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HomeMy WebLinkAbout34-04 Grove-Mccomas, LLC - Office & Warehouse - Shawnee - Backfile (2)LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY MAP >0 2 � �► p u N EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation '1 W� M 9 o (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, APPLE � o0 EX EP EXISTING EDGE OF PAVEMENT _ _ _� . _ �. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. and an other state federal or local re ulations applicable. In the event of conflict between an of these Y g Y BLOSSOM EXISTING EDGE OF GRAVEL _�� EX EG _ �- 4• The contractor shall coordinate with, and arrange for inspection by, the Authority. standards, specifications or plans, the most stringent shall govern.2 MALL 0 v 5. When an existing water main is tapped for the installation of a new line: The Authority furnish all labor and material. V2. All construction shall comply with the latest U.S. Department of Lobar Occupational Safety &Health 0 EXISTING CURB AND GUTTER F--� _ EX CG-6 + - a) shall Administration and VOSH Rules & Regulations. b) the developer/contractor must: 1, make application and pay deposit. V3. When VOOT trafc or temporary, shall be in �410 EX. INTERMEDIATE CONTOUR - --- - - 48- -- --- - location, workingon right-of-way, all control whether permanent p, n � �TF m 2. mark the tap accordance. with the current edition of VDOTs work area protection manual. Furthermore, all traffic control Ly 01 s � � Z EXISTING INDEX CONTOUR - 50 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole, flaggers must be certified in accordance with VOOT's January 1994 (or latest) edition of Road & Bridge � � o � �49 o EXISTING SPOT ELEVATION X 50.0' 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. Specifications, Section 104.04-C. +�i� � � 0 r' EXISTING TELEPHONE LINE --- - T T ------ T --- 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size. .It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. V4. The developer shall be responsible for relocating, at his expense, any and all utilities: Including traffic signal junction boxes, controllers, etc. owned by VDOT or utility companies. It is the sole ® V o o a, E o Before a permanent meter is installed: poles, private AIRPORT E a a, 0 responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with �, N 0 EXISTING SANITARY SEWER S S------� S a) The meter box, with its frame and cover, must properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. the proposed construction activities, VDOT approval of this plan does not relieve the developer of this � �v °' 0 @: o c C EXISTING ELECTRIC SERVICE E -- - E c c) The distance between the top of the cover and the coppersetter shall be between 18"and 21 ". responsibility.J 0 SITE d) d) All components of the meter box assembly shall be in proper working order. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to - SCALE 1 - 2000 !k\ , -- - �---- EXISTING GAS LINE GAS GAS EX 15 RCP 9. For water and sewer services that connect to existing lines: change as deemed necessary by VDOT. PROJECT INFORMA TION EXISTING STORM SEWER_ a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use b) An Application for Service must be made and fees paid before work will begin. permits for any work on VDOT right -of --way. Owner General Contractor EXISTING FENCE LINE - - X - X --- X --- c) The Authority shall furnish and install % "t 3/4 ", and 1 " water services. d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by Grove -McComas, LLC 332 Mumau Lane Commonwealth Design Build 108c Prosperity Drive EXISTING DITCH LINEpropertyline. The contractor shall furnish and install the meter vault assembly, The Authority will y y the engineer andlor developer with the attendance of the contractor, various Count agencies, utility g p Y g Y Stephens City, VA 22655 Winchester, VA 22602 install the meter. companies, and VDOT prior to initiation of work. (540) 869-5328 (540) 869-0308 EXISTING WATERLINE W/ TEE W EX. FH e) The Authority will install all sewer laterals. V8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined Contact. Kirk McComas Contact: Ben Montgomery EXISTING FIRE HYDRANT 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly length of time. VOOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed ■ Q EXISTING WATER VALVE °----- ______0_ •-- -�-p- must meet ASSE Standard No. 1015 or 1013. Tax Map Number 64-((A))-451 Front(Airport Rd): 75' 80, 3' v 0)M p i. REDUCER - W 11. All fire lines shall have afire service meter assembly and a backflow prevention assembly (detector double V9, The contractor will be responsible for maintannen adequate access to the project from the adjacent public roadway through constru ion and maintenance of a construction entrance in accordance with the Vir inia Address Airport Road Area 3.003 acres Left Side: 25' 26.0' Right Side(Muskoka Ct): 75' 76.5' -1EXISTING ;� oNo 0 check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Radio read Erosion & Sediment Control Handbook, Sec 3, 02. Furthermore, access to other properties affected by this Existing Zoning M-1 Rear: 25' 50.0' EXISTING TREE DRIP LINE ��, �-� �� ^ �� ��^' remotes are required. project shall be maintained throughout construction, Proposed Zoning M-1 p g Existing Use Vacant Parking Setbacks Per Code Proposed c=n r PROPOSED FEATURES n GENERAL NOTES GENERAL V10. Contractor shall ensure adequate drainage is achieved and maintained on the site duringand at the end of q g Proposed Use Office -Warehouse p Front(Airport Rd)- 25' 26.2' Left Side: 5' 17.4' Left � O o 0 � U construction. Right Ct): 25' 25. 0' � C PROPOSED EDGE OF PAVEMENT PROP EP 1. Permits must be issued from VOOT prior to an construction in a public right -of- P Y p 9 Y• V11. All water and sewer lines within existing orproposed VDOT ri right-of-way are to have minimum 36" cover and g g Y Zoning Data Open Space Minimum 25% Rear: 5' 5.3' 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 Open Space Proposed f 30% Use For Parking Units Space per Sq. Ft c� o 0 PROPOSED EDGE OF GRAVEL 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately F.A.R. Maximum 1.00 General Office: 14,750 sf 1 per 250 sf Warehouse: 20 employees 1 per employee ; 14 o N C) PROP. CURB & GUTTER PROP CG-6 and leaving the site. brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate F.A.R. Proposed u.22 Q @, a , design can be determined by the engineer and approved by VDOT. Total Parking Spaces Required 59+20=79 /� � :3 L� 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of Total Parking Spaces Proposed 88 to 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. V13. All fill areas, borrow materials, and undercut areas shall be inspected and approved by VOOT Inspector prior -p bm � PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control to placement of fill. Where CBR testing is required, a VDOT Inspector shall be present to insure the sample obtained is representative of the location when soil samples are submitted to private laboratories for testing. # of Handicap Spaces Required 4 p p q 6 C c M o L S 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, # of Handicap Spaces Proposed � �, PROPOSED SPOT ELEVATION � +50 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. Building Data # of Loading Spaces Required I PROPOSED STORM SEWER PROP. 24 "AD 7. The contractor w.71 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 Type of Construction : -fetal Frame Existing Use Vacant # of Loading Spaces Proposed 1 PROPOSED A S NITARY SEWER S S S 8. All constructior, will be done following the laws and guidelines set forth by OSHA and VOSH. 6" lifts to 95 % +.af theoretical maximum density as determined by AASHTO T-99 Method A, within plus or Proposed Use Office - Warehouse Sign Data � -•� - PROPOSED TELEPHONE T T T 9. The contractor will notify engineer of record of any discrepancies between the approved plans and existing site 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 Existing Area 0 sf Proposed Area 29,500 sf Sign Area Allowed 100 sf Sign Area Proposed 100 sf ``- 60 feet conditions. the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VOOT Height Allowed Sign Height Allowed 60 feet PROPOSED ELECTRIC 10. developer is for by approval. Height Proposed 35 feet Sign Height Proposed 60 feet The responsible the relocation of any utilities required this site plan. PROPOSED GAS LINE 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. VI5. VDOT Standard CD and UD underdrains shall be, installed where indicated on these plans and further where Permit required prior to construction. Contact Numbersea�S and s/9►/'1at'(,J/'�S PROPOSED WATER LINE determined necessary by VDOT Inspector, 12. All controlled fill must be compacted to a minimum of 95 %density following Method 'A' of the Standard PROPOSED WATER METER O 1 um ProctorASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT Engineering Firm: PROPOSED FIRE HYDRANT c:& PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes minimum design standards and is the developer's responsibility. this note if provided. 13. The contractor is responsible for contacting MISS UTILITY prior to an site work. Al/ utilities shown on this tan p g p y p V17. p once b VDOT of an streets an required street si na a and/or pavement markings must be Prior to acceptance y y y q g g p g Montgomery & Associates 540 869-0308 9 �'Y ( ) Surveying Firm: 1-T Op �PLTFi Op COMMON LABELS & FEATURES are approximate locations and not all utilities may be shown. installed by the developer or, at VOOT's discretion, by VOOT 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 GreyWolfe, Inc. (540) 545-7823fe G1 C� J 14. The contractor will contain all litter and debris on -site. The work must be left in an orderlymanner at the end edge of pavement and the post shall be a minimum of four 4 feet from the edge of avement. Sign posts 9 P p () 9 P 9 be list. A list be from district Zoning Enforcement: Department of Planning (540) 665-565.1 U BENJAMIN C. y v y GAR�R, OATES MONTGOMERY � r ^ Q PROPERTY LINE OF PROJECT of each workda y shall of a type found in VDOT's approved co of this may obtained the Yp pp copy y Site Inspections: -° N0. 030342 No. 02 31 `� ! z NEIGHBORING PROPERTY LINES 15. An approved set of site plans must be on -site during the construction process. section. Contact the local VOOT Residency Office with any questions regarding sign material and placement. Department of Inspections (540) 665-5650 �O c� U EASEMENT LINE 16. The contractor will notify all utility companies prior to excavation within easements. V18. The developer must provide to the local VOOT 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 Erosion and Sediment Control: Department of Public Works (540) 665-5643 ZONAL SUPRN c 17, The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty VDOT Residency Office to acceptance of that work. Unit and total prices may be obscured. Sanitary Sewer and Water: Z prior U) PROPERTY CORNER FOUND Q days. Fred. Co. Sanitation Authority (540) 868-1061 j PARKING SPACE TOTALS 12 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. "Road Telephone: Verizon (301) ,954-6282 Electric: Alleghany Power (800) 654-3317 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF > O U o C Density will be determined using the density control strip as specified in VOOT's and Bridge Gas Co. 869-1111 FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION O UZ Q k ADA HANDICAP PARKING STALL q DEPARTMENT OF INSPECTION GENERAL NOTES Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A Gas: Shenandoah (540) OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE w � (� certified copy of the test results shall be provided to the Residency Office. In addition to checking stone MISS UTILITY: 1 800-552-7001 ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. I Z WO SIGNS �- 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 depths, a VDOT Inspector shall be notified and given opportunity to be present during the construction and testing the density u,, CX /� / (Storage) and the International Building Code/2000. Other codes that apply are CABO A117.1-98 Accessibility and of control strip. g y p Zoning 4�enera! Notes � � � SANITARY MANHOLE IDENTIFIER O the Usable Building & Facilities, Maximum 1. Exterior lighting will be provided by wall -pack 2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's "Road and Bridge o STORM DRAIN STRUCTURE IDENTIFIER 0 area limitations are exceeded for the type of construction under Table 507 of BOCA. Specifications (Section 315) and VTM-76. A certified compaction technician shall perform these tests. A Environmental Existing Disturbance Proposed lights attached to the building & lightpoles. 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for certified copy of the test results shall be provided to the Residency Office. A VDOT Inspector shall be notified Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent LIGHT POLES building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet requirements of Chapter 17 of BOCA. and given the opportunity to be present during the construction and testing of the control strip. ° ° Floadplaln D acres 0 /0 0 /o glare on neighboring properties, 3 Outdoor trash receptacles will be in an enclosed 4. Maximum slope across handicap parking stalls shall not exceed 2 %. P p p 9 V21. Approval of this plan shall expire three (3) years from the date of the approval letter: Lakes & Ponds 0 acres 0% 0% f six (6) foot fence. LOCATION OF TEST PITS 5• A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. Wetlands >1AC 0 acres 0% 0% 4. This project will not disturb any environmental 6• The 2000 International Building Code can be utilized for building design. Sinkholes 0 acres 0% 0% features as defined by the Frederick County Natural S. W. o acres 10% o% Zoning Ordinance, FIRE MARSHALL GENERAL NOTES' TRIP GENERATION DATA Retention Areas 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES Steep Slopes >15% 0 acres 25% 0% granting easements shown on this plan. 6. Easements will be recorded and copies sent to theparties 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% involved. INLET PROTECTION ® 1p 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, 7. All electric, telephone, etc. that will service this 3. The contractor must align the fire hydrants to the direction as determined b the Fire Marshall. g Y Y DATA TAKEN FRONT THE I. T. E MANUAL 7th EDITION site must be placed underground, 1.4 OUTLET PROTECTION ®Op 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. U APPROVALS 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. BUSINESS PARK (CLASS 770) 12, 76 PER 1000 Sf X 29,500 = a377 VPD'S W CHECKDAM CD RESPONSIBLE LAND DISTURBER DIVERSION DIKE ODPP_ G J �' UJ ct I- cz SILT FENCE W/ WIRE SUPPORT WF NAME: LA NDSCA PING NOTES Frederick County Zoning Administrator g � F; ` ' , , ' Date P t1. ` SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #; . ._ Y C�/(%� �.. �� a ��i�1/-C Q o N I. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1. Site Plan approval from VOOT will expire three (3) years from thr? of tie approva> etter. ®ATE EXP, and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2, Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. SEDIMENT TRAP ST 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: 5/17/04 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 al/ plants for one year. not in progress at the end of this period, Authority approval shall be void. SCALE: N/A the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The 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 owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections, shall be void. FILE N0. 0128 CONSTRUCTION ENTRANCE CE prior to commencing any site work. to the owner, 5. The Frederick County Department of Inspections approval does not constitute a building permit. Building plans p p pp must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 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. requirements and be approved by Inspections. SHEET 1 OF 6 _ _ _ — — --_ — — �`'� >0 a tVi _.--- '� 1 It 0 M 64-A-45G r 200D SOT 2000 "- BASSAM T SA88AGH Lu 00 Co I ( lNV= 722, 87 DB 829, PG 402 1 64 A-45D � / SIGHT DISTANCE 1 I / / I ZONED: B-2 � � � .., ADAMS FAMILY, LTD ; * 500' � f 5OO' USE. CHILDRENS SERVICES � DB 826, PG 479 p f� v� ZONED: B-2 `� _ __ _ _ �__ _� _ . 2 �__ _� _ _ - USE.• VACANT _ _ E o'� -72E7aLONG 4" SOLID LINE a Ua LINE _ __ __� N? a - " DX-- --- -- - - - ' r cn ► _� - �. �N„- _ -. arm - D�.3C L-6 '� T p n R K e- �%� _ ,'� - -��-------,-- -7, 6-,- I R r O 64 S ,-- _ - LOWER t71VE_1 _ - __ . _ _ �_ _� - , �? INlr7/V=7 MPH �_ - ___ - __ _ STOP SIGN & BAR UT-7�10 { •CG-1 ........... = Emom- !/ , TAP Y FCSA 26••... �` - _` _ ��_> PIT -- 80R-I '" f !� --- .' t� �vgTE i� TEST PlT TEST PJT r w �,o- ,r-r„w- �,� a,EO P� + /WVj LOWER LINES �~ r . ,�► ` �- (u8 B 28 � 0 o WER LINES lF w J .,... `", .. - �`✓ _ `-- -pISrANCE) .,► . �, UTILITY ESh t pG33 & `` ' 'yh' S 703, 60' HI H SIGN r. � REQ D BY FCSA �/ ��, EQ D BY F °� w •„w I �� � ---,_' ``"`"``'` =',-` ` .__._-- _._ VE TREE iS 1 �-" wEx. zu EDIS`�gll EST (DB v�� _� —' f REMO w , 2 PQ T MAC r 10�S IN AREA TEST PIT -�L .✓ 0' ✓ , - FH Lr�_____ 262 61 h ; I _ 1p o LOWER lF - �.__ '`��' llffC N o ^?-�' _ `� 64-A-44K / d ` l J / T lT"2 �� 25 $ 23 ° 22 2 9 22 $ b -y �� ``k J AIRPORT BUSINESS „U� / ES P T - 24 •I PARC, LLC 4�r / J ( l i �l S�� / '°r h '".�- ` � l � � DB 950, PG 307 � �p N I I ` -� 1� ?? + Dl 1 ZONED: M-1 O � M a LOWER LINES l NEEDED % 2 / � / � j TOP=722.9 (/ � USE WAREHOUSE 4 2 25 25� , 2 1. 725 75 B L _ _ ,i 23 s o a + J 5 �+ , w INV UUT=1 �tF / N o `" °n 21 , .._- i � � t o t _ _ --�-- 2 25 25 24 7i 4 2 22 2 3-0 Dl�3C-L=6' \ , 23Z ems' " j �' '. t\ '; s' ''• , • . ' „ ' • 'M . e, 9' {{ �► TOP'=724.0' / ', / 5 '' " + 'e mr INV` N=721.0' t ,, l ' ! ! 26� 24� i / ! "' I INV BUT=721. o' 2 I , ,` / �t m ! c� ca �, 4. c� z -, ac j �, i N 20 22.0�Ph Ise l l Ph e 3 P age 2 - ,+5—� _ 6,0�o sf 1 % 6,00,o sf / r� o sf, j I 0 0, 60' � 100' 1 1 1 60' x' 100' I I i 60 : x 125 2 r` t FF=7�6.33' ' I 1 ' / I ! FF.' 7�3.66' FF- 00 ( ! i I 3, 000 Warehouse I l } 3, 000 Warehouse } I } 3, 75 W�rehouse } I ti 25$ , I 3,000j Office I Q I 3,dpoj Office I i } 3750 Office I i I : 4 �� �� 1 t ` O �, -�� TYPICAL ` ; % f " I � Zz ` � ©>\ �Ct mO ©�m Cl-- Om o\ Cc o ©F -©- 212 o o o , r z! z Z1= z z z o 0 0 � Q o o o NI N N N f N( I ( ysib Ai a Al 25.0 4' APRON ( AL) \ �� 2,3s+ to - �-s —s s �-s — —' \s —s — —s —s s s cZ 1 3E 25 5'R CO-INV-721.3 4.5�'R 4" PVC SDR-21 LATERAL 2� 4 5 -�, CO-lM/=717.� D11, i \ Cl�' INV' 6.4 TO =722.0 l 'AVAr 124 INV I1�718/0; ;~ l f / l z , \ q Z5 `! �' `• ` N INV OUT=71 f 9 \ 3 \ �. � � it � '' � / 1 � ' C, p 0 U j 'F/. � \ H •� \ �' '' J /� (j L 8.7�+R 8, 2 w 1 8 8 22 \ y f l l " 1 •� W W 1 r 4 i 1 \ '` o -3B L 6 4.0 R f // C[ o 30 \ I T =722. \. 2 O \ Q � __-- --- 25 `� � SS ,� 23��o 0 . I IN 5' 254 4L \24 TO 722.4 7.4 Rw 3 �4 . D22 � 22 l v a / ', ,I �\ 1 ' O mill 0 1�' -� i s, .4— S r►—, r=-- $'4 iL— 21 . IS. 64-A-45K 1 I 25ii Phd � � CL Phase 4 � � � use 5 INV/C, L L C 4 pd0 sf , Z 2 00 sf I o Phdse 6 INST 020006623 �' \ f 4d XX 125 4uQ a I / J # } � I t � � � �` � . • I FF=726.33' � ` 50 , o � I a 4 pQ0 sf ZONED: M-1 4 t ! / I \ ( 2, OOo Warehouse ` 1, 000' Oreous j I / m l u �2100' USE- VACANT 1 I 2 000 �Y 3 �„ m m � Office , 66 I m 7 00 1/ h1 � l o o ( m � , 0 � Office I 2 000 Warehouse ' 11 oI o oI( c� , I , I m o! a o{ o ala o o` olg o o o a I 2,000fOffice I 17 e , _ i Z W r / 5-6 25 / '' , , ' ''., • . ,, , '.. , 4 ,. n r3.4 25 � i O 0 11 I ��' 9 -'2j / �,,, ' t 722 /o---�—._ ____ ____ 25' BRL / �ti t � 123 l l � Er,. 6 22'_SFWER l ,l/ r� I _ J � STUB 4q , l Jl W WR 1 22 / C� / 12x45' Loading pace U rnpst�r p �/ 225+ / ` / IJ J t , Q N i 1 1 I' .' 2 �/ y. S VH �, o i \'�'� , �� 22. BEND , • 1 ,� 2 / P=�2 _' i I9/V /All lI=710.0' w �/ "� °S' , " 2 Ir�JVUT=7G9.8 / DATE: 5 17 04 I / r N 62 6 W— 2.9�' C EyiSTirdG ,5� 4 / l / J 20' 0' 20' / l 64-A-45 / J / �'� SCALE: 1' = 20' ' B 9 PIrl � % l 1 � � GRAPHIC SCALE . r 25 ADAMS FAMILY,, P I 1F�,1 1'6 ��� F R" r �R LGvc DB 826, PG 479 I j / / / l / _/. SAPJITA. Y S�Wt FILE NO. 0128 ZONED: �G1-1 ,� El. 20' S}W ., -AS T (06 G53, PG '425i USE.;VACANT ` , / �� 'fir ` l /% J% SHEET 2 OF 6 R7-8 HANDICAP PARKING Sl (12" x 18') RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED \ VAN ACCESSIBLE PENALTY $100-500 TOW -AWAY ZONE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMODATE THE ADDITIONAL LINES j 9 REQUIRED EFFECTIVE JULY 1, 1998 PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 3' MIN. 12. 1 ^ 12:1 3' MIN. N CG-6 CG-6 NOTES: I I I VL�UUA 1. H/C SPACES MAY NOT EXCEED A 2X SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS. 3. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. d d 8" OF O.G.B. d (3"-6" ROCK) SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY TYPICAL STONE SECTION THROUGH THE CONSTRUCTION ENTRANCE AND ROADWAY - 4 " OF 3000 PSI CONCRETE W/ FIBER 0 0 4 " OF 21-B COMPACTED TO 959 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL SIDEWALK SECTION TYPICAL PAVEMENT SECTION UNDER THE PARKING LOTS 1.5" OF SM-2A 3" OF BM-2 d d 8" OF 21-B COMPACTED TO 959 DENSITY d SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL PAVEMENT SECTION UNDER ALL TRUCK AREAS 735 730 725 720 1 ! i i j 6 � ml N �� I vQ_� J :z 2 L'j Z 1 of o 0+00 0+50 1+00 WA TERLINE A H-1 "=50, V-1 "=5' VDOT ENTRANCE NOTES: 735 730 725 720 1. INSTALL ENTRANCE PER CG-1 I SPECIFICATIONS. 2. INSTALL CG-12 RAMPS AS DIRECTED BY VDOT FIELD INSPECTOR. J. CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. 4. STOP BAR AND STOP SIGNS MUST BE INSTALLED PER VDOT STANDARDS AND AS DIRECTED BY THE VDOT FIELD INSPECTOR. CONTAINER GROWN SHRUB Prune out any dead or broken branches, remove all togs, labels, strings, wires, etc. from plan. r" mulch Set top of root ball equal to or 1-2" above grade. move container; use orp blade to make ur 1/4""1' cuts the �th of ball and cut a " X on bottom of Ill; loosen compacted ots. Prune out any dead h-L,-n branches. all togs, labels, wires, etc. from S" mulch Set top of root ball equal to or 1-2" above grade. s rope & burlap oot ball. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Prune codominant leaders- �- DO NOT pume terminal leader or branch tips Prune rubbing or cross branches-��-ii .. Prune narrow crotch angles & water spouts � Prune broken branches Remove tags and labels._.,.. Prune suckers Cut away all balling ropes 2"-3" mulch kept Remove top of wire basket away from trunk Soil well to contain water J ` Backrill soil • •• f Partially backtill, Widen and score water to settle wol, 1 soil, finish holes in - - backfi'lling y , , Area for water Remove container and cut drainage (Pipe circling roots if or the could container -grown, or as be installed) much burlap as possible W Leave solid soil pedestal - do not fed -grown dig deeper than boll depth Dig hole 2-3 times root boll width 1 TREE PLANTING DETAIL (NOT TO SCALE) 730 725 720 715 ..�------ 7- I i Lc::) i 6" SDR-21 I LAJ :Zi zj U m I C'i (1) �i_ o L ~{M, ^ Q � I � ^ of )WIC N1, o' "� O O J _ Q) o11� O z Q 0+00 0+50 WA FERLINE B H-1 "=50 ; V-1 "-5' 730 725 720 715 725 720 715 710 705 I j 1 I' I i I pR� I � 16S I I EX I N I---- `° (mil ca �'� o f oR o <► �'� i Cr-- NWN I ojl�=�j �'__ �WQ �z �� I I ���i I o I ���z 0+00 0+50 1+00 1+50 SANITARY SEWER Parking Lot Landscaping Data 725 425'= Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 8.8 9 (88 spaces) Total Impervious Area 1 per 2000 sf 46 720 91, 750 sf 45.9 (Perimeter Landscaping) Percentage of Green 5016 Area in Parking Lot 3175 sf 3200 sf 63,500 sf TREE - Dogwood (Corpus Kousa) - 55 PROPOSED 715 Other deciduous species may be substituted with approval of the Planning Dept. All trees must be of 2" caliper at time of planting All plantings will conform with Section 165-36B of the Frederick County Zoning Ordinance. 710 WINCHESTER REGIONAL AIRPORT NOTES 1. ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. THE OWNER SHALL COMPLY WITH ANY REQUEST FROM THE AIRPORT AUTHORITY TO ADJUST LIGHTING AS 705 NEEDED. 2. DURING THE CONSTRUCTION PHASE, ALL CRANES ARE REQUIRED TO HAVE AT THE HIGHEST POINT, AN AVIATION OBSTRUCTION FLAG (4'X4' WHITE & ORANGE ONE FOOT BLOCK CHECKERED FLAG) AND/OR AVIATION RED OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE COORDINATED WITH THE AIRPORT OPERATIONS SUPERVISOR (DAVID FOLEY) NO LESS THAN TWENTY-FOUR HOURS PRIOR TO START. 3. OUTSIDE BURNING IS PROHIBITED. STORM SEWER ITEM TYPE 48' OF 24" RCP CL3 w/ ES-1 [E DI-1 - RIM=722.9; INV=718.8' 108' OF 24" RCP CL3 El DI-1 - RIM=722.0' INV=718.0' 60' OF 24" RCP CL3 [4] DI-38 - TOP=722.4, INV=717.4' 16' OF 24" RCP CL3 aEW-1 FOR 24 RCP - INV=717.0 DI-1 - TOP=719.5, INV=716.5' 16'OF15"RCP CL3 F71 ES-1 FOR 15 RCP - INV=716.5 FES-1 FOR 80' OF 15" RCP CL3 - INV=722.8' ES-1 FOR 15" RCP - INV=721,5' 11 10 ES-1 FOR 8' OF 15" RCP CL3 - INV=721.1 ' H DI-3C (L=6) - TOP=724.0, INV=721.0' TIE INTO EX. 15" RCP }� SIGHT DISTANCE INV= 722. 87' 4 N SOLID LINE UNE - 70' LONG o M_._- � \ _ T ROA � N 4' DASHW � JG^ L=6' _ `~ lI i` P R 50, L0.r 64 �5 MP ._ _AL_ i�trfavi?72221.0PT. H SR7P SIGN & anR W • - _ R go-goE 'wNl(� �74 PG a60)8711, PG 554) 0 µy 'p1JCE) �► ffiSp UTILITY ESp6 703, PG 833 D t�• a� I ,, . ® 1 - ' - TREE EX. 20 ESMT _ R -"'pe EX. 20' POTOtAAC EDISON `�_ --_ _."_ _�� w e �'a.w� � FH a S- A"W _ sh 49 1 IC)P 721.9' l 75' 8 - - - € INVNV IN718.9 OUT=7188' 5.0 i4 /' Off Pi0 1 X�,..r 3' .f = '� :• •• • ,�.♦ Y•• 1•f • •' i •: .. •• TOR=T24.0' ' g 1 • " • ' ~ INV 1.1' ! e m c> o LQ ., INV Eaf/r 7.-� 1'0, y0.0 ,".• Install 3' high evergreen hedge in front of the parking spaces to screen headlights from Muskoka Court r ,/jam.. r� . r z.0, 4' k D I�� C1P' �722. P3] NV /N=71$'O' r SV OUT=717.9'/,ry r l EX. 5 SEWER l l/ STUB - 4% SSMH /f 1QP=721.0' ll \ q / 1M (CIN=710.0' 4by l wV`QUT=709.BI/� EX. B" SANITARY SEWER LINE EX. 20" SANITARY SEWER EASEMENT (DB 953, PG 1425) I l! l y 30' 0' 30' GRAPHIC SCALE L Q p) O 4- M " o oa o U Roo � N O � v a a M C i J O DATE: 5/17/04 SCALE: 1" = 30' FILE NO. 0128 SHEET 3 OF 6 PIPE OUTLET CONDITIONS I ado (MIN.) 'IPE OUTLET TO WELL ►EFINED CHANNEL d SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERROTER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. Source: Va. DSWC Plate 3.18-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Compacted Soil PLATE 3.09-1 OUTLET PROTECTION CULVERT SIZE 0 N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 3 18" 14.2 cfs 4.5' 14 15.5' 6" 15.6 4 15" 6.1 cfs 3.8' 8' 9.j, 6" 6.8 6 15" J.6 cfs 3.8' 5' 6.3' 6" 2.8 EROSION & SEDIMENT CONTROL NARRATIVE Proiect Descriotion This site is located on the southern side of Airport Road and on the east side of Muskoka Court. The purpose of this development to place 29,500 sf of office and warehouse space onto a 3 acre site with the associated parking area and utilities. Existing Site Conditions The site is currently a field with a drainage ditch through it. All development will send drainage south to a stormwater management pond and west though a storm sewer system under Muskoka Court, Adjacent Parcels The surrounding areas to the north,south, and west are vacant fields. The area to the east is an existing warehouse facility. Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA"shows Blairton Silt Loams (#38) and Weikert-Becks Channery Silt Loams (#41C). These shale type soils have moderate to severe erodibility and are poorly drained. Erosion and sediment control devices should be installed and inspected prior to strippin the sod. Critical Erosion Areas There are not any critical areas on this site. Erosion & Sediment Control Measures All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook. Structural Practices Install construction entrance (with wash rack if required by inspector) Install storm water ponds and traps Install diversion dikes Install storm sewer system Install inlet & outlet protection Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. General Note: The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. SEEDING SCHEDULE (Section 3.32 of VESH) 1.)Topsoil will be spread at minimum depth of4". 2,)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and 33 % Red Clover, 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. STONE CONSTRUCTION ENTRANCE SIDE ELEVATION COURSE -AGGREGATE B TRAPPING DE iTRAPPING DEVICE • MUST EXTEND FULL WIDTH OOF INGRESS PERATION AND EGRESS PLAN VIEW DCl 111 - SECTION A -A SECTION B-B EXISTING PAVEMENT 6.1 2-10 ACRES OF DRAINAGE AREA: VDOT #1 COARSE AGGREGATE FLOW SOURCE: VA. DSWC CLASS I RIPRAP PLATE. 3.20- i DETAIL MODIFIED FOR THIS SITE TEMPORAR Y SEDIMENT TRAP Wrap filter around the structure covering the 12" inlet. Wire the fabric in place. Place rip -rap around the base and a layer of 157 over the rip -rap. Contractor is responsible for marntaining the structure and inspecting after each rainfall. 720.90'DDom 720.00' Spillway / 7 719.82'100 yr 719.50' Rim 719.16' 10 yr Standard 718.81 ' 2 yr Dl-1 Grate Opening 12" Hole (Inlet) 716.5' - Invert \ 8" Base 67 C Y AC \ %'.'WET STORAGE. / \.. , ..'.'.� .. /� \ ` , /' \m Sediment Trap Detail N. T• S. 15" RCP I _, _- fy 70 LONG 4- SOLID LINE _. - - _ __ _ _ _ _ _ - -_ _ __ _ I ~• ` "\ _ PORT RO -A : °"�LN` '_ I - IR - J•' �oNc A�► % - RT g4545 MPH Spy R•0W -� , / •--� -Q.�,_ _ .� a ! I(SIGHT DISTANCE �. _ 00 CD 41 vu.._._ � IW 57 / • CDI -` `- OP r___ --- ler O %' ;ate O� \ EX. 6 ' SEWER l j STUB - 4i EX. SSMN \ R Ml=710.0• if �l 30 0 30 / INV UT=709.8" f� GRAPHIC SCALE EX. 8" SANITARY SEWER LINE EX. 20" SANITARY SEWER EASEMENT (OB 953, PG 1425) 0co C\j Uj CO COOD 2ZZ U-) Y� O � E I� E U oan �NE � E w Q N U) O T ri■� v► oQ Q 0 :3 0 o 0 o M 0)ROO Mo � � N v O N =3 L♦ ti N y � Cr v C ° M Z LQ 0 W w LLI V 4 DATE: 5/17/04 SCALE: 1" = 50' FILE NO. 0128 SHEET 4 OF 6 STANDARD general backfill 'see note) concret ;elect backfill note) ,ral backfill note) O.D. CONCRETE ARCH >elect backfill note) 2 O.D. form be 6" minimum+ machine excavation limit trench bottom-[) "'��\ undisturbed earth stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with *denotes hand excavation polyethylene, and the concrete poured to completely surround "p' = 12" min. for 1O" and smaller pipe the fitting and against undisturbed soil. The bearing dimensions D` = 18' min. for 12° thru 20" pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Die, I Plugs, Wyes & Tees 11 114° and 22 112' Bends 45' and 90° Bends -- I A I B C A B C A B C 6' V-0" 0'-9" V-0' 0'-9' OLT Q-9" V-3" 0'-9. 1'-9 8' l'-3' 0-9" V-3' 0'-9' V-9' fr-9" V-6` 0'-9" Z3' 10" V-6° a-9" 1'-W V-0' 0'-9' l'-3• V-9" 0'-9" 2'-6' 12' 11141 1' 0" Z-6" 11-3" 'I'-0" V_W 2-0" 14" 2-0" V-0, 3-0" T-3" '1'-0' V.6' 2-6" l'-0" 4'-0' 16' Z-sX V-0- 3'-6 V-6" 1'-0' 2.0" 2-9' V-0" 4'-6' 18" 2'-6° 173_ 3'-9° 17 1'3' 2-T 3'-0' 1'-3" 4'-9' 20" 2-9' V-6° 4'-W 7-9' l'-6' 2-0" 3'-3' 1'-6" 5'-0' 8"M24'seecl 8M214"salect '11 1/4° THRU 90° BENDS backfill backfill ee note)ee note) •'•mbedded gaib rods over fittings and in concrete thrust blocks. one p 61 O6" ( �F i i' 1••'• 112 O.D. i. "'+'r r FITTING 1 E D S � g TT1 s z �� NO. R S E BEDM T �42 �� s • r Mti 6k, 12' & LESS 6 C 3 14'- 20" 8 2 2 30" 36' L 6. 6. Concrete $c a r concrete concrete Fitting VWum of ihru to kin cu. d. VERTICAL BENDS size 1t-14° 22-12° 45° 90° CONCRETE CRADLE CONCRETE ENCASEMENT stone bedding 6' - - - 1.3 8' - - 1.1 2.3 10, - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12' - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 NOTE: To be compacted to 95%of ASTM 0698 maximum density. AS FOR HORIZONTAL BENDS, 16, 0.9 2.3 5.1 - 18' 1.4 3.2 6.3 - 20' 2.2 4.5 7.8 - TRENCIH & BEDDING CONCRETE THRUST BLOCKING Figure 1 Figure 2 6" dia. schedule 40 steel pipe filled with concrete and painted yellow BOLLARD DETAIL direction of setting to be approved prior to installation FIRE HYDRANT ASSEMBLY Figure 8 TREAT WOODEN PANEL GATES WITH WATER SEALANT. L INSTALL GATES ONTO 0'6" POSTS INSTALL OPQUE FENCE AROUND THE REST OF THE DUMPSTER TO PROVIDE SCREENING DUMPSTER GATE DETAIL N.T.S. pad l'-6' sq. x 6' deep mechanical joint swivel tee with 6' branch top of manhole at grade In pavement areas unless otherwise directed (top shall be set 24' min. above grade In easement areas) square skid pad 6" thick- 3/4' x 2' butyl joint sealant concrete ASTMC-150 4000 psi waterproof coaling 2" or 16' (typ.) CS-55 by Conseal joints are to be sealed with "O" ring 314' concrete anchor bolts (4 each) adjustment rings (I V max.) • 4, '4 1' nominal size RV 30 butyl . joint sealant applied • between joints and on ° exterior side of joints I.D. , - pipe to manhole 5" connection to be by flexible sleeve Invert channel to provide a smooth transition in to out, 3'-0' min. for all connections 2-0"max. 4'-0' max. precast invert or grout o :! it •' r�l; �' r estop of bench -wall J.' u : • "Wr' • ti;;?;"•v w , same elev. as bottom to form channel V ati r •,tr • p/2 9,� .4 �,((rt + t"rvjf g.p?t' 6" top of pipe ,� • a,, 6" bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Figure 11 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/604' or 3/4' 18 in. Dla. Non -Traffic M32C-PW Traffic A32HH 1' 24 in. Dia Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) OpposNe Side meter box top 6' painted blue and cover 21 1, 8. I�Ilrle�`,�ilrllill ;�� FAA :�eellEM .! rr . COPPERSETTER meter size Opposite Side Same Side 5/8 x3/4' VBH072-16WD-44-44-B4 VBHC82-IOWD-44-44-B4 3/4" VBHC72-18WDA4-44-B4 VBHC82-18WD-44-44-B4 1' VBHC74-15WD 44 44-84 N/A. INSTALLATION NOTES,-, 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SOR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from core. stop to into the meter box [wrap wire around carp. stop; wire to be taped to top of PET at 10 foot intervals; come up Into meter box and terminate level with angle ball valve]. 5/8"x3/4", 3/4" & 1" METER INSTALLATION (4 FOOT COVER) Figure 5 730 TREAT WOODEN PANELS WITH WATER SEALANT 8" OF 3000 PSI CONCRETE W/ FIBER 725 o p 8" OF 21-B COMPACTED TO 95q DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL DUMPSTER PAD 720 SECTION TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE 715 PANEL. INSTALL ON 4'XWY8' TREATED POSTS SET 3' DEEP. DUMPSTER FENCE DETAIL N. T S. SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 45' bend bell adapter ' (see note) SDR 35 6'x4' gasketed bell wye (see note) location stone - 2 SDR 21 gasketed pipe and fittings SCH 40 solvent . weld cap property fine 4' pipe at 2.00 % minimum grade concrete cradle if top of main is greater than IV deep 36" min. cover treated 2"x 4" with - top 6" painted green Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 14 (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 7 R. cast iron cleanout cap with brass must be 8" from the top of the //plug screw type adjustable box finished qrade A g" square concrete skid pad T20"x 20'x 6' deep Cast iron cleanout cap with brass oho VALCO. Inc plug having a countersunk square Fig. No. 71 BOB head Panetta Model PA4SV-CSK (4') with lid marked 'SEWER' SDR 21 - cleanout pipe bottom section of box brick base �t + ,�!•� SDR35 spigot by r4 f �? SDR 21 gasketed SDR 35 y �y `wi a� bell adapter gasketed bell wye sanitary (sae note)rr'h"'' ] SDR 35 gasketed -sewer main SDR 21 ;,itbell 45'bend `--- 6" stone bedding NOTE :If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 (Z Q) J, tr) N �» 24" CUP __- ' 1 `` I I 24 RCP 2.50q 15 CP I 1 I \\ 3 1 241PRCP 0741",'1- 1 o�oo� I I ! 24" RC 0.679' I n--- p 24 RCP i Q) i N c< o �1 0 i 4.1 t I W_ a ci ^ Z N N N .� _ I 4 __ °j� } i . ___ O� I.__.._I -4_ t0� W __ ."" _ Z p I �- ( i U W WI WI 1�u1°' 4��Nr�� rnC6� ] N I O06K N�t11 I <t fir\ + .�! � icy � Q. �� �L o col IN-_1 OI �]) .� I n z O f]f N N �o II Z � � t� cp W3 N II Z N r` � � L _ _ O O�O J _ -� �~ (!( Z _ _J I � NCA-N ;Z N to N . 0+00 0+50 1+00 1+50 2+00 2+50 STORM SEWER PROFILE H-1 "-50, V-1 "-5' 3+00 3+50 4+00 O u- 00 N o2 W00 00 t0 CO 00 O O lv7 � INS Z >(D E U � 0 Q5 � (0 a ■ 0) O Q Lit:!✓ N O .I .J C_ tr) Ln In O U p U O 0 fu 01 n1� � O ko O v > L _ N j U N44 Z O C 6 O J N L 730 725 0 0 720 v W Z Q W 715 W LLJ O Q 0 DATE: 1/07/04 SCALE: 1" = 50' FILE NO. 0128 SHEET 5 OF 6 .SERTABLE.SHE"E' A59. cG-7 Dr 3A3B:G EXPANSION' KEYED NOTES: Sr FOR DETAILS :0 INLET. CONS .. BA U �.: JOI JONT .:GUTLL C(3>12 1_ THIS ITEM MAY BE PRECAST OR CAST IN PLACE_ EXPANSION JOINT 3'=1t)" FRAME: CC/1JE J. R5 `;, �: O t3ACK` OF .SIQEYAALK A SI;E ..ST NDAIZD .1C-2. '; - BAI2 yyyyARP��q N 2. S A.3 IF C IN 4n , ,i a C�JTTER O PERFAISSIBLE t2:1_ MAX: 4$ 1 MAX;, CONCRETE TO BE CLASS CAST PLACE BARS 2 w CONSTRUCTION dh.5, DOWEL:5, i8" LONG BACK OF CURB 4000 PSI IF PRECAST. -�• . � , �„ �? � ' JOINT.: gi>,,�"::G-G ':: : ,. : .... 20! 1... 3. COMBINATION CURB & GUTTER HAVING A RADIUS BARS C a '-. I SUBBASE � ago { 1 SHALLF r OF 300 FEET OR LESS ALONG FACE OF CURB) od -- . E3ARS H -- _ HARDWARE: B W 4 : �: MIN. „ BE PAID FOR AS RADIAL COMBINATION CURB & ARS..F I o --GDTH GUTTER r` z' et SECTI(.N A-f� - f MIN E o? i i ' . _ l L`. a.. v " 2.... . SIBLE... i SEE NQ 8 w :y 4• FOR USE WITH STABILIZED DPEN-GRADED 1�NT;1"RUGTIflN ... - • ; 10`1 DRAINAGE LAYER, THE BOTTOM OF THE r�__r' hA CURB AND GUTTER MALL BE CONSTRUCTED ' `77-:� .... g TANGEN,T ..PLAN B. R PARALLEL TO THE SLOPE OF 5U8BF�5E ' "" ,' COURSES AND TO THE DEPTH OF THE '. „R W tsh PAVEMENT, all II T6P5c'SE sECTIaN .®�e: _ AR F IAR A TRUNCATED DOMES A: 4° SQUARE LANDING: :, 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED _ NQTE 5... t � � r rl. ' Fi: i�.: ARS:D' FAKE: OP CURB:,....' .: 2r-B �� AREA't)UT91DE :DF: BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER GUTTER •: $ I:' +� o A ELW AL THAN +0 MPH ON RURAL HIGHWAYS AND 45 MPH % �? `8E PR[iVIDEQ .WITFtIN � �RCONTRQL :IOihIT` CRACK CONTROL' JOINT - THE :MARKED �. �; I EV EA - ECT 0 . G9 CROSSTALK AREA. ,�- .. N D ELOPED URBAN &SUBURBAN AR 5 6`MIN �:?'` :PLAN 6 �L1C . WHEN THIS STANDARD LS TO BE TIED INTO EXISTING 3' fl, MIN: > a�i 0 f�f A A � CHANGE IN STANDARDS MADE AT REGULAR b BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10, �m xp ti L'VARIABL.E: P41fV'i.:.2D'' 2'-10'r .K YE n � v> � c f, JOINT ' T. G ARPE : 10' OR THE A'. 1� OPENINGS GROSSWALK „ u cn a'-o... �' . 2 s.. t3,,' . �-o.. � 0� s "R'0 7. WHEN COMBINATION (MOUNTABLE CURB AND GUTTER I5 ,""" -� _ . � z. � ARS, A o C2 ,. APPROACH' 1 4. USED, THE STANDARD ENTRANCE CUTTERS DR STANDARD TYPICAL PLACEMENT � � �. - N GUTTER: 0'1 AX; N r U AL CDtP+INECTIQN FOR STREET INTERSECTIONS ARE TO HAVE I � ALTERATIONS` AT` INTERSECTION THE MOUNTABLE CURB CONFIGURATION INCORPORATED. . . . . . . . . - OSSYtiLAL AT.:INTE.RSECTL0N.----------_- ------ --- W.ITH�N CRQS,iLK. �- ----- ------ "THI.N CR.0.55NALK ARS U0 4 DIAGONAL VARIATION �'�. • ,� (WITH BUHF1.ER .ST'RIP.) 211 R +..: US 8AR5. F 6ARS . E N '. THIS. DESIGN TO BE M*.F.OR :CONSTRUCTfQN: THAT INC4RBDRA�TES WIDER SiDEWALK:.lcA1IDING - ,.' BARS E o. {4R:.''.VOII3Ea REQUIREQ. T(1P'bF'.£URB..RAMP.,FAINIMUM CURP,,:RAM1P LENGTH'.B F,E£T FOR'. -NEW I 3 'BARS 8. CCINSTRUC:T{ON,. S FEET FOR:':AsLTERATIDNS;. 2 5 1" R I WEEP .HOLE 8" NoTEs�:. .. CINT �LE�/AT BARS:. „ FR I�:N 1, VE.TEGTADLE, ARr�INC T(7 gE GLASS '14-3.;GON:GRETE fCLASa A-4. IF PRECAST! WITH :SLIP 'RE515TAN T INTEGRAL ------ __ (GUTTER fREf�(atfEQ1 All SURFACC COVERING• THE, FULL ;WIDTH OF..,THE RAMP : FLOOR BY.. 2 FOOT. IN LENGTH IN THE DIRECTION. OF ' l.a PE[)ESTF�AN• TfiAVEL::OTHER TYPES 'r3F MATERIAL' 1NfTH TmE, TRUNCATEQ ::L74ME.`.UETEGTABLE: WiARN�dC MAY HE USED:< '� I WITH 'THE APPROVAL. OF THE:);NGIPJEER. " 4„ , 5xy BENT PLATE SECT ON $ B 2; THE DETECTABLE WAVN NG. SHALL :BE .PROVIDED BY TRUNCATED:.DOM9ESs: JRUNCAT.ED. DOMES ,TU• .BE.: STAMPED` o o a • r a r. � IF CAS =.1 =PL DR' PRECAST IN. TOP:':SURFACE..THE COLOR OF THE .DETECT'ABLE WARNING .SECTION .SHALL: BE A TRUNCATED DOME M .ACE , C0NTRkMNG COLOR WI:T'H THE AfiJhGENT SURFACES !ADJACENT SURFAGli5'INCLUDE5' FL+AREq.51DE5?.,OR..FEDEfiAI. O I? fl fj !y I��,.. R DETAIL Sk�FfiTY'YELLOw.:' a a a P p a LZI 'X21 - xlq 11 A. NCSE. DETNL.. SHALT . BE USED WLTH CG 3'>�C CG. 7 'STANDARDS zz,, f �„ 1 YPE;. ,4LVAN Z C1 3: SLOPi.NG. 51QES OF :Cl1RB .RAMP. MAY BE- POURED: M 6NOLITHIMLLY .W.1 RAMP FLOOR :.-OW 8Y :`USING. ,PERMISSIBLE G I �fl 3 " C=C CONSTRUG:TION':JQINT WITH` REQUIRED::BARS: 2%8, TRUNCAT0 DOLE- .. ✓1 p Q �1 © TYPE.; :8. NOSE DETAIL. SHALL I3E. USED, CG- Z. STANDARDS. TYPE„g i " X "4" STUD /r2;. SHEAR.'=WECTOR. WELDED S' .THAT-ADJ INING L'ARED SIDES> a a a o- a a ,. 4. IF,RAMP...FLOOR:IS PRECAa'T,.HQLES MUST, 8E, PROVIDED. FOf;. dO�tEL .BAR. SC7. . , p.. F.. .; ° _ f�1 :. 0, 'Q 0. .. .: � 66...3G. `TD ANGLE .IR{}N'ATG,: n1 •^+ ACEfdENT F PREG RAMIA FL D PRECAST.. CONCRETE,,, SHALL QE'.CL.-ASS Ark: o- v c= a n a GALVANIZED PLATE F.OR, .TYPE A .TO. BE BENT ON AN ANGI E ,IiF.. . ..TYPE .B CAN. BE .GAsT IN PLACE.. AFTER PL . O. AST 0 R, f` Q a:, , C7. 0 0 p; O Q .f) :0. O C? „ CQNNEGTQ.RS. AI�I .15 TO BE,..ANCHDRED :WITH' Iz'' .X. 4" STUD :SHEAR'. C4 CZ) 5::REDUIRED •.BARS. ARE -TO. BE- N0:.5..X.R, PLACDP 1?:CENTE;R'.,TO CENTER' ALONG.. BOTH:.SIDES :OF THE RAMP D D J7 T: �_ OSE DETAILS` 0 0 0" 0 O .Q 0 0''O O P. A 0 0 FLOOR;'MID-DEP'TH OF:A::AMP .FLOC3R'.MINIMW� ,tiONCRETE..CbVER Will'., a a _ _ � _ _ � � - ^- ELQED TC�..BENT PLACE .A, 2 C.: W y T APPR..PAVEhdENT ® U1 Ul TH E BOTTOM OF THE CURB AN❑ RAMPS ARE:INCLUDE0 1N-PAYMEN UTTER MAY BE CONSTRUCTED O, O- .6.. 6 0 a:' .O ,O O 0 (7 .0. ,O:.6 6 0. CURB/•CURB AND, -.GUTTER ;SLOPE 7RANS1 fIC)N5 AIDJAC ETff TC3 'CLk3Q., C -T ep CJ 2s/e' C=C = FDR CURB/CURB ANC( GUTTER:: PARALLEL TO THE SLOPE OF Q1-3�1' �' DI=38:. C: DI �C' `L. � :WFRPED PAVEMENT � � �1 0 0 4 0` A 0' :4 4 0;:0 0' 0 U. q 0 0 -:.. S PRQVIDED A e. :a'. , SUBBASECOURSES -� -� - 7•.' CURB .RAMP.S.:ARE T.0 [3E,.LOCATED A5 SHOYAN.,CIIV THE:;:PLANS.OR: A5 DIRECTED BY. THE,I NGINEER THEY SU nr THIS AREA MAY BE CONCRETE AT �- ?„ Z _p MIN, DEPTH OF 7" IS MAINTAINED O Ih 0 O 0, 0 0 :0. 0 0 0 O: 0. 0:.0: a 6 O ARE TO..BE: PROVIDE4.A-1.INTERSE'CTIONS::WHEREVE'R:'AN.ACCESSIBLE ROUTE:.WITHIN,.THE RIGHT.OF.:WAY I THE OPTION OF THE CONTRACTOR 6 OF :A .HIGH,WAY FACILITY.::C:RQSSES. A.. CURB REGARDLE&S-,'OF WHETHER:.SO.EWALK S EXISTING.- PROPOSED, . OR : NONEXISTENT. 'THEY MUST. HE LOCATED ,WITHIN . DESTRIAN CROSSWALKS . AS,. SHOWN' ON.- PLANS OR. AS. - - i O 0' O 0:.'O a "¢. 0 0.:0 0 0:..0 '0 {) . pIREC1'EIi.3::6Y THE ENCINf,ER,:Ahid .SHC)IA.[1 NOT EE . LOCATED: BEHrNDc: VEHICLE STOP I:iNES:. E.X�TINC. L. GHT POLES, F`.RE HYDRANTS; DROP :INLETS, ETC: .ACCES:SISLE ,ROUTES. PRIJ f9tJE: A. CONTINUOUS . UN08STRUCTE0, . , .. - Ri 0 0 .0 0. a O. o a v o C> 0. Q 0 4 A '.F. 1TY T: AT . CWV. L [taY' 1 RESISTANT I? T NNECTING.: AL AC ESSIBLE ELEMENTS . I3F . AacIL H ! } LOW. � I. STABLE .AM[) SLIP: 12ES ANT -PATH C.0 .... 'ALL ..... F.LO�W QE.. PROACHE ' EN_ERED..AND USED BY. -PEDESTRIANS. O: 020 o `O 0 .o...6 .0. S) M i 1. $r.RAMPS MAY. DE PLACED ON.. RADIAL OR, TANGENTIAL SECTIONS:.BROYIDED:;TH 4T THE CURB 'OPENING IS PLACED`. _I J . -I, DE TAIL WHEN. L1SE.D VARIABLE...: WITHIN THE .LWITS-OF fHE..:CRQ55WALK: THAT' THE. SLOPE AT .THE.CONNECTiON DF'THE CURB. mPENING IS: � Ov At1JACENT TO :CUR � a 4! MINIMU.W PERPENDICULAR 'TO THE'Cam;. FQR Il.SE ON.,. GRADES; N PAY LIMBS: 9. TYPICAL CONCRETE SIDEWALK( IS,.4" THICK: WHEN. THE ENTRANCE RAIN CANNOT `,ACC.OMMDD'ATE .THE :TURNIN.G. FOR USE HV":SAGS, WITHOUT -GUTTER: DETECTABLE WARNING REQWREMENTS :OF:ANTICIPATED..HEl'v .TRUCK TRAFFIC THE:C.C)NCRETE: SIDEWALK DEPTH 5Hbk7LU' BE::iNCREA_0 BG.TTi .SIDES: T0: BE :S:YhIMIETRICAL' SHEET 1< .: CK Q @� SHEET h'OF 3 DETAIL. T0; 7": 2 b > v ErklCAnt]II: SgECIFICATION T IN C A([ G:IJ R D f N LET SPEGFlCATION; REFERENCE (� yd; C: 12 OETECTABLE 1�l RNING, Uf�F��� REFERENCE Ij - � w COM INATION 4'' CURB & GUTTER 105 12. 30�!' FIFE:: MAX] DEPTH (.H):: �' 23� � -a r s � EV I /04; I �.PE i E't P E N D.I i r.0 L I 1 APP L I`C AT:I Q N VIRGINIA DEOARTMENT OF TRANSQORTATION 502 302 _ , s 269 05 VIRCINIA dEP . MENT (}f TRAMSPORT.A,71ON 201.04 1©4e09 _ ViflGINIA DEPARTMENT..OF "TRANSPOf�TATION 1 C) Z LL_ Z p STREET APPROACHcIzI .'SAME !� (�j`T lij L>r [RADIUS TO BE A5" I dF' i s SURFACING A5 MAINLINE Z N lu LL N li SHOWN QP7 PLANS( I5IDESRfaLIK. .�., ROADWAY: O v~ N m o -- - -- tS1 OWN v PLANS}; m � �tb N I j O O t� ; �.RADtAI , tiIN61NA . ON - O 8 O � a� r` CURB AND $PUTT: l -- . , Xi U W co 00 Lu C� �t N lv O T $T'D .CG 6a tit ae..s•:b.` h .:IN �_•)_Lf=I�;. a� �IQ;Ewa.K:: ;. w cH E�:7.;. •�;- �• b -- -ILIA _ ��. t I �.� OPTIONAL :all CC�NO E:TE = s yI� '`;Il- „I•_-- i ` ,,! •,� � v~i.i 'FLOW LINE : varies :1!.� �-1i 1 T� I i =; I- --_- - - - » 1 r , EXPANSION JOINT �. EXPANSION 4O NT 12.0 12 OF 218-� 11. 12 12.0 op NOTE: WIDTH "8" 2`-CI OR AS .. �''. MAJNLINE' I OAUIWA`t SHOWN O TYPICAL `SE TIQi+t SEA TIaN 0 - J LA . 80 R.O.W. - ROAD IS NOT CENTERED THROUGH CURVE HALF -TYPICAL SECTION N NOT TO SCALE ;CflN0TRUGT GRADE CHAN9ES WITH A PARABDLIC I URVEt.., e WHEN THE ENTRANCE Ri4DIICANNOT ACCOMM©DATE j yT T AND TAT MESH ,THE TURNING REQUIREMENTS DF ANTLCIPATEf)HEAVY:cI GRA V 'L CURB INLET SEDIMENT GRA V EL AN•t� WIRE 19�1 ESd 1 TRUCK MTHI IC; THE: DEPTH T T`H SIDEWALK �t ;CURB 1{?' PARABOLIC CURtIE' % �% FENCE ]� % jj /j� RAMPS WITHIN THE :L1M91TS OF -THE:: RAL'}II SHOULD: 8E ® �' W � FILTER DROP INLET SEDIMENT �'IL l N4✓ js C lJ L Y R T INLE d B ' �I D INCREi SED :EDGE €IF• SHOULDE9'10R . _ O V a OPTIONAL FLO'Ar. LINE SLO C{I�yNGE . - Q 4. ,�, O �� D. WHEN ST:.D G6�9115 USED FQR.ENTRANGES"BUILT ® O V F'IL TER PROTECTION `- - - - - IN rrQNJUNCTIQN iVCTH ,V06Y `PF 4IJECTS; PLEASE V Q k MAINLINE ROArD4ArY. - -� 8 %: MIc1t NOTE THE FOLLOWING- J .L W �� oiM.: SLOPE CHANGE ENDWALL e CONNECTION S " M0N-TH EMEN,. .S.1 CtP 8ANY ."S BGRA lE,- e.y W W aa, MIN FOR STREET' �. TD THE. RPVIP LINE IETtCEPT AV+IY SUB6RADE STABLIZATION REQUIRED FQR..MAINLINE` "� 0' DESIR LE FOR :COMMERCI PAVEMENT WHICH GAN RE ORITTER dN ® W q o: CTI .ENON E A TH1. E . .. : UGE:k' CL � L+- /"� RADIAL CURB OR COMBINATION CURB A' c pp �+p p�-y �+u �^. :AND GUTTER SHALL, NDT BE CQNSTRUC-TE. 0 t® TOE OF FILL CpUIQELINE FQIti.:�:aF.CQE C{ TAR E: D BEYQND THE R/W LINE EXCEPT FOL; ` r� CULVERT REPLACEMENT PURPO$.ES r pti `J 18 MIN. GRAVEL(12"MIN. DEPTH) S�HEM .USED IN CaNJuc.T10N :tiTH ST.aNDi�Rt� o GG 3 OR . CG i, THE CUR FAwrE ON THIS 6NTFi.ANCE LUME PESIRAPWL : MAXIMUM. STANDARD IS TO k AIaJUSTEQ Tfl MATCH THE \\ RUNOFF WATER iAOUNTA8LE CURB CONFIG1JFtAT10N WITH SEDIMENT RICH:1MORE.THA�hI 1500 V-P.L1' 0 z SEE STNDARD:CG 12 FOR CUfiB RAI+iP f�ESIGN / , MEDIUM (bQ0-1504 YPD;' < 3: k. 6 XTCt E]E . U5E0 WITH TH19. STAND/+�dD •. / ,'••-' . •� =-^ •..Low:.`:CLE58 THd�lJ: 500� VPi3i:: � a % 8'X, �i PLANS ARE TU. INDICATE. WHEN':C:ON5TRUCT(ON::OF DRAINAak ACRDOW -LINE I5S TNE'ENI RMIC.ED 1.0 E OVIL7E F+pSLTIVE- t}PTIDNAL FL.OWLINE MAA`l REQUIRE WARPING OF A A o o TOE OF FILL PORTION. OF. GUT TER .TO..PRECLUOE':PDNDING OF` WATER, GRAVEL FILTER 12" - - Qd., _ W _ It 1 III I I I ( •'Q.•. �'� - o RUNOFF WATER WIRE MESH SILT FENCE o o z FILTERED WATER WIRE MESH F FLOW SEDIMENT Si TOWARDS EMBANKMENT o, I aPEGiFICAI 14NIG T H Q OF TREATMENT :c°, o a FILTEREDL REFERENCE a• WATER FLOW 0 NECTION FC`R:.:�TREET INTERSECTIO N` Z. fax! Na 1RG NI,4 DEPA�OMM E M N ( LrR �a RTaT10 C E W cwa OPTIONAL STONE COMBINATION IT Ul d,t _ SEDIMENT a•,n SPECIFIC APPLICATION -� CONCRETE GUTTER 12" CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE FLOW h INLET PROTECTION NOTED WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, 2.5' SPECIFIC APPLICATION BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE SILT FENCE USED AS INLET PROTECTION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS DATE: 1/07/04 WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. IS NOT ALLOWED IN FR DERICK COUNTYl, INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED �VDOT #3, #357, #5, #56 OR #57 COARSE CLASS I RIPRAP CONTRACTOR MOST INSTALL THE SCALE: 1" = 50' AREAS. TO REPLACE SILT FENCE IN " HORSESHOE WHEN T /� �/ �p fF * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE HIGH VELOCITY OF FLOW IS EXPECTED OPTIONAL STONE ARC AS SHOWN. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. FILE NO. 0128 AGGREGATE. SHEET 6 OF 6 SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: VA. DSWC PLATE. 3.07-2 SOURCE: ADAPTED from. VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 L U \/ w LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL, NOTES VICINITY� LL CM O p EXISTING FEATURES 1 • The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com co 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. F,"I.All work on this project shall conform to the latest editions of the Virginia Department of Transportation w 9 EX E`✓ (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations, APPLE Z6 EXISTING EDGE OF PAVEMENT _ _ �___ _� . r _ . 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 00 and any other state, federal, or local regulations app/scab/e. In the event of conflict between any of these BLOSSOM q'� p o EXISTING EDGE OF GRAVEL _� _ _ _ EX E� _ 4• The contractor shall coordinate with, and arrange for inspection by, the Authority, standards, specifications or plans, the most stringent shall govern. MALL u 5. When an existing water main is tapped for the installation of a new line: V2. Al/ construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health =� a The Authors shall furnish all labor and material. p y p p y E EXISTING CURB AND GUTTER EX CG- 6 i ) Authority Administration and VOSH Rules & Regulations. 0 8 f - ---- - b) the developer/contractor must: p 1. make application and pay deposit. EX. INTERMEDIATE CONTOUR - --- - - 4f3- -- - -- - 2, mark the tap location. V3. When working c7 VDOT right-of-way, all traffic control, vvhether permanent or temporary, shall be in o ro accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control a�' O so +� ai N EXISTING INDEX CONTOUR ------- -•------ 5D - - -- 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole, flaggers must be certified in accordance with VDOT's January 1994 (or latest) edition of Road & Bridge � � EXISTING SPOT ELEVATION X Sa G 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. Specifications, Section 104.04-C. �� \ ~ o 8 9 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size. 0)j W EXISTING TELEPHONE LINE -- - T T------- T - .Ft is the developer's/contractor's responsibility to have the meter x assembly installed correctly. V4. The developer s'�all be responsible for relocating, at his expense, any and all utilities: Including traffic signal � N o Before a permanent meter is installed: poles, junction loxes, controllers, etc. owned by VOOT or private utility companies. It is the sole \ AIRPORT ° 0 E responsibility ofthe developer to locate and identify utility facilities or items, which may be in conflict with N �ID - EXISTING SANITARY SEWER S - S -�-� S a) The meter box, with its frame and cover, must properly aligned with the coppersetter. �, �, b) The frame and cover shall be set to final grade. the proposed construction activities. VDOT approval of this plan does not relieve. the developer of this W co o EXISTING ELECTRIC SERVICE - E E c c The distance between the to of the cover responsibility. p and the coppersetter shall be between 18 and 21 . a I EXISTING GAS LINE --- GAS - GAS ---- d) All components of the meter box assembly shall be in proper working order. V5. Design features relating to construction or to regulation, control and safety of traffic may be subject to SCALE 1 "= 2000° 9. For water and sewer services that connect to existing lines: change as deerred necessary by VDOT. EXISTING STORM SEWER �__ .... EX. i 5 " RC'P w a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant, V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use PROJECT INFORMA l ONT b) An Application for Service must be made and fees paid before work will begin. permits for any work on VOOT right-of-way. 17L- Owner General Contractor EXISTING FENCE LINE -- X - X -- - - - X - - s 3 c) The Authority shall furnish and install /8 , /4 ,and 1 water services, d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the V7• If required by 0e local VDOT Residency Office, a pre -construction conference must be arranged and held by Grove -McComas, LLC Commonwealth Design Build EXISTING DITCH LINE property, line. The contractor shall furnish and install the meter vault assembly. The Authority will the engineer and/or developer with the attendance of the contractor, various County agencies, utility 332 Murnau Lane 1.08-9 Prosperity Drive . p EXISTING WATERLINE W/ TEE - - W -----�---��Iinstall the metercompanies, and VDOT prior to initiation of work. Stephens City VA 22655 Winchester, VA 22602 e) The ,authority will install all sewer laterals, (54101) 869-5328 (540) 869-0308 EXISTING FIRE HYDRANT EX. FH V8. Contractor shall notify the local VOOT Residency Office when work is to begin or cease for any undetermined Contact: Kirk McComas Contact: Ben Montgomery 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly length of time. VDOT will also require 48 hours notice for any inspection. Property Data Building Setbacks Per Code Proposed ■ U EXISTING WATER VALVE �-- --- W W - - must meet ASSE Standard No. 1015 or 1013, Q Tax Map Number 64-((A))-451 Front(Airport Rd): 75 80.3 0 U. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double V9 The contractor will be responsible for maintaining adequate access to the project from the adjacent public Address airport Road Left Side: 25' 26.0' N o EXISTING REDUCER - W check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Radio read roadway through construction and maintenance of a construction entrance in accordance with the Virginia Area 3.003 acres Right Side(Muskoka Ct): 75 76.5, oo o remotes are required, Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this Existing Zoning 9-1 Rear: 25' 50.0' � EXISTING TREE DRIP LINE - ��, �� project shall be maintained throughout construction. Proposed Zoning M-1 cn Existing Use Vacant Parking Setbacks Per Code Proposed C 1CD PROPOSED FEATURES L V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Proposed Use Office -Warehouse Front(Airport Rd): 26.2' V 't 0 construction. Left Side: 55' 17.4 � � �. Right Side(Muskoka Ct): 25' 25.0 C PROPOSED EDGE OF PAVEMENT PROP EP 1. Permits must be issued from VDOT prior to an construction in a public right -of- Zoning Data Rear: 5' 5.3' ® C p y p 9 y V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and when possible are to be installed under roadway drainage facilities. Open Space Minimum 25% ® m 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. Open Space Proposed + 30% Use For Parking Units Space per Sq. Ft C o General Office: 14,750 sf 1 per 250 sf 3. The contractor will remove al/ mud and debris from the public right of way that is left by vehicles entering V12. Any unusual subsurface conditions encountered during the course ofconstruction shall be immediately F.A.R. Maximum .1.00 Warehouse: 20 employees 1 per employee o N m PROP. CURB & GUTTER �- brought F.A.R. Pro PROP CG-6 and leaving the site. g t to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate posed 0.22 cl� 'g (aj design can be determined by the engineer and approved by VDOT. Total Parking Spaces Required 59+20=79 ,tj 4, Any damage to neighboring properties including county roads and sidewalks, caused by the development of Total Parking Spaces Proposed 88 (:3 a PROP, REVERSE CURB &GUTTER PROP CG-6R this site will be the responsibility of the developer, All damage must be repaired to original conditions. V13. All fill areas, borrow materials, and undercut areas shall be. inspected and approved by VDOT Inspector prior ai to, placement of fill. Where CBR testing is required, a VDOT Inspector shall be present to insure the sample M PROPOSED CONTOUR 5 p 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control # of Handicap Spaces Required 4 N c a, obtained is representative of the location when soil samples are submitted to private laboratories for testing. � o - � Handbook Section 3, 02. The contractor must maintain this access for the duration of the project.p' p g # of Handicap Spaces Proposed 6 PROPOSED SPOT ELEVATION +50� The samples Shay be clearly marked and labeled as belonging to a project, which will be accepted by VDOT, 6. The contractor will be responsible for adequate and positive drainage of this site. and that testing shall be conducted according to all applicable VOOT standards. Building .► ,?ta # of Loading Spaces Required f PROPOSED STORM SEWER PROP. 24"ADS Agwam 7. The contractor will cbt`ain a Land Disturbance Permit prior to any site work or construction. Type of Construction Meta/ Frame # of Loading Spaces Proposed 1 V14. All roadway fill, base, subsurface material, and backhll of uti ity/storm sewer trenches shall be compacted in Existing Use Va,-in v. PROPOSED SANITARY SEWER $ S S 8. All construction :: 'i! be done following the laws and guidelines set forth by OSHA and VOSH. 6" lifts to 95 % r yf theoretical maximum density as determined by AASHTO T-99 Method A, within plus or Proposed Use t ,.._ Warehouse Sign Data minus 2 % of optimum moisture for the full width of any dedicated street right-of-way. At the direction of a Existing Area J� sf Sin Area Allowed 100 s,� PROPOSED TELEPHONE T T T 9. The contractor wi ' notify engineer of record of any discrepancies between the approved plans and existing site VDOT Inspector,,. density tests performed by a qualified independent agency shall be conducted as required in Proposed Area `'9, 50G sf Sign Area Proposed 100 sf PROPOSED ELECTRIC conditions, the VOOT Road .end Bridge Specifications A copy of all tests shall be submitted to VDOT prior to final VDOT Height Allowed 60 feet Sign Height Allowed 60 feet 10. The developer is responsible for the relocation of an utilities r approval, Height Proposed 35 feet Sign Height Proposed 60 feet PROPOSED GAS LINE p Y required by this site plan. 11. All Erosion and Sediment Control devices shown on this site plan shall be installed prior to construction. V15. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where Permit required prior to construction. PROPOSED WATER LINE determined necessary by VDOT Inspector, 12. All controlled fill must be compacted to a minimum of 95 % density following Method 'A' of the StandardContact Numbers �.%r�� PROPOSED WATER METER O 1 um Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT PROPOSED FIRE HYDRANT PROP. FH pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes minimum design standards and is the developer's responsibility. this note if provided. Engineering Firm: 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 Montgomery & Associates (540) 869-0308 LT OF�P1.TH pF COMMON LABELS &FEATURES 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 Surveying Firm: be thin 30 inches tall with high intensity sheeting. The bottom of the sign shall be six 6) feet above the GreyWolfe, Inc. (540) 545-7823 Y ( ) 9 y 9 g ( Zoning Enforcement: BENJAMIN C. 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end edge of pavement and the post shall be a minimum of four (4) feet from the edge of pavement. Sign posts v v �;ARY_ R OATES PROPERTY LINE OF PROJECT of each workday. shall be of a type found in VDOTs approved list. A copy of this list may be obtained from the district Department of Planning (540) 665-5651 MONTGOMERY � Q NEIGHBORING PROPERTY LINES 15. An approved set of site plans must be on -site during the construction process. section. Contact the local VOOT Residency Office with any questions regarding sign material and placement. Site Inspections: ® No. 030342 �� N � 9���1 � � Z Department of Inspections (540) 665-5650 ,� / � 16. The contractor will notify all utility companies prior to excavation within easements. V18. The developer must provide to the local VOOT Office a list of all material sources prior to construction. Erosion and Sediment Control: �� {�_ C,9 pQ` o EASEMENT LINE Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local Department of Public Works (540) 665-5643 S10NA L �p SUPoj J �t 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, 07 t and total prices may be obscured. Sanitary Sewer and Water. Z PROPERTY CORNER FOUND Q days, W Fred. Co. Sanitation Authority (540) 868-1061 (n ti j PARKING SPACE TOTALS 12 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of mechanical spreader. Telephone: Verizon (301) 954-6282 W � 0 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF T Density will be determined using the density control strip as specified in VOOT's "Road and Bridge Electric. A//eghany Power (800) 654-3317 Q v ADA HANDICAP PARKING STALL Q INSPECTION Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A Gas: Shenandoah Gas Co. (540) 869-1111 FOR CHANGE IN THESE PLANS SHALLREDERICK STANDARDS AND ABE APPROVED BY NCES, ANY SON O k Z u �� certified copy of the test results shall be provided to the Residency Office. In addition to checking stone MISS UTILITY.• 1-800-552-7001 w `j -� depths, a VDOT Inspector shall be notified and given o ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. i W SIGNS 1. Building(s) must comply with the Virginia Uniform Statewide Building Code Sections 304 (Business) & 311 p p g opportunity to be present during the construction and L W (Storage) and the International Building Code/2000. Other codes that apply are CABO A117.1-98 Accessibility and testing of the density control strip. r, l C� SANITARY MANHOLE IDENTIFIER O the Usable Building & Facilities.Zoning ! Notes cry 2. The requirements in BOCA mandate either a fire wall (Section 707) or a fire suppression system if height and V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VOOT's "Road and Bridge Maximum 1. Exterior lighting will be provided by wafl-pack Q+ STORM DRAIN STRUCTURE IDENTIFIER ® area limitations are exceeded for the type of construction under Table 507 of BOCA. Specifications" (Section 315) and V7-M-76, A certified compaction technician shall perform these tests. A Environmental Existing Disturbance Proposed lights attached to the building & li ht ales. �y 3. A design professional licensed of the Commonwealth of Virginia shall seal the Structural plans submitted for certified co g 9 g p 9 p 9 p copy of the test results shall be provided to the Residency Office. A VDOT Inspector shall be notified LIGHT POLES 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. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent - o o glare on neighboring properties. requirements of Chapter 17 of BOCA. Floodplain 0 acres 0% 0 l 4. Maximum slope across handicap parking stalls shall not exceed 2 %, o 0 3. Outdoor trash receptacles will be in an enclosed V21. Approval of this plan shall expire three (3) years from the date of the approval letter: Lakes &lands 0 acres' 0% 0 /a LOCATION OF TEST PITS 5• A greas%il seperator shall be installed if a floor drainage system is installed within the repair area. o o . six (6) foot fence. Wetlands >ZAC 0 acres 0% 0/a 4. This project will not disturb any environmental 6• The 2000 International Building Code can be utilized for building design. Sinkholes 0 acres 0% , . 0% features as defined by the Frederick County FI Natural S. W. 0 acres 10% 0% Zoning Ordinance. MARSHALL GENERAL NOTES I A Retention Areas 5. The owner will be responsible for obtaining or EROSION &SEDIMENT CONTROL FEATURES Steep Slopes >15% 0 acres 25% 0% grang ng easements shown on this plan. � i. An inspection by ,he Fire Marshall's office will determine where curbing must be painted yellow. Woodlands 0 acres 25% 0% 6. Easements will be recorded and copies sent to theparties involved.. Uj INLET PROTECTION 00 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction. 7. All electric, telephone, etc. that will service this 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. site must be laced underground. '� 0 OUTLET PROTECTION C�A7�A TA KEN fR��l THE I. T E MANUAL 7th EDITION p g c� v 00 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited, j v 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. BUSINESS PARK (CLASS 770) 12.76 PER 1000 Sf X 29,.500 = e377 VP®'s APPROVALSU CHECKDAM CD DIVERSION DIKE DD SPONSIBLE LAND D TCTURBER SILT FENCE W/ WIRE SUPPORT y(/F NAME: - r. o}.� Frederick County Zoning Administrator's F Date LAN CAI NOTES ' . SILT FENCE W/O WIRE SUPPORT SF CERTIFICATION #; f , N I. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. j and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. SEDIMENT TRAP ST EXP.A TE 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 2. Trees and shrubs shall be healthy and free of insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: 5/17/04 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. the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The SCALE: N/A 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 owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. CONSTRUCTION ENTRANCE CE prior to commencing any site work. to the owner, 5. The Frederick County Department of Inspections approval does not constitute a building permit, Building plans FILE NO. 0128 must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 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, requirements and be approved by Inspections. SHEET 1 OF 6 �j���oF���� ���G�����Ty 0 L ...,_ 1l ! ! 64 A-45G w rnc 2000 AADT 2000) T. BASSAM SABBAGH LU f/ /V= 72 DB 829, PG 402 o s 2 87 - , u) 64 A-45D / SIGHT DISTANCE I ZONED: B-2 ,n ADAMS FAMILY, LTD -f-J`OO 1' fJrOO t� USE.- CHILDRENS SERVICES :r DB 826, PG 479 ZONED. B-2 �_ USE- VACANT �� _ - -- � '� _ ` -- � t �§ pE f�r� J ..•_ __- _may N » SOLD LINE 4� r � LONG 0�V HEp LINE o B __ _ — __ _ __ _ . _ _�_ _ _ _ _ _-- ~`�- '` \ '&`�' ``-` ' - , `— ~--- ^h N T R-0 ' `= -_ _ - nco 0 N ,Q ' N IT (q 5 h - ___ _ _ LOWER tIN T 7 s y INr#V--7 ' ; �v 45 MPH ,, - --~- .�. �-- .r- - =- =--== -- _- —STOP SIGN &BAR - ��UT=7210! ^' --�" -'' 7 ._--� '� ----- ---- TAP Y FCSA 2 /.... t-.. --•- .. - 8 r R.O.W. r' - -`' CCU ""/ \ EX. ARV_ s w W - .�. / 1" �.r -- & . .. TEST w TEST PIT Wl . _ -"' 'w�i N PG go0j 1 �. / LOWER LINES IF - - n 67 g 7 0 / WER ONES lF » �, j1 _ -ANC .•► - " FCS� LIT D8 j0 , ru �60' HI H SIGN' �h f/ so. EQ D BY F - DISTpN ESPr1. i & 28 0, TREE �S REQ D BY FCSA s - REMOVE rr-- TOMAC EOISi ESMr ( \ 1 S IN AREA `" -, - -' _- - �, w o ` 20' , 0 y — 6 TEST PIT - - _-_ -� - / it `` --•_.. _ \ Nk //r�� "+-r li t;�'y^"" _-..... ♦ ��--�^' y'_ � •_ U'Gr,_._..=� L�fi'-(�- `_".n� '-- - _'.._'^- .v/ 14 �.,..�``� .,,5„``.._ Q In �.....--�� p..•..•.- tom' 1-11 M i 6✓ v YT£--.,--_ UCp_.� `` .- jj V , ■ O ._ ~.' h� -�' ,.---- _---'�"`� �_ _ u� 4 w I ^, LOWER lF i-- -- ..�� l�C O D c� 26 l /// , f GiJE�...` ` �Y - —`°� ` ` \11 "� \```� \ / 64-A-40K 0 Q / 1 l - TEST = �`J 2 4 25 $ ^ 23 22 9 2 s 22 ~ ~�`� AIRPORT BUSINESS u 24 I,I / f r ` PARC, LLC 0 125 �s .� l i \ DB 950, PG 307 c�0 ij �r N I f / 1`L ,�?? j Dl� 1 ZONED: M-1 ® Cn M 4-5 52 25 25 / 22 1 ! + TOP=722.9 / USE. WAREHOUSE C_ o 0 � LOWER LINES I NEEDED b:17 o + + 725 r*?, 75 B L / 23 o + , J 5 �$ INV .8' ! / N \ i 2,5 -2� 25 lu 25 24 41 2-& i 22 / 2 -_ 3 \, 1 ` 17 Cx 3 / �W DI 3CNL=6 \ i + f • 1 �' ,� ' ,1 , ; • , , 1 , 1 1� \• 1 1 1, .1 1 • 1 , • 1 1 1 • 1 , , YA e ,1 ' • ; , 1 1 , 1 • 1 • . • 1 t +1 , 1• �' - / /// u •�'' �` 1 232 5 q n '. �' •' 1 1 ' 1 , , , i ,\. 1 �' 1 '; • 1 , 1 ' , '1 , N, ' • 1 1 • • 1 `^y / ( 1 V if Y P I 1 M N 1 I 1 TOP=724.0 iiii 'a ' 1 1 1 „ /f r 24 tz INVI(N=721.0' l m c� 262 0 $/ u, ' INV UT=721.0 , w 0.0 1• ,, Z Z Z Z Z Z 1 � � f � � I j I ! �� � 1 1 r 1 ✓„POPI \ 1 220 Phgqse / P6 e 2 Phgi, 6 000 sf I I I/ I --7 5 0 sf 0' 25 ! 60' xl 100' ! `1 ' i 60 b0100' 1 ! ! f60. x' 125' I 20 �n l i i \ a N ! FF=7�6'.33 ! FF 715.00' ! ( ! Y FF 723.66 I 3,000' Warehouse i 3,000' Warehouse ! 1 ! ! 3,75 ,Wehue 0( Office 3d00i Oce 3 750�Office I a25 -0 3, D0 , - , TYPICAL o! '�o`- `o� o olo o r o o! o lo! o�,,�//!0 0 0 0! o a! �o QC-5 f ` \3 � o 2! 2 ©! �� -2-.. ol2 /2 2 of o (21 o 2!o o / 2 2!/ o o! 1� of 2 \o 2 0 c�, o 3 1 �, -'' q o o Q 1 0 z 1 o j Q! o% 0 1. o I ar I `` o I�N 25-a IN IN ' , i N IS • ' 1 1, • t ,• {',i , •11y IN IN ,' , , 1.1 ,N , • 1 , • 1 • ,' „ ' ! // , �// 25-2 4 APRON ( r AL) S 2 Q+ / / >� � \ I 1 \ _ —s —s s �s —s,.'—s ;---s - -` - s —S - —s —s S s -X� CO-INV 721.3 4.5R 4.5 i� CO-1NV--717.4\ O11, 3E 0 ` ; 25 •5 R \ 4 PVC SDR-21 LATERAL 29' \ Cl� lNV3 6. TO =72 I l� \ INV 1I1�71 /0 52 w 72 \ INV OUT 7179' l 1, - _ _ ` ` r -56 1 ' 8. �R 9 ('PICAL)It 8, 8 22 Z d + 2 251 4.8f 25� 4VC S2Z i SS !I IN =N7=2. 7.5' -21 E17 \722.41723 3s INV UT=71 � .4 '9, •1 p r \ !l I / / Cf 7 �1 ' � I/�£ '11 1 . 1„ , ,, ,','s ,.._J 5'1 1• `1 s L., 1+ � \ • . 1 � ! / (1 1/ 's ,T ; 25 � / 1, ` ! � I p. { a � . -,,- S 1=— � 1 . r.._ $1�---- -�-i-- ..._.s • ,' 'i � �,: p �/ 64-A'INV/C L L C +�� `' j \ j f = Phase 4 , i 1 • a 45K I "+ e I O 4d pQ0 sf , � � � 2hds0 sf � � ~ � { Phd ' + \ I FF X 125, ` 46 �50, � � � , I ,_� / 4 se 6 INST #020006623 � i � 7 _ �" pQ0 sf � >I ZONED: M-1 �', % \ ! 2, 000' Wp house �, FF'725.00' I J 4d 100' 1,000 arehol- I USE. VACANT � ` � � / � � I � � � � � FF �23:66' � c� � 2, D00 Office , / v 1,000 Office ! 2,000 Ifarehoule l `� o a ! a a I \ o o ? o o o � i ,� I 2,000I Office S; 17 z z {oo ! oo� o 6. ' LIJ ` C \ 5.0 R 25-0 + v2 25 —Z,r, / z i 2 I r\, I I m + 4.5'R 4 4 4.5R 3 4 (( 1 ��-�� l /;l W w 25 722 �, �' 25 6RL l 723 22s �� STJB -9 / S CO 2222 � 1 ' i I 8 / 2 , / 12 x45' Loading pace 1 a j/ 22+ N \ � � nepsf�� P b 22$ I r r ' t l/ X,. S�'�'ir1H °o BEND v ,� r ' P=72 1.0Mons' 26 -- p--�»` V ; ,� I / N a ,46 „ w 2 _ -- _ ��►' rr•'V UT p 62 / /=709.8' / I i �i . EXISTIhJG 2.9 % / j / / / , , , ATE: 5/17/04 l v✓i I I PIA % ,� '� l ✓ r 16 l ��� 20 0 20 1, _ 1 I EASEAVENT 64-A-45 f / / / f SCALE: 1 = 20 953, PG 1 25 ADAMS FAMILY, ,LAP' / / ! ! �� �, 6 l I GRAPHIC SCALE DB 826, PG/479 / , f ! 1 j / l EX. 8" SA/TARY SEWER LIP/E FILE NO. 0128 ZONED.- Z-' l r ! t - , �, ,,T Q, �, EX. 2� SA,,, -,A: / SEWE„ EA.ScrrlciVT ((78 953, PG ; 425� USE., l �j /\ SHEET 2 OF 6 / Jl R7-8 HANDICAP PARKING Sl (12" X 18') RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF' REQUIRED VAN ACCESSIBLE PENALTY $100-500 TOW AWAY ZONE PARKING SURFACE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMODATE THE ADDITIONAL LINES REQUIRED EFFECTIVE JULY 1, 1998 � CONCRETE WHEEL STOP----` (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 3' Arl1AI NO TES. I. H/C SPACES MAY NOT EXCEED A 29' SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS 3. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET X BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. ed 8" OF O• G.B. (J'-6" ROCK) SUBGRADE FREE OF ORGANICS & COMPACTED TO 95q DENSITY TYPICAL STONE SECTION THROUGH THE CONSTRUCTION ENTRANCE AND ROADWAY 4 " OF 3000 PSI CONCRETE W/ FIBER o 0 4" OF 21-B COMPACTED TO 9590 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95Z DENSITY TYPICAL SIDEWALK SECTION TYPICAL PAVEMENT SECTION UNDER THE PARKING LOTS 1.5" OF SM-24 3" OF BM-2 d d 8" OF 21-B COMPACTED TO 959 DENSITY d & �GRADE FREE OF ORGANICS OMPACTED TO 95i DENSITY TYPICAL PAVEMENT SECTION UNDER ALL TRUCK AREAS 735 730 725 720 -__ _j o I i j CH Z m 1 j W N � � I Lxj oo� 4 5 o 0 lo A n. 0+00 0+50 1+00 WA TERL/NE A VDOT ENTRANCE NOTES. 735 730 W41 720 1. INSTALL ENTRANCE PER CG- I I SPECIFICATIONS. 2. INSTALL CG-12 RAMPS AS DIRECTED BY VDOT FIELD INSPECTOR. 3• CURB AND GUTTER FORMS MUST BE CHECKED BY VDOT FIELD INSPECTOR PRIOR TO POURING CONCRETE FOR GRADE. 4. STOP BAR AND STOP SIGNS MUST BE INSTALLED PER VDOT STANDARDS AND AS DIRECTED BY THE VDOT FIELD INSPECTOR. Prune out any dead or broken branches, remove all tags, labels, strings, wires, etc. from pion. 1" mulch Set top of root ball equal to or 1-2" above grade. ,move container, • use arp blade to make ur 1/4 =1 " cuts the th of ball and cut a " X on bottom of d!, loosen compacted at9. CONTAINER GROWN SHRUB Prune out any dead ^� h-L-n branches. all tags, labels, wires, etc. from 1" mulch Set top of root boll equal to or 1-2" above grade. > rope & burlap ;at ball. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Prune codominant Prune rubbing or cross branches Remove tags and labels.-._..,._ Cut away all balling ropes Remove top of wire basket\ �-- DO NOT pume terminal leader or branch tips Prune narrow crotch angles & water spouts --Prune broken branches Prune suckers 2"--3" mulch kept away from trunk Soil well to ,--contain water a". • • '•• ` BackAll soil • f Partially backfill, Widen and s ogre water to settle sh holes in wall l soil, fling boc�lling Area for water Remove container and cut 4 ' ' drainage (Pipe circling roots if or the could container -grown, or as be installed) much burlap as possible if Leave solid soil pedestal - do not Reid -grown dig deeper than ball depth Dig hole 2-3 times root boll width TREE PLANTING DETAIL (NOT TO SCALE) 730 725 720 715 I I 6" DR-21 I � , 0 I � j -g of o L a �I , o -t 0+00 0+50 WA TERL/NE B H-1 "=50; V-1 "=5' 730 725 720 715 725 720 715 710 705 1 -y" 4 I� i 0 V j EX � I �I C 1 W� i W 4�N II II ( � I �� ro �� p I �N�O .` I 0+00 0+50 1+00 1+50 SANITARY SEWER H-1 "=50', V-1'l-5' Parking Lot Landscaping Data 725 425'= Perimeter Per Code Proposed Interior 1 Tree per 10 spaces 8.8 9 (88 spaces) Total Impervious Area 1 per 2000 sf 46 720 91,750 sf 45.9 (Perimeter Landscaping) Percentage of Green 5% Area in Parking Lot 3175 sf 3200 sf 63,500 sf TREE - Dogwood (Corpus Kousa) - 55 PROPOSED 715 9 Other deciduous species may be substituted with approval of the Planning Dept. All trees must be of 2" caliper at time of planting All plantings will conform with Section 165-368 of the Frederick County Zoning Ordinance, 710 WINCHESTER REGIONAL AIRPORT NOTES 1. ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. THE OWNER SHALL COMPLY WITH ANY REQUEST FROM THE AIRPORT AUTHORITY TO ADJUST LIGHTING AS 705 NEEDED. 2. DURING THE CONSTRUCTION PHASE, ALL CRANES ARE REQUIRED TO HAVE AT THE HIGHEST POINT, AN AVIATION OBSTRUCTION FLAG (4'X4' WH1TE & ORANGE ONE FOOT BLOCK CHECKERED FLAG) AND/OR AVIATION RED OBSTRUCTION LIGHT VISIBLE DURING OPERATIONS AND MUST BE COORDINATED WITH THE AIRPORT OPERATIONS SUPERVISOR (DAVID FOLEY) NO LESS THAN TWENTY-FOUR HOURS PRIOR TO START. 3. OUTSIDE BURNING IS PROHIBITED. STORM SEWER ITEM TYPE 1❑ 48' OF 24" RCP CL3 w/ ES-1 DI-1 - RIM=722.9, INV=718.8' 108' OF 24" RCP CL3 El DI-1 - RIM=722.0, INV=718.0' 60' OF 24" RCP CL3 DI-3B - TOP=722.4, INV=717.4' 16' OF 24" RCP CL3 5� EW-1 FOR 24" RCP - INV=717.0' DI-1 - TOP=719.5, INV=716.5' 16'OF15"RCP CL3 ES-1 FOR 15" RCP - INV=716.5' [8] ES-1 FOR 80' OF 15" RCP CL3 - INV=722.8' ES-1 FOR 15" RCP - INV=721,5' 10 ES-1 FOR 8' OF 15" RCP CL3 - INV=721.1 ' 11 DI-3C (L=6) - TOP=724.0; INV=721.0' TIE INTO EX. 15" RCP i, INV- 722.87' SIGHT DISTANCE t I +500'- +500' f �f LONG ^ 4' SOV0 LINE AD aAStIED LINE 70 J�-- RT RO-- LONG' � -�" I 0 L-6' - � A P 645 _-.""•�-' "'� ...._--�- uw avr=72z a - R? N 45 MpH' _ --- STOP SIGN &BAR .r MOM $0' R.O• i --._ eW�� 836 O.&.--.e.P^" 54 7PG dB 03, 3 20CSStESMT1(WV PDXOeAr ON E;(. 20' a, r-. -® ,. • a,_,. a.. , w"" `e-r a ,, a �a n+ �`^o w"�` \'`` ^ FH,,i�� --~-wm 10P �\ li 722.9 75' S.OR NVl� 71&8'/ Filll l� 10 , .aY;r Y .a 'a ti' .a, •. •, .• a ,,. t. �� ♦ ,. i •: ..•.•' / k774 m v o w ti721.0 , J �0 _ - 20 1 ( I I � 06p, )! ( � 0125'6� m x fF-726.3' F725.' I fF',-726I 1 '00W1 4000WM" 31000Wp1,175roJ 1 1 3,000( Ofrxe { { J000i Ofrxx { i { 3,750' Office t` O ryprAL y SB*R � 0 4' APRON • =-.'- 3 0 ' ` 1 CO-M-721.3' a a a ss-a -°-s a-s-a-Ie s �.4 a s ' a Vf / 7 6.5 R 4 Pt� SDR-21 LA1F10�L O 2X ��'717.4 \ DI�1 / � / 1 722, 1 S0'R / � � ' w 'Z,, � 3 INv our=7177.9 60'R - V 87R 9' (RPIGgL) I / /�l 1 ` jjj y 8. eg• 1 TO S1 n N-38�L=6' 4.OR e , 4' -21 O � AW7 7.5' , Install 3' high evergreen hedge in ' 25R 1 `. rE7e9[ A 3z INV 72271 .4, I our 17.4 --, % ass s.-M•s ,-. �1' front of the parking spaces to screen °' r-..� headlights from Muskoka Court } • I J ! 4D 1 5' s " '� 1 J Phokv 6 ,, j 3 4 4)/ zj-, 1 aav ofrrce i 2,0100 '�� Qn 5 s 1 r ►; i A 1 • I �DApI Dfrky I ` `v� " 765' VIM { I 4.5R 4.5R Z 1n i ©° ' ti O zN - 25 =/ \ ? I EX. 6" SEWER I 6] -•_ / \ I STUB - 4i ZE c A • 12',45' Looding Space NAP=721.0' 'y BEND • ..� -- , . SSMH WV • .... , • i----���� �� ��. IN 1N=71o.0' vNI �>ni m •EXlSTINC N 62'51'46" W - 372.91' - -- _ _ -- -� -__l INv�ur=7os.a/�� DB 953, PG 1425 Ex. 8" SArrlrARr SEWER urdE EX. 20" SANITARY SEWER EASEMENT (DB 953, PG 7425) I / �� % / y 30' 0' 30' GRAPHIC SCALE L ON ch w C? CO CO Lo O D E a� Z > C E 0� 0 t4h- - � a�i E a N T L Q Cn o � CNn Ln O o 0 Q 0) ME •� O U ROO O N N T3 -) c!) � y C a 0 i � DATE: 5/17/04 SCALE: 1" = 30' FILE NO. 0128 SHEET 3 OF 6 PIPE OUTLET CONDITIONS I L 3do (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL o%-► mngalE!A� N d SECTION A -A 7- FILTER CWTH KEY IN 8`-9'; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE, 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAMMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Comnacted Soil PLATE 3.09-1 OUTLET PROTECTION CULVERT SIZE Q N 10-YR WIDTH A APRON LENGTH WIDTH B STONE AREA SY 3 181) 14.2 cfs 4.5' 14' 15.5' 6" 15.6 4 15" 6.1 cfs 3.8' 8' 9.3' 6" 6.8 6 15" 1 3.6 cfs 3.8, 5' I 6,3' 6" 2.8 EROSION & SEDIMENT CONTROL NARRATIVE Project Description This site is located on the southern side of Airport Road and on the east side of Muskoka Court, The purpose of this development to place 29,500 sf of office and warehouse space onto a 3 acre site with the associated parking area and utilities. Existing Site Conditions The site is currently a field with a drainage ditch through it. All development will send drainage south to a stormwater management pond and west though a storm sewer system under Muskoka Court, Adjacent Parcels The surrounding areas to the north,south, and west are vacant fields. The area to the east is an existing warehouse facility. Off -Site Areas All work including topsoil stockpiling will remain on site. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Blairton Silt Loams (#3B) and Weikert-Berks Channery Silt Loams (#41Q. These shale type soils have moderate to severe erodibility and are poorly drained. Erosion and sediment control devices should be installed and inspected prior to strippin the sod. Critical Erosion Areas There are not any critical areas on this site, Erosion & Sediment Control Measures All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the handbook. Structural Practices Install construction entrance (with wash rack if required by inspector) Install storm water ponds and traps Install diversion dikes Install storm sewer system Install inlet & outlet protection Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. General Note: The Erosion & Sediment Control Inspector will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. SEEDING SCHEDULE (Section 3.32 of VESH) 1.)Topsoil will be spread at a minimum depth of4". 2.)Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.)Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.)Seed mix will consist of 67 % Kentucky 31 Tall Fescue and 33 % Red Clover. 5.)Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. STONE CONSTRUCTION ENTRANCE 70' MIN, EXISTING PAVEMENT l Al 3 6:1 `i J FILTER CLOTH � 6" MIN, I A SIDE ELEVATION GROUND 70' MIN. 1 B VASHRACK (OPTIONAU 12' HIM,t L VDOT NI I POSITIVE DRAINAGE COURSE AGGREGATE B TO SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS OPERATION AND EGRESS PLAN VIEW SECTION A -A SECTION B-B MOUNTABLE BERM (OPTIONAL) tMIN. N, ING MENT . VDOT #1 COARSE AGGREGATE FLOW SOURCE: VA. DSWC J 8" :o, vI,II CLASS I RIPRAP PLATE. 3.20-1 DETAIL MODIFIED FOR THIS SITE TEMPORARY SEDIMENT TRAP Wrap filter around the structure covering the 12 inlet. Wire the fabric in place. Place np-rap around the base and a loyer of 157 over the rip -rap. Contractor is responsible for maintaining the structure and inspecting after each rainfall. 720,90' Dam 720.00' Soillwav 719.82' 100 yr 719.50' Rim 719.16' 10 yr Standard 718.8 1' 2 yr Dl-1 Grate FOpening � 12" 716.5' -Invert Hole (Inlet). 8" Base STORAGE,'.',','.'.','." / \ \ Sediment Trap Detail N. T.S. 15" RCP --Z�- if N pU LINE70' LONG - �/ROAD-,-4 _ ON ' DAS LINE RTL c� o HEo / 1 AIRPOgY 645 pH v "..� W N 45 M STOP SiGN ..�.. mom s4k .... .... f� Ify pop fOOVE To (off I$ COD _ G a _ ✓��- � -�` �^ , �� � / � '�" � ��' '^"�^ r'~ ��~ __---- ��--� wc--`- »cc----' �"'_ sz-- �__ .� - «r--... au-_.,,, car- �� �` ""-`-_ . #v 00�7- ��• CD.r,� _✓ Jam__ 1 OP 0 0 i IRF Q / li ;fir M /// 1, lIl• 111 ii% EX. 6" SEWER STUB - 49 4,X SSMH " \ 1P=72 1.0' INK IN=710.0' �l 30 of 30 INV UT=709.8' I/ GRAPHIC SCALE t / EX. 8" SANITARY SEWER LINE EX. 20" SANITARY SEWER EISEMENT (DB 953, PC 7425) � u o� q N O U o 0 O M o C: >- N y N Q J 6 z o .J zi u Q a� �J ov o �3o 4 tJ CL LQ z o �' o O W DATE: 5/17/04 SCALE: 1" = 50' FILE NO. 0128 SHEET 4 OF 6 Lf- >0 METER BOX and COVER O Lt.. "A' ,• grade trench 0 N 6 6" minimum* O C) minimum r-� METER SIZE METER BOX METER BOX COVER general backfill U' ;';ur° t•: #• :"�r� r, Non -Traffic M32C-PW w O general backfill•' : ggj ; •+�� (see note) form board ([yp}.;t y, IPri ^. °l p sa z machine excavation limit 5/8 X314' or 3/4" 18 in. Dfa. Traffic A32HH � UJ Cep � (see note) r • tin �Y;; .;b�•�` a0 y Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) e S,�(' .c °B, 1' 24 in. Die. Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) � o O.O.D. 8" 8° 8" g^ v,, s�' � ' x "'`r%'� t' h tir. .C. treated 21x 4' with ' concretemeter box top 6" painted blue ' trench bottom and cover 24' select ate valve � gate valve undisturbed earth stone bedding 24' select backfill (see note)backfill g &boxes &box sidewalk 5 ft 24" 18' (see note) " '• a �'� °'" ;pf TYPICAL SECTION TEE, tNYE, OR PLUG r• ., .;.;`• concrete pad O.D. 6' O.D. 8° In lieu of wood forming the fitting may be wrapped with *denotes hand excavation 1'-6" sq. x 6'deep 1!2 O.D. polyethylene, and the concrete poured to completely surround "D' = 12" min. for 10' and smaller pipe meter by to F. the sand a ainst undisturbed soil. The bearing dimensions 18'•21' F. .S.A. + tc fitting4 g D` = 18' min. for 12'thru 20"pipe against undistur ed soil shall remain as shown, see chart below for A, B, C dimensions. 3" stone r^ surrounding box 6• 6• CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS •6' minimu e ` x j V `� 43 stone Pipe Plugs, Wyes & 11 1/4° and 2211V 45° and 90' .P 8'-10' (- stone Dia Tees BerP :ds Bends A 1 B 1 C A 1 B 1 C A B C + O 4' stone LL U= STANDARD CONCRETE ARCH 6" 1'-0° 0'-9 1 {r'� x ? x' >., " C -0" 0'-9` 0.9° 0-9" 1'-3" 0'-9" i'-9` r rr� N 8' 1'-3° 0'-9" 1'-3' 0'•9` 0'-9` U-9" 1'-6" 0'•9" Z-3' taJ.,"Y��'f' r• '>y's4 screw type 0 _ a O 10" 1'-6' 0'-9" 11-6` 1'-0 0-9' 1'-3" 1'-9" Cry`] 0'-9" 2'•6` '�(„ 12° adjustable valve box 38' min. � general backfill general backfill 12" 1'-9 1'-0" 2'-6 1'-3° V-0" V-6" 2'-0' V-0" 3'-0 0 CL see note g 14" 2'-0" 1'-0' 3'-0" 1'-3` 1'-0` 1' 6' 2-6" 1'-0" 4'-0' ( 'r tl N O ( 1 (see note) 16` 2'-3" r, a >. :: (1) U 1'•0" 3'-6" 1' 6 1'-0` 2-0" 2.9' V-0" N-6 �+ a :g•::::; 8° location marker `' 18" 2'-8' V-3` 3'-9° V-6" V3' 2-0" 3'-0 V-3" 4'-9' saddle with O.D. O.D. X 20" 2'-9" 1'-6' -TV-" i'•6" 2-0" 3'-3° 1'-6" 5'-0' stone valve megalugged ? O D\ t� Corp stop to main 8° 8° 8 8. ........•.•,.,,....:. \ ;... r;r'?:::a::::::::' egalugs :.:::::.::. .. stone a;vrir.: 6, 11 1!4° THRU 90° BENDS-magalug Opposite Side ' �"'f{rq,,, 24'select backfill 24• select backfill (see note) (see note 1" CTS polyethylene tubing 1• couplingr PE 200 psi with SS inserts " a•, aiv.(1 rods over fittings and ( P (PJX FIP) C14-44 v. 'r ; s, '• embedded in concrete thrust blocks. at all connections with SS insert and wry stone MIP plastic plug O.D. 6" :i' 6 :�It'a�.,�( rt SameSide ?J;..^.•..� ?;): y, ;. �� 1/2 O.D. • t. •'7 ;� y a, ff FITTING sizE ROD SIZE NO. RODS EMBEDM MT ?'i• t';, 12` &LESS 6 2 30" thrust block 18' to 24" )�t 14" - 20` 8 2 36" COPPERSETTER Concrete `" 1 wy meter Opposite Side Same Side 8"x 8 x 16° solid block 6' 6' " size (for valves 12' and larger) concrete concrete 5/8'x3/4° VBH072-18WD-44-44-04 V13HC82-1OWD-44-44-B4 Fitting V m of thru l0 k in cu. d. 3/4" VBHC72-18WD-44-44•B4 VBHC82-18WD-44.44-B4 VERTICAL BENDS size t1-1 a° 22-1 2° 45° 90° . V k stone bedding °` 6' - - - 1.3 1` VBHC74-15WD-44-44-B4 • N/A - Note: this detail is also tL CONCRETE CRADLE CONCRETE ENCASEMENT Q S. - - 1.1 2.3 INSTALLATION NOTES: used for butterfly valves � LC 10, - - 1.8 3.7 1. Exact location of meter box assembly to be approved prior to Installation. M ti THRUST BLOCKS FOR VERTICAL 12, - 1.2 2.8 5.5 2. Water service crossing street: N O UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the a' NOTE: To be compacted to 95% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS, 16, 0.9 2.3 51 - street, to one foot beyond sidewalk. , 18, 1.4 3.2 6.3 - b) Install 12 gauge Insulated copper wire (for line tracing) from corp. stop to Into the meter box [wrap wire around corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up into meter box and terminate level with angle ball valve]. (n r} V- 20' 2.2 4.5 7.8 - U) Ln TRENCH & BEDDING CONCRETE THRUST BLOCKING 5/8"x3/4", 3/4" & 1" METER INSTALLATION GATE VALVE O pp O Figure 1 Figure 2 Figure 7 Co U 5 d' (4 FOOT COVER) Figure 5 u OM ko � p O trench width SDR 35 spigot SDR 35 spigot by � Q v "(z top of manhole at grade In pavement areas unless otherwise directed R , U as required {' V-6• by gasketed SDR 21 gasketed b "+ eq :: (top shall be set 24" min. above grade in easement areas) g O >; q? bell 45° bend bell adapter L V^+ k square skid pad 6 thick- . A • ' �' U dia. schedule 40 steel (sea note) ,6 • ' ' ' pipe filled with concrete ti a 3 a it, and painted yellowr INDAM - it r 3/4' x 2` butyl joint sealant e ® O Via: 3/4° concrete anchor bolts (4 each) ti _J .y (5 35' max. adjustment rings (11" max.) + rl cast Iron cieanout cap with brass 18" dia. + . +'• 1'-6" 3' minimum ° r /plug must be 8" from the top of the concrete l, screw type adjustable box ' / z ^ : •, SDR 21 gasketed encasement •." [ andfittin s ' • • SDR 35 8'x4' P Pe 9 SCH 40 finished grade Gr.. a;• gasketed bell wye concrete �\ r\ concrete ASTMC-150 (see note) thrust bock 4000 � •4 weeldld cap square concrete skid pad BOLLARD DETAIL ps 201x 20'x 6" deep 12" property cast iron cieanout cap with brass or 16, (typ.) waterproof coating line YALCO. Inc plug having a countersunk square CS-55 by Conseal a,, . 1' nominal size RV 30 butyl -T Fig. No. 71 BOB head Panella Model PA4SV-CSK (4') v • joint sealant applied t' 18• with lid marked direction of setting to be approved prior to installation ° between joints and on �C1� "SEWER' 7 ° exterior side of joints joints are to be sealed SDR 21 - cieanout pipe t with "O' ring gasket • bottom sectlon of box as required concrete pad V-6" sq. x 6' deep location marker 5' variable 36" min. brick base 4'•0- cover i' ct;:!.a• SDR 35 spigot by +y1x SDR 21 gasketed I.D. IV ' � J�a 2' min. - 6" max. _ -pipe to manhole ,ee,e,e,eegee°, SDR 35 � ati a`bell adapter connection to be stone o pee;°g°go$°;e;$;°egee gasketed bell wye r •:Y ;,+.:.« i 5 eo° 39e note 'SR3" t' t '. ;, •e by flexible SIBeVe °°a°e°�e°°e o^°^°OO00000 0 o sanitary ( " y), ✓;ry iy; SDR 35 gasketed Invert channel to provide a e ° sewer main ti h at • y {bell 45° bend ' 4" stone smooth transition In to out, 3-0' min. SDR 21 screw type for all connections ' 'y 2-O" max. 4'-0' max. t V adjustable -\ valve box w0. ti r „ rf. �' ♦ . P y, ,i�.�,�r.a:+' t, ty'•i' ce y ",n .w t �, 't i; recast invert or rout ;i •; to of bench -wall treated 2"x 4' with stone stone to be minimum P g 1. • ° , „arw , �, r of 6' above top of base bottom to form channel . a;+r!: a ?t• D/2 vi ^^1?,%(�{�, a� same elev. as • top 6' painted green locator marker ` =-'"/Y' • �r�"tiir^:• ?' top of pipe (� stone ' ' ' a• pipe at 2.00% 6" stone bedding ( 1 •`a ; minimum grade egalugs NOTE :If top of sewer main is greater than 15' deep, N-4 ti „•; `� %!, .a ° a 8" then wye and bend to be heavy wall SDR35. `Q 6" bedding stone w Q s ;Y;• •.:>:. r o; ~xar �:, � g Note: If top of math is lLJ 'Cj greater than 15 ft deep ;,,L .:,;, ;,. •,, use heavy wall SDR 35 Q Q NOTES: 1. Manhole sections shall have an external coating of approved of N mechanical joint g pp polymer film water proofing prior to installation. ti concrete cradle if top Q O Ck. W r •'�l, tit` 't, r, 0 swivel tee with 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of of main is greater � �Zt 6' branch water proofing. than 15' deep Z) 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. ° !, LL V ti Q) Kl�ti` \i.. 4. Skid pad to be placed around manholes located in shoulders of roads. / n It♦ Y 5. Flat top casting shall be used on shallow manhole (4 . or IBSS) installations. °,� ' : •" v J v ft.A. Q J Q W FIRE HYDRANT ASSEMBLY p� STANDARD MANHOLE GRAVITY SEWER SERVICE LATERAL SEWER CLEANOUT Figure 8 Figure 11 Figure 14 Figure 16 W iCX rrL^•. 730 _ _ �_ _� ,� _ _ _ _ ----- T-_ 730 LO N 111 TREAT WOODEN PANEL GATES WITH WATER SEALANT. TREAT WOODEN PANELS WITH WATER SEALANT. 12' 8 OF 3000 PSI CONCRETE W/-„- `� FIBER 725 i--- -- -_-- on - _ _ __ _ _ _ - _ _ _ 725 �,1' o ; •Q 8" OF 21-B COMPACTED TO I - 24 \ 95Z DENSITY I CUP SUBGRADE FREE OF ORGANICS ( _- -- - 24 RCP I Z LLj & COMPACTED TO 95Z DENSITY 2.50q 15" MCP 0 00,11, TYPICAL DUMPSTER PAD i20 �� - -����� - y� -==` -- 720 CC SECTION D 74q ; I � 24 "RCP ! 0.67 qmin � 4 24" RCI - { ra { 24" RCP i Q I - INSTALL GATES ONTO 0(6" POSTS W TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE 715 o--- ,� _ _ _ �- _ f__ _ _ ___ _ _. 715 W INSTALL OPQUE FENCE AROUND THE REST OF THE DUMPSTER TO PANEL. INSTALL ON 4 N'X8' TREATED POSTS SET ( 11 i i cl� PROVIDE SCREENING 3 DEEP, 1 tY 'c� 01 o ! p tt DUMPSTER GATE DETAIL Lu NI DUMPSTER FENCE DETAILNTS, Qj( N. T.S.--�-W•-------:k r:- W I I irk czi) fi c, d "� r\ W Z 4 41 ��Nr\fll N�� 1 �N��i �� Q� �Qi �c�p IN �: z t1 DATE: 1/07/04 i N cam( 00 o O °��it Q �, 1� c`� N z N (n� N SCALE: 1" = 50' 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 FILE NO. 0128 STORM SEWER PROFILE SHEET 5 OF 6 H-1 "=50 , V-1 "=5' CO-12 A PERMISSIBLE CONSTRUCTION JOINT 4 oro MIN, 10:1 MAJ ENTSER:TAB E SHEET A:59. 8 q 'aM i DDWELS,Z' LONG BACK OF CURB t2:1 MAX. 48=:1"MAX; .12" C-c _ 2011 SEPTIION A -A ERUSSIBL.E CONSTRUCTION B, TANGEIUT .PLAN JOINT 5E`CTIQN 8 8 ICATED DONS ' A 4'"54UARE 1.AN[3ING AREA OUT510E OF TRAVELWAY SHALL : 8E PROVIDED WITHIN THE MARKED CROSSWALK AREA. y 1- 0 OSS,WALK . 5' (1iQ I - .1 M"kJt,) t. o+i AX TYPICAL ALTEfAT1ONS ..PLACEMENT AT INTERSECTION 7YPI AL ILA . - CEMENT .WITHIN CROS"SWALK. .OS;3WAL AT INTER5ECTIiON;,. : VWITHIN GROSS!NALK (AGt 0NAL VAR + (WITH BUFFER` STRIP' THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK: LAN(JING (48" WIDE3 REQUIRED.:AT TE3P. OF CURB RAE�IP. MINIMUM CURB RAMP LENCTH B FEET FOR NEW -.o CONSTRUCTION, 6 FEET FOR`ALTERATIDNS. NOTES; DIA. 1. DETECT , LIE WARNING TO BE CLASS A-3: GONGREIE CGLA5S A:4. IF PRECASTI'WITN SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP; FLOOR BY. 2' FOOT IN LENGTH IN THE DIRECTION .OF: _ PEDESTRIAN TRAVEL OTHER TYPES'OF MATERIAL WITH'THE TRUNCATED:COME RETECTABLE WARNING MAY BE USED alA WITH THE APPROVAL OF T'HE ENGINEER. 2, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES: `TRUNCATED DOMES TO BE STAMPED TRUNCATED DOME . CAST -IN -PLACE OR PRECAST IN TOP SURFACE, THE COLOR OF THE DETECTABLE.. WARNING SECTION SHALL BE A DETAIL CONTRASTING COLOR. WITH THEAIF).1kGENT SURFACES IADJACENx 5URF14O5'INGIUO.ES FLARED 51DE5)QR..;fEDER"AL. SAFETY YELLOW. 2%g C C TRUNCATEDi .DOME. 3. SLOPINGI SIDES OF CURB RAMP MAOL HEC+ALLY .iN.1 RAMP: Y Y BE POURED LWOW T FL OR :aR`.6Y ING .PERMISSI CE N � t3 4 CON5TRl9CTIQN JOINT WITH REQUIRED 13ARS; 4. IF RAMP . FLOOR .IS. PRECAST, HDLES MUST BE 'PROVIDED FO DOWEL BARS``SQ THAT ADJOINING' CARE SIDES R. f Q. E3.. -.. ao.,00.�o"croriaoo G CST N'P AN B A I LAC TER ACEME E E AF PL NT F PRECAST L O AS P FLOOR, PRECAST CONC RETE CR E SHALL- E" CLASS A-4. ET B 0 0 C►' 0 0 Q' 0 0 0 fit 0 '0 0 0 5. REQUIRED BARS ARE TO_ BE; NO. 5 X 8" PLACED I':CENTER: TO CENTER ALONG .BQTH.SIDES-:OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR_: MINIMUM CONCRETE COVER 1YR":, 25% C-C O 0 0 0 :0 O Q: ,0 6': 0 00.0 O 0 - B, CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB, RAMPS ARE INCLUDED IN "PAYMENT p 0: Q 0 00" 0 - q OGQO..Q. O 4 0 FOR CURB/CURB AND GUTTER. O O t] O 0 O 0 0 p Q 0.0 .0 4 a - xv 7. CUR AM B RAMPS ARE 0 BE LOC ATED L ATED` A5 SHOWN E Vt TH PLANS OR: AS dl D RE E BY T N IN ER: GT HE E G E THE`f ARE T(3 BE'PROVIDEq AT INTERSECTIONS WFiEREVER>, AN'ACCESSIBLE ROUTE: WITHIN THE RIGHT OF WAY 0 0 0 0 a O>,o'0 o "0 0 0 010 0 OF :A .HIGHWAY FACILITY CROSSES A'CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING,PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS, 0 D U 0 0 0 4. c) 0: ,0 O 0 0, 0 0 . DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND' VEHICLE STOP LINES. EXISTING LIGHT: O O o O g O O'` O 0 p O 0 O; O 0 POLES, FIRE HYDRANTS, DROP INLETS, ETC: ACCESSIBLE ROUTES PROVIDE .A- CONTNUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT CONNECTING ALL ACCESSIBLE ELEVENTS.OF ,,FACILITY THAT 0 0 O 0 0 0 0 0 O Q t? 0 0 U :GQ .A BE APPROACHED, ENTERED AND USED: BY 'PEDESTRIANS. VARIABLE & RAMPS MAYBE PLACED ON RADIAL 4R TANGENTIAL SECTIONS PROVIDED T T THE CURB OPE4010 1S PLACED IMU 4' MINM. IMUM WITHIN THE LIMITS OF THE CRDSSWAL.K A%JD THAN"THE SCOPE AT THE CONNECTIQN OF THE CURB OPENING IS . PAY PERPENDICULAR TO THE:CURB. DETECTABLE WARNING 9. TYPICAL CONCRETE SIDEWALK IS 4":THICK: WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATE( HEAVY TRUCK TRAFFIC THE CONCRETE'SIDEWALK DEPTH SHOULD BE INCREASE[) SHEET 1 OF 3 DETAIL TO 7". C=12 DETECTABLE V1fARNINfF S'ECFICATI©N: AGE' :IUEKNC E Eu.1/04 TYPE.:.((EPEND1>IJL:;R) APPLICATION 105 2D3A5 VIRGINIA DEP"ARTEJ tJI OF TRANSPORTATION 502 GRAVEL CURB INLET SEDIMENT FIL TER RUNOFF WATER WITH SEDIMENT � ,=111111�=llllllj - IIIII CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 201,04 GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN. SEDIMENT GRAVEL *(12"MIN. DEPTH) a' WIRE MESH FILTERED WATER a : SPECIFIC APPLICATION CONCRETE GUTTER 12' CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE SPECIFIC APPLICATION WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE Ni 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE- 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4-000 PSI IF PRECAST. 3, COMBINATION GURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PA O FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER ,:HALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT: 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN Ck SUBURBAN AREAS, s. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB. THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS DR STANDARD CGNNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" R 2" 5, rV R 4 Vill P •. 6 P • � b D � b D p P A P P 11" 7" p 7" - 2' D' COMBINATION 4'' CURB CUTTER VIRGINIA DEPARTMENT OF TRANSQORTATION 0 z v DI-3A,38;3T�•_� E, NSIDN JOINT will BARS .. OR DETAILS 0�:INLET. RAhiE 9� C�f�lE� --BARS G BACK 'DIF ':SIDEWALK. EXPANSION KEYED JOINT CONST. BARS. sw-APPROACHLL f Y JIDWTGUTTER. O LL 211 s sWr�isi IN °ol li ii. ]if AR..F LBAR .R i " ARS - FACE OF CUM, GUTTER.: CR CK CONTROL JOINT CRACK CONTROL JOINT. f' MIN. PLAN31 ,v mnn: Lr-�s.�� THE BOTTOM OF THE CURB AND GUTTER MAY BE CON STRUCTED PARALLEL TO THE SLOPE OF Dl �. SUBBASE COURSES PROVIDED A MIN: DEPTH OF 7" IS MAINTAINED Z Lczl) kO g NLQ o o Lr) J ma LL5 O N o o cn I- \ LLj 2 ty- L.. Lv BOO O Lu © - (� t) DO ^ Lu C.) N ^ Lu O t` 12.0 " 12 " OF 218 --j I-�- 11. 12 f i2.0' 4.0' 2'-7"(CG-7) 80' R.O.W. - ROAD IS NOT CENTERED THROUGH CURVE HALF -TYPICAL SECTION N NOT TO SCALE SIL T FENCE C UL VER T INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINA TION 1.0, 1.5' h FLOW ^' -►- 2s' •VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED CLASS I RIPRAP AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: VA. DSWC PLATE. 3.07-2 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08 -1 SQECIFICATION REFERENCE 105 502 10409' i l DIAMETER WEEP HOLE ;FRONT ELEVATION {CUTTER..REMOVEDI :A SIIb!:, BENT PLATE Pi $ $ =N. TYPE ,A: NOSE: DETAIL. SHAL1 BE USED:. WITH CG 3 :& :CG.7 STANDARDS. TYPE.:B NOSE: DETAIL. SHALL BE USED WITH CG-2 STANDARDS. GALEfluNt2.PLATE .FOR-, TYPE': A :f0. BE GENT ON AN. ANGLE OF 6B'30' :CONNECTORS AND IS TO BL.ANCHQRER EN1Tht i2".Xi:!'! STUD 'SFEll WELOt TO, BENT PLATE AT L - I.t I338; BAR G � M I�IARPER +� o co 00 SUBBASE W w W HARDWAf7E a CLOTH o „ F y WEEP E. It o I SEE NOT 8 T O STEPS, NOTE 5* u7 8, '` a> u E N (q N U E TI©N A A r ID r "KEYED Cr3NST :JOINT LL U E 21 6 WARPER: ��i a)� 0 GUTTED: i-, 0 APPROACH.'- � _c U3 o Q CUTTER- N UT 7 u_ •.Y BARS E � m ,.,• � .,.. - BARS t3. SECTION B�-B; IfA1:.R , ;� •, r r r 2 "X2 L ' x. /9 e jj GALVANIZED 11 A t TYPE' B f2 X 4. STUD, $HE,AR',•CC�IECTOR WELDED TO ANGLE:11RON: AT 2' C C,` NOSE DETAILS' 211 APPM PAVEMENT e WARPED PAVEMENT EMEMT f: LOW FLOW I Lt1W 1, 1 _J. J _ DET�. WH AI E N us D e . cIR QN...GRADES_ ADJACENT TO CURB FOR USE:IN* .SAGS WITH.�UT CUTTER:: BOTH .SIDES TO BE S` M TRIIrAL (' {�j `� [} ('� ncill (� �! (T 1, I I SHEET` 1 OF S I r� l V Ll ,�I \ V CUR .U' tJ t � � f- 1114 L � T SPEGERENCE REFERENCE 1 30 PIPE. MAXIMUM CII UM DEPTH (H) = 233: VIRGINIA DEPARTMENT OF 302 tirG'�11.. [x] CT7N$TRUCT :GRADE `CI (AIUGES VIITH A PARABC3LIC CURVE.. WHEN THE ENTRANCE 01311 CANNOT ACCOMMODATE. THE TURNING REQUIf�EMENTS QF ANTICIPATED HEAVY: 1Tf' PARReOLiC CIJRti►C TRVO 9AFFIC, THE DEPTH FDR SIDEWALK t CURB RAMPS WITHIN THE LIMITS OF•.THE :RADII SHOULD 8E EDGE {IF 5NOULDER:OR B Ma D. INCREASED 'Tp 7" .. OPTIONAL FL{3Mf' LWE ` SLO CHANGE ..--^"""'� - WHEN STIR. CC 11 I5 USED: FOR I NTRANCES HUIGT 'MAiIUL.IME ROAIir'kitY " `" -" ----�--:- �: IN ODMJUNQTIQN WITH VDDT PRQJEGTS,'PLEASE.` MOTE THE FOLLOWING; rye MIN.: 4Q' MIN. FOR STREET' CONNECTION .,, D iK- MAuNLINE PAVEMENT SHALL BE'£0NSTRUCTf0 TD THE RIW LINE '1EXCEPT ANY SUBGRAAE.: a' fs£SIRABGE FOR COMMERCI , : STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH :CAWITTED IN N t3E: ENTRANCE THE ENTRANCE) ` �E CTI ON A A RADIAL .CURB OR COMBINATION CURB GUIDELINE FOR GRA FOR CHANGE. a AND GUTTER SHkL.NOT'BE CONSTRUCTED BEYAND THE RIWLINE EXCEPTF:QR, REPLACEMENT'PURP05.ES. WHEN USED IN 661IWUNGTION WITH 5T 4ND15RD ENTRANCE i+OIUME DE5tRAF,iLE. 4AXIMUA CO-3 OR M4- THE CURB FACE ":ON THIS. STANDARD {g PTO BE ADJUSTED TO MATCH THE MOUNTABLE..GURB CONFIGURATI I`l HIGH f140'l THM 1506 'VP 1p X3 M1EI�{UM 45010 151fl0 YPQ3• g 3'X. $ X. SEE'STANDARD CO-12 F©R'CURB:RAMP DESIGN TI3 EE ..USED> WITH THE STANDARD:. Lo c4E;5S THM P94 VPt}} PLANS Al INDICATE .WHEN CONSTRUCTION.' OF A FLOW LINE IS REQUIRED TQ PROVIDE` POSITIVE DRAINAGE ACROSS THE ENTRANCE OPTIONAL FLO WLINE WAY REWIRE :WARPING OF A,. PORTION OF GUTTER T6:PRECLULtE :Pt}NaING OF' WATER SPECIFICATION REFERENCE METHOD.., F TREATMENT CONNECTION TIO(N -FAR STREET INTERSECTION SQL; 1�N1 COMME GIRL ENTRAN E VIROMA DEPARTMENT 4F.,TRAJUSPORTATION INLET PROTECTION NOTE; SILT FENCE USED AS INLET PROTECTION IS NOT ALLOWED IN FREDERICK COUNTY. CONTRACTOR MUST INSTALL THE OPTIONAL STONE ARC AS SHOWN. ■ 0) LFL. 0 k Q C N o O U p ^� O cn n1 ro N o > L � N Q =3 Ln N ti p C L z� 0 � Q V W � Q ZQ3.04 W or o� DATE: 1/07/04 SCALE: 1" = SO' FILE NO. 0128 SHEET 6 OF 6 �. � � �" � �� �i i � v�In�G R��K ��� ���EV�, ,.NTY