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34-00 Garber's Ice Cream (Building Addition) - Shawnee - Backfile (2)
0 cv 0 0 N CU U... 0 C3, 3 TD - GENERAL NOTES LEGEND VICINITY MAP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. Measures to control erosion and siltation including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion P g P g Control Handbook. Virginia Department of Transportation A permit must be obtained from the Office of the Resident Engineer, g p p (VDOT) prior to construction in existing State right-of-way. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. " The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P � y P � P 8 P" VDOT to determine if and where guard rail and of sued ditches will be needed. The developer will be (VDOT) g / P P " responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP P P P P be minimum 8" diameter and conform to VDOT standard SB-1. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. ' Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary gy company P / �'Y sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick Count and/or Frederick Count Sanitation Authority P y / y y The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. The developer will be responsible for any damage to the existing streets and utilities which occurs as a V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation VDOT Road and Bridge Specifications and Standards, the Virginia Erosion and P (VDOT) g P g Sediment Control Regulations and an other state, federal or local regulations applicable. In the g J g PP event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety andEX Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT s work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, Junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. P P Y g g g y YLU V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V8. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadwaythrough construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook Section 3.02. Furthermore g• � access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. q g g V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum g P P 36" cover and, when possible, to be installed under roadway drainage facilities. o V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined b the engineer and approved b VDOT. q g y g� PP y V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and. labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. EXISTING G l.l\ 11'Jii1GL' LIHTE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINEN: EXISTING STORM SEWER -" PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE FLOW LINE FEDCEj� � �� EXISTING POWER POLE EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE PROPOSED WATERLINE W/ TEE - PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER EXISTING REDUCER PROPOSED REDUCER STOP SIGN VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN 33 330 40 EX E/p PROP E/P C&G PROP C&G �7 CG-6R Y EX. 15 RCP PROP. 15 RCP -►�, � s 0 0w �� 3�--�=--� �� -I- -d--1- 1T! �® D� ® -a 100 - :...:..........::...:.:. . .. . !{ya.. ..: .....:.. e.:!i?t`� t:; 201 ' °:r :;'r.:, !i �.� �' p .;tom �.. '� . f „ ` i a '� ��'.,. "�. z` . rt �, .` tt9 � � � � '. �J� �� e m ' ' •� r ;A • e ,�; • � ;� � 7 s �h � , ��'.` �`'� � tf; ✓ .; t, �: a �' lh ::., i - a , r j r "j .:x, ;.;: x::'�+ �~ xr % " ` � ri` °'•., t` ��� ? k ` �' �.' k� r s►' °": `�� �.' f c -: , , . 1 r ,`...41K� Y _`�by, �' `'> `f t j G s s `' C ,) i-� ��,��*_� f .��,'�. �� a, . �• r ` r t k�r 4 +!! L ! "'' r� s* "` '' `'t' ',` •p r ` _ �", �+'La ., ,•.w Y ',. .. y. l„�'�., b ;� 3:.::: ',� ,�-�- ::.:� : r r a . : •1.: "fir`'{ '.. '' �;� r".;::..'`�r•..1 - � � �` ,�'w �, , , .. , .. �,� _, � { - : 'C ' ; �'� .� '.e " �` . �� ::.,. ;�.,.. �.. r-.:�p'S??.'• . M i lr( . '} !Lr. i"'::::.f ,ii' : `: If : i::::. t.::::-:.r....::, , �.. �w ti�� , 1 r1 ::-'. ,tf-.`'' _ ' ,:', x�• _ ,_ ,y J - --- -- SHEET INDEX W LU W Q � W cQ o rn m00 � .� /,� I W CQ ni Rr �t x � �,, .d q o ra o Q 4 0. to q 0 F w .� a o P+ b • 4 SHEET 1 COVER SHEET SHEET 2 SITE PLAN z o 5 w a w a O U 2 o 1Z a A w a a a Na Ara w a a e• Q 5 aw w w o a w ca w 5W PROJECT INFORMATION PARCEL IDENTIFICATION NO. 64B-(A)-13, 14, & 15 STREET ADDRESS: 360 FRONT ROYAL PIKE TOTAL AREA: 2.86 AC PROJECT AREA: 12,952 S.F. DISTURBED AREA: 12,952 S.F. CURRENT ZONING: B2 CURRENT USE: ICE CREAM FACTORY PROPOSED USE: SAME F.A.R. CALCULATIONS SETBACKS LOT AREA =124,581.E S.F. EX. BUILDING AREA = 24,354 S.F. FRONT = 50' PROP. BUILDING = 6,370 S.F. SIDE/REAR = 0 TOT. BUILDING AREA /LOT AREA = 0.247 < 1.0 WINDY HILL LANE SIDE = 35° LANDSCAPED AREA CAIMATION (CALCULAnONS BASED ON TOTAL AREA OF PARCELS 13, 14, AND 15) w E" A g co Co " CQ o o n CQ o 0 o o o CV '" CV 0 18. 19. 20. result of his construction project within or contiguous to the existing right-of-way. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick Count Sanitation Authority prior to issuance of grading and/or site P y qP �' g / development permits. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of an dedicated street P P y right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDF.NTIl+'IER EASEMENT LINE 12 O MAX. BUILDING HEIGHT: 35° LANDSCAPED AREA = 47,214.13 S.F. REQUIRED 157 LANDSCAPED AREA RE = Q ' (18687 S.F. ) LANDSCAPED AREA PROVIDED = 38% PARING CALCULATIONS 1 SPACE PER 250 SF (OFFICE) SPACES REQUIRED = 1,720 SF / 250 = 7 in accordance with state law. In the event gravesites are discovered during construction, the awner and engineer must be notified immediately. V18. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. CENTERLINE EXISTING SPOT ELEVATION 12.0 1 SP (WAREHOUSE) SPACE PER EMPLOYEEWAREHOUSEA SPACES REQUIRED = 22 (NO INCREASE WITH THIS PLAN) 21. 22. 23. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 682-4185 immediately of any discrepancies between actual field conditions and the approved plan. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT s discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT°s approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be Provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT s Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SPOT ELEVATION 715 3 EXISTING TREE DRIP LINE TOTAL SPACES PROVIDED = 30 (USING EXISTING PARKING AREA WITH NEW STRIPING) REQUIRED HANDICAP SPACES 1 HC SPACE PER 25 SPACES SPACES PROVIDED = 30 REQUIRED =2 HC SPACES RE Q HC SPACES PROVIDED =2 REQUIRED LOADING SPACE 1 SPACE PER 40,000 SF FLOOR AREA SPACES REQUIRED = i ENVIRONMENTAL FEATURES SPACES PROVIDED = 2 PERCENT FEATURE DISTURBED THE REQUIREMENT FOR A CATEGORY "A" BUFFER FOR THIS SITE FLOODPLAINS 0 WAS WAIVED BY THE PLANNING COMMISSION ON AUGUST 16, 2000. LAKES &PONDS 0 WETLANDS >1AC 0 SINKHOLES 0 NATURAL S.W. 0 DETENTION AREAS STEEP SLOPES 0 >15% WOODLANDS 0 E 4 w OQ W O U >0 log IL 2 o Q4 Z Z > Z O E 4 04 E�4 W E- 7 Q Q O ~ U Z U W Q W v �D W Z Q UTILITY CONTACTS &PPROV BY ZONING ADMINISTRATOR ,,11 �"t U Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 540 869-1111 ( ) Phone: Bell -Atlantic P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 1-800-654-3317DAT Signat a Date Site Plan shall be valid for five (5) years from date of approval. FINAL SITE I L0 APPROVED Z , ( wU% NO PROPOSED SIGNS, OUTDOOR LIGHTING, STORAGE AREAS, OR TRASH RECEPTACLES ARE PART OF THIS PLAN x � FIRE MARSHALL' S NOTE NO NEW UTIIITIES ARE PROPOSED 111TH THIS PLAN. Prior to commencing site grading operations, a land disturbance permit shall be obtained from Frederick County Public Works Fire lane markings and siege: Any "No Parking" signs and yellow painted curb locations will be installed Pr COVER SHEET by field inspection at the direction of the Fire Marshall's Office. s 0as Project Name: Project Number: No. 032285 o OZ//Z✓b J `S'S.10 NAL GARBER ICE CREZ4M COMPANY 2079 B FEB Magisterial District: Date of Plan: (Month, Day, Year) INSPECTIONS DEPARTMENT NOTES Shawnee 4/11/00 DF-PTOFPLo�h� �- � T Owner: Address, Including Zip Code & Telephone No. Addition shall comply with the Virginia Uniform Statewide Building Code and Section 311, use Group S (Storage) of the BOCA National Building Code/1996. Other codes that apply are CABO A117.1-92 Accessible and PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH Mr. Dave Garber 360 Front Royal Pike Winchester, VA 22602 (540) 662-5422 DATE: APRIL 2000 Usable Buildings and Facilities. FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE Developer: P Address, Including Zip Code & Telephone No. Same DESIGNED BY: JJT Note Section 705.2 of BOCA for exterior wall fire ratings to property lines. Section 1110.2.1 Exception #1 (ADA 20% rule for additions and renovations) shall apply. All required building egress shall comply with accessibility. IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION (Same) Same; (Same) Same CHECKED BY: MDS Engineer Certifying Plan: Greenway Engineering Address, Including Zip Code & Telephone No. 151 Windy Hill Lane Winchester, VA 22602 JOB N0. 2079 (540) 662-4185 SHEET 1 OF 3 1 0 0 CU 0 0 C., D CD CV 0 1n CT) t` C3 CV C, T_ CD CD c Q, ui co f_ W D f_ r__ 0 Cu In w D 0 ON -SITE PAVEMENT SECTION NOT TO 5(,M-E 6' 5E VDOT STD. 6R-20 AGTBJ ReOZADE (COMPAGTT� TO Oft DENSITY AT OPTIMUM M015TUZE CONTENT VDOT VTM-1 METHOD) 4' VIA 5TEEL PIPE PILLED WCONGRETE 36' ABOVE GRADE AND IMBEDDED IN CONCRETE FOOTING 1.5' 2 • CONCRETE FOOTING 1 TYPICAL BOLLARD DETAIL BOLLAW (NOT TO 5GALE) HYDRANT LOCATIONS I "=100' APPROX. HYDRANT LOCATION A 4 I I I a + �` L t K f 1 1 4 NEW HYDRANT X. EX. HYDRANT LOCATION TAP BY FGSA ADJOINING PROPERTY OWNER'S MAP '4F ` 9 �. JOT 2 j �2 I ,�O fill vA5 - { XJ 11 ry 02 — ---IM.SELEYINC. ~\ 41 D. & ARLI E D. SMITH TM 64-A-41 ZONING: 82 USE OFFICES M TM 64-A-64-A-e ZONING: M2 6 TRUCKING DEPOT SHE NANDOAH UNIVERSITY j TM 648-A-16 Z� 83 16 USE-: OF MGM NNC TM 648-A-19 Za�nwo: 1AE; c . LAW" s TM 648- - MELCO INC. TM 648-A-18 ZONING: 83 11SE: OFn= .M v 3 it RIM=74 INV=737 x PROP. SILT FENCE PER VE5G 3.05.2 MARK D $ ARLENE D !�MITH T.M. NO.: 64-(A -41 ZONING: E32 USE: OFFIGES 736 - 73 734 -- ��' 738 ^'� 738 -- --- lam — n' EX, SANITARV SEWER SM BEN O�°'�"I E �`��� G �4 -- .38 �.. 13 -- X ei' chain I/nk fence ___.a/— �� per.._ .71��Y►�IFI---- � v +-.•---- 1,,,."''K7""._-- Y------.-.-...- - X —�--- w 10" HI-0 GPP a 1.0% min. (+ 12 FT DOOR 6 FT TRENCH DRAIN�44 o (A y RIM = 143.25(15 INV = 14225 \` NEENAH R-4Q90-DXI GRATR O E. _ a ? + TOT, D.A. TO TRENCH DRAIN 0.3�1. AG u e ° ° + \ AINING WALL (T(P) �OF DRAIN5 5HAL DI5GHAR6E 47.0 x ` (TYP) TO IN COMPACTED, + GH RA 6, fODIFIGATIONS TO EX. SEWER " RA1 511R_IFGT O CITY REVIE CL J N, + + + ( ROP05E WAREHOUSE 145-0 + w o 6,160 S. TOTAL J! o o c J FF E,L16V.==�4�.25 \-- HEIGHT 25' Lu : & d +N 11 o\ ----- --\. " o Q block bldg. Q �\ t Q 1 b '� \ t 14 µ � � I I + V i + ' w p iV n block bldg. ;a,zeeaap aast�aw.a�v�gEe' approximate structure limits DROP. PARKING LOT STRIPING\ N 51GN: "ONE WAY - DO NOT ENTER" 5 0304e) 35_W 15Y�.g0' j f approx. entrance location STORK SRff "F" CA4WAT10115 GARBER IGE CREAM GO. 5' T.M. NO.: 64B-(A)-15 EDOCK DOORS (2) ZONED: E32 + USE: IGE CREAM PLANT J 1 IN :cone ' approximate structure limits _ block bldg. VT 5ETBACK ructure limits grade) 20.0' TYP. } I ! ° 16'2011 yv g16'2 PROP. PARKING LOT STRIPING —oH RIM=7'' v IEr__MITER�PIPE END / T/C 131J am i r� Y/ l r .�. 1 �`. e TIC 13 -- 03 T/C 133.14 r-_ t{I 4b. 32. I p rn a' ton 7136 I 1 ' + 3. T/C 134.42 , I +r\a 1 !+ I 1 INV. �31.4 MITER PIPE END 1 111 Ga 4�} V 'Ni 00 2")) � 4 V Ok titi$ I Q I r 01{f� i 00 METAL TRAILER METAL TRAILER + METAL TRAILER METAL TRAILER J) I r \ &ARBL\r,R IGE CREAM CO. T,M. NO.: 645-(A)-14 NO: E32 USE: IGE` REAM `PLANT N3 `. o i V I Q v 1= LOGATICN OF WATER SERVIC.1+ TO BUILDING UNKNOWN EX.1^U-1- 740-----___ FRO N2 RO Y � T. 2 E 22 nA" rwi - AfIll aum I" POW TO PM Volk VA, (acres) RIFF Coll. (W CA M.ET Tc 1 0 0) SLOPE FEiw, B MM K (IW m cm. 05) IRL PAW fl OK THEM 05 . Qk 1NY, AOO H. I STIR I aitl.ET A 034 0.40 031 031 5A 6D 2M OD 10 10 10 254 4.* Ob FM Q GPP 01c cb 0 II II rna �. CA �-t0 I II W co ent once gro ` 4 1 n I ; ° I I rn n I V ff � I 11� G � 3 Q � + J O �<n 10 ' rn RBEGE GREAM GO. T.M. .: 648-(A)-15 16,E GRAM PLANT i 4 + tick + 4 O iA + 5,0 it V + lz1 A J U "N J U � b v 20 10 0 20 0Q_ �(b SCALE: 1 " = 20' 0 Z cc W W Z W o Cat � CO Cat d' a a� .� 1 62w LD Zx �y 't I L0� W �v �� W r °� 4,0 W of A x�.l Fir Q) 0 w� w z �_ J Lu O Co Z Tr p J In S Q Q a 0 <Q lu CL Lu N Lu N Q N CL ww l��J (Y O O Icly o CC-04 `W O EE-1 o 00 �O z a 0■ O Z p E- Z a� W E-- iE- Qo Q z � W Q xQ W m a DATE: 04/11/00 SCALE: 1" = 20' DESIGNED BY: JJT FILE NO. 2079 SHEET 02 OF 03 0 CD CD Ln �i 0 1D 0 m «7 D a� 3 (11 O rn O CU 1_ 0: aJ Cil c W cn L CD L I rn r` 0 a.i LL O CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. Till 6'MAX. FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) .. I Flow I _ POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DNC PIATE. 3.05-2 and Tyant TABLE 3.32—C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre Commercial or Residential 200-250 lbs. — Kentucky 31 or Turf —Type Tall Fescue 90-100% — Improved Perennial Ryegross * 0-10% — Kentucky Bluegrass 0-10% High —Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) — Kentucky 31 Fescue 128 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. 150 lbs Low —Maintenance Slope (Steeper than 3: 1) — Kentucky 31 Fescue 108 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. — Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegross may also be included in any slope or low—maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. TABLE 3.31—B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (lbs./acre) Sept. 1 — Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi—florum) & 50 — 100 Cereal (Winter Rye (Secal cereals Feb. 16 — Apr. 30 Anual Ryegrass 60 — 100 (Loliium multi—florum) May 1 — Aug. 31 German Millet 50 (Setaria italics) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1 /4" soil cover. r thrust block i 6" dia. schedule 40 steel pipe filled with - concrete and painted yellow 18" dia. �N ":s. concrete encasement / 3' 7' BOLLARD DETAIL direction of setting to be approved prior to installation as required _I concrete pad 1 '-6" sq. x 6" deep 2" min. - 6" max. stone to be minimum screw type of 6" above top of base adjustable valve box Ine locator peg megalugRs \ mechanical joint swivel tee with 6" branch EX. PVMT. SECT. VARIES — FIRE HYDRANT ASSEMBLY Figure 9 ENTRANCE PROFILE H:20' V:2' -740 -740 N _ _. Om; �m +f. O z O z -4 O z • O _.. _.... _..... t~n Q Q_..... d wl > J, �u ��_ iL W; W �.00 VG <J + O O� i Z i Q Q 735 Z 735 LL1 W LL.I � W _ i 1 .. MATCH EX. ROf�IDWAY PAVEMENT LL C) W' l� r (� W (N Z O <F 730 - _ N Q _ -- _ _ L730 0+0 Q n _J 0+50 12.0' _ 12.5' L- 5' _ MILL 12"xl-1/2" /TIE IN JOINT 11411:11 — G6-6 PROP. PVMT. 5EGTION 2" — 5M-12.5A 21—B 1 /411 : 1 3 EXTEND 21-B I' BEYOND BAGK OF GURB T"rP I GAl_ SEGT I ON RTE 15-70 TURN LANE NOT TO 5GALE i Ca-12 (radius to be as shown on plans) L Note: Width "B" 2'-0" or as shown on typical section. XX Street approach some q surfacing as mainline --, roadway (Radius to be as rJARa,ial ombination shown on plans) 2" b and gutterB d. cG-s) 6" Class A3 (H.E.S. Optional Flow Lin Concrete A w Expansion Joint q J I SECTION C-C Mainline roadway PLAN VIEW r Construct Grade changes with a parabolic curve. 10' Parabolic Curve D Edge of shoulder 8% Max. or Optional Flow Line Slope Change J D When St'd. CG-11 is used for entrances built i ti Ith vDOT t I Mainline Roadway n con Junc on w pro jec s, pease note the following: 8% Max. Slope Change r D XXMainline pavement shall be constructed 9 D to the R/W fine (except any subgrade 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min. SECTION A - A A Radial curb or combination curb shll tb t td and gutter a no a cons ruc e beyond the R/W line except for replacement purposes. When used In conjunction with standard Guidelines for Grade Change D CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the mountable curb configuration. Entrance Volume Desirable Maximum High (more than 1500 VPD) 0 % 3 % See Standard CG-12 for Curb Ramp design to be used with this Standard. Medium *500-1500 VPD) < 3 % 6 % When the entrance radii cannot accommodate the turning requirements of anticipated heavy Low (less than 500 VPD) 6 % 8 % truck traffic, consideration should be given to increasing the depth of adjacent proposed sidewalk to 7 Inches. X Optional flowllne may be used for entrances In cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION METHOD OF TREATMENT— REFERENCE502 CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES Fio3.08 ARGINIA DEPARTMENT OF TRANSPORTATION 3•_� MI,. Pa. legible Cmetructbn Pay One Co--12 pay — Ca--12 •o"o Ver. width coo• o Skkw or oa ® vat. 4' klkr- Sbardk Spay a - 5xe"Gore 012"o-0 RADIAL PLAN MinimumvCa'aret• A --� Permissible Construction Joint TB Taper curb height down to 0 at this point a continue at full where appllcabia.heWht aoF� Pay Line Cti-12 i (n 'k5 x e" BorsM2 " c-c •o-o• o•o•o• NInknum Cankxsie - .o•o• 0-0-0 0-0 • o o • o Var. 3' MIn. Cover Var. width Sidewalk•o•o• .0. • o , o• o•o•o or sidewalk Space • o 0 Permbshle Construction Joint P tine Or-12 g d d' TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET CONNECTIONS AND COMMERCIAL * For commerdai entrance ENTRANCES. (Heavy Truck Traffic Anticipated) ses Standard CG-13 sheet 203.10 i -' a. -Slope 12 : 1 Maximum A _—i TANGENT PLAN e-a• ISOMETRIC VIEW © Y when St'd.CC-3 Cg-7 Is used Cub ramp Moor to M dace A-3 Concrete lobes A-4 H precast) with slip- r-In tant integral 7'-4" Is the minimum detectable warning wxfoce cowing the entire width of the romp floor (romp floor may be —SldswaAk Ana requirement to ud Precast or cast In place). The detectable warning shall be prodded by m exposed aggregate (with or without buffer strip) krro a 12 : 1 ©fl. slope Std ClT-2 I 7'-4" - I MM. Ramp sisal not ezeesd a maxknum slops of 12 : 1. Flared skies of curb to be tthteally with romp Moor r by using per- or CG-e 33% — - • missible construction pint with re"Wed bore - 4 f If ramp floor Is precast. hales must be Prodded for dowel ban so that adjoining flared sides can be cost In place after placement of precast ramp floor. Precast concrete shall be doss A-4, 7" DEPTH TO BE USED WEN THE ENTRANCE RADA CANNOT ACCOMMODATE THE TURNING SECTION A —A REQUIREMENTS of ANTICIPATED HEAVY TRUCK Required bare we to be Na.5 x Fr placed V center to center along both sides of the ramp floor, mkt -depth of ramp floor. Minimum concrete cow 11in". C. Cub ramps will be rtnasued and pdd for at the contract unit prices for Hydredic Cement Concrete STdewdk and Exposed aggregate sidewalk• complete in place. 5 x far Ban O 12•c-c Permissible construction Cub/curb and gutter slope transitions adjacent to curb ramp we Included In payment Slop 12 : 1 Mm3resn '�^t for curb/curb and gutter. This Item may be Precast ar k� in Pk�• When used in conjunction with standard OG-3 r CG-7, the curb face on this Standard Is .� .. to be od)usted to match the mountable curb configuration. �. Cub Romp are to be located as shown on the plan r as directed b the Engineer. SECTION B-B El Accessible route is defined as a continuous They am to be prodded at Intersection wherever an accessible route lttthln the right- of - unobstructed, stable. firm and stlp resistant 0 0 tlmtts of Exposed aggregate side path connecting all accessible elements of a way of a Highway Facility crosses a cub regardless of whether sidewalk is existing, proposed r nonexistent They may be onset from pedestrian saes- ke as shown an plan taellity that can be approached, entered and or as directed by the Engineer, but should not be located behind vehicle stopt Ilnes. B Treatment where rkltin of sidewalk r slaswak used by parsons with mobility Impairments. Existing light poles, fire hydrants• drop inlets, eta will also affect placement. space Is lees than r-4' CURB RAMP SPECIFICATION REFERENCE (PERSONS WITH MOBILITY IMPAIRMENTS) 20309 Redesd 3-25-90 ViRGINIA DEPARTMENT OF TRANSPORTATION 502 504 This area may b- at the option of the controctor EROSION AND SEDIMENT CONTROL NARRATIVE: EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERN15E INDIGATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE GONSTRUGTED AND MAINTAINED AGGORDI NG TO THE MINIMUM STANDARDS AND SPEGIFIGATIONS OF THE STATE EROSION AND SEDIMENT GONTROL HANDBOOK. STRUCTURAL MEASURES SILT FENGE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUGE EROSION AGR055 THE SITE. VEGETATIVE MEASURES PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING 15 REAGHED ON ANY PORTION OF THE SITE. TEMPORARY 501L STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501L STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (b) MONTHS. TOPSOIL THAT HAS BEEN STOGKPILED IS TO BE SURROUNDED WITH SILT FENGE AND PROTEGTED BY MULGH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-GOMPAGTED, SEEDED AND MULGHED (HAY MULCH OR STRAN FOR TEMPORARY AND/OR PERMANENT VEOETATI VE GOVER. MANAGEMENT 5TRATE61ES GON5TRUGTION SHALL BE 5EQUENGED 5UGH THAT GRADING OPERATIONS WILL BEGIN AND END AS GUIGKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULGHED IMMEDIATELY AFTER INSTALLATION. THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANGE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE GLEANED UP AND REMOVED. DEVIGES L15TED ABOVE ARE CONSIDERED MINIMUM ER05ION AND SEDIMENT GONTROL5. ADDITIONAL GONTROL MEASURES MAY BE NEGE55ARY DUE TO GONTRAGTOR PHASING OR OTHER ANTIGIPATED CONDITIONS. IT IS THE GONTRAGTOR'5 RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO GONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED AGGORDING TO THE STANDARDS IN THE STATE EROSION AND SEDIMENT GONTROL HANBBOOK. MAINTENANCE ALL GONTROL MEASURES SHALL BE INSPEGTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE GHEGKED REGULARLY TO ENSURE THAT A GOOD STAND 15 MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFIGIENGY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE GHEGKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 15 GLOOGED BY SEDIMENT, IT SHALL BE REMOVED AND GLEANED OR REPLAGED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY GON5TRUGTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEDIMENT BASINS AND RIP RAP DAMS SHALL BE GLEANED OUT AND RE -STABILIZED UPON APPROVAL BY THE COUNTY INSPECTOR. This curb may be used when design speed is 40 MPH or less on Rural highways and 45 MPH or Ives in developed urban k suburban areas. If these design speeds are exceeded Standard CG-7 Is required. The bottom of the curb and gutter may be constructed parallel to the slope of subbase courses provided a minimum depth of 7' is maintained. For use with stabilized upon-groded drainage layer• the bottom of the curb and gutter Shea be constructed parallel to the slope of subbase courses and to the depth of the pavement. Note: Combination curb & gutter having a radius of 300' or less (along face of curb) sholl be paid for as radial combination curb h gutter. This Item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000PSI If precast. SPECIFICATION COMBINATION 6" CURB & GUTTER 105 sot VIRGINIA DEPARTMENT OF TRANSPORTATION o1.03 Z W W Z CID Z o 0 CV � 00 a �LO ' °0 10 Z x o I �CV to .0'' 0 o W a. to CD ,� U �� U Her ti O O � w ern i= O � LU j _J J v Z -V v 7 J m °2m� W Q V Q V 5 PO yNJ i1 t]- Q Q O O F4 m m Qr' (V N ry ly g o 0 0 0 >E a O E-t O U�/)� V 1 �o \ W E— Q O U Q W Q xQ v � W DATE: 04/11/00 SCALE: N/A DESIGNED BY: JJT FILE NO. 2079 SHEET 03 OF 03 CD N Ln 0 Li- t N_ LL_ 0 CT, 3 TD x GENERAL NOTES LEGEND VICINITY MAP Z S.. J f.. rrSa :.:.:. = _ h............. ~4 •;. :. ,� ••' � ,„ � 4 �� �- LATE CONTOUR DUSTING INTERMEDIATE 33 SCALE I " = 2000' s, 1. Methods and materials used in the construction of the improvements herein shall conform to the current P V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 \,:. A.� ` W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and 40 .;.;, T.' '{ . w y" } W Sediment Control Regulations and any other state, federal or local regulations applicable. In the PROPOSED CONTOUR . r°. �.� r , �`: f 's. -.' ' 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict between an of these standards, specifications or plans, the most stringent shall be y P P g EX E/P l • " `` A .:.` ...":j , �•r- R,` `� '. Z must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P y govern. EXISTING EDGE OF PAVEMENT PROP E/P t .. 4f. f .y. `}: / ' .�:: r• , / Z,iy .� "1 ` * •. - er or s agent of responsibilities contained the Virginia Siltation and Erosion relieves the developer his tf the ibilititid i P g P g V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and PROPOSED IDLE OF PAVEMENT EX C&G �f4 Control Handbook. Health Administration and VOSH Rules and Regulations. g DIIISIING CURB AND GUTTER � . � '` ` 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all PROPOSED CURB AND GUTTER PROP C&G : ;f: „off• i ' y�' �''� ' ' r• '� ;.:::..,:. .:r ';� �` ^S+ .... ` SITE\, �� �,�,✓ W CV m CO 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. CG-6 TRANSITION FROM CG-6 TO CG-6R CG-6R f �� ,..'IV ,)�. + 3.' ,tu ;'� , ; 4: ; . '► , r * ! 1-1 cat I 5. required under State law. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including EXISTING TELEPHONE LINE , �., c } ,. Rtip,JW -M :� f a s t ' �k� zoo �'Jii; } l Lu l 7y e �:; m CV ,. m Ln with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P y P P g P" traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is PROPOSED TELEPHONE LINE.. b ,.�,,F �.. .,, � ,. ',..:.,. (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be " the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not EXISTING STORM SEWER -► EX. 15 RCP ,' .; .. ,.r -.. ,,; . ,.; �. . ,t�.•. ;,.;- , ,;:;,,. ,.;�.:... .;_:..... :,.:.,,.;,fir; ` ,, a : �, �, { ti „ f 4 r, > ''� - a .. . ; �• ✓ cat x 'n responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to relieve the developer of this responsibility. PROP. 15 RCP ;, +: �5 Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER -► •.:.'" • . y i �' ; a , - r9 ® o 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V5. Design features relating to field construction, regulations, and control or safety of traffic may B B 8 y y a°'x;,k . a�n representative of the developer must be available at all tunes. additional expense incurred as a result of be subject to change as deemed necessary by VDOT. Any a any field revision will be the responsibility of the developer. EXISTING SANITARY SEWER SHEET INDEX ■� PROPOSED SANITARY SEWER V �. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic SHEET 1 COVER SHEET Control Devices (MUTCD). V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use for any work on VDOT right-of-way. EXISTING ELECTRIC SERVICE permits SHEET 2 SITE PLAN 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged PROPOSED ELECTRIC SERVICE � o embankment. and held by the engineer and/or developer with the attendance of the contractor, various County A a) 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. agencies, utility companies and. VDOT prior to initiation of work. EXSTING GAS LINE PROPOSED GAS LINE 10 .4 P. w V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PROPERTY LINE on the plans and as required at the field inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the FLOW LINE . - ... -.- ... - ... 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall adjacent public roadway through construction and maintenance of a construction entrance in PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, FENCELINE--� # # access to other properties affected by this project shall be maintained through construction. The EXISTING POWER POLE 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than Developer shall have, within the limits of the project, an employee certified by the Department of PARCEL IDENTIFICATION NO. 64B-(A)-13, 14, & 15 one litter receptacle shall be provided at the construction site. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation STREET ADDRESS: 360 FRONT ROYAL PIKE control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING TELEPHONE POLE TOTAL AREA: 2.86 AC 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. PROJECT AREA: 12,952 S.F. entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE --- -!T1- whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and PROPOSED WATERLINE W TEE DISTURBED AREA: 12952 S.F. CURRENT ZONING: B2 o o condition at all times. at the end of construction. CURRENT USE: ICE CREAM FACTORY z o 0 14. 'Notification shall be given to the a ro riate utility coo an prior to construction of water and/or sanit g appropriate y company P / sanitary Vli. All water and sewer lines within existing or ro osed VDOT ri ht-oi-wa are to have minimum g proposed right-of-way PROPOSED FIRE HYDRANT PROPOSED USE: SAME 5 a sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut 36" cover and, when possible, to be installed under roadway drainage facilities. w °`• a sheets, and connections to existin lines g . during EXISTING WATER VALVE F.A.R. CALCULATIONS rx w 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. Any unusual subsurface conditions encountered the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity PROPOSED WATER METER ® o F Q SETBACKS LOT AREA =124.581.E S.F. vxi a 5 o standards and specifications of Frederick Count and/or Frederick Count Sanitation Authority P y / y Y until an adequate design can be determined b the engineer and approved b VDOT. q g y g• PP y EXISTING REDUCER a� EX. BUILDING AREA = 24,354 S.F. �' w a w a x 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED REDUCER FRONT = 50' PROP. BUILDING = 6,370 S.F. o w a w a w a. contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be resent to insure the sample obtained is representative of the location. When soil samples P P P P STOP SIGN -a SIDE REAR = 0 TOT. BUILDING AREA / LOT AREA = 0.247 < 1.0 / U A a w n w a w A w utility verification and the proposed construction. are submitted to private laboratories for testing, the samples shall be clearly identified and labeled VEHICLES PER DAY COUNT 100 WINDY HILL LANE SIDE = 35' C 0 a a as belonging to a project which will be accepted by VDOT and that testing shall be conducted 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a according to all applicable VDOT standards. PROPOSED STREET NAME SIGN + (CALCULATIONS BASED ON TOTAL AREA OF PARCELS 13, 14, AND 15) HEIGHT: $ 0 o o result of his construction project within or contiguous to the existing right-of-way. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be PROPOSED SANITARY LATERAL CLEANOUT MAX. BUILDING 35' LANDSCAPED AREA = 47,214.13 S.F. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method SANITARY MANHOLE IDENTIFIER 12 LANDSCAPED AREA REQUIRED = 15% (18,687 S.F.) w E oo '' cg c� 0 c� C5 cm cm 1� must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site A, within plus or minus 2% of optimum moisture for the full width of any dedicated street LANDSCAPED AREA PROVIDED = 38% ra CO 0 0 development permits. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A FORM DRAIN STRUCTURE IDENTIFIER O 19. The developer will be responsible for the relocation of any utilities which is required as a result of his copy of all tests shall be submitted to VDOT prior to final VDOT approval. PARKING CALCULATIONS project. The relocation should be done prior to construction. 1 SPACE PER 250 SF (OFFICE) V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and EASEMENT LINE SPACES REQUIRED =1,720 SF / 250 = 7 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected further where determined necessary by VDOT Inspector. in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall CENTERLINE1 SPACE PER EMPLOYEE (WAREHOUSE) ) engineer must be notified immediately., meet VDOT minimum design standards and is the responsibility of the developer. EXISTING SPOT ELEVATION 12.0 SPACES REQUIRED = 22 (NO INCREASE WITH THIS PLAN) 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering +3 at 540 882-4185 immediately of an discrepancies between actual field conditions and the approved lap. ( ) y y p PP p V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION 715- TOTAL SPACES PROVIDED = 30 "A" markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The EXISTING TREE DRIP LINE -.. s �^ ^^� ^ ^ (USING EXISTING PARKING AREA WITH NEW STRIPING) >E 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of Sign shall be of a type found on REQUIRED HANDICAP SPACES professional engineer and results submitted to Frederick County prior to pavement construction. If a pavement. posts geotechnical report has been prepared, it should supersede the requirements in this note. VDOT's approved list. A copy of this list may be obtained from the District Material Section, Contact the local VDOT Residency Office with any questions regarding sign material and placement. 1 HC SPACE PER 25 SPACES 14 SPACES PROVIDED = 30 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V18. The developer must provide to the local VDOT office a list of all material sources prior to HC SPACES REQUIRED =2 14 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines construction. Copies of all invoices for materials within any dedicated street right-of-way must be Provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices HC SPACES PROVIDED =2 in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. y PP g y may be obscured. REQUIRED LOADING SPACE I% E-4 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 1 SPACE PER 40,000 SF FLOOR AREA SPACES REQUIRED =1 O UTILITY CONTACTS &PPROVE BY ZONING ADMINISTRATOR spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to ENVIRONMENTAL FEATURES SPACES PROVIDED = 2 z Z ,_.., Z I - checking stone depths, a VDOT representative shall be notified and the opportunity to be PERCENT 04 Q Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. given present during the construction and testing of the density control strip. 2 � d•) � I FEATURE DISTURBED "A" p.., ,...., > P.O. Box 1877 P.O. Box 2400 THE REQUIREMENT FOR A CATEGORY BUFFER FOR THIS SITE E-+ Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road FLOODPLAINS 0 WAS WAIVED BY THE PLANNING COMMISSION ON AUGUST 16 2000. � W W Z ►-a p � Signature Date 540 869-1111 ( ) and Bridge Specifications -Section 315. Density will be determined using the density control strip as LAKES & PONDS 0 1.•-� E>i E ! specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. WETLANDS >1AC 0 U) W W Z Phone: Bell -Atlantic A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the Site Plan shall be valid for five (5) years from date of approval. SINKHOLES 0 O Q E-4 � Q NATURAL S.W. 0 O P.O. Box 17398 control strip. W ~ Baltimore, MD 21297 V21. Approval of these shall expire three (3) from the date of the approval letter. DETENTION AREAS (301) 954-6282 plans years STEEP SLOPES 0 O Z MISS UTILITY 1-800-257-7777 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. >15% U Q Power: Allegheny Power P.O. Box 1458 Hagerstown, MD 21741 f INAL SITE PLAN WOODLANDS 0 W W APPROVED 1-800-654-3317 D A TE �z 4de,�e �1' ;2 ��, For. FIRE M A R S H A L L S NOTE NO PROPOSED SIGNS, OUTDOOR UGHTING, STORAGE AREAS, OR TRASH RECEPTACLES ARE PART OF THIS PLAN NO NEW UTILITIES ARE PROPOSED WITH THIS PLAN. W Fire lane marking and sigDage: Prior to commencing site grading operations, a land disturbance permit shall be Frederick County Works ®F COVER SHEET obtained from Public Any "No Parking" signs and yellow painted curb locations will be installed ,��,y, - Pr by field inspection at the direction of the Fire Marshall's Office. e 0]tAS Project Name: Project Number: No. 032285 o ®z/ram, GA R R E R ICE Cl D F,1 M COMPANY 2 0 7 9 � �` �COO - V`sI®NALv _ f Magisterial District: Date of Plan: (Month, Day, Year) F INSPECTIONS DEPARTMENT NOTES Shawnee 4/11/00 Owner: Address, Including Zip Code & Telephone No. Addition shall comply with the Virginia Uniform Statewide Building Code PROFESSIONAL SEAL & SIGNATURE Mr. Dave Garber 360 Front Royal Pike Winchester, VA 22602 and Section 311, use Group S (Storage) of the BOCA National Building Code 1996. Other codes that apply are CABO A117.1-92 Accessible and THESE PLANS ARE IN CONFORMANCE WITH (540) 662-5422 DATE: APRIL 2000 Usable Buildings and Facilities. FREDERICK COUNTY STANDARDS AND Developer: P Address, Including Zip Code & Telephone No. ORDINANCES. ANY DEVIATION OR CHANGE Same Same DESIGNED BY: JJT Note Section 705.2 of BOCA for exterior wall fire ratings to property lines. IN THESE PLANS SHALL BE APPROVED BY (Same) THE ZONING ADMINISTRATOR PRIOR TO (Same) CHECKED BY: MDS Section 1110.2.1 Exception #1 (ADA 20% rule for additions and renovations) CONSTRUCTION Engineer Certifying Plan: Address, Including Zip Code & Telephone No. � P P shall aPP1Y• All required building egress shall comply with accessibility. 151 Windy Hill Lane JOB NO. 2079 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 3 0 0 CU 0 66 Lc-, v CV L7 c CD Q, 3 CV 0 IT rn t` O CU cn CD CD ry c C, w cn L QJ J0 L fu (D CD I t1 cn a., IL 0 ON —SITE PAVEMENT SECTION NOT TO SCALE 6''RMASE VDOT STD. 6R-20 ACTED 906RADE (OOWACT® TO 45% DENSITY AT OPTWAH MOISTURE CONTENT VDOT VTH-1 METHOD) 4" VIA 5TEEL PIPE FILLED W/CONGRETE 36" ABOVE GRADE AND IMBEDDED IN CONCRETE FOOTING '+ r 1.5' 2' [.:I-r-ONGRE, FOOTING 11 TYPICAL BOLLARD DETAIL 60LLARD (NOT TO 56ALE) NEW HYDRANT TAP BY FC5A HYDRANT LOCATIONS I "=100' EX. HYDi;1ANT LOCATION APPROX. HYDRANT LOCf�TION approximate strvctvre limits PROP. PARKING LOT STRIPING MARK D $ ARLENE D MITH T.M. NO.: 64-(A -41 ZONING: B2 PROP. SILT FENCE PER VESG 3.05.2 U5E: OFFICES 736 so' FRONT SETBACK ADJOINING PROPERTY OWNER'S MAP n approximate struavre limits 4 F rg `, fillentrance (on grade) q bri � 20.0' TYP. S 03 ° 48'35" W USE ` 156.g0' II °I6'20" ),y ---._----- — SIGN: "ONE WAY - DO NOT ENTER" \ j 86.57' -- SHENANDOAH UNIVER9IN \ / ' 1M 648-A-16 r ; PROP. PARKING LOT STRIPING 4MMNQ83 USE OFFM 1 Alec D. & ARLE 81111H r 1 - `_ approx. entrance location END. J� � _ TM 64-A-41 ZONWQ 82 USE OFFICES r ` �', 7 _ LAVOM S TM 64e- 17 FR ZONDO t+ ,- USE OFFN CS IAseo stc /^ ( i ` MELOO Etc. TM M2 (/� If ham wt zDNM INQ M2 V ( (` 7M 648-A-19 TM 648-A-1e USE TRUCKM DEPOT I 2di1/Q ZONINQ 83 ` ug USE: OFFICES t 5TrWM cFfF t OF51f,11 rl7FWMIM ""In root - AM Glum FidOM FMIT TO I m PA. VA (MV) Rldm WIT. (G) CA Kff To w 1 I 11w►W a (10) (Gtxal 5i M (,Fffo 1E1619, B (Iq1 MFm N (h0 DES. GAP. (GPI) 1 V9.. tRfl w 1 1 F OMl TK 1NIW NO' 5 I cap, ak RICK. AC49K I 51RI OUTLET A 034 O.W 031 031 5D 6.A 2D9 ODIO 10 10 2M 4.T6 Oh "GFP 01 0 W W Z Wc\j O co ,n co c\2 It m0 w CA �> x toCQ to CQ W W0 ° U r; of 'tj •� W � 0 �i LLl Z F- LU J v J Z z o 5 ems �� Z<LU Q �Q �� Q wugNl UJ ix c q O w CNI (ON(� O O O O O C, O H 0 Z >1 z a L 2 O v z > � a z p � N� a� W Q Qo � I'-f O cc Q W Q v �04 mc W m mc a DATE: 04/11/00 SCALE: 1" = 20' DESIGNED BY. JJT FILE NO. 2079 SHEET 02 OF 03 X I 0 0 C\J 0 0 io 0 0 x CG-" ER05ION AND SEDIMENT CONTROL NARRATIVE: CONSTRUCTION OF A SILT FENCE \ XX Street approach some z (WITHOUT WIRE S UPPOR T� (radius to be as shown on plans) A� roadway as mainline EROSION AND SEDIMENT CONTROL MEASURES trench C (Radius to be Qs 2" UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL UJ 1. SET THE STAKES. 2. EXCAVATE A 4"X UPSLOPE ALONG 4" TRENCH THE LINE OF ••. width as re wired shown on plans) 1 Radial ombination r Acurb and gutter / 4" e EROSION AND SEDIMENT GONTROL MEASURES SHALL BE GON5TRU6TE0 AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND W STAKES. (st'd. CC-6) 5PE6IFIGATIONS OF THE STATE EROSION AND SEDIMENT CONTROL Z ' 6" dia. schedule 40 e I 8 HANDBOOK. s'MAX. %' • •,' ' .:..' -:. :. •::: steel pipe filled wit concrete and pointed 3' 1":1' 1 1 STRUCTURAL MEASURES CD f // I r ; .. a • yellow6„ 71 " s" Gass A3 (H.E.s. : •; I optional Flow Lin e\ Concrete • ��' I ��/'_ / •.., 2 — xpansion set -- 1 — o Expansion Joint SILT FENGE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUGE W o 18 " / 1'_6" cx SECTION C-C A �I I ER05ION ACROSS THE SITE. co dia. concrete Note: width "9. 2'-0" or as Mainline roadway VEGETATIVE MEASURES ¢ C a� FLOW , / / encasement '� Y 3 shown on typical section. PLAN VIEW PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO � III '" III / / '� '� '� '� '� �� , `.• �� DENUDED AREAS WITHIN SEVEN i DAYS AFTER FINAL GRADING 15 °c.° I 1 4' concrete \ REAGHED ON ANY PORTION OF THE SITE. TEMPORARY 501L thrust block BOLLARD DETAIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED Z x to I- jI 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 1 Construct Grade changes with a parabolic curve. AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT W 'd -0 q) G TO STAKES AND EXTEND THE EXCAVATED SOIL. FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT 501L W o 0 "t IT INTO THE TRENCH. STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT Q. 10' Parabolic curve D DORMANT FOR MORE THAN 51X (6) MONTHS. r Edge of shoulder or Optional Flow Line 8% Max. ri Slope Change J D When St'd. CC-11 is used for entrances built .r Q, Cis -z direction of setting to be approved prior to installation in conjunction with VDOT projects, please TOPSOIL THAT HAS BEEN 5TOGKPIILED 15 TO BE SURROUNDED WITH SILT / Molnline Roadway note the following: 8% Max. FENGE AND PROTECTED BY MULGH AND/OR TEMPORARY VEGETATION r )K�(Matnline shall be constructed Slope Change pavement D to the R/W line (except any subgrade IMMEDIATELY AFTER GRADING. F, 40' Min. for Street Connection atabtllzatlon required for mainline which can be omitted in O .5- as required concrete " " pod 1 -6 sq. x 6 deep 5' Min. pavement 20 Desirable for Commercial Entr. the entrance.) ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MAGHINE-GOMPAGTED, SEEDED AND MULGHED (HAY MULCH - FLOW ® - AL Radial curb or combination curb SECTION A - A and gutter shall not be constructed OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. W 2" min. - 6" max. beepyond the R �lliinee except for III - 111 I" lacement MANAGEMENT STRATEGIES SHEET FLOW INSTALLATION . � %� � When used In conjunction with standard Guidelines for Grade Change D this sGto'bethe GONSTRUGTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS iY � w (PERSPECTIVE VIEW) Standard adjuBted to match the WILL BEGIN AND END AS QUIGKLY A5 POSSIBLE. O screw type mountable curb configuration. Entrance Volume Desirable Maximum N Lu � J � Flog stone to be minimum " of 6 above fop of base bl adjustable � See Standard CG-12 for Curb Ramp design High (more than t5oo vPD o % 3 % to be used with this Standard. g ) SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED A5 A FIRST STEP Q � „ valve box IN GRADING AND SHALL BE SEEDED AND MULGHED IMMEDIATELY AFTER > A A B � see \\\ Medium *500-1500 VPD) f 3 !. 6 % when the entrance radii cannot accommodate the fuming requirements of anticipated heavy INSTALLATION. � _ v � Q m \\\/ locator peg Low less than 500 VPD _ 6 % 8 % truck traffic, consideration should be given to ( ) increasing the depth of adjacent proposed O i. t ED sidewalk to 7 Inches. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE % may be used for entrances INSTALLATION AND MAINTENANGE OF ALL EROSION AND SEDIMENT Q O megolugs \ In cutasect once CONTROL MEASURES. / I .•.'.r: �.: ,;..:: ^'sees... '. �':':;'..; :ti•�;::;;-•�% ..' � e.,. Optional flowline may require warping of a portion of gutter to preclude ponding of water. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THEu (� IY �u POINTS A SHOULD BE HIGHER THAN POINT B. •:.. ,>: CONTROLS SHALL BE GLEANED UP AND REMOVED. DRAINAGEWAY INSTALLATION rr`"�•' '� �� ac;`�::;':;;.�•:::ti � SPECIFICA METHOD OF TREATMENT- ° � ° T ° 8 (FRONT ELEVATION) t°:�'3 :'::�.�� = ` CONNECTION FOR STREET INTERSECTIONS DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND ADDITIONAL GONTROL MEASURES MAY BE N > SOURCE: Adapted from Installation Straw Fabric Filter Barriers for Sediment Control,VA. DS►C PLATE. 3.05-2 ' % ^ % mechanical joint �' 502 AND COMMERCIAL ENTRANCES SEDIMENT CONTROLS. �a of and :,;� swivel tee with F203.08 NEGE55ARY DUE TO GONTRAGTOR PHA5ING OR OTHER ANTICIPATED Sherwood and R t y 6" branch VIRGINIA DEPARTMENT OF TRANSPORTATION CONDITIONS. IT IS THE GONTRAGTOR'5 RESPONSIBILITY TO PROVIDE y ADDITIONAL MEASURES TO TH05E SHOWN AS NEEDED IN ORDER TO o S _ o CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED N m m FIRE HYDRANT ASSEMBLY ACCORD I NG TO THE STANDARDS I N THE STATE ER051 ON AND SEDIMENT N N zl TABLE 3.32-C Figure 9 CONTROL HANDBOOK. Q O O SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA MAINTENANCE ALL GONTROL MEASURES SHALL BE IN5PEGTED DAILY BY THE 51TE Zp, Total Lbs. Minimum Care Lawn Per Acre SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED 5TRUCTURALs1� Nf� MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED rL 'W - Commercial or Residential 200-250 lbs. I I AREAS SHALL BE GHEGKED REGULARLY TO ENSURE THAT A GOOD O~ o 00 00 0 - Kentucky 31 or Turf -Type Tall Fescue 90-100% ENTRANGE PROFILE H:2O V:2 STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS C-4 % a - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% NEEDEr7. x E+ ' n Z o o High -Maintenance Lawn -140 -740 TRAPPED SEDIMENT 15 TO BE REMOVED AS REQUIRED TO MAINTAIN 50% Q Z Minimum of three (3) up to five (5) varieties of N 8 = $ L(? ~ TRAP i_FFIGIENGY AND DISPOSED OF BY SPREADING ON SITE. bluegrass from approved list for use in Virginia. 125 lbs. �+ tm- O + r0 � _ z p z GRAVEL OUTLETS SHALL BE GHEGKED REGULARLY FOR SEDIMENT General Slope (3:1 or less) z, a 01 BUILDUP. IF THE GRAVEL 15 GLOG GED BY SEDIMENT, IT SHALL BE - Kentucky 31 Fescue 128 lbs. ti d� Q N REMOVED AND GLEANED OR REPLAGED. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. LU �? �-ILL # ; PERMANENT STABILIZATION 150 lbsOp Low -Maintenance Slope (Steeper than 3:1) p I ALL AREAS DISTURBED BY GONSTRUGTION SHALL BE STABILIZED WITH ;. PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. - Kentucky 31 Fescue 108 lbs. i - Red Top Grass 2 lbs. - seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. O lh I Z SEDIMENT BASINS AND RIP RAP DAMS SHALL BE GLEANED OUT AND RE -STABILIZED UPON APPROVAL BY THE COUNTY INSPECTOR. 150 lbs_ -735 _ ... _ ... * Perennial Ryegrass will germinate faster and at lower soil Z Q 735 temperatures than fescue, thereby providing cover and erosion resistance for seedbed. i f- s LGI W Ca-12 Taper curb height down �I to O at this point or Po IJns CG-6 W _.._ __ _ s e es se e s W. _,.._..- i ._..,. .seen. ........ continueflulaheight ClY-12 i ** Use seasonal nurse crop in accordance with seeding dates as I M�,O�heeuan spat iT Joint s x e' BanM2 c-a •c. o. c. o. o. o• stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet I i__._. ! Pay CO-12 /T I 1 o.o• .o.o•o•o Cover Minimum Concrete . c V«. 3' Min. co pay u,.co-12 Vor. width Sklowdk seaso. o.e,.o « Sidewalk space o 0 l-� �l z �4 August 16th through Sept.,Oct. Annual Rye November through February Winter Rye ..-_._... .__.. 6��� MATCH EX. ROW Y PAVEMENT .o.o .coo v«. 4' Construction Joint P urns t 12 V _ _ _. _ sees. _ __ __sees._._._ k .c.o e.d � n E-1 ^ *** If Fiatpea is used, increase to 30 Ibs./acre. All legume seed 1L ° I—e'-o'--{ I- °- TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET F -4 r~�vy must be properly inoculated. Weeping Lovegrass may also be P P Y P si 9 Y included in low-maintance during I ter 0 i _ 5 x tY Ban a 12' c-c CONNECTIONS AND COMMERCIAL *Far oomm.etal entrance Mlrnki Concrete ENTRANCES. (Heavy Truck Trafflc Anticipated) Z i ,t E �-+ any slope or mixtures warmer seeding periods; add 10-20 lbs/acre in mixes. N W j rr (P RADIAL PLAN Cover I W see Standard CC- 13 sheet 203.10 Y) O r i 4- 2"R W � o LU A TABLE 3.31-8 _ _._ - � � 30 _... _. _ . 1 I__-_ ------------------ Y�-__'_--.-� -M-- `^ -"-�"--- "-- " " . `M — R w 0+00 -1 0+50 to w F -\IT are • ► Q "QUICK REFERENCE FOR ALL REGIONS" _ .' Sidewalk « b o �' �' �• ''� �o,� o �o�;a . 1.1' Z _ Sidewalk Space �' .a _ '• :o.o. oo,00. c 00 o.a oo.o o .• ► A R C► A. W ,,�1 r , 1--•I <i W Q o'oo � 0°1• o; e ► A ' ' ► . D' ► � •, Q ~ v ` W Rate o• Slope 12 : 1 Maximum . :. ► A . ► . A D Planting Dates Species (lbs./acre) I A --J TANGENT PLAN 6'-0• • •► . '► ► 0, e. ►. 11.5' 12.0 2.5' Sl ISOMETRIC • VIEW D . The bottom of the curb and EX. PVMT. gutter may be constructed Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass rn SECT. X MILL 12"A-1/2ll ©r' when St'dCC-3 Cg-7 Is used cawb romp soar to be claw A-3 Concrete (claw /1-4 H precast) with slip -resistant Integral r-4' b a,a minimum detectable warning surface covering the entire widen of one ramp Ia« (rarrnp floor may be _ parallel to the slope of subbase courses provided a (Lolium multi-florum) & 50 - 100 M TIE I N JOINT I �. ©. (with or witihout buffer strip) r-4• precast « cast In place). The detectable warning shall be provided by an exposed aggregate oochleve a 12t: 1 p slope of 12 : 1. elope finish. Ram shd not exceed a maximum n ep maintained. depth of 7' is This area may be concrete For W Cereal (Winter Rye VARIESi) ll l �� .y�;\ 16 Sfd C�2 Flared skied of curb ramp to be poured mandHhlcily with ramp floor « by using pares y>fnt with required bars « cc-6 m'"'b" `°n''n`"°n r°q' 33X - Use with stabilized Opon-graded option drainage la at the lion of the contractor q layer, the bottom of the curb (Seca) cereals _ --� — -- —_ ll l I/4 I/4 • I --y- G ` '� _ v 3. / 4• f ! flared H ramp floore, c precast. hobs must er provided ec dowel ban so that a c n ingconcrete b *cast in place after placwneni o1 precast romp 60«. Precast oonerete ahoN be close and gutter shalt be constructed parallel sedMP when This curb design speed Is loseof 9 Pad y and to the depthuof the pavement. Feb. 16 -Apr. 30 Anuol Ryegross 60 - 100 LOIIIUm multi-florum ( ) —_ —. ` t' •: v.:. •... :: ' M,� X. SECTION A —A 7' DEPTH To 13E USED yMEN THE E,,,RAf� RADII CANNOT ACCOMMODATE THE TURNING Rewired bare cre to be NO.5 x 6' ploeed V center to center Wang both sides of the ramp REQUIREMENTS OF ANTICIPATED HEAVY TRUCK floor, ma -depth of ramp floor. Minkmen concrete cover ts', TRAFFIC. le Rural highways and 45 MPH or leas In developed urban dt suburban areas. If these design speedo are exceeded Standard CG-7 Is required. 5 x r Ban O 12'c-c Curb ramps will be measured and paid far at the contract unit prow far Hydraulic Cement Concrete sidewalk and Exposed aggregate sidewalk, complete In place. Permissible Construction Curb/sub and gutter slope transitions od t to cure SN pcsn ramps are included In payment Note: Combinationoo cur gutter having a radius of 300' or less (along face of curb) shall be May 1 - Aug. 31 German Millet 50 EXTEND 2I-B SOPS 12 : 1 Maximum Joint far curb/curb and gutter. This item may be paid for as radial combination curb do gutter. (Setaria ItaIICO) PROP. PVMT. 5EGTION l BEYOND .. ' ..'._ • = when used In conjunction with standard Ci « 03? 7, the curb face on this Standard 4 precast « cast M pl«s• • .. to be odjuted to mats, the mountable curb configuration. This Item may leer precast or cast in place. Concrete to be Class A3 if cast to ace. d II 2 - SM-12.5A BAG< OF CURB SECTION B-B artpe located ® They Curb ae to be to be rout. ti whereveronaccessible route Beni+ the right- of- firm es a rests ours unabetrueted, stable. firm, and slip resistant unobstructed, Highway Facility le 4000PSI If precast. ll 60- 21-5 o c� Umits of Exposed aggregate sidewalk . p way of a sowss a curb regardless of whether slaewaxe exlerkp, path connecting oil accessible elsTxrto of a proposed « nonexistent They may be offset from pSdwtrlan «aes 'a' es shown an plane focMty that can be approached, entered and « as directed by the Engineer, but should not be ice fed behind veh.1 stopt lines. Seeding V space 4 ISsewherean widtho sidewalk « sides used by persons with mobility krgdrments. Existing light poles, fie hydrants. drop Inlets, etc. will also affect placement DATE: 04/11/00 Seed shall be evenly applied with a broadcast seeder, drill, hydroseeder. CURB RAMP SPECIFICATION REFERENCE SPECIFICATION REFERENCE 71 COMBINATION 6 CURB & GUTTER SCALE: N/A cultipacker seeder or Small grains shall be more than inch deep. Grasses legumes T`rF I GAL SECT Old RTE 13-70 TURD LAME (PERSONS WITH MOBILITY IMPAIRMENTS) 502 105 planted no one and shall be planted with no less than 1/4" soil cover. 20309 Revised 3-25-9e VIRGINIA DEPARTMENT OF TRANSPORTATION 504 502 VIRGINIA DEPARTMENT OF TRANSPORTATION NOT TO SCALE o1.03 DESIGNED BY: JJT FILE NO. 2079 SHEET 03 OF 03 GENERAL NOTES LEGEND VICINITY MAP Z EXISTING INTERMEDIATE CONTOUR -- ---- --� _ 33 ------•-''' 3 ; ,T ' % .ti ' ` t� f,, SCALE 1 " = 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of P I g P _ a a�n EXISTING INDEX CONTOUR -- u ..,�, m � 3,90 a > �. r.+, ,k rF ' ' UJ Count construction standards and specifications and/or current VDOT standards and specifications. Y P Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and .. a`'< ; °: ° r' Sediment Control Regulations and any other state, federal or local regulations applicable. In the between these the be PROPOSED CONTOURUJ ° ' sst �• ' ' `� " 1; :; 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, event of conflict an of standards, specifications or plans, most stringent shall Y P P g EXISTING EDGE OF PAVEMENT -- EX E/P -) ; J ; y lj r,� }'=� "- ✓ Z must be provided prior to issuance of the site development permit. The approval of these plans in no way govern. PROP E/P +• ;' t; ' L: ► l i..�' -'' , ? ' relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and PROPOSED EDGE OF PAVEMENT , r EX C&G f% �l• �.� „�v .;1�. Control Handbook. Health Administration and VOSH Rules and Regulations. EXISTING CURB AND GUTTER !a ry �`;* i1 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g g P (VDOT) prior to construction in existing State right-of-way.PROPOSED V3. When workingon VDOT right-of-way, all traffic control, whether permanent or temporary,shall g Y� Ph CURB AND GUTTER PROP C&G 5 .« ,�': l.: „- : ! '.� ��,�, QF ,, ;;> ti < < 4 z �; i_ ' m ;: { o W 01 o u7 be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all - TM SITE S' - o CO eo 4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is PP P g P Y P required under State law. traffic control fla ers must be certified in accordance with the latest edition of the VDOT Road and gg Bridge Specifications, Section 104.04-C. - _ CG 6 CG 6R TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE`�;;;:I ,� ` „ * _ x ,`. ?y' 7� �'`. ;-4; t ,. �! . 4 L , 4 , t , N - << co C\2 co ' 5. The exact location of all guard rails will be determined b VDOT personnel. A joint inspection will be held g Y P ] P V4. The developer shall be responsible for relocating, at his expense, an and all utilities, including P P g� P Y g y ..M • , ,`, 'r' �. a o�F�;y.l� �a...,Q=x a CO Transportation traffic signal unction boxes controllers etc, owned b VDOT or utility company. It is raf PROPOSED TELEPHONE LINE -- -� say l f "tr•- ,-¢y!!,c! ' r (J- '•- c-_'- b' u3 W I rn with the Developer, Count Representatives, and Representatives of the Virginia Department of P Y P P g P P poles, private g p y p y,. _.•, �,. ,.i a. v, +.- `; + J.' �L ^ ,� (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P g g P Y j P the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. EXISTING STORM SEWER -�� r E�. 15 ftCr ��_ - PROP. 15" RCP -eata I •�•d __ ; ...f' �• -. '� ;� ,l. ',�?.. '' , . , ' . �`� . f1 ; , ;`lr..�� t r,;, .. �,: R .. r %' .✓ I�,' ,• "+;, d y x �, CV C\2 I Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. PROPOSED STORM SEWER„ e, ��, rj o 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a V5. Design features relating to field construction, regulations, and control or safety of traffic may , q ••., � '? t (:`� �. t � r.�; , ` �.E„ _1 � Ln representative of the developer must be available at all times. be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of be the the developer. EXISTING SANITARY SEWER •�-� •- � any field revision will responsibility of SEWER SHEET INDEX. E-� f� 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic PROPOSED SANITARY Control Devices (MUTCD). V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING ELECTRIC SERVICE - -- -L------- ---- SHEET 1 COVER SHEET land use permits for any work on VDOT right-of-way. a SHEET 2 SITE PLAN 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged PROPOSED ELECTRIC SERVICE embankment. and held by the engineer and/or developer with the attendance of the contractor, various County a) O N 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less agencies, utility companies and VDOT prior to initiation of work. EXISTING GAS LINE �' than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G 0 0 V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for o w cn 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PROPERTY LINE on the plans and as required at the field inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the FLOW LINE - 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall adjacent public roadway through construction and maintenance of a construction entrance in PROJECT INFORMATION be minimum 6" diameter and conform to VDOT standard SB-1. accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, FENCELINE - --'- #--T-- access to other properties affected by this project shall be maintained through construction. The EXISTING POWER POLE -( 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than Developer shall have, within the limits of the project, an employee certified by the Department of PARCEL IDENTIFICATION NO. 64B-(A)-13, 14, & 15 one litter receptacle shall be provided at the construction site. Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation STREET ADDRESS: 360 FRONT ]ROYAL PIKE w control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING TELEPHONE POLE TOTAL AREA: 2.86 AC E 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to P q g /P at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. -- PROJECT AREA: 12,952 S.F. � � entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING WATERLINE W/ TEE ��-- a whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and q g g PROPOSED WATERLINE W/ TEE � e T � 9® DISTURBED AREA: 12,952 S.F. z 0 ci o condition at all times. at the end of construction. CURRENT ZONING: B2 as z - 14. • Notification shall be to the appropriate utility company to construction of water and/or sanitary Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED FIRE HYDRANT c� CURRENT USE: ICE CREAM FACTORY PROPOSED USE: SAME O 0 z a ca given prior sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut 36' cover and, when possible, to be installed under roadway drainage facilities. W o E• q sheets, and connections to existing lines. EXISTING WATER VALVE F.A.R. CALCULATIONS W >' c, E V12. Any unusual subsurface conditions encountered during the course of construction shall be w z E. z zo 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity PROPOSED WATER METER ® LOT AREA=124,581.6 S.F. o a, o 0 a) standards and specifications of Frederick Count and/or Frederick Count Sanitation Authority P Y / Y Y until an adequate design can be determined b the engineer and approved b VDOT.v. q g Y g PP Y EXISTING REDUCER _ .� l� ®-- SETBACKS x c, 5 w EX. BUILDING AREA = 24,354 S.F. �' a w x w x w a w a: 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All fill areas, borrow material and undercut areas shall be inspected and approved b a VDOT P PP Y PROPOSED REDUCER FRONT = 50 PROP. BUILDING = 6,370 S.F. o a a a a contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative STOP SIGN TOT. BUILDING AREA / LOT AREA = 0.247 < 1.0 Ga a w ca w A w a w prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing shall be present to insure the sample obtained is representative of the location. When soil samples SIDE/REAR = 0 w A m S m S v, v, a utilit verification and the proposed construction. Y P P are submitted to private laboratories for testing, the samples shall be clearly identified and labeled P g. P Y VEHICLES PER DAY COUNT 100CALCULATION WINDY HILL LANE SIDE = 35 LANDSCAPED AREA C C CATION w w 5 w 5 w w as belonging to a project which will be accepted by VDOT and that testing shall be conducted 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a according to all applicable VDOT standards. PROPOSED STREET NAME SIGN + (CALCULATIONS BASED ON TOTAL AREA OF PARCELS 13, 14, AND 15) result of his construction project within or contiguous to the existing right-of-way. P g g g Y' PROPOSED SANITARY LATERAL CLEANOUT MAX. BUILDING HEIGHT: 35' LANDSCAPED AREA = 47 214.13 S.F. 0 0 0 0 0 0 0 0 V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be W 0 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method SANITARY MANHOLE IDENTIFIER 12 LANDSCAPED AREA REQUIRED = 15% (18,687 S.F.) F 0 CO \ CO N N CIJ must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site A, within plus or minus 2% of optimum moisture for the full width of any dedicated street LANDSCAPED AREA PROVIDED = 38% q Co 0 0 •.4 0 oQ 0 CO 0 19. development permits. The developer will be responsible for the relocation of any utilities which is required as a result of his right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A tests be to VDOT final VDOT STORM DRAIN STRUCTURE IDENTIFIER 0 PARKING CALCULATIONS ,� copy of all shall submitted prior to approval. project. The relocation should be done prior to construction. 1 SPACE PER 250 SF (OFFICE) V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and EASEMENT LINE SPACES REQUIRED = i,720 SF / 250 = 7 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected further where determined necessary by VDOT Inspector. in accordance with state law. In the event gravesites are discovered during construction, the owner and CENTERLINE 1 SPACE PER EMPLOYEE WAREHOUSE (WAREHOUSE) engineer must be notified immediately. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. EXISTING SPOT ELEVATION 12.0 SPACES REQUIRED = 22 (NO INCREASE WITH THIS PLAN) 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION 715 3 TOTAL SPACES PROVIDED = 30 22. Controlled fills be to 95% density determined by "A" markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall high intensity The EXISTING TREE DRIP LINE (USING EXISTING PARKING AREA WITH NEW STRIPING) >0 shall compacted of maximum as method per standard with sheeting. proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of Sign shall be of a type found on REQUIRED HANDICAP SPACES professional engineer and results submitted to Frederick County prior to pavement construction. If a pavement. posts geotechnical report has been prepared, it should supersede the requirements in this note. VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. 1 HC SPACE PER 25 SPACES 14 SPACES PROVIDED = 30 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V18. The developer must provide to the local . VDOT office a list of all material sources to HC SPACES REQUIRED =2 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement . prior of excavation or demolition. Names and telephone numbers of the operators of underground utility lines construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local VDOT Residen.cy Office prior to acceptance of the work. Unit and total pricesmay HC SPACES PROVIDED =2 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical REQUIRED LOADING SPACE 1 SPACE PER 40,000 SF FLOOR AREA SPACES REQUIRED E- c UTILITY CONTACTS APPROVED BY ZONING ADMINISTRATOR spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to =1 ENVIRONMENTAL FEATURES SPACES PROVIDED = 2 Z checking stone depths, a VDOT representative shall be notified and the opportunity to be PERCENT Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 given present during the construction and testing of the density control strip. FEATURE DISTURBED "A" > P.O. Box 2400 THE REQUIREMENT FOR A CATEGORY BUFFER FOR THIS SITE E- Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road. FLOODPLAINS 0 WAS WAIVED BY THE PLANNING COMMISSION ON AUGUST 16 2000. W W �' Signature Date g (540) 869-1111 and Bridge Specifications -Section 315. Density will be determined using the density control strip as LAKES & PONDS 0 �--� specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. WETLANDS >1AC 0 W W A certified copy of the test results shall be provided to the Residency Office. A VDOT representative Q Phone: Bell -Atlantic shall be notified and given the opportunity to be present during the construction and testing of the Site Plan shall be valid for five (5) years from date of approval. SINKHOLES 0 (D �Tl (� O f % P.O. Box 17398 control strip. NATURAL S.W. 0 W �j a Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 V21. Approval of these plans shall expire three (3) years from the date of the approval letter. DETENTION AREAS STEEP SLOPES 0 > O �71 41:� �4 Power: Allegheny Power V22. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. / C >15% W '-' C-) P.O. Box 1458 Hagerstown, MD 21741 l f i WOODLANDS 0 Q � W 1-800-654-3317 ® Q NO PROPOSED SIGNS, OUTDOOR LIGHTING, STORAGE AREAS, OR TRASH RECEPTACLES ARE PART OF THIS PLAN FIRE MARS HALLS NOTE 4V-A NO NEW UTILITIES ARE PROPOSED WITH THIS PLAN. MA Fire lane markings and signage: j Prior to commencing site grading operations, a land disturbance permit shall be obtained from Frederick County Public Works LT F COVER . SHEET cc12 Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. MARK D. SMITH Project Name: Project Number: No. 022837 w BER GA ICE CREAM �� N 2079 ZONAL Magisterial District: Date of Plan: (Month, Day, Year) INSPECTIONS DEPARTMENT NOTES Shawnee 4/11/00 Owner: Address, Including Zip Code & Telephone No. Addition shall comply with the Virginia Uniform Statewide Building Code PROFESSIONAL SEAL & SIGNATURE 360 Front Royal Pike and Section 311, use Group S (Storage) of the BOCA National Building Mr. Dave Garber Winchester, VA 22602 Code/1996. Other codes that apply are CABO A117.1-92 Accessible and THESE PLANS ARE IN CONFORMANCE WITH (540) 662-5422 DATE: APRIL 2000 Usable Buildings and Facilities. FREDERICK COUNTY STANDARDS AND er: Develop Address, Including Zip Code & Telephone No. ORDINANCES. ANY DEVIATION OR CHANGE (Same) DESIGNED BY: JJT Note Section 705.2 of BOLA for exterior wall fire ratings to property lines. IN THESE PLANS SHALL BE APPROVED BY (Same) (Same)THE ZONING ADMINISTRATOR PRIOR To (Same) Same CHECKED BY: MDS ' CONSTRUCTION Engineer Certifying Plan: Address, Including Zip Code & Telephone No. Section 1110.2.1 Exception #1 (ADA 20% rule for additions and renovations) shall apply. All required building egress shall comply with accessibility. 151 Windy Hill Lane JOB NO. 2079 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 3 ON -SITE PAVEMENT SECTION NOT TO 5GALE b' SUBBA5E \DOT 5TD. 6R-216 RNEM Mffiffl:_ COMPACTED 54JB6ZADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VOOT VTM-I METHOD) FNMTSECT 4" DIA STEEL PIPE FILLED I^UGONGRETE 36" ABOVE GRADE AND IMBEDDED IN c,ONGRETE FOOTING GRADE -� , 2' 1.5' GONGRETE FOOTING TYPICAL BOLLARD DETAIL BOLLARD (NOT TO 5GALE) a NEW HYDRANT TAP BY F65A HYDRANT LOCATIONS I"=100' \ APPROX. HYDRANT --�— LOCATION a EX. HYDRANT LOCATION ADJOINING PROPERTY OWNER'S MAP 8 4F / rs m10 LLJ TN a212� 1 ff ZONrQ1. 82 J ZON USE: OFFICES _. .-._. __. .. SHENANDOAH L"VERSITY TM 848-A-16 ZONING: 83 41 16 USE: OFFICES D. s ARLENE D. SABTH - \ TM 64-A-41 I ZONING: 82 USE: OFFICES LAWSON S. ^ TM 848- 1 `" ZONING: 1 USE OFF JASBO INC. TM 84-A-8///�\ MELCO INC. _� MELCO INC ZONNG: M2 \ ) TM 648-A-19 TM 848-A-18 TRUCKING DEPOT `/ ` ZONING: USE: USE: OFFICES IJ tp MARK D 4 ARLENE D SMITH T.M. NO.: 6 4-(A)-41 ZONING: B2 PROP. SILT FENGE PER VESG 5.05.2 USE: OFFICES Y \ 736 --- 734 734 . -- a__..�_...o__,.�-..�,.� ..._.__ "~ �40 ..,Y.._. _ N 02°33'36" E "`_` .-.:::-W_ �,,� . tx. .,A�v� � ��.S 323R .S,0 2 �_ _�_ - `,73c3 RIM=74 •99 Jyf 7` N INV=73 .78 -- -"-.,._ 6' chain I(nk fence 3QJI_c{I' ": p -- - N _. _..._._._ � ..._...__ . .__..._P. . 263' - 10" HI-Q GPP ®I. min. ° m V 6 FT TRENCH DRAIN o N3 Ln 12 FT DOOR i RIM = 743.25 - Q ru. - 4+ X ,t INV = 142.25 IN = O, + ! NEENAH R-4GG0-1DX1 GRATE O E. TOTS, D. A. TO TRENCH DRA 34 AG N + \ TAINING WALL (TYP) ROOF DRAINS 5HALL2D15GHAR6E 4�.0 x LARDS (TYP) TO TRENCH DRAIN COMPACTED STONE " MODIFICATIONS TO EX. 5EWEIR �o 1 21 tu RIM=7�i � j 1'•`''•� a v �� INV-729.39 X `-"�"— + EG_f -I MITER IPE END \---' w J 1 �_l._. W — EG- G i31.1 ----c cD cD � T/G �32 4 T/C -733.14 14' ATFRAL SUBJECT TO CITY REVIE l ` ` *ru 11 i ROPOSEI� WAREHOUSE T45.o J j = P N + kz c l 6,160 S.F.TOTAL w J o c N a c J W `� Z° F w ro o ,.-x x- a -- J Q� J m a c FF EL`EV.= 747.25 J / "J J / Q - �o �---HEIGHT _ 25' w +P -- - _ _ m _ . _-- ------.___- _ . 0 U Q ww I Z X o - _ Q C) / o block bldg. Q o W ti J + � O Jayy 0 X ° $. m W G T cn LUy J V n w d n o pN Z o ('i N / Q Q. GARBER IGE GREAM CO. 45 K) T.M. NO.. 64B-(A)-1 S ° �' ZONED: B2 E4 3 DOCK DOORS (2) ' • _�^ N �. z block bldg. USE: IGE GREAM PLANT �p •• � \ , Y � w / � •, ( e ° .. ^• Cri cone , _ - P OP. 10" GONG SLAB + limits " block bldg. ^ �" approximate structure r r. ^' -.. . _.... _. .. Ike/ ^; \ / w ' e I ^ " aroximate structure limits. PROP. PARKING LOT STRIPING �04 _ € 516N: "ONE WAY - DO NOT ENTER" METAL TRAILER METAL TRAILER mow,. .,:, •... METAL TRAILER o O parking lot u;.::.•:, .:,. - 22.0'' METAL TRAILER 50' FRONT SETBACK C Dl�o GARBER IGE CREAM GO. TAM. NO.: 64B-(A)-14 --� o ZONING: E32 a approximate structure limits USE: IGE REAM'PLANT (o 1 m , N) 4� 9 5 03 ° 4b" 5" W —156.ao' approx. entrance location entrance (on grade) ex. sigqn o 0 Q E'• O 324 o 10 o u m N 135.10 p < � II +.� P c 2. rz TIC -734.42 - m W rX N V P t1l INV. �731.4, MITER PIPE END ! I n I� + o� J —20.0' TYP :--- � ,n Cb J LOCATION OF WATER SERVICE 8�j Jr r, W TO BUILDiN6 UNKNOWN EX. 0-7 W PROP. PARKING LOT STRIPING -- RROR R --- / / ^ R ID / LJ J R�- 522 It It 7N Cep 0-0 GPP) = ODII °) o GLmRr FROM POINT TO P011tT PA OA (acres) RIXIOFf CHEF. (6) GA INLET T6 (MIW 1 (I w 0 00) 05) SLOPE (FT/FT) ffla{f, B (IW WIDTH, W X DES. LAP. 05) vs- (FTW) FLOW TIFF (4w NOTE5 O k NCR. KaH. I STR I OUTLET A 034 0.40 031 031 5A bb 2A8 OD10 10 10 2N 4.1b Ob W-0 GPP Ok Co ent Once I Ii -i f O lid I o c a° f _ 4� O Ut �fN rill RBER GE GREAM CO. T.M. N 64B-(A)-13 ZO I NG: B2 IGE CREAM PLANT 1 I u v + UZI J IA El 5,0 J i II II W Cb iA in 20 10 0 20 Ids rn� 00 �= SCALE: 1" = 20' CD Z Ec Uj W Z M Wc\2 o In 00 Qa� � f0 a- bz �� I rn Z � x' o I Ln C\j o W �, O Ln U a CD Lj N E- 4, � m � (1) o '~ Q) tw IN >~ o W U] ~ zUJ w — F- m Q I w O 1= is) v z Q v z � ILI > m z O Q �z Q O O O� v � Q v Q v 1 rY)-I z Z z W O::� Lu Q O v > v > LU CLQ� CzWUJ Qa Q � � � z Q���Q Qo_J UJ LLJ Uj w V 1 (zl O O O O p 0 0 p E-1 m m m 6 N Q 7 (� (Z 00 O O O O O � r MARK D. SMITH NNoo.022837 Q4 s`sIONAI, >0 a O V � a� P, W Q Qo � W � �w W m DATE: 04/11/00 SCALE: 1" = 20' DESIGNED BY: JJT FILE NO. 2079 SHEET 02 OF 03 i u 0 0 0 In lT 0 0 m c ro lv m 3 CV 0 CD m r- 0 wU CD m ti L a) c En w m L CD i lT 0 r„ U) ii O CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX. —y I Jill FLOW III "' ..��r••--•��� III "' 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Adapted from Installation of Straw and Fabric Filter Barriers for Sediment ContmLIl . DSTC PLATE. 3.05-2 I and Tyant TABLE 3.32—C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre — Commercial or Residential 200-250 lbs. — Kentucky 31 or Turf —Type Toll Fescue 90-100% — Improved Perennial Ryegrass * 0-10% — Kentucky Bluegrass 0-10% High —Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) — Kentucky 31 Fescue 128 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. 150 lbs Low —Maintenance Slope (Steeper than 3:1) — Kentucky 31 Fescue 108 lbs. — Red Top Grass 2 lbs. — Seasonal Nurse Crop** 20 lbs. — Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtall Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flotpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low—maintance mixtures during warmer seeding periods; add 10-20 lbs/acre in mixes. TABLE 3.31-8 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (lbs./acre) Sept. 1 — Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi—florum) & 50 — 100 Cereal (Winter Rye (Secal cereale Feb. 16 — Apr. 30 Anual Ryegrass 60 — 100 (Loliium multi—florum) May 1 — Aug. 31 German Millet 50 (Setoria italics) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. 1� / thrust block d 6" dia. schedule 40 steel pipe filled with - concrete and painted yellow 18" dia. ,.: `.. , concrete :.;; encasement ;4 7' BOLLARD DETAIL direction of setting to be approved prior to installation as required J, J concrete pad 1' 6" sq. x 6" deep 2' min. — 6" max stone to be minimum screw type of 6' above top of base adjustable valve box locator peg 6" branch FIRE HYDRANT ASSEMBLY Figure 9 ENTRANGE PROFILE H: 20' V: 2' Zc 735 tzU I 0 LU 730 • i� �i�•�i� rift%�%'• PROP. PVMT. SECTION 2" — 5M-125A 6" - 21-8 0+50 5' I /4 a I' — —A<3, MAX, EXTEND 21-B P BEYOND BAGK OF GURB TYP I GAL. SEGT I ON RTE 13-10 TURN LANE NOT TO 5GALE 735 730 CG-12 I XX Street approach some (radius to be as q surfacing as mainline --j roadway shown on plans) (Radius to be as Radial mbination shown on plans) r2" 4" � curb and gutter B (St'd. CG-6) 6" I 6" Class A3 (H.E.S I�' Optional Flow Lin Concrete • xponsion nt n I Expansion Joint A I SECTION C—C Note: Width 'B" 2'-0" or as Mainline roadway shown on typical.*ectlon. PLAN VIEW iJ Construct Grade changes with a parabolic curve. 10' Parabolic Curve Edge of shoulder 8X Max. or Optional Flow Line Slope Change E D When St'd. CG-11 is used for entrances built tI lth VDOT t I Mainline Roadway to con Jura on w pro jec s, pease note the following: 8X Max. (i' Slope Change g D )K)K Mainline pavement shall be constructed to the R/W line (except any aubgrade 40' Min. for Street Connection stabilization required for mainline pavement which can be omitted in 20' Desirable for Commercial Entr. the entrance.) 5' Min, SECTION A — A ® Radial curb or combination curb and gutter shall not be constructed beyond the R/W line except for replacement purposes. When used in conjunction with standard Guidelines for Grade Change D CG-3 or CG-7, the curb face on this Standard Is to be adjusted to match the mountable curb configuration. Entrance Volume Desirable Maximum High (more than 1500 VPD) 0 X 3 X See to betused rwl �thts Standarfor d,Ramp design Medium *500-1500 VPD) 3 X 6 X When the entrance radii cannot accommodate the turning requirements of anticipated heavy Low (less than 500 VPD) 16 X 8 X truck traffic, consideration should be given to CG-11 increasing the depth of adjacent proposed sidewalk to 7 Inches. X Optional flowllne may be used for entrances In cut sections. Optional flowline may require warping of a portion of gutter to preclude ponding of water. SREF RN ENCEMETHOD OF TREATMENT- 502 CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES 203.08 VIRGINIA DEPARTMENTi OF TRANSPORTATION Min. �rwmsure Pay LIne CO-12 T - T une 010-12 4' Min- sbe,vegr eYer. space '"s� I — \- 5xe'Sam 0tYc-c RADIAL PLAN cow Mt%�n«.te A pertnhome e -o- -0- Canetruatian Joint B Var. width B Sidewalk or Sidewalk b 1 Taper osb height dose �) io 0 of this point or at full height Brim applicablecontinue . �Lln z *5 x e'Boi 2• a—O •O.O• O. O.O. O• Minknum Concrete �oo•o• o•o•oo 0 Var. 3 MIn. Var. width=ldewal Cover 1!�' . o, o, . o. o• o• o. o. o or Sidewak Spam o Permissible Y Conebucflan Joint IP Line Ca-12 a ,d TYPICAL ALTERNATE RADIAL PLAN zo FOR USE AT APPLICABLE STREET CONNECTIONS AND COMMERCIAL For commercial enbance ENTRANCES. (Heavy Trunk TraMo Antklpatad) l.H Standard CG-13 sheet 20 O A `i TANGENT PLAN �` e;a• ISOMETRIC VIEW �7" when st'dcr-3 Cg-7 M used. curb romp floor to be does A-3 Comets (close A-4 N precast) with ellp-nWtant Integral 7'-e Is the minknum detectable warning wwrace covering the entire width of the ramp floor (ramp floor may be Sidewalk Area requkwnent to precast or oast In place). The detectable warning shall be provided by an espwed aggregate © (with or without buffer strip) e' Std. 03-2 I 7'*� achieve a 12 : 1 slope ' finish. Romp shad not exceed a maldrnum slope of 12 : 1. Flared or Ca-e 33% - 4 sides of curb ramp to be poured mondNhkady with romp floor or by using per - mtesiblo co sbuctlon Joint with nxluked bars. 4• f H ramp floor Is precast hales must be provided for dowel bon so that adjoining flored sides con be cost In dace alter placemmt of precast rare floor. Precast concrete shad be does A-C 7. DEPTH TO BE USED WEN THE ENTRANCE SECTION A— RADI CAtNOT ACCOMMODATE THE TURNING R*WhW ban as to be N0.5 x e' placed V center to oenter along both eldss of the ranp floor, floor. Minimum 11L•• REQUIREMENTS of ANTICIPATED HEAVY TRUCK mid -depth of ramp oonarete cover Curb romps will be meauxed and paid for at the oxrboat unit prose for Hydroullo Ca nent 5 x If Ban O 12•c-c Concrete Sidewalk and Exposed aggregate eldww'dk complete In plow• ' Permissible Construction Joint Curb/axb and gutter slope Vonsrilons odpemt to curb romps are Included In parnent Slope 12 : 1 MaAturn for cub/curb and gutter. This Item may be precast when used in can fiction with standard CG-3 or 00-7. the curb face an this Standard le • adj,sted to match the mountable curb configuration. • k • • + Aowseibl. b d.Med Curb Ror npe are to be located as shown an the plan or as directed by the Engineer. SECTION B—B route as o continuous stoWa firm redstart They are to be provided at Intersections wherever an access"* route Il9Ymhin the right- of- Highway Facility b '40 L.Ynib of F.o�oeed oggrwpob sldwdk unobafructed and eflp path connecting all 000eseibls elsrnrnb of a way of a drosses a curb raoodees of whether sidewalk exlsHng. proposed or nonexistent. Ttney may be of%* from pedsatrtar oosswdks as shown m pions foclNy that can be approached, entered and or as directed by the Engineer. but should not be Iota behind vehicle stopt Nnea B Treatment when width of sidewalk or @Wewx& used by persons with motility, knpdmxxnta Existing light poles. firehydrmte, drop Inkrta eta will also affect placement. .paw Is Ise. than 7'-+• CURB RAMP SfECIRCA ERENCE (PERSONS WITH MOBILITY IMPAIRMENTS) 203-•09 Revised 325-ss VIRGINIA DEPARTMENT OF TRANSPORTATION � 504 ER05ION AND SEDIMENT CONTROL NARRATIVE: ER05ION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURE5 SHALL BE CONSTRUCTED AND MAINTAINED AGGORDIN6 TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE STATE EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. \/EGETATI\/E MEASURES PERMANENT OR TEMPORARY 501L STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADING 15 REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAY5. PERMANENT 501L STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX W MONTHS. TOP501L THAT HAS BEEN STOCKPILED 15 TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE-GOMPAGTED, 5EEDED AND MULCHED (HAY MULCH OR STRAN FOR TEMPORARY AND/OR PERMANENT VE6ETATI VE COVER. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE 5EG2UENGED SUCH THAT GRADING OPERATIONS WILL BEC71N AND END AS GIUIGKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE 51TE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL ER05ION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE GONTROL5 SHALL BE GLEANED UP AND REMOVED. DEVICES L15TED ABOVE ARE CONSIDERED MINIMUM ER05ION AND SEDIMENT GONTROL5. ADDITIONAL CONTROL MEASURES MAY BE NEGE55ARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED GONDITION5. IT IS THE CONTRAGTOR'5 RESPONSIBILITY TO PROVIDE ADDITIONAL MEA5URE5 TO THOSE SHOWN A5 NEEDED IN ORDER TO CONTROL ER0510N AND SILTATION. ALL MEASURES SHALL BE INSTALLED AGGORDI N6 TO THE STANDARDS IN THE STATE EROSION AND SEDIMENT CONTROL HANBBOOK. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR H15 REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEA5URE5 ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND 15 t IAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT 15 TO BE REMOVED A5 REOUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND D15POSED OF EW 5PREADING ON SITE. GRAVEL CUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL 15 GL066ED BY SEDIMENT, IT SHALL BE REMOVED AND GLEANED OR REPLACED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT 5EEDIN6 IMMEDIATELY FOLLOWING FINAL GRADING. SEDIMENT BASINS AND RIP RAP DAMS SHALL BE GLEANED OUT AND RE -STABILIZED UPON APPROVAL BY THE COUNTY INSPECTOR. 2'R r ► ► . .D► D' to f� . A _ • * The bottom of the curb and gutter may be constructed parallel to the slope of 6. 2'-0' subbase courses provided a minimum depth of 7' is maintained This area may be concrete For use with stabilized roded span-g at the option of the contractor drains a Io q yew, the bottom of the curb This curb may be used when Is and gutter shalt be constructed parallel the slopeoftsubbase courses design speed 40 MPH or lees and to thto d of the pavement. paverrlent on Rural highwoys and 45 MPH or less In developed urban Ac suburban areas. If these design speeds are exceeded Standard CG-7 Is required. Note: Combination curb h gutter having a radius of 300' or less (along face of curb) shalt be paid for as radial combination curb do gutter. This Item may be precast or cast In place. Concrete to be pose A3 if cost In place, 4000PS1 if precast. RACE COMBINATION 6" CURB Bc GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 01.03 0 Z ix W LU Z t� Z W o mCO C to �to 33 � 1 to Z►� I to CV UJ ; �� rJ 4 i; .5.0 ?, b .4 w)�n O O E- _J Mee 0 Q 5� o H m m N N Q >0 a 0 E� Q Z a� �0 W � �o 0 Q U Q �W W M cc a DATE: 04/11/00 SCALE: N/A DESIGNED BY: JJT FILE NO. 2079 — SHEET 03 OF 03 x