3' mulch leader or branch tips 1.)Topsoll will be spread at a minimum depth of 4". O �y Z 2-3' saucer " Set top of root boll 2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 Ibs per *� equal to or f-2' Prune avbbing or p p 7/31/02 CHANGES TO NOTES - SHEET2 p w above grade. cross brooches 1000 square feet (2 tans per acre). da 9/04/02 REVISED PHASE LINE W 3.)Fertillze with 10-10-10 at a rate of 23 Ibs per 1000 square feet (1000 lbs per acre). P armor to,,, Remove container, use 4,)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and 33 % Red Clover, AREA trtrx NO DBFlNgD UJ t 1.tiii°t sharp blade to make Prone narrow crotch �NM four 1/4 =1 cuts the angles a water spouts PLAN VIEW 9 P 5.)Stra w mulch will be applied to all seeded areas at the rate of 35001bs per acre and t,N i fen th of ball and cut o 1, - X on bottom of anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. (� ball, • loosen compacted ...---Prune broken branches r L - — -� roots. Remove togs and labels a CONTAINER GROWN SHRUB -°-- -°` 0 x —" ff end Signatures Prune suckers f' R7•-B HANDICAP d Cut away oil balling ropes / PARKING SJ ' ' Prune out any dead 2 =3' mulch kept � 3 MIN. 12:1 ^ 12: 1 3 MIN.Rm� � /or broken branches. Remove top of wire basket away from trunk (12' X 187 N StMON A A �� C1A�9 tsr W e'-v; astlommmw FOR on= PZZAM to Remove oil tags, labels, RESERVED ^ strings, wires, etc, from Soil we// to CG-6 CG-6 p contain water PARKING MAY BE PLACED A H (�%� P�rH QP font. INTERNATIONAL SYMBOL ON ONE BLANK. �t'Q � �It ,ti •; � :;� ,•.,,,• ,.{f,:•_,..�• of AccEssiBrurY ADJUSTING THE 2-3' mulch \ ' REQUIRED HEIGHT A 3d, (MIN.) (rj ty IF REQUIRED TO ACCOMMODATE eA Set to of root ball 3.• J Backfill soil THE ADOMONAL I 2 2-3' Saucer equal o or 1-2' ,'• ( UNL �'�0 BENJAMIN C. �, u GAR R. OATS above grade. .:,•`. f Portiall bac 1, y �,� � Ping otrusr To ,isle, M 0 NTG 0 M E FiY water to settle DAD CiiAtTO 'b � r4 rv. Widen and score ----- ACCESSIBLE No. 002331 waif, finish No. 030342 holes in wall � bacld<llingF4 PLAN YIEhf "� U ' k•r ,fe: REQUIRED l O /?/z,? 0Z, TYPICAL 6 TALL BY 8 WIDE DOG-EARED FENCE PANEL. ; �; �?�, Remove rope & burlap PENALTY $100-500 eF):EMVE ^ L / a �` Q- » „ r ' ri�,i^ ,;'�:r. from root boll. Area for water, JULY 1, 1998 w`�. ,9A' �O INSTALL ON 4 X4 X8 TREATED POSTS SET 3 DEEP. �,,.,_, 1;;�; Remove container and drainage (Pipe TOW -AWAY ZONE S`r �` O tcut c1rclin roots if or tila could t',y:;„i ++ i ;1 #��� contolner grown, or be installed) o x ONat S�Rv DATE: TUNE 12 2002 OPAQUE FENCE DETAIL as much burlap gr Leave soled soil pedestal - do not :r Dig hole 2-3 times possible if field -grown dig deeper than ball depth d d width of root boa SECTION A -A _F SCALE: 1" = 40' N. T. S. 1 Dig hole 2-3 times root boll width PARKING SURFACE 1. HIC SPACES MAY NOT EXCEED A 2X SLOPE 1Raw, H "r n` °'`°` �0�°°ft'b'°g'� THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF CONCRETE WHEEL STOP N0768: 1. �exoN 11lP!!1C 1uY BG aaottiCD RlPRAP, t1AB1oN BALL & BURLAP SHRUB (lF REQUIRED) 2. RAMP BUILT TO VDOT CG-12 STANDARDS. BAMt. oft cthlcam FREDERICK STANDARDS AND ORDINANCE'S, ANY DEVIATION a,1A 13 ras saxes or rlts tmeW A1Pii6N M CMCfTld M FILE NO. 0037 TREE PLANTING DETAIL HANDICAP PARKING SIGN DETAIL J. WHITE STRIPING SHOULD BE 3 WIDE. MM PL&M 3.16-3 AM 3.16-a. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE 3, d - 1.6 JUM 'ifi6 MA)MMU 3%NIt DIAIMM 31Tt NOT (NOT ro SCALE) 4. H/C SIGNS TO BE SET 3 BEHIND SIDEWALK lass TW 6 tNCOS. ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION, SHEET 3 OF 5 TO BE INSTALLED WiTH PHASE 2 DEVELOPMENT SHRUB PLANTING DETAIL (NOT TO SCALE) (Nor TO SCALE)OR MOUNTED TO BUILDING /F POSSIBLE. Source: Va. DSWC Plate 3.18--1 700 695 675 EX BRAD PROP. GRADE rX. o) MA/ TAIN 36" SDR-21 OVER A TERLINE i 8 " PVC � I J Qo z Lr) z �_SZ o m N 92 0 50 100 150 200 8" WATER LINE PROFILE (PHASE 2) HORIZ-1 "--50' VERT-1 "=5' 700 695 675 670 ! ! 1 ' 1 693.00' i I PROP . G , AOE RP OP FF 4 ,f � of � c o s�oPE� I ._ -- — @ 5.6 i E ��Q Z)� 0 50 100 150 200 250 300 350 EROSION AND SEDIMENT CONTROL STANDARDS SANITARY SEWER LATERAL PROFILE (PHASE 1) HORIZ-1 `50' VERT-1 "=5' 1. 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 for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that Is uniform, mature enough to survive and will inhibit erosion. 4. 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 upstream land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6.Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Surface runoff from disturbed areas that Is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration, Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10, All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed storm water conveyance channels or pipes are made operations., adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodib/e cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is completed. 16. 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 backfi/ling trenches shall be properly compacted in order to minimize erosion and promote stabilization, e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be compiled with. 17. Where construction vehicle access routes intersect paved or 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 paved or public road surface, the road surface 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. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.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 authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration. 700 695 675 670 0 50 100 150 200 250 300 350 400 450 Er I GA'ADE O ZMO DITCH I Lr) C� ee- q Q �! i 0 50 100 150 200 250 300 550 STORM SEWER PROFILE (PHASE 1) HORiZ-1 `50' VERT-1 `5' 700 695 .•I 675 670 400 450 PROP. GRADE EX. GRADE EX. 0 - — MAI THIN 18" LEARANCE 6" VC SDR-21 WATERLINE — MAINTAIN 18" LEARANCE O 700 695 675 W�0 0 50 100 150 200 8" WATER LINE PROFILE (PHASE 1) HORIZ-1 "=50' VERT-1 "=5' and Signatures FBENJAMIN C. MONTGOMERY kls�OIVAL No.030342 695 675 670 T H OF 1, /P r c� GA✓RY R. �=TES No. 002331 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. M N ^+ 0 LnLn 0 o0 �® C ® M ROO w v :3 o q, � N OQ O Z 1Z J L,) W ~ Up a °z Q lu O O a Yin.,CW7 W n, v v O O O N N N N C N 119� H M �1\ ti DATE: JUNE 12, 2002 SCALE: AS SHOWN FILE NO. 0037 SHEET 4 OF 5 Cli a' U 0 LL CO N O M 'A" "A" grade trench 6' minimum• I M Cl)minimum I'--- `- fi" - trench width , O 9 •', as required general backfill •L; ' ' .;.; Niv,,. general backfill form board (typ ' D machine excavation limit METER BOX and COVER00 00 „(4 1, t + '- •.. pipe filled withconcrete�� 3' O 2 (see note) W ,.--(see note} �': O xt METER SIZE METER BOX METER BOX COVER and painted yellow U v Non -Traffic M32C-PW 5/8'x3/4' or 3/4" 18 in. Dia. (�Y»...�:. .x...,• ;;�; `c� .• s;,��.' ;.L. 'C' Traffic A32HH-T .'�• concrete trench bottom Non -Traffic MC30 {Frame} WITH RML-1-T (fop Lid)••� •r :' d /' gate valve ' gate valve 1' 24 in. Dia. 24" select backf li 24" select backfill undisturbed earth stone bedding (see note) (see note) &boxes &box g Traffic MC 30 (Frame} WITH RML-12-T (fop Lid) v f TEE WYE OR PLUG TYPICAL SECTION 18' drat •, � concrete encasement concrete ad ):' , treated2'x4'wllh n x ): .f� ): 1 Co CO 6" 6" In lieu of wood forming the fitting may be wrapped with denotes hand excavation T-6" sq. x 6" deep a) O O.D. O.D• olyethyiene, and the concrete poured to completely surround D" = 12' min. for 10` and smaller pipe top 6' paintedblue * N U 1/2 O.D. the fitting and against undisturbed soil. The bearing dimensions "D' = 18' min. for 121 thru 20' pipe concrete - cz against undisturbed soil shall remain as shown, meter cover thrust block 4 see chart below for A, B, C dimensions. sot 2' above BOLLARD DETAIL + 3 C fin. grade prior -� g. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 6"`ninimum varies as required to sodding 18" � += E 6` U stone stone Pipe Plugs, Wyes & 11 1 /4' and 22112' 45° and 90° Ap in c Dia. Tees Bends Bends 'P o corporation 4' stone 0 A B C A B C A B C :+ 16'-21' meter b F.C.S.A STANDARD CONCRETE ARCH �' stop Y direction of setting to be approved prior to Installation >✓ .•;r;• .,,, 3'stonebedding meter box O 6' 1'-0' tY-9° 1'•0' 0-9" 0 9" t7-9" 1'-3' 0-9' 1'-9' •, ,v1 Q ,1 + d •., surrounding box O .1D 8' V-3' 0'-9' P-3' Y-9' Y-9' U-9" 1'-6 0-9' 2'-3' An.,^;, ' I I adjustable screw N L ,: ' 1 36' min. .- 10' V-6' 0'-9' V-6" V-0' 0'-9" V-3- V-9` 0.9' 2 6 angle check valve general backiill general backfill 12' V-9" 1'4' 2'-6' V-3- V-(Y 1'-6' 2.0' 1'-0" 31-0' 1' 36' min. with drain valve IS note) (see note 14' 2-0' V-0- 3'-W V-3' V-0' 1'-6' 2.6' V-0" 4'-0' 8' min. an le yoke a LJ as required concrete pad 1'-6' sq. x 6' deep 16" 2-3" 1'•0" 3'-6" 1'-6' 1'-0' 2 LF 2.9" 1'-0" 4' 6' ball valve location marker ""xX '""'v"t, „ ° yw; r �i v •, L 18, 2-6, 1'3' T-9' V-6' V.3' 2-( 3'-0' V-3' 4'-9" x stone valve mogalugged M c�•,,, t• wf;r'H3 a tine KcopPaT 1. (+••r' ��:I% � t!si...",,, f• ! /,�„,I, ,„;;' ;r,' ;' 20' 2-9' 1'-6' 4'•0° 1'-9' 1'-6' 2-0" 3'•3" 1'-6' 5'-0" +� tubing, to main + •�qr'°• ,;,�IN •� g, continuous 2' min. - 6" max. ���+"'1aiO.D, (.;.,..133M a�• • � •O.D. •: � megalugs 8" .... i �? 8" 8' `, g without joints from 2 H. •,,, main to meter •t t• ,• • �.• 'k�Y; 1 �' 11 1 4° THRU 90° BENDS water main 6• stone beddin ' / g ', yr#� megatug / I 24' select backfill 24" select backfill METER SETTING PARTS 4' stone (see note) (see note) line meter yoke angle yoke angle check expansion r t p; �)' screw type �., alv.fl rods over fittings Size y ;. tI adjustable g g size ball valve valve wheel': �•.�. '3 embedded in concrete thrust blocks. 1" g _ ; y, 7 � stone `r v t / / curb & utter a. 41 t t t T I stone . • 5 8'x3 4' Y502 BA94-224W HHCA91-323-TV EC-23 � ! '�„1 • ,: 1 , ^„ valve box ! >' } 6, ��� & C84-34 Street pi+•,,r•,• .r.,5� t; •;; }�' . t stone to be minimum O.D. •^(•` 6" 1" 314" Y503 BA91.323W& HHCA91-323-TV EG23 r' �• �•,., • of 6` above top of base locator marker FIMLN IZE ROD IZE N ROD EMBEDMENT ;..?+.N ? .l.•u•,:;.... 1..,•. ' f, 1/2 O.D. �• `, ^'J'. .��- C84-34 & C84-34 �,.i;�','%'�`�'�'�'l''l+ stone 'I'•'• 12' & LESS 6 2 30' �'t� �Ak %;1�{/5F'ii: thrust block 18` t0 24' }• .. d 1' 1' Y504 BA94-444W HHCA94.444-TV EC-4 ' • A ' ' 14'- 20' 8 2 36':'r':81x 8'x 16' solid block I M �!%?+?t�i?'ffP"lq�tlll,V�;�;/L5; egalug Concrete ' F ; 1 '.'•<to back of ° 1 (for valves 12" and larger) _ T 6` 6' INSTALLATION NOTES: y/..;•wsidewelk _ LL concrete concrete Fitting Volume of thrust block in cut d. t. Exact location of meter box assembly � """"' 't'''':, •'� 0) M VERTICAL BENDS to be approved prior to Installation. ,.,;;y, >, tr;;•"Y'�{w O size 11.1 4° 22.1i 45° 90° > •<•' N stone bedding 6" - - - 1.3 2. Water service crossing street shall be •;;tYPe f 'r ��t,^•'�1"1�%`� O �,, , Note: this detail is also .t•; ti r1:ti.�C�,• h � CONCRETE CRADLE CONCRETE ENCASEMENT Y ?+.r,: ' Y:Y Y ® U - 8" - - 1.1 2.3 encased in 3' dia. SCH40 PVC or M i:.l,f..r Kfi>/,frfi! used for butterfly valves r}!};;: {'r ,t' ' _f [O • r SK%f7�Ppor ��?,; �:t �� qi�+t mechanical joint � 10" - - 1.8 3.7 SDR21 I m The I In shall run from ?%;f py::;yr'f' "¢ir•S>,:'(•:; j}1C! C}' L 1 p p g• p p g �o i'.?5•:';.�ir � r�•.r:. swivel tee with THRUST BLOCKS FOR VERTICAL 12, - 1.2 2.8 5.5 one foot beyond sidewalk, across the ;;a ;'!a?I f; '!!r' >y ;t:;t; N ?>` 6' branch O O UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 street, to one foot beyond sidewalk. W% 0 NOTE: To be compacted to 95% of ASTM 0698 maximum density. AS FOR HORIZONTAL BENDS. 16 0.9 2.3 5.1 - t" X V TEE (T444-444) U rf 18` 1.4 3.2 6.3 - DUAL METER INSTALLATION 20' 2.2 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE FIRE HYDRANT ASSEMBLY fu C Figure 1 Figure 2 Figure 5 Figure 8 Figure 9 i) T) Q ko • � rip N O N -4 STONE CONS TR UC T.ION ENTRANCE R 0 CK CHECK DAM SDR 35 spigot SDR 35 spigot by 2 ACRES OR LESS OF DRAINAGE AREA: by gasketed SDR 21 gasketed O L^ bell 45° bend bell adapter 70' MIN. EXISTING (see note) 2' A 3 PAVEMENT � - Nil FILTER CLOTH 6" MIN, A MOUNTABLE BERM 3' ) (OPTIONAL) cast iron cleanout cap with brass plug FILTER CLOTH I {{ 3' minimum R having a countersunk square head SIDE ELEVATION (OPTIONAL) v r Panella Model PA4SV-CSK (41) SDR 21 gasketed Panelia Model PA6SV-CSK (6") SDR 35 8"x4' pipe and fittings finished rade EXISTING GROUND gasketed bell wye SCH 40, , (DOWNSTREAM VIEW) (see note) solvent 70' MIN. ts5 y weld cap T VDOT #1 r property square concrete skid pad B WASHRACK 1_k_ IN, COARSE AGGREGATE line -f 20"x 20"x 12' deep (OPTIONAL) I 18' 1 4'stone « 1, 0' MIN, FLOW �r 3 12' MIN, r-- EXISTING PAVEMENT cleanouIt pipe f 5, SDR 21 location marker 3c vet 11 cover SDR35 spigot by I SDR 21 gasketed VDOT #1 POSITIVE DRAINAGE 10' MIN. ° ° ° ° SDR 35 bell adapter COURSE AGGREGATE B I TO SEDIMENT 2-10 ACRES OF DRAINAGE AREA: O J stone °gPo°oog8g°oogogoogasketed bell wye TRAPPING DEVICE sanitary (see note) SDR 36 spigot by I Q oo° o0 000°o F•v 000 0°000°000°0 o gasketed bell 45° s MUST EXTEND FULL WIDTH sower main SDR 21 bend (see no OPERATION INGRESS AND EGRESS PLAN VIEW �` [ (,D4 . V �1 ,y treated 2`x 4° W th r SMIN. ' 12 !;+ (.,:.5� i. :c •�.;Fnry, •. • u'� its � 7 i; 6„ J tit �':� ti.,:a.• :�E f :ri.. a i;�. �:u:.�l i',i•t, "i .;e..7. ,. t' ^ V^] 4t top 6" painted green t ''•' y^ 4' pipe at 2,00 % I �I M W� 6" stone bedding 3' /., Q E• Z minimum grade 3` MIN. FILTER CLOTH 1 (� :5 NOTE :1.Where length of service lateral to exceeds 3` IN, (OPTIONAL) W OtL CJ O� 75' a cleanout assembly shall be fumished at Cj Q the property line. �C Note: If top of main is 2. If top of sewer main is greater than 15, then FILTER CLOTH (DOWNSTREAM VIEW) y, greater than 15 ft deep wye and bend to be heavy wall SDR35. SECTION A _ A VDOT #i use heavy wall SDR 35 J EK concrete cradle if top 6'-7" � � � W Lli �I COARSE AGGREGATE of main is greater than 15' deep •., ''.•' :J . ;t• FLOW GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT Figure 15 Figure 17 REINFORCED CONCRETE DRAIN SPACE SECTION B -- B CLASS I RIPRAP SOURCE: ADAPTED from 19N Mcial9nd St n r r , and Va. DSWC Plafe 3,02-1 SOURCE: VA. DSWC PLATE. 3.20-1 T&M , a" Y X%STREET APPROACH SALE SPACING BETWEEN CH-f C f-IK DAMS NDT=S C Y� ;I! A --I SORFACNC AS NA21LM O . ' 03 TEN GAY M P:ECA57 OR CAST III PLACE. i Rim IiAL. (RADIUS TO BE AS I r I ROADWAY Q O SHOWN ON PLAtSI I m CI C tRADOS TO BE AS w J CDI.N;RE-E TO BE -LP[S 13 IF CAST R PLACE. -# - _ ___ I COP A1MI 01 PfC Ar_ i �1 - L J _ ' S/'0 CG-12 -_- _} __� AARANAL COMBNA ON 5 ON rtN51 �f nF :W TIOH Z31.1710 RF G.T(CR II -AVO A rNIOLIS Jr I�•r S �"`� t cuHe u,0 can ,1F 'O' •FFI rM IFt° la ,YV.' =43f OF f11RD• CHA 1 `'�l I ST'A140 C) tJ E03.pNU 4(IH /S HldAA. ;,'VxQ.iWlxXl CJr,U , lo�`CT1Q1 k-A _ tk'Pf , I � .. ' r°'' --- L THE DISTANCE SUCH THAT POINTS p z w A +5 El*'l 'r LEM - - - - - i ' W' CLASS AT .• e,,. n... o.•.' c• •; n.• • i F„t J LS,tF IFOR LM WAY'PT at�rC�wE nrO rr r. Ps tT.C•o•C 4'SIDEWN.KInRmN®tt I x IHF..5.1 ri.••c. G• "�' b' _.-._ I ID II& TRw1HALI bE�ti! TESDSPa?X.L:L '-- 01$/ gym"'-'s Qr `=-==6", -- >n ogl1 e,E 6" DaIGR , A AND B ARE OF EQUAL ELEVATION ti z Z W ADD TO MCarMII Of III_ 'A<C IC, EXPANSION JOINT tn� EXPANWH JaNT •�' O O v' 0`S 0\ 5r`.CD G 40 N'I CR LCG a a Vcriam �� -- ---- Is and Signatures °- 7 R ON PURA.-GHV)A`5 SNC 43 M'H CA /9"-d I -NDIESHO'AM ON TYPICOR ASAL 5EC71CN. trMUNE rYJAOWAY SECTION C-C ~ ~ O^ ACS13N DCti� C 1.113A, Nos A(l L<almu slAvuA, _ G Is H vvuEu. ® u6m F �7 A&VAIMM �" PLAN VIEVI I ,�g. ;4%'�.ji� D l_r R�•,�� ® CONSTRUCT OftAOE CHANGES YATM A PARABOLIC ta1RVE. -`•�• -__ �H A r1 T4iGMT PLAN M1YT� tn�e�t�rem." var _ OF L OF Z = w 3 j ° �� (r �e M ® £� TNENC REOURE 'IS OF AV iI'�CYPATEDWrEAYY -`� r,"N� _N` w (' ! RAJ4PPSS WRTH.N�iNE LIWSHE TOFFT}C RADOR ,ISHOULD BE �` 4 v v lO•RNt)BOLIC CLRYE �`-� EDGE OF SHOULDER LO OR OA' HA CHA7CE D ItTAtEASEO 70 7'. /l V, v, ys. orncNa. FLOW uNE N _ -' D �'-- ,l• f N N N `!,•!;; WHEN STrD. CC-ii IS USED FOFY ENTRM)CES eUlli /L O O O O o • A J ° A r 6 ° �.,� '�" Tod Te Is k" ra e�101 WIT Y 1, Y= =&%L I MV �'aw LIMDJNE ROADWAY ` - `- - - - ^- - - IN CON.AINCTION WITH VDOT PROJECTS, %.EASE �"•^'• IMAM R 1I' OP GM PYA% L•� GDP FAr ILMM L RI POP JIM QW111"a 1 Ir, rm e >< MAx. _ NOTE THE FOLLON',NG. -�, r+ ";t-- � � O D `' BENJAMIN C. ; N N N O �,• .. r n .� n n __ ALliiAfl SLOPE CHANCE MAMNE PAVEMENT SHALL RE CONSTRUCTED U U C• D n n E+ �_D�.--1-'^"" di>♦ alit itMl 71' �. I RS t•'1 RI�CR ILr� L'•r FR LATH SP �SiS7JYTN�l. S. M,a 40'b1N. FOR STREET 4 D TO 71-E R/W LINE "CEP ANY SLBGRADE G RY OATES _ _ d acfo mr was MArm Irm = WK ,d,N Cr 714 111111111113 ►tie. Imr111 tt Dec lx,' l ' - - M O NTGO M E RY w rn ti -,.------q,= STABILIZATION RE0URE0 FOR MNNUt,E (t� _ _ •--�"-" T-E SC -TON 0' THE U)RB AM P41MMT O wT Lt P.Im TW �rac •.L� MOLL = nam n Al L9�Q1,r.OWIM O'DESIRAiLE FOR COGVERC PAVEMENT WHICH CPN OE OMTTED (�•� /t IyO. Q02331 •��• _. - G. 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T1rT RE to M: 11"11WIn" JrT NTM%'M A" mETC ow m • w= it rwm gr THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF I& LT A Iti1"Um FAMM A RW E19AELM t KM i>aax R ONTI& OPTIONAL I LOWIJNE MAY RECLINE WMPNC OF A OE p[S3Dri Ail' IYT li L!I>R(1P WW fi'EetilY iiMl1G1 A'1 Sam d A1Y PORIIDN OF CUTTER TO PRECLUDE PONDOX OF WATER. FILE N0. 0037 56 "Wood Irr ,� c ,,e Illilm mr La iDt!(Ifal lento rsnc msT L=1 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION air OWL VNMATON ter" 1°" "sHT9""`� "II` "`'�" i10" "'�tT' OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE VNIMICIII'Ta SPECIFICATIONMETHOD OF TREATMENT- ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. SHEET 5 OF 5 asec REFERENCE PERPENDICULAR CURB RAMP RETERc'1.' •P'�FR"T""f�CCES FOR MOBILITY IMPAIRMENTS) CONNECTION FOR STREET INTERSECTIONS RENIII.r. E t�,0MRIP, AT171 r)) ' (', )R' �. (;H-TFismw ���� �� sot AND COMMERCIAL ENTRANCES ,r, Yr2CNIA OEPAft71,ENT OF TRNISPOftTAT1pN 203.04 -. h7 v° rr°rurraur nr r°v.coror<rv,H-------