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HomeMy WebLinkAbout50-01 Fairfield Inn & Suites - Shawnee - Backfile.7 �,° ° /`� 5'R a ZONED: 15-22e USE: COMMERCIAL ���.Y:..' OQ ¢°�\����� t' �J3�� 5'R TM 64$4(1))-2B / row , - DEPRES �e _ 55' �Q URB, 2 LF Q 24 20 �21 N/F JANET G. ZIVIELLO �5 DB 164 P 501 N/- GKN PARTNERSHIP 4 BUILDING / / ', USE.VA ANT p(�+ O 39.9' DB 589, PG Ill EX. 10' 5AN_ 5EW. E5MT. TM 64B-((1))-4 9'. -'; G,�•:' • °'LO ZONED: 5-2 //° 0.11 Ac. USE: COMMERCIAL D B• 453, PG. 323 *. CG-12 FLAGPOLE S • "" �(�� 10' Q, ' TM 6EX. PAVED 4$-((1))-2D I -s, 5' oNG. 5/W I PARKING 4?P TM 64540))-5 \O '• ' ' �? T`' "1 �. 'j ZONED: 52 6 110 CG 6R vY `' r b fzGp �' 9H A5MY,U5E: VACANT \ -12 \� Z w 124 Ac. \\ 9 R POP. 20 TM. I \ O� D G. 5M 1 �Iw G-12 15 R 4.51 . 4.5'R \ � N/F SUNNYSIDE I LLC \ � -a -13% $ PARCELS TO BE 3 R O ' DB 5-14, PG 5 1514 EX. PAVED \\ 'R 9' (TYPJ - CONSOLIDAT ED 29' '• 6.75 R ZONED: $-2 PARKING �\ �/° 5'R EX. 54" CMP EX. HEADWALL ' 4 ' , MATCH LINE THIS STET NOTE: NO CONSTRUCTION ACTIVITY WHATSOEVER EX. DITCH + N/F BILLY AU OR ENTRANCE ONTO THE LIMITED AGEESS RIGHT- X-SECTION X fieD$ $25, PG 820 OF -WAY 15 ALLOWED. 1 'PZONED: 5-2 �\ \ USE: RESIDENTIAL EY., 54N MP APPROX. LOC. EX. R/lU LL CONSTRUCTION WITHIN �� � TM 64$-((A))-I \ TOP=68900 LIMITED ACCESS R/W SHALL + \ DENOTES TEST Pit REQ.'D EX. 5AN. MN INV=679.36 IN BE BY VDOT PERSONNEL �'� ti INV=6i9.28 IN ONLY. lG�c° TO DETERMINE EXACT TOP=695.99 INV=679.20 OUT Ex. FENGI=L1`� - - �„ - - ��� -{-/s 1-IORIZ. a VERt. LOCATION INV.=688.64. } - l --_ _ 'X, - - a o, o ��o� WET to N/ MARILYN J. ROAN t TAPPING SLEEVE E, E ALS �\v Pam_ EP � PP � ��� � d�'�o,� �s^r�_ s \\ a+vALVE CONNECTION DB �618, PG 154 ZONED: -2 EX. TWIN 1 "GMP'5 / ,:,, o USE: COMMERCIAL 86 GRAVEL DRIVE PP �� x off.. TM 64-((A))-5C CONTRACTOR MAY FIELD ADJUST / � � 36 RCP STORM SEWER TO THE EX. MAIL N/F JAMES A. GARBER ®\ , WEST IN ORDER TO SAVE EXISTING BOXES � Q DB 219, PG 144 0 TREES ALONG GARBER LANE. PIPE g.08 ,��G ZONED: 5-2 MAY BE LOCATED UNDER EXISTING �� USE: RESIDENTIAL ® ,.� i 5 �v `ti�� �?c ��� EDGE OF PAVEMENT AT VDOT'S i, TM 64A-((A))-2 °,,)j, e�� \ r \ EX. 5AN. MP DIRECTION. i�Nl�'` - j EY. BLOCK vj�\ ��9 Q�� 1! TOP-701.®0 �I X. SIGN PROP. DOGHOUSE / `\"% INV.=692.57 ' GAR. MANHOLE E . CMP'� + ALL DRIVEWAY ENTRANCES ?, _ ® PROP. 12'x3O' CONG. DUM�ST R M/ 2 \ SHALL BE RESTORED TO / O� �' PAD W/ ENCLOSURE \ TO B RE OVED Q M THEIR ORIGINAL CONDITION PROP. 6 SAN. Ct) (SEE DETAIL) \ S G� . fD 2.0890 A 6. \ AND PROPERTY OWNER'S CAT ACCESS SHALL E3E PROVIDED / ALL TIMES, EX. WOODEN Ile cio \ \' RETAINING WALL 6 N/F JERRY L. 4 PATRICIA B. GRIMES /� • ? a, w V, N/F SOUTHERN FASTENERS, INC. / :'�:� ` ,, ,p DB 405 26) \� \ DB 649, FIG 51> .... ZONED: 8-2 ZONED: 5-3 PROP. 296'-12" PVC USE: RESIDENTIAL o o e � USE: COMMERCIAL ROOF DRAINS 2.08i� �• .�o o � � �• � N/F BILLY AU � \, TM 64-((A))-5$ 0 � p ' :: • F 5M o o � x ® e \ TM 64$-((1))-IA o+G �° ��.�� 83; ' e,s� Ex. 5AN. MIS EX. 18" GMP TO �� 4 DB 828, PG 820 0, BE REMOVED a t : xO ar ZONED: B-2 > �¢��p�p °� �Gj� 24 / <? TOP="1i2.8?. REPLACED W/ 21 .}(GP �„ �.p ® USE: RESIDENTIAL Ex. METAL 3 7 \ SHED ° G fop �� . , Drn ( P.) 6` 'o INV. = 7Q>3.54 TM 64$-((A))-1 '� \ s +V1, �,, Y\11 x �' Ge ��J �.� • s �. �� �� v�� -4 �y EX. SIGN e \ ��� N CORDON ENTERPRISES, LLC � �`�' V 4A oc 'i D$ 920, PG '169 ,. ; • . ; `• •: EX. CONC. H/U1 r°� \ �` \ 14 P ��03 O + l ZONED: 5-2 °`= TO BE REMOVED \ '* �° S / USE: COMMERCIAL EX. TWO 5TORY ° ,� ..,,'•I'' . ' �G' ,' 1 w p PROVIDE CL I RIPRAP n a F / R L r . <•• 5 W/ 18 CMP REPLACED FOR \ BRICK OFFICE p �0 •' • � . , G . ;.• z a z, FROM EX. POND OUTFACE PROP. 21 RCP AS NEEDED TM 64$-((1))-2C BUILDING Qp� f.� - /" �� W TO PROP. 36" RCP MATCH LINE THIS SHEET •?� � ��,, ���` .��' o4c� � � EX. 5AN. MH 1 �. , . Ot T' 1 N/F DR. JAMES M. SCNULTZ TOP=120.10 , • '� 5 R DB 653, PG 284 (NV.= 108. f3 'IR (SEE DETAIL) / w ENTRANCE PAVEMENT SECTION NOT TO SCALE ASPHALT CONCRETE SURFACE COURSE TYPE 1 SM-2A (MOD.) W/ AC-30 ® 165 LBS. PER $0. YD. 2 2" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE IM-IA 5" ASPHALT CONCRETE BASE COURSE O TYPE 5M-2 1 ® 8" AGGREGATE SASE MATERIAL TYPE I 3 4 NO.21-5. (For Subbase) PAVEMENT DESIGN 5A5ED ON STATE HIGHWAY PROJECT 0522-034-III, RW-201, C501, SHEET 2 PAVEMENT STRUCTURE TO BE CONSTRUCTED AS SHOWN OR MATCH EXISITNG. i I I N 711,7! NO' 'E: ALL PROP05ED UTILITIES rz- NC7 Z TO BE PLACED UNDERGROUND. rn 9 U) "it f rnw z Z x Ola,�-UZ J E 0 gyp. b EX. CONTROL 5TFF. lr> INV. 713 -n ?U O VDOT DRY SWM POND I d I 4 N/F COIM1MONWEALTI-I OF O VIRGINIA D5W0', PG563 n ZONED: $-2 USE: PONDING AREA I TH 64-I'(A))-4C USE: COMMERCIAL (^' i 4 sr VERTICAL DATUM USED FOR I �� �� B 15 3 10' THESE PLANS 15 NAD 83. \� TM 648-((1))-3 2j, 9 1-1 CG 6R r�A 84.4�7' _°11'38—' W ' N 46°11'38" E J — — - — — N 46'11'38" E — — \� J �\ _ 4 ' U_' 144.80' PO MOUNTED / \ �jjl R 1485. 0 '160.00'0 192.00 SPOE50X LIGHT PROP. FREE5TAND rG (TYP.) (.i ; , EX. ROUTE/ SIGN MAX. H I H =" , E G T ,3$ �`�� , DIRECTIONAL MAX. AREA=150 S.F. SIGN TO PER 165-30 (H) (1) INV.=115.4"1' RELOCATED DEVELOPER TO ENTER INTO 4D' AGREEMENT WITH VOOT FOR EX. TRAFFIC RAFFIC EX. EX.TSIGNAL POLE SIGNALIZATION SIGNAL POLE am _ EX. MILAGE/ROUTE 51GN Ex. cG-1 cuRB $GUTTER ERADICATE C;G-11 EX. Di >=X. 15" RCP STRIPING ENTRANCE EX.STREET Ex. 15° PGP €x �l P7 r r TOP=`125.3 TOF= 2� 5.2 TOP=-125.3 PROP. LEFT (SEE PAVEMENT NAME 51GN TURN ARROWS DI=TAI SHEET 2) EX. LEFT TURN ARROWS -? -? EX. LEFT TURN LANE "` U CONTROLLED BY EXTEND STOP SLOP LIGHT, YIELDING INSTALL LEFT TURN LIGHT b UrJ-ROUTE �✓'2Z TO ONCOMING TRAFFIC BAR 15 NOT PROVIDED. (NO PROVISION FOR LEFT 160 RAU-----TURN-YIELD) w POSTED SPEED 35 M.P.N. APPROX 51GN41 LIGHT 0 Z — ui Z Z W o ,n co 00 CQ -t Q a) 1 Lid CC) c° cat cc iO Zx I rn �y �c\j toC\2 L1J W 0 Lo � /07 hllk*Ns~ N V/ 0 w v1 J J z w = ff IL z 0`�(yIL 4 u w � � w m IL [x U 1- Q N IL O� F- W 0 Q d t- 01 0 j O �f, TUNG N HIKUSUMA 1-0 No. 026715 kli 10 SIGNAL _ (1) w N — U � Q 68 > � U W �Q — LL �� LL -- --... OVERHANG (TTF.) EX. TRAFFIC CONTROL BOX 01 EX 21" P '� N/F VIRGINIA ASSOC., INC. 'r z p Ex. GG-12� c c N/F THE PRICE COMPANY DATE: OCTOBER. 2001 D.B. 95-1, PG. 63 NAME SIGN EX. STREET CA B2TRAFFIC- ZONE: D B. 829, PG. 487 � {fill EX. ZONE: 82 USE: RESTAURANT m lr_ J,... ,r,,..:... �� SIGNAL POLE / U5E: RETAIL SALES SCALE: 1" = 30' I PROP. TRAFFIC SIGNAL i I POLE (EXACT LOCATION \ (- 30 15 0 30 ro0 TO BE DETERMINED BY PROP. RE -STRIPING TO DESIGNED BY: MSS/JNT CONTRACTOR/IN5TALLER) I �7 D %� ALLOW THRU-LANE (PROVIDE 1" = ON ALL ARROWS OF TH15 LANE) SCALE.- 30' FILE NO. 2753H SHEET 2 OF 7 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY MAP C'3 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 Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and P g EXISTING INTERMEDIATE CONTOUR -- -- -- - -- -- .. . -- --- -' `" '� 33 SCALE 1 "= 2000' County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 330 W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. 40 must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR EX E/F_ CITY OF Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and _ EXISTING EDGE OF PAVEMENT --EX _ WINCHESTER Control Handbook. Health Administration and VOSH Rules and Regulations. g PROPOSED EDGE OF PAVEMENT E/P 3. A must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation yJ EX permit V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EXISTING CURB AND GUTTER =-=- 611 -� _= �+ 7� 4 811 Z VDOT and Frederick Count prior to construction in existing State right-of-way. (VDOT) Y P g g Y• be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all -.- -- --- -- �7� I � 1 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers roust be certified in accordance with the latest edition of the VDOT Road and PROP C&G �'� T N CD Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER Jr0 under State law. G64) i C•c5 h�? N tn 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held V4ti l f ibl shall b h l d The e developer sae response or relocating, as expense, any anaues, including all d t his di l i utilities, TRANSITION FROM CG-6 TO CG-6R with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation 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 EXISTING TELEPHONE LINE -- - --- - ---- -- --- - d N rn (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not T _�_ d 0) ,D N responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. PROPOSED TELEPHONE LINE �, � L 1 in Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. EXISTING STORM SEWER 15" Rt%p Fes- - V5. Design features relating to field construction, regulations, and control or safety of traffic may l= _ ._ _ �._ _r.�____ ._ _ �_- lY _ _ L t, N 6. An approved set of plans and all applicable permits must be available at the construction site. A► yc, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. ISA RGP W Q, Q, representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER UJ Z N o 0 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of. work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER �' n, 3 v Ln QJ Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION 3 ,Q) 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 EXISTING ELECTRIC SERVICE -- -- -------- ---- embankment. and held by the engineer and/or developer with the attendance of the contractor, various County PARCEL IDENTIFICATIQtl NO. TAX MAP 64B-((1))-4 & 64B-((1))-5 ®�, LA 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. g Y P P PROPOSED ELECTRIC SERVICE STREET ADDRESS: FRONT ROYAL PIKE � n, °, Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE - - --- - C n, for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. TOTAL AREA: 2.01 ACRES (LOT 4/0.77 Ac.) (LOT 5/1.24 Ac.) rn L course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE PROJECT AREA: 2.40 w N Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true The contractor will be responsible for maintaining adequate access to the project from theacent DISTURBED AREA: 2.40 cz support values of the soils in the subgrade. Final pavement design shall be submitted during construction adj public roadway through construction and maintenance of a construction entrance in adj PROPERTY LINE CURRENT ZONING: B2 accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, , CURRENT USE: VACANT and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLAW LINE PROPOSED ZONING: N/A Developer shall have, within the limits of the project, an employee certified by the Department of 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCELINE ---r---�- =^-- `" f ----- PROPOSED USE: HOTEL on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE SIGNS: ALL SIGNAGE, BLDG. (MOUNTED & FREESTANDING, 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pp p'p pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. SHALL REQUIRE A PERMIT & COMPLY W/ ZONING be minimum 6' diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE s� OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARERIGHT-OF-WAYS, at the end of construction. EXISTING WATERLINE W/ TEE �----- ON ADJOINERS, AND APPROACHING AIRCRAFT 12. 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. Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE �T� W BUILDING SETBACKS: REQUIRED: PROVIDED: BUILDING HEIGHT 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. FRONT: 50' 62.1' MAXIMUM 60' SIDE: N/A 83.5' PROPOSED 35',-^ entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V12. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT REAR: N/A 17.7' whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE -�-�- condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. 14. " Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary gY company P Y V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VD(M1T PROPOSED WATER METER F.A.R CALCULATIONS sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER REQUIRED F.A.R. MAX. 1.0 PARKING CALCULATIONS sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER PROPOSED BLDG = 50,315 S.F. REQUIRED: 1 SPACE PER ROOM 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled LOT AREA = 87,634.3 S.F. 86 SPACES REQUIRED standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN 315 50,87634.3 = .54 <; 1.0 / according to all applicable VDOT standards. HANDICAP RAMP (CG-12) HANDICAP SPACES REQUIRED = 1 PER 25 SPACES E- 16. 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 V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDOT ��GG 1122 D/0g d����ssppII��IIppNN HANDICAP REQUIRED = 4 SPACES REQUIRED U prior to construction. The contractor shall inform the en sneer of an conflicts arisin from his existin P g Y g g compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A. within or minus 2% of optimum moisture for the full width of any dedicated street SI'ANDAI RAMP CONSTRUCTIS LANDSCAPE CALCULATIO,L�iS U) E-� utility verification and the proposed construction. plus right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified PARKING INDICATOR Al2 PERIMETER 1 40 FT. TOTAL PARKING PROVIDED = 89 SPACES U� U) Q', 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A INDICATI THE NUMBER OF TYPICAL PARKING SPACES PER 1171 FT/40 FT = 29 TREES REQUIRED (INCLUDING 4 HC SPACES) Q " result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® INTERIOR 1 PER 10 SPACES PROVIDED E- 08 > 89 SPACES / 10 = 9 TREES REQUIRED 18. When grading is proposed within easements of utilities, letters of permission from all involved conivanies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TOTAL TREES REQUIRED = 3t� TREES W must be provided to Frederick Count Sanitation Authority prior to issuance of radio and/or site P Y y P grading / LOADING AREA = 1 SPACE PER 20,000 TFA x � Z development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall HANDICAP PARKING TOTAL TREES PROVIDED = 139 TREES 50,315 / 20,000 = 2 SPACES REQUIRED INTERIOR '09,522 S.F.Z �7 E ' 19. The developer will be responsible for the relocation of any utilities which is required as a result; e his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 PARKING AREA= PROVIDED = 2 SPACES Ox i!) O project. The relocation should be done prior to construction. � _ 9 5% INTERIOR LANDSCAPE r - 1,�y76 S.F. W (♦ ,. 4 U V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE INTERIOR LANDSCAPING PROVI : = 2,195 S.F. > 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account O ® x in accordance with state law. In the event ravesites are discovered during construction, the owner and g g receivable basis. Stop signs shall be thirty (30) inches tall 'with high intensity sheeting. The , , OPEN SPACE CALCULATIONS U � engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT ��. 21. The a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's list. this list be from District SITE AREA = 2.01 AC (87 ,635.3 S.F.) (LOT 4/0.77 Ac.) (LOT 6/1.24 Ac.) W W W W contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering P g Y Y g g approved A. copy of may obtained the Material Section. PROPOSED STREET NAME SIGN -�- Z Q at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with an questions regarding sin material and placement. Y Y q g g g P IMPERVIOUS AREA = 1.44 AC S.F.)PROPOSED "A" V18. The developer to the local VDOT list to SANITARY LATERAL CI.EANOUT M,754.7 PERVIOUS AREA = 0.57 AC ,879.E S.F.) ,879.14 � � � 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard must provide office a of all material sources prior Copies invoices for dedicated 15% OPEN SPACE REQUIRED (1 S.F.) � proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. of all materials within any street right-of-way must be to the local VDOT Residency Office to acceptance of the work. Unit total SANITARY MANHOLE IDENTIFIER 12 24,879.6/87,634.3 = 28% 0PAEN SPACE PROVIDED professional engineer and results submitted to Frederick County prior to pavement construction. if a provided prior and prices may be obscured. "FMAC S117E 0I N' geotechnical report has been prepared, it should supersede the requirements in this note. STORM DRAIN STRUCTURE IDENTIFIER O PFF)E���.,�=1y'��• r �" a 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 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 or blastingat least two 2 working days, but not more than ten 10 working days, prior to commencement () g Y ( ) g Y P Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE ---- - - --- -- -LAT. A r L6 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 1 �� ���' TRIP GENERATION DATA 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 PROPOSED SPOT ELEVATION 115.1 CLASS USE TRIP RATE USE VPD 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 EXISTING TREE LINE UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the C-^�} , 311 SUITES HOTEL 50,315 S.F. 86 ROOMS 6.24 AVERAGE RATE 424 TRIPS control strip. TX- 50% ENTERING EXISTING TREE i � IF C)AK: 2 < 15" FINE 50% EXITING V21. Approval of these plans shall expire three (3) years from the date of the approval letter. Water/Sewer: derick Count anitation Authority Gas: Shenandoah Gas Co. P.O. 1 P.O. Box 2400 V22. Final location of CG-12 Curb Rams shall be determined b VDOT inspector. P Y P �., PROPOSED TREE e'er 15" OAK 15" PINE Winch er, 22604 Winchester, VA 22604� 868-1061 (540) 869-1111 I Power: Allegheny Power Phone: Bell -Atlantic (%ATE REVISION SEAL COVER SHEET P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 CITY OF WINCHESTER UTILITY NOTES Baltimore, MD 21297 1-800-654-3317 (301) 954-6282 1) ALL WATER MAIN MATERIAL SHALL BE CLA55 52 DIP 4/2/02 CITY OF WINCHESTER COMMENTS Project Name: Water/Sewer: Department of Public Utilities 2) As -BUILT DRAWINGS MUST BE SUBMITTED TO City of Winchester THE WINCHESTER DEPARTMENT OF PUBLIC UTILITIES FAIRFIELD INN & SUITES 4/29/02 VOOT 4 PUBLIC WOW,$ COMMENTS P.O. Box i BEFORE THE WATERLINE SHALL BE APPROVED FOR LTH 6/11/02 VDOT COMMENTS Winchester, VA. 22604 MISS UTILITY 1-800-257-7777 USE AND ACTIVATED. A5 ��OF _ (540) 661-1&15 3) COMPACTION RESULTS FROM THE CONTROLLED FILL AREA SHALL BE TO THE WINCHESTER PUBLIC -1 OZ Nl EV, � �' Owner: Address, Including Zip Code 5 W. GATE LANE JANET G. ZIVIELLO EAST SETAUKET, NY & Telephone No. FIRE MARSHAL'S NOTE UTILITIES DEPARI MEN MICHAE S. C Y 4) TEST RESULTS FROM THE RPZ SHALL BE SUBMITTED TO tN (631) 444-0072 Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed THE CITY AND AN INSPECTOR SHOULD BE CONTACTED TO INSPECT THE INSTALLATION. �,�j LC No. 0� 031162 Developer: Address, Including Zip Code P.O. BOX 2468 & Telephone No. by field inspection at the direction of the Fire Marshall's Office. 5) ALL CONSTRUCTION OF WATER AND SANITARY SEWER LINES ONAL� AIKENS CORPORATION WINCHESTER, VA 22604 FIRE FLOW DATA: IWOF-5225 HYD# FIRE FLOW DATA: IHOP/CRACKER BARREL HYD# SHALL CONFORM TO CURRENT CITY OF WINCHESTER SHEET INDEX (540) 667-3752 PUBLIC UTILITIES STANDARDS. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = 6l PSI STATIC PRESSURE = 10 P51 6) NO ERROR OR OMISSION IN EITHER THE PLANS, CALCULATIONS, SHEET 1 COVER SHEET 151 WINDY HILL LANE RESIDUAL PRESSURE = 21 PSI RESIDUAL PRESSURE = 35 PSI OR APPLICATIONS (WHETHER THESE PLANS, CALCULATIONS OR SHEET 2 SITE PLAN WINCHESTER, VA 22602 AVAILABLE FLOW = �® GF�"1 AVAILABLE FLOW = 1000 GPM APPLICATIONS HAVE BEEN REVIEWED BY THE CITY OR NOT) SHALL SHEET 3 GRADING PLAN GREENWAY ENGINEERING (540) 662-4185 PERMIT OR RELEASE THE APPLICANT AND DESIGNER FROM SOURCE: FIELD TEST SOURCE: FIELD TEST CONSTRUCTING THIS WORK IN ANY OTHER MANNER THAN THAT SHEET 4 EROSION & SEDIMENT CONTROL PLAN SHEET 5 PROFILES PROFESSIONAL SEAL & SIGNATURE DATE: ❑CT❑BER 2001 PROVIDED FOR IN THE CITY ORDINANCES. APPROVAL DATE: 3/29/02 DATE: 3/29/02 SHEET 5A PLAN AND PROFILE (CITY WATER &SEWER) THESE PLANS ARE IN CONFORMANCE WITH SHEET 6 LANDSCAPE PLAN COUNTY OF FREDERICK STANDARDS AND SCALE: N/A SHEET 7 DETAILS ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY �g ®/a ®� �,� i7 DESIGNED BY: HANDICAPPED PARKING NOTE THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE MSS Handicapped parking spaces and aisles shall slope J❑B ND. 2753H v SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL no greater than 2% in all directions. ' SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 7 EX. 54" CMP I" EX. 4EADWALL NOTE: NO CONSTRUCTION ACTIVITY WHATSOEVER EX. DITCH -' OR ENTRANCE ONTO THE LIMITED ACEE55 RIGHT- X-SECTION OF -WAY IS ALLOWED. / O Ex. SAN 1'iH -�SLL CONSTRUCTION WITHIN TO'-'=6z39G�0 APPROX. LOG. EX. R/W /' LIMITED ACCESS R/W SHALL INV = 6 36 IN BE BY VDOT PERSONNEL INV=619.28 IN ONLY. !NV=61q.20- OUT EX. FENCELIN11E X= - `r pp �✓ / EX. TWIN I�"CMP'S-~ 51 / \ /8�,GRAVEL DRIVE PP CONTRACTOR MAY FIELD ADJUST 36 RCP STORM SEWER TO THE f / EX. MAIL, WEST IN ORDER TO SAVE EXISTING �+ 1 BO%`E5 ^(Q f' TREES ALONG GARBER LANE. PIPE a Q fl8 MAY BE LOCATED UNDER EXISTING EDGE OF PAVEMENT AT VDOT'S , rr MATCH LINE THIS SHEET + BILLY AU `\ DB 828, PG 820 ZONED: 5-1 \� \ ti '0 USE: RESIDENTIAL \ �, TM 64B-((A))-1 \ � DENOTES TEST PIT REQ.'D EX, SAN. Np \ ~ TO DETERMINE EXACT TOP=695p9F-- / _ ----- �8 \`-¢ HORIZ. t VERT. LOCATION INV.=688fo4 rE�k1 WET TAP \ a Fie, i ` ' TAPPING SLEEVE N/F MARILYN J. ROANE, ET ALS \ \\ ,p o,0 I' S4 f" \� s VALVE CONNECTION IDB 618, PCs 154 �F�a, y� ZONED: 5-2 is L'3'" ` '� o USE: COMMERCIAL TM 64-((A))-5C N/F JAMES A. GARBER DB 21S, PG 144 ZONED: 5-2 / `��' m �3"�� USE: RESIDENTIAL �� yc TM 64A-((A))-2 `� �Q / oQ�ti \ s EX. SAN. MH 1 1!'� TOP=101.(�0 DIRECTION. � -- ., �"��' � � Q� � � \' � 1 X, SIGN EX. 51 OCK PROP. DOGHOUSE �� ti�� ll J � / � � (NV.=6914 0 / +\, f` ALL DRIVEWAY ENTRANCES GAR, MANHOLE \ 1 e EX. CMP'i SHALL BE RESTORED TO ; PROP. 12'x30' CONC. DUM'PST TO BE REMOVED 2 P �( � / Di l' ; � PAD W/ ENCLOSURE .> ,M THEIR ORIGINAL CONDITION PROP. 6 SAN- / % \ AND PROPERTY OWNER'S A /'` 5'R a (SEE DETAIL) \ �. '�, CAT. 2�Sga / I �1 �S0� 8, ACCESS SHALL BE PROVIDED ' ki" \AT ALL TIMES. EX. WOODEN l-RETAINING WALL \4. � \ may' � t ' • - \ , ERRY L. PATRICIA •- / R B. GRIMES N/F SOUTHERN FASTENERS, INC. ,'� , .'; e, 'o; DB 405, PCs 261 DB 649, -� :.�- 'P ,p \ `<' ZONED: 5-2 / , :_ _ � � (a, \ ZONED: 5-3 PROP. 296 -12 PVC -I- 0 * USE: RESIDENTIAL �0 rn u `'\ 9i�`�,\ 2 e USE: COMMERCIAL ROOF DRAIN 2-0Sgo m` .'Oo N/F BILLY AU a TM 64-((A))-5B ,_`, Ex. IS° cMP To U ;'��' DB 828 PG 820 �- , \ TM 64B-111))-1A ,% o�-,��� ���4 -o $ �' �, \ ` `��r EX. SAN. MI. 4 ` ° , \ �`�'-, '"'� i -}- � P JG _ wry �� �S� BE REMOVED < '/ N hO 1 ZONED: 5-2 ''.� Ex. METAL > o�p¢ 0 ` �\. TOP-11232 REPLACED W/ 21 RCP ww- / , USE: RESIDENTIAL \ �" e QQ�`r��� rood ��¢ • {3 4i \ �INV.=103.54 SHED P , G �, to Y ) 6 rti r TM 648-((A))-1�t4� �m T P. paGAG 1 I' \{�li, �\ �' Gj� p EX. SIGN Op Ire 6' \I N/F GORDON ENTERPRISES LLC Ex. CONG. H/W \ DB 920, PG l69 .� : ` : O �'•,_ , < ZONED: 5-2 _ �.�._ . , , P GO y _ v TO BE REMOVED \ A :� \ %EX, i WO STORY 'v ,; rv`r ,: �i G' w ' PROVIDE 11L I RIPRAP \. W/ IS" CMP < REPLACED FOR �\ � \ USE: COf 1MERCIAL �3RICK OFFICE Fiy (� 5 PROP. 21" RCP AS NEEDED \ TM 648-((1))-2C BUILDING p'��o = : ` �P'�'- �/ , z FROM EX. POND OUTFACE I 11 rj / � TO PROP. 36 RCP GQ . MATCH LINE THIS SHEET G Xne'�il `3O03 - EX. SAN. MH ':i :; = \� P Q � 5'R eq 2' PP R N / r E N/F DR JAMS M. SCHULTZ TOP=120.10 / (SEE DETAIL)I DB 683 PCz 284 \,\ 1NV.-1C98.13 .� ENTRANGE FAVEMENT SEGTION I NOT TO SCALE ASPHALT CONCRETE 511RFACE COURSE TYPE SM-2A (MOD.) W/ AC-30 0 *5 LBS. PER 5a YD. O2" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE IM-IA ®5' ASPHALT CONCRETE BASE COURSE TYPE BM-2 8" AGGREGATE BASE MATERIAL TYPE 1 3 4 NO. 21-5. (For Subbase) PAVEMENT DESIGN BASED ON STATE HIGHWAY PROJECT 0522-034-111, RW-201, C501, SHEET 2 PAVEMENT STRUCTURE TO 5E CONSTRUCTED AS SHOWN OR MATCH EXISITNG. ZONED: 5-2 �,��� Fy ;, - - - �j� «moo .5'R 0 USE: COMMERCIAL ym` - ( 4ti 06125'R TM 6484(W-25 'j° Qti�J DEPRES RB, 2 LF ° \ 24' 20' 55' /€h1 , F i 1 ' Nc, `:.ALL PROPOSED UTILITIES E= K' A r f� Z Lu W Z Z W o LO CO au c� cv co Z x' of W � � o W�, U Z to rn ;-, �. rr 15 a) 0 Q) >' w to z w w ° � O w 7 7 H C-4 N N NL TIH 0�, G MICHA S \ Si1CIcLEII „d "I a2 LIC N E No. r'AO� 031162 Cs SSIONAL 2 j ti,, N/F JANET G. ZIVIELLO 15 TC L , L GED UNDER ROJND. 0- ZDONED 8-2501 Z N/F GKH PARTNERSHIP t BUILDING USE: VACANT p�OC 39.9' c Blw ' DB 58% PCB III TM 6484OD-4 - Lo X EX_ Itv SAN. SEW. E5MT.-- 0.11 Ac. ZONED: 5-2 D.B. 453, PG, 323 %.r �Q " CG-12 FLAGPOLE/ USE: COMMERCIAL � � 15 � _ ` E �. D TM 648-((U)-2D EX, PAVED �S, 5' ONG S/W x =-_ . ��0� ,- 10' �4G4� EX. CONTROL STR. PAPKING �.. G• R OQP TM 648-((I))-5 INV. 113.5 t ZONED: B2 cn 1 � � a GG 6R •r ' -' � � SOP A p USE: VACANT _ �s� i9 w - 1.24 Ac. I VDOT DRY SWM POND cf) ` 5'R OP. 20' TM. -12 O� D G. SM . 8 ;: .� . r / CG 12 15'R \ `� I W 0IN r _- 45 R N/F COMMONWEALTH OF \ �\ 15 RCP -� 5 R CG-6 2� m - �. 15'R VIRISINIA DB W5, PG 563 U N/F SUNNYSIDE I LLC - O PARCELS TO BE ZONED: 5-2 , Z DB 814, X. PAVED 5 R 3 R - CONSOLIDATED 6.15 R PG 1514 E � �= ,/ � g' (TYP.) USE: PONDINCs AREA t �. I � E­ ZONED: 5-2 PARKING �`. / 4 ` 51R TM 64-((A))-4C co USE: COMMERCIAL �� X 15 Q j VERTICAL DATUM USED FOR i Q �I� �� 9 D - 5 3 THESE PLANS 15 NAD 83. C)8 > �\ TM 645`-((W-3 `� ��a CG 6R 10' A 84.41' �'II'38" W HI N 46'I1'38" E N 46'I1'38" E Z >"' R=1485.40' k' 144W' POLE MtO D 160fd0 - - - - 192 00' - - - Z E SHOEBOX LIGHT PROP. FREESTANDING a W EX. ROUTE/ SIGN, MAX. HEIGHT=35' �' tom-- � �_ _ _ DIRECTIONAL MAX. AREA=150 SF. CO C) SIGN TO BE PER 165-30 (H) (1) INV.=115,4 1' C U RELOCATED DEVELOPER TO ENTER INTO = 40' AGREEMENT WITH VDOT FOR EX. TRAFFIC EX. TRAFFIC`S Q SIGNAL POLE SIGNALIZATION SIGNAL POLE « -- ---{� EX. MILAGE/ROUTE SIGN � P _._._._,___--•--^-'.-.`-• .;_ T—. ,r i. r ^! - • r _ r__ r .._� r..__ r_,.— _ .:c` r . mot- — c r . - r r. - .f yr — r .. - _. ...._ � --- r—..— _ _ ."'_'T.'.--r-----•--.- __._.____ ._ yam/ /'r-i _ � F � �.-_._-_. -_ - - - ..__ .-S.._. __ _... _.,_+_. ._ r r - ' � / �.%I�__"l"_ -•- c-?-F''r_T.�'_F_.` .r:T,__—_-. _•r'-rT^_"T---+--w----- - - 'h `. Lam' � � w EX. CG-1 CURB d GUTTER —_Y-DT_ EX1�51 _ Ex. DI _ _ W ERADICATE CG EX.15 RGP TOP=1?.52 X.15 RCP TOP025.3 LL STRIPING ENTRANCE EX. STREETS TOP=125.3 (SEE PAVEMENT NAME SIGN _- - __------_---_- PROP. LEFT EX. LEFT URN --__._-_--- ----.- _. _ I DETA1_6PEET 2) T cc TURN ARROWS ARROWS EX. LEFT TURN LANE _ °" �Q-} CONTROLLED BY STOP LIGHT, YIELDING ' -~- - ------MINSTALL LEFT TURN LIGHT _J` E�OUTE 52�- - - BAR EXTEND STOP TO ONCOMING TRAFFIC - --�- - — \ (NO PROVISION FOR LEFT IS NOT PROVIDED. X 160 RNl � POSTED SPEED 35 MPA \ L L ' APPROX, SIGTv,, �iG�4T EX. TRAFFIC CONTROL BOX �► -- -- -- -- --- _-_ -- EX 21" RCP EX. 2 1" RCP -- / ---- — _-.-- _ __, -- -----------..•,,''r f//t!r' �_ ._._._ ..-_____-__ � _.-____________-____.._-_-� -_• . "-' I -__� �• �. ,.,�X- GG-12 EX. N/F YIRCsINIA ASSOC,INC. DATE: OCTOBER. 2001 —�• -- -_ �-'-==.- r , � _.-=--`=-- / \ - \ � � l � �. � N/F THE PRICE COMPANY -_`� D.B. S5'1, PG. 63 EX. STREET r D$. 829 PG. 481 J .� _ _ --'"�` _ \ �/ ZONE: B2 NAME SIGN I� E /. �X. TRAFFIC ZONE: 52 SIGNAL POLE SCALE: 1" = 30' USE: RESTAURANT A rl % i� USE: RETAIL SALES PROP. TRAFFIC SIGNAL ` v' ` POLE (EXACT LOCATION r� j I (! 30 15 0 30 (00 TO BE DETERMINED BY `' PROP. RE -STRIPING TO DESIGNED BY:MSS/JNT CONTRACTOR/INSTALLER) O I ALLOW THRU-LANE (PROVIDE SCALE: I 30, = ON ALL ARROWS OF THIS LANE) FILE N0. 2753H ft 1 I SHEET 2 OF-7 tin _------- ---—--- 9,82-----_------ `_,_ ��: ���.�}� __....._._.._.._._....._- - - / A. 40 \\I MATCH LINE THIS SHEET r + \� N MOTE: TC = TOP OF CURB 5W = 51DEWALK TW = TOP OF WALL BW = BOTTOM OF WALL \ \, CD Z FE LLI Z C'3 Z WcQ O to 00 � co �n I � Z � x LOW W �, r- W U U O .0 4, Tr \ LU 10 L ow 00 IVA / / / \ / \ \ ` '� _ \. •12 4loll bit ISO h 16TC TC C4 • ......_ ii �, \ \ /: �:_<' ra i ' 12 ti.. TC \ �\ . - .�'� 1'IO * ` ` / / p,L TH 114 2107 T� / �c!' ICHAE S STIC LE a 4 ` . I j' ? ^ j /� `� r j Si•i R� 1 .f 4l �/ 4 DEf'�55 CURB /�� �r i \ / t taG ^�� .r'� LIC NSE No. (SE= DETAIL) 23 ,� ... 2lvTe °� - e OtN i �o 031162 TC -- I \\ 9 r- 4 " ''✓ % e 1 � __ I?C _ _ _ ` I '{'sI yCs AL MATCH LINE THIS SHEET J�� 1 ♦ 4 .r 24Tot247 42 124f' /' 230 `• / .1\h — • / ( / 239 e ��/4`` -= i 24T / k • \ _ / / / / I f -` \ \ ` 4 i r 22 DEPRESS CURB (SEE DETAIL) 131W 244 vT f \\ 9T� 2 .�� rc •, \ I I I i I I 1i l 23 i1`�— ..._.CURB I�IO 0 // / 23 Tc , \ 23rc 235c �, _ _"� f i ! I it m CIO) DOWN c F/ i 2 ® \ T TC 0 _ 4 I rc 22 c 23 3 / 4./� 23 T �� 24 2 140'` \ 324 24 722 \ 219 212 E_ Z 7 21 r 24 65 22 g rc J/ l I 11 _ 22T I a' {{ �- i X 238 T�/ / 1 I j l r I � � �J '� I 4 2C 24Tc 25 Tc 25 Tc f I 24 -~- 4 6 l ( I y\ 3 d_ i a � I _ I 124 LIMITS OF CLEARING t GRADING Tc --_--__---_._,.._.._ �12�' -- -- �"�`e 1 — -._. 120 122 ...""" w✓" ,,,., ..... ".- --" - ----___"'_..------+- F o- ,• . '_._._._.-�t' /_ w .. �... � }.-__ _.-._� ^_...�_._._ L F � r M1 . � n " '� ! . .. Y._ y._'-ir_ - T_'- .r-.F_�.^-- "1�-; _---5= �-'�tr T-"--.r-_ ^•^-r--''r--r .--•--�.�....�.._c �- 132 16 Tc c4� 25 Tc cc x129.3 x12 4 x1215 x126.1 J_ x126.2 / um _______$,..ROUTE 522 POSTED 5PEE0 35 MPA �' \ _ —^— .,j- ..-�.^_— \ c c e �i . �.` i e � r ! -' -.c .. _._. ,.mac J• 5.... - .� J . J. ---- j .,.-. ` _---.-- _ -- ^— T. �~• DATE: OCTOBER. 2001 Ile>f f- i SCALE: 1" = 30' T_ W 0 !� 30 15 0 30 (o0 10/ DESIGNED BY:MSS/JNT SCALE: 1 = 30 FILE NO. 2753H I I [SHEET . 3 OF- 7 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROPERTY IS LOCATED ON FRONT ROYAL PIKE. THE SITE IS WITHIN FREDERICK COUNTY AND CONSIST OF 2.0 ACRES, OF THIS ONLY 1.138 ACRES WILL BE DISTURBED FOR CONSTRUCTION FOR HOTEL 4 UNDER GROUND STORM SEWER MANGEMENT SYSTEM. EXISTING SITE CONDITIONS THE PORTION OF THE SITE WHICH WILL BE DISTURBED 15 PARTICALLY GRASSED AND CURRENTY HAS NO STORM WATER MANGEAGEMENT. WATER RUNOFF FROM THE ADJACENT PARCEL WHICH VDOT HAS A STORM POND RELEASES THROUGH A CONTROL STRUCTURE ADJACENT PROPERTY ADJACENT PROPERTIES ARE ZONED COMMERCIAL WITH EITHER ESTABLISHED USES OR RESIDENTIAL USES. THE PROPERTY TO THE NORTH 15 OWNED BY THE COMMONWEALTH OF VIRGINIA AND 15 USED AS A STORMWATER MANAGEMENT POND FOR VDOT. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STRUCTURAL MEASURES PHASE I: A CONSTRUCTION ENTRANCE WITH WASH RACK (3Z2) SHALL BE PROVIDED TO THE PROJECT AREA FROM ROUTE 522 TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE AND WA544 RACK SHALL REMAIN THROUGHOUT ALL PHASES OF CONSTRICT ION. THE EARTH BERM AND STORM SEWER STRUCTURES I, 2, 4, 5, 6, AND &A SHALL BE INSTALLED AND OPERATIONAL PRIOR TO CLEARING THE REMAINDER OF THE SITE. APPROVAL FROM THE COUNTY INSPECTOR MUST BE OBTAINED PRIOR TO CLEARING THE MAIN SITE AREA. A SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED DURING PHASE I CONTROL MEASURES AND PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. INLET PROTECTION DEVICES (3.05) SHALL BE PLACED ON INLETS TO STORM SEWER PIPES TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE PIPES. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL 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 -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER E GAS SUPPLY TRENCHES Af?E TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET 15 CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3?J2 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3D5 O X X X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3M D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.12 ® }0*­ DIVERSION 3.13 ST ®H TEMPORARY SEDIMENT TRAP 3.18 O ® OUTLET PROTECTION 320 CD --' —, — CHECK DAMS 333 O --a�50--- SODDING 338 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING t GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START EOLC4,02 PHASES OF LAND DISTURBANCE ACTIVITIES 1. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS t CONSTRUCTION ENTRANCE). 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR TH 15 SHEET FOR ER051 ON AND 5ED I MENT GONTROL ONLY! ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE VIR6INIA EROSION AND SEDIMENT CONTROL HANDBOOK 5ED I MENT TRAP GOMP5. STORAGE REQUIRED STORAGE PROVIDED WET WET DRAINAGE WET DRY WET DRY OUTLET STORAGE STORAGE WEIR TOP HEIGHT GREST OF TRAP " AREA GU. YDS. GU. YDS. CU. YIDS. GU. YDS. HEIGHT DEPTH DIMENSION LENGTH WIDTH BERM WEIR 1 22 141 141 14-1 232 3' 2' 48' X 40' 14' 2_ ' 3' �11 0 15 o 30 1100 0 W W Z CD 15 � � co� orn in� r,O O"t 4 ,n a a� hw 0 0 b� w v) 'NL TH V,-'__" , MICHAEE qS1 _ LIC NSENo. klsONAL 031162 W a E—� O U E--+ w Z Z Q Q J w z O FL O cc w a LIM DATE: OCTOBER. 2001 SCALE: 1" = 30' DESIGNED BY:M-SS/JNT FILE NO. 2753H SHEET -4 OF-7 120 M 0 _WI 695 MR 685 LL 0 d 0 r; 0 N O N O O N O O 3 2 a ch Ln r` W c m a c L C 0) C W j W 06 C a� LL Ln ti N Q) N 0 j Station Len Drng Area Rnoff coeff Area x C Tc Rain (1) Total flow Cap full Vel Pipe Invert Elev HGL Elev Gmd / Rim Elev Line ID Line To Incr Total Incr Total Inlet Syst Size Slope Up Dn Up Dn Up Dn Line (ft) (ac) (ac) (C) (min) (min) (inthr) (cfs) (cfs) (ft/s) (in) M (ft) (ft) (ft) (ft) (ft) (ft) 1 End 141.0 0.11 2.20 0.85 0.09 1.66 5.0 9.9 5.6 68.61 97.28 12.35 36 2.13 683.00, 680.00 685.82 681.88 691.50 684.00 1-2 2 1 87.5 0.12 2.09 0.70 0.08 1.57 5.0 9.4 5.7 55.75 167.2 9.57 36 6.29 689.85 684,35 692.23 686.59 696.58 691.50 2-4 3 2 234.9 0.54 1.97 0.85 0.46 1.49 5.0 8.1 6.0 45.71 62.18 9.66 30 2.30 697.25 691.85 699.49 694.23 708.10 696.58 4-5 4 3 128.8 0.31 1.43 0.90 0.28 1.03 5.0 7.4 6.1 43.15 72.27 9.37 30 3.11 702.00 698.00 701.20 700.25 714.20 708.10 5-6 5 4 114.8 0.09 1.12 0.90 0.08 0.75 5.0 6.7 6.3 4.72 14.15 7.69 15 4.80 713.51 708.00 714.38 708.50 722.50 714.20 6-7 6 5 150.8 0.67 1.03 0.70 0.47 0.67 5.0 5.9 6.5 4.36 6.69 4.78 15 1.07 715.38 713.76 716.22 714.67 722.30 722.50 7-8 7 6 158.2 0.36 0.36 0.55 0.20 0.20 5.0 5.0 6.8 1.35 6.43 2.46 15 0.99 717.20 715.63 717.66 716.41 721.70 722.30 8-9 H a d m Q v lQ O LO CO CO �� cVCO Ln : �Ln �; CQ x LOCQ O � a LO a a -0� I~w Q) 0 wco T11 MICHAE S.rl.i LI ENS 031162 ,S ZONAL9 W H DATE: OCTOBER 2001 SCALE: 1"=50' (HORZ.) 1"= 5' (VERT.) DESIGNED BY: MSS JOB NO. 2753H SHEET 5 OF 7 fir` ,/','•; �/ ! 1 \ \\\ �\ 4 { tiXq \ \ 44� Illy 1k, g " ,� \ f 0 \ f I % 1q \ PROP.2 ;_ WET TAP } W/M ESMT. a !• 'FIRE L'JNE Qp ' 4 CITY OF WINCHESTER STANDARD UTILITY DETAIL DEPARTMENT OF PUBLIC UTILITIES 1) ALL FIRE HYDRANTS SHALL BE TRAFFIC MODELS, 2) RIESTRAINS CAN EITHER BE ALL THREAD RODS ( STAINLESS STEEL) OR MEG-A-LUG FLANGES: 3) LEAD VALVE SHALL BE RESTRAINED TO THE MAIN LINE, 4) 4 112' STEAMER NOZZLE FACING ROADWAY. 3 WAY FIRE H 0.5 CU: YD. #57 STONE--- I � l - ADJUSTABLE VALVE BOX GROUND- AND COVER -- FIRE HYDRANT _ 24' SO.-4' THICK J CONCRETE REQUIRED 1 IN UNPAVED AREAS D.I.P____ M.J. QQ D,I.P. M.J. 6' GATE VALVE FIRE HYDRANT - TEE CITY OF WINCHESTER STANDARD UTILITY DETAIL DEPARTMENT OF PUBLIC UTILITIES Cl FRAME & COVER — FINISHED GRADE --i U 1 2'-0' 1' MAX. 1/2' CEMENT PLASTER — BRICK COURSES FOR ADJUSTING TO GRADE TO GRADE PLASTER INSIDE EXPOSED SURFACES. 55 5' w e D CENTER OF MANHOLE TO BE PLACED AT STATI❑N A Z `o I ;. SHOWN ON PLANS: z Q CEMENT v~i v, INSIDE c JOINT �D l I u-D �- KOR-N-SEAL RUBBER 1 �' BOOT (OR SEAL) 00000000 o BOTTOM OF BASE Z o �0 0000.. E :o 6' GRANULAR FOUNDATION � MANHOLE z L U U L A Q A z Q 0 z a o F- W U w L Q at A A � z O F- e L �MANHOLE t STEPS ' Z. I C 5' `D 4'-0' DIA. ® TAPPING SLEEv� YAI�VE CONNECT �@ ' @ an DIP52 W/M �},� \ Y 1 � ! \ - = rt �, REVISEDI REVISEDI_ STANDARD DETAIL DATE, STANDARD DETAIL DATE, '•• •.- - D O: DETAIL N FIRE HYDRANT INSTALLATION APPR❑VALI D ❑. DETAIL N STANDARD SANITARY MANHOLE DETAIL APPROVAL, l05l I V �f � f l3ICHL / C / E l 4 � __ . _�. _.� . _ ? _ _ . _1.._ OF. SAN.SEW co 105 7(d5 I I... _....._I .. ..: _..E. ... ..E _......_..I .. .. _....i. / PRE_ 6"SG1N LAT:..._ ...,. : IV) CITY OF WINCHESTER STANDARD UTILITY DETAIL DEPARTMENT OF PUBLIC UTILITIES A 0 Easement -below 25 year floodplaln SECTION -A A REVISEDI STANDARD DETAIL _ DETAIL STANDARD SANITARY LATERAL C❑NNECTI❑N DATE, APPROVAL, 10, 5 2 METER & COPPERSETTER TOUCHREAD (see note #3� ADAPTER to 2" GALVANIZED DOMESTIC LINE OUT j 6" DIP "FIRE .� �+ SERVICE OUT - 6" OS&Yl ` 6" CHECK VALVE GATE VALVE (see note #2) (TYP OF 2) PLAN VIEW 4" Diam. VENT w/SCREENED 36" x 36" ALUMINUM MUSHROOM CA> ACCESS HATCH f(HALLIDAY S1R-3636) - i, 0 5,000 PSI REINFORCED NON -SHRINK 6" F.C.A. ROUT 00 ca QQ V ' 6" DI mJ , TEEL PIPE ? BLOCKOUT SUPPORT FOR DRAIN (TYP OF 4) SECTION VIEW NOTES: 1. CLEAR FLOW VAULT SHIPPED ASSEMBLED WEIGHING APPROXIMATELY 22,000 LBS. 2. 6" AMES MODEL 3000SS DOUBLE DETECTOR CHECK w/METERED BYPASS 3. 2" WATER METER & COPPERSETTER PROVIDED BY THE MUNICIPALITY 4. ALSO AVAILIBLE WITH H2O (TRAFFIC) LOAD RATING DESIGN 7/9/96 VIRGINIA DRAWN SPEVEN L. GORDON THE CLEAR FLOW CC. �� CHECKED CRAIG A. SHREWSBURY 6 DOUBLE APPROVE _ P. 0. BOX 1467 DETECTOR CHECK DISKETTE 321 NAME: IDC6-1602 ONSDAB 1WAYNESB RO, VIRGINAA22980E VAULT W/2" (540) 949 - 8369 OMESTIC LINE OU PROJECT NO. • PRWTOUT NOT TO ANY SCALE CITY OF WINCHESTER UTILITY NOTES 1) ALL WATER MAIN MATERIAL SHALL BE CLASS 52 DIP 2) AS -BUILT DRAWINGS MUST BE SUBMITTED TO THE WINCHESTER DEPARTMENT OF PUBLIC UTILITIES BEFORE THE WATERLINE SHALL BE APPROVED FOR USE AND ACTIVATED. 3) COMPACTION RESULTS FROM THE CONTROLLED FILL AREA SHALL BE SUBMITTED TO THE WINCHESTER PUBLIC UTILITES DEPARTMENT 4) TEST RESULTS FROM THE RPZ SHALL BE SUBMITTED TO THE CITY AND AN INSPECTOR SHOULD BE CONTACTED TO INSPECT THE INSTALLATION. 5) ALL CONSTRUCTION OF WATER AND SANITARY SEWER LINES SHALL CONFORM TO CURRENT CITY OF WINCHESTER PUBLIC UTILITIES STANDARDS. ALUMINU I ACCESS LADDER °! NON -SHRINK ' a� GROUT i i CC W W Z W O CQ Lo co 1-4 aa) CoC\2 ap 0) Z x LoCQ W '0 �r- o W 1 �, Q 4 `n CC r� U a U � W Q � t; Ix a� o 45 a) FRS AL T$ 0 )I+ , N L No. meow, 031 162 t ssIONAL W �' E-+ � D U ,---4 co Q E- C�8 I- I4 ~ w E- �D WO � COO W in, W �Q NWN a u DATE: OCTOBER 2001 SCALE: 1"=50' (HORZ.) 1"= 5' (VERT.) DESIGNED BY: MSS JOB NO. 2753H SHEET 5A OF 7 Prune codominont leaders DO NOT prune ternimol leader or branch tips Prune rubbing or cross branches 0 DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY. REMOVE ALL TA65 AND LABEL . NO LESS THAN 2" CALIPER AT 6" ABOVE GRADE. Cut away all balling ropes and Remove top of wire basket Widen and score hole wall Remove container and cut circling roots If container -grown, or as much burlap as possible if field grown Leave solid soil pedestal- do not dig deeper than ball depth Dig hole 2-3 times root ball Hidth TREE FLANTIN6 DETAIL NO SCALE 2 x BALL DIA. MIN Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially bockfill, water to settle soil, finish bockfilling Area for water drainage CORNER OF ROOT SYSTEM TO BE AT LINE OF ORIGINAL GRADE. FIRMLY COMPACTED SAUCER (USE TOPSOIL) GENTLY COMPACTED TOPSOIL MIXTURE. SCARIFY PIT BOTTOM (MIN. 6"). SCARIFY PIT SIDES NOTES: I. MIN. ROOT SPREAD TO BE IN ACCORDANCE WITH "AMERICAN STANDARDS FOR NURSERY STOCK." 2. PRUNE ALL DAMAGED, DISEASED, OR WEAK LIMB5 4 ROOTS. 3. CLEARLY PRUNE ALL DAMAGED ROOT ENDS. 4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROCESS. 5. 50AK ROOTS IN WATER OVERNIGHT BEFORE PLANTING. T'YFIGAL FLANTIN6 DETAIL - SHRUB TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Species (tbs./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 Ryegrnss 60 - 100 (Lolllum multl-florum) May I - Aug. 31 German Millet 50 (Setarla Italica) Seeding Seed shall be evenly applled 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. TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN A!''_'; Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 tbs. - Kentucky 31 or Turf -Type Tall 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 (311 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropow 20 lbs. 150 Lbs Low-Malntenance Slope (Steeper than 311) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse CropMw 20 Lbs, - Crownvetch ■Y■ 20 lbs. 150 Lbs ■ Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. x■ 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 N*N If Flatpea 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 periodsl add 10-20 lbs/acre In mixes. MA I NTENANGE OF REGU I RED LANDSGAF I NCB Owners of properties Shall maintain required londscopin in good condition and Shall make reasonable provisions to protect landscaped areas from damage caused by vehicles, pedestrians, shopping carts. etc. Replacement shrubs Shall be of a Size consistent with that which could normally be expected based upon the Specific s ecies and the lea th Of time ,--Insed since initial � I t 6 PROP. 10' CAT. A BUFFER r' PER APPROVED VARIANCE 021-01, ALLOW[Wx A REDUCTION CA 6 � e SI- t J �j ht OF THE REQ. 40' BUFFER1,12 ell it 7l2 ` BUFFER PER 1 114 lie \ � SEED NCs 7 -• �. --- I / �� I I �` i I ! r AZ- 1' • 3' 0 .— OGM- 20 AZ-225' • 3 O�G. - ^ �- 7aa i A✓ % GT - IS (SEE DETAIL) (SEE DETAIL) iy�I �- i' � ! !' .•- -.. iroQ- _ 124 --_ -- --- ---� — - - --- -.ems--- _ — ^._ - - 0 . ► �TK _ - .___--_._________ - _..__ __ --__� —_ ----- ----_ _ ..____ U-5.._ROUTE 522_ _ P�03TED SPEED 35 MP.H. Ili r_1.i \ I tollotion of Said required landscaping elements. �� _ T _ i s--�-- - -� — - Replacement trees sho I I be 1 /2 Caliper larger for each year Since initial installation of Said required trees, v except that no owner Shall be required to replace any tree with another tree larger than five (5) inches in Cali er. r '� KEY ABR. QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) SPACING CONT. REMAJOKS � �' OGM. 20 ACER RUBRUM "OCTOBER GLORY MAPLE" 2" CAL AS SHOWN B<B / aGTL. 19 GLEDITSIA TRIACANTHOE "SHADEMASTER" LOCUST 2" CAL AS SHOWN 545 AZ 252'63' Azalea 'Girard Crimson' 'GIRARD CRIMSON' AZALEA 3' O.C. CONT. J O.C. M;No,,I 3< � u,��� $ I' ()1e 1,A3' CL 12 X CUPRESSOCYPARIS "LEYLAND CYPRESS" 4' AS S 0UN SCREEN _ /�f�- leylandii 10 DA 12 THUJA OCCIDENTAL15 "nigra" "DARK AMERICAN 4' AS SHOWN ABORVITAE" SCREEN TH15 SHEET FOR LANDSCAPING ONLY! 30 0 Z W W Z Z w 0) O b F L] S V ` _ . ` '1 MICHAE S. STIC LEY : 7 1102 I LIC NSE No. �w 031162 '�sIONAL C0 C0 U � ix C� � .04 zPI c8'"'� w Z Wz U4 O z 0 U W zQ U. a LL DATE: OCTODER 2001 SCALE: I" = 30' DESIGNED BY- MSS/JNT FILE NO. 2753H SHEET - 6 OF-7 F L] S V ` _ . ` '1 MICHAE S. STIC LEY : 7 1102 I LIC NSE No. �w 031162 '�sIONAL C0 C0 U � ix C� � .04 zPI c8'"'� w Z Wz U4 O z 0 U W zQ U. a LL DATE: OCTODER 2001 SCALE: I" = 30' DESIGNED BY- MSS/JNT FILE NO. 2753H SHEET - 6 OF-7 DATE: OCTODER 2001 SCALE: I" = 30' DESIGNED BY- MSS/JNT FILE NO. 2753H SHEET - 6 OF-7 CO-12 Toper curb �A d"w" t 0 at We W Pay U" continue at fuCG-L i j P.rmleerole when appiLeo 3-0' Cmrtruction #•o•o o•o•o-oiAt 5 x e' Bar■Mlnkrm Con,00•o o•o•o00 0Pay LAy CO_ Cover 1 tj' o. �• Y NIn.12 T T\or spy Lye Op-12 Sawak ask•o o o•o•o1Pefniwd. Tom• I' WI• Conebuatlon Jdrd11'+ per *acetat °TYPICAL ALTERNATE i FOR USE AT APPLICABLE STREET 5 . 6- Ban • 12' a-o CONNECTIONS AND COMMERCIAL t Far conmwabl enboncl RADIAL PLAN hilmhm ; concrete ENTRANCES. (Heavy Track Traffic AnNdpatea) w Starndwd CG-13 shss 20033 f0 A J'-0' Pemkl.lMe ,�. -6'-a•- M1I L�E ction JdMn-Belf.\ ee' ydleok e• � sae .. Slope 12: 1 Mmdrhwsn A TANGENT PLAN ISOMETRIC VIEW O 7' when SC&CO-3 Cg-7 b ueed Curb ramp floor to be dale A-3 Concrete (dace A-1 M pnocet) with deg-r..isaet Integral 7'-4' Ill the INnlmum dshctdle wamklg wrow oonr" the anti. eidlh of the ramp floor (ramp nor miry be SW.sdk Area milim -- No to pnooet r alet m pkwM). The deteictobb warring shah be provided by an emceed ogq-got- tie• (.IM or .Rw hout buffer Win) acli. a 12 : 1 .m kip. hnhh. Rap eianot em ll not o axkm dof 12 : 1. St'd. CG-2 I 7'-4' 1 Flared .ldee of curb rn9 tonmRhby be poured onoawith ramp floor or by using per - or ED-e r iR - - - mtw eible corbucu- ),Int with required tors. romoon h 4 N p nprecast, Wee mat be provided fordpwsn l bare - flat adjoining named! f • fides can be cast In place ~ plooemram nt of precost p for. P-.t concrete shes be tile. A-4. Y DMTM To BE USED wHm THE ENTRANCE RADII CANftOf ACCOMMODATE THE TUM41NO Required ban cse to be N0.5 x e' placed 1' cwxr to cuter along bath sale of the ramp SECTION A -A REOUIREMENM OF ANTICIPATED HEAVY TRUCK floor, mid -depth of rmrp floor. Minimum hero.% pour Ili*. TRAFFIC. Curb romps ill be msaered and paid for at the contract unit prise for Hydraulic Conant 5 x O• Ban a 12'e-e Concrete Sidmolk and Exposed aggregate edeeaik, ronlplel. , pla• P-i.'b'' Corr bu tlom Curb/curb and gutter elope trareltiere adjacent to curb rampe one included In payrnwd nnrnrnrnrnhrw yap. 12 : 1 Maximum Joint m far Gab/awb and gutty. Thle 4*-_- be when used In .cx�il-^-^- oncostet In okxx to be od)uehd io nwtc"the rmeft f"a"oblli curb ra J�6War7�� oVb face on the standard 1s Curb II are to be located a. shown on the plane or as directed by the Engl ® raute h dsiyd os a condnKlous They an to be provided at irtne:Nms wheeler an occeeeble rouhl vrithln the right- of - SECTION B-B Inobeaucta` ateDie nnn area -htmt way of a Highway Foohly erase.. a curb .WrdI- of wh.0- sidewalk I. existing. o o corn d 11 a-owlbl. ei -hl a did d f I path nq ct none .tent W died ram n worth b ce shown en ®o. UrNb d Expelled aggregate eld.wdk proposed Thy rhhay fledeetrla stare fadRy that cm be apprpach.d, enters( and orm directed by the Engineer, locbehind v. but .nrapt aoled tyhintdIw. e .opt V Th.ob-A ehes wWth ofM M-k or, screw t u-d by pesore e" mobility Imp.1-b. Exbthp light poles, fin hydrants, drop iWb, etc. will also affect placement. epee le Iw than 'r-4' CURB RAMP SPECIFICATION REFERENCE (PERSONS WITH MOBILITY IMPAIRMENTS) 502 �•� ItsNrd 3-23-9e VIRGINIA DEPARTMENT OF TRANSPORTATION 504 XX Str..t approoan .ems CC,-11 (rodlus to be as A •nr � a In ran, stwwn an plane) rOa \ C (Rase. o be as Radlol mbinatian how. plane) 1 2" L J� curb and gutter (rl B e I � e T ,•:1' e� I I Oxptieral Floe. U 13I Cher A3 (H.E.S. - . I Crarete '4 . Exp... lon Joint A -J I SECTION C-C Nate: width -B' 2'-0' or as M.11.0 a roadway enawn an typical e ction. PLAN VIEW r_- C-.mist Crod• ch.mq.. with o parabolic aurw. 10' 0 Parabolic Curve Edge f shoulder Optbnal Flow ex Mdx. I Une - Slope Chan D when nSjt'd. CO-11 to eed for bancee bunt VDOT pro)eah, dea.. mat. Mainline Roadway f.11-1nfm ttn q. ex Mox 91ope Change IA)KM.Inlne pavement shall be oan.b..t d 40' Min. for Styeet Conneatbn D to the R/W ran. (except any bgred. eWbnl-tf- required fr m inllne 20' 13 el oble fr Commwalel EnV. pan he omitted In tth� entrance.) s Min. SECTION A - A A Roalal curb or combination aura and gutter -all not be aonetmcted beyond the R/W ]in. except fr replacement purposes. When used In conjunction with eondani Guidelines for Grade Change D CO-3 or CO-7, the curb face on thl. Standard is to be adjusted to match tin Ems-.- volume Deetrebh Mondmum mountable curb configuration. High (more than 1500 VPO) O x 3 x See Standard CO-12 fr Curb Ramp design to be used Nth thle Standard. Medium-500-1e00 VPD) 1 3 x 6 x When the antronce mall cannot accommodate Low (Nee than 500 VPO) 6 x e x the t.=larMq requi r nt. of antlaipated heavy Meratlo d be g4 to t,.kIncre ntln Hy on ahho a adjacent �p"""'h gto eldewalk 7 Mch�e. X Option Mwne may be used far smraraes In t eeatf . n-lionol flowlfne may repulre verging of o portion of gutty Lit D-lud. porWing of water. SPECIFICATION RE METHOD OF TREATMENT CONNECTION FOR STREET - INTERSECTIONS OIENCE AND COMMERCIAL ENTRANCES zos.oe VW"NtA DEPARTMENT OF TRANSPORTATION I rC --- iv ^ T_ I L � cU rC ter 2'-7' 19'%i" - 4'-2' PLAN (Grate Removed) 36 SECTION STEEL -+-% SECTION CAST IRON L2%"x2'%"x'/a" 10'-4" long One welded joint A` J Weld all connectors to collar ',h"x4" Stud She 2'-7' Lugs t DI-3A-38-3CI am Oalvanlxed plate to be tent / 4 x 6" Smooth DowelsOapprox. 12" CC tp be placed In all areas adjacent be an angl. of 66' 30' and Is to 1{' x2)t"x)(' to abutting concrete to prevent settlement. be anchored with %" 4"tastud hear conneors welded to belt plate GahronIzed at 2' c-c. Expan■Ion Joint Expmslon Joint Bock of Sidewalk61t/a• Bent tl(' S-1 a T over ♦,`' For detolle of inlet Frame h C•�)(• • - 21i' J- Itan O i> e.. St'd. IC-2 0 Existing 1 6• -2' San F Bare e or �U . . - ) Proposed .;� •- _ 6 e• 6 6 T S lawalk Type A Type B 6 I 1 6 3'-0' %eWed t'so'dhn9" I. I-^ at 2' e-e. NOSE DETAILS II Ij Ban F Bon A Foe of Cwrb waped aatier 2'-0 li _ li Bare D Cnack C..bw Joint--L-9.e Crock Control Jont Gutter •0" s A I-Y-o�� If rnlet b co... In Medlen Curb r with Integral Curb. Weser f. to be omrtbd.(Ses dstan(1)41_ `I - e' Nin PLAN 3'-0 I •wen flan 10Max. Nab: Thle may be earthen, in which come,the expdneian )hints iD~Max. t� rnl a� only to curb or curb and gutt.lr. eve. E r�- L-Variable-Mox. 20' -2 r- A B - e• �Y-o•-I SECTION B-B A L � r 2• K(:une1. Joint its a T=. eon Wn- ed adbr 6' r Ban F Bon E B *Type A nose debit .hall be used Bare C 'I6' sWsepnrhh CG-3 d[ CC-7 Standard..s'ebrFRONT ELEVATION�oleType B noes detail hall be used pits(Culver removed) with CO-2 k CO-6 Standard.. �n CMrth A3' dbmebr weephole to be boated In We went the overt of the ouffall pipe 1. hf.l- arm Idl r bosom ho drain srlhbase mahrhl. Weep ° t eve d IN. Wuetum the Iwert N the etruchln eMt be Hyped with cement hole with 12•.12' piped. hardware - wnwn N I. Note: Stanaara Inlet rr.y be c-trucfed etpl aanCnb narbor to prevent shndlnq ar pendinrgq d eat- kit tin ebvdhhha The ploy, 'A. me.h or gawani..d .t tel 1r W-W er erwtw bock In -.-do- with the detail ehoen an cot far Imert *..IN shall be IncA,ded In the Pro bid f- the sb mb- in did. 0.03 Iran, numb- 4 nw.h T - W etr defob r Stndp d D-Ing DI-M& holdware cloth anchored nrmy to -1 r I-r-r -1 r �- x•a sr-1. For dlmerelons and quantities not shown e•e sheet 2 of 2 oubWe of atructun. a•4 DI-3A DI-39 DI-3C SECTION A -A I- L -1 L { L { 2`1 I �.pr. f•ave. I 1 H , M � pFlew Flow , For lies on rad.. For use In eggs g Both ■ides to be symmeMcal )-1' W_ "m d on plane the Imeet I. to be .hoped In 0000rda with Sondard Wan 19-1. Thy cost of fumMirq red pbekq all mdbrble The 'M' dlmerMon sewn on fin standards and Incidental be the eh.pl.9 1. o be Included In fin pAae bid far the drop inlet specified pit the plane will be eompe.. DETAIL WHEN USED measured from the invwt of the outfdll pipe to the top of the t-tune. Pion H. Length d .iota (U e41 In ADJACENT TO CURB dimeneians are approWmats only for estimating purpow and the actual dimenslon. nnery coee. he sheen m phone' WITHOUT GUTTER shall be determined by the contractor from field conditione. When Inlet le used kit 4'-0' Medbn, back of ~ to to be Moped to oorxonn with pr p.-d curb. This hem may be pree..t or cost in pier- Sheet 1 of 2 STANDARD CURB DROP INLET SPECIFICATION 12"-30" PIPE MAXIMUM DEPTH (H)=8' REFERENCE VIRGINIA DEPARTMENT 104� of 302 TRANSPORTATION 4" CG-6 I, -I i I I I I I, I I I (O n II- . A 6" 2'-0" THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7" DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED. ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. NOTE: COMB. CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADIAL COMBIN- ATION CURB & GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, -REFERENCE" COMBINATION 6" CURB AND GUTTER 105 _ (NOT TO SCALE) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 o be th collar NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A. Optional 2. THE "H" DIMENSION SHOWN ON THE STANDARDS Brace Ribs AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE x11h"x4" lugs CONTRACTOR FROM FIELD CONDITIONS. 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors I TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE SECTION B-B INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL 12'-I e-1 IT PIPE IS M OF THE STRUCTURE, HTHE INVERT ER THAN HOFBOTHE OSTRUCTURE 1 SHALL BE SHAPED WITH CEMENT MORTAR TO ' 0 PREVENT STANDING OR PONDING OF WATER L"I IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO -I 234" IT THE SHAPING IS TO BE INCLUDED IN THE BID DIMENSIONS FOR PRICE FOR THE STRUCTURE. CAST IRON ONLY 5. STEPS ARE TO BE PROVIDED WHEN H IS 4 -0 4'-2' OR GREATER. FOR DETAILS SEE STANDARD ST-1. 2'-7' I * /3" Dio. weep hole 2' -6A 6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. /s 1/2" C 7. # 4X8" SMOOTH DOWELS AT APPROXIMATELY <-. - 1'-3' - L" 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 888a 4 < m � a 2" in. TO ABUTTING CONCRETE TO PREVENT CGIIaf %w'm-a _ 4" depth Aggr. H c r: 6 6 #68, #78, or •E •E •E E i 2- I #8x6' width r n 12"-15"-18"or 24" C I 1 I I NN Nrn J A I , . - -A-'q - - SECTION A -A T ADJACENT TO ABUTTING CONCRETE TO PREVENT 7 SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. SEE ST'D T-DI-3,4 FOR ALTERNATE DESIGN. C 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO .D DRAIN SUBBASE MATERIAL. WEEP HOLE WITH cU 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE t DIAMETER 0.03", NUMBER 4 MESH HARDWARE =C CLOTH ANCHORED FIRMLY TO THE OUTSIDE 1 OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 2= (3000 PSI). PRECAST CONCRETE IS TO BE 4"t 4000 PSI. CONCRETE QUANTITIES FOR MIN. DEPTH 1 10. ANY ALTERNATE METHODS OF ANCHORAGE 12" conc. pipe-1.440 Cu. Yds, Concrete 9 MEETING THE APPROVAL OF THE ENGINEER 15" conc. pipe-1.528 Cu. Yds. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON 3- 18" conc. pipe-1.620 Cu. Yds. Concrete 4 -I I- 114 LUGS AS SHOWN HEREON. 24" conc. pipe-1.817 Cu. Yds. Concrete Add 0.469 Cu. Yds. per additional foot of depth. SECTION C-C SECTION D-D GRATE DETAIL APPROXIMATE WEIGHT Cast Iron Grate 363 f 18 lbs. STANDARD DROP INLET SPECIFICATION REFERENCE 2 12"-24" PIPE MAXIMUM DEPTH (H)=10' REFER ER VIRGINIA DEPARTMENT 33 104.01 of 302 TRANSPORTATION CONSTRUCTIONSTONE ENTRANCE ar a a _.rwr.w:.�:.(rap�I:e�:•1:e,;�rwh:eaer.e,:.,:w,:er.e,:h:�f:K><: �, / ELEVATION IH..e'e: ............ ;,� �r r•�r.�r•�r•• ii 11= .... I III ........ All WNIr u=�f•�t•. tl�f�f•�F� �f•! lit! nZAPPM DEVICE 0-M70V PLAN VIEW ,,,i,J�i,J�'a�,)�i,J�ii,)i,J�il�il�i,�. 3' A0k L�I.11lill..11 ,���y�� �� • �� •�'��'��'��•s�'��Y�•��'�C SECTION /1 RUNFORCM CONCRETE DA*W SPACE SECTION B-B Y ' / AW70 from 10 ftAk ,{l ,lord for W imm rWf .alJl4^ : lr and Va 9W " l 'J02-1 TEMPORARY DIVERSION DIKE Compacted Soil 18" min. -Flow 4.5' min. '1 SOURCE: VA. DSWC PLATE 3.09-1 PAVEMENT AR<N ° CURB CUT THRU z ISLAND TO PERMIT DRAINAGE CG-(0 CG-(o T1'PE II SCUPPER DETA L SCUPPER2 NOT TO SCALE UJIRE MESH REINFORCING VD.O.T. 8� ROAD AND BRIDGE STANDARDS SECTION 301.04 6 -� - •,ter CLASS A-3 CONCRETE T 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TRAS�4 DUI" IF5TER 1=42 (NOT TO SCALE) EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA 5TANDAFRD5 ASPHALT Pvl"IT. I � °4 \ GUTTER II _ -/ " ° I ° . CCii - Q 4 • A O A Y A- SUBBASE O I -� III I I � I I 0000 II-II=III II COMPACTED SUBGRADE (e5% DENSITY) CCU-&R DEFRESSED CURB DETAIL (NOT TO SCALE) NOTES: THICKNESS OF SUBBASE 15 THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. Dt-cg-ter-dtspcurb TEMPORARY SEDIMENT TRAP l'I VARIABLE. ORIGINAL GROUND I VARIABLE ELEV. 1.0' 67 CU. YD./ACRE ._ t, VARIABLE H 67 CU. YD./ACRE MAX (EXCAVATED) 4• FILTER CLOTH ORIGINAL GROUND ELEV. w -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN Pc"ET) - 6 X DRAINAGE AREA (IN AC.) DNERSION DIKE / 7."EGGREGATE EXGVATED ( / // FILTER CLOTH AREA -------- ..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR /5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. � r IIII FLOW - III I11 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 00 FLOWW G ���►I I I �� =11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLUE. 3.05-1 Slier wd It I�nnt ON -SITE PA\/EMENT SEGTION NOT TO SCALE -- 2" SM-12.5A SURFACE COURSE 6" SUBBASE VOOT STD. GR-218 4COMPACTED SUBGRADE (COMPACTED TO S5y DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SU15GRADE CBR DESIGN VALUE OF (er. SOIL TEST OF T1-IE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 83" 16p A ttrr �' • - 83" 2-24''K2 RECA" • II :: FOR WHEEL STOP u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE PLATE. 3.13-2 BLOCK AND GRAVEL DROP -, SEDIMENT FIL • WIRE SCREEN CONCRETE BLOCK GRAVEL* FILTER WIRE SCREEN OVER- FILTERED WATER RUNOFF lit ==7m WITH i!1111'e ��•��Pw � 1 ���'�tliL.r,►1i1tlY��j�otlt,!1 ��Y i err �� ��li.�►•.�I�,��h�w�jl/w�/r• X-L + �r WATER SEDIMENT •%silo . -DROP INLET WITH GATE SEDIMENT ` SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3„ #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 BLOCK &c GRAVEL CURB INLET SEDIMENT FILTER CURB INLET Was •-A CONCRETEWIRE SCREEN BLOCK GRAVEL FILTER :::� RUNOFF OVE13FLOW WATER WITH FILTERED WATER SEDIMENT } SEDIMENT WIRE SCREEN • ' - D 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 I'X4'X4'-D' SLATS, 2-FINI5H NAIL AT TOP AND COTTON 2"X4"X4' CEAMS. TOE NAIL TO POST 4"X4'XD' POSTS lss�"��li�,�Q 4'-V' L NOTES; - I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. Tr T, 2. FINISHED SIDE OF FENCE SHALL FACE M ADJOINING PROPER'rY, IF APPLICABLE. COMPACTED GRAVEL UJOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE Z F= UJ W WC\2 O'^ W C\2 It CC W Cu �00 CO Ito IL. �' I Zx LON W �) Q) WrA to C) Cu a LO ) v 1 E- 4. �-1 ter rl, N O W U] l t MICHA L S. ; °C) 0& 0,31162 SSIONAL . C0 E_ U � I- -I C ~ Q � Qi I._4 z Qli W Cf) O um � U J w rx W ww �i I-+ •1 a LL DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 connectors I TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE SECTION B-B INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL 12'-I e-1 IT PIPE IS M OF THE STRUCTURE, HTHE INVERT ER THAN HOFBOTHE OSTRUCTURE 1 SHALL BE SHAPED WITH CEMENT MORTAR TO ' 0 PREVENT STANDING OR PONDING OF WATER L"I IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO -I 234" IT THE SHAPING IS TO BE INCLUDED IN THE BID DIMENSIONS FOR PRICE FOR THE STRUCTURE. CAST IRON ONLY 5. STEPS ARE TO BE PROVIDED WHEN H IS 4 -0 4'-2' OR GREATER. FOR DETAILS SEE STANDARD ST-1. 2'-7' I * /3" Dio. weep hole 2' -6A 6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. /s 1/2" C 7. # 4X8" SMOOTH DOWELS AT APPROXIMATELY <-. - 1'-3' - L" 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 888a 4 < m � a 2" in. TO ABUTTING CONCRETE TO PREVENT CGIIaf %w'm-a _ 4" depth Aggr. H c r: 6 6 #68, #78, or •E •E •E E i 2- I #8x6' width r n 12"-15"-18"or 24" C I 1 I I NN Nrn J A I , . - -A-'q - - SECTION A -A T ADJACENT TO ABUTTING CONCRETE TO PREVENT 7 SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. SEE ST'D T-DI-3,4 FOR ALTERNATE DESIGN. C 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO .D DRAIN SUBBASE MATERIAL. WEEP HOLE WITH cU 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE t DIAMETER 0.03", NUMBER 4 MESH HARDWARE =C CLOTH ANCHORED FIRMLY TO THE OUTSIDE 1 OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 2= (3000 PSI). PRECAST CONCRETE IS TO BE 4"t 4000 PSI. CONCRETE QUANTITIES FOR MIN. DEPTH 1 10. ANY ALTERNATE METHODS OF ANCHORAGE 12" conc. pipe-1.440 Cu. Yds, Concrete 9 MEETING THE APPROVAL OF THE ENGINEER 15" conc. pipe-1.528 Cu. Yds. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON 3- 18" conc. pipe-1.620 Cu. Yds. Concrete 4 -I I- 114 LUGS AS SHOWN HEREON. 24" conc. pipe-1.817 Cu. Yds. Concrete Add 0.469 Cu. Yds. per additional foot of depth. SECTION C-C SECTION D-D GRATE DETAIL APPROXIMATE WEIGHT Cast Iron Grate 363 f 18 lbs. STANDARD DROP INLET SPECIFICATION REFERENCE 2 12"-24" PIPE MAXIMUM DEPTH (H)=10' REFER ER VIRGINIA DEPARTMENT 33 104.01 of 302 TRANSPORTATION CONSTRUCTIONSTONE ENTRANCE ar a a _.rwr.w:.�:.(rap�I:e�:•1:e,;�rwh:eaer.e,:.,:w,:er.e,:h:�f:K><: �, / ELEVATION IH..e'e: ............ ;,� �r r•�r.�r•�r•• ii 11= .... I III ........ All WNIr u=�f•�t•. tl�f�f•�F� �f•! lit! nZAPPM DEVICE 0-M70V PLAN VIEW ,,,i,J�i,J�'a�,)�i,J�ii,)i,J�il�il�i,�. 3' A0k L�I.11lill..11 ,���y�� �� • �� •�'��'��'��•s�'��Y�•��'�C SECTION /1 RUNFORCM CONCRETE DA*W SPACE SECTION B-B Y ' / AW70 from 10 ftAk ,{l ,lord for W imm rWf .alJl4^ : lr and Va 9W " l 'J02-1 TEMPORARY DIVERSION DIKE Compacted Soil 18" min. -Flow 4.5' min. '1 SOURCE: VA. DSWC PLATE 3.09-1 PAVEMENT AR<N ° CURB CUT THRU z ISLAND TO PERMIT DRAINAGE CG-(0 CG-(o T1'PE II SCUPPER DETA L SCUPPER2 NOT TO SCALE UJIRE MESH REINFORCING VD.O.T. 8� ROAD AND BRIDGE STANDARDS SECTION 301.04 6 -� - •,ter CLASS A-3 CONCRETE T 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TRAS�4 DUI" IF5TER 1=42 (NOT TO SCALE) EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA 5TANDAFRD5 ASPHALT Pvl"IT. I � °4 \ GUTTER II _ -/ " ° I ° . CCii - Q 4 • A O A Y A- SUBBASE O I -� III I I � I I 0000 II-II=III II COMPACTED SUBGRADE (e5% DENSITY) CCU-&R DEFRESSED CURB DETAIL (NOT TO SCALE) NOTES: THICKNESS OF SUBBASE 15 THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. Dt-cg-ter-dtspcurb TEMPORARY SEDIMENT TRAP l'I VARIABLE. ORIGINAL GROUND I VARIABLE ELEV. 1.0' 67 CU. YD./ACRE ._ t, VARIABLE H 67 CU. YD./ACRE MAX (EXCAVATED) 4• FILTER CLOTH ORIGINAL GROUND ELEV. w -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN Pc"ET) - 6 X DRAINAGE AREA (IN AC.) DNERSION DIKE / 7."EGGREGATE EXGVATED ( / // FILTER CLOTH AREA -------- ..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR /5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. � r IIII FLOW - III I11 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 00 FLOWW G ���►I I I �� =11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLUE. 3.05-1 Slier wd It I�nnt ON -SITE PA\/EMENT SEGTION NOT TO SCALE -- 2" SM-12.5A SURFACE COURSE 6" SUBBASE VOOT STD. GR-218 4COMPACTED SUBGRADE (COMPACTED TO S5y DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SU15GRADE CBR DESIGN VALUE OF (er. SOIL TEST OF T1-IE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 83" 16p A ttrr �' • - 83" 2-24''K2 RECA" • II :: FOR WHEEL STOP u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE PLATE. 3.13-2 BLOCK AND GRAVEL DROP -, SEDIMENT FIL • WIRE SCREEN CONCRETE BLOCK GRAVEL* FILTER WIRE SCREEN OVER- FILTERED WATER RUNOFF lit ==7m WITH i!1111'e ��•��Pw � 1 ���'�tliL.r,►1i1tlY��j�otlt,!1 ��Y i err �� ��li.�►•.�I�,��h�w�jl/w�/r• X-L + �r WATER SEDIMENT •%silo . -DROP INLET WITH GATE SEDIMENT ` SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3„ #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 BLOCK &c GRAVEL CURB INLET SEDIMENT FILTER CURB INLET Was •-A CONCRETEWIRE SCREEN BLOCK GRAVEL FILTER :::� RUNOFF OVE13FLOW WATER WITH FILTERED WATER SEDIMENT } SEDIMENT WIRE SCREEN • ' - D 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 I'X4'X4'-D' SLATS, 2-FINI5H NAIL AT TOP AND COTTON 2"X4"X4' CEAMS. TOE NAIL TO POST 4"X4'XD' POSTS lss�"��li�,�Q 4'-V' L NOTES; - I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. Tr T, 2. FINISHED SIDE OF FENCE SHALL FACE M ADJOINING PROPER'rY, IF APPLICABLE. COMPACTED GRAVEL UJOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE Z F= UJ W WC\2 O'^ W C\2 It CC W Cu �00 CO Ito IL. �' I Zx LON W �) Q) WrA to C) Cu a LO ) v 1 E- 4. �-1 ter rl, N O W U] l t MICHA L S. ; °C) 0& 0,31162 SSIONAL . C0 E_ U � I- -I C ~ Q � Qi I._4 z Qli W Cf) O um � U J w rx W ww �i I-+ •1 a LL DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 5. STEPS ARE TO BE PROVIDED WHEN H IS 4 -0 4'-2' OR GREATER. FOR DETAILS SEE STANDARD ST-1. 2'-7' I * /3" Dio. weep hole 2' -6A 6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. /s 1/2" C 7. # 4X8" SMOOTH DOWELS AT APPROXIMATELY <-. - 1'-3' - L" 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 888a 4 < m � a 2" in. TO ABUTTING CONCRETE TO PREVENT CGIIaf %w'm-a _ 4" depth Aggr. H c r: 6 6 #68, #78, or •E •E •E E i 2- I #8x6' width r n 12"-15"-18"or 24" C I 1 I I NN Nrn J A I , . - -A-'q - - SECTION A -A T ADJACENT TO ABUTTING CONCRETE TO PREVENT 7 SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. SEE ST'D T-DI-3,4 FOR ALTERNATE DESIGN. C 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO .D DRAIN SUBBASE MATERIAL. WEEP HOLE WITH cU 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE t DIAMETER 0.03", NUMBER 4 MESH HARDWARE =C CLOTH ANCHORED FIRMLY TO THE OUTSIDE 1 OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 2= (3000 PSI). PRECAST CONCRETE IS TO BE 4"t 4000 PSI. CONCRETE QUANTITIES FOR MIN. DEPTH 1 10. ANY ALTERNATE METHODS OF ANCHORAGE 12" conc. pipe-1.440 Cu. Yds, Concrete 9 MEETING THE APPROVAL OF THE ENGINEER 15" conc. pipe-1.528 Cu. Yds. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON 3- 18" conc. pipe-1.620 Cu. Yds. Concrete 4 -I I- 114 LUGS AS SHOWN HEREON. 24" conc. pipe-1.817 Cu. Yds. Concrete Add 0.469 Cu. Yds. per additional foot of depth. SECTION C-C SECTION D-D GRATE DETAIL APPROXIMATE WEIGHT Cast Iron Grate 363 f 18 lbs. STANDARD DROP INLET SPECIFICATION REFERENCE 2 12"-24" PIPE MAXIMUM DEPTH (H)=10' REFER ER VIRGINIA DEPARTMENT 33 104.01 of 302 TRANSPORTATION CONSTRUCTIONSTONE ENTRANCE ar a a _.rwr.w:.�:.(rap�I:e�:•1:e,;�rwh:eaer.e,:.,:w,:er.e,:h:�f:K><: �, / ELEVATION IH..e'e: ............ ;,� �r r•�r.�r•�r•• ii 11= .... I III ........ All WNIr u=�f•�t•. tl�f�f•�F� �f•! lit! nZAPPM DEVICE 0-M70V PLAN VIEW ,,,i,J�i,J�'a�,)�i,J�ii,)i,J�il�il�i,�. 3' A0k L�I.11lill..11 ,���y�� �� • �� •�'��'��'��•s�'��Y�•��'�C SECTION /1 RUNFORCM CONCRETE DA*W SPACE SECTION B-B Y ' / AW70 from 10 ftAk ,{l ,lord for W imm rWf .alJl4^ : lr and Va 9W " l 'J02-1 TEMPORARY DIVERSION DIKE Compacted Soil 18" min. -Flow 4.5' min. '1 SOURCE: VA. DSWC PLATE 3.09-1 PAVEMENT AR<N ° CURB CUT THRU z ISLAND TO PERMIT DRAINAGE CG-(0 CG-(o T1'PE II SCUPPER DETA L SCUPPER2 NOT TO SCALE UJIRE MESH REINFORCING VD.O.T. 8� ROAD AND BRIDGE STANDARDS SECTION 301.04 6 -� - •,ter CLASS A-3 CONCRETE T 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TRAS�4 DUI" IF5TER 1=42 (NOT TO SCALE) EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA 5TANDAFRD5 ASPHALT Pvl"IT. I � °4 \ GUTTER II _ -/ " ° I ° . CCii - Q 4 • A O A Y A- SUBBASE O I -� III I I � I I 0000 II-II=III II COMPACTED SUBGRADE (e5% DENSITY) CCU-&R DEFRESSED CURB DETAIL (NOT TO SCALE) NOTES: THICKNESS OF SUBBASE 15 THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. Dt-cg-ter-dtspcurb TEMPORARY SEDIMENT TRAP l'I VARIABLE. ORIGINAL GROUND I VARIABLE ELEV. 1.0' 67 CU. YD./ACRE ._ t, VARIABLE H 67 CU. YD./ACRE MAX (EXCAVATED) 4• FILTER CLOTH ORIGINAL GROUND ELEV. w -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN Pc"ET) - 6 X DRAINAGE AREA (IN AC.) DNERSION DIKE / 7."EGGREGATE EXGVATED ( / // FILTER CLOTH AREA -------- ..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR /5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. � r IIII FLOW - III I11 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 00 FLOWW G ���►I I I �� =11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLUE. 3.05-1 Slier wd It I�nnt ON -SITE PA\/EMENT SEGTION NOT TO SCALE -- 2" SM-12.5A SURFACE COURSE 6" SUBBASE VOOT STD. GR-218 4COMPACTED SUBGRADE (COMPACTED TO S5y DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SU15GRADE CBR DESIGN VALUE OF (er. SOIL TEST OF T1-IE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 83" 16p A ttrr �' • - 83" 2-24''K2 RECA" • II :: FOR WHEEL STOP u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE PLATE. 3.13-2 BLOCK AND GRAVEL DROP -, SEDIMENT FIL • WIRE SCREEN CONCRETE BLOCK GRAVEL* FILTER WIRE SCREEN OVER- FILTERED WATER RUNOFF lit ==7m WITH i!1111'e ��•��Pw � 1 ���'�tliL.r,►1i1tlY��j�otlt,!1 ��Y i err �� ��li.�►•.�I�,��h�w�jl/w�/r• X-L + �r WATER SEDIMENT •%silo . -DROP INLET WITH GATE SEDIMENT ` SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3„ #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 BLOCK &c GRAVEL CURB INLET SEDIMENT FILTER CURB INLET Was •-A CONCRETEWIRE SCREEN BLOCK GRAVEL FILTER :::� RUNOFF OVE13FLOW WATER WITH FILTERED WATER SEDIMENT } SEDIMENT WIRE SCREEN • ' - D 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 I'X4'X4'-D' SLATS, 2-FINI5H NAIL AT TOP AND COTTON 2"X4"X4' CEAMS. TOE NAIL TO POST 4"X4'XD' POSTS lss�"��li�,�Q 4'-V' L NOTES; - I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. Tr T, 2. FINISHED SIDE OF FENCE SHALL FACE M ADJOINING PROPER'rY, IF APPLICABLE. COMPACTED GRAVEL UJOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE Z F= UJ W WC\2 O'^ W C\2 It CC W Cu �00 CO Ito IL. �' I Zx LON W �) Q) WrA to C) Cu a LO ) v 1 E- 4. �-1 ter rl, N O W U] l t MICHA L S. ; °C) 0& 0,31162 SSIONAL . C0 E_ U � I- -I C ~ Q � Qi I._4 z Qli W Cf) O um � U J w rx W ww �i I-+ •1 a LL DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 2= (3000 PSI). PRECAST CONCRETE IS TO BE 4"t 4000 PSI. CONCRETE QUANTITIES FOR MIN. DEPTH 1 10. ANY ALTERNATE METHODS OF ANCHORAGE 12" conc. pipe-1.440 Cu. Yds, Concrete 9 MEETING THE APPROVAL OF THE ENGINEER 15" conc. pipe-1.528 Cu. Yds. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON 3- 18" conc. pipe-1.620 Cu. Yds. Concrete 4 -I I- 114 LUGS AS SHOWN HEREON. 24" conc. pipe-1.817 Cu. Yds. Concrete Add 0.469 Cu. Yds. per additional foot of depth. SECTION C-C SECTION D-D GRATE DETAIL APPROXIMATE WEIGHT Cast Iron Grate 363 f 18 lbs. STANDARD DROP INLET SPECIFICATION REFERENCE 2 12"-24" PIPE MAXIMUM DEPTH (H)=10' REFER ER VIRGINIA DEPARTMENT 33 104.01 of 302 TRANSPORTATION CONSTRUCTIONSTONE ENTRANCE ar a a _.rwr.w:.�:.(rap�I:e�:•1:e,;�rwh:eaer.e,:.,:w,:er.e,:h:�f:K><: �, / ELEVATION IH..e'e: ............ ;,� �r r•�r.�r•�r•• ii 11= .... I III ........ All WNIr u=�f•�t•. tl�f�f•�F� �f•! lit! nZAPPM DEVICE 0-M70V PLAN VIEW ,,,i,J�i,J�'a�,)�i,J�ii,)i,J�il�il�i,�. 3' A0k L�I.11lill..11 ,���y�� �� • �� •�'��'��'��•s�'��Y�•��'�C SECTION /1 RUNFORCM CONCRETE DA*W SPACE SECTION B-B Y ' / AW70 from 10 ftAk ,{l ,lord for W imm rWf .alJl4^ : lr and Va 9W " l 'J02-1 TEMPORARY DIVERSION DIKE Compacted Soil 18" min. -Flow 4.5' min. '1 SOURCE: VA. DSWC PLATE 3.09-1 PAVEMENT AR<N ° CURB CUT THRU z ISLAND TO PERMIT DRAINAGE CG-(0 CG-(o T1'PE II SCUPPER DETA L SCUPPER2 NOT TO SCALE UJIRE MESH REINFORCING VD.O.T. 8� ROAD AND BRIDGE STANDARDS SECTION 301.04 6 -� - •,ter CLASS A-3 CONCRETE T 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TRAS�4 DUI" IF5TER 1=42 (NOT TO SCALE) EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA 5TANDAFRD5 ASPHALT Pvl"IT. I � °4 \ GUTTER II _ -/ " ° I ° . CCii - Q 4 • A O A Y A- SUBBASE O I -� III I I � I I 0000 II-II=III II COMPACTED SUBGRADE (e5% DENSITY) CCU-&R DEFRESSED CURB DETAIL (NOT TO SCALE) NOTES: THICKNESS OF SUBBASE 15 THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. Dt-cg-ter-dtspcurb TEMPORARY SEDIMENT TRAP l'I VARIABLE. ORIGINAL GROUND I VARIABLE ELEV. 1.0' 67 CU. YD./ACRE ._ t, VARIABLE H 67 CU. YD./ACRE MAX (EXCAVATED) 4• FILTER CLOTH ORIGINAL GROUND ELEV. w -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN Pc"ET) - 6 X DRAINAGE AREA (IN AC.) DNERSION DIKE / 7."EGGREGATE EXGVATED ( / // FILTER CLOTH AREA -------- ..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR /5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. � r IIII FLOW - III I11 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 00 FLOWW G ���►I I I �� =11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLUE. 3.05-1 Slier wd It I�nnt ON -SITE PA\/EMENT SEGTION NOT TO SCALE -- 2" SM-12.5A SURFACE COURSE 6" SUBBASE VOOT STD. GR-218 4COMPACTED SUBGRADE (COMPACTED TO S5y DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SU15GRADE CBR DESIGN VALUE OF (er. SOIL TEST OF T1-IE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 83" 16p A ttrr �' • - 83" 2-24''K2 RECA" • II :: FOR WHEEL STOP u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE PLATE. 3.13-2 BLOCK AND GRAVEL DROP -, SEDIMENT FIL • WIRE SCREEN CONCRETE BLOCK GRAVEL* FILTER WIRE SCREEN OVER- FILTERED WATER RUNOFF lit ==7m WITH i!1111'e ��•��Pw � 1 ���'�tliL.r,►1i1tlY��j�otlt,!1 ��Y i err �� ��li.�►•.�I�,��h�w�jl/w�/r• X-L + �r WATER SEDIMENT •%silo . -DROP INLET WITH GATE SEDIMENT ` SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3„ #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 BLOCK &c GRAVEL CURB INLET SEDIMENT FILTER CURB INLET Was •-A CONCRETEWIRE SCREEN BLOCK GRAVEL FILTER :::� RUNOFF OVE13FLOW WATER WITH FILTERED WATER SEDIMENT } SEDIMENT WIRE SCREEN • ' - D 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 I'X4'X4'-D' SLATS, 2-FINI5H NAIL AT TOP AND COTTON 2"X4"X4' CEAMS. TOE NAIL TO POST 4"X4'XD' POSTS lss�"��li�,�Q 4'-V' L NOTES; - I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. Tr T, 2. FINISHED SIDE OF FENCE SHALL FACE M ADJOINING PROPER'rY, IF APPLICABLE. COMPACTED GRAVEL UJOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE Z F= UJ W WC\2 O'^ W C\2 It CC W Cu �00 CO Ito IL. �' I Zx LON W �) Q) WrA to C) Cu a LO ) v 1 E- 4. �-1 ter rl, N O W U] l t MICHA L S. ; °C) 0& 0,31162 SSIONAL . C0 E_ U � I- -I C ~ Q � Qi I._4 z Qli W Cf) O um � U J w rx W ww �i I-+ •1 a LL DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 TEMPORARY DIVERSION DIKE Compacted Soil 18" min. -Flow 4.5' min. '1 SOURCE: VA. DSWC PLATE 3.09-1 PAVEMENT AR<N ° CURB CUT THRU z ISLAND TO PERMIT DRAINAGE CG-(0 CG-(o T1'PE II SCUPPER DETA L SCUPPER2 NOT TO SCALE UJIRE MESH REINFORCING VD.O.T. 8� ROAD AND BRIDGE STANDARDS SECTION 301.04 6 -� - •,ter CLASS A-3 CONCRETE T 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TRAS�4 DUI" IF5TER 1=42 (NOT TO SCALE) EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA 5TANDAFRD5 ASPHALT Pvl"IT. I � °4 \ GUTTER II _ -/ " ° I ° . CCii - Q 4 • A O A Y A- SUBBASE O I -� III I I � I I 0000 II-II=III II COMPACTED SUBGRADE (e5% DENSITY) CCU-&R DEFRESSED CURB DETAIL (NOT TO SCALE) NOTES: THICKNESS OF SUBBASE 15 THE SAME AS THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. Dt-cg-ter-dtspcurb TEMPORARY SEDIMENT TRAP l'I VARIABLE. ORIGINAL GROUND I VARIABLE ELEV. 1.0' 67 CU. YD./ACRE ._ t, VARIABLE H 67 CU. YD./ACRE MAX (EXCAVATED) 4• FILTER CLOTH ORIGINAL GROUND ELEV. w -SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN Pc"ET) - 6 X DRAINAGE AREA (IN AC.) DNERSION DIKE / 7."EGGREGATE EXGVATED ( / // FILTER CLOTH AREA -------- ..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR /5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. � r IIII FLOW - III I11 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 00 FLOWW G ���►I I I �� =11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLUE. 3.05-1 Slier wd It I�nnt ON -SITE PA\/EMENT SEGTION NOT TO SCALE -- 2" SM-12.5A SURFACE COURSE 6" SUBBASE VOOT STD. GR-218 4COMPACTED SUBGRADE (COMPACTED TO S5y DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SU15GRADE CBR DESIGN VALUE OF (er. SOIL TEST OF T1-IE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 83" 16p A ttrr �' • - 83" 2-24''K2 RECA" • II :: FOR WHEEL STOP u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE PLATE. 3.13-2 BLOCK AND GRAVEL DROP -, SEDIMENT FIL • WIRE SCREEN CONCRETE BLOCK GRAVEL* FILTER WIRE SCREEN OVER- FILTERED WATER RUNOFF lit ==7m WITH i!1111'e ��•��Pw � 1 ���'�tliL.r,►1i1tlY��j�otlt,!1 ��Y i err �� ��li.�►•.�I�,��h�w�jl/w�/r• X-L + �r WATER SEDIMENT •%silo . -DROP INLET WITH GATE SEDIMENT ` SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3„ #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 BLOCK &c GRAVEL CURB INLET SEDIMENT FILTER CURB INLET Was •-A CONCRETEWIRE SCREEN BLOCK GRAVEL FILTER :::� RUNOFF OVE13FLOW WATER WITH FILTERED WATER SEDIMENT } SEDIMENT WIRE SCREEN • ' - D 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 I'X4'X4'-D' SLATS, 2-FINI5H NAIL AT TOP AND COTTON 2"X4"X4' CEAMS. TOE NAIL TO POST 4"X4'XD' POSTS lss�"��li�,�Q 4'-V' L NOTES; - I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. Tr T, 2. FINISHED SIDE OF FENCE SHALL FACE M ADJOINING PROPER'rY, IF APPLICABLE. COMPACTED GRAVEL UJOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE Z F= UJ W WC\2 O'^ W C\2 It CC W Cu �00 CO Ito IL. �' I Zx LON W �) Q) WrA to C) Cu a LO ) v 1 E- 4. �-1 ter rl, N O W U] l t MICHA L S. ; °C) 0& 0,31162 SSIONAL . C0 E_ U � I- -I C ~ Q � Qi I._4 z Qli W Cf) O um � U J w rx W ww �i I-+ •1 a LL DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 / 7."EGGREGATE EXGVATED ( / // FILTER CLOTH AREA -------- ..COARSE AGGREGATE SHALL BE VDOT #3, #357 OR /5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. � r IIII FLOW - III I11 4 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. 00 FLOWW G ���►I I I �� =11 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLUE. 3.05-1 Slier wd It I�nnt ON -SITE PA\/EMENT SEGTION NOT TO SCALE -- 2" SM-12.5A SURFACE COURSE 6" SUBBASE VOOT STD. GR-218 4COMPACTED SUBGRADE (COMPACTED TO S5y DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SU15GRADE CBR DESIGN VALUE OF (er. SOIL TEST OF T1-IE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 83" 16p A ttrr �' • - 83" 2-24''K2 RECA" • II :: FOR WHEEL STOP u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE PLATE. 3.13-2 BLOCK AND GRAVEL DROP -, SEDIMENT FIL • WIRE SCREEN CONCRETE BLOCK GRAVEL* FILTER WIRE SCREEN OVER- FILTERED WATER RUNOFF lit ==7m WITH i!1111'e ��•��Pw � 1 ���'�tliL.r,►1i1tlY��j�otlt,!1 ��Y i err �� ��li.�►•.�I�,��h�w�jl/w�/r• X-L + �r WATER SEDIMENT •%silo . -DROP INLET WITH GATE SEDIMENT ` SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3„ #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 BLOCK &c GRAVEL CURB INLET SEDIMENT FILTER CURB INLET Was •-A CONCRETEWIRE SCREEN BLOCK GRAVEL FILTER :::� RUNOFF OVE13FLOW WATER WITH FILTERED WATER SEDIMENT } SEDIMENT WIRE SCREEN • ' - D 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 I'X4'X4'-D' SLATS, 2-FINI5H NAIL AT TOP AND COTTON 2"X4"X4' CEAMS. TOE NAIL TO POST 4"X4'XD' POSTS lss�"��li�,�Q 4'-V' L NOTES; - I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. Tr T, 2. FINISHED SIDE OF FENCE SHALL FACE M ADJOINING PROPER'rY, IF APPLICABLE. COMPACTED GRAVEL UJOOD FENCE DETAIL FOR DUMPSTER ENCLOSURE NOT TO SCALE Z F= UJ W WC\2 O'^ W C\2 It CC W Cu �00 CO Ito IL. �' I Zx LON W �) Q) WrA to C) Cu a LO ) v 1 E- 4. �-1 ter rl, N O W U] l t MICHA L S. ; °C) 0& 0,31162 SSIONAL . C0 E_ U � I- -I C ~ Q � Qi I._4 z Qli W Cf) O um � U J w rx W ww �i I-+ •1 a LL DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 �-1 ter rl, N O W U] l t MICHA L S. ; °C) 0& 0,31162 SSIONAL . C0 E_ U � I- -I C ~ Q � Qi I._4 z Qli W Cf) O um � U J w rx W ww �i I-+ •1 a LL DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 l t MICHA L S. ; °C) 0& 0,31162 SSIONAL . C0 E_ U � I- -I C ~ Q � Qi I._4 z Qli W Cf) O um � U J w rx W ww �i I-+ •1 a LL DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7 EX. 54" CMP f EX. HEADWALL NOTE: NO CONSTRUCTION ACTIVITY WHATSOEVER EX. DITCH OR ENTRANCE ONTO THE LIMITED ACEE55 RIGHT- X-SEC:TION OF -WAY IS ALLOWED. 0 " )`X. SAN M�•1 APPROX.LOGEXR!W LL CONSTRUCTION WITHIN TOP=689. . .00LIMITED ACCESS R/W SHALL INV = 619.36 IN BE BY VDOT PERSONNEL INV=619.28 IN ONLY. INV=61J.20 OUT EX, FENCELI_ Ni_ - - / EX. TLUIN 1 'CMP'S 51 GRAVEL DRIVE CONTRACTOR MAY FIELD ADJUST 36" RCP STORM SEWER TO THE ' EX. MAIL WEST IN ORDER TO SAVE EXISTING BOXES Ge TREES ALONG GARBER LANE, PIPE 9.08 MAY BE LOCATED UNDER EXISTING EDGE OF PAVEMENT Al VDOT'S DIRECTION. ` X. SIGN E CMP/'� r + \ ALL DRIVEWAY ENTRANCES TO B REMOVED 2 \ SHALL BE RESTORED TO 2 M THEIR ORIGINAL i'ONDITION MATCH LINE THIS SWEET + N/F BILLY AU \ DB 828, PG 820 co ZONED: 5-2 \\ \\ USE: RESIDENTIAL \ +TM 648-((A))- I \ DENOTES TEST PIT REQ.'D EX. SAN. MN TO DETERMINE EXACT TOP=695.99 - HORIZ_ 4 VERT. LOCATION INV.=68P.64 �X1 lee, /s 0 s�10, ` WET TAF TAPPING SLEEVE N/F MARILYN J. ROANE, ET ALS A \4 VALVE CONNECTION DB 618, PG 154 y� ZONED: 5-2 \�s s,Y� + � � USE: COMMERCIAL 0 TM 64-((A))-5C \ \ �� N/F JAMES A. GARBER ®� 0 DB 279, PG 144 ZONED: 5-2 ® 5 ti ��� �, �,,� \ �'Ab \ L USE: RESIDENTIAL x Q •�•� TM 64A-((A))-2 �e 0 4 + \ s Ex. SAN. MP �� \ TOP=101.00 EX. BLOCK PROP. DOGHOUSE ��0 / \ INV.=692.51 GAR. MANHOLE4 PROP. 12'x30' CONC. DUM�'5 R PAD W/ ENCLOSURE \ PROP. 6 SAN. U �: (SEE DETAIL) \ s AND PROPERTY OWNER'S LAT. ,@ 205% A 5 R I 86 • t ACCESS SHALL ESE PROVIDED SAT ALL TIMES. EX. WOODEN RETAINING WALL 2A N/F JERRY L. d PATRICIA B. GRIMES N/F SOUTHERN FASTENERS,INC.'�'�� s\ ERN , • 'P � Q% \ PG 261 DB 641% . •3 . •. w� , `� i ® �'� \ ZONED: 5-2 / u o `1 $1 USE: RESIDENTIAL ZONED: 5-3 PROP. 296 -12 PVC rJ�� t .�,'� �a \ USE: COMMERCIAL ROOF DRAIN 6 2.059 o d 'P �� �` 00 N/F BILLY AU a TM 64-((A))-5B _ 4 0�' p F SM EX. 18" CMP TO o �' �`'' DB 828, PG 520 tea, \ \ TM 64B-llll) lA ��p��� ��,• ��� 83 ' ,se 1 T Ex_ SAN. MP 2 4 0 G 24 �' \ TOP-li2.82 BE REMOVED d q 4 ZONED: B-2 \ \ EX. METAL > �'�Qp�,O 00¢ �� ¢ �3 l PJ INV.=103.54 REPLACED W/ 21" .RCP f a-p7 USE: RESIDENTIAL \ SHED e `�p� (,'� ��. \ w ' TM 64B-((A))-1 °� \ v {� �� �`� �� �' �m 6 �' s - P �,� 4, ti -+ �� y �, EX. SIGN le o I N/F CORDON ENTERPRISES, LLC \ \o �,� �ti��0 Q� �e 6A \ DB S20, PG I&S -� W O EX. CONC. HNJ `� �,�°�(4A \ O L� - °� . �+ \ C ZONED: B 2 ` .: ..,I ` °N m TO BE REMOVED \ '� \�, �� / USE: COMMERCIAL EX. TWO STORY �<•f' �G 5 i 0 z l7 PROVIDE CL I RIPRAP W/ IS CMP Q REPLACED FOR\ \ BRICK OFFICE CSC a z FROM EX, POND OUTFALL PROP. 21 RCP A5 NEEDED TM '6'4B-((l)!-2C BUILDING QP�\0 ; {�� `'� V� ' • / w TO PROP. 36" RCP '` p. ° MATCH LINE THIS SWEET 0.31 EX. SAN. MP ,.' �� ��` p , e��'�5'R eQ 2' SC PP R N N/F DR JAMES M. SCNULTZ TOP=1z0.10 '<o �� '��' �� / (SEE DETAI ) IE w DB 683, PG 284 INV.=108.13..,..,��p�oQti�' >x 5 R ENTRANCE PAVEMENT SECTION NOT TO SCALE 1 O ASPHALT CONCRETE SURFACE COURSE TYPE 5M-2A (MOD-) W1 AC-30 O 165 LBS. PER SQ. YD. 2 O2 2" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE IM-IA O3 5" ASPHALT CONCRETE BASE COURSE TYPE 5M-2 - _ 8" AGGREGATE BASE MATERIAL TYPE I 3 4 NO. 21-5. (For Subbase) PAVEMENT DESIGN BASED ON STATE HIGHWAY PROJECT 0522-034-111, RW-201, C501, SHEET 2 PAVEMENT STRUCTURE TO BE CONSTRUCTED AS SHOWN OR MATCH EXISITNG. \ I N 111,11 NOTE: ALL PROPOSED UTILITIES cz "to Z TO BE PLACED UNDERGROUND. m OZ Z lu ., mwT NW �.�Z X 01� Z ,►, �Iti m qj J F �° EX. CONTROL 5TR. D 3: INV. 113.5 -0 lu VDOT DRY SWM POND \ C N/F COt-IMONWEALTH OF O VIRGINIA n DB 805, PG 563 ZONED: 5-2ri USE: PONDING AREA TM 64-((A))-4C VERTICAL DATUM USED FOR \ 88 9 -1 B 15 I �\ j ' THESE PLANS 15 NAD 83, �\ TM 64�(ll))-3 `� �j CG 6R 10_�\ A 64_ S 46°I1'38_W HI �. N_11'38" E — — - — — N 46°I1'38" E �' 144.80' PO MOD - 160.00' 192.00' — — — \\ R=1485.40 SHOEBOPX) LIGHT r EX, ROUTE/ 0 SIGN MAX. HEIGHTD--135' \— 1NG _ DIRECTIONAL MAX. AREA-150 SF. SIGN TO BE PER 165-30 (H) (1) INV.=115A1' RELOCATED gj5 R ZONED: 5-2 ,�� , F� � .. Q ° O� ,� .,��, , ; • FA � USE: COMMERCIAL � � � Y � - , TM 648-((1))-2B \ ° �' �¢ DEPRES �Q�' URE3 2 LF �Q �' 24' 20' l �21 N/F JANET ZIVIELLO �5 �J G. / \\ �. DB 164 P 501 QA ZONED: 5-2 0 f� N/F GKH PARTNERSHIP 4 BUILDING / USE: VACANT DB 55% PG Ill EX, 10' SAN. 5EW. ESMT. TM 64154(1))-4 9,: �� Lo ZONED: 5-2 D.B. 453, PG. 323 / 0.11 Ac. ��q CG-12 �5, FLAGPOLE USE: COMMERCIAL � � TM 64B-l(l))-2D Ex. PAVED ss, 5' oNC. s i PARKING ��\ 0QP TM 64540))-5 ZONED: 52 a CG 6R F ro GP ASMY.USE: VACANT -12 �� fL 1.24 Ac. \\ \\�'R POP. 20 TM. _ 2 1 /1 SIN \ / N 0IR CG-6 2'R� Lv rn N/F SUNNYSIDE I LLC \\ 3'R O CONSOLIDATEDPARCELS TO E DB 514, PG 1514 EX. PAVED 5'R S' (TYP.) - ZONED: 5-2 PARKING �\[— , I USE• COMMERCIAL /�% _-f N 1 APPROVAL FREDERICK COUNTY ZONING ADMINISTRATOR DEVELOPER TO ENTER INTO 40' EX. TRAFFIC AGREEMENT WITH VDOT FOR EX. TRAFFIC SIGNAL POLE SIGNALIZATION SIGNAL POLE s EX. MILAGE/ROUTE SIGN �� ❑ EX. CG-1 CURB 4 GUTTER ERADICATE CG-11 EX. DI EX. 15" RCP EX DT— EX. 15" RCP X. I STRIPING ENTRANCE EX. STREET TOP=125.3 TOP=125.2 TOP=125.3 —-----_..__. (SEE PAVEMENT NAME SIGN PROP. LEFT DETA+ SHEET 2) EX_ LEFT TURN --__---=7\TURN ARROWS ARROWS J J EX. LEFT TURN LANE -- ONT -7R-- - CONTROLLED BY - EXTEND STOP STOP LIGHT, YIELDING INSTALL LEFT TURN LIGHT v ROUTE 522 TO ONCOMING TRAFFIC N 160' RAU BAR 15 NOT PROVIDED. TURN-YRIELD)ON FOR LEFT X —POSTED SPEED 35 M.P.N. f—APPROX. SIGNAL LIGHT 0 z a: w Z W cv o Cc L0 CO CQ CO u7 I rn Z ­4> x o Ln � W b� ro W LO LO 0 r. N X CD, 'r E-• 4, � m m w U) = Z W � zo IL 0U- I w v m wly w w °- O +- O } w ww 0 a OF o j �f v TUNG N No. 026715 sal SIGNAL HIKUSUMA� Z '' _ co w E_ — D U � co r� 6 > Z Ix E- a Z E� � U W �Q — u �040 a u OVERHANG ,\CY�J EX. TRAFFIC Ex. 21 RGP Ex. zi" RCP CONTROL BOX - — - •. C. X. GG' 12 O EX. CG -12N/F THE ��� fPG. N/F VIRGINIA ASSOC., INC. � z DATE: OCTOBER. 2001 D.B.1PG _` F • \ , . 63 TREET Ex. S° cp DAB. 829, PRICE � COMPANY NAME SIGN � C� ZONE: B2 \ •-4 TO /� EX. TRAFFIC \ USE: RESTAURANT A T{1 ` SIGNAL POLE ZONE' B2 = •/` _ :.'� .` � USE: RETAIL SALES SCALE: 1' 30' PROP. TRAFFIC SIGNAL POLE (EXACT LOCATION 30 150 30 �00 TO BE DETERMINED BY -m PROP. RE -STRIPING TO DESIGNED BY: MSS/JNT CONTRACTOR/INSTALLER) O ALLOW THRU-LANE (PROVIDE ON ALL ARROWS OF THIS LANE) SCALE: 1" = 30' FILE NO. 2753H 3 nj a SHEET 2 OF 7 EX. 54" CMP I - --- _` - EX. +HEADWALL .; Lu uj MATCH LINE THIS SHEET Z NOTE: NO CONSTRUCTION ACTIVITY WHATSOEVER EX. DITCH �' .• OR ENTRANCE ONTO THE LIMITED ACCESS RIGHT- X-SECTION X OF -WAY IS ALLOWED. + N/F BILLY AU \ '''e,, DB 828, PG 820CD ZONED: 5-2 \\ \ Z W O LEA L CONSTRUCTION WItH(N EX. SAN MN 8 USE: RESIDENTIAL \ 8- TM 648-((A))-1 \ CQ o c° ,n CO TCP=68900 APPROX. LOG. EX. R/UJ LIMITED ACCESS R/W SHALL ONLY..,. INV=619.36 IN BE BY VDOT PERSONNEL \ + c5,, DENOTES TESL PIT REQ.'D EX. SAN. MH \ -- ��� TO TO DETERMINE EXACT TOP-695.99 - / Q °' •� d 1 INV=619.28 IN INV=619.20 OUT EX. FENGELI- _.-N` ___ _ ___ __ - - X _ fix.\\ HORIZ. 4 VERT. LOCATION INV. 688.64 �e +� ,p �� \s0 _- % ---"'- ` cfl LO m rn s' � ---�- �- tea, sct`'Po �ti �O ��` i \ � d �o s'S� s \ WET TAF � N/F MARILYN RILYN J. ROANE, ET ALS •VALVENGc?NNEGtION Z .� x o cv � cv EX. TWIN 1 "GMP'S ter,\ 51 86 GRAVEL DRIVE PP �• �� ��se, �' / fis s + l 4 DB 618, ZONED: B-2 �'o 3 o USE: COMMERCIAL �� W � � o a ' CONTRACTOR MAY FIELD ADJUST / ��� \ \ ��� ` / s �\ `s CID x �' EX. MAIL 36 RCP STORM SEWER TO THE L Ox B E9 e WEST IN ORDER TO SAVE EXISTING 405 N/F JAME$ A. GARBER DB 219, PG 144TREES . \ c \ ALONG GARBER LANE. PIPE ,.� MAY BE LOCATED UNDER EXISTING �`� �� � ZONED: 5-2 ® 5 USE: RESIDENTIAL �� V / Q �� p / �� c�. /-�. m In W �. � a) o EDGE OF PAVEMENT At VDOT'S i TM 64A-((A))-2 �Q � + \ Ex. SAN. MH DIRECTION. SIGN �� �� EX. BLOCK PROP. DOGHOUSE G �% �MANHOLE \ OP=101.00X. V.=692.51wGAR_ %\R\\ + ALL DRIVEWAY ENtRANCE5 e E . CMPi~� B REMOVED 2 \ SHALL BE RESTORED t0 M THEIR ORIGINAL CONDITION AND PROPERTY OWNER'S _PROP. b�' „ PROP. 6 SAN. Cal LAT. w 2.08%o 5 R 12'x30' CONC. DUM�'5TO PAD W/ENCLOSURE \2 (SEE DETAIL) s I 4 ,\G , i_ ACCESS SHALL BE PROVIDED �AT ALL TIMES. �,✓� ' ` . "Y / c,� \ \ \ • EX. WOODEN � RETAINING WALL �� �j, `� z IL 2A 88°\ N/F JERRY L. 4 PATRICIA B. GRIMES 4D: PG 261 \ ZONED: • ZONED: B-2 14> ® �`? � � USE: RESIDENTIAL \ ,� -;.�:� ��, `''\ N/F SOUTHERN FASTENERS, INC. ..•., �, 'P DB 649, , .... 'P PG 81 P , f . �� ZONED: 5-3 PR. 2962" PVC-} �4i �•-... •.�.• •';�,. \ F�ILL �o v \ � \ � ' ��P p V a w p a _o o ° ;' m`� pp N/F BILLY AU ee TM 64-((A))-58 v i °``� DB 828, PG 820 �- \ CIA /o E COMMERCIAL ROOFDRAIN2.05�,�o TM 641540))-lA �w� F 5M, 83• d � �'.a �� J EX. SAN. M+� W u o w 0 W [Y w EX. IS" CMP TO �0 4 / \ BE REMOVED 4 ZONED: B-2 \ �i (1, :, XO r \ \ REPLACED W/ 21 -RCP �.07 ® USE: RESIDENTIAL °`�'� °\� p-+-•G� Gp'� �Ci �F Q- 24' EX. METAL ' % �,�`� `fp 0� �� � {3 ( P.) SHED 0 '� ti rn P 0 v� o �. D� e �` `�K' TOP=112.82 0 b \ INV.=103.54 6 �p «, [L 0 w ly w 0_ 0 o TM 648-((A))-1 >> s + �ti��tim Ex. SIGN \ F O } w GGJ + N/F GORDON ENTERPRISES, LLC �� W e �;+ \'� \ EX. CONC. H/W o fii \ / DB 920 PG 169 \ �� �+ � � `• • . 0 Peel -p-� �' A' i" �� •: >r CA ZONED: B-2 •... �' ' P m �. �1 ��, ►- 0 m �' a _ TO BE REMOVED �lG �� / I M 4 PLACED FOR W 8 C P RE USE: COMMERCIALEX. TWO STORY ;•'`� `: ' �G •'' 5, rn 0.- z TM 64B-((1))-2C BRICK OFFICE ,��0 �' � � . , G , :• � � PROVIDE GL I RIPRAP I Z FROM EX. POND OUTFACE PROP. 21 RCP AS NEEDED BUILDING ti �QP �\/ `'� ^' ' � 0� 8 I ��� G e ' �' `" 41, TO PROP. 36 RCP ,\ I a' OF MATCH LINE THIS SHEET / Go,,: •?� P �l ,. ¢pe��� �� Q�� QQ EX. SAN. MN :-. ':. 4 ' : �� �'� �, 5'R ' SC PP R N/F DR JAMES M. SCHULTZ TOP=120.10 �' / �:��;: �' '<o �� '�� �� / (SEE DETAIL) DB 683, PG 284 INV.=105.13 �``� .�• : '` '.•' - ,�OPoQti� �` e-- 5R '� ' ' I� I TUNG HIKUS a ZONED: B-2 T PAVEMENT TI O N USE: COMMERCIAL EN RANCESEC •,�,�`�°�,' ' 0�� ,��, r ; / ti 5'R . �. m` 0 1p �c�a� 3�� R �` ti.,ESN / i I� I S•5 111.11 �o �uIrlo S No. 026715 a Cs NOT To SCALE TM 648-((l))-25 Q`� URB, 2 LF 24' 20' l �2� • N07E. ALL PROPOSED UTILITIES NC7 Z OZ� `SIGNAL ASPHALT CONCRETE SURFACE COURSE TYPE 1 _ _ 1 � SM 2A (MODS LU/ AG 30 0 165 CBS. PER SQ. YD. 2 l _/ N/F JANET G. ZIVIELLO 15 -� � ,;. DB 764 P 501 Q� •��, / TO BE PLACED UNDERGROUND. U Iy z M f11 W n 2" ASPHALT CONCRETE INTERMEDIATE COURSE OO TYPE IM-IA N/F GKH PARTNERSHIP 4 BUILDING ZONED: 5-2 p f� USE: VACANT Gp�ti(�'+ 0' 39.9' • co 01w U3 ^' A '' ASPHALT NC BASE COURSE DB 55% PG Ill O 5CONCRETE EX. 10 SAN. TYPE BM-2 ZONED: B-2 D.B. 453, PG. TM 6454(0)-4 °'; SEW. ESMT. 9'- : Q 323 / 0.11 Ac. CG-12 ' FLAGPOLE X cp w I N - Z iti N U 70 - - i USE: COMMERCIAL ® S AGGREGATE BASE MATERIAL TYPE I 3 4 NO. 21-B. (For Subbase) TM 64B-((l))-2D EX. PAVED PARKING �Q� 15, SS, 5' ONC. S/W 10 • ~' g��� qw 10' P�G� �, • °,� R 0 TM 648-((I))-5 _ EX. CONTROL STR. INV. 113.5 -� p z -0 � r •,� • eP O a - v° '.� • t•. ''� ZONED: 52 CG 6R F VACANT I GP ASMY.USE: SIGN BASED ON STATE HIGHWAY PROJECT 0522-034-Ill RW-201 C501 SHEET 2 % — W �H 124 Ac_ PAVEMENT DE \Gj ip PAVEMENT STRUCTURE TO BE CONSTRUCTED A$ SHOWN OR MATCH EXISITNG. \\ O� /5'R POP. 20' TM. 1 ;� -12 t / CG-12 15'R 430 VDOT DRY SLUM POND I \ I \\ �, .. D G. SM . / N �, 4.5'R 15 RGP R GG-6 2_ R� 45 N/F COMMONWEALTH OF VIRGINIA O � N/F SUNNYSIDE I LLC \ \ ^ m 15'R —29' O .� 3'R 8 DB WE" PG 563 ZONED: 5-2 D E _, 04, Z DB S14, PG 1514 EX. PAVED �� ` ZONED: 5-2 PARKING �\ \ 'i�''� CONSOLIDATED 6.75'R 5'R g' (TYPJ - x . N 1 4 s. 5'R USE: PONDING AREA I TM 64-((A))-4C VERTICAL DATUM USED FOR I \ E-►-� I4 USE: COMMERCIAL TM 648-((W-3 ��j B 15CD 9 CG 6R = 3 10' THESE PLANS 15 NAD 83, \ 68 Q � I A=84.41' S 46°I1'38" W HI F. N 46°11'38" E R=1485.40' �' 144,80' PO MOUNTE 1fo0.00' SHOEBOX LIGHT �� 0 N 46'I1'38" E _ - 1 - - - - - - 192.00' PROP. FREESTANDING Z Q �' w _ ITYPJ EX. ROUTE/ SIGN, MAX. HEIGHT=.iS' Q'' �� DIRECTIONAL - MAX. AREA_150 S.F. I Z O SIGN TO BE RELOCATED PER 165-30 (H) (1) INV.=115.41' _ U DEVELOPER 70 ENTER INTO ;• 4® EX.. TRAFFIC AGREEMENT WITH VDOT FOR EX. TRAFFIC SIGNAL POLE E--� SIGNALIZAtION SIGNAL POLE _ �� 1� :. EX. MILAGE/ROUTE SIGN �- J W �!y -"f ` `--- ___---_____ ` '�� ---- EX. GG'1 CURB 4 GUTTER ERADICATE GCs-II EX. DI y ---- STRIPING ENTRANCE EX. STREET TOP =125.3 EY,. 15" RGP Ex D�-- EX. 15" PCP X, I TOP =125.2 TOP =125.3 � W � • --- lPAVEMENT SEENAME SIGN PROP. LEFT / DETAfL,SHEET 2) /TURN ARROWS EX. LEFT TURN APPROVAL _ __ ____^_ \ ARROWS Q _ J 1 EX. LEFT TURN LANE -- CONTROLLED BY ' um _ MONT 0 STOP LIGHT, YIELDING _ _-UrJ.__ROUTE rJ22 EXTEND STOP TO ONCOMING TRAFFIC 160' RN1 BAR IS NOT PROVIDED. _ _— — -- INSTALL LEFT TURN LIGHT _ (NU PROVISION FOR LEFT X - TUrwN} FREDERICK COUNTY ZONING ADMINISTRATOR DATE POSTED SPEED 35 M.P.N. --- -- -^- YIELD) APPROX. SIGNAL LIGHT UA ✓-OVERHANG (TYPJ ' EX. TRAFFIC --- CONTROL Box T --- / '- -� EX. 21" RCP Ex. 21" RCP X. GG-12 O EX. CG-12��'�N/F N/F VIRGINIA ASSOC., INC. THE PRICE COMPANY \ D.B. 951, PG. (03 EX.STREET CSC :..:. -DATE: NAME SIGN -{ D.F3. 829, PCB. 48l ZONE: 52 tfi1 _ / l=x. TRAFFIC ZONE: 52 USE: RESTAURANT ' �\ A Tn r �c SIGNAL POLE _ USE.: RETAIL SALES OCTOBER. 2001 SCALE: 1" = 30 I ,�, PROP. TRAFFIC SIGNAL �\ W 0 POLE (EXACT LOCATION S � 30 15 0 30 fog TO BE DETERMINED BY -.� � PROP. CONTRACTOR/INSTALLER) V E ALLOW RE -STRIPING t0 THRU-LANE (PROVIDE DESIGNED BY:MSS/JNT ON ALL ARROWS OF THIS LANE) SCALE: 1" = 30" FILE NO. 2753H 1� ' [SHEET 2 OF 7 GENERAL NOTES VD0T GENERAL NOTES LEGEND VICINITY YAP C'3 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 Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR - --- -' `- a _ 3 . -- -•- �' `" M' "� SCALE 1 "= 2000' County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR ` """ ' ""-' - ---- ---' ""`" 0 W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. � W must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 EX E/110 CITY OF Z relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration VOSH Rules Regulations. EXISTING EDGE OF PAVEMENT --- WINCHESTER Control Handbook. and and PROPOSED EDGE OF PAVEMENT PROP E/P from the Office the Resident Engineer, Virginia Department of Transportation EX Cl 4l '� 3. A permit must be obtained of V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EXISTING CURB AND GUTTER _ (5 _ _--- �-' A P SIT (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all ---- --_ --'== "--"- -- ---- Ir ` 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 PROP C&G RrF N CD Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER ,�4i� 5 0 CD required under State law. GC�-v i C,,«-•��P �' � N .� 5. 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 TRANS[7'ION FROM CG-6 TO CG-6R ===-- -4 - -- ~- __ "~'� : V with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation 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 EXISTING TELEPHONE LINE - -� ---- ------ Q o n, C N co (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT approval of these plans does not PROPOSED TELEPHONE LINE �, m J I'D`D ti I responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. > V Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. g P P to field EXISTING STORM SEWER w__-I` " Ri�F __ EX, -- �:_t_=�- Fes- f Z -� n N V5. Design features relating construction, regulations, and control or safety of traffic may W = L N 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15 RGP -► W Q, Q, r` representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER UJ � o 0 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER QN 3 u S Ln C Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION < 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VD,OT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE --------�-- --- --- ---- .� 9. embankment. All pavement sections on the approved plans are minimum sections to be utilized when the actual California 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. PROPOSED ELECTRIC SERVICE PARCEL IDENTIFICATION N0, TAX MAP 64B-((1))-4 & 64B-((1))-5 STREET ADDRESS: FRONT ROYAL PIKE rl, .� E ,� L L n,° Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE ---- - -e n, C , for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. TOTAL AREA: 2.01 ACRES (LOT 4/0.77 Ac.) (LOT 5/1.24 Ac.) o) course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE G G PROJECT AREA: 2.40 w N Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the DISTURBED AREA: 2.40 cz support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE CURRENT ZONING: B2 accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, CURRENT. USE: VACANT and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE -� -•- --� •--- --•-•- ••-- ---�- PROPOSED ZONING: 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated 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 FENCELINE .N/A PROPOSED USE: HOTEL on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE ? -519NS: ALL SIGNAGE, BLDG. MOUNTED & FREESTANDING, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. SHALL REQUIRE A PERMIT & COMPLY W/ ZONING 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall EXISTING TELEPHONE POLE OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and ON ADJOINERS, RIGHT-OF-WAYS, AND APPROACHING AIRCRAFT 12. Construction debris shall be containerized in accordance with the Virginia Latter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE @ ' one litter receptacle shall be provided at the construction site. one Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEEsTa SETBACKS: REQUIRED: PROVIDED: BUILDING HEIGHT 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. FRONT: 50' 62.1' MAXIMUM 60' SIDE: N/A 83.5' PROPOSED 35' entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V12. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT 'EAR: N/A 17.7' whatever measures are necessary to insure that the streets are maintained in a clean, mud and d?,st free immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. 14. ' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER ® F.A.R CALCULATIONS sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER ,�,,,� "--' REQUIRED F.A.R. MAX. 1.0 PARKING CALCULATIONS sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER C> Y.PROPOSED BLDG = 50,315 S.F. REQUIRED: 1 SPACE PER ROOM ul 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a which will be accepted by VDOT and that testing shall be conducted STOP SIGN �' LOT AREA = 87,634.3 S.F. 86 SPACES REQUIRED N standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. project 50,315 87634.3 = .54 < 1.0 / according to all applicable VDOT standards. HANDICAP RAMP (CG-12) _�2� __ HANDICAP SPACES REQUIRED = 1 PER 25 SPACES E'•' 16. 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 V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDOT fD 0 d WWA S �� � HANDICAP REQUIRED = 4 SPACES REQUIRED U Z compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method 0 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing A, within plus or minus 2% of optimum moisture for the full width of an dedicated street Al2 LANDSCAPE CALCULATIONS tr- 0 utility verification and the proposed construction. right-of-way. At the direction of VDOT Inspector, density tests performed b a qualified g y P y P y q PARKING INDICATOR PERIMETER 1 PER 40 FT. TOTAL PARKING PROVIDED = 89 SPACES U) 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A tests be to VDOT to final VDOT INDICATES THE NUMBER OF TYPICAL PARKING SPACES 1171 FT/40 FT = 29 TREES REQUIRED (INCLUDING 4 HC SPACES) Q result of his construction project within or contiguous to the existing right-of-way. copy of all shall submitted prior approval. TEST PIT LOCATION ® INTERIOR 1 PER 10 SPACES PROVIDED E-+ 89 SPACES / 10 = 9 TREES REQUIRED W 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TOTAL TREES REQUIRED = 39 TREES LOADING AREA = 1 SPACE PER 20,000 TFA W Z >_ ,_, X Z HANDICAP PARKING � TOTAL TREES PROVIDED = 39 TREES development permits. P P V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall 50 315 20,000 = 2 SPACES REQUIRED / S.F. � 19. The developer will be responsible for the relocation of any utilities which is required as a result of his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 INTERIOR PARKING AREA= 39,522 5% INTERIOR LANDSCAPING= 1,976 S.F. PROVIDED = 2 SPACES O project. The relocation should be done prior to construction. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE T, INTERIOR LANDSCAPING PROVID_ D= 2,195 S.F. W > ,_, O O 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be pr )tected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account O p x in accordance with state law. In the event ravesites are discovered during construction, the ow*rier and g g 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 and the shall be installed , �- , , m OPEN SPACE CALCU.���,,;IONS O U engineer must be notified immediately. pavement post four (4) feet from the Sign be type found EXISTING STREET LIGHTWill SITE AREA = 2.01 AC (87,635.3 S.F.) W W a minimum of edge of pavement. posts shall of a on (LOT 4/0.77 Ac.) (LOT 5/1.24 Ac.) W 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. 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. PROPOSED STREET NAME SIGN + IMPERVIOUS AREA = 1.44 A(" (62,754.7 S.F. � Z Q (� "A" V18. The developer to the local VDOT list PROPOSED SANITARY LATERAL CLEANOUT PERVIOUS AREA = 0.57 AC �24,879.6 S.F. 22. Controlled fills shall be compacted to 95% of maximum density as determined b method per standard P y y P AASHTO-T99, VTM-1 Density be by must provide office a of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER12 15% OPEN SPACE REQUIRE' (13,145.14 S.F.) proctor ASTM-D698, or as applicable. shall certified a registered provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total 24,879.6/87,634.3 = 28% OPEN SPACE PROVIDED ,1. U? 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. prices may be obscured. / 0 _. n " J,��.. & ;. ; STORM DRAIN STRUCTURE IDENTIFIER6 V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating blasting least two (2) days, but than ten (10) days, to spreader. Density will be determined using the density control strip as specified in VDOT's Road and a c'!;" or at working not more working prior commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office: In additions to in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE - present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 12.0 TRIP GENERATION DATA 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 PROPOSED SPOT ELEVATION 1151 CLASS USE TRIP RATE USE VPD 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 EXISTING TREE LINE UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the 311 SUITES HOTEL 50,315 S.F. 86 ROOMS 6.24 AVERAGE RATE 424 TRIPS control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE r>'� 15" Of�K".15" 'PINE t . f� - ENTERING 50% EXITING Water/Sewer: Count anitation Authority Gas: Shenandoah Gas Co. P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE P'r 15" OAK 15" PINE >Winch, 22604 Winchester, VA 22604 -1061 (540) 869-1111, -0 Power: Allegheny Power Phone: Bell -Atlantic Di1TE REVISION SEAL COVER SHEET P.O. Box 1458 P.O.Box Hagerstown, MD 21741 CITY OF WINCHESTER UTILITY NOTES MD Baltimore, MD 21.297 1-800-654-3317 (301) 954-6282 1) ALL WATER MAIN MATERIIAL SHALL BE CLASS 52 DIP Water/Sewer: Department of Public Utilities City of Winchester 2) A5-BUILT DRAWINGS MUST BE SUBMITTED TO THE WINCHESTER DEPARTMENT OF PUBLIC UTILITIES 4/2/02 CITY OF WINCHESTER COMMENTS Project Name: FAIRFIELD INN & SUITES 4/213/02 VDOT 4 PUBLIC WORKS COMMENTS P.O. Box 15 Winchester, VA. 22604 BEFORE THE WATERLINE SHALL BE APPROVED FOR NLTH 0 (0/11/02 VDOT COMMENTS MISS UTILITY 1-800-257-7777 (540) &&1-015 USE AND ACTIVATED. 1, Owner: Address, Including Zip Code & Telephone No. 3) COMPACTION RESULTS FROM THE CONTROLLED FILL AREA SHALL BE TO THE WINCHESTER PUBLIC 7 11 (DI, M ,� 5 W. GATE LANE JANET G. ZIVIELLO EAST SETAUKET, NY FIRE MARSHAL'S NOTE UTILITIES DEPARITTMENTDT 4) TEST RESULTS FROM THE RPZ SHALL BE SUBMITTED TO MICHAE S. C Y �-�� (631) 444-0072 y - Developer: Address, Including Zip Code P.O. BOX 2468 & Telephone No. Fire lane markings and sienaae: Any "No Parking" signs and yellow painted curb locations will be installed THE CITY AND AN INSPECTOR SHOULD BE CONTACTED TO INSPECT THE INSTALLATION. N No. ��O L 031162 �' by field inspection at the direction of the Fire Marshall's office. 5) ALL CONSTRUCTION OF WATER AND SANITARY SEWER LINES �`r�ONAL� AIKENS CORPORATION WINCHESTER, VA 22604 - SHALL CONFORM TO CURRENT CITY OF WINCHESTER SHEET INDEX (540) 667-3752 FIRE FLOW DATA: IHOF-5225 HYD# FIRE FLOW DATA: IHOP/CRACKER BARREL Irfp PUBLIC UTILITIES STANDARDS. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = 61 PSI STATIC PRESSURE _ ,® PSI _ (o) NO ERROR OR OMISSION IN EITHER THE PLANS, CALCULATIONS, SHEET 1 COVER SHEET 151 WINDY HILL LANE RESIDUAL PRESSURE = 21 P51 RESIDUAL PRESSURE = 35 P51 OR APPLICATIONS (WHETHER THESE PLANS, CALCULATIONS OR SHEET 2 SITE PLAN GREENWAY ENGINEERING WINCHESTER, VA 22602 AVAILABLE FLOW = �® GPM AVAILABLE FLOW = 1000 �� APPLICATIONS HAVE BEEN REVIEWED BY THE CITY OR NOT) SHALL SHEET 3 GRADING PLAN (540) 662-4185 PERMIT OR RELEASE THE APPLICANT AND DESIGNER FROM DATE: ❑CTOBER 2001 CONSTRUCTING TH15 WORK IN ANY OTHER MANNER THAN THAT SHEET 4 EROSION & SEDIMENT CONTROL PLAN PROFESSIONAL SEAL & SIGNATURE SOURCE: FIELD TEST SOURCE: FIELD TEST PROVIDED FOR IN THE CITY ORDINANCES. SHEET 5 PROFILES APPROVAL DATE: 3/29/02 DATE: 3/29/02 SHEET 5A PLAN AND PROFILE (CITY WATER & SEWER) THESE PLANS ARE IN CONFORMANCE WITH SHEET 6 LANDSCAPE PLAN COUNTY OF FREDERICK STANDARDS AND SCALE: N/A SHEET 7 DETAILS ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY D O g�O � DESIGNED BY: HANDICAPPED PARKING NOTE THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE M S S Handicapped parking spaces and aisles shall slope JOB NO. 2753H SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL SHEET 1 OF 7 no greater than 2% in all directions. ' SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL J O 4, EX. 54" CMP . -. _ __------- __ —_ EX. HEADWALL MATCH NE THIS I SHEET T L NOTE: NO CONSTRUCTION ACTIVITY WHATSOEVER EX. DITCH rT " ' + N/F BILLY AU ' OR ENTRANCE ONTO THE LIMITED ACEESS RIGHT- X-SECTION ��" \ ;\ DB 828, PG 820 \\ OF -WAY IS ALLOWED. I " A ZONED: 5-2 O . -'A CONST CTION WITHIN USE: RESIDENTIAL \ EX. SAN � H LL RU �, TOP=039_00 APPROX. LOC. EX. RAU / LIMITED ACCESS RAU SHALL \ �\ TM 645-((A))-I \ �� DENOTES TEST PIT REQ.'D EX. S N MH BE BY VDOT PERSONNEL �--- \�STO ONLY. <lr DETERMINE EXACT_.-- __ r '-{- HORIZ. E VERT. LOCATION (NY.=�ra88fo4 �X1 LV 2CJ OUT EX. FEN..=Li �C\\�. �,0. �/ � / WE TAP ;;.. LYN J. ii _- r -- --- \ A oo T s ! \ t VALVE CONNECTION DB 618RI ROANS, Et AL5 ,P .e, •TAPPING SLEEVE \\ �� J \ ZONED: B-2 EX. TWIN ! GMP S USE: COMMERCIAL GRAVEL DRIVE TM 64-((A))-5C CONTRACTOR MAY FIELD ADJUST ��� 36 RCP STORM SEWER TO THE / EX. MAIL,, N/F JAMES A. GARBER � \ °5 % �. `s. WEST IN ORDER TO SAVE EXISTING Q , % DB 21% PG 144 TREES ALONG GARBER LANE. PIPE, '� ZONED: B-2 89.0a � MAY BE LOCATED UNDER EXISTING ��,• �,bl-�, USE: RESIDENTIAL 5 ��' �' '� EDGE OF PAVEMENT AT VDOT'S ��'. , �Q / OQ � �� \\ Lc\ I TM 64A-ll A))-2 �, w + s EX. 54-N, - MI-4 DIRECTION. /' ( ��� ,� e�� 'ti`''' \� TOP=101.00 } X. SIGN EX. 3LOCK PROP. DOGHOUSE y ��0' /' / `\4'�, INV.=692.51 + ' ` ALL DRIVEWAY ENTRANCES a,CZAR. MANHOLE PROP. 12'x30' CONC. DUM4?ST \ I` EX�'CMP'� \ SHALL BE RESTORED t0 \ 2 x / % �i _ PAD W/ ENCLOSURE TO BE REMOVED M THEIR ORIGINAL CONDITION / ' L:. i U \ AND PROPERTY OWNER'S ' PROF. 2.08% N A ` 5,R � � (SEE DETAIL) \ \ S' � G� f ice, \ A- CCESS SHALL BE PROVIDED �' SAT ALL TIMES. EX. WOODEN r,�-t-' / � � ��' � •c'o � \� � r-RiTAiN!NG WALL Pp R N/F JERRY L. t PATRICIA B. GRIMES DB 405, PCs 261 N/F SOUTHERN FASTENERS, INC. �,, { •'� �P :p \� �% ��,;, _ jj' ZONED: 5-2 DB 649, FG 81 �. �P U �" �, �`°` �� \ USE: RESIDENTIAL ZONED: B-3 PROP. 296'-12" PVC ,�+ � � t: f , / v �� \ USE: COMMERCIAL ROOF DRAIN g 2�89. • ,�0 ,_ o O7c / / mp N/F BILLY AU ae TM 64-((A))-55 TM 645-(ll))-lA EX. la" CMP TO ,i U -'� ' DB 828, P+Cs 820 BE REMOVED t 4 ° / \ �. p-} G� P JG' ��c 8 \ �,, ` �� EX. SAN. MH ZONED: B-2 Ex. METAL ' > cp � �e" e� �. TOP=112 82 REPLACED W/ 21" .MCP `' �u 50 //\ \ �" QQ ,�Qp�, p0 Q- �� 4' - 5�t �� \ �� fNV.=Z©3.54 7 ii m USE: RESIDENTIAL �. SHED P (�'� Q�' , �A��' Dm N 7YPJ � ` ~ TM 648-((A))-1 6 \ �G. G� �\ 4 ,� S �P�J -► c EX. SIGN r 1\71+� N/F CORDON ENTERPRISES, LLC \ `'�� '• �DB 920, PCl69 •,.,-_��2l�NEx. CONC. H/W 4A l ZONED: B-2 _• P m `', TO BE REMOVED Y �� \� ` `��• USE: COMMERCIAL EX. ruio STORY o� , `� : r...� �: ��� �•-_: 5' / � W/ la CMP < REPLACED FOR ZU PROVIDE CL I RIPRAP 21" AS NE ��. ��`` � TM 64B-((1))-2C BRICK OFFICE ,��0 = � i � , �;' � � z FROM EX. POND OUTFACE � PROP. RCP NEEDED BUILDINGS `. - A w QP 11 y TO PROP. 36 RCP or G Q 8 0. MATCH LINE THIS SKEET �: e- ri N EX. SAN. MP � :i ��'� e�� 5'R QQ 2' SC PP R E N/F DR. JAMES M. SCNULTZ �`. TOP=120.1© '° �� :-:.. '� '� '� �� ; • / (SEE DETAIL)I - DB 683, PG 284�" ENTR,,NNGE PAVEMENT SEGTION NOT TO SCALE ASPHALT CONCRETE SURFACE COURSE TYPE 1 SM-2A (MOD.) W/ AC-30 9 *5 LESS. PER 5a YD. 2 O 2" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I-1A O3 5' ASPHALT CONCRETE BASE COURSE TYPE BM-2 ® 81 AGGREGATE BASE MATERIAL TYPE 1 3 4 NO.21-5. (For Subbase) PAVEMENT DESIGN BASED ON STATE HIGHWAY PROJECT 0522-034-111, RW-201, C501, SHEET 2 PAVEMENT STRUCTURE TO M CONSTRUCTED AS SHOWN OR MATCH EXISITNG. ZONED- 5-2 �,�. ; '' _ �,� t , �, - / �5 R USE: COMMERCIAL TM 64 I - CO �° `?4'4,� DEPRES B-(( )) 2B lQ - URB, 2 LF 24' 20, • NOTE: ALL PROPOSED UTILI T IE5 .15, TO ESE PLACED UNDERGRUND. 0_ 1 > U) t, 2� N/F JANET G. ZIVIELLO ' - DB 164 P 501 .� 1,, \00 ZONED: 5-2 e ` Z N/F GKH PARTNERSHIP 4 BUILDINCs USE: VACANT �'p 39.9' co (I ul ^' DB 589, PCs 1I1 _____ -� TM 64540))-4 _ G ti 6' Lo %< \ \ N EX_ 10 SAN. SEW. ESMT.- D,. 453, PG. 323 �- / 0.11 Ac. ZONED: B-2 E3e1 CG-12 -' 15' FLAGPOLE w `` USE: COMMERCIAL = 00 -� D EX. PAVED S ' �_ . � � EX. CONTROL STR. \ A L TM 648-11i))-2D s, 5' , ONC. S/W -: - ��0 � INv. 113.5 , I® Pq�� PARKING \ - R peP TM 648-((1))-5 I ZONED: 52 a p W W Z W 0 CO Lr) 00 C\j CO rn Z �; x of LO� W (D Q� W0Ot 4 a ►n U _qLo �lz Hw 05 ^ cV'. cam, a) o w to w z o , 0 W (j O 7 7 N ALT 1 0� G MICHAE S �Si(C LE y l � 02 LIC N E No. 031162 ��sSIONAL Z.p USE: VACANT 1.24 Ac. VDOT DRY SWM POND \ \ � /co 5'R OP. 0' TM. -12 I Cl \ D SM . 8 ,: �- j / 0I� CG-12 15'R �` I W _ 4s R N/F COI" MONWEALTH OF , 2 R W rn 15,R VIRCxINIA ` E_ 29, DB 805, PCs 563 N/F SUNNYSIDE I LLC `�\ j - O PARCELS TO BE ZONED: 5-2 Z OB 814, PCs 1514 r_ 9' (TYP.) 3 R - CONSOLIDATED F 6.15 R USE: PONDING AREA \ I � .X. PAVED , 5 R 5'R TM 64-((A))-4C ` ZONED: B-2 PARKING �, Q ' Q s VERTICAL DATUM USED FOR I Q \\ USE: ,OMMERC1:4i - a t5 3 10' THESE PLANS IS NAD 83. ` > \ TM 648-((W-3 9 0 - 5 CG 6R 08, 1 A=84.41' S 46'11'38" W HI N 46'II'38" E N 46'II'38" E R=1=1485 40' �' 4 80 POLE MO D 61 0.001 — — — _ 192.00' — — — ,� Z SHOEBOX LIGHT PROP. FREESTANDING W Z a (TYR.) +j EX. ROUTE/ SIGN, MAX. HEIGHT=35' E- �D DIRECTIONAL MAX. AREA=150 SF.CO SIGN TO � RELOCAB D PER 165-30 (H) (I) INv.=li5. , E- U DE\/ELOPER TO ENTER INTO - 40' EX_ TRAFFIC AGREEMENT WITH VDOT FOR EX. TRAFFIC SIGNAL POLE `' SIGNALIZATION 51GNAL POLE ;g _ �':" `� U _ EX. MiLAGE/ROUTE SIGN ,P ❑ J (� ---- '- ' .,. .. / - .. ! --�--'--'-- r __ r .f.. r , .. r .. r : _ —_ -- - _....., Y-•__ram.----s-+----F--- •:--'F--`--'•.--c'—?� ---^^r-----------------.—. - _---_.— _ - c EX. CT-1 Gi�RE3 8 GUTTED —_ ---- - ERADICATE CG-11 EX. DI —EX. 15" RCP EX. DTEX. 15" RCP yDi - - _ --- - TOP=125.2 TOP-1� ,.3 U. ENTRANCE TOP=12-.3 _ ''� (SEE PAVEMENT NAME SIGN x -;rPROP. LEFT DETAfL SHEET 2) -- EX. LEFT TURNy_-~- - ------ TURN 4RROWS ��_/ ARROW5 •1 1 EX. LEFT TURN LANE Q- _ CONTROLLED BY u STOP LIGHT, YIELDING INSTALL LEFT TURN LIGHT EXTEND STOP""',, TO ONCOMING TRAFFIC ---UJ�__ROUtE 522----_._-- -----. BAR (NO PROVISION FOR LEFT _--T IS NOT PROVIDED. ___ _- X 160' RN1 � ----- Tti1�h1-YIELD)—_--------_._... --- I� \ POSTED SPEED 35 M.PJa. APPROX. SIGNAL LIGHT EX. TRAFFICEX. 21 RCP __ •� CONTROL Box-.' EX. 21" RCP •---^--- \ /!�/'�-_ •"_``.- _.- . -'V� ' .:r r ._— _—__..._._._ i .--.._._.._._.._—..._ - _..___.t—__. r_,:..r_..._.- _ -,,EX, CG -1.. \ EX. N/F VII GINIA ASSOC INC. `�' i N/F THE PRICE COMPANY D$. 95�, PCs. 63 EX. STREET J DATE: OCTOBER. 2001 i D.B. 829, PCs. 481 ZONE: B2 NAME SIGN � E I ✓� X TRAFFIC - SIGNAL ZONE: 52 USE: RESTAURANT �o t" ,� . POLE SCALE: 1" = 30' r- / : USE: RETAIL SALES 4 I i PROP. TRAFFIC SIGNAL \ \\ ems. 0 POLE (EXACT LOCATION 1% 30 15 0 30 0 TO BE DETERMINED BY PROP. RE -STRIPING TO 6DESIGNED BY: MSS/JNT CONTRACTOR/INSTALLER) v I a ALLOW THRU-LANE (PROVIDE _ ON ALL ARROWS OF THIS LANE) SCALE: i 30, FILE NO. 2753H i tit SHEET -2 OF-7 43 MATCH LINE THIS SWEET \ \ ®'' ~ + , \ / NOTE: TC = TOP OF CURB SW = SIDEWALK TW = TOP OF WALL BW = BOTTOM OF WALL / \ A 'mid i / 704 �, `1 \ \. Z W W Z C� Z W cv o co ,n 00 cv It m� Z x no �7 LoCQ W�C) lid � .-." a -E b � E _3 Tc _667 \ \ Y 0 , 2a9 LU '} 0 : i , /a _� / N i :r" �' m i 12 L ° Ul 17 12 3I 2Tc 13 6 `� .` t ° ,, / W U J' 14 .-kbt 714 710 ,7pa le 71112 C4 VA TC 4b 24 . ,. — 712 ISt . 5 \ t OT -1 X" ICHAE S STIC LE 4 \ DEPRESS CURB 72jb1 \ _ t°GR4D �! ,� LIC N E No. (SE = DETAIL) ='`23 Tc \ ° J l� ' i O 031162 ILIMATCH LINE THIS SWEAT � ° � I • 24Tc /, \ e --- , I _ - -- -- -- -- , ` ► 244 24 '2 \ �% 24,-• ; 1 a4T,� ``\ /' I o 1� ,.,_ .-• ' `� // \ { t � 22 DEPRESS CURB �_ (SEE DETAIL) 4 23 ?' 2 / f 231 j 244Tc _ ---�- -inns A 238 5 c / I 2! 0 \ Tc s `/� 23Tc 23Tc a _� I / I I `I ( c4 I I / TC TC 23 2' ! E� -sr24 2 14222 TTC4\ U aQ T243 24 tc '—' 7??— 2 I301 22T 2465\ 223 E'4 22T 238 25TIjfc 24Tc tc I I I( I I f Q 3 ` 24 �- �' " I 4 j \ ! ( 6 / / I I ( I •- Z l\ \ 24 08 3 `\ + I 24 1 22 ryry Tc E1100, -� t 1 1 f r- -- _124 1 W LIMITS OF CLEARING E CsR4DING �` 55 _ — 70---- ~.. __ _ _. _ ....... .,e130 --`—y — .—.. ...._ .--' ._._•_T-----'—'*^T'—.� l_ * / , ' i_.. "'S..` . I.:[' F i. CF �i r r F r ,E, P • c �'T.._'__..1 r _ f., .'.t'. '..—._.. T_-_ .t. "_'T___.---_—"r__'_a_"F / .—._c, S�-3��_. .� 26 s tx LL TC ` t' 25 TC x> x129 3 x12 .4 x1215 x126.1 x1262 um . M ROUTE 522160, RA _ \� / P - POSTED SPEED 35 MPA ! ! \ / f DATE: OCTOBER. 2001 r / tf_' ! f SCALE: 1 — 30 30 15 0 30 6m DESIGNED BY -MSS JNT ,.- SCALE: 1" = 30' FILE N0. 2753H SHEET EE 3 OF-7 � E _3 Tc _667 \ \ Y 0 , 2a9 LU '} 0 : i , /a _� / N i :r" �' m i 12 L ° Ul 17 12 3I 2Tc 13 6 `� .` t ° ,, / W U J' 14 .-kbt 714 710 ,7pa le 71112 C4 VA TC 4b 24 . ,. — 712 ISt . 5 \ t OT -1 X" ICHAE S STIC LE 4 \ DEPRESS CURB 72jb1 \ _ t°GR4D �! ,� LIC N E No. (SE = DETAIL) ='`23 Tc \ ° J l� ' i O 031162 ILIMATCH LINE THIS SWEAT � ° � I • 24Tc /, \ e --- , I _ - -- -- -- -- , ` ► 244 24 '2 \ �% 24,-• ; 1 a4T,� ``\ /' I o 1� ,.,_ .-• ' `� // \ { t � 22 DEPRESS CURB �_ (SEE DETAIL) 4 23 ?' 2 / f 231 j 244Tc _ ---�- -inns A 238 5 c / I 2! 0 \ Tc s `/� 23Tc 23Tc a _� I / I I `I ( c4 I I / TC TC 23 2' ! E� -sr24 2 14222 TTC4\ U aQ T243 24 tc '—' 7??— 2 I301 22T 2465\ 223 E'4 22T 238 25TIjfc 24Tc tc I I I( I I f Q 3 ` 24 �- �' " I 4 j \ ! ( 6 / / I I ( I •- Z l\ \ 24 08 3 `\ + I 24 1 22 ryry Tc E1100, -� t 1 1 f r- -- _124 1 W LIMITS OF CLEARING E CsR4DING �` 55 _ — 70---- ~.. __ _ _. _ ....... .,e130 --`—y — .—.. ...._ .--' ._._•_T-----'—'*^T'—.� l_ * / , ' i_.. "'S..` . I.:[' F i. CF �i r r F r ,E, P • c �'T.._'__..1 r _ f., .'.t'. '..—._.. T_-_ .t. "_'T___.---_—"r__'_a_"F / .—._c, S�-3��_. .� 26 s tx LL TC ` t' 25 TC x> x129 3 x12 .4 x1215 x126.1 x1262 um . M ROUTE 522160, RA _ \� / P - POSTED SPEED 35 MPA ! ! \ / f DATE: OCTOBER. 2001 r / tf_' ! f SCALE: 1 — 30 30 15 0 30 6m DESIGNED BY -MSS JNT ,.- SCALE: 1" = 30' FILE N0. 2753H SHEET EE 3 OF-7 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROPERTY IS LOCATED ON FRONT ROYAL PIKE. THE SITE IS WITHIN FREDERICK COUNTY AND CONSIST OF 2Z ACRES, OF THIS ONLY 1.98 ACRES WILL BE DISTURBED FOR CONSTRUCTION FOR HOTEL 4 UNDER GROUND STORM SEWER MANGEMENT SYSTEM. EXISTING SITE CONDITIONS THE PORTION OF THE SITE WHICH WILL BE DISTURBED IS PARTICALLY GRASSED AND CURRENTY HAS NO STORM WATER MANGEAGEMENT. WATER RUNOFF FROM THE ADJACENT PARCEL WHICH VDOT HAS A STORM POND RELEASES THROUGH A CONTROL STRUCTURE ADJACENT PROPERTY ADJACENT PROPERTIES ARE ZONED COMMERCIAL WITH EITHER ESTABLISHED USES OR RESIDENTIAL USES. THE PROPERTY TO THE NORTH IS OWNED BY THE COMMONWEALTH OF VIRGINIA AND IS USED AS A STORMWATER MANAGEMENT POND FOR VDOT. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STRUCTURAL MEASURES PHASE I: A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE PROVIDED TO THE PROJECT AREA FROM ROUTE 522 TO MINIMIZE MUD CARRIED ONTO THE ROAD. THE CONSTRUCTION ENTRANCE AND WASH RACK SHALL REMAIN THROUGHOUT ALL PHASES OF CONSTRUCTION. THE EARTH BERM AND STORM SEWER STRUCTURES I, 2, 4, 5, fo, AND &A SHALL BE INSTALLED AND OPERATIONAL PRIOR TO CLEARING THE REMAINDER OF THE SITE. APPROVAL FROM THE COUNTY INSPECTOR MUST BE OBTAINED PRIOR TO CLEARING THE MAIN SITE AREA. A SEDIMENT TRAP (3.13) SHALL BE CONSTRUCTED DURING PHASE I CONTROL MEASURES AND PRIOR TO CLEARING THE SITE. IT SHALL DETAIN RUNOFF LONG ENOUGH TO ALLOW THE MAJORITY OF SEDIMENT TO SETTLE OUT PRIOR TO LEAVING THE SITE. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE II: ALL CONTROLS INSTALLED IN PHASE I TO REMAIN FOR THE DURATION OF THE PROJECT. INLET PROTECTION DEVICES (3.08) SHALL BE PLACED ON INLETS TO STORM SEWER PIPES TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND BEING TRANSFERRED BY THE PIPES. TEMPORARY SEEDING (331) AND/OR PERMANENT SEEDING (332) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL 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 -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER d GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK - MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 05 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 5)O% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3M CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 O X X X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 309 � CD TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.12 0 0— DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 O OUTLET PROTECTION 3.20 CD CHECK DAMS 333 t� --�-- SODDIWA 338 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING t GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START EBLGhV2 PHASES OF LAND DISTURBANCE ACTIVITIES I. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY (PHASE I SEDIMENT TRAPS c CONSTRUCTION ENTRANCE). 2. PLACEMENT OF SEDIMENT CONTROL DEVICES. 3. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING CLEARING AND GRADING OPERATIONS. 4. CLEAR AND GRUB REMAINDER OF SITE. 5. ROUGH GRADE SITE. 6. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL. 1. FINAL GRADING. 8. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 9. REMOVE EROSION AND SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR CONSTRUCTION PNA5ING NOTE: PHASE I ACTIVITIES SHALL CONSIST ONLY OF THE INSTALLATION OF STORM SEWER STIRS. 1, 2, 4, 5, 6 4 &A AND THE PERMANENT EARTH BERM TO DIVERT THE OUTFLOW FROM THE VDOT POND TO THE PROP. STM. SYSTEM. ONCE THIS SYSTEM IS INSTALLED AND STABILIZED, THE SED. TRAP AY BE INSTALLED AND CLEARING FOR PHASE II MA COMMENCE UPON APPROVAL FROM THE PUBLIC WORKS \ DEPARTMENT. THIS W�L-REQUIRE A 2 PHASE LAND DIST. PERMIT. / `. N , TH 15 5HEET FOR ER051 ON AND 5ED I MENT CONTROL ONLY! ALL ER05ION AND SEDIMENT CONTROL DEVICE5 SHALL CONFORM TO THE LATEST EDITION OF THE VIR6INIA ER0510N AND SEDIMENT CONTROL HANDBOOK 5ED I MENT TRAP GOMP5. STORAGE REQUIRED STORAGE PROVIDED WET WET DRAINAGE WET DRY WET DRY OUTLET STORAGE STORAGE WEIR TOP HEIGHT CREST OF TRAP " AREA CU. YDS. GU. YDS. Cu. YDS. GU. YDS. HE IGHT DEPTH DIMENSION LENGTH WIDTH BERM WEIR 1 2.2 14-1 141 141 -F 232 3' 2' 46' X 48' 14' 2.5' 3' -111 a 15 a 30 .a • q IN �co c>J �0 o� Lo� (u I gQ o"t 4,0 a ALTH p V..'_" . MICHAEE Siioo LIC lwNo. k'S�t0N 031162AL yj Z W D cl) - O 68 U E-+ W Z Z Q Q J czd W z FL O w a u E- U � Z �--� co Q � W Z E-a �D CO U w� Z �w M DATE: OCTOBER. 2001 SCALE: 1" = 30' DESIGNED BY:M-SS/JNT FILE NO. 2753H SHEET 4 OF-7 S' O 0_ a 0 0 0 N O O N O M O 3 7 (2 d 0) u7 r- N C lL C L W U)rj^ C a� M LO N y N 0 Station Len Drng Area Rnoff coeff Area x C Tc Rain (I) Total flow Cap full Vel Pipe Invert Elev HGL Elev Gmd / Rim Elev Line ID [Lin, To Incr Total Incr Total Inlet Syst Size Slope Up On Up On Up On Line (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (efs) (ft/s) (in) (%) (ft) (ft) (ff) (ft) (ft) (ff) 1 End 141.0 0.11 2.20 0.85 0.09 1.66 5.0 9.9 5.6 68.61 97.28 12.35 36 2.13 683.00• 680.00 685.82 681.88 691.50 684.00 1-2 2 1 87.5 0.12 2.09 0.70 0.08 1.57 5.0 9.4 5.7 55.75 167.2 9.57 36 6.29 689.85 684; 35 692.23 686.59 696.58 691.50 2-4 3 2 234.9 0.54 1.97 0.85 0.46 1.49 5.0 8.1 6.0 45.71 62.18 9.66 30 2.30 697.25 691.85 699.49 694.23 708.10 696.58 4-5 4 3 128.8 0.31 1.43 0.90 0.28 1.03 5.0 7.4 6.1 43.15 72.27 9.37 30 3.11 702.00 698.00 704.20 700.25 714.20 708.10 5-6 5 4 114.8 0.09 1.12 0.90 0.08 0.75 5.0 6.7 6.3 4.72 14.15 7.69 15 4.80 713.51 708.00 714.38 708.50 722.50 714.20 6-7 6 5 150.8 0.67 1.03 0.70 0.47 0.67 5.0 5.9 6.5 4.36 6.69 4.78 15 1.07 715.38 713.76 716.22 714.67 722.30 722.50 7-8 7 6 158.2 0.36 0.36 0.55 0.20 0.20 5.0 5.0 6.8 1.35 6.43 2.46 15 0.99 717.20 715.63 717.66 716.41 721.70 722.30 8-9 i cam...... � M W W Z z W cQ o cc cQ LO coco °D CO LO I rn Z x "d-cQ LoCQ W � ) Q� o LJJ A � Qto a 'Q E + Cz. m rI T1f v 4.�. MICHAE S. KI oZVS0 NS No. ��, 03" 62 �'SNNAL c8 W � �w Z E- 0 J LL LL E Z Qi W Z CO 0 W W M DATE: OCTOBER 2001 SCALE: 1"=50' (HORZ.) 1 "= 5' (VERT.) DESIGNED BY: MSS JOB NO. 2753H SHEET 5 OF 7 / \4_1 74, a ` IN PL t r \ GIs F / I� �� • I \� lot�. , d \ ,cope.+• f � � e, I � 0 , � , , � --- � //• � 'fie. ..` \ `_ � / \` a i ' PROP 2 y 6' 'FIB LINE , CITY OF WINCHESTER STANDARD UTILITY DETAIL DEPARTMENT OF PUBLIC UTILITIES 1) ALL FIRE HYDRANTS SHALL BE TRAFFIC MODELS. 2) RESTRAINS CAN EITHER BE ALL THREAD RODS ( STAINLESS STEEL) OR MEG-A-LUG FLANGES, 3) LEAD VALVE SHALL BE RESTRAINED TO THE MAIN LINE, 4) 4 112' STEAMER NOZZLE FACING ROADWAY. 3 2' — ...----- --- ------------ --- —I i 3 WAY FIRE HYDRIANT-I" I 0.5 CU• YD. #57 STONE - " I � 1 � --ADJUSTABLE VALVE BOX GROUND AND COVER --- FIRE HYDRANT 1 _ 24' SO,-4' THICK J CONCRETE REQUIRED IN UNPAVED AREAS D.I.P.- M.J. \ ❑ __ D.I.P. v —6' GATE VALVE FIRE HYDRANT-= CITY OF WINCHESTER STANDARD UTILITY DETAIL DEPARTMENT OF PUBLIC UTILITIES Cl FRAME & COVER — FINISHED GRADE —I U z w U z U w Q U w ¢ 0 A z to z z ❑ F— U 11 2'-0' 1' MAX. 112' CEMENT PLASTER E— BRICK COURSES FOR ADJUSTING TO GRADE TO GRADE PLASTER 80 INSIDE EXPOSED SURFACES. MANHOLE :D STEPS u U W rn W 5' .. �1O 4'-0' DIA• ; 5' w V) H n D Q CENTER OF MANHOLE a Q TO BE PLACED AT STATION A z zo I ;. SHOWN ON PLANS. z ¢ CEMENT ¢ ~ N MORTAR ,,,,° v~i INSIDE JOINT zo I III 1 � r KOR-N-SEAL RUBBER I �•• BOOT (OR SEAL) , I 00000o Z x ¢ BOTTOM OF BASE oVooc000p 0' �00000 6' GRANULAR "' `o FOUNDATIDIN -WET TAP I I ',WIM ESMT. •'` �p /1—f-1 4 2" SRiIG t ". 'I `,. ti 4� ` ] I ToryrT nrl I l r� KI � — TEE DLULrN\MANHOLE cn 0 CITY OF WINCHESTER STANDARD UTILITY DETAIL DEPARTMENT OF PUBLIC UTILITIES �-%oNN17-d 0 Easement -below 25 year floodplain 34, SECTION -A REVISED, STANDARD DETAIL STANDARD SANITARY LATERAL CONNECTION DATE DETAIL N❑. APPROVAL, {� 2" METER & COPPERSETTER TOUCHREAD (see note #3 ADAPTER 2" GALVANIZED DOMESTIC o LINE OUT i,11I 6" DIP cl) IN RE co r^ SERVICE OUT OS&Y 6" CHECK VALVE GATE VALVE (see note #2) (TYP OF 2) PLAN VIEW 4" Diam. VENT w/SCREENED MUSHROOM CAF Os I ALUMINUM ACCESS LADDER NON -SHRINK ' iv GROUT — I , 36" x 36" ALUMINUM ACCESS HATCH (HALLIDAY S1R-3636) 1 6, 5,000 PSI REINFORCED /-CONCRETE NON -SHRINK `6" F.C.A. ROUT O 12 12 --I cD 6" DI TEEL PIPE BLOCKOUT SUPPORT FOR DRAIN (TYP OF 4) SECTION VIEW NOTES: 1. CLEAR FLOW VAULT SHIPPED ASSEMBLED WEIGHING APPROXIMATELY 22,000 LBS. 2. 6" AMES MODEL 3000SS DOUBLE DETECTOR CHECK w/METERED BYPASS 3. 2" WATER METER & COPPERSETTER PROVIDED BY THE MUNICIPALITY 4. ALSO AVAILIBLE WITH H2O (TRAFFIC) LOAD RATING 1-16M 7/9/08 VIRGINIA STEVEN L. GORDON THE CLEAR FLOW CC. 6" DOUBLE "RAIG A. SHREWSBURY P. 0. BOX 1467 DETECTOR CHECK [AME: REVISIONSDATEDATE 1WAYNESB RO, VIRGINNIA 22 OE VAULT W/2" (540) 949 - 8389 OMESTIC LINE OU PROJECT NO. • PRMOUT NOT TO ANY SCALE CITY OF WINCHESTER UTILITY NOTES ])ALL WATER MAIN MATERIAL SHALL BE CLA55 52 DIP 2) A5-BUILT DRAWINGS MUST BE SUBMITTED TO THE WINCHESTER DEPARTMENT OF PUBLIC UTILITIES BEFORE THE WATERLINE SHALL BE APPROVED FOR USE AND ACTIVATED. 3) COMPACTION RESULTS FROM THE CONTROLLED FILL AREA SHALL BE SUBMITTED TO THE WINCHESTER PUBLIC UTILITES DEPARTMENT 4) TEST RESULTS FROM THE RPZ SHALL BE SUBMITTED TO THE CITY AND AN INSPECTOR SHOULD BE CONTACTED TO INSPECT THE INSTALLATION. 5) ALL CONSTRUCTION OF WATER AND SANITARY SEWER LINES SHALL CONFORM TO CURRENT CITY OF WINCHESTER PUBLIC UTILITIES STANDARDS. uj W Z Wc\j 0 co In ab Q) co CV co in Z �; x 010 LIDCQ N W b Q� W � � ao ) '�LO -1 r� E Iv 0 Q) � � G � N z L11 zo U F-1 W W a U z F- U P►L THper L N No. BOA 031162 SSIONAL . r� � D U 'Z cl) Y) E- Q Qi — �V � I--1 x W z E � U � W zQ z LL LL DATE: OCTOBER 2001 SCALE: 1"=50' (HORZ.) 1"= 5' (VERT.) DESIGNED BY: MSS JOB NO. 2753H SHEET 5A OF 7 IF\ 13 0 T NO Prune codominant leaders DO prune ternimal \ + leader or branch tips Prune rubbing or \� �` �•, \ /Ex1\\\�� `\~�� — �rW cross branches. W Prune narrow crotch angles \ _ and water spouts Prune broken branches t 1 / / \ \ W DO NOT STAKE OR WRAP Prune to TRUNK UNLESS NECE55ARY. •\ \ 1 / 1 Cp REMOVE ALL TAGS AND LABEL co Prune suckers ti J \ `. �K ` gg _ ' �i� r,W J � 't 1 i NO LESS THAN 2,� CALIPER J O Q) \ \ ,� cD AT 6" ABOVE GRADE. 2' 3' mulch kept aay from trunk �j \/ ` -. \ �� ( a •� ���'_CQ 6' C\1 CO 5oll well to containwwater 1\ `` , °p rn Gut away all bailing ropes and C, \` L ! Z x v7 t12 Remove top of wlre basket / \ J W Widen and score hole wall UNAMENDED backfill soil `-� \ . \ �\ O O W Partially bockflll, water to I ' �; i l ! \ ` �1�. � v 0 — settle soil, finish backftlling , J i t _; _ 7 \ ` ''� —4 >1 Remove container and cut circling / / l' _ M,— \� '� �' \ /� ' E, roots If container -grown, or as much Leave solid soil edestal- do Area For water drainage � \, � burlap as possible If field grown P not dig deeper than ball depth \ �. / i \ \ `� O O Dig hole 2-3 times root boll width \ j 1 , 'r �',. "� 1' \ ` \ % r r q > TREE PLANTING DETAIL i r . -- -• ``_ , ©� '� \ / / �, PROP. 10 CAT. A BUFFER NO SCALE D VARIANCE PER APPROVE 021-01, ALLOWING A REDUCTION OF THE REa 40' BUFFER CORNER OF ROOT 5Y5TEM TO BE AT LINE OF I`� \` 712 `--- �i r-- /� X� ORIGINAL GRADE. 7��i. ` I s ,_ _C• \ FIRMLY COMPACTED SAUCER N5E TOP501 L) \ � \' �' — -=j i �� �/ �> , b. , \ � -_��` j -� ` � \ z \ 7� f -� \ f �\ O GENTLY COMPACTED TOP501'L MIXTURE. \ \ \ ` r.. +.�; J1 I > 5GARIFY PIT B6OTTOM (MIN. ). �► \ °` — / r \ ... iP.�B 7 \ �/ \ / w \��\ - - •i -f' 5GARIFY PIT 51DE5 �"+�/' x` 71 ZZZ NOTES: I� MIN. ROOT SPREAD TO BE IN ACCORDANCE WITH � �''�.'t BUFFER PER \ ,� ` f \ ��.°'__ •�-. \ `� ! \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ AMERIGAN STANDARDS FOR NURSERY STOCK. \�\�\�\�\�\�\�\�\� 2. PRUNE ALL DAMAGED, DISEASED, OR WEAK LIMBS ri: ROOTS. ��•_ ,� DO NOT ALLOW ROOTS5. CLEARY PRUNE ALLD TODRYOUT ROOT INSTALLATION PROCESS. ` 7/ '` -� __ ( - "\ — f 112 2 x BALL DIA. MIN 5. 50AK ROOTS IN WATER OVERNIGHT BEFORE PLANTING. + f / _ :; w �`2 ''/ \ ` \ '�,�" •- Ei / -� TYPICAL PLANTING DETAIL SHRUB <x� / 1 ! 10 ' ' i 4 �y I lie TABLE 3.31-B TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES � LEY ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS FOR APPALACHIAN/MOUNTAIN AREA ` - MICHAE S. STIC �2�" _ `'��; � _ :.�. ''� -�-�---- / -'' / ( ,� � \ � 1 1 l '1 of (OZ 'QUICK REFERENCE FOR ALL REGIONS' Total Lbs. -- - ! J `� Minimum Care Lawn Per Acre � J '. , „;G. �'i � � LICENSE No. 031162 ;.k f ---- —* I SEED INCs Commercial or Residential 200 250 tbs. /� --.� - I 11 11 Kentucky 31 or Turf -Type Tall Fesa.e 90-100% 4,TYP Rate - Improved Perennial Ryegrass ■ 0-10% "+. I� s - ✓ 1 1 Planting Dates Species (lbs./acre) -Kentucky Bluegrass 0-10% W _74 Hioh-Maintenance Lawn Minimum of three (3) up to five (5) varieties of!�M� ___--_ �_ _ 4.w_„_� �.4 �\ \.- Sept. 1 - Feb. 15 50/50 Mix of bluegrass from approved list for use In Virginia. 125 lbs. /' \` �' / �, - Annual Ryegrass General Slope (3d 1 or less) / �� '� _ .— -•�-�z - "-- " -"—� ~ �� - �= "� � \ AZ=V' • 3' O%• (Lollum multi-florum) r' `j, / `' - a 50 - 100 i\ t + ,� OGM- 20 AZ-225' • 3' O.Z. -� _j (SEE DETAILS-. - Kentucky 31 Fescue 128 lbs. 722 t ! Cereal (winter) Rye - Red Top Grass 2 lbs. \ �` f -' (SEE DETAIL) r- (Seca( cereale) - Seasonal Nurse Cropow GT - 1g IEEE DETAIL) 20 tbs. 150 tbs Feb. 16 - Apr. 30 Anual. Ryegrass 60 100 Low -Maintenance Slope (Steeper than 311) �- (Lolllum multi-florum) Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. .L - Seasonal Nurse Crop**I 20 lbs. -* I � �, / •,... • I . Ij _ .. _ - Crownvetch rR■ 20 lbs. _-7 \ I *n� i�1� t S( \` ; r--• May 1 -Aug. 31 German Millet 50 150 tbs -s - _ - (Setaria italica) t ■ Perennial Ryegrass will germinate faster and at tower soli � ' J ��-- - \ ! 1, temperatures than fescue, thereby providing cover and erosion 1 �• _ ► resistance for seedbed. �1 \ / - "` a / I i l� I F E-+ / - A _ *�■ Use seasonal nurse crop In accordance with seeding dates as �/i i �� I stated below, •��� ►__j Seeding March, April through May 15th Annual Rye _� . _ \ M _ - / ti ` t ! J May 16th through August 15th Foxtail Millet ,a: -- �r -� s ,` "" - -' _.. v _ _ \ ` ' - 7I� - - !y / -' !L E-I i 4 August 16th through Sept.,Oct. Annual Rye - -- _ ". _ _. 4 ,, Seed shall be evenly applied with a broadcast seeder, drill, November through February winter Rye -- - -- - - , ' \ - " -' - '"" ` - - "' '- -- -- - - �� -- ` ` _ 72Qa _ , cultlpacker seeder or hydroseeder. Small grains shall be . _ • _ -e30 _� ��` - - 128 _ , " — - 122 - -' - -_ - '- -- - — - -" — / � Q �--I planted no more than one Inch deep. Grasses and legumes ~- - ------�'`. -ice —� - - - �` - - -- - 124 - - --. - -- .- - - - -- C � - - - � '' shall be (anted with no less than 1/4' soli cover. +** N If Flatpea Is used, Increase to 30 lbs./acre. All legume seed - Pr- --- -� �----r--- -- r -- -t - -- -- r must be property Inoculated. Weeping Lovegrass may also be ,, s, r / �� ;c , , �.. a r f. n' r w .•T_ f / s.. , - _--?___ K. F T""— :^ T' c. t __l—-..�'—_*—r ^ �•- >— e-- —. — — ------ — - r Included In any slope or tow -malntance mixtures during warmer -- = - =- i--�- �- __ _-_ /_ - _ r.. l��i{ 8 seeding perlodsl add 10-20 tbs/acre In mixes. - ---^— _�- _— - - - _� �� . �;�- _- ___ - ZZ MA I NTENANGE OF REGU I RED LANDSGAP I N6) AP �.�-, � � Z CO o Owners of properties Shall maintain required landscapin in good condition and shall make reasonable provisionso ___ Q x �.-'U protect landscaped areas from damage caused by vehicles, �, I �0W-R0`AC-P1KE �\ ---- _-_----- ---- - — --_-- _---- J w pedestrians, shoppping carts. etc. Replacement shrubs 5holI be of a size consistent with that --- -+ - �� 'ANTE 522— --.-'" - -- - -- _ __ _ __—._._.. W w Which could normally be expected based upon the s ec if is "! p p p POSTED SPEED 35 MP.H. � Q species and the length of time elapsed since initialFEr installation of said required landscaping elements. Replacement trees sho I I be 112" Caliper larger for each year since initial installation of said required trees, except that no owner shall be required to rep lace any tree /� --`---~ �-y _- r \ %' - — ---� �' — - with another tree larger than five hCaliper. .�.� g a e (5) me es in __� LL LAND5CAFE 5CI4EDULE: Ir KEY ABR. OTY BOTANICAL NAME COMMON NAME SiZE (MIN) SPACING CONT. REMAik,5 eVok 1/1 Q OGM. 20 ACER RUBRUM "OCTOBER GLORY MAPLE" 2" CAL A5 SHOWN 545 , '" GTL. IS GLEOIT5IA TRIACANTHOE "5HADEMA5TER" LOGU5T 2" CAL A5 SHOWN 545 AZ 252'eu3' Azalea 'Girard Crimson' 'GiRARD CRIMSON' AZALEA -4&"- 4" 3' O.G. CONT. O.C. " pt;#v,murt i+k(wr4J g 8/cr/ 41 li CL 12 X CUPRESSOCYPARIS leglandii "LEYLAND CYPRESS" 4' AS SHO SCREEN DA 12 THUJA OCCIDENTALIS "nigra" "DARK AMERICAN 4' AS SHOWN SCREEN ABORVITAE" TH15 SHEET FOR LANDSCAPING ONLYI 30 15 0 30 SCALE: I" = 30' DATE: OCTODER 2001 SCALE: 1" = 30' ro0 DESIGNED BY: MSS/JNT FILE NO. 2753H SHEET • 6 OF-7 3 CC-12 Pay Un. - 1 Taper curb hWgIA dam to 0 at this paid or P.y UM .hem ­tUaappdnaabla�M �'-t i 4'S x e' BanAl2 c-c •o•oo•o•o o Minimum Canprsh \ 'ova. o•o•o•000 Cover Ili oo Mors r IJIn, o0 CQ-12 T T pej, lYe W-uz Var. ridth Sldsedk .o- oo•o.o Sid.sek Spoee Vn. I Pwn,lescl. SHd'.olk �vv Construction Jant Line 00-1 �..ak Sbaoe E'a TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET MWmS x e• eve • 12' o-o CONNECTIONS AND COMMERCIAL *Far conmvcbl entrwlw RADIAL PLAN r ; �°"`�" ENTRANCES. (11" Track TlaHla Anticipated sse Standard OG-13 sheet 2D3.10 A 3'-0' Pem4dMe ,�. -IY-0•- M'�-a'-G•- Cartruotlan Joint vs• �o• _ B Var. eldltn p y, a B a�ouoo ooa Sidewalk or I ;adp'•� S s . • .o sld-61 pp oar a•e� e Slap 12 : 1 MoWnssn A TANGENT PLAN ero. ISOMETRIC VIEW • Y whys Wd.00-3 Oq-7 Y used Curb ramp Moor to be class A-3 Comet• (alor A-4 If pre--Q wit Ice-rssletont knt".1 Y-4' b the mtnirwm detwbabl. earning surface owwkq the wtIm width d the ramp floor (romp floor may be Sldewdk Ana rsq*-erd to precast or cad In pkcs). Th dst.efbo eorNnq Mot be Wooded by on s•a-d o","o •e (with or wnhmrt buffer strip) achieve a 12 : 1 etap• finish. Romp Mall not sec-d a ma knum slop d 12 : 1. ot'Q C0 2 Y-•' I Flood .ko. ass curb ramp to be poured mororthlooy wit romp f- w by udnp pw- or CG-M R A >• - - mdsefble oorwtructi n joint with mquired bon. .•- P lamp floor is pseasl, halr must be prodded M dos l bon so that adjoining 11wed r dd- con be cast In peas e- pkxxr -d d precast lamp floor. Prem.t canar.h Mat1 be ,dose A-4. 7' DEPTH TO RE USED WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE 114E TURNING Realdred bon ve to w I/D.S x a' placed 1' center m oentw okvq both sides d the ramp SECTION A -A REQUIREMENTS OF ANTICIPATED HEAVY TRUCK now, and-dapth of ramp floor. MIn,mum ogcreh °over I%". TRAFFIC. Curb ramps will be measured cad paid for at the contract unit prices for Hydraulic Cemw d S x tY ears • 12•t-e Concrete Sfds.tlk oM Expo.. oppngots sideeak. couplets in daa� PerrrnlsdDle Lbnebuoum are/curb and gutter Mops bwrR/ons adjooent to aurb amps ors Included In par Slope 12 : 1 Mardmum 'IOi"t for aria/axis and guar. TW Item may be When used In mn%rcdw with standard CG-3 or CG-7. the curb raw on this Standard b • A_;•_^-; :� precast or cad In place. I. be edjuded to match the -.table curb configuration. SECTION B-B • ®Ace.edelo cud. Is e.ril.e as a cantlnuan. Curb Ramp m r be laat Ant are .ham h the dons or are . rlxuld by the th. right- u.lob win'* . stobo, flan ash sID resistant waj• d a m be provided ct irtsneclione dnererer an aeoeseEo route®wrthIn Use Aght- d- path connecting fi offm and Moments a a Highway ocMty browse a ourb m prdll d wheUwr eldesak Is existing. (hnfh d Expowd o-pnI Wdmdk ng ' papo.ed or caned tent. They may be offs.( from peds•bbn oro x. as Mown on pksw fodety that con be sppnlochsa, entwed and w w dIn e1W by the Engineer, but Mould not be kxwt.d b hid v.hlcle clod Ines. ® Trenbnem whey width d ad..ek or wd-dk used by penore .Ind mobBty Impaimwnta. Existing Ight Poles, ran by mntL dap NetA etc. will also affect ploosment cow 1. lees thon 7'-4' CURB RAMP SPECIFICATTDN REiFRENCE (PERSONS WITH MOBILITY IMPAIRMENTS) gsvlstl 3 n gM VIRGINIA DEPARTMENT OF TRANSPORTATION 804 )7E stn.xd approoc .am. (rodiw to M a• A� �� a Inlln. darn on Plant.)(RadWe o be a' C' \ ft.dbl.mbinollon gutter J A curband qutr horn d > / r2' Lrf B e I � e T ,-:1• I el 6 Close A3 (N,E.S. - . Optional glow LNn I �- -----� Expand ��------ rat Expansion Joint A _I 1 SECTION C-C Note: width -11• 2'-0• or are Mainline roadway show" on typical section' PLAN VIEW rt, Construct Grade thong-s with a parabolic curve. f0' Parobone Curve Codgoe of shoulder ex Mo.. Optbnal now, U.. - I Slop Chore -errs p Wh.n ejt'd. CO-11 Is used for tronoa built jVDOT Projects. Besse M.Inlin. Roadway notes f.11-Inc: ax Max Champ pMnt hall peraapnetryoe$loe p ttoth. /W y bgrod. 40• kern. for SVest Conneotbn 1 stobnlmtion rsqulred farFxrm bran. 20' Desirable Nor CPmmerobl Eno. the " rd as.)ehIctan ins omitted In the entr.nce.) e' Min. SECTION A - A A Roe I curb or aornbinat1w ourb and putter doll not I rsnwb-u beyond the R/W line except for replacement Purposes. When used In with th standard Guidelines for Grade Change D Co-3 or CO-7. the curb face on this ta Sndard b to it be adjusted to motch t Entrance VbluD.dr.bl. mendmum m• mountable curb configuration.. Hlph (more Nan 1S0G VPD) p 1< x Sr Stondard W-12 for Cub Ramp de•Ign ! to be used etth thle Standard. M.dium 'e00-1e0D VPD) 3 X a fC When the marl cannot accommodate Low Oese than e00 VPD) a % a x rngpentmn" Wok t-A.,-r�1d " tin nshould' be�gMn to Incnea.ing the depth of adjacent proposed sidewalk to 7 Inches. XC Optional nowdne may be used for entrances In cutecti.re. optlonol fbwnne may reauln warping of o portionof gutter b Prealud. pondinq of ,rater. SPECIFICATION REFERENCE METHOD OF TREATMENT- CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 2o3.oe VIRGINIA DEPARTMENT OF TRANSPORTATION rC OI rN ^ A IL (u rC rn I4'-2' I PLAN (Grate Removed) 112 SECTION STEEL-�j'-Y6 SECTION CAST IRON L2'/Z "x2'%"x',4 " 10'-4" long One welded joint A Weld all connectors to collar ''h"x4" St d Sh or 2'-7- 1 '-3'1h" Lugs t cost wi IT Bt }B n 43.6lbs. 166±3 lbs. including CU connectors lugs GALV STEEL or CAST IRON 1 o be 01-3A-38-3C OoNonlzed dots to be tzmt 4 x 8Smooth DowelMOo x. 12CC t in all ontaa adjacent ill' PPro ' P be placed ) H>a' P' and is t° be anchored with X x4. stud sheer L2%'x2%".%' to abutting concrete to Prevent settlement. connectors wood to bent plate Gahgnized at 2' c-c. Expansion Joint Expansion Joint Back of 31drealk 617/4• Belt 1M' I3 1 -d T eve a 14�.7 For detalle o1 Inlet Frame i Cwr I'T`i ... st•d. Ic-2. '�)(• a ' - 2Y' - 1 _L_ •' - _ -2' eon F Bare a a ExisUng or �Y• , �. - Propo••d l •' e eve e T k TYPe A Type e z•_e- 8 . fI-JI- - I I e I H a 3•-a• 4 4 # 14 5 1c5n4• Maxi aar.watar "J NO m orp4 Iran at 2' a * NOSE DETAILS II II Bon F Bon A I- of Curb wwp.d Ginter 2'-O li,,, II Bon D Crock Contra Joint Crock Control Joint Outter aww4 ,ISYR ears eT 4-IC 1/f47e If Inlet e' Min Is constructed In Median curb or with Integral Curb, Cutter 1. to be omltw.(s» PLAN even. s.. 10' Max. Not.: Thal. nwy be esrthen. In rhk* ease the -"..$an )olrnh O Max. iT veal appy any to curb or curb .na patter. More E rl- (-x'-ay a 1-V-ems- L-Vodatlh-Maze 20' - a' 3'-0" I rA I �B SECTION B-B FBan F Ban E •I 1 . 71l• ' Type A n3 CG- shall be used e• Weep Hole r wit CO-3 # CC-7 StantlaMe. "�"'z°• J aDlam.tr FRONT ELEVATION le. I- - - Weep Hae (Cutter removed) TyT. B nave det.11 hall be used .7w l a- r I Hardware Cloth it CO-2 k CO-6 Standard. ^ •-- A * 3'• diameter weephi. to be located 1 a Ill the -It the knert I the e~ Poe b Unan aw batten to drain subbase material. Weep '- I sl.P. - la be d the etruchum the lnm m the Muctun Mat w shepW wit ant hoc sRh 12•.12• Db.tb h°rdeare - wa.M.d .n.n X Y Notee: Smndard Inlets lacy be constructed wit conemt• nnartr to prw•wd ehndlN pondsnnqq d solar In the stru The obth Y• meth r gahanhed stet Y c 4'-W w ands. black In aooerdanw with the dome. a/were on sad far bMrt dwdng dell be Inckxiea In the Prise bid for th drvebew. In di.. 0.03 iroh, umber 4 meth T H-v elep alati eve Standard Dr Wq DI -Me. hardsore cloth anchored firmly to s• I-r-r -I ir 4- x'd• _'-'• For dimensions and q..Atlse at sheen ses rest 2 of 2 °"d'lde of structure' .-a. 0I-3A 0I-3B DI-3C SECTION A -A I- L -1 I L 1 L I W`1 I APpr. PM. T H I f�. T H Fjpw, Fl rq_w Flow 1• k W For use on ay For use in ogv groan si Both des be symmetrical 1' when psealad an plore the Invert Is to beshaped In •aoordanw with I Stondord Plan 19-1, Th cast d NmhWn yq and ploeiq all molwlals The 'H' dhnwmlon wh.wn on the etondarde and irob.r,tol to the shaping o to D. Indaded in tlw pdc• Mid far th drop Inlet DETAIL WHEN USED vpscNled on the dares will W rxxrwo - measured from the krvrt of the outfall pip to the top of the structure. Plan •H• ADJACENT To CURB dimendons are approximate only for estimating Purposes and the actual dimensions (•"gar' of dot (1) wit, In every ran be shown on Pk- WITHOUT GUTTER -hall be determined by the contractor from field condition.. when mid In used In 4'-W Msdlorc book of Inlet Is to be shaped to oomonn eta, ox posed .orb. This Man may be pecast or cast In plate Sheet 1 of 2 STANDARD CURB DROP INLET SPECIFICATION 12"-30" PIPE MAXIMUM DEPTH (H)=8' REFERENCE VIRGINIA DEPARTMENT T04.00 Of 302 TRANSPORTATION 4-{� 2" R CG-6 I I -I I II I II I II II W •- , ° 6 .- A. • - A 6" 2'-0" THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7" DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED. ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. NOTE• COMB. CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADIAL COMBIN- ATION CURB & GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SPECIFICATION COMBINATION 6" CURB AND GUTTER REFERENCE 105 (NOT TO SCALE) 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 th collar NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-1A. Optional 2. THE "H" DIMENSION SHOWN ON THE STANDARDS Brace Ribs AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE 6"x11h"x4" lugs CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors I TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE SECTION B-B INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL 12 g- II� PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO O A `N PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING --� 2%' �- - AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID DIMENSIONS FOR PRICE FOR THE STRUCTURE. CAST IRON ONLY 5. STEPS ARE TO BE PROVIDED WHEN H IS 4 -0 4'-2' OR GREATER. FOR DETAILS SEE STANDARD ST-1. I * 3" Dia. weep hole a /2 ?1-6 I " 6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 7ELY DOWELS AT XEASTADJACENT XC'CrTO 2'-7' �- °-- min. I 2 BE PLACED IN ALLAROOTH TO ABUTTING CONCRETE TO PREVENT Collar �d r ao n 4" depth Aggr. H . . . . #68, #78. or •E •E E E ° a I #8x6' width --12= 12"-15"-18'or 24" rim .1 C 1 1 I I N /NNPI L I e a -L SECTION A -A ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF DOWELS A 2" X 4" NOTCH MAY BE PROVIDED. SEE ST'D T-DI-3,4 FOR ALTERNATE DESIGN. C 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO ZD DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH N OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE 1 OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 2!- -1(3000 - 4^ PSI). PRECAST CONCRETE IS TO BE 4000 PSI. CONCRETE QUANTITIES FOR MIN. DEPTH 1 10. ANY ALTERNATE METHODS OF ANCHORAGE 12" conc. pipe-1.440 Cu. Yds. Concrete MEETING THE APPROVAL OF THE ENGINEER 15" conc. pipe-1.528 Cu. Yds. Concrete I' MAY BE SUBSTITUTED FOR THE CAST IRON 18' conc. pipe-1.620 Cu. Yds. Concrete z I-114" LUGS AS SHOWN HEREON. 24" conc. pipe-1.817 Cu. Yds. Concrete Add 0.469 Cu. Yds. per additional foot of depth. SECTION C-C SECTION D-D GRATE DETAIL APPROXIMATE WEIGHT Cast Iron Grate 363 t 18 lbs. STANDARD DROP INLET SPECIFICATION 12"-24" PIPE MAXIMUM DEPTH (H)=10 REFERENCE VIRGINIA DEPARTMENT 233 104.01 of 302 TRANSPORTATION Amp • i I a s •,.��.�,:e:� �,:w,:wn:yaw,are,w�:wdwa�r.�,:��?,:�t.Jr�r�r:�r�r. f•! • e.......... • sees 1 f�f•�f•�f• '� Nei.?•�l• .1 .•.sew 041 , i, 'i l�,l�•, i, i, i, i j. ,- NT • \ - REIWG7CED CONCRETE J \- A4iM' swwx SECTION B-B XW(E' AA RU Iram /98,i IMn k &nkt for W amw and Sediment Control and Va 0511C Piste 3.01-1 TEMPORARY DIVERSION DIKE Compacted Soil 18 min. -Flow 4.5' min. SOURCE: VA. DSWC PLATE 3.09-1 -- PAVEMENT ARKIN ° ' a CURB CUT THRU ISLAND TO PERMIT E)RAINAGE 1 Cr-1 -6 . 71"FE II SGUPPER DETAIL SCUPPER2 NOT TO SCALE WIRE MESH REINFORCING VD.O.T. 8� ROAD AND BRIDGE STANDARDS SECTION 30104 73 CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED SU5GRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TR,45H [20-1=51ER PAD (NOT TO SCALE) EXPANSION JOINT FLUSH GRADE TO MEET PLAZA OR SIDEWALK ADA STANDARDS ASPHALT PVI1T.--\ I I � • -. °. • d q , ° GUTTER II-6il :d a • OCA t. SUBBASE COMPACTED 5U5GRADE (e5% DENSITY) GCi-&R DEPRESSED GURB DETAIL (NOT TO 5CALE) NOTES: THICKNESS OF SUBBASE 15 THE SAME A5 THE REMAINING PAVEMENT SECTION. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. Dt-cg4or-dep-urb TEMPORARY SEDIMENT TRAP 1' VARIABLES ORIGINAL I VARIABLE GROUND ELEV. I.O' 87 CU. YD./ACRE M VARIABLE 1 87 CU, YD./ACRE (EXCAVATED 4' MAX. FILTER CLOTH ORIGINAL GROUND ELEV. 'SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RIPRAP LENGTH (IN 8 X DRAINAGE _ (I/ ' / DIKE COARSE AGGREGATE11 ARE \ // EXCAVAATED / FILTER CLOTH eeCOARSE AGGREGATE SHALL BE VDOT #3, #357 OR t5 OUT (PERSPECTIVE VIEW) SOURCE: VA. DSWC CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. T�I-TIM-t ITi1��FBl ITi �1� FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW 7� C� =1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PUTE. 3.05-1 Sha vood k 1 ON -SITE PAVEMENT SEGTI ON NOT TO SCALE f 2" 5M-12BA SURFACE COURSE 6" SUBBASE VDOT STD. GR-215 FACTED i TTi I TTT TiT - JTiT -~ DE (COMPACTED TO S5%DENSITY AT OPTIMUf 1 MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A 5UBGRADE CBR DE51GN VALUE OF fo. SOIL TEST OF T+•IE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 6'-0" A ; •'41, 4!, ..� :4: - -r Ib" A Ib" S '-• '. B3" 2-24' % RE5AR9 • �I : FOR WHEEL STOP 9' u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE PLATE. 3.13-2 OVERFLOW RUNOFFRL WATER WITH SEDIMENT DROP INLET WITH GATE SEDIMENT -IT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 BL 0 CK GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET [ 1 WIRE SCREEN RUNOFF OVERFLOWWATER WITH FILTERED WATER SEDIMENT SEDIMENTTrT­ I II I WIRE SCREEN 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE 3.07-8 I'X4'X4'-&' SLATS, 2-FNI94 NAIL AT TOP AWD BOTTOM 2"X4"X4' BEAMS. TOE NAIL TO P06T 4"x4'XW "TO 135" �4'-04 NOES: _ I. PRESERVATIVE STAN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 2. FINISNED SIDE OF FENCE SHALL FACE in ADJOINNG PROPERTY, IF APPLICABLE. 001"1PACTED GRAVEL - 10002 PENCE DETAIL FORpUMPSTER ENCLOSURE ENCLOSURE NOT TO SCALE CD W UJ W O CC 0 DO C�2 mot' aC\2 Iv co CO CQ t Ln I rn Zx O CV LOC\2 W W r� a Lo1� a) E� GLt V2 n C O t! W NLTH p .� MICHA �jS.1 ENDSEONo. 0 031162 ;?�,sSIONAL �< co DCIO U � t I--1 08 ._4 Qi Cf) 1E_-� w C E--' Q J w� W zQ U. a DATE: OCTODER 2001 SCALE: N/A DESIGNED BY: MSS FILE NO. 2753H SHEET -7 OF-7