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Home My WebLink About38-05 Pegasus Bus. Ctr. No. 3 - Commercial Office & Distribution - Shawnee - BackfileABBREVIATIONS FREDER|CK C()UNTY, NRC1N|A ASSy ASSEMBLY 8F BASEMENT FLOOR BILK BLOCK DC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT B%8O BASEBOARD [&G CURD & GUTTER C\P CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND Cpp CORRUGATED POLYETHYLENE PIPE [MP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DlA. DIAMETER DS DOWNSPOUT [OP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION FD[ FIRE DEPARTMENT CONNECTION F6 FA[[ OF GUTTER FH FIRE HYDRANT F L S FIRE LANE SIGN 6o GAUGE 6M GAS METER GV 6A3 VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6^ HEADER CURB *P HIGH POINT HTR HEATER lPF IRON PIPE FOUND lPI IRON PIPE SET lmV INVERT LP LOW POINT LT LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE wDC NOSE DOWN CURB N.P,S NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OH[ OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE P}V POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVwT PAVEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RED REDUCER RO' ROCK OUTCROP SAN SANITARY STD, STANDARD TBD TO BE DEMOLISHED TB-R TO BE REMOVED lD,P TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL U6[ UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER wL WATERLINE wM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE wv WATER VALVE 5'R RADIUS IN FEET x00.80 PROPOSED SPOT ELEVATION x0200 [Xl3TlN6 SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN� PlTCH TO BE vtzosz�zzs� 1/2^ PER FOOT, TRANSITION THE GUTTER OVER A 10' LENGTH <TvPz F,--iDAMS NELSON & ASSOCIATES PEGASUS BUSINESS CENTER PHASE THREE FREDERICK COUNTY, VIRGINIA ' � _~ _-`_- � � V ��./� ` =- -.- --~ /lD/\MS-NELSON ��TN ��-/\-4U� __ -- _~� ^ . ----�� 7[lNEU A 2 PIN #64n 4uu -- L --| ' 4- �Z L�� CY 7u^ --- --`� -lT --~- ~/f---- � 7 � �I ��L� \/x �/� � ///�m --- -_- N^o -m z A��[�4� T FlN T�� |_ . �� " / ��/ [ �- | � V - 7 � � '�� | U u �� - ' | [f- _ 76O -.- r LMN �-�-�� . .-, � . _/v . " �� ~~ m-- | ' y ----' K--- �-- --� Uz lil� <F- 4 THE PEOPLE TO - THE PEOPLE HEALTH FFl[]kjDATT[7N PiN #64-A-40C 7[]kJED: M-] [1\Ej DISTRIBUTION [ " QLhoil \�TK][H[STEP REGT[]KjA[ AIRPORT PIN #64-/\-40B ZONED: PAM-} �1\EATRPOR"T, VACANT AIRPORT �� /\ � []�UT� � � .`��r`�� /`��/�_ `�-r.J _ _ -- A[PpF7PT PUSlKjES? P/l�� ' A[lTLD{kj- /\' LL[ ' PIN #'4-/\-4U 7[]��D� �4-}/�i��-T�[ ZONED ^~H / AT��T �U�T��\ P��|- �[[ U�[ PETAT�/\�APEH[]USE - ' / PTKj #h4-/\-40 . / 7[]NED y4-I/F L. LX-TH / U/4[/4NT OEM / . / } ' lOO O ]0O 300 [) | e, l « -- 1 [) (I f _| FOR CONSTRUCTION VICINITY MAP 1^ = 2000' LIST K�� &�K�J��^ �==" ~^� "^"...'..^,`~.~, 3HT 1/71 COVER SHEET SHT 7/7: GENERAL NOTES CONSTRUCTION NOTES EROSION /k SEDIMENT CONTROL DETAILS SHT 3/7 LAYOUT PLAN SHT 4/7: GRADING PLAN EROSION & SEDIMENT CONTROL PLAN SHT 5/7: UTILITY PROFILES AND DETAILS SHT 6/7� CONSTRUCTION DETAILS SHT 7/7: LANDSCAPE PLAN �� 0�� - P��Y�[� ��L..^ __.�7�� DEi"'i. kV ~^��=�_- �� _ dc oe is APPROVED Vd tSITE PLAN EXPIRES FIVE(5) 'TEARS FROM DATE OF APPROVAL 50&0.- '.'AdW I r C.J y � t] ... ... . :1�x1eM t' �.::., .aye .... ........... .ems r.... ..... _. .,'.e.�..sw. .. .......... ......... .�, .n rx,3..a ... _..... .__,.....mcnbm. a.a�ox xtxune.,. ,.._......- - .... ..,..ate...,......._._.. ......-._.__._ ..._�..._...��._ w ...xw<;.s.:xan�i+a+R+uxv......_ ♦trnYeAAblgep�ataC.ve ::.#ec......-...�:u•.e.:SdMxn»/b a...«.._ - ,. .._ w..t,l4A z .3kenn.._. _.,db u 4 ..._.., +sr GENERAL NOTES 1. The property delineated on this plan is located at the intersection of Route 645, Airport Road and Route 776, Bufflick Rood in the Shawnee Magisterial District in the County of Frederick, Virginia. The owner proposes to construct a 22,400 square foot, two story building for general business space on Lot 40A, 2. Owner/Developer: Contact: Mr. Kevin Adams ADAMS-NELSON & ASSOCIATES 401 Pegasus Court Winchester, Virginia 22602 Telephone: (540) 667-2424 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. Contact: John Lewis 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. Parcel 40A contains 4,1801 acres, The parcel Property Identification Number is 64--A-40A, The property is recorded among the land records of Frederick County in the name of C. Douglas Adams and Kevin D. Adams. 5. Survey information shown on these plans is based on U. S. C. & G. Datum and was, provided by Marsh & Legge, Land Surveyors, P.L.C. A reference benchmark has been established at the bolt on the top flange of an existing fire hydrant located near the west boundary of the property. The elevation is 734.40, 6. SiteData - Parcel 40A Are a: 4.1801 80 acres Zoning: B-2, Business General District w/Airport District & Flex -Tech Overlay Use: OFFICE Arterial Street Setback: Required - 50' Provided - 0' Collector Street Setback: Required - 35' Provided - 61 '+ & 85'+ Rear Yard Setback: Required - 0' Side Yard Setback: Required - 0' Business Sign Setback: Required - 10' Provided - 10' Maximum Sign Height: Allowed - 35' Maximum Building Height: Allowed - 35' Proposed - 32' Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 44,800 SF = 0.246 Minimum Landscape Area: Required - 15% Proposed Building/Pavement Area = 123,500 +/- SF or 32.2% landscape area 7. Landscaping Requirements: See Landscape Notes. 8. Parking Space Requirements Lot 40A: Property Line Setback: Required - 5' Provided - 5'+ Office - 44,800 SF Required - 1 per 250 square feet = 179.2 spaces Existing Spaces = 101 regular spaces including 5 Accessible Spaces per ADA Provided Spaces = 121 regular spaces including 4 Accessible Spaces per ADA Total Parking Provided = 222 regular spaces including 9 Accessible Spaces per ADA 9. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC romps on the site shall have detectable worning surface per ADAAG 4,7 and 4,29. HC romps off site shall be constructed per VDOT standards. 10. Buffering Requirements: The adjacent zoning which is 82 requires no buffer. The adjacent zoning which is M1 requires an A type buffer which is accommodated by the existing road ROW distances. 11. The proposed building lies within the Airport District which applies limits to the height of structures. The parcel lies within the Transition Zone and the maximum height of the building controlled by the Transition Zone. The criteria applicable to the building height are as follows: The Transition zone begins at a point measured 500 feet along the horizontal plane from the centerline of the runway as established by DELTA Airport Consultants, Inc, and at an elevation of 720 feet MSL as stated in Section 165-98 of the Frederick County Zoning Ordinance. From that point, the height limit increases one foot vertically for every seven feet of horizontal distance. The corner of the proposed building nearest the runway centerline is 1000+/- feet measured perpendicularly to the centerline. The maximum height of the structure at that corner must be less than [(1000 - 500) / 7] + 720 or 791.00 feet MSL. The proposed building will have a maximum height of 32 feet from finished floor elevation. Therefore the finished floor elevation must be at or below 759,00 assuming the horizontal distance to the centerline remains at 1000'. See Study #00-AEA-0246-OE from the FAA 12, The site contains no significant environmental features. FIRM Community Panel No, 510063 1225B shows the site to be in Zone C, outside the limits of flood plain. 13, The site contains no outdoor storage areas other than a trash storage area. Trash will be contracted for removal by the individual tenants. 14. The site contains no outdoor, pole -mounted lighting. All building mounted lighting fixtures will be designed to deflect glare away from adjoining properties and streets. FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority (the "Authority"). 2. Water service will be provided by an extension of the Frederick County Sanitation Authority water main located adjacent to Bufflick Road. A flow test was conducted by the Frederick County Sanitation Authority on January 3, 1996 on the fire hydrant located on the northern boundary of the Adams parcel. The results were as follows: static pressure: 70 p.s.i, open flow: 1061 g.p.m. residual pressure: 40 p.s.i. 3. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 4. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 5. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An application for services must be mode and fees paid. 6. The Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The CONTRACTOR must make application for and pay the cost of this work. 7. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; 4) all components of the meter box assembly to be in proper working order. It is the developer's responsibility to have the meter box assembly installed correctly. 8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout is required. CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utillities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1--vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified ed density, beginning n9 from the existio9 ground surface: unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, r ri f grubbed, and stripped o topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. Pavement and storm sewer materials called for on the plans refer to standard VDOT designations. 7. BENCHMARK: top bolt on fire hydrant - elevation = 731.91 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. Where plans call for matching existing pavement in the public right of way, the CONTRACTOR shall provide cut joint or asphalt overlay as directed by VDOT, 10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. All construction and materials proposed for the public right of way shall conform to VDOT standards and specifications. 12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. 13. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off :site construction activities. 14. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 15, All site and building lighting shall be installed to avoid spill --over onto adjoining properties. ORIGINAL GROUND ELEV 67 CU. YD. /1.5 ACRES (100 CU. YD.) DIRECTION OF FLOW DIRECTION OF FLOW 1' -+ - 2 67 CU. YD. i/1 5 ACRES FILTER CLOTH --ORIGINAL GROUNC (100 CU. YD EXCAVATED) ELEVATION COARSE AGGREGATE** CLASS I RIP -RAP ** COARSE AGGREGATE SHALL BE VDOT #3, #357, C TEMPORARY SEDIMENT TRAP DETAIL EROSION AND SILTATION CONTROL NARRATIVE Project Description The developer proposes to construct a 22,400 square foot office building and a 600 sgluare foot storage building on two lots containing approximately 4,6 acres. The total area of disturbance on the site is approximately 2.0 acres. Storm water runoff will be directe.0 to on existing storm water conveyance system. A detention facility is located off -site near Bufffalo Lick Run. Existing Site Conditions The site is currently used commercial office space: Slopes range from 1.0 % to approxiimotely 5.0%. Adjacent Areas The site is bordered on the east and north by the Bufflick Road right-of--woy. The para.el to the west is zoned 62 and is used for commercial purposes. The land to the south (contains the Route 645 right-of-way, Off --site Areas No off site disturbance or construction activities are anticipated. Critical Areas No critical areas have been identified on the site. Erosion and Sediment Control Measures i 3.02 A 12'w by 70'1 temporary stone construction entrance with wash rack will be consttructed at the proposed access to the Construction area. The entrance shall be maintained in a condition which will prevent tracking or flown of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existting stone as conditions demand and repair and/or cieonout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto rOodwoys or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked Onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction (areas as a first measure of construction Silt fence will be installed around the downstream side of the topsoil stockpile. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall, Any required repairs shall be mode immediately. Damagedl, decomposed or otherwise ineffective siltI fence shall be replaced. Sediment deposits should be removed after each storm event. 1They must be removed when deposits recjch approximately one-half the height of the barrier. Any sediment deposits remaining in pknce after the silt fence is no longer nee dded shall be dressed to conform with the existing grade and stabilized. 3.09 Temporary diversion dikes will be installed along the southern limits of the proposed soil borrow area around the m downstre perimeter of the work area. The dikes will be constructed with the on -site materials andwill be seeded with the temporary seedling mix immediately after installation. The dikes shall be inspected after each rain storm and reppairs made to the dike, flow channel, or ;outlet as necessary. 3.13 One temporary sediment trap will be installed as the outlet control structure for the temporary diversion dikes. The trap will be constucted with on site materials and will be seeded with the temporary seeding mix immediately after iinstallotion. The trap shall be inspected after each rain storm and repairs as necessary, 3,31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denluded for a period of greater than 30 days shall be r h ill o f n r� r f temporarily seeded and mulched. To coincide with the anticipated construction dates, the? seeding w consist o 50 pounds per c e o German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is July through December 1999. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN GERM.(%) Sept 1 - Feb 15: Annual Ryegross 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 -- Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/oc 98 85 Mulch 1.5 ion/ac small grain straw Fertilizer. 7 000 lb/oc 10-10-10 Permanent Stabilization The contractor shall stabilize ail denuded land within 7 days after the end of constructilon. Permanent stabilization shall be appl,ld to n r During f h r t it k' areas that are to be left dormant far more than one year, Du g o t e 1p project, so stockpiles shall be stabilized Ion protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all s�uil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on oil -areas not otherwise stabilized according the following specification. Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone( I 401b/ I 000sf). SEED TYPE RATE MIN PURITY(%) MiN, GERM.(%) Tall fescue 60 lb.ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Gross-(seoson dependent) Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 Winter Rye 12 lb/oc 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib/oc 98 85 Mulch: 1.5 ton/oc small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook. 2. All perimeter sediment control devices shall Ibe erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans. 5. The limits of clearing and grading ore limited to the property boundaries. 6. The Contractor shall obtain a land Disturbance Permit from the Frederick County Public Works Department prior to inititating any site work LENGTH (IN FT.)= OUTLET (PERSPECTIVE VIEW) I ............. EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST nov _ FLov ~- 10 FT MAX SPACM WITH WIRE SUPPORT FENCE 4 Fi MAX SPACING WITHOUT WiRE SUPPORT FENCE PONDI�:� POND�. ySyTQEQEL AC F TER F tC 38" HfGH MAX Tp I�jPHyTRE SECURELY SIDE of PosT. RUNOFF RUNOFF ,4 x i 1 12` MIN. 12" MIN WITH" TRENCH WITH COMPACTED GRAVEL BACKFILL + '. STANDARD DETAIL ALTERNATE DETAIL TRENCH WiTH NATIVE BACKFILL TRENCH WiTH GRAVEL NOTE: 1, INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY, 2. REMOVED SEDIMENT SHALL BE DEPOSrTED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY 3TASIILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 29. 2 % OR GREATER Eyl TING PA FILTER FABRIC SECTION A A NOTE: SPILLWAY USE DRAGS, STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN AS EOUiRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. r d e Q /CY- ��now `t 2"-3" COURSE a- A A WASHRACK AGGREGATE MIN. 6" THiCKi O O 1 :I^h>>':MP� ✓ l:it nry� . 4h * id . e t �a. �yl r1 fr Z �- DIVERSION RIDGE Z r= x 70' MiN. W PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- TEMPORARY OF -WAY, THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES GRAVEL USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. CONSTRUCTION 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE AN AREA STABILIZED CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP THAT ENTRANCE/EXIT OR SEDIMENT BASIN. 4 INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. COMPACTED SOIL FLOW I-1 I I.-1 I ICI 11=1 I ICI I ICI I I-1 11=1 I I!I I I I I i. -III LiLi.,,IIF III ;,IIi 1II,,,III -I , (I E.. II( 4.5' MIN. TEMPORARY DIVERSION DIKE EROSION & SEDIMENT CONTROL KEY 3,02 TEMPORARY STONE CONSTRUCTION ( �- ENTRANCE 3,05 SILT FENCE X T---)E----X 307 INLET PROTECTION 3.09 TEMPORARY DIVERSION - DIKE 3.13 TEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION �••/ 3.31 TEMPORARY SEEDING �__.�. TS �- - . 3.32- PERMANENT SEEDING .. ��- ----- 3 35 MULCHING V z ~ O Z h` UJ O W U Z W Q J_ Q Z O w �■" 0 Z z ZU Q I... Cr =) "C Z LZ W 0 �.7 Z U Cr W O 4 F_ u ir w W � � Q Z W �5 c ZiE Jd Z OaJ W Z IX Wa W 2W W OL O LL. O CL (a) O JCA N a to 0N i r) N rn N U-) L f 7 ■■■r■ N l N V) o (D (Np UJuDOO O - dt 't 7C) J M v C 0 W -C v � a . N u Lnc a� u L.L 'Si ~ N O a H XHNIT LEWIS :P1 No 21621 ZsNI.s1 o�+ ONA1 _ DATE SURVE 7': 12JUNEOO NA SCALE DRAWN: NA PLC C I.: JOB NO.: NA 9908012 DWG: SHEET: PEG3SHT2 2/7 EY Aaf fX r EX. B " STUB M,X8 WY£ CD-5' PARKING SETBACK 1 12' 044' 10 CD r 5 1 —{-- 35' BUILDING SETBACK LINE DR_' INSTAL ASPHALT PVM-T. \ f NH WN, GRAi3E TO j I Js/zG£R ! a EL I CD r EX NCR V LW A419 15 OWC£ bfYtlW X PLX£ FF = 7Jof 69 I I ti J4W SF I 1 i I r � i £X GUY � F_ r-712L Ix i EI , _j --� I A/�k'Lf(TB.P) F_ EXTEND 8' SDR 35 PVC ! ( I SEWER STUB 160' @ 1.00% I INSTALL TEMP PLUG & MARKER EX SANTOP 7 Nh'OLE INV = 722.67+/- 8' OUT = 72O 70 �(TgR,)� hV = 720 . 6 „ TO -_(�_ 6 ;�N = 720..30 Tt'Y ML 22. PR 20' SAN. SEW. ESMT. 3' 11. I 75.00 R ,R �� } EX. SAN. A/N T0R=2j_2 8B £X 5'-8 SOR 35 (V 1, C 9X 8" OUT = 720.8 12' COX SA, SEWER STUB W17L / . RL 00 8 -IN = 721,07 � ti w 122.00' CG-6R i F 22.50'-- 13'R 4.5`R ( O TRAFFIC IMPACT ESTIMATE DATA SOURCE: ITE MANUAL, SIXTH EDITION f ' LAND USE: GENERAL OFFICE BUILDING #710 yy �i 5'R PROPOSED GFA = 22,400 SF 1 i _ ' # j 1 �# f � � WEEKDAY: 247 TRIPS a 1 I AM PEAK HOUR: 35 TRIPS �{ 22.00' PM PEAK HOUR: 33 TRIPS 1 l f 22.00' ` { 1 8'x 1 a' DIM. TTRAFFIC IMPACT 0 BUFFLICK ROAD: I l { (ASSUME 30% OF TRAFFIC USES BUFFLICK RD. ENT.) j w APPLY TO THIS YP. WEEKDAY: 74 TRIPS j r UNLESS OTHERWISE 123.00' 9'001 j AM PEAK HOUR: I TRIPS INDICATED TYPPM P . � EAK HOUR: 10 TRIPS t CONNECT TO STUB WITH SX6� j i ! FERNCO ECCENTRIC COUPLING TRAFFIC IMPACT 0 AIRPORT ROAD: E I 40.00' (ASSUME 70% OF TRAFFIC USES AIRPORT RD- ENT.) 1 fX 8=B"SLAP-3s� I I TYP. TI iac !, 1OOZ .90S£i1' WEEKDAY: 173 TRIPS I w ii AM PEAK HOUR. 24 TRIPS r-ri STUB M117E16- P1Ld; i i0. P0. PM PEAK HOUR: 23 TRIPS I_ I 18.00' WATER SERVICE: £X -54V Ak4ha 1 1 /2� CORP STOP & SADDLE Tl�f° = 7 O00 10.00, 1 1 /2" TYPE K COPPER WL TO 8" (WT = 71205 I 2•o(i 1 1 /2 METER I 19� LN = 72225 t I 18.00' 2" TYPE K COPPER WL TO BLDG. 20.00' 5'R D,._. -%, T`;0 = 7G6.35 IRRIGATION SERVICE: 6' .1tV = 7?392 10.00, Gt 1" CORP STOP & SADDL f a I' NOSE DOWN CURB TO .. T� � 1 TYPE K COPPER WL i i 5 R MATCH CONC. PAD(TYP) 1" METER I 19.00 $ a DUMPSTER PAD/ENCLOSURE SEE SHEET 5 CONFIRM DESIGN WITH � f-r-1 t 10.00' 37.50' _ J CR ° ` --- — DUMPSTERU PAD W/ IRRIGATION (CONTRACTOR 1 I 111 ,R a c < o X 20 iK £BAIT. 20' W "'MT. -- I 23-88' i 5.16' 32.50' FUTURE DRIVE ' i TAP BY FCSA i a I I 15.66' 8X6 TEE GV j _r EX, 20, of I'S&7 _ I t� EX NCR f i4 NC j IRRIGATION SLEEVE H 40 C ESA/r R MATCH EX. CURB(TYP) (y MODIFY EX. CURB AS RED • s i. ' � �`� i HC4 � I ! I I i ` E,Y � �C liALX EX XFMR I I EX S.70 r r XIS T ING BUILDING WL, STORY 22. 00 S:E: C F.F :=7 71q f 1,172 HEIGHT=2A I I v `0� 2%' W ! J O Z J Q Q t� (± z F i NC i (l £X LR f,Y CGY✓wT—` MATCH EX N EX CO-2 R 6" GV 0.00 EX. f1fC 2 16 fX I afC. C6V1klITS s,. 1i S-, � 1 5'R ASSY i 20.0 1 1 8.00' Ric p ONC. ADZ SIGNS INSTALL 10'-4"0 SCH 40 11.50, DI-3B IRRIGATION SLEEVE TOP=726.50 152 50' INSTALL 3"0 SCH 40 - PVC DRAINS FROM ROOF DOWNSPOUTS TO GUTTER(TYP) PROVIDE BOOT AS REO'D 12.50'- I ADA SIGNS 14.50' J 35 BUILDING SETBACk 22.0o' INSTALL 32'-4"0 SCH 40 IRRIGATION SLEEVE PROPOSED BUILDING TWO STOPY 22,400 S F-. F-,F-=7`b.70 HEIGHT=24' Colgc. SW - 141.00' F15] 9.00' TYP. PVC DRAINS FROM ROOF] TYP- INSTALL 10'-4_0 SCH 40 IRRIGATION SLEEVE R 5'R INSTALL 3 : -4"0 SCH 4 IR GATIO ;SLEEVE I 34,00` R INT CURB 1 1 YELLOW M WIN - 22.00!i INSTALL 10'- IRR#GATIbN SI W I 0 M R 1 15 rr. 4I !✓{' it IQ f I + 1 j \ � tv yr j Ln G � M . � MH-1 00IU TOP 722.70 v i.{ Z PR � f + I 4 { o� w jQ ! M 5'R PROD. SIGN ....... ......... X 10' 1O'X35 H S• f £X. 26 IYA(gY -W 20.0 ' g G EX -6 EX. SIOV. EX £NTRMJCE 0 ecwe ADRav 8.50' S PARKING SETBACK - Tur- 77 £X �t5 LA1Er EX. au LIE AIRPORT ROAD VA SEC. ROUTE 645 11 SPEED LIMIT 45 MPH 8Q' ROW £XIsTlhG fGi° EXLS•T/ba;' Ir/eo w bw - - EXLSTlM;' STIR' r s ' Ii 0 ,z m D I I ) on j tti T(jI I � w w �q j 1 2T PG-5 VDZO 1:1 SIDE SLOPE D=1' I L=10 t T=6" 29. JO 2,f' CAP 35?i _7173. RIP RAP AS SHOWN d50=8" DEPTH= 18" MIN. I 0 f D j= ° D ` D . co PAINTERmLEWIS, P.L.0 PROJECT: TITLE: T t,, M z M ��°�a �� PEGASUS BUSINESS CENTER o CD o q ,? z �' 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 PHASE THREE LAYOUT PLAN T o rc '2 Telephone (540)662- 5792 ADAMS-NELSON & ASSOCIATES z z r m �,�� ' Facsimile 540 662-5793 ( ) FREDERICK COUNTY VIRGINIA , 1 04AUG00 AGENCY COMMENTS JCL v `�� FOR CONSTRUCTION NO, , DA TE DESCRIPTION BY N k +28.39 +7894 * fr RaF Z' % +28.93 FX- 8" Sr(& CD —�VR �447 ` 12' OAK }�.24 +n 29.l13 CD +3> - - +)I I i e <+ 5WWR j +3324 ZTJJ.49 a �\ NCR f� ! i ( +32 14 \ fr AQ9 � �'— N 15r,4�75 fR €I� RXf 1 Ff- = 734 r I I I fX GYfY 133.74 — I 1 \ +32.67 +3255 £/r8a"J / t +33.20 i r EX , SAV. NHOLE £X. 3 7f, TOR' 73„ ' OUT = 720 10 I 8 " ,W = 720. 30 1 6 vyV s 720.30 JO' 7w INSTALL 2' CUR$ CUT � �• � �t J AT GUTTER FAIV i EX sav ,uN" • i TOR= -0B EX. 5 =8 SI1R 33 I. DtI1t TC T TC 9"007' = 7208 -12, � � 'UN SfW);s aLuc t, 8 " IN = 721. 07 N f� TC 2i1 TC" -' SF I { a TC < "� 9.50 ' f I !� +29.05 f t: 10 C= r SHINrSy, ,� rG = 7.30Q? t TC TC W w 8' 0V = 722.05 ' C 3'' _ - B' IN = 72225 ' , ; T j S' 1N - 72JV TC TC Tom_ ` � • I + . 00 TC it TC___—_ +23.74 ' TC FX iili/ { EX- £6P (2a. 4c TC TC€. FY 20` lil: Fi4 iii 12 �I sa +2337 it ? fK £5)YT Ev afc (27.9) TCWARP C ,) 1 0 DRAINT". rCE TC I f TC 4,! (27.Q) i+ f (2 TC TC TC +23 t 1 / r, r€ f �E TC 27.3) (27"3) I r £X - 4 ' CONC flS4LK It f R i 5 _.._ y r? afc i 80 lFX 51 f0 it UJ EXIS TAG D�_IiLDING � ( � � >� Ln T G STORY z PR POSED BUILDING � +22.47 i �c ,400 SF. TWO STORY F I F_, _ - - 22,400 S.F,, HE1UH I _24 - _ F,F.=726.70 \ 1 HEIGHT=24' is � 41 - ____ CONC. m � -PATH OF DRAINAGE(TYP) £X Et he'R zs.s} i TC 'W . TC I r WARP PVk1T. TC it TO DRAIN £X" 66W&,y1_--11 TC EX- X-2 35' BUILDING SETBACK � r (2 26.2) ( ST E, � ,� FX • �� .ter � _�_� ,I (26.4) TC Ti- £.0 X-6 EX. SA;N 9) 0( EMRAWf AVID f COW r- 5 PA KI S CK P 21 r MU . 7-, AIRPORT RaA,P VA SEC. ROUTE 5 �X C� —c31tJ —LT 'TI f + _ _ `� +`X24 � Q 0 � D -` J � a co PROJECT: TITLE: €� r- Z ��°� °� PAINTER-LEWIS, P.L.0 0 �� PEGASUS BUSINESS CENTER � o 0 o z 302 South Braddock Street, Suite 200 PHASE THREE GRING PLAN a �" S Winchester, Virginia 22601 EROSION SEDIMENT CONTROL P� cn � � r �2 g Telephone (540)662— 5792 ADAMS--NELSt & ASSOCIATES `" D < �'�� "' �r Facsimile (540)662-5793 F'REGERIC K COUNTY, VI NIA t o4Au ao AGENCY COMMENTS .,cL �I �z < ��R d1e�` FOR CONSTRUCT*N NO.! DATE DESCRIPTION BY PROPOSED ROAD ENTRANCE CULVERT PROFILE SCALES: (H) 1" =50.0' - (w) 1 - 5. 0, 735 _ _ ._ . _ __ . _.. _ _ . _ _ _ _ _ _. __ _. _ _ -735 30 ___ _ ____ 730 725.'--___- ____ _ _ _ _ 725 PROF OSED xl 1 720 __� -- 720 L III D 0. CL 111 0.5 715 715 -I_ ri -N 0 < OR I CJ O ca 7 a Lai .O r• 1d.. n" A >C . p O.. it z _ 10+00 11 +00 12+00 ON -SITE CULVERT PROFILE CABLES: (H) 1" 5.0' Mil" = APPROX.-. CATION 0 _ . _ A$E .- EX. EC IONDUITS 725 _ _ .._ ___ _ ._. _ _.__ . __ __._...__...725 _. _ __ __ � .... """ s 720 _,; _�i _ .._ 720 0. EXISTING GRADE _�.... _ . _.. _ £k-"1- 0 -1:400�r APPROX.. ._Ott RCP ... EX, 1 " WL CL !TI 6 - _ . 1. _ _. 715 EX. E LEC. CONDUITS h n v 1t it . rt- ;F A. Q . p� C'4 prryya M- C4 O r- h• t~ I 0 fit r ; P d r inn !t ,Inn on L._________ 10+ 00 _ 11 '+ 00 12+ 00 1 PROPOSED WATER MAIN PROFILE y- SCALES: (H) 1" =500' -_______.--___ __.___.___•-_--- --._._._.. �� ( ) 1 - 5,0 745 745 740 740 735 I PROPOSED GRADE 730 i EXISTING GRADE 725 `' ~� -- _ 725 TM. it L\UPROP. 3611 MIN. covER . 720 __APPROX MATE L.00AT ON OF 720 nn �EXISTING ELECTRIC CONDUIT - -� a PROP. w SDh 1 T WA MAIN - APPRO IAA 1"E LC)C;A ION OF �¢ Q ``' TAP BY FCSA. f^ CI z ~ Ct t- _ m Co W 0 x In W �r 0 Z w a U O Q LL- > C7 Z Q tf) + �-----------__ -- _ M 10+00 11 +00 2+0013+00 _ PROPOSED FIRE HYDRANT PROFILE _ SCALES: ( 1" W 50.0' ( 1" = 5. 0. 745 _740 �_._. I 740____ 35 I 1 735 _- PROPOSED GRADE -- _ 730 - 7330 EXISTING GRADE I i _ 725 _" r,_ _ 725_._ APPROX._ 0 36" MiN, COVER L0CA TIO-N _720 CX ELEC PROP. pl-6"0 720 SDR 21 WATER MAIN -� W to I- >C 00 U i cC � Q --- Q _. U7) La, Ir- II LL CD C7 ---- - +- 10+00 11 +00 ... ..ram,.• .,,.....,...>.��., +oadmwq ceal,a.eu m Pi.»� etr4aewarnt ab Wk ball! a 661t^"art«zRa►sb ,,At�"xf ..:. I,.,„_......_.:..r-.„, ee txMWMeb1eM ]4 riot elates ;ralront roes �.E,kba,,P,ra, r4+Ztal+eelaldbiwaatWb ._�'•'.z}..."•_....i ��.,.�...__._.._.,..,..,.,��,.�_ __/_...,�r0i �rgiay�M'.'.� .._......,-,._.....__.._._._.. ,.•-,•-fit, "Hill! at 4,qr ff»Me a E9..r fw 0 _._.....«....__,_..7.__.._...y �_ bkYwt•MrM lbw.., ri r ""'.. j , ; " • 'f �. � I � t` -_. � w. first c T in 6 t• aloes ` % PrPPP•ar1 �• �:... -� � .1 �TtR" 3 I r'w r __ 4>f reeraw � i a Twit t i 4 f I sew u1"r 4eeb@«.r `1 i' r aNeat aE7AlLa " _ `- FOX et roses ✓ I Nrtwtra 1«"rw kf� "fuly be" Ill BOX and COVER METER BOX (See Note) METER 0OX COVER 19 in Dia. Non -Traffic M32C-PW Traffic A324H - T 24 in Dia. Nan-Troific MC-30 (Frame) wlTH RML-1 -T (Tap Lid) Traffic MAC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1 /2" thick p01yethelene 30" plastic deep (vertical crush strength shall excieed 3000 pounds) treated 4' anth --2"z 4P o palrtae0 lue motor coaxer set 2' above - varies in reauerea fi& gr9de prior to sodding 18" corporation r stop 1 3' stone bedding r8�-21' meter y F.C.S.A I surrounding box meter boo i f (� ( 36"min, and cneck valve 45• with drain valve 1 8"min. gnats yrl I 1 --.•--11 � bcX1 volre U typo K copper tu bing. continuous /._.--peelaralt>�itflll without is from water pm meson main to meter 2 ft. 6" stone bedding METfR NG R �- - trans4wn to meter hot meter mike -tic MA* aLe $ize yOt`c °bau �e °�°� k sx�� n i setting as; required _1sebeabeakNl 3 4 Y gutter •' • • / 5/8'x3/+ 502 tbtg4-22310 WCA94-323TD-C EC-23 Strleet stone " ----- rP " appreQate 1• 3/4' Y5a4 BA94-344w ttWCAg4-323M-0 EC- 3 2 �� o.M7. 1 • 1 • Y60,{ iM1f14-44 :;:�r- 'F 1i .tpfCiM94-4441D-G EC-4 n 7�'?: ..., INSTA LLATION NOT ES -�•- �....,., 5 f I _.felt ewr.= rr."b.wac.tlab d "rat */' 1 Exact location of meter box psserritoy w Atka tl, r+i« Mote Gie, 6wH. a to a e rnpsdia4 _ t o-rr- �fl1T PLAN - a a .' AMBO f�C �%� to be aggro. ad prior to ;rtatefnotion. x ,.4 _.,..._ r 64"lr Trot arse 6 ae« 2 water service cross" street 3t"an De ot" ee a"tio".ln aerbh cook a4 aiiPWWa, !aloes xype ' aa1 erdy soli ro aare a "w b ta" m.ra. - a4n r encased in 2" die. SCH40 PVC or rbrMk• - atba. id _ __._ .. _ _ - SDR21 piping. T ; Y<' • c tt ----•rimy-•-d Ys_.,:,e•_ - ._,tin.-,..t tHbafkt(N "_ QsN1Mai�AM Vif„ 9 he Ping sfi+oN run from -' ,fie''.--._a-.a•...._ 9trtaelF I 1 �r A 1 ; SECTION 6-a one foot beyond srdewotk, across the 3opper rctr K s it c s a street, to one foot beyond "ewo&. single motor -.-j 44 - " `ar i;. iwt p I 'r w""•�"'a�'' -. _.. _ _ _ .w ._ _ _ _ _ _ _ ._. _ _...- - _. _ _ ,.._.i'' I K+we cwe w"a .rwr. asw s•-.--•..8• ll-- -(p installation t'x3/4' w yo i b o°nv.a e41e4• DUAL METER INSTALLATON a'w +1 t«aa k rib.. a,t atlMl 4aw sr M" 64n r `yM rolACrele aPl•� solace t,sakpa - rPar at. rr 2 rt a _ rf ro .� r1.� a' fit:: J6(aa, },„,s• LMr 5/8 r /� 1 METER INSTALLATIONFRONT £1.EVAT1091 tor. 6 noaP awa'! aim w toab ra. e4a !arts ''� Ia.D.•z. _' ! iO"rMr .rranrAt rpLNbM'iPd'A/oMw"rf t•s, _ _ 8 * ,b«G•26E1,." . ,•;I.ea.e ter« o u¢ta.0 t";• '�'' Figure 5 li J'atwr.rr, .""boas k k warn , 1 It wa«.«Poses. .�lrrtoi wko !' � i _ _ AMENDMENT NO 2 - APRIL 1997 y aataof 4 «4 «a roes InR Par, w a t _} �- e' AMENDMENT NO 3 OCTOBER 1998oki �. V aw "M{Y•fbP«P wkva,t pl ales rkucWt atl0ir n "htlfa<o olio atmw,• nbwr v,f« 1"$'Y 4i "loth eerewa! a_ 'L.._. .-.`._.- 1 ..... ®. __ � awte5 afprwgra Pwerr araY M ,roe;mla1RC .x« aancrar ,oar tw a tatVlM Itanaalq a. asatoi«'P as Writ" rt rtr tlrapnpw. foe ,atNr 104 � awes" a eat,Mlka "1k1 i are, . ottgeant♦ Mery Aran Mown o• :.nae Ir ,rr.y � ]notxnq tAr1N ae ma.]ygaa .* ere r°Ka bb ty l«e �ucfwt vas aw O. D3 foe«. «Ji«aPr 4 eqM b- 1,....t.v...,.:-_,...;...-. ro..+an �.a a f« 5>e«amc Dtorwq p,.Ms tMre yre cmm amnesia lowly ,a a ""1^-7.•a•_-•-+ a•', w or i Slone owelloale ' - COrlafet8 I _ ra amwoeaont awb parRltap bit earwr oar trwr xd 2 enrwb aR atwttw4-.-_.,,.d�..___ _._,_.---_ - __-___, I s�cTroN a -a i COt�CHE'lF ARVII �iQ[��efl�3� ENSrA�`4E�I " a_"""_""`. -^"art ....n_.. _...._..... ,. •-.. _._- .. _-. 4 r.... I' {(�•�' s--- ItMYrMAr rr aroma ... w ►+its awr ae.• 1a a arml«r1rnb� .» _ ,d:.._M i oleo teeWrr aw took b oar e r M ren�" w twlltMraa rl• wa owl ern its-, nit Wit ®".rower air tortes , s*P ft +rn� ' H' aaittlrtlran alwre be ltr "tones" W4 aa"b, t44 en Me stone .fir ties krw"u«P n M wntwN w e Y +wart «ties Pna. w t« M 4rbP Pw, arParh Pit FMB rrHtM VICO bw-.9m tram o ousel tl! , eaten atw t0 te4 tab or tat 11"Wi.rt hen •"" wbpn w -1 I l r wry, w awr. w•, N •M"w tin arm Afi,diA T TO CURS almela Mf are MlW oitlhela osa tM eytnalMi &webka ono tM orwl aim/a"1w111 "How" WT T to ar1"I1 kdry men4" Dr ma eaalraGf"• tlww, faro condo-, a- -1 .r eNN w •�c'fMM•n- ! a,re a+awara +wa , r•--- .._._....-...__ irr m*. rtwr k ir+aaw a aaw w arw Stitt 1 0' 2 ,... STANDARD CURB DROP INLET 12 -30' PiPE MAXIMUM DEPTH (H) it 8' VIRGINIA DEPAR7MEN-r _qII TRANSPGPTATtON "lido" diatom .fore e" MWA'orowplalM" 4 Wet 'roof"mom ' wHa • wtwa ltMpaea SO. YIDS. PER LiN. FT. OF PAVED CHANNEL ...e as skii j s4 W 6•a t ,�. a 1y*"a, etlemall ,VI-•-- w-• �._-__.� I an � _ raoMGftrt O tseai Hetet_�Y• y TbtaCaa69s 1' Zit' qr 3' g' o y 3'sea.,af 6`bs. a 1:1 810E SLOPES . ` _...,j,_ ��• l ,,,%C`� �, Vnk 0.313e 0.0Ao 0.750 O.e70 ill L _l.._. �► t' I 203 1.314 1.4,jS �•b • ° • ♦ .. • d 4* 2 O. eISr 0402 f.07! I, 10A 1.296 1.4 p811,3, 7 1.628 1, 74a e....�. .__ . ___.. _ -r- '-Cum b6cWra t•a"M"eettm^b^"hNlnbN.I htoM iebtkat r47sN efn rtatbwaaarent a' T 2,3 t 1 2.432 2.533 Y.6s��--•�•.,....-_._:,..._ 2.7 S 2.666 2 97 OAS 3.240 1 1 q 2 625 $94a3a313.1623.273 L. r" Y.e4' 2.95t 3.a7a '!.S043,493 3.l s f 3.2BY 3403 513.60613.?173�626�I.938 3.51413,8 S 3.254a.3ts.3 47$ 3.se7 A. e 3 409 3.9'Y01400321. 14314 254 SECTION A -A litre SIDE SLOPES t .s 0.02 0- 7340.9450. gee 1.o$?'1. 17e 1.2901.40.r!1312 4' 1. 023.1.1 35 1.246 1 3371) 448 I S74U 6901! 601 1 9t 2 CWlcratitobeClass A3 Gwraa pint a"2.11 aporl`kapl'w► `� ....._ti A '�r¢Ctgn rt ___,._.._,-., 1,-.,_., �w• 4Z 1 r I I A j « - ws to be 1oca"d e. r' a1 elt0 1 4 Writ a �4 `x63" 7Dwels'o k)oth wax �crne a utl .ant, ELEVATION es daa.t"r .kw7 n ?w wrase;vn ,ter 31 1.42♦19361.640r.7S t6691.9t012.OBIr220Y JIS 1,TI4 I-eYS 1,9ae 2.047,2 491 2 80 T12. 714 �• • 2.51 S 2.tY312.330 2.620 2.t37 2-44 2 04 2,5"11 2 99 _ 61012 Lai 2 s9213.00313.r 14 3.07013 '01 3 29313 404I3.31 5 Y.919 3.OIY7 3.13e 3.249 3.J60 3 4 r1 i3.9OV1 681 604 39r 3 3.316 3.7E 7 l.r27 3.e2t 3.SSe 3.93s 3 049 .050 4.451 S-76o 4 161 . 562 .. 3. a 7 2 3.9e314 08 a.20S 4.316 44272 4,3e314 -i44 806 4 71 7 4 6- 733 4. T6414 69313 o0o'J, I 2' 1 SIDE SLOPES .60 0.7t 0.030 0 B4 r t.OSi l 164 IT 7 1 36611 i9 1_.1 _.0.2 4• 'l0 I 121 1 327 1 ♦301 ._ 94 14601 ''7Y-1.6831, 99412 105 3' r liehnr•. 0 1 '71l Y a9 Y 21a2J@, 2.59 2 70 3 O0 3 2 1 $24 2 610 39 SI S _ 1 352 Y 432 2 $2913-54013 3 4Y6 04 572 2$112 J6o2 491'2 602 _ z __-j . 1 a4 2 a5�12 '631T tL 2 9i-a13 099 S tt3 26VII 3?_,. I3 46313 _596 1-•S3 i13 64015 ?39t] 67 p�) ae �Og3 `. 3.Set! 701 3.012 2 3 9Y 2 4_. 3*4 r741431425 N4 36714 4 2;4 St Ot 614 1974 9a 4 42 .331I4 64 4 773I4 66414 9775E S_0_0 NOTES ♦ 50314 �6a _4 A 60 4 sl _....-,........ S.02M3 ae1S 2Sois so 113 421, I 6 0411015 is 1 S 30 S 41 3 S 32St5 iSeS T47 S 95615 9. 9t6 06 ��-- Dada, pal vat rWa,lm %a to n akorrr on Plaaw. ox ae trill W" N 1" ftaNded oe •I dwnn014 where w a btalel 10 .r poem "kan W oeo 0 a -4" to w 7a"tir "wa, V 'am ode afe112•P 12` plastic 14,0- f1Wt1, : mien P Qa/.OMaeO kttlal vita, a,ntrr«wn rues ales i a3 in0«, „wrrner 4 mean, n5#f?vwwb» .1telN onrelplta lurtny at ttb pomm M crio- SPE CIFiCATION REFERENCE STANDARD PAVED DITCHES VIRGINIA � PARTMENT TRANSFIORTATION 502 +AM Shtef of ; HALF PLAN ViEW a' a' ( 011 Thltkno s 2 w S/ `Mole See sr'a. SL �' b oDWtr.rtbArr ar sate+] ]Met •. mom The im of retaeai a 1a be aft ^, � wtttctkac Wes to ttalmtl !wawa adWer' .wrywar l ... _...._....__.. . Sep Mr--i Fr{ynt 8 „"�kr "to ar sorer aria }ions to d by B F-'°`•�"t�"t+- the we of motor a brrcS, al dxactoa i -« bit leis Eairwer - Y ,. i i.�_--- 5P o y' ,~ ..--..G�t✓ •' a._._. _...�.. all c"Clote to bw EIMt Aa 1 a s�: •1 .. .,� c sY"' - vbh 100 0] oeralleo m Sites �'f] r in MM-2 m"y W 9ubetnVled 1Pr 'ane,aa '?• rb eact .tiro npa.nvoa of 1"" Enq,ne0r I _.__ ,,awn +aevlltlC Lrl VWr,5 'M rHltrl ] b ' ' + A �' ...� , x •JrlbeO n xcnctare r"h i1rR Dead I p, °� _-"�• HALF SECTION A -A i I _ .. - _ .,�Y fir, I• O (WIT" "R&W &RD COVE. Removiai) BRICK CONCRETE 40 j a_ _ "'• " . ® I_.._.....�_________.__._..__..,_..- .-1 • Q.'ett 's. known we roc m .M 1 TABLE OF QUANTITIES • eanout non toes amwn, r+torooW BRICK ��MAANHOLEay oboe must ea ,Muuclra to ;1b T MANHOLE BRICK i amch TC cotaCNET' 'om �rur "uon,�llaa ------°-�.-•---•---•r•----•.. s nose rrticrnwas n! 9" vw�e/ra r1LE- THOusAeWS CU Yb3 Yos P _ ....� �.� vOrlCreta .. .. 0Sr _. 0 Tt3 +� y699 n 'o"twlnq ,onrrHe qunnnnat odit.,_... _._.,` 6 0 9.... 765 �.. .. „9ff1 lncrie�uha 10 b. o""ea for , i - / __".,.._ � ...• 0 _ 0 7®3 �221 � rack navrron"i ,aor of aaa« . 0 T? 3_009 Moor.% moy oa Ilk. .arema _. ,•�. v aParaPba Cootie" TrWewlr .,""cx 5 4 3 , SECTION B-B $ 2 f .a 3.V6 _ '�.�� .6.. „`, 3 Y o Bia a r - BRICK GONCRETE 2 9� 0 970 1 a Sot 'Neww". are u taM arm rn soli 4 „, Q 970 To - to, c 4 9�} _ m+cata4+ snow« oncrtrae OR 6 _1 3 4 a 4:7o CONCRE TE BLOCK r * 4 o fie a oat t116Y6M' p MANHi� E FOR 12-48 PIPE CULVERTS y1?f4,FICATION IR0M1fAPARTMEN' i f F r Rf NCE_'i VG... 06 Ot TRANSPORTATION J sanitary - sewer , sewer main 1 I WM R- - cast iron clssinout cap with brass pkAQ having a opunteraunk square holed Paneile Model PA4SV-CSK (41 Paola Model PA6SV-CSK (91 L_ square co eralse skid pod 20'x 20"x 12" deep I aggregate base ( depth 3' } cleartout pipe -' SDA 21 IWye ` T ! ' 45° bend \\--- 6" stone bedding NOTE Where length of service ,ateral to +rxreeds 75' a cleanout asseftly shall be furrmstici at fhe property line. -• 6•. i twtmaue SEWER Ct_EANOUT Figure 17 Vii boom jlek yr+r A boaae Ogoak ,(,'. - valve A btu/'t'y'1: �..r":,,U.. u,ara,reN Mrs -.'� I "v+ W Mill L PIr.Al SECTION TEL1NYE DR2LUQ In INu a wind lorlr"]B tha thong M*y be rt" OW with �a anotw two omcm Dn PWyotlVlai ties sea tx icat to poured ID COFPealHaly ou"Ittild '0' v 12` Mr. la 10- site! ORWO Pepe the fOry and sell w aatutbw " The bearing amermiatr "0' » , 6' inn to 121 sm1 20• pal 040l urxyoUtAd out ones" tomato at Anbwrl saw aril allow bit A,. 9, 0 exlarlelona. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 1 Pips 1 Ptupa, Wyse 6 DIa. I Tees B _C- 6' 1•-0• a-9' i i%r 1'•tT 17.0' 7.3• t t tit° and 22 112• Bends A -B C 0' 9' 0'-p• 0'-9' otog' I1.0' 0'-9' I 1*-3• 45• and B"s _ A B_ _C 1%3` 0'-9' 1'•9- 19" 0'-9• 7 lit i%fir 1•-0• r-e• v-3' 1-0' 14' 2,-ir 1.-0• Y-0:-1 14• 7.0' 114r 3'•(• 1'4' 1'-0' 1'•6• 2-6' 1'-0_ W-0- 18" r 3' 1'-0' 'T-V 1.4• 1'•0- 2'•0" r-9' V-0• 4' 6; 19' r 6' 1'-3' 3'•9' 1'-6• V-3•' t-0• V-3• 4'-9• 20' 2.9' 1' a• r.o• 1'•9' 1' a• 2-0' 3"•3" 1'•t1' 6'•0' gov. (i toes" ovir W*4 and embeaoad n come" rnat "loos 1T 6 LESS 8 2 W FiTTIW[)1 VOLUME THRUST C1CKt CU. _Y_0�. 8` 9' THRUST BLOCK$ FOR VERTICAL 10 UP BENDS SHALL, BE THE SAME lit AS FOR HORIZOWAL BENDS, 14, 0.6 tit' 0.0 in, 1 4 20' 2.2 CONCRETE THRUST BLOCKING Figure 2 cost in place access door, centered In top ;see rlote 1 ) varies 2 rite at propery line (see note 3) Nm 7-1 h F +3 Ford FC HH 77 WC- 1 Sf3 �aa 2" custom setter Z �..,. (meter by FCSA) z flat top for Q Pstandard 4" diameter manhole I �finraded grade F= CL V V) d z 0 CO) Iwo ac z 0 0 LL roadway box 2" type K copper C 3' riser section for 4 diameter by s� .4 tubing (no joints \ from main to manhole w cutouts i'W i. Curb stop)on ems. \zI 4a UJ yr/ 4>i v�i -Saddle with nil ' W corporation / W w stop water - sosupport blocks lid sl ��1//� �' main bdl stop under custom Setter 6• bedding Lai e� s valve curb stone with PIP ends, with 2' gate valve LAJ operating nut = 6" 00 M 'l'�J NOTES: ' � 1. Access door shall to by Halliday products "`± t or our approved equal: ••� 8" a) in non -traffic area - model no. S1R.1030 1 b) 1n traffic area - model no. HIR2424srr► 2. water service Crossing street shall be encased W UJ CUTOUT DETAIL In 6' did. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk. F- © Q LJ6 typical across the street, to one foot beyond Sidewalk U W -•7 O lZ il. 1 1 /2" and 2" METER INSTALLATION • Figure 5 AMENDMENT NO. 2 •- APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 2.3 1.1 3.7 4 ► 's 12 2A s.6 1.7 39 1A 2.3 6.1 3.2 6,3 4.6 74 tIIJ � CJ Q) �- 7 N C C`J In U- � W N N -, W V) C a �, o 0 o > Ln to B' dies_ scnedule 40 steel pipe Ii1led with 3' I U Q) C 0 rr- concrete and pauRed yellow !1 I Z r m CJ -C C - / I o-� � o LU 18' dies concrete ` I i►-�+ O I L� encaserrretll r C'J ROILLARQUIMAIL a� Q 0 direction of setting to be approved prior to Inman H `. a0 rear lttrod i 00=610 pod l'-r Sq. x 9' deep_7 OHN C. LEWIS r min. - fr Max. No 21621 ' v0 I 1 �O screw� type 1 ON A L atone to be minimum I, % of 8' above top of base wake boot locator pop I _ DATE SURVEY: 12JUNE00 N/A >CALE DRAWN 1 `�H()WN PI., elrettfneftdal POO ,Arms t" wean ( ' d' (MfLtat N /A JOH NO HEf i 11011111111111 HYDRANT ASSlfWLY g90801.' FMOtMe a Q GJ - r VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT VAN ACCESSIBLE SIGN GENERAL NOTES FOR ENTRANCE PLANS PAA�wa ..--12" 18" STNI.� VDOT GENERAL NOTES: ACWPW � RESERVED —END END OF STALL - STRIPE OR CURBING V1, ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ..^ PARKING PARKING 4" STRIPES CAD 45° (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, STND u-CHANNEL POST 1 (1 THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS VAN ACCESSIBLE �, WHITE SYMBOL PER ADA AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS ON BLUE BACKGROUND APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF O w THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST low wza ��°z`� ° ---- WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS STRINGENT SHALL GOVERN. SHOWN ON PLANS. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S, HC SIGN VAN ACCESSIBLE DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH - PROP GROUND SIGN ADMINISTRATION AND VOSH RULES & REGULATIONS. OR 5 00' V3, WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC o NOTE; CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ALL CONSTRUCTION SHALL CONFORM TO ADA ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK - ACCES`SIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC PAINT: NON-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH TRAFFIIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & HANDICAP SIGN DETAIL BRIDGE SPECIFICATIONS, SECTION 104.04-C. NOT TO SCALE V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE PARKING LOT STRIPING DETAIL SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, — NOT TO SCALE V5, PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE 6" PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY, r 2"R V6, IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE - OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY k 6" -- 2'-0" - --- OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE — �. �R 48 HOURS NOTICE FOR ANY INSPECTION. (''`("' COMBINATION „ 6 CURB ©p p,, & GUTTER RE REVERSED ERSED , + V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ` ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT NOT TO SCALE PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3,02, 6„ FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY w 2� THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. v� VDOT SUBSEQUENT SPECIAL PROVISIONS 1. All patches are to be replaced in accordance with the following regulations - 6" -_ - 2'-0" and as shown on Figure 1, 2. The permittee will be required to replace the surface and base of the roads included this in ^�+ f+ssG under permit accordance with the Roods and Bridge Specifications ll and this Special Provision. COMBINATION ,p 6>„ CURB & GUTTER 3. Backfill material shall include a minimum of four (4") inches bedding materials NOT TO SCALE (sand or #57 stone). The balance of the backfill shall be approved soil compacted to (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) the bottom of subbase layer (Type I, Size 21A or 21B). The entire backfill shall be free from wood, decaying material, asphalt, concrete, ice, frost, large clods, stones and debris. 4. Backfill material shall be compacted to a minimum of 95% of the theoretical maximum density at optimum moisture content, as determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6") EXP JT. MAT'L inch layers to insure that adequate support is provided for the subbase layer (Type 1, Size 21A or 21B). 4' OR AS SHOWN *'* AN ' 5. It shall be the option of the Resident Engineer to request and review the A r ZZZ backfill compaction test results and/or authorize an inspector to monitor the compaction. EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 11 PRnPn'7,17n nRAnF COMPACTED BACk erraTex SD OR EQUAL ABRIC WRAP V0 57 STONE 110 PERFORATED ORRUGATED PLASTIC PIPE V0. 57 STONE I� 8" TYPICAL DRAINAGE TRENCH DETAIL NOT TO SCALE SEE PLANS FOR TRENCH LOCATION. 2" SM--2A 8" 21-A COMPACTED SUBGRADE ON SITE PAVEMENT DETAILS NOT TO SCALE f w AS SHOWN ON PLANS) N!p 00 �� W Zo PER PLANS 4'- 0" SIDEWALK 0" 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 118" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (3 TOTAL PIPES-PNTD, TO WATCH GATES. 6"' CONC. SLAB WI/ 6"X6"X10/10 WIELDED WIRE MIESH 6"0 STEEL PIPE FILLED W/ CONC. (PNTD.) 6'-0" HT. WITH 18" CONC. FTG. CONC. APRON — 2 STEEL CHANNEL FRAME GATES -- PROVIDE CANE BOLTS AND CASTERS BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS 6. Cuts in roads with Surface Course (SM) be and Asphalt Concrete Base (BM) (3000 4 CRUSHED STONE PSI) 4" CONC 4" CRUSHED STONE �___�____�1 ` 4 VDOT 21-A STONE (3000 PSI) 6" CONC J shall replaced with ten (10") inches of Type 1, Size 21A or 21B aggregate 6 X 6-2.9 WWF(1.5" MIN CLEAR) - compacted to 100 p percent of the. theoretical maximum density at optimum (3000 PSI ) 4" CONC - ( 5"' MIN CLEAR) --- 6 X 6-2.9 WWF 1., moisture content covering the entire trench width in addition to bench of 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) - six (6") inches from all sides, this layer shall serve as subbase, An Asphalt Concrete base TYPICAL SIDEWALK DETAIL course (BM) of six (6") inch minimum thickness or match TYPICAL SIDEWALK DETAIL TYPICAL CONCRETE SLAB DETAIL the existing base thickness, shall be placed over the subbase. A surface NOT TO SCALE asphalt concrete course of a minimum of 1 5" (SM) shall be fared on to NOT TO SCALE NOT TO SCALE P - p of the base (BM) covering the trench width. The asphalt concrete surface course shall be slightly higher (1 /8"-1 /4") than the existing surface to provide a smooth grade into the existing pavement surface, 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers as roads with asphalt base (BM) except the subbase layer (Type 1, Size 21A) is reduced to six (6") inches and the (BM) layer to four (4") inches but still keeping a six inch bench. The surface course shall be a surface treatment matching the existing surface. STOP SIGN --- 8. The cut to be backfilled shall be made as dry as practicable at dewater ng finethodsbackfilling by pumping, bailing, draining, or other approved p(,�� dais S � 9. All cuts sides shall be trimmed to neat straight lines and a Lock 34.00,- coat shall be applied at a rate of 0.05 - 015 gallon per square yard of RC-250 pr CAE--2 before placing the plant mix. ��P 10. Replacement of pavement shall be from edge of g pavement to edge of pavement except when individual cuts are made and not covering the entire width of the pavement. MATCH EX PVMT. - 48' -TYP PROPOSED ENTRANCE 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possible with a unit having a manufacturer's rating of ten BUFFLICK ROAD (10) tons, and rolled until the aggregate is keyed into the bitumen Where rolling is not passible, a mechanical tamp will be used In all cuts stone is to be placed in the trench doily up to a maximum length of 500 feet, at which time the pavement shall be covered with a temporary or permanent asphalt patch. if conditions, the contractor shall provide and maintain a base course that is acceptable to the VDOT until such time as the appropriate pavement patch can be applied and completion of the installation of the gas, COMMERCIAL ENTRANCE PLAN sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT P permit within (10) days. NOT TO SCALE INSTALL CG-12 RAMP AT THE DISCRETION 12. Contractor will be responsible for any depression grater than 1 /4" that OF THE VDOT INSPECTOR occurs within three years of completion of patching, Correction shall consist of milling and replacing 1.5" of surface course mix (SM) GATE HINGE DETAIL NOT TO SCALE 0 Z w a 3'-6 CONTROL JT. 4-6" DUMPSTERS BY OTHERS 0 J 0 *S 0 6" CONC. SLAB 4'-6" 3'- 6" CONTROL JT.-\ DUMPSTER PAD & ENCLOSURE NOT TO SCALE BRICK CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC, BOND BEAM W/(' GROUT -FILL CELLS 0 RI STEEL JOINT REINFORCIN EVERY COURSE JOiNT (( CONC. BLOCk (4"X8"X1 4" SPLIT FACE CMU-EA PER OWNERSPEC. 6" 0 STEEL PIPE FILLED CONCRETE (PAINTED) #4 11-6- AT 32" O.C. 18" 0 CONC. FOOTING VA (3) #3 HOOPS SECTION--DUMPSTER GREASE FITTING NOT TO SCALE STEEL 'SLEEVE' WITH WELDED TOP CAP GATE HINGE - ;PAINTED) REFER TO GATE HINGE DETAIL— C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD 2"X4" TREATED WOOD BLOCKING AT CORNERS 6" 0 STEEL PIPE W/ BOLTED TO CHANNEL W/ 3/8" 0 5/8" THREADED ROD- WELDED CAP) FILLED WITH CADMIUM PLATED BOLTS AT V-0" O.C. TO STEEL GUSSET PLATES CONCRETE (PAINTED) 18 GA. STEEL DECK - TURNBUCKLES FEEL_ 'SLEEVE' SLIPPED JER 6" 0 STEEL. PIPE � LLED W/ CONCRETE HINTED) I . 1 d NOT TO SCALE 1'-0" I 0 d ti U cn W 0 b Z CS H Z p O cra w Q !- LL SH f, f, a ' HN C. EEWIS a No. 21621 •o ,�i G �SS�ONAL DATE: SURVEY: 12JUNEOO NA SCALE: DRAWN SHOWN PLC C.I ' JOB NO.: NA 9908012 DWG: SHEET, PEG3SHT6 6/7 TER __93a LINEAR FT i AR A=_ ! , 24 SF N,T.S PLANT LIST NOTE PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO EXCAVATED OF ALL E, TO REOUiRED DEPTH W/ REQUIRED SOIL MI MULCH TO BE )" DEPT COMPLETELv REMOVE l i STRINGS, RIBS, ANI \ TAGS FROM PLANT I REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL SCARIFY ROOTS 0., \ BOUND PLANTS 1 COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT --- SHRUB PLANTING AEI- TION I � NOTE CONTRACTOR TO P.EGRADE SOD OR PARK I—_NGABf13_ E+i 5a6 I HYDROSEED AND STRAW MULCH ALL - — '� � AREAS DISTURBED AS A RESULT � - CiF THEIR WORK '?; UPRIGHT SLAKES TO BE USED ON TREE5 UP TO t?' HGT LARGER TREES Tn BE C_UrED TREE WRAP MAIN TRUNK -------- RUBBER HOSE -- ------------ . .� HARDWOOD GUr STAKE PER TREE 12 GAUGE. GALVANIZED WIRE -DOUBLE STRAND TWISTED— DO NOT (OVER ROOT CROWN ;' MULCH '.AUCER AROUN[i TREE METER TABULATI EXISTING GRADE --�� _ BLACK CORRUGATED PLASTIC PIPE SOIL mix ---------- COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN HGT UPRIGHT STAKES EXTENDED TO --- FIRM BEARING REMOVE TOP 1/3 OF ALL BURLAP & ROPE FROM ROOT BALL SYM QUAN BOTANICAL NAME---' COMMON NAME StZE---_-__ REMARKS --- AS 18 Acer saccharum Legacy' Legacy Sugar Maple 2--2 1 %2" �,al IC 129 Ilex crenato Japanese Holly 3'- 4' B&B 4' r; JS 13 Juniperus scopulorum 'Welchii' Welchii Rocky Mnt Juniper 4'__5' B&B 4' cc OP 16 Ouercus palustris Pin Oak 2 %2 " ca LANDSCAPE NOTES 1. Parking Lot Landscaping Perimeter Landscaping Required (1) shade tree per 40of perimeter parking perimeter = 934' shade trees required = 934'/40 = 23.35 provided, 18 shade trees shade trees existing = 16 Total Perimeter shade trees = 34 shrubs required = a 3' high evergreen hedge to preverit headlight glove orito pi-ahljc k'Cl'w Interior Landscaping Required; (l) shade tree per 10 par -king spaces total parking spaces = 222 shade trees required = 222/10 = 222 shade trees provided 16 shade trees shade trees existing = 11 Total Perimeter shade trees = 27 5% of interior to be landscaped interior- area = 67,546 sf required interior area = 13773 sf interior landscape area provided = e,,624 =.f Dumpster Screen Provided 2. Confirm the locations of any utilities above or below ground pricer tc_ (lommencing Wert, Contact the Landscape Architect in the event that utilities or o n y c)thEr s,tri,i(tor'e r_,nfl.c s with the layout shown on the plan 3Verify the quantities shown on the plant list with tiotols indi<_oted on the ploy, ' oritor the Landscape Architect in the event that discr-eponcies efist upp!y unit prices tc the Owner at time of bidding. 4 All materials are sub Jett to approval by the Owner or Owner s representoti,,e Pr o.!,je the Owner with a tag from each plant species and a list of tl.,F, plant supplii r-s YJherE� any requirements are omitted from the Plant List use plants which meet the nor mal requirements For the variety according -to the American Association of Nurser ymen S Plants shall be -..-,ound, healthy, vigorous well branched free of disease inse(---t eggs and lar vop, and shall have adequate root systems 6 Sizes specified in the Plant List ore minimum sizes against which the plants will be Judged . Failure to meet minimum size on any plant will result in re jpctic)r, of that ptorit 7 Groups of shrubs shall be placed in a continuous mulched bed with smooth coritinuou- edges as shown on the plop All mr_,tched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimL,lm of 4 inches of mulck i.Jruformly ,vpr beds. Trees located within four Feet of any shrub bed shall share the some, bed Grave finished planting beds so as not to impede surface drainoge 8 Locate trees a minimum of 3 Feet From walls or walls 4 pos=.ible 9. Stake and guy all trees according with standard practice and/or the sopplier recommendations At a minimum; all deciduous trees shall be doi_�ble-g! yed Wi+h 72.' hardwood stakes driven firmly into the ground Secure tree to stakes WItt-, #9 golvonized wire guys with rubber hose connectioris ;token shai.l be 2' 2' 72" 10 Use shredded hardwood bark mulch iri oil planting beds 11 Remove all tags , twine and containers from installed plants Rol, bi,ck burlap Dr-,e thir-d on all. B&B plants. 12 Plar!t substitutions are permitted with consent from the Architect :,;rid +he i_ity 1 i Prepare the soil ir, all bedding =areas by mi>_ing in+.o tt-e top s!- iches of Soil ar,p r_ubi� )surd of manure peat and 10-6-4 granular fertilizer- per- 100 squiocp fPpt r,f orea PernooF• ;r.y turf weeds or other- vegetation c-i_,mpletely, prior tG inStalliatiC'.I' 14 Plant all materials in their approprie.ie season The sl^:ali guaro✓i?P ;II plant materials and wOr"l,mar-ship frJr o period Of Or,e year fr c,r time F Instuliotior, TREE SECTION SOIL MIX MIN 8' PLANTING 5 7. 30, 0' 30' 90, SCALE 1" = 30' i . T Ft 1 TI!, �7 \. % I I I t ------ ----- ---- ---- ---- - - - - --- - --- ---- - I I I III A. s. LiJ ,1 O "tp 0 ��l Oo' Z i F— Iwo �i Lr , Z 0 V 0I I LL Cr V/ Z Z V U CY- U W VI S W�a Z�Adz � V)00 M Q J D�ZV � � 0 a a (wl' LAJ O a • J l.J O a1 N (7) CJ� Q� C'� [n In I In O CO �C�° - W p, O O > 1 d f) � v _CCs. O W �� V aTn � V I [n N LL N O aM H O 0 H C LEWI', r No ?15? 4 \SfONAL DATE. CURVE Y 12 ._I (.1 N E +: 0 rt ,i ALE DRAWN t " 30 PLc C I JOB No NA 9908 l -' l)Wi: ';FtFF I 7/7 ABBREVIATIONS A;SY ASSEMBLY BF BASEMENT FLOOR BLK BLOCK BC BOTTOM OF CURB BML. BUILDING MOUNTED LIGHT BSBD. BASEBOARD C&G CURB & GUTTER CIP CAST IN PLACE CONCRETE CMF CONCRETE MONUMENT FOUND CPR CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL, PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT FF FIRST FLOOR FFE FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L S FIRE LANE SIGN Go GAUGE GM GAS METER GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6' HEADER CURB HP HIGH POINT HTR HEATER IPF IRON PIPE FOUND IPS IRON PIPE SET INV INVERT LP LOW POINT LT LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE OHE OVERHEAD ELECTRIC ❑HT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINFORCED CONCREIE PIPE RD ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN SANITARY STD, STANDARD T B.D TO BE DEMOLISHED T.B.R TO BE REMOVED T.B.P. TO BE PRESERVED TB THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE W V WATER VALVE 5'R RADIUS IN FEET x00.00 PROPOSED SPOT ELEVATION x0000 EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN PITCH TO BE 112' PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). ADAMSMNELSON & ASSOCIATES PEGASUS BUSINESS CENTER PHAS THREE FREDERICK COUNTY, VIRGINIA ADAMS--NELSON PIN #64-A--40H _`_NE-RAN_GIS ZONED: P- 2 - ` — PIN #64—A-4)-6 __, USE; OFFICE ZONED B--2 `—--LISE: OFFICE - I BEN(: NM R -BOLT ON TOFF FLAN E-E.LEV.-�34.30 I 1 THE PEOPLE TO - THE I PEOPLE HEALTH FOUNDATION i PIN #64--A-4(JC I ZONED. M-1 I I_,ISE; DISTRIBUTION ! I I I I r- d _ ti V)Y Oj �v4 N I(aN7' .? Q ` �w 1 I .. E V N _.. 7 (TIrJ < IN ,. > � z _ O Y_ Z i a W �;,j 760 _ I N ! 1 .. < t ( plNl L 100 r � � III�I�II)IIIIIIII!!i ATRPF]R:_T_ ROAD TCJ4J TE 64 P� LL_ WINC HESTER REGIONAL AIRPORT PIN #64-A- 40B ZONED PA, M-I �_!SE AIRPOR-I" ✓AC:AN I- � it � �„. � ! '^`"""'""--..""'—•--..w. AIPP0RT BU SINES`_ PA PC B IJ I l_. D I N G A, C-_ L_ C ' PIN ##b4--A--40 I ZONED M- 1/FLEX--TE(_ H � � � AIP'F'E1P' F Bl_ISINES` !- USE PE. _I AIL,/WAPEHO(_ISE / PIN #E>4- A 40 ZEINFD M- I/F-L_E:X--T(:l I+ loci U I(11O 1C+ FOR CONSTRUCTION FREDERICK COUNTY, VIRGINIA 50 1-81 CAGOLF CLUB \ cL eGFF \ C QK D 76 z 45 WINCHESTER o MUNICIPAL Q AIRPORT SITE ADMIRAL \ BYRD i `\c DRIVE 71-7 VICINITY MAP 1" = 2000' LIST OF DRAWINGS: SHT 1/7: COVER SHEET SHT. 2/7: GENERAL NOTES CONSTRUCTION NOTES EROSION & SEDIMENT CONTROL DETAILS SHT 3/7 LAYOUT PLAN SHT. 4/7 GRADING PLAN EROSION & SEDIMENT CONTROL PLAN SHT 5/7. UTILITY PROFILES AND DETAILS SHT. 6/7: CONSTRUCTION DETAILS SHT 7/7: LANDSCAPE PLAN fINIAL SITE PLAN, hT7 Y m 11 0 0 tom}, DE; I ,W, 'j LLVELQPMENT SITE PLAN46 IRAT 8 8 00 - ��' 340— OO 1P-J4 s U � is ZONINGADMINISTRATOR D E �; APPROVED zt, FREDERICK COUNTY, VIRGINIA No.021621 Pr SITE PLAN EXPIRES FIVE(5) 'TEARS FROM DATE OF APPROVAL S Cs BroNAL'�'' PAINTER=LEWIS, P.L.C. 3C2 South Braddock Street, Suite 200 Winchester, Virginia -)�601 Telephone (540)662--.-579`,' Facsimile (540)662--5 79 7 JOB NO,990801 SI-4EEl 04AUGOC 1 /7 _ „sA,..�K,, ......... ..N.r ��..�r�..__�._._Y� ,a�,��,�,>:�,.7 �.. _�:.a,,,,�.,�._._ _.��.��;,�,„,M... __.... ��,»__.. _ _...��.<�,�� ._. .,.v»��,.��....._ __..�..��w�a�,�,�,�h,.,.._-. ___.,_ Y,. _w_..__.. _ _.._��..•,..�.....�...�._... .___..--_.._w.: ..,,.-.,✓�x:413nd,kr..x.„«.... � p1Ybev� - GENERAL NOTES 1. The property delineated on this plan is located at the intersection of Route 645, Airport Road and Route 776, Bufflick Road in the Shawnee Magisterial District in the County of Frederick, Virginia. The owner proposes to construct a 22,400 square foot, two story building for general business space on Lot 40A. 2. Owner/Developer: Contact: Mr. Kevin Adorns ADAMS-NELSON &. ASSOCIATES 401 Pegasus Court Winchester, Virginia 22602 Telephone: (540) 667-2424 3. Engineer/Landscape Architect: PAINTER-LEWIS, P.L.C. Contact: John Lewis 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662---5792 4. Parcel 40A contains 4.1801 acres. The parcel Property Identification Number is 64-A-40A, The property is recorded among the land records of Frederick County in the name of C. Douglas Adams and Kevin D. Adams. 5. Survey information shown on these plans is based on U. S. C. & G Datum and was provided by Marsh & Legge, Land Surveyors, P.L.G. A reference benchmark has been established at the bolt on the top flange of an existing fire hydrant located near the west boundary of the property The elevation is 734.40. 6. Si r Site Data - Parcel 40A Are a: ea; 4.1801 acres Zoning: B-2, Business General District w/Airport. District & Flex -Tech Overlay Use: OFFICE Arterial Street eet Setback: Required ed - 50 Provided 0 Collector Street Setback: Required - 35' Provided - 61 "+ & 85'+ Rear Yard Setback: Required - 0' i - S de Yard a d Setback: Required 0' Business Sign Setback: Required - 10' Provided - 10' Maximum Sign Height: Allowed -- 35' Maximum Building Height: Allowed - 35' Proposed - .32' Maximum FAR: Allowed - 1.0 Proposed Total Floor Area = 44,800 SF = 0.246 Minimum Landscape Area: Required - 15% Proposed Building/Pavement Area = 123,500 +/- SF or 32.2% landscape area 7. Landscaping Requirements: See Landscape Notes. 8. Parking Space Requirements Lot 40A: Property Line Setback: Required - 5' Provided - 5'+ Office - 44,800 SF Required - 1 per 250 square feet = 179.2 spaces Existing Spaces = 101 regular spaces including 5 Accessible Spaces per ADA Provided Spaces = 121 regular spaces including 4 Accessible Spaces per ADA Total Parking Provided = 222 regular spaces including 9 Accessible Spaces per ADA 9. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50- HC romps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29, HC romps off site shall be constructed per VDOT standards. 10. Buffering Requirements: The adjacent zoning which is B2 requires no buffer. The adjacent zoning which is M 1 requires an A type buffer which is accommodated by the existing road ROW distances. 11. The proposed building lies within the Airport District which applies limits to the height of structures. The parcel lies within the Transition Zone and the maximum height of the building controlled by the Transition Zone. The criteria applicable to the building height are as follows; The Transition zone begins at a point measured 500 feet along the horizontal plane from the centerline of the runway as established by DELTA Airport Consultants, Inc, and at an elevation of 720 feet MSL as stated in Section 165-98 of the Frederick County Zoning Ordinance. From that point, the height limit increases one foot vertically for every seven feet of horizontal distance. The corner of the proposed building nearest the runway centerline is 1000+/- feet measured perpendicularly to the centerline. The maximum height of the structure at that corner must be less than [(1000 - 500) / 7] + 720 or 791.00 feet MSL. The proposed building will have a maximum height of 32 feet from finished floor elevation. Therefore the finished floor elevation must be at or below 759,00 assuming the horizontal distance to the centerline remains at 1000'. See Study #00-AEA-0246--OE from the FAA 12. The site contains no significant environmental features. FIRM Community Panel No, 510063 1225B shows the site to be in Zone C, outside the limits of flood plain. 13. The site contains no outdoor storage areas other than a trash storage area. Trash will be contracted for removal by the individual tenants. 14. The site contains no outdoor, pole -mounted lighting. All building mounted lighting fixtures will be designed to deflect glare away from adjoining properties and streets. FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of Health and the Frederick County Sanitation Authority (the "Authority"), 2. Water service will be provided by an extension of the Frederick County Sanitation Authority water main located adjacent to Bufflick Road. A flow test was conducted by the Frederick County Sanitation Authority on January 3, 1996 on the fire hydrant located on the northern boundary of the Adams parcel. The results were as follows: static pressure: 70 p.s.i. open flow: 1061 g.p.m, residual pressure: 40 p.s.i. 3. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 4. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 5, The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An application for services must be made and fees paid. 6. The Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The CONTRACTOR must make application for and pay the cost of this work. 7. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; 4) all components of the meter box assembly to be in proper working order. It is the developer's responsibility to have the meter box assembly installed correctly. 8. The contractor shall tie-in a new line to on existing manhole by core drilling the manhole. 9. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building, The assembly is to meet ASSE Standard No. 1015 or 1013, If the assembly is mounted inside a building, a remote readout is required. CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utillities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2--horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, ty, beginning from the existin g ground surface, unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. E. Fill material sholl be token from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. Pavement and storm sewer materials called for on the plans refer to standard VDOT designations. 7. BENCHMARK: top bolt on fire hydrant -- elevation - 731.91 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. Where plans call for matching existing pavement in the public right of way, the CONTRACTOR shall provide cut joint or asphalt overlay as directed by VDOT. 10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. All construction and materials proposed for the public right of way shall conform to VDOT standards and specifications. 12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal, 13. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off -site construction activities. 14, The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. 15. All site and building lighting shall be installed to avoid spill -over onto adjoining properties. ORIGINAL GROUND ELEV 67 CU. YD. /1.5 ACRES (100 CU, YD.) DIRECTION OF FLOW DIRECTION OF FLOW, 6;2 DIRFGMN OF FLOW. 1' 4--• 2' 67 CU. Y0. /1 5 ACRES % LFiLTER CLOTH `_a IGINAL EVAT ONGROUNC (100 CU YD EXCAVATED) G/COARSE AGGREGATE** _-CLASS 1 RIP -RAP "COARSE AGGREGATE SHALL. BE VDOT #3, #357, C TEMPORARY SEDIMENT TRAP DETAIL EROSION AND SILTATION CONTROL NARRATIVE Project Description The developer proposes to construct a 22,400 square foot office building and a 600 sgluare foot storage building on two lots c ntaining approximately 4.6 acres. The total area of disturbance on the site is approximately 2.0 acres. Storm water runoff will be directed to an existing storm water conveyance system, A detention facility is located off -site near Bufffolo Lick Run. Existing Site Conditions The site is currently used commercial office space, Slopes range from 1.0 `7; to approxiimately 5.0%. Adjacent Areas The site is bordered on the east and north by the Bufflick Rood right-of-way. The parccel to the west is zoned 82 and is used for commercial purposes. The land to the south ccontains the Route 645 right-of-way. Off -site Areas No off site disturbance or construction activities are anticipated. Critical Areas No critical areas hove been identified on the site. Erosion and Sediment Control Measures 1 3.02 A 12'w by 70'1 temporary stone construction entrance with wash rock will be consttructed at the proposed access to the cdnstruction area, The entrance sholl be maintained in a condition which will prevent tracking or flown of mud onto the public rights -of -way. ',This may require periodic top dressing with additional stone or the washing and reworking of existting stone as conditions demand and repair and/or cleonout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked oh1 to roadways will not be permitted under any circumstances, 3.05 Silt fence will be installed in selected locations downstream from the construction wrens as a first measure of construction Silt fence will be installed around the downstream side of the topsoil stockpile. Silt fences s5holl be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shoal be mode immediately. Damogedl, decomposed or otherwise ineffective slit fence shall be replaced. Sediment deposits should be removed after each storm event. 1They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in p1coce after the silt fence is no longer needed shall n ill r with h existing r and stabilized. i r t conform t the s# ode s be dressed o 9 9 r f it borrow r around h wn r m 3.09 Temporary diversion dikes will be installed along the southern limits o the proposed so bo o area a ou d the do st e� perimeter of the work area. The dikes will be constructed with the on --site materials on<d will be seeded with the temporary seed ng mix immediately after installation. The dikes shall be inspected after each rain storm and relpoirs made to the dike, flow channel, or ;outlet as necessary. r will i structure for h1 temporary ik Th t o n to with 'i installed the outlet control st uctu e o t ed es a be cos cted r sediment r will e i sto ed as e u 3.13 One temporary sed e # tap bA i, on site materials and will be seeded with the temporary seeding mix immediately after iinstallation. The trap shall be inspected otter each rain storm and repairs as necessary. 3,31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denluded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the scheddule included herein, 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein, The anticipated time for construction is July through December 1999, 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN, PURITY(%) MiN. GERM.(%) Sept 1 - Feb 15: Annual Ryegross 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 -- Aug 31: German Millet 50 Ib/oc 98 85 or Feb 16 - Apr 30. Annual ryegross 75 Ib/oc 98 85 Mulch 1.5 ton/oc small groin straw Fertilizer. 1000 tb/oc 10-10-10 Permanent Stabilization The contractor shall stabilize off denuded land within 7 days after the end of constructicon. Permanent stabilization shall be appl,ld to areas that ore to be left dormant for more than one year. During construction of the project, sail stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all sqil stockpiles on site as well as soil 'intentionally transported from the project site. The contractor shall establish vegetation on all ,reos not otherwise stabilized according the following specification. Seedbed Preparation: o. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per ocre pulverized agricultural limestone(140lb/1000sf). SEED TYPE RATE MIN PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib.oc 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Gross-(seoson dependent) Sept 1 - Feb 15 Annual Ryegross 12 ib/oc 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: German Millet 12 lb/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/oc 98 85 1 Mulch 1.5 tan/ac small groin straw Fertilizer: 1000 Ib/oc 10-10-10 1. Erosion control practices shoal conform to the requirements of the Virginia Erosion and Sediment control Handbook. 2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans. 5. The limits of clearing and groding are limited to the property boundaries. 6. The Contractor sholl obtain a land Disturbance Permit from the Frederick County Public Works Department prior to inititating any site work. LENGTH (IN FT.)= r v nMAu,Arrr' AnrA OUTLET (PERSPECTIVE VIEW) EXTRA STRENGTH FILTER FABRIC NEEDED WiTHOUT WIRE MESH SUPPORT STEEL OR WOOD POST N 10 FT MAX SPACING WfrH WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE PON 11� NG A1AC PONDS ►)�. �SfT()EpEL QR FILTER FABRIC 38" H+GrrHVV MAx TO uPHSTREEAIUARELY SIDE Of POST. RUNOFF RUNOFF T - 12` MIN. fI _. -- 4 xb" TRENCH WITH COMPACTED BACKFtU_ STANDARD DETAIL TRENCH WiTH NATIVE BACKFILL NOTE 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2, REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. M , I� s l 12" MIN'' -- GRAVEL ALTERNATE DETAIL TRENCH WITH GRAVEL SILT FENCE DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 R OR GREATER EXIffING PA C RSA` FILTER FABRIC SECTION A - A NOTE: SPILLWAY USE DRAGS, STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) WIL TO HANNEUZE RUNOFF TO BASIN AS EOUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. C % d anow >Rt o,lr "" d `'::A Z wASHRACK 2"-3" COURSE A A AGGREGATE � MIN. 8" THICK cV Qd. r t ,< if Z DIVERSION RIDGE U) x 70' MiN, W F PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING TOR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- S TEMPORARY OF -WAY. THIS MAY REQUIRE TOP DRESSING. REPAIR AND/OR CLEANOLIT OF ANY MEASURES R A VE L USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED P PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. (^ (r�1 ONSTRUCTION 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP THAT ENTRANCE/EXIT OR SEDIMENT BASIN. 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. COMPACTED SOIL FLOW ICI I El I 1 1 11=1 11 -I 11=1 I I=I 11=1 11.= I I I I 11= 1E. IIIIIIII lllllllllill III 4.5' MIN. TEMPORARY DIVERSION DIKE EROSION & SEDIMENT CONTROL KEY 3,02 TEMPORARY STONE CONSTRUCTION (;E ENTRANCE 3,05 SILT FENCE X X - ---X X 307 INLET PROTECTION IP 0 3.09 TEMPORARY DIVERSION DIKE 3.13 TEMPORARY �. SEDIMENT TRAP 3,18 OUTLET PROTECTION 3.31 TEMPORARY SEEDING 3,32 PERMANENT SEEDING pS 335 MULCHING J I } C) CO , V) Z F- o Z LiJ PZ CL O LLJ > Q C) Z Li 0 Q J i`a Z D Cn Z� 0 V �. Z � V W V; �� Z W LZ� K- a Q V V V c. p _J 1" J LL r F- W (a) M O (V 3 V) N tO ~ N U1 r,, p1 i` V) (n p CV CO (V �O W u CP 0 O 0 v LnLn m v +' -C o -C _ WU N h U Z N a H HN C. LEWIS No 21621 L Oo4'01s G��w .10NAL _ DATE SURVEY: 12JUNEOO NA SCALE DRAWN: NA PLC CJi : JOB NO.: NA 9908012 DWG: SHEET: PEG3SHT2 2/7 �\ z �� c--' ,,- ,: ;:., -;= EX 9r, 57116 i _1 ` fX PEE EX` #Y£ Ti 5w PARKING SETBACK £. i CD —�- 35' BUILDING SETBACK LINE O INSTAL ASPHALT PVMT DR_ AA RIWlN:1 TO \ \ w Cf) \ { �.. 0" CD fX hCR I PAA W AffA 15 Z rAC,15 PEE F 7,W68 Y , tn LLJ i r I �-- _j r r >'LfrTB.Pj EXTEND 8' SDR 35 PVC I { SEWER STUB 160' @ 1.00% i INSTALL TEMP PLUG & MARKER TO SAN: NHOLE — INV = 722.67+/— 1 TOP = 7,3 fX. SttfO E.Y �, ! � � 8 OUT = 720. 70 { f7.BR.)_j — 6 " tN = 720. 30 i EX. SAN. MH i TO, x # 8 " 0U' = 720. 8 12" CIAor 8 " IN = 721.07 � W �--j I a I i i Q I I it iCONNECT TO STUB WITH 8X6 i FERNCO ECCENTRIC COUPUNG I EX 8=8" :l�P-35 '.00Z 9WSfw STUB ,Y'/Tf�N° Pt x I 1 'C SM! A(A40a 8" 007 = 722..05 i8" tN = 72?25 ' 6 ` tN = 72 "2 i £X. 20" wt ES�/T ,;� EX ttCR vz Z"Y**7 I / FFF 77"41 £X 4 CvNC 1Y,4L,Y _ e� EX ;w I XFMP 1 EX SILO EXISTING BUILDING TW❑ STORY 2�;400 SF, F.F,=?GqI` HEIGHT=c4' EX CG%1Affl''— CONOUT5 t I2 I 0 � U (.^. W W vW I -' in Z z ` J~ Q Q � V) Cr Z QL MATCH EX C EX CG-2 — PR. 20• SAN. SEW. ESMT. .R I TRAFFIC IMPACT ESTIMATE 1 DATA SOURCE: ITE MANUAL, � SIXTH EDITION LAND USE; GENERAL OFFICE BUILDING #710 PROPOSED GFA = 22,400 SF [12] WEEKDAY: 247 TRIPS AM PEAK HOUR: 35 TRIPS PM PEAK HOUR: 33 TRIPS t TRAFFIC IMPACT 0 SUFFLICK ROAD: #' (ASSUME 30% OF TRAFFIC USES BUFFLICK RD. ENT.) I # WEEKDAY: 74 TRIPS AM PEAK HOUR: 11 TRIPS PM PEAK HOUR: 10 TRIPS c TRAFFIC IMPACT ® AIRPORT ROAD: (ASSUME 70% OF TRAFFIC USES AIRPORT RD. ENT.)CD EJ? WEEKDAY: 173 TRIPS'h W AM PEAK HOUR: 24 TRIPS PM PEAK HOUR: 23 TRIPS �.. C-) WATER SERVICE J2" CORP STOP & SADDLE W <y 1 1 /2" TYPE K COPPER WL TO W 3 N© so` 1 1/2" METER 2" TYPE K COPPER WL TO BLDG. D;-38, ICP=P26.35 IRRIGATION SERVICE: 0 1' NOSE DOWN CURS TO 1" CORP STOP & SADDLO 1 TYPE K COPPER AIL �7 CJ „ 5'R MATCH CONC. PAD(TYP) 1 °'" METER f I DUMPSTER PAD/ENCLOSURE SEE SHEET 5 CONFIRM DESIGN WITH CZ),� 4' SW POUR FLUSH Wl ) IRRIGATION CONTRACTOR - X 20` J�C E�t/T. DUMPSTER PAD 32'150` 20' W "MT. f f-5,16' r FUTURE DRIVE f TAP BY FC:SA EX CG -6 (f EX. SIGN EX £NTR44Cf r I 1 -7— Lj 'Ir Irr 8.50, —� j `� PARKING SETBACK - £,Y ac ZAF AIRPORT ROAD VA SEC. ROUTE 645 SPEED LIMIT 45 M-PH 80' ROW Fr ai 07SW TfAPDX.Y 144C �t a� zw7w STRJPI9►� �r I >�o ; t � it � 0 0 + � 0 1 t W 3 W a, l p MH- 1 {4 TOP 722.70 r> z + N) I 0 + t s 0= w z Ly D < a O � LO sty 0 U) O z { VDOT PG-5 W=2' 1 : 1 SIDE SLOPE D=1' f L=10't ' T=6" 3.51t _77pJ+` RIP RAP AS SHOWN d50=8" DEPTH= 18" MIN. 0 Z �) U) D — (� D !I r C m Z = r- rr' r'1 -^._ p r- Mtn 0 G r GJ R C r=*1 D r 00 �i O z m N O i �a co 0 z oz N S g r c � PAINTERmLEWIS, P.L.0 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662— 5792 Facsimile (540)662-5793 PROJECT: PEGASUS BUSINESS CENTER PHASE THREE ADAMS—NELSON & ASSOCIATES FREDERICK COUNTY, MRGINIA TITLE LAYOUT PLAN FOR CONSTRUCTION 1 t 4A GOO AGENCY COMMENTS I JCL DESCRIP Tt ON 8Y \`, ' '" �` ,s . { ...� \ +28.39 428.94 - EX. CW416 +28 90 h .. * EX tE EX. % 28.93 EX 8" STUB EX ASTER a ` 12" ��28.24 \ \ +29 43 CD +27.82 j +31.84 / + o r.4 \ - +3324 +33.49 \ f MW AV +32 t4 AMA W46 1 �- 15 417smc \ \ X PCXE fX.fK IF J400 Sr 74a[JJ. +32.37 ! + .67 J 1 +32.55 EfTBP. J f `� { IX, S4/V M, 4AWOLE \ I , zn TOA" = 73 - 8- 007 = 720 10 8' kV = 72030 5» V(V - 720. 30 EX S4N. A/N TOP— 7 32.00 8 " OUT = 720.8 8' 11V = 721- 07 � _ l r a Ali . oar W.. _Tw S i( ZA/P. PL i Ex.swadvo TaO = 7311 X 8' 0V = 722.05 1 8' N= 722.25 6" 1N = 72J92 � I 4 � � TC EX NCR. 'J� WARP PVMT. �2 TO DRAIN TC /X HCR. 1. (27.0) 27.3) (27.3) EX 4 CONC #Wtf' A'XFAIR £ EX. f2�-3" ELEG: EX sZ0 EXISTING BI—GILDING (� T I vVO STORY 22 ,400 SF, f F- F- . _ 2 9.15 HEIGHT =24' I Ex CCa 0ar-11 fx. 51. EX. Y CA+r. ARKIN AIRPORT RO - --SPEED t�-D _ L- WARP PVMT. TO DRAIN EX ENNAACf 'A INSTALL 2' CURB CUT' S? J AT GUTTER PAN 1! \ , SF a, � I I it (! !f sp 0 CID C�J r t4l� T P i � T � ti i r —- 42..74 if i, it it TC TC if ttj EX EC. # ii �• is f! ly ELEC. t TC / l C TC 1� I� TC +2;11 l TC TC+ TC 410�T . i +22w it ti ({ I Is .81 PR POSED BUILDING z+22.47 TWO STORY � !=if 22,400 S.F, F.F.=726.70 \ HEIGHT=24-' f mLd €r j 2217 I cmc. m PATH OF DRAINAGE(TYP) 1 ;f, # it 1! +21.7+9 ,f C TC_257 TC TC TC + & (1 i! ST !i ! li 5 P SET13ACKOP ___MU it ,ter -77 ------ VA SEC. ROUTE 5 EX1Shlo4G' 57)~ I t ,2s.31 c' D �` J I� A ►� C > ova co PAINTERmLEWIS, P.L c PROJECT: TITLE: r �? �; 3 o o z 302 South Braddock Street, Suite 200 PEGASUS BUSINESS CENTER GRADING' PLAN o Winchester, Virginia 22601 PHASE THREE EROSION & T N�'�+' SEDIMENT CONTROL PLAN T a � V) C) r R" C r �r^ g Telephone (540)662-5792 ADAMS—NELSON & ASSOCIATES �� ice, D �- cJ� "' �,�v Facsimile (540)662-5793 FREDERICK COUNTY, VIRGINIA FOR CONSTRUCTION t 04AUGOO AGENCY COMMENTS JCL NO. DATE DESCRIPTION eY -� o v��% PROPOSED ROAD ENTRANCE CULVERT PROFILE '- SCALES: (H) 1" =50.0' _ (V) 1' - 5. 0, 735 725 PRO OSED XI.ST1146 720 _m"'D F ......- _ _ _ 720 ........_ _......... .... .. _ . _ ._... ...._. ... .. ..,_..,.. 50if. _,�,yV"4._� L Illy D 0, 50% CL 1►1 0 0.5 715- _ _ _ _. _ _ _- - 715 M rq 0 Q _... 0 0 tI' l . h r r. h.. W , n VI1 16 �.H Tit ft.O oil 01. 10+00 11 +00 12+00 _ ON -SITE CULVERT PROFILE SCALES: (H) 1" =50.0' (V) 1" 5.0. 735 _ _ . _ . __ , . __ _. _.__ ___ _ _ _ _. _ -_ _ _ _ ____ _ __ _ _ _- _ _ _. __._, ... _ 735 _AE'P X _. ION Q GR#a& EX. ELEC, IONDUITS 725 _ . . __.._- _. . ._ __....725 __. _ .__ ... __ _ _- .w- err"n' 720 _ _8„ MI 720 EXISTING j 27. -15 0 RCF li" }-0D APp .._1OC._. 168.51 -1 _ 0 RCP EX. 12" WL 3T 1T1 715 EX E LEC, CON WITS n r�� 0_ 11 CL I� -a it -4 Am 118 Cj O 0 C) 0?1 CiY O 0 IN- It,d .opal_. r- I d tP•!_Ea'd. rt- r- r� . if fit it 7 -in R p if C) 3 3 �j to Z Z Z 4ZZ 10+_00 11 +00 12+00 PROPOSED WATER MAIN PROFILE �- SCALES (V) 1 - 50 745 _ 745_ _W740 .__ . ---__ 740 735 _ L 735 PROPOSEDGRADE 730 730 EXISTING GRADE If 725_ 0 PROP. 3TM, ' 720 _ _ _ 36" MI _ COVER ---APPROX MATE LOCAT ON OF 7.2. 0 _ - EXISTING ELECTRIC CONDUIT -� 0 0 PROP 150'--8'0 N 0 SOP 21 WA1 MAIN APPRO IMATE L_OCA ION OF Ls w rn <t Cn tli Q TAP BY F C S A. it z f- � F- 03 CD W z W 0 U > _J W I. 7 0 W 0 _ + + tX7 10+ 00 11 + 00 12+ 00 13+ 00 PROPOSED FIRE HYDRANT PROFILE SCALES: ( 1" =50.0' ( 1 " = 5. 0' _745 745 740 _ _ I 740 735 _ _ __. ---------- 735 PROPOSED GRADE-- i 730 _ _ 730_ EXiSTINC, GF ADE j _ 725 I I APPROX. 0 36,a MIN, COVER LOCA TION 720 EX ELc PROP. 0'-6„� 720 SDR 21 WATER MAIN W W F- x 00 UT Q F- Q t it C) Q �.._._ U') W X I ( W C 0 � + # _ -- 10+ 00 11 + 00 1 A . a' $pfptllfy�M�.6�M.,C6' '(i!r' Ig j6 WM46 M 6II am@LpijRgM1 t00R'mn9Re%apeTt M wewrd wdtemNtt PLAN %frets To" om •Rai sv 6Mykw.6r 1f%mn sew tw "Power ovite w a,.lay�v �f em"asaaaye« +•+'}*R �'-: wawmalanalitt'A4'sraeflissam ,Grt.Rnr»d �.�«,.,wr6.6e6trwlr. W {� 7' � f Ty,M A 1*6 p I r•+'s,w ttaw 1pr«6aw..✓ *UM WAILS 16 +lR 6f 'e•t � +6wRwf If6tw � 1 7 r7 v acre y/ wo I owl, City 16 4teb of oWb *4 WHa* 6' • een r r-_Q•t�� 6'1•-•-T'i'-� . v..rw. a, va' ..�y.n'-_.....I 9ECT10N 9-8 "a*+ Coal,. _....M..6IRN0 V~ e•F-�"6t %'•w11H M Twit A Nolte xRlre 440 M w w s- f „gyMew t 1 lwxn nor• wrA tG•3 6 cl-. :Egnewet S •- .I 1 t` pMaMr i FRONT ELEVATION 1 rea a61. VA 7w 6 n.,e tiro w ww4 w ( p tmwf« +ntffer! w%xs C6-2 a eR-a 6ralrwr4t ® exa.ef ��..rra•oraa.6 omn • 3'wawta. «ot6eoa M ee fool" a l A n ,ne seem mf ,.w of nM a,N6Ff Ilp 4 agar rnon 1N b6falo fe wan t«ebRAt fww,lal 4/Me ' ' a' NM tbaCrbe.,nf MVe+I W li! Rh'4tVs nfad of M..9afA wM Re1Iw"' 'raw .dn 12-1 It NMI rle.4wrf J •:__«.. I ➢'m,aa vas. " y bales 3tar%pry ,YH& n,Rm lR• e) 6+troNb peMwNr Q! aa,w,q 01 a41'A+' n iN tlIfARAfe. Tf6 Et«M 11+•"Men w lewewUe aw, �- �" a"1•�' may RR Mnt,NC1t9 nAA ,MKtI. �A1 fn ,nY6r r e•i • . a ppl4'e, otS �.. e>;,ebveRmMt «d, 9.f. a-, Vi f O, _i 000I R biller UC wcuo" a'+ 1, "•Kee oral iw alp It wee awl 0 oa,rim A-ft.4 floN .T., (.•...L.__.,_,,,:,__,.:..._.. Ia .Wg ,e.a+. 1w slfva r, 0-too 0,-Ns wafell 4161na `ft t4 h.w,C,a 4 a'r••---$.a•_.,.a 6'. top l* fW oMotoo., AFie ewlntlM w "Rot, 6" am, 211, 2 Cow NRe w llv w. «•.---..,,+•0^-----, _._--- -.I SECTION A -A LJ a.• w .. eras.. iota tm.e M w .y«n►"Copp: ....'...._ - haw: .Nm w om e6 wen . r to foo"I s 1reWalfmw .rn rwrr, ft. 15.1 TA. Cow if v6rre6 a war" w wM.ew Tne 'W ewwer«" Ahawa an It* tfaboo," w4 Roolft o en aM Mont apaefa.' a a. near l « a .•.'a.a .. ,l wwe w R• .w •ea few aa.rrt. 9C t4i4 wMrN u6CO msa " film wo ..f, el nM aatlwl fifer Ia a, w %1 tiff, anuct,ra fMr -M 4wglp w Cow iL i «I•, • •Mtt ra6.. to .,own en dots Ati.aAc(NT TO CURB Mowf,,w, we aow..Imart it" Iva fir obtr4 Pier oafab Rail tap otraRr dlmp,MtwlA A ACtN OUT T EP ef�Rll bt aeff.rarasR at "It toarrai ill it" twit" c"t,a"I nb Mf1w -1 . ales s ..f- MWr tM. • Mw r• M M t'r«eM re .NWe oleo r.fa.a lab ewafeyof lima tywrn aril. Sheet W 2 STANDARD CUR® DROP INLET-C;114 12 =3O" PIPE MAXIMUM DEPTH (H) r 8 -`r R`N- - VIRGiNIA ��O++EPAF!7M_NT - 02 1 ra '1°� TRANSPpRTAT1pN �- n•Ca40 +4 oolot ~4 Win .tt66h rerlfl6eeefMl a MI ,t1o*" F'CA- S e1 4-WLIA102.I "low SO, YDS. PER: LIN. FT. OF PAVED CHANNEL 3as9ee rt+e6M 0e lifotrq were Fae«ta f6+et6 RAesnse. ' e4"ar f'a Morn W Ova, tw'-_-_-----6r-..__.- - _ - caxwaAerft p W -'--'- - r wowHaw - to : �• y TMee«.nts6 1' 26 3 4' 5' g' 7' g' S' i d_ »^3'44.019'M ., f 1:1 $10t SLOPES 1 _L._ �► .�� / '� I O.b1ae q.640 0,759 O.eTO 0.9H :1.092. LYa3 t.314 f,4t5 r 4c a "r.1l•Y �' 2 O.bClt O.9e2 1.073 LIa4 I.2r9S 1.a0811.Si7 1.629.i.740 `-Ctrr a Colo. Hair wellonarm-ftldaraed.lNets "era f waau «tn rwef4roew4wt ,• 2.3 t I $,422 ,5333 .e4 2.7 5 •c9- 2.e66,2.977 LOONS 00 a s r I 2.825 2.736 2,64# 2.909 3.070 3.1 91 3. a9213.403 3.314I3.625 t s4o 3.031'3.14 3.273 3.364 513-60613 117 3.e2ej3.938 I .2 S s 3.3 5 L. 3 47 3.307 .496 3 aa913.92014 032 + 14314 234 iik:1 SIDE SLOPES SECTION A -A l St 0.62 0.7340,0450,9561.047'71Ts 1.2901,407151t 4• t 0231.1 35 1, 246 1 3371468 1 37911 69011 so, 1 942 .31 1,4241. 535 1.04-61.75 I e69 f. 9e012.0911220z12. 313 COnafla to be Class 43 4i 1.714 1. 62s I.936 2.,4T2.l Se 2.2691a.360'2 +411z a0 zit2. T11 .114 2.31 5 $.j23 I.62i 2.336 2.737 2.448 2 A4 3.59@,.6?ol2 2 95 -.._-U._.__ __ let 2 6921>3.Oo 313 I I -_... 293 4 3 OT013 'eI 3 29313 ♦OM5.a1 s Earrta%n Porn fafae.q epprd.arwtwv 90' .. --, A Dreoion ofr--^ _ ._.._-,; ,-,_ _ ,ricnr_.» j v -,�-� ""N Z�L 1 I T-l_ _.;._ �__ ! ' 3 ♦ I A II. _1.... '-..�._cv,aM wNrol6 wcefw AAxk3" 10we15 xrioofn owN'2 of se0 0 arm Rod of xoea e:,n.al*s El ffVAT1ON s4 bloonvle Ilia n v ''Met -no of racn 4rplv,Ian ,role„ 40TES OW%(0) wid Cow %110" to be as ehoa« ow soot wee" how aril to be vee06eee %" all a%6NHIe wh414 w 6 Rhea 10 or VOWO Main 4' woo O K anal l% 6t weeper thwt Z' ®e x.91a 3.02TSA363.2493.3603,71i3_9A2'3.69 3$043$1s I 3.516 3.71 7 4.1 17 3.427 3. e12e 42'26 3 536 A...,... s.936 4 34 3.049 .054416, 4.4 s 1 3 760 4 set 3 b72 3.91131• D9 4 2 O S 4 31 6 ♦,272 4363144944 $06 s TIT 4 9?3314 "e,14 69'Jla.00si9. 1 r --- - 21 SIDE SLOPES 'Io a.$30 o 941 1,0521.1$4 1 7 1 Sb611 49r oe 4• 1 21 1 rf a 1 327 1 Rai _� I.43 1.93s I s4 I sea l ''72 I ef3 1 99412 '105 t o4 s2-zea12.�9oz •91 z saz ._ _ l4' 2 8102a21 2.a9 z ro 3 09 3 2;0 x rite 3 31 5 2.♦32312 2 9z9t! 3 ♦te 3+ 65412 76512 bT112 96e13 099 o�qaa I13 26?11 .$7_-713 46513 596 ] 537!3 f+el a."791� e70 ] _..(_.. _ ,. 3,1e913 rot 0e614 197r 3.e12 30 3 9xal,a3r-_4�1•aeeta ♦ 42 Ser.,rN. 16 .s3,1+ f4214 r331� ee414 9r aS .--.,.._'....._._--_....-......._.�,_..,_... 4 'S 6314._{! ♦ 40 4 et s.02MS SfN523da Seliter ,y215 Se 17 a orals n e, S 30 s's r 3 s 32513 6305.74715 1,915 9e 6 os _ wwro moo weer 12'. 12' a%gfic r4,dW lqt Oath, : area or Rlxa Pis Mew eel. ma'nlwn .w cm 0 OS rneJ,, rlrnpw , Tlalh, nwa•,Ara ckxn tlnYnp«a lrmly ra ltM aMtaf cJl rM1nr SPECiFICATION REFERENCE STANDARD PAVED DITCHES VIRGINIA DEPARTMENT g(y2 TRANSPORTATION METER BOX and COVER METER BOX (See Note) METER SOX COVER 18 in Did. Non -Traffic M32C-PW Traffic A32HM - T 24 in Dia. Non -Traffic MC-30 (Frame) WITH RML- 1 -T (Top Lid) Traffic MC-30 (Frorne) wETH Re@-12-T (Tog Lid) Nate. 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4' with •Top meter copper set 2' above -� vanes as requlreo -fin grade prior to so" le" corporation f stopstone bedding ! 18'-21' meter It F.CS.A surrounding box meter box ( R"m,n an I (Check valve �5• . with drain valve � 8`'6Ara�e ll typo K copper lubwq, continuous kf 11 "" li +U � without ►or'nismefrom mosoose \water main t r�tn o ter 6' stone bedding 9' Ir METER NG P /-'- �tronsltron to meter S AR 11ne meter ongk wellt*ountpaded site size yoke boX vW 6 W Crock expansion, setting as eel currequired uir g gutter btlxdtflM �badds "On 3/4 5/d'x3/4 Y502 004-223W WCA9a-323TD-C EC-2J Street Margit3 4 Ste T904 - / 9A3i4 344w �xa1 - F6'IG144 3 23Tt1-<e EC-23 :tr #f! O p. a; 1• , t' 1" .r Y, 4- a Sia•1 silo 444w 7 444TD-G EC-4 # k -� M V K)N NOTES' „ems V ooncrlate 11WALLAT I �F WTVIM awavinol 1 Exact location Of meter box amnittityir3l(A''Avti,'dr �r. SWUM12 MIGMIP..CUMA to be 01101row4d prior to i'nst,dlotion, 2 water service crossing street shop be IIICOW in 2' did. SC:H40 ftC Or lY l �- a161arAiNM SDR21 piping. The piping i eol9per s _ generatberktiN � � pP+ 9 shag run from 3/4" type K � �� sA y a g one Foot b and sldewollt. across the „ street, to one toot beyond sidewalk Copper for `x o, single meter a-- -d' instaltatlon t"x3/4' Wye -+'rmrrsotea cet•fuey DUAL METER INSTALLATION eafAcre4e _. 2 West t>e��l °On'r"'p� `" • .•1•Gtt,d�Ifea ter ", / 1 " METER INSTALLATION L4 o.D1- - O.D.1 �- It¢t3.t) Figure 5 LIV AMENOMENT NO 2 APRIL 1997 }_ e• AMENDMENT NO. 3 OCTOBER 1098 fik»7e 6yXlfe031e , . concrete COKHEIF ARG11 WMfir.Tr EM!lftM1 Ft - cast icon edeanotd cap With brass pktg hay" a ciourttA SUnit SW411119 head Pandia Model PA4SV-CSK (41 Panda Modal PA6SV-CSK (61 I I 1 cleanout pipe - 1 _ sandary SOR 21 sewer main f Wye { *�- 4 a bond win bard 6" store bedding square concrete skid pad 20ex 20N 12' deep aggregate base ( depth 3*) NOTE. Where length of service 'aterai to exceeds 75' a cleanout assembly shall be to'TIShed at the property fine. -6-. rterefnrm SEWER CLEANOUT Figure 17 M M- r nwrtwn I__--_L%talorwr ecwMan YlM 1-11"merwn ' 'r Mh-."`____-.___-__-_____..._-._____-_._.._.,.....__.___._._.__..__.•.....__.._____..,--------.___________.___.___...�,.___...._._-._____.-_._.-w _,...__ pope Volvo A boxel•--t• '. • s`. -pate wwetlm .� „ ..,, udrb/Mal Conn --' `«Rnv tnadmlp HALF PLAN VIEW "� T`"PI .At s _TiON TFF ± 1_QJ3 PLUG a' 8` + 2 *won Thltknasr n •e 'Awood to""ne tamp may w arerxata%we "a rwwl two oubmillon payorolo ta, end Cow manor poured to calnrNlely ou"WriO 'C' . 12' inn to I a- and arNr we dw [Ong W14 aperwt WldlMIlold va i Tho bosrnp dxneneforat 11' . 1 r inn. for I r r u 2r ape eprrrut undmuded am ww minion as 6howrl Rw uarl Coto. err A. 8. C tixnertelou. CONCRETE DIMENSIONS FOR HOR(ZONTAL THRUST BLOCKS Vale 'see SYtI. SlI. aRieR:nbr hie Gl ed+etY SNIrrA ..c' Raft . Th. its of rrfovatvy M to b/ 4fi a� ;-.r ._ '•'�71dbre wflilr*" I0a I. Rorb Il Drum aetuvl-}y, Sfd Art -1 r+am, a :;ore. rt'eY,P err ctiver ana I'M* Io grade by 8 ` y B We of mortar or bndt w drectara I 'l, / r i _ - ._ 41r canarHA It, blA GIaAA Aa It 1�t ` N •\ If) RIM- 2'n0y be wolitayled to, •Obe"a t" 1 U !t a'-r••'^-. `. yacncv. rae'an ro•Ra ttw E -T- Pipe Phrpe, Wyss a 1 1 1/4' and 22 10 T_ - i 45• find 90• �Dfa. I Tee6 Eknds ��-B-w-W-s _ _ A B -C - A -B I C I A 1 B _ C 6• T-o• 9-9" V.3• o' 9• o'-ir a-9- r•3" ' ty-ir r'9• 1 3 0~g 1.9• 0' 9" 0'-9" 10 9" I%r 0%r 4 3 _e" 10" 1'•6• t7.9' Z-3' I%(r 0'- V-3' V-9' 0'-9" 7-E-_� 12• 1'•9' 1'-01 T•8' F-3- I-W 1--6• Z-O" 1 /'•0" 3'•0' 14` 7•0" V-O" T-Cr V.3' 1%0' 1'-6" Zi-8' 1' 0' 4'-0' IG, I Z-3' 11-0' T-W 11-6" -1'-0' Z-0" Z•a" t'-0' 4'fi" te' 2'-W 1'-3" �20" -.W 1'-0'�4'-Q" 1'•9' 1' a' x-0' 3"-3' 1'•6' S'•0" 1._L 1, '. \ atq ay _rancor _ C 11 1/4' THM Mr BENDS SI'd S T- 1 .1. 4=l7" -- I _..._ ..___. .L•-•t. +nlr, weulrev un awm. •ne * I $r, •'•-•.• �t ?R A aea daK.e ran i1rM0artl� A � %n %b :lgaC'4M _CrHALF SECTION A -A ...-::_ T. i' ? (WIT" rRAW AIM COVER ,t[MOVEe); s Gov. 1 1 too aw 66Rve ww 0 �a L;; -' ' , embsdaed in cawoom t'nAl atcclut _ BRICK CONCRETE �r ' �_..._.._______.____._.__....v_.__._____.-"-•'-I a Guam,Ire. tno.n om• +or enamor 1 I'-Cf TABLE OF QUANTITIES ♦ FIT7iN6 arr_F imp ve7K lawanaAcrr aI.^ .. ..\ _. by Mo.. awl Ti"TrM anaunl N1. y C, BRICK MANHOLEerr "bet a,1tr be 't6auctea to .e f�, 7" b lEs. 6 + sr +..... _ ._..._. :. OEPTN.._.-......___«-...•...�......r-� VANHOLF' porn rmva auannnep y 114' - 2PS 6 Z JQ' Z bRteK CONCRETE UNNGgET a bat, !mcRneu err 9' raR .%" .mttae ail --^-^-^ a r"Ou3Arx1S CU yos CU Tots 1-- - ;. .-_...-.� - .i. ! ..�. 0 3 tl 7!5 ��_ -4sT '^ ^W mlwy :oncnte auonrinax �y 0 r o 785 69 E�waal - i-t �-... .. ._. ,. +---•-+- f p.»�.&._.. ,_ a ! .__.r _ rI 5 ��..0 9 00 T7_b0+6U � 2 926231jtocInnmRrinlilnMlcm. al Ia'Cotiatl nd+ eMd a+!na1 0 - FTING_ •^-. �VCN•UA3,F (iF Tl1RU8T $LOCK IN C . i r r e 2 0 T65 2 4115 etbneweOrp ,..-.__:.1i4'_ 15.• •-,._.iG!.emehf •• Y_'••Q' ! _lAs r Wg1J, TARw.ki�'.1_ l 9 _ 4.._ }. o.�eY .I. �.. T'R7 AAONfaW mdY ere �.rcA rarLreM 1.3 1 6 {..- q Tb5 3 009 __ 9. aaffrnled car,:retf mwafle !aacx ' 11 ^ SECTION R- 8 a t 2.2 a s 70 �` j e'e If tAorA s a e vv.a r1w r wl n .n THRUBi' BLt7CK5 FOR VERTICAL 10' 1 a 3.1 ""`�", m #°ey „ rd b6 r"° UP BENDS SHALL BE ME SAME 4` Ir..._ ,2• 11 2.6 6.6 BRICK CONCRETE 2 e _ 0 970 1 S41 ,ntxAfouA ere ra eanf»m rn van AS FOR HpR(ZONTAL aEND6, 14, 0.5 1.7 39 I's fnfcwaa Anown fin ra f#R, le• 0.9 2.3 5.1 OR 6 _fi 3 4 0 970 S i CONCRETE BLOCK i" _1 4 0 � 1 iTa c 032 � Is" 1.4 3.2 63 12 ©era _T o Sat v1E� R€NC 20" 22 4.6 T e MANHOLE 1=0R -'48 PIPE CULVERTS �F Ir1�ATIoN _ VIRGINIA DE PAR ION TRANSPbRTATIC�N � CONCRETE THRUST BLOCKING 106 OI '; II F igure 2 cast In place access door, centered in top ;see note 1) varies 2• max l of propery line (see note 2) I _J F- h Ford FC HH 77 HC-158 2" custom setter Z (,.. (meter by FCSA) z Fstandard fiat top for Q 4" diameter 1 manhole �fiaced grace roadway box E 2" type K =opper 3' riser section w R< for 4' diameter iI6�ir tubing (no joints by manhole s �frcurD 9otop)in to - with cutouts 4 ww.. saddle with corporation stop water / main twit valve curb stop - with PiP ends, with 2" gate valve operating nut CUTOUT DETAIL typical Z cz W cz V ::No W IV) solid support blocks C �E under custom setter 76 Wexit = Ad " stone bedding = f"" �WQO NOTES: W 1. Access door shall be oy Halliday products `s+ ..wa. or our approved equal: W a) in non -traffic area - model no. S 1 R3030 b) In traffic area - model no. H1R2424iw� w! 2. water service crossing street shall be encased W to 6' did. SCH40 PVC or SDR21 piping. The from A CL tiffs piping shod run one foot beyond sidewalk, 1- U across the street, to one foot beyond sidewalk W O 1 1 /2" and 2" METER INSTALLATION • Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT 140. 3 - OCTOBER 1998 X CA Q) ttTa � t0 U1 CT, CD N Ln U-) N N U o �0 .� itch width W � d -Y egttired �J I 0 tl7 In ': 6' die schedule 40 3' I Seel pap Idled with _ t . QJ C 0 N concrete and pauited ; yellow i I ZIy I m O �. I� O � +•� (n (� 18' dot concreteF- 1 1r �� ?�_ l L f3rtcasernert CA @OLLAFM i3ETA1ckm M Q direction of setting to be approved prior to 1nstaWon F= Q d I b _._- a3 regwred concrete pill 1 `4 ' sq, r 6' deep s -✓� L )'1 OHN C. LEWIS " I k 2' met. - T max. t �rR No 21621 4 SSR�ONAL screw type aepstat)* stone I 1, stone to be minimum r-_ot 6' above top of boss valve bm Iocator peg 1 . DATE SURVE'r: 12JUNEOO N/A . 4 SCALE DRAWN: A + e" .>w nieGtar6oal pet �..- WNW* tM wMh '+ a" Meet tt (... N A JOB III ` 11.1 [ Ei Fl1111111 HYDRAW ASSIMBILY (49080111 5/7 Flgutla 9 VIRGINIA DEPARTMENT OF TRANSPORTATION REV 7/95 STAUNTON DISTRICT VAN ACCESSIBLE SIGN GENERAL NOTES FOR ENTRANCE PLANS VDOT GENERAL NOTES: END OF STALL - RESERVED RESEPVED STRIPE OR CURBING V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST PARKING PARKING EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION -.---STNo. u-CHANNEL POST �• � 4" STRIPES 45° (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, z. THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS VAN WHITE SYMBOL PER ADA AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS ACCESSIBLE Ll l ON BLUE BACKGROUND APPLICABLE, IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST ALTM �O Sw T°"-"""' Z9t" **y M-soo 'OW-amy � - WHITE PAVEMENT MARKING, STRINGENT SHALL GOVERN, zax 4" WIDTH, LENGTH AS SHOWN ON PLANS V2, ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. HC SIGN VAN ACCESSIBLE DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH — PROP GROUND SIGN �8 00, - -8 00, 4 ADMINISTRATION AND VOSH RULES & REGULATIONS, OR 5. 00' V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC o NOTE: CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ALL CONSTRUCTION SHALL CONFORM TO ADA ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC PAINT: NON-REFLEICTORIZED, ACRYLIC LATEX TYPE 442XX CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH VDOT'S TRAFFIlC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE HANDICAP SIGN DETAIL SPECIFICATIONS, SECTION 104.04-C. NOT TO SCALE V4• DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE PARKING LOT STRIPING DETAIL SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, NOT TO SCALE V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE 6„ PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. ,1 _ V6, IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A 2" PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE ' OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7, CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY 6" 2'-0" OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME, VDOT WILL ALSO REQUIRE CG-6R 48 HOURS NOTICE FOR ANY INSPECTION. COMBINATION fi" CURB do GUTTER REVERSED V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT NOT TO SCALE PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3,02, 6" FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY t 2"� THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. VDOT SUBSEQUENT SPECIAL PROVISIONS 1, All patches are to be replaced in accordance with the following regulations 6" 2'-0 and as shown on Figure 1, 2. The permittee will be required to replace the surface and base of the roads included under this in Cr*►...._ permit accordance with the Roads and Bridge Specifications LL..ii and this Special Provision. COMBINATION ^► f� f� 6" CURB ©B GUTTER U TTE© 3. Backfill material shall include a minimum of four (4") inches bedding materials NOT TO SCALE (sand or #57 stone). The balance of the backfill shall be approved soil compacted to the bottom of subbase layer (Type I, Size 21A or 21B). The (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) entire backfill shall be free from wood, decaying material, asphalt, concrete, ice, frost, large clods, stones and debris, 4. Backfill material shall be compacted to a minimum of 95% of the theoretical maximum density at optimum moisture content, as determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6") EXP JT, MAT'L inch layers to insure that adequate support is provided for the subbase layer ( Type I, Size 21A or 21 B). 4' OR AS SHOWN PLANS 5. It shall be the option of the Resident Engineer to request and review the backfill compaction test results and,/or authorize an inspector to monitor the compaction. EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS--! 6. Cuts in roads with Surface Course (SM) and Asphalt Concrete Base (BM) 4" CRUSHED STONE (IOaa PSI) a" CONIC PROPOSFn GRADE COMPACTED BACK �rraTex SD OR EQUAL 4BRIC WRAP 10. 57 STONE "0 PERFORATED ORRUGATED PLASTIC PIPE 1O. 57 STONE L111 " TYPICAL DRAINAGE TRENCH DETAIL NOT TO SCALE SEE PLANS FOR TRENCH LOCATION. 2" SM--2A 8" 21-A COMPACTED SUBGRADE ON SITE PAVEMENT DETAILS NOT TO SCALE 4' (OR AS SHOWN ON PLANS) shall be replaced with ten (10") inches of Type 1, Size 21A or 218 aggregate 6 X 6-2.9 WWF(1.5" MIN CLEAR) 4" CRUSHED STONE compacted to 100 percent of the theoretical maximum density at optimum (3000 PSI) 4" CONC moisture content covering the entire trench width in addition to bench of 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) - six (6") inches from all sides, this layer shall serve as subbase. An Asphalt TYPICAL SIDEWALK DETAIL Concrete base course (BM) of six (6") inch minimum thickness or match TYPICAL SIDEWALK DETAIL the existing base thickness, shall be placed over the subbase. A surface NOT TO SCALE asphalt concrete course of a minimum of 1,5" (SM) shall be placed on top NOT TO SCALE of the base (BM) covering the trench width. The asphalt concrete surface course shall be slightly higher (1/8"-1/4") than the existing surface to provide a smooth grade into the existing pavement surface. 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers as roads with asphalt base (BM) except the subbase layer (Type 1, Size 21A) is reduced to six II inches and the (BM) layer to four (4") inches but still keeping a six inch bench. The surface course shall be a surface treatment matching the existing surface. 8. The cut to be bockfilled shall be made as dry as practicable at STOP SIGN the time of bockfilling by pumping, boiling, draining, or other approved '��R dewatering methods. A�q� Bois s 9. All cuts sides shall be trimmed to neat straight lines and a tack `� 34.00' coat shall be applied at a rate of 0.05 - 015 gallon per square yard of RC-250 pr CAE-2 before placing the plant mix. 10. Replacement of pavement shall be from edge of pavement to edge of pavement except when individual cuts are made and not covering the entire width of the pavement. MATCH EX PVMT. 48' PROPOSED ENTRANCE 11. Placement of all Asphalt Concrete and surface treated courses shall TYP be rolled where possible with a unit having a manufacturer's rating of ten BUFFLICK ROAD (10) tons, and rolled until the aggregate is keyed into the bitumen Where roiling is not possible, a mechanical tamp will be used. In all cuts stone is to be placed in the trench doily up to a maximum length of 500 feet, at which time the pavement shall be covered with a temporary or permanent asphalt patch. if conditions, the contractor shall provide and maintain a base course that is acceptable to the VDOT until such time as the appropriate pavement patch can be applied and completion of the installation of the gas, sewer, and lines, COMMERCIAL ENTRANCE PLAN PLAN water contractor shall restore pavement in the moaner prescribed on the VDOT permit within (10) days. NOT TO SCALE - * INSTALL CG-12 RAMP AT THE DISCRETION 12. Contractor will be responsible for any depression grater than 1 /4" that OF THE VDOT INSPECTOR occurs within three years of completion of patching, Correction shall consist of milling and replacing 1.5" of surface course mix (SM). --- PER PLANS 4'-0" SIDEWALK 6" DIA, STEEL PIPE FILLED W/ CONC, (PNTD.) 4'-0" HT. WITH 118" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (3, TOTAL PIPES-PNTD. TO WATCH GATES. 6"' CONC. SLAB WI/ 6"X6"X10/10 WIELDED WIRE MIESH 6"0 STEEL PIPE FILLED W/ CONIC. (PNTD.) 6'-0" HT. WITH 18" CONC. FTG. CONC APRON -- 2 STEEL CHANNEL. FRAME GATES -- PROVIDE CANE BOLTS AND CASTERS BORE HOLES IN CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS 4" VDOT 21- A STONE (3000 PSI) 6" CONC --- 6 X 6-2.9 WWF(1.5" MIN ('LEAR) --- --- TYPICALCONCRETE SLAB _DETAIL NOT TO SCALE GATE HINGE DETAIL NOT TO SCALE GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED) r- V-0" 3'-6 TROL JT. 0" 16' - 0" 4-6" + 4'-6" i 3'-6" DUMPSTERS BY OTHERS 6" CONC. SLAB Ifs CONTROL JT. DUMPSTER PAD & ENCLOSURE NOT TO SCALE BRICK CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC. BOND BEAM W/(' GROUT -FILL CELLS 0 Rf STEEL JOINT REINFORCIN EVERY COURSF JOINT (( CONC. BLOCI' (4"X8"X1 4" SPLIT FACIE CMU-EA PER OWNER SPEC. 6" 0 STEEL PIPE FILLED CONCRETE (PAINTED) #4 16-- A,T 32" O,C. 18" 0 CONC. FOOTING 1A (3) #3 HOOPS - — SE.CTI0N—DUMPSTER---- NOT TO SCALE GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE 2"X4" TREATED WOOD BLOCKING TRIANGLE OF 1 /4"X8"X8" WELD 6" 0 STEEL PIPE W/ BOLTED TO CHANNEL W/ 3/8" 0 AT CORNERS CAP) FILLED WITH CADMIUM PLATED BOLTS AT V-0" O.C. 5/8" THREADED ROD- WELDED CONCRETE TO STEEL GUSSET PLATES (PAINTED) 18 GA. STEEL DECK - TURNBUCKLES rEEL 'SLEEVE' SLIPPED 7 DER 6" 0 STEEL PIPE FI� LLED W/ CONCRETE r.' I!; fl SAINTED) FRAME I 0 I 0 0 4. W 0 ti 0 i Z 0 J I". 1H Z Q p J V t- h LL CLI L1W„ W Q La Lj �C � Vi Wj:L � W yC w LAJ CL cc LL16 L .`( (a) ■ O J a ■ cD I" v N � r" I I Cf) a �D cc> W Y C a cr o O 00 L m � c wo � � v . 41 -C a 0 IMMcn N M a TH Yf PC, o U HN C. LEWIS a No. 21621 Al��o��SS w _ZONAL _ DATE: SURVEY: 12JUNEOO NA SCALE: DRAWN: SHOWN PLC C.I : JOB NO.: NA 9908012 DWG: SHEET. PEG3SHT6 6/7 i C N.T.S. PLANT LIST NOTE. PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO I EXCAVATED OF ALL El TO REQUIRED DEPTH I W/ REQUIRED SOIL MC MULCH TO BE 3" DEPT COMPLETELY REMOVE A STRINGS, RIBBONS. AN( TAGS FROM PLANT REMOVE TOP 1/3 OF BURLAP FABRIC AROUI ROOT BALL SCARIFY ROOTS 0 BOUND PLANTS COMPACT SOIL 10 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING_ S E(l T 10 N NOTE CONTRACTOR TO REGRADE SOD OR HYDPOSE'ED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HG7 LARGER TREES TO BE GUYED TREE WAR MAIN TRUNK RUBBER HOSE 2 2' HARDWOOD GUY STAKE G PEP TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRANC., TyASTED--------- DO NOT ('OAR ROOT CROWN MULCH 7, '.,AUCER AROUND TREE 5° EXISTING GRADE BLACK CORRUGATED PLASTIC PIPE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN HGT UPRIGHT STAKES EXTENDED TO --- FIRM BEARING. REMOVE TOP 1/3 OF ALL BURLAP & 001 Si MIX ROPE FROM ROOT BALL MIN --- TREE PLANTING SYM, COUAN 807 -ANtCAL NAME COMMON NAME AS le 18 129 Acer saccharurn 'Legacy' Ilex Legacy Sugar Mople 2 2 1/2" col crenata Japanese Holly 7)'- 4' B & E3 4, JS 13 Juniperus scopulorurn 'Welchii' Welchii Pocky Mnt Juniper 4'--5' B&B OP 16 -Quercus polustris Pin Oak 2 2 a! LANDSCAPE NOTES I Parking Lot Landscaping Perimeter Landscaping Required: (1) shade tree per 40' of perimeter parking perimeter = 934' shade trees required = 934'/40 = 2335 provided, 18 shade trees shade trees existing = 16 Total Perimeter shade trees = 34 shrubs required = (,1 3' high evergreen hedge to prevent heodligi,-,t g;ore onto pijbljc pD,,W Interior Landscaping Required. (1) Shade tree per 10 parking spaces total parking spaces 7- 222 shade trees required = 222110 = 222 shade trees provided: I(D shade trees shade trees existing = 11 Total Perimeter shade trees = 27 5% of interior to be londscoped interior area = 67,546 sf required interior area, = 3,377,3 sf interior landscope area provided = 6,624 sf Dumpster Screen Provided 2 Confirm the locations of any utilities o.loove or below groli prior t;_-1 coinnei"ICirlig Work Contact the Londscopp Architect In the event that L,tilitjeS or ony other structure r f n f I i c. t s with the layout shown on the pion 3. Verify the quontities shown on the plant list with totols indicated Or, the pirit-, i_cjr,tr)C + the Landscape Architect in the event that discreponcies e-Ist "upply unit prices tc tho=. Owner at time of bidding. 4 All materials are subject to approval by the Dwner or Owner s reprpsentoti,/e Pro.idp the Owner with (a tog From each plont species and o list of plant suppliers ',,/herp any requirements or-e omitted from the Plant List use ptonts whicl,) r)t-->c_,>t the normal requirements For the voriety according -to the Ar,ipricnr) Association of' Nursei, ympo Plants shall be sound, heolthy, vigorous well branched Free of cli-seose inser-t eggr (ard torvar-, and shall have adequate root systems 6 Sizes specified in the Plant List are minimum sizes against which ti,-te plants will be 'judged Failure to meet minimum size on any plant will result in rejection of that plor-'t 7 Groups of shrubs shalt be placed In a continuous rnulcY,PP ) c� - bed with smooth cr otiriuoi.As edges as shown on the pion All mulched beds shot( be curvilinear in shape following the contour of the plant moss Apply a minimum of 4 inches of rnulcl Ljnif ormly -_,vPI, beds. Trees located within four, Feet of any shrub bed shall share the some bed Cirade -Finished plonting beds so as not to impede surf'oce rAroinoge 8 Locate trees a minimum of 3 Feet From walls or if pcjss,V)Ie 9. Stoke and guy all trees according with standard proctice and/or the supplier recommendotions. At a minimum, Oil deciduous trees shot( be double --guyed with 72' hardwood stakes driver) firmly into the ground Secure tree to sta�.es I -, will' , #9 golvonized wire guys with rubber hose connections Stakes shall l e, 72 10, Use shredded hordwood bock mulch in oil porting beds 11 Remove all togs , twine and containers from instolleo plants Roil 0,,,,c1_, burio.p one thiro on Ott B&B plants. 12 Plant substitutions are permitted � - With Consent from the Landscape Architect c.nd the City 13 Prepore the soil it all bedding .Xreos by ni>ing into tli-e top S1, I '-)Ches of -soil orie of manure peat and 10-6-4 granular fer-tilizer Per 100 squore feet cJ t i.,A r F weeds or other vegetation f- r- ins ( H:1�1) _or,,pIPtE-(y t, t),)tK , 14 Plant all materials in their oppropricAte season The Si-,cil guriror,tpp •,Il Plant moteriols and worl<mcinship for o period cf or.,e year i-, " time ,T instollotior; SID- TIC) N f7 j it � ii In J 30, 01 30, SCALE: 1' = 30' % M LAJ CL LLI C) 00 "d 0: V) < V! Z Z W 0 0 0 W W w c 2- < W �r: Z (1) OV Z D LLJ D (1) Z 00 0 V) CO < r _j 0 =a. Z Fr V) 0 I 0 W LLJ W CL 0: U. O Q am in v) r,4 co ,Ncr)rn Cj Cj Q0 cp C 0) 0 0 0 't In 't M 1) C _C Q) 0 _C C- 0 Cl V) U C 0 -H wiC 9 A V1 0 � No )l6P DATF. IIJ-1 RVE Y -1 J l_1 N E C) 0 r)j Si'ALE UPAWN ,.OH NO NA 7/7