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HomeMy WebLinkAbout15-00 Trex Center - Office Building One - Stonewall - Backfile (2)ABBREVIATIONS ASSY 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 CPP 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 FIFE FINISHED FLOOR ELEVATI❑N 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 ]R❑N PIPE FOUND IPS ]RON PIPE SET INV INVERT LP LOW POINT LT LIGHT MH MANHOLE MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MSP METAL SIGN POST NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NRT NO RIGHT TURN NTS NOT TO SCALE ❑HE OVERHEAD ELECTRIC ❑HT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PVMT PAVEMENT RCP REINF❑RCED CONCRETE 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 TIC 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 WSP WOOD SIGN POST WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET 000.00 PROPOSED SPOT ELEVATION x(00.00) 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). VICINITY MAP 1" = 2000' Cn SITE GENERAL NOTES 1. The property delineated on this plan is located at the intersection of Route 522, North Frederick Pike and Route 739, Fox Drive in the Stonewall Magisterial District in the County of Frederick, Virginia. The owner proposes to construct a 60,000 square foot, three story office building on the 9.7 acre lot. 2. Owner: Contact: Mr. Kevin Adams SPACE, LLC 401 Pegasus Court Winchester, Virginia 22602 Telephone: (540) 667-2424 3. Engineer/Landscape Architect: PAINTER—LEWIS, P.L.C. Contact: Mr. John Lewis 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone: (540) 662-5792 4. The parcel contains 9.6753 acres. The parcel Property Identification Number is 42—A-198G. 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 on the adjacent property behind Stine's Chapel on an existing sanitary sewer manhole. The elevation is 825.95. 6. Site Data: 9.6753 acres Zoning: B-2, Business General District Use: OFFICE Route 522 Setback: Required — 50' Provided — 575'+ Route 37 Setback: Required — 50' + 1 ' per each foot of building over 35' Height of building = 39' Setback Provided = 54' Rear Yard Setback: Required — 0' Side Yard Setback: Required — 0' Business Sign Setback: Required — 10' Provided — 10' Maximum Sign Height: Required — 35' Maximum Building Height: Required — (see above) Proposed — 39' Maximum FAR: Allowed — 1.0 Proposed Total Floor Area = 60,000 SF = 0.142 Proposed Building/Pavement Area = 9,500 +/— SF or 62.72% landscape area 7. Landscaping Requirements: See Landscape Notes. 8. Parking Space Requirements: Property Line Setback: Required — 5' Provided — 10'+— Office — 60,000 SF Required — 1 per 250 square feet = 240 spaces Required Loading space — 1 per 30,000 to 100,000 square feet or 1 space Provided — 240 regular spaces including 8 Accessible Spaces per ADA 9. Handicap Accessibility: HC parking spaces shall have a maximum slope of 1:50. HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. HC ramps off site shall be constructed per VDOT standards. 10. Buffering Requirements: The adjacent zoning is B2 which requires no buffer. 11. The site contains no significant environmental features. FIRM Community Panel No. 510063 0105 B shows the site to be in Zone C, outside the limits of flood plain. 12. All proposed signs shall meet the requirements of Section 165-30 of the Frederick County Zoning Ordinance, 13. All proposed utilities are to be p -ed underground. FREDERICK COUNTY, VIRGINIA TREX CENTER BUILDING ONE STON WALL MAGIST RIAL DISTRICT FR D RICK COUNTY VIRGINIA / I \_ \ N 11 1 P. /. N. 42—A 1916 HENRY dr EVEL YNE FERRIS CIO SHEETZ INC / D. B. 568 PG. 309 ZON/NC 82 _--- USE- COMMERCIAL % P. /. N. 42-4—A W.H. EMMART & SONS, INC D.a 30,X PG 4M 4 ZONING.- B2 USE. COMMERCIAL % 0 4 P. /. N. 53--A-52C / HARRY K. BENHAM W B. 3Z PG 288 / ' J• / ZONING.• 82 USE.- CaVMERC/A / P L N. 53D —2 H.K. BENHAM N, TRUSTEE D.6L 944, PG 14M ZONING' B2 / USE.- VACANT / i A I L O G R1 R \ \ \ 1 1 \ i /NTERNATIOWAL ` \ � I L/M/TED PR \ \ 1 1 R AR 951, PG 1610 z \ \ / USE- MMERCIAL \ t I I i P./.N. 42-5—C1LONG URAL P./.N. 42-5—C � \ /NTERNARTXOWAL LONG RURAL \ f INTFRNA TIONAL 1 LIM/TED PR LIM17FD PR \ \ \ \ D.B. 951, PG 1610' D.B. 951, PG 1610 ZONING.- B2 ; ZONING.- 82 USE.• GThVMERC/AL USE- COMMERCIAL \ \ \ I PIN 42—A-197 \ \ — S77A6ES OVAP1EL \ A 12 PIG 197 ZONING. 82 \ USE- CHURCH Z� AllI PIN. 42—A-198 F USTEES OF THE FIRST /TED METHODIST CHURCH \\\ k 1 1 ZON/NO: RA USE.- CHURCH � 1 1 / / 8 / / SCALE 1'=80' SA 9 AM ZONING ADMINISTRATOR I, / APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL FIiNAL SITE; PL.�, APPROVED dHA-__DATE.. 5".�Q Ob 0' PIN. 42-A-198G ZONING. B2 AREA: 9.70 ACRE P.LN 42—A-10V MPN DEAL TY, /All~ Q6L G 927 � 82 USE.• ArSWNnAL LIST OF DRAWINGS: P. I N. 42—A 198 MARY ELLEN POPE B. 544 PIG 438 ZON/Na RA _ 1 1 USE.- RESIDENTIAL 1 1 1 1 1 1 1 1 t 1 I 1 1 SHT. 1 11: COVER SHEET SHT. 7 11: UTILITY PROFILES PAINTER-LEWIS P.L.C. SHT. 2/11: EROSION & SEDIMENT CONTROL PLAN CONSTRUCTION NOTES 302 South Braddock Street, Suite 200 SHT 8/11 SITE ELEMENT DETAILS Winchester, Virginia 22601 SHT 3/11: EROSION & SEDIMENT CONTROL DETAILS SHT. 9/11: ROUTE 522 IMPROVEMENTS STORM WATER CONTROL DETAILS Telephone (540)662-5792 LTH MISCELLANEOUS DETAILS Facsimile 540 662— 5793 ©�� SHT 4/11: LAYOUT PLAN SHT. 10/11: LANDSCAPE DETAILS, NOTES, ( ) SHT. 5/11: GRADING PLAN AND ENLARGEMENT PLANS email: pain tlew©mnsinc.com H EWIS SHT. 6/11: STORM SEWER PROFILES SHT. 11 /11: FOUNDATION LANDSCAPE PLAN JOB NO.: 0002004 17MARCHOO LATEST REVISION DATE: 24APROO 'off+ No.021621 �s`sIOMAL HEET• BID ISSUE 1/11 S, fe P/0" fit- Is - 6 0 i 7 0 j-, �� O w \ \ \ \ \ �� / - - �'/TE Z Y a o cr- GRATE (821, \ I � O �- \ \ L LJ U F m \ \ \ \ \ RI11=820.23 \ \ \ — � �-►. 'k��iA1K7N� \ \ \ \ O O / 1 E (820.30 -�+�'Zr` . PL1 �� \ LEPHONE Q a Q \ \ \ \ Q i.�,,� �. (e24. 5 . NH Rgir 5.�. LINE /gppROk. IOCAi �_ N V � - - OMITS // ---- --------- ___- t3_r1r i .t 7 4.92 EXISTING • z "�► =83D. \ \ \ \ \ INV. (817.1 '� , / / —��_ INV (823.8 \ \ \ yy, CHURCH _ \\ \ \ \ EF Er(827.49) 40' ��pQ k _ / ,7/ % 7 CUY �x. �. • .Y� / OB 71 g pG FOlgg11, R \ Q CMF 1269 I •`" - \ \ \\ \ \ ^Q \ ` Y. IRS' \ y �' / CONC, DITCH \ \\ \ \ \ Z \ \ \ ,'----GUY \ \ \ J Ci / / WASHRACK SOIL BORROW AREA / ✓ \ \ / �F■y (81T.02) / , ' INSTALL 250't X 16' WID MPORARY_ \ \\ g D \ \\\\\ \\ / / CONSTRUCTION ROAD -WITH 6" OG8 AND \ \\ \ Q INSTALL DIVERSION A LIMITS �� TP 2' 2,yE LOCATE PER OWNER DIRECTION \\ `� \\ \ \\ \ \ �w Q OF BORROW AREA TO PREVENT , / --- / 1 g \\ \ \ \\ y SEDIMENT TRANSPORT TOWARD ROUTE 522. ap Ld cl INv aeon 3 L / , NV =86'51 // / / / / \\ Q v=edits \ \ \ /44 / 1 /f CIO Ilk MW RMI 820.644� f NV.=6o9.06 19 \ Z _ CP=eor�os / 1 j 11 — / � W-811.022 \ \ W V � INV.-804.p4 / t \ \ U 20. /c. R do A ER ESlIT `\ \ x LLJ �".. f— LJ - 802. / Q \ , \ J �.� - " / .,,:.1 Ti, OF 4 CIPEA ME STREE� / TP t \ \ / 7 ' � J �' \ \\ POTOIMC EDISON C . OF VA \ ` 0 40 w4G RIG EACH ` J N INY-79g$g5po7 PO R LINE (DO l 2 PG ) \ ■ `\ / war 1 I�Iv"`94y�sz / ONE. — �usri & ROCK OUTCROP \ \ >� \ \ \ �\ N r / v / ✓► \ \ C r. 81) , ;' .. TEMPOR SEDIMENT BASIN �� '��' —^ / / \\ \ MH RIM=804.7J - -�' � �_.: i / INV OUT-798.20 INV. IN=798.29 a >� --{X. "E" SAN. SEWER c INV. (795.77) � TRB � � 'sue � `�` = �'� " .Q � �. � / � \\ '' 1 L � � C _ - _ /INv.=eos.e5 — j— = 1 c �v t� _ ... _ - •• RIM=8� .65 \ / , Z N 12 wV =�99 1 O 101, PLT)i 0 EROSION & SEDIMENT CONTROL KEY ) S r s - 12 N� Rw=7 .ob/ y i' 3.02 TEMPORARY STONE CONSTRUCTION NTRAN 305 SILT FENCE X, lF x 3.07 INLET PROTECTION 0-9 3.08 CULVERT INLET PROTECTION -ROCK DAM CP 3.09 TEMPORARY DIVERSION DIKE 113 TEMPORARY SEDIMENT TRAP 3 18 OUTLET PROTECTKN oc� 3.30 TOPS04LING t0 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING 3.35 MULCHING - � _� No. 21621 OA i 8Z �. "•— 1 A SSIONAL E� _ t DATE: SURVEY: 17MAROO MARSH NOTE: & LEGGE 1, ❑BTAIN A LAND DISTURBANCE PERMIT FROM THE g30 > Mu ► A o 40' 0' 40' 120' DEPARTMENT OF PUBLIC WORKS PRI❑R TO INITIATING _'� k �C' — ~ ' SCALE: DRAWN. - SITE GRADING. REQUEST A PRE-C❑NSTRUCTI❑N MEETING 1 -� 1"=40' PLC WITH PUBLIC WORKS. �� i 1 1 2, INSTALL THE BY-PASS STORM SEWER SYSTEM IN �,A - -X-_- '-a-- _ C.I.: JOB NO. SCALE 1'=40' CONJUNCTION WITH THE CONSTRUCTION OF THE -, x-----> 1 2' 0002004 TEMPORARY SEDIMENT BASIN AS A FIRST STEP IN ?' If THE DEVELOPMENT OF THE SITE. 1 DWG: SHEET. SS-SHT2 EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT • ` 11 11111;/1 0/511 i iD �I jllil � jl Itlll li�jldjlil/� I � I/ 1 , li; Illtlt I 1�1 11 liiil/1/j/ / I �i( III 11 1// 1 i III iillllitltlljjll �Ittl WIRE SUPPORT FENCE 6 FT MAX I� SUPPORT: • WIRE PONDING HT PONDING HT. STEEL OR FILTER FABRIC W000 POST ATTACH SECURELY 36' HIGH MAX TO UPSTREAM SIDE OF POST. RUNOFF i RUNOFF (RECOMMENDED) \ STORAGE HT. ~� ; -1 i l \�\ III-1 I III _a tii 114. � I \/� 12" MIN. 12' MIN.( I I -� I�I 4f"x6" TRENCH -� WITH COMPACTED II -11 GRAVEL I III 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 DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. EROSION AND SILTATION CONTROL NARRATIVE EXI DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER -,�11=- ;III III III=III � I -III ' IIII_ CI;- FILTER,FABRIC SECTION A --A NOTE: SPILLWAY USE NDBAGS, STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) \ TO HANNELIZE RUNOFF TO BASIN \ AS /REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. WOOD STAKES METAL REBAR. OR o, ' •-O � "°; gs-. PC STRAW BALES 18 MIN, COMPACTED SOIL TIGHTLY STACKED OR - OFFSET CORNERS f FLOW STONE - - - - - AS SHOWN. _ r o000000000-__ ° I APRON - W Z .4° ���������� O , � ° -1 I I 111- I _ Ll I- I -III I DRAIN n 9 i , , , 1 GE GRATE GE GRAVEL - 4.5' MIN. VUj .0° �. °. BACKFILL WU LESS THAN 5% SLOPE r I I Q Io, � I PONDING HEIGHT 0 � FLOW ✓ � FLOW Li Q b CI A i A WASHRACK AGGREGATE RSE n �� (Y MIN. 6" THICK o �oq�a00 91 ooe�6 k� oTN * ^ o �x1 8 D Q' DIVERSION RIDGE F-- U9 X 70' MIN. w PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2, WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. GRAVEL 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION THAT DRAINS INTO AN APPROVED SEDIMENT TRAP SEDIMENT BASIN. 4. ENTRANCE/EXIT 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. Project Description The owner proposes to perform grading of a proposed building site on a parcel containing approximately 9.7 acres. The total area of disturbance on the parcel is opproximately 6.0 acres. Storm water runoff will discharge overland to a temporary sediment basin. Existing Site Conditions The site is currently vacant. Slopes range from 1.0 % to approximately 22.0%. Adjacent Areas The site is bordered on the east by residential property. To the south is the Route 522 right-of-way. The area to the west is commercial Property zoned B-2. The land to the north contains the Route 37 right-of-way. Off -site Areas No off site disturbance or construction activities are anticipated. Critical Areas The storm sewer structures under Route 522 will be protected from siltation during construction by a combination of sediment basin, sediment traps, and silt fence. Erosion and Sediment Control Measures 3.02 A 12'w by 70'1 temporary stone construction entrance will be constructed along the proposed access road to the construction area. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may requi-! periodic top dressing with additional stone or the washing and reworking of existing 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 onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of construction. Silt fence will be placed at the proposed toe of slope along the entrance where the fill slope will be extended for the basin. Silt fence will be ins*olled 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 made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 A straw bale and grovel drop inlet sediment filter will be installed around each of the proposed storm water drop inlets immediately after installation. The structure shall be inspected after each rain and repairs mode as needed Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.08 Rock check dams will be installed as culvert inlet protection at the upstream ends of culverts. The dams shall be constructed Course Aggregate No 1 and Class I rip rap. Sediment shall be removed from behind the check dams when it has accumulated to one half the original height of the dam. Each dam shall be checked for sediment accumulation and functionality after each storm event and repairs made as required. Any sediment deposits remaining in place after the dams are no longer needed 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 downstream perimeter of the work area. The dikes will be constructed with on -site materials and will be seeded with the temporary seeding mix immediately after installation. The dikes shall be inspected after each rain storm and repairs 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 constructed in accordance with the typical details and dimensions given on the plans. The trap will be constructed with on site materials and will be seeded with the temporary seeding mix immediately after installation. The trap shall be inspected after each rain storm and repairs as necessary. 3.18 Outlet protection will be provided at the outlets of all permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 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 denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dotes, the seeding will consist of 50 pounds per acre of 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 June 2000 through May 2001, 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 Ryegrass 50 Ib/oc 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 ryegross 75 Ib/ac 98 85 Mulch: 1.5 ton/oc small groin straw Fertilizer: 1000 Ib/oc 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that ore to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil 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( 1401b/1000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Toll fescue 60 Ib.oc 97 85 Red clover 8 ib/oc 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Gross -(season 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 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/oc 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/oc 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 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 grading are restricted to the parcel area and the Route 522 ROW LA PLAN DROP INLET U STRAW BALES GRAVEL BACKFILL II II EMBED STRAW I BALE 4" MIN, J INTO SOIL. SECTION A - A NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS (LESS THAN 5%) 2. EMBED THE BALES 4" INTO THE SOIL AND OFFSET CORNERS OR PLACE BALES WITH ENDS TIGHTLY ABUTING. GRAVEL BACKFILL WILL PREVENT EROSION OR FLOW AROUND THE BALES. 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- PASSING THE INLET. EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR A TEMP- ORARY DIKE ON THE S OF THE STRAW BALE/GRAVEL STRUCTURE MAY BE NECESECESSARY.RY. DROP INLET SEDIMENT BARRIER 45' FIELD -MITRED END FLOW ORIGINAL GROUND ELEV.-� -- DIRECTION OF FLOW 67 CU. YD. /1 ACRE DIRECTION OF FLOW DIRECTION OF FLOW. TEMPORARY DIVERSION DIKE VIEW is LOOKING UPSTREAM NOTE: EXTEND ROCK DAM TO MATCH EXISTING GRADE ADJACENT TO CULVERT TO PREVENT FLOW AROUND DAM. VDOT # 1 COURSE AGGREGATE �o CLASS I RIP RAP -o voe O, 1 SECTION A- A CULVERT INLET PROTECTION ROCK DAM F.-J.QA�.;75i,P-CO-A, 67 CU. Y0. /t ACRE / I `-ORIGINAL GROUND (EXCAVATED) L/ L ELEVATION COARSE AGGREGATE ** CLASS I RIP RAP *COARSE AGGREGATE SHALL BE VDOT N3. #357, OR #5 TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL TOP OF BERM ELEVATION = 813.0�W- PROPOSED0 6' MIN. GRADE I 2 1 2 1 24.00'-15"0 RCP ® 0.83% 3'-5" t 20' PLAN 2 1 INV = 805.40 ELEVATION "WIN TOP: VDOT DI-7, GRATE A. TYPE B (2'0 BARS) TOP ELEV = 812,25 EX. CULVERT I FLOW D III -I I II III=1 I 1=I i I_ I'-- STONE CULVERT ID L W D STONE d50(MSD STRUCTURE 1 1) 18 ' 0.8' 15"0 POND OUTLET 2 STRUCTURE 6 15 12 15 0.8 STRUCTURE 11 12' 10' 15 0. 8' STRUCTURE 15 2 NOTE 1: EXTEND RIP RAP TO INLET OF ROUTE 522 CULVERTS, NOTE 2: DISCHARGE TO STRUCTURE 1 RIP RAP. PLACE AS SHOWN ON THE SITE PLANS. CULVERT EROSION CONTROL DETAIL NOT TO SCALE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE IA O D. TYPICAL STORM PIPE BEDDING DETAIL NOT TO SCALE INSTALL 8' FLEXIBLE DEWATERING PIPE ONTO 10' PVC OUTLET FOR SEDIMENT CONTROL DURING CONSTRUCTION. OUTLET CONTROL STRUCTURE 60"0 STANDARD PRECAST CON( OUTLET CONTROL STRUCTURE MONOLITHIC BASE 60"0 STANDARD PRECAST CONC. MONOLITHIC BASE (1')-10-0 SCH 40 PVC INV - 805.75 OUTLET CONTROL STRUCTURE DETAIL NOT TO SCALE ELEVATION TEMPORARY DEWATERING OUTLET DETAIL TEMPORARY SEDIMENT BASIN CALCULATIONS TOTAL DRAINAGE AREA = 9.0 ACRES WET STORAGE REQUIRED = 9,0 X 67 CY = 603 CYi RELATIVE POND ELEVATION = 811.0 CLEAN OUT SEDIMENT @ ELEVATION 809.5 DRY STORAGE REQUIRED = 9.0 X 67 CY = 603 CY, RELATIVE POND ELEVATI❑N = 812.25 0 Q(n H J Q 0o W ZO O. U O F- Z LAJ Q in Old 2 cr 1 0 0 (n O ir W W Z OQ U Z Z_ C� J_ 5 m Z U li 00 O ir W Y U_ Z W U IIx W W LLJ W U- a ■ JN O ■ O (D N � r0 cr) v In LC) 4-1 N N WU �"6,00 00 0 L 0 - m N C _N UJs n 0 a 0 0 N U LL- ZN O a 81 1.50 'TA OF 6 OHN C. LEWIS a No. 21621 '{v a ZONAL _ DATE: SURVEY: 17MAROO no SCALE: DRAWN: SHOWN PLC C. I.: JOB NO.: no 0002004 DWG: SHEET: SS-SHT3 3/1 1 / EX. EOP 177 , --GUY / IT E MARKI G-2' GAP AS HOWN � CONC DITCH ES- 1(REUSE EXIST G) RKIN INV IN=808.82 HOWN WS W N k417,118 / 4V)�� ' ry MF / /o° DI-36 = TOP816.00 (3) SCH 40 PVC INV IN=812 PHONE CONDUITS INV OUT=81 FLOOD LIGHT (TYP) / i /EX EOP , / 15' UTILITY ESMT. �WPPBOLLARD O 20 ROC(IGH ' EX. STRIPEjo 9 / o� S-1 N ' V IN=807.20 a I / SEE SHEET 9 FOR ROUTE 522 IMPROVEMENTS �i' 32.00'-24"0 AND ADDITIONAL STRIPING AND SIGNAGE REQUIREMENTS po TEL. RIS� RCP ® 5.94% / / NV IN=810.00 (2)40 -4" SCH 40 P� 6 / RANG-6 FROM CG-7 POWER 1 ON PVC 36.00'-15"0 RCP ® 2.08% CONDUIT (SPARE) \ 0 CG-6 AT POWER COND. �y1P TQq� 20,,K ' URB RETURN 48'-3"0 PVC PLUG TEMPORARY 5�0 �GQ MF DI-38 IRRIGATION COND. -q� m TOP=810.00 / 40.00'-18"0-RCP ® 4.50% 28'- i INV N=805.30 ES 1 ' UT=80 0 / INV IN=808.10 I _ ' FFIC ' I HCR 14 , OT CTON °�, 4 69 ® -400� �' HCR STO IGN 3�VIR CP / ;IP - WAY1 �� 10' DRAINAGE E,S _ + / 8 ' ' / ❑ =6' L R 4L-6' /� .�--„ rRC 0.53 -.3C 35'R sT ' • CPo TOP=810.00 - INV IN=807.70 8) 151.52'-24 0 p L= Y1 38 5 R (TYP) O'R,� INV OUTS INV 4.7 66 INV IN=808.20� 7A) 7 _ B USH & ROCK OUTCROP INV I 1809.28 ) TOP= 14.00 �p0 INV OUT=807.70 � SIDEWALK ,3G! --� �p 1 INV IN 09.00(#9) V IN=810.00 a o INV OUT 808.50 IN OUT=809.90 N o0 78-7-**•-18-0 RCP 0 1141 �k! - fTyp) `L0 RCP ®0.83� 0 20' SEWER ESMT. P ENTRANCE .� ^ CMF ., �O I 28'-3"0 PVC _1 0 120'-8"0 SDR-35 IRRIGATION COND.� 'a+ r / INV Obg-,-$07.50 p PVC 0 3.20% LIGHT (TYP �O ' d PROP. SAN. MH /l-28.00'-24"0 BOLLA�?O LLGHT ® O• (2) RCP ® 1.009�'D1lOR?AGE EASEMENT TOP=814.50 �O pH 20' CC (TYP - ,_ - _ EX. INV=803.88 ES-1 FL,Q-OQ.QGHT TYP INV OUT-804.S$ ) I INV IN=804.60 �^ tO O _ I - 1 / POND OUTLET t" CORP. STOP SEE FCSA NOTE 5- ON SHEET 7 5/8' METER _ _ - - = a = _ _ _ _ FOR IRRIGATION) EX, 8" SAN. SEWERTR8 (TYP.) 6�36"0 PP ® 0.83X-_`_-___--_= - -- _-_ ___ _ ` -- - X. 12 W M TAi�PROX. LOCATION - ES-1 \� 7/ - - i�4H R1Ma814.28 - - _ 0`'' 436.65 -36"m CPP ® 1.269: INV IN=812.5 INV.=805.85 � - -" --- -- - ----- - - - - -- - = •?��` TOP=811.00 P=8116 �_ 9 INV IN=812.20 I v OUT=806.00 \ .� ?1s 00, , 5 (NP)� 5 INV UT=811.60/ INV IN=806.10 mPVC MATCH EX. EOP TYP �. �S 0 19cp F�hG P ER CONDUIT REMOVE ENDWALL 4SPNAC ` \ Q 40g 2" CORP. STOP EXTEND PIPES 8' EACH \ �� 2" WATERLINE 1 PROVIDE 45' FIELD MITRE(TYP) 2" METER HEAV, 1 5" SM-2A 2" SM-2A 3" BM-2 8" 21-A 6" 21-A COMPACTED SUBGRADE --+ll--111-1 I I- COMPACTED SUBGRADE NOTE: HEAVY PAVEMENT SECTION TO BE APPLIED TO ACCESS ROAD AND MAIN TRAVEL AISLES TO REAR OF BUILDING. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL PARKING STALL AREAS ON -SITE PAVEMENT DETAILS NOT TO SCALE LIGHT u u m PROVIDE TRENCHING AND INSTALLATION OF \� (3) SCH 40 PVC TELEPHONE CONDUITS GASLINE `� FROM NEW RISER AT EAST PROPERTY LINE. BY OTHERS 8 \\\ 4 \ F- U Z PHONE COMPANY WILL SUPPLY MATERIALS. / p1 \ O INSTALL TURN-UPS/PULL BOXES AS / �� \\ ` a P: DIRECTED BY PHONE COMPANY. BURY \� \ ZQ. O CONDUITS A MINIMUM OF 24 PROVIDE / ` 0 Q; 4"-SELECT MATERIAL BEDDING WHERE / \ ROCK IS ENCOUNTERED IN THE TRENCH. \\ \ uW w Q 0- Q a j0 CD 0 0 W Q CL Q o N 18 \ \\ \\ oo .00'-15"0 RCP / \\ v�L' /A (4 O ' 2.81 % / CO V IN=81 18 MH RIM=820.64 INV.=809.19 / INV. =809.06 /j ui INV.=811.0 j / ` Z SED SHEET AISLE S9 RIPING P G L P) \` \\ / 48" CMP .95) 0-1 E\\ �/ 20' FCSA SEWER & WATER ESMT 1 a 15'R 5'R(TYP) -40'-3"0 PVC \ 15-RA IRRIGATION COND 18 / ©' 45' FIELD MITRE 1 �'2"O PVC \\ / / INV IN=816.40 1 O Q WER NO. G' 9� \ Q tk F 8 0P SIG /l%WP/ \ p COMMONWEALTH OF VIRGINIA PERMANENT 30' DRAINAGE EASEMENT 1 4C 5 R 1 'i \ TO BE ABANDONED tk 9 \� 15' DRAINAGE EASEMENT \ \ ilk t 61/ / \ \\ \ POTOMAC EDISON CO. OF VA. R/W \ 40' TRIMMING RIGHTS EACH SIDE LA LIG / 10 15' OC POF POWER LINE (DB 332 PG 564) ) ❑ TOP G PV 0® 2 007G 2 \\ ` W Q X4 P FCSA �9 • \ z 32'-3" PVC z VL IRRIGATION NO FOR P S SPOT LT TYP \ \ 1 1 /2" OPVC TO CURB � \ a 0 s POWER CON DUI _ / RAILS AS REC},Z \ \ • z MA"H STAIR' RAIL FH AiS ¢^6 / CO \,50 \v' \ D mz 0 C / 10' ENTRANCE WALit(TYP, \ O W U 12X6 TAP BY (� O X W W 20' WL ESMT. C) W Ld ❑ _ �' / 50 H ASSY d H RIM=817 F 5 R / 8 INV.=B INV.= 99 0 16 �j 10 R � k i ■ 0 S'R(TYP a 2 J o O ` CR � ■ U w �S 1i a D '- I J 8X6 TE G ,r `� uj1 KG L TYP �p (D ^ 12.5'R 0 3" TY COP WL /� N to I IFH I SSY L OAADIN RAMP ` / BOLLARDS I _ S 2 Q 4 + 64 30 R 15X45 G AS AS REQ'D 1 U x_k P m t3 I ; W U'p,0 0 _k DI-36, L=6 �9 `� XFMR ° ❑9 O �_ d SEE CONSTRUCTION NOTES ON SHEET 7 ��� TOP=818.30 UGE 15,3.84' a 17 74 � `.In O I INV IN=813.40 � F � 3'R / � Q • i � a � � � k,-__k INV OUT=813.30 `_ _ �t C k RCP - ® 0 549; 4 �, 9 1 11 c '� ui TRASH PAD ENCLOSURE `6+ G mil' i X 0 U p ��k RETAINING WALL SEE SHEET 8 `O `� A _ - - " .' C L- if III I INSTALL (1) 1 1/2' OPVC �. _ DI-1 �O jGUY`-- WPP ---- kRIM=818.50 O, CONDUIT FOR POWER x 3 _ INV OUT=815.10 RE�OCATE GUY 0 M INSTALL (1) 4"0 P C ?�.81' CONDUIT FOR POW R. DI- 1 RIM=820.00 x-�` .� COORDINATE W/PO R CO. j INV IN=814.50 FROM ROOF) INV IN=814.37� 14) _�k ` 00 i INV OUT=814.30 INSTALL (1) 4"OPVC CONDUIT FOR POWER x x / GUY H F l COORD /W POWER CO. �``' 264 _�'+41. I ' LIiT PAVEMENT LIMITS NOT TO SCALE k --�--x •45 � � � x '� -- x HN C. LEWIS IPF No. 21621 4 •off �,v4' i ,91 ON AL '1 30 30 60' 90' i11 I ,1 I DATE: SURVEY: 17MAROO M&L i '30SCALE: DRAWN: � 1 " = 30' PLC C. I.: JOB NO.: 2' 0002004 ^� WPP DWG: SHEET: SS-SHT4 4 /1 1 GUY s xs ONC. DITCH n , ✓ O \ \ \ BERM \ O \ U (n / ✓ \ \ 1 i z uj Cy BERM 21.5 TC Z \ ✓ \ \ \ BERM / 19.0 ` \ \ \\ \ \ \ \ /� N / / / ✓ / S MF I / I ✓ / 21 0 T \ � / , N PWPP/� w o a 1BERM\ � op m / r 13.5 1 TC P-TC ` \ 4. 14. 0 TC C 14 O _ 7 BRO SH & F?M A TC TC'. `f BERM RM � 19.0 TC \�/ \ TC \ INSTALL WA1R- / TIGHT LID u. \ LM MH RIM=82Oj4 / 1 0 -� f INV.=809.19 / TC 17 6 TC\ \�� INV.=809.02 �/ V�\1 \\ Z TC C 17.4 ra. 1.0 TC / 2 .4 ` / J \ 16.5 TC TC ,( 20' �SA S WER &,:A6�ES�'T 1 TC TC / I ` ` 1 Z TC 17.6 19.9 \ / 0 1 Q CO 48.0 TC 20.1 \ / / \ v T1-�� ♦ 0 5 TC TC / UUMMONVkALTH OF VIRGI * PQryry,, yI'I'ckT 1 / TC 17.0 / +� w 20,2 3 DRAINA�jE EANT �,\ ` \ ' 19. TC / \ TC TC \ \ \ cA \ 17. 18.0 TC'-, \ ✓� '�� TC 1 TC w TC 18.8 _ TC I TC TC 17.4 TC / ' \ / / \ \ POTOL EDISON C OF V� W TC T • 9.3 / / �/ \ a3 �� " 40' TVIMMING SIGHT EACI%� q \` C / �/ A.. o N y POIR LINE-VB 2 lily``56�) \\ 1 W 18. TC fa - TOP=8101 TC TQ J o \\ \ 1 \ \ \ \ Z 16.6TC 1 \ \ /�� Z \ \ U J TC ,y TC R. LA-6`- ,.,dfi 1 _._ _ ` \ 15.5 1, / 20. Q C \ \ lam- Q a0e TC TC . --- i m "TC / O /� 1 c �\� �/ D _ W 0= 9 �W SEWFs�R (TYP = ) � 16. '' w , - .00 - - 21. .� 1 1$ EX. 12 W MLJ ROX LOCATION _ ROE •0' - - _ _ - -- / i O `X � J _ ; d 19 / - ------ - ------------- RIM=RIM 8t7.6 ;� - _ l• =-fi ---------- - �._ INV.=80K T ` / jo •� �_ N _ _ C`- v INV. =80T99 21. + / /-- -_- _ - TC1 175 TC.6 ` / + 1 6,7 J ^ ITC <t AS,HAl T `�•_ - - ._-..--1.g-t - _ J / 1 6 20.6 21 .1 ++ 2 ■ TC El 20L6 C'4 1.4 _max - -► _ - 1 -' 21, _ I TC (V N BERM /- _ + 2�4 S TC 250 �' 1. X __ TC "'ac TC 21.8 _ - ' ' ' �! 2 ui cp O C) 21. �' XFMR P f o 20.4 20.1 0 I i .4 J �5 - - 1 820 --_x _m BOULDER PRESERVATION k� •. ` _ 19.7 -"•�. i a DURING ROCK EXCAVATION OPERATIONS, THE OWNER'S REPRESENTATIVE 0 U _Q) 0 WILL SELECT BOULDERS FOR PRESERVATION. COORDINATE PRESERVATION _ _ + C EFFORTS WITH THE LANDSCAPE ARCHITECT. MOVE BOULDERS TO ON -SITE �`' k - TC 20.0 ' + "--_-4-__- U) (- LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT DURING FINAL ' ' TW 4 � ' C TCcV0 GRADING OPERATIONS POWER -WASH BOULDERS TO REMOVE RESIDUAL SOIL. __ "�_ 2'7,� /� PROVIDE AN ALLOWANCE FOR THIS WORK IN THE CONTRACT BID. 0 �k ;� Q�� g2 - TC t / 830 k -LTN 0p GUY v f,P �� x x� `' •� 1 H S a cps X _-+ ` r No. 21621 IPF (b!+ SS10NAL + + t 30' 30' 60' 90' 11 + �+ I DATE: SURVEY: + I 17MAR00 M&L 1 , 3� � SCALE: DRAWN: ` 1 " = 30' PLC , C. I.: JOB NO.: 11 I 2' 0002004 DWG: SHEET: WPP I SS-SHTS 5 /11 (15) n16 n17 n18 825 820 1815 810 805 E:fe e 825 820 1815 810 805 :MG n n4 .......... . ...... . 0 _M PROPOSED EXISTING P OPOSED CO D�II__r--- 'I GRADE GRADE r ---"""-" _r---_rI Q 352.0 '-36"0 CPP ® 1.19% PROP GASLINE -' 436.65'-36'0 CPP @ 1. 6% f 60' - 36" CPP ® 0. 3% �r O p °o II a w °o 11 w Of a 3 a w w m ui 3 0p � 0 0 3 uj w Z_ 3 0 J 0 W o� O� —� � O O 00 F= w 0011 cn op II w � Q 3 r- It 00 w II 00 ZC) Ln III Q Q Q Q II - Q ? 0 3 cn a cn 3 It z 0+? x w x w+zz o » a >> w ch> x It> +Z+X 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 BY-PASS CULVERT PR❑FILE A A r- R TAINING WA --r r' r- EXISTING. - GRADE i PROPOSED RADE STONE rrr APRON PROPOSED CONDUIT 136.33'-15"0 RCP ® 216 -15" O RCP 0.40% 167.92' -15" 0 RCP ® 0.54% .54 O M W 00 Q �0 � J a � 0 ON (n 06 W CDoo oo 3 w cn 11 11 w O � L.L. � O O W O m OM Imp ; I w I a0 V O 0011 p op II O I I w O IID N it II � ,n D < 3 II O _Zp 0) Z_Z O N O X X O > >> 00 >> > ON > W W +Z a +ZZ + ZZ Z + Z 825 825 820 820 815 815 810 810 805 805 01118M:16Z11 825 825 820 820 815 815 810 810 805 805 11: 6 PROPOSED EXI TING GRADE GR DE ., 1 I r i 713 '-24"O RCP ® 5.94% I32. 9'- "0 RCP ® 1.00% 28'- "0 RCP C 1.00% STONE 0 0 0 0 APRON II a II a cD c� II 00 J II J 0 O O cfl C6 O N N �O I o I O 0 00 0 II O 0 00 II 00 w Z) O O IIt- ZO 0)11� 11 11 Z . r —0 O Z C4 ZZ r ZZ Z + — + — + _ + — 17+00 18+00 19+00 10+00 11 +00 SITE ENTRANCE CULVERT PR❑FILE (6)(7) (8) n9 825 820 815 810 805 :i• EXISTIN PROPOSED GRAD GRADE - M Z117T-24"O RCP ® 2.72% w a d N 0 o~ r w oLn CO II � d• I 00 �- I II II O O O O > r + + 1 XISTING RADE PROPOSED 7 GRADE .-il r rrr ,-- r' PROP. GASLIN r- ! 0 � J - ' '-- 151.52' 24"sb RCP 0.53 0 78.74 18"� RCP 194. 1 .14% 0'-18"0 R ® 0.93% PROP. GASLINE 16 00'-15"0 R P 2.81% RCP ® 0.83% STONE APRON 0 o O o 00 00 00 11 ^Q 00 r co I I Q, 00 m II a II a a a o 0 -- wcr (n (n V) (n N71 N LL p MM T r J 00 Li 3 00 J (Y� cn LL O 6100 r U Ln0 m 00) m �0 O r00 Q I d1� I p� i N� N 1 000 0 o00 000 11 f- z p 000 00 11 p 00 11 O op II w o0 (A w p II 11 II t- < N II 11 ~ cn 11F 11� II O Z_Z O Z_Z N Z0 r� Z_O rl Z O > N >>> r >>> � >> "t» It cp> + Z + ZZ Z a + ZZZ + ZZ ZZ Z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 13+00 ❑N-SITE CULVERT PROFILES 14+ 00 15+00 10+00 11+00 ROUTE 522 CULVERT PR❑FILE \ 7 / n7A (8) n8A 825 825 820 820 E:��-Mei 810 810 805 805 IN : G -J G .'f i TA_� 40'-18' P ® 4.50% 0 N f� a0 FoCL u)u J O� t.,_ L+ O 0j 100 O I r 00 � 00000 U 000 11 w aQ p O 11 11 � p _ZZO O_Z II p >> > O > +ZZZ +Z 10+00 825 EXISTING GRADE 820 ,ODPOSED 815 810 805 :i� I 1 i rr I I i 36'-15" R i P ® 2.087. I i I I I II 000) (~/1(cw r' m 00 Lf10 000000 0000 11 w . II II � O ZZOO II cD + ZZZ + 10+00 � z w � a U � f-- � W O w 5 w 0 0 (yY � V N o z V) J o W d. MI W cn Q It O H J OQ Z O Z Z a � S D ao � w Z LA„ O 00 Z W U W ui X IQ: O W a a ■ O JN • (n O N N� .� a) U-) Ln N W0100 o J70 > inLn � a m c .°' N o E W :3 C =� a cn U N U (n 3 F- LL z N O � Q a TH 0 L� C. LEWIS a No. 21621 TONAL DATE: SURVEY: 17MAROO M&'L SCALE DRAWN: SHOWN PLC C.I.: JOB NO.: no 0002004 DWG: SHEET: SS-SHT6 6/1 1 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 utilities. 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 95% of theoretical maximum density as determined by modified proctor-ASTM D 1557. 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, beginning from the existing 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 scorified 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 materials called for on the plans refer to standard VDOT designations. 7. BENCHMARK: top of sanitary manhole at Stine's Chapel - elevation = 825.95, 8. All rodii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. Where plans call for motching 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 ovoid spill -over onto adjoining properties. 16. Water service will be provided by an extension of the Frederick County Sanitation Authority water main located on the site. A flow test was performed on February 22, 2000 on a fire hydrant located at 1418 North Frederick Pike. The results were as follows: static pressure: 55 p.s.i. open flow; 1061 gpm residuol pressure: 40 p.s.i. FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority (the "authority"). 2. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority maintenance department is responsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require: 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/contractor's responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines. a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work will begin b. The Authority shall furnish and install all 5/8", 3/4", and 1" water services. c. For 1 1 /2" and 2" water services, the Authority shall make the top and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is topped for the installation of a new line: a. the Authority shall furnish all labor and materials to make the top. b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location of the top; 94) make final payment when the work is completed. 7 The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required installed. The assembly shall meet ASSE standard No. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve bockflow prevention assembly or a RPZ backflow prevention assembly cis required. The assembly shall meet ASSE standard No. 1048 or 1047, A remote readout is required aw•wes.a paGi SO. Dl-3A-38-3CI .41SSmbWDo.«t�+roro•12-(:C bo. paces Mon «ew odpcml �� ON".1 ti••>D •aawa U < bmutlrn{cencq 1. 1• p•wM N•IN1Nn1 {a wlrlasw•/tt-<4'M./ww /Wlw.,.a. wad" la saw OWN E.rweot Jew E.rw.wan Jaw- « c-c F•r etI«It •r M".I irvm• A ;alit I T�. slissirsti inn c i t.wr • t .. r! IC 14 { tttt t#�t#4#t# I allosE DETAILS 4- 4tr.ae 1i ut k ! -M • rtu .1C«s wr•tt 1r I sett. 0-0 ���.. I J x r r •rl4 . alit. Cis e'DL PLAN ss{rr :.as. Ile" N N rw NslW a'. �•-i-o'-� � •�. �,stb Tar srta lie, m ew than, n ra c4a IIr ..moron Iswws !•---.- t a > ,Ytwc •w I ass,, s•wt b cello « ­6 wN 10W M E c-vrr.-w. to ---.-� SECTION 9-9 A {r• D tht•w Al i r•F emu..[ 8 iw+ A asitt1 wMrt Na• N low sews, - - _ - cc-s { cc- s...wa i s' ola,.w ELEVATION T,m w wrl slrn M ,e•s ■,r ion r ! FRONT ELEVAHtI• •ten .a. C6{ Md-2 9 CG C SNedwN ,War«. W. c • .'`tree: , r•s.ro.e b N Ite•..e � p A n .te wfnl h roe, of IrK M, o•p! . n,yN. men me IxalErn t Wain• mo N•,ol wove Srw «. o as a ti rI • IK u..v, or m w,.c l,re "I N rtdD•d .nln ewerM NN • �n Il -. 12 .IN.w s«•.r! 1 0, ...� r.. <NN. Strata r.•t..w< a crr.,,c,.• .,m ca,cn<• aria k o•e.«• srorb+q o IgrtAna or slow, u4 ntwa w {slinl ill"- T 4 4 - 0a re•ta SI tl. +,+.•' +r`ap"W •r,pl Uf vet l,rp•d v M ,. K! MC Io we tavchn . lob Dos-k,a�aar4.aM «<• YH.. •.. lob(. n O(C«a.nt. .im ,n• MttrM «oven « rtors.t r.lea,•.tttwN leawrN {•�-2•{•-�� S.reara D,• gDI-r• o Jt�- For 6--. w4 arr.tl.e. Will- IW .aa« Id 2 uI.HM V «rtict- <" --�• _-----_-_--- 3EC71pE A -A Of- 3A D i- 39 DI-3c l ---� ♦- L --.1 -- I --- r -- -- r Ass, dwr. E 1 ITN M I 1 I rW -lr' •/ 1• 1 l I �_. F., w r, r•o•< •a,• lima•. Io .. ,..Nrew • t-- �'a-"1 atw -0-«liar .• t.arr . r a wets d terra r Trrt , es-t tIr sr w htsitwl wit 0-4 w stl TM •H•dW oa" aeew, w1 IN walldarat witslimited M apt atone .ill m rrrrr r r ..r,r . r r n.s,e•r . r r.. r r w w. •r •nett DE TAIL WHED N USI w .a d o.nt "is latest N 0.ar11a0 P.P. b m. Its of the w'.I r plon'H" aryl. run IL I .,n, . ar, are N err.. w I- ADJACENT TO CUP@ WITHOUT GUTTER . I I , t wadrotea{N des /w.HrnOl m{ pv�pOM1 ono In1 aclu.l d,mtn.bns ,..•tt . 4.0 WWa.I,a. •I peter ,. ,. •< .+wt r. ­.1 pawNa.W r-a ,i oft aw.IrK l.r Iron INN conarnolt• wN" ""•' TIr ..r .wI N w•N•r r ar ,n lib.. She* I I of 2 STANDARD CURB DROP INLET ISPECIFICATION REFERENCE 12r-30" PIPE MAXIMUM DEPTH (H) = 8' VIRGINIA pD/EPARTMEN? I 302 10409 ' RANS PORTATION cast in place access door, centered in top (see note 1) varies 2' max. at property line (see note 2) Ford FC HH 77 HC - 158 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade c roadway box- 2" type K copper ; 3' riser section tubing (no joints N for 4' diameter manhole low from main to with cutouts curb stop) ',saddle with corporation 7L water stop main ball valve curb stop with PIP ends, with 2" gate valve operating nut CUTOUT DETAIL typical '-4-solid support blocks under custom setter 6" stone bedding NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk. across the street, to one foot beyond sidewalk 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO, 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 general backfill O D. it - 8" 24. carefully compacted select backfill O.D. 6 .. 6- stone aggregate STANDARD DARD general backfill 95y-- OD.- e _ 6• 24" carefully compacted concrete Select backlill It _ O.D. 1 -6 • . - 1/2 O.D. --• 6. stone aggregate CONCRETE ARCH ri ry so F. . . •► ii i• general backfill !trust block stone 0 dia schedule 'n - J' tee, pipe tMee w :I, ww Ste and pamied 7 I nibw 7 I 7I 18' dia ss O� O encasemerft -tll-�'--►1 BOLLARD DETAIL i•eNa of setting to be approved prior to Installation FIRE HYDRANT ASSEMBLY Figure • METER BOX and COVER concrete pad V-6" sq. it 6' deep IacMor pep Rt•e11ef110•I 10" tnriwl we vft r brerwf METER BOX (See Note) METER BOX COVER 18 in Dia Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x a with top 6 pointed blue meter cover set 2" above -fin. grade prior 118" varies as required to sodding corporation stop 3• stone bedding 18-t-21! meter t b F C S.A y surrounding box meter box 36�min. angle check valve with dram valve 4 8-min, angle yoke ball U - L valve type K copper tubing, continuous without Joints from water main to meter _ main 6" stone bedding METER SETTING PARTS line size meter size y°kO angle yoke ball yoke angle check valve exponslon wheel 3/t 5/6 x3/a Y;02 BA94-223W HHCA94-323T0-C EC-23 1• 3/4 Y504 BA94-344W HHCA94-323TO-G EC-23 I• 1- Y504 BA94-444W HHCA94-444TD-C EC-4 transition to meter setting as required curb do gutter Street N 0 M a t0 back of 1 INSTALLATION NOTES. Sidewalk j I Exact location of meter box assembly to be approved prior to Installation 2 Water service crossing street shall be Y .. tyHe . Y encased in 2' did. SCH40 PVC or M o - o - copper SDR21 piping The piping shall run from c a one foot beyond sidewalk, across the 3/4- type K h N y copper for street, to one foot beyond sidewalk. single meter installation -- 1%3/4- wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO, 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 For Islam N Srd ST-r -=._T• .towatsrm mp,p' 1M ro Forp•aar corn was 3"uo repo I--M xi f i � . �landwd p-1A w _ _ _ - • l.wn WhW soacr.ad M D1we ,M In•w r is to be Mom d I: N fn occts.dwkt Mio St, W Pbn Is- I TM car o, ^_' ♦e E `+--4.Oaw,h or Ih o" to if t ,lie* a ail n,R. pris sbid to, I It,, M A A 11 5s 1 :�•78, Mop,{ N b M rnCiyd{d m R. prkd bid ,Or iM A00 i J I E 'iE • 12• tY 1S ■ m j4-cenWNa IV `- N Mtn ---- • T/W ft.rl<Or b D/a Gofl or o Cl t pA5 iw Tun i 1 N �-_ Ax t{w n plxs CorKtwt moo Clots A � For pr.Ca.l S. •matt 10303 Th 11 yrrwrta.on Morn - tw Slor wds and switled * - -- a, rti pbH .III be m.mwm room IM InNrf of the oM SECTION A -A !oil pm. to{r lop of tnr swWw. Dfon'H•drm..ew.e or. lop• vt.-I. wh IV tshmwrne pu, posts and the i I Z, T.- �1 actool old 1-dl rail De dates minW DT ,rw Confrocta -+i�![ Y�---_`-2•- �7 - Iran hold condinons b wW n+`r wW ..err p IH rd.ta wD• ■ ,t7+' e.m PLAN • 4 . e"Smeore tw,aq p opprw 17- CONCRETE QUANTITIES FOR MIN DEPTH b bit-- of wW .lacw.,wr .awl of "'t sotto. (C.... Rs,. c+l C-C Not paced it, oft «•o N1xa^r 2 cta{• - 1 A40Gc .Tos co.nr. ~ e. Moped •Ah cwr.M mwlw lo aw.wtl tl wttli # wmp ripe wtlh 12 . l2' pbw,c hcill- to sp,nlp m,rrsle •o preterit iIS cawant win - I see C. Ta Conenl. o px.*% w .ales it, fM tine lwl TIN tear fa cloth Ile "V or polro•s.d trml wu4. tsnNmam i•' cant 1.0 - 162a C. Tilt Cacr.N .marl M,1e4 wtd� a nsrdad n •tt prka old b nwn•Iwan rR. do 0 03 inch. rrwnpw 4 It, Ilse of doll o 2".4" neat! trio► M N.ec- rp . le i r Cu tali Cl t rlss ar taucvt mesh nwdww. clo,n -".it I.-y N provided Sat Mardard T-Er-3.4 Ad{ 0 40 Cu NI6 per eddH.wly root of d{ph _-----.--- *W.ds of IIII.CN. o• "N, torten -- -- _--- ySECTION STEEL--�-SECTION CAST 010N 2.6• R07ES i'-�--2.T"------ L2ti2}.!• 10-4 � - Ltq. to be - brie ae •raided tOq w+a cMlor O --l. P- T r l n rt Airy wlor.gN mNnodt of anohoro•e, HN .m'tdI , NN En. tu (` II'IEt(JII, j[ mo7 Dt Mr,w,.d•d r« W. MI -IMIrm w•.a 4itUM ! SI•:S �a &ace R,bs ' ell canr.aclvs ; ala.t{y I tle{Itkle Ic (Oiler _---�... r4r11Nt/F. III•!Ir vSTEEL V CAST MoN < stud Shoo, lie_ cawlec,ors SECTION C-C T i} APPROXIMATE WEIGHT SECTION B-B pNIENIODNS FOR Cass ft- CAST am MY Grote 363 , 18 It* DETAILS OF COLLAR AND GRATE 104 OI� STANDARD DROP INLET 12�-2d PIPE MAXIMUM DEPTH(H) 101 ViRGINIA DEPARTMENT TRANSPORTATION SPECIFICATION REFERENCE 233 302 exisil 825 e l PROPOSED GRADE EXISTING GRADE 18" C EAR 96' - 6"m PVC WL it EJ f- a ZZ 911 X W °q Q N V)ao 3 a (n + '� z U�L ITL` 2 o 1-1 o Z o O Ix �i ID a� + + Ill+ 10+ 00 11 + 00 WATERLINE PR❑FILE BUILDING S❑UTH SIDE SCALE HORIZONTAL 1' 50'; VERTICAL! V 5' 825 815 XISTIN RADE ROP❑SED RADE Of 36" IVIN. DEPT OF BURY 82'-8" 0 PVC WL W J 0 E.1 L7 Z W J J Q J o4 l- u > 0 a Q 1f) W co a w 3 LD iu a0 � a o ;o X Z x 1- 2 A -1 t' J ~ N tZj Q Oo xO X Z 00 - W + + + W . + 10+ 00 11 + 00 WATERLINE PR❑FILE BUILDING EAST SIDE SCALE HORIZONTAL 1' 50'; VERTICAL V 5' "LITHONIA HYDREL 9100 B MH-150 120 WFL 34 BB" OR SPOT LIGHT DETAIL NOT TO SCALE SEE SITE OT LIGHTS REQUIRED) E PLAN FOR LIGHT LOCATION(S) PROVIDE FOUNDATION AND MOUNTING SYSTEM PER MANUFACTURER'S SPECIFICATION PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS. "LITHONIA KBIE6 50M R5 208 RP812 SF DDB" OR EQUIVAL BOLLARD STYLE LIGHT DETAI NOT TO SCALE (33 BOLLARD LIGHTS REQUIRED) SEE SITE PLAN FOR LIGHT LOCATION(S) PROVIDE FOUNDATION AND MOUNTING SYSTEM PER MANUFACTURER'S SPECIFICATION PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS r, "LITHONIA KFL2 70M 120 SF DDB" OR EQUIVALENT FL OOD LIGHT DETAIL NOT TO SCALE ((I FLODD LIGHTS REQUIRED) SEE SITE PLAN FOR LIGHT LOCATION(S) PROVIDE FOUNDATION AND MOUNTING SYSTEM PER MANUFACTURER'S SPECIFICATION PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS EXISTING GRADE DETECTABLE EAF WARNING MARK( TAPE (TYP) COMPACTED BACKFIL LOOMS 815 : 795 EXISTING GRADE PROPOSED GRADE / / / -- 20' 8"0 PVC 3. 0% W A a 0 > Y 00 CV_a +, a X cu 1� W J Co aj Eel Z 0Z 7) W 10 S M 00 J JLJ CL a Z O II o W 3 CL X A ? F- Co 3 Li 0 Ui a6 I- � D CC) LJ JZ W N Z O J Q v it Z.. f Li II ¢a O CL OxZ O H CD~ N v Z ZX + I- W .-< In + ,-, (U 10+ 00 11 + 00 SANITARY SEWER PR❑FILE SCALE HORIZONTAL 1' 50'; VERTICAL V 5' 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO REQ'D PER STND MANU 20POSED GRADE I I II a 00 00° 8 1 24" DIA L - - - - - - - ---J REBAR-3" MIN CLEAR 2ETE(3000 PSI) III 4' BY 4' CONC. BASE I ii5 REBAR ®8'• CC EACH WAY _ITHONIA BV2 250M R3 208 RPB12 SF DDB" OR EQUIVALENT NGLE OR DOUBLE STND AS REQUIRED PARKING AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATION(S) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS. EXISTING GRADE COMPACTED BACKFILL PLANO SCH 40 CONDUIT (TYP) 4"0 SCH 80 PVC CONDUIT (TYP) L #4/0 AWG BARE CU GROUND CABLE TYPICAL C❑NDUIT SLEEVE DETAIL POWER OR C❑MMUNICATI❑NS NOT TO SCALE TYPICAL C❑NDUIT SLEEVE DETAIL NOT TO SCALE �I O LLJ �w' r W WO 00 VI �0 U W J F-- W Z Q r0 V Z 0 5 m Z 0 �0 O 0 U Z W W U W 0 UJ LA- ■ JN O N ■ a °) In 0 N 0) f ) 0) r to to 0 N (D N cD W Y�_�� v IT O O 0 L ' 0 CD 0 ,,0^ V' 11 ZN� IW O a N O vv /HN C. LEWIS a No. 21621 �v �sv -10NAL _ DATE: SURVEY: 17MAROO na SCALE: DRAWN: SHOWN PLC C. I.: JOB NO.: na 0002004 DWG: SHEET: SS-SHT7 7/1 1 72" 56" i� --12 —{ 1 'X 1 " ALUM. FRAME t I _I N ADA SYMBOL AND TEXT AS REQ'D VAN ACCESSIBLE WHERE LOADING ZONE EQUALS 8' WIDTH PENT nM-wo "VAN ACCESSIBLE" (4 REQUIRED) ALUM. PANEL (TYP)-COLOR DARK BRONZE 18.. ATTACH PER MANUFACTURER SPEC PROVIDE SMOOTH GROUTED FINISH AT FINAL GRADE PROPOSED GRADE 3/8" X 20" J-BOLTS ATTACH TO FRAME PER MANUFACTURER SPEC 18"0 CONCRETE FOOTING ADA SIGN DETAIL NOT TO SCALE EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4'-6" (OR AS SHOWN ON PLANS) 1" NOSING(TYP) EXP. JT. MAT'L 4" CRUSHED STONE —� (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) -- TNL/rfTF'` A I C%TTlr I I A 1 1/ /r`I I M n nr--r A TI NOT TO SCALE 4' (OR AS SHOWN ON PLANS) 74, 4" CRUSHED STONE —1 (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE n 4'- 6 — (OR AS SHOWN ON PLANS) cfl PAVEMENT 8" TURNDOWN 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TURNDOWN SIDEWALK DETAIL NOT TO SCALE ----PER PLANS 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE ALIGN SIGN FACE WITH FACE OF 4" PER ?' FROM FC END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 1-112' DIA. STANDARD TUBE STEEL RAILING SET IN 8'L x 3' DIA. STEEL SLEEVES -GROUT FULL PAINT DARK BRONZE LOCATE RAILS AS SHOWN ON SITE PLAN VERTICAL SUPPORT POST ® 6" CC WHERE REQUIRED 5" 3000 PSI CONCRETE • 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) #4 NOSING BAR(TYP) SEE '..'TE PLAN FOR REQUIRED NUMBER OF RISERS EXTERI❑R STAIR DETAIL NOT TO SCALE CG-6 C❑MBINATI❑N 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 2•R 6" 13' / 7" . -6"-----2'-0"-- CG-6R—REVERSED C❑MBINATI❑N 60 CURB & GUTTER NOT TO SCALE f.4"I V14" SURFACE CONCRETE TO BE CLASS A3 IF - THIS ITEM MAY BE PRECAST CAST IN PLACE, 4000 PSI IF i OR CAST IN PLACE BASE PRECAST SUBBASE 6" CG-2 HEADER CURB NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) BRICK CAP -SLOPE TO DRAIN SECTION 1 - SCREEN WALL SECTION 2 - RETAINING WALL -UNFINISHED CMU m COLOR PER OWNER SPEC. TOP OF WALL = 827.80t 21.00' 19'-0" CONC. BOND BEAM W/(1) #4 GROUT -FILL CELLS ® REBARS STEEL JOINT REINFORCING ATlow EVERY COURSE JOINT (CONT.) CONC. BLOCK (4"X8"X 1 611 ) 4" SPLIT FACE CMU-EACH FACE PER OWNER SPEC. #4 © 24" OC o CONCRETE SLAB #4 0 24" OC #4 ® 24" OC 3-#4 CONT. 3'-0" SECTI❑N 1 — SCREEN WALL NOT TO SCALE BRICK CAP —SLOPE TO DRAIN COLOR PER OWNER SPEC. TOP OF WALL = 827.80t CONC. BOND BEAM W/(2) #5 PROP. GRADE' GROUT -FILL ALL CELLS �7 STEEL JOINT REINFORCING AT -9" EVERY COURSE JOINT (CONT.) CONC. BLOCK (12"X8"X 16") 00 PI PAINT PER OWNER SPEC. 0 1 CI 6" 0 STEEL PIPE FILLED W/ I 6' CONCRETE PAINT TO MATCH GATES 11 #5 ® 16" OC CONCRETE o .1 I i I I CC I I I 0 2' l i i l I FIR) 18'1 4I PR, #5 ® 16" OC I 'k � 1 BO 20 I CA`. #5 0 24" OC L- -J #4 0 12" OC 4'-2" 18" 0 CONC. FOOTING W/ BOF (3) #3 HOOPS ACC BOI. SECTION 2 — RETAINING WALL —UNFINISHED CMU °oE NOT TO SCALE BRICK CAP —SLOPE TO DRAIN COLOR PER OWNER SPEC. TOP OF WALL = 827.80f CONC. BOND BEAM W/(2) #5 PROP. GRA GROUT —FILL ALL CELLS -- STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) CONC. BLOCK (8"X8"X16") 00 PAINT PER OWNER SPEC. i 4" SPLIT FACE CMU PER OWNER SPEC. #5 @ 16" OC o CONCRETE SLAB _I 18" #5 @ 16" OC ' #5 @ 24" OC #4 @ 12" OC —4'-2" SECTI❑N 3 — RETAINING WALL —FINISHED CMU NOT TO SCALE GATE HINGE DETAIL NOT TO SCALE GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINT TO MATCH GATES) 6" 0 STEEL PIPE W/ CAP —FILLED WITH CONCRETE (PAINTED) >TEEL 'SLEEVE' SLIPPED DVER 6" 0 STEEL PIPE -ILLED W/ CONCRETE ;PAINTED) :3 X 4.1 GATE FRAME TRASH ENCL❑SURE/RETAINING WALL LAYOUT NOT TO SCALE 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1 '-O" O.C. 18 GA. STEEL DECK PAINT DARK BRONZE v I 0 STANLEY #1010 STEEL 18" o CANE BOLT -ONE PER GATE CASTER -ONE PER GATE — GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES TURNBUCKLES—, ELEVATION— TRASH ENCLOSURE NOT TO SCALE ZO v W 0 � U Q o 0 w = V) O Z z z I J J Q 3 c� z z w (n J Q W W N z Z W U) o uwi � W W � m U LiL�; z I J J 3 z z z W Q LA U Q Z I Z 0 � o � m w c/) W V Z O U U F ui W U W W O ll� X W W_ U- ■ JN O ■ v �O N NIq 0) � � � v N fl-r �/ / t1) In W��00 v'p,0 0 t U) _J _0>U-)U). 0 COL. a) c: W=��. � L 0 a N 0 U c 0 0 ZN O �■ rO a a PtiTH Op 41 HN C. LEWIS No. 21621 10NA1. - DATE: SURVEY: 17MAROO NA SCALE: DRAWN: SHOWN PLC C.I.: JOB NO.: NA 0002004 DWG: SHEET: SS-SHT8 8/1 1 \ VDOT SUBSEQUENT SPECIAL PROVISIONS T 5' 1. All patches are to be replaced in accordance with the following regulations and as shown on Figure 1. CG-7 2"R 2. The permittee will be required to replace the surface and base of the roods included under this permit in accordance with the Roads and Bridge Specifications and this Special Provision. rS.^ 3. Backfill material shall include a minimum of four (4") inches bedding materials (sand or #57 stone). The balance of the bockfill shall • A T f f END -SECTION 12"-60' PIPE r.id on w1181 rrd-AetleaA • be approved Sol l compacted to the bottom of subbase layer (Type I, Stze 21A or 21B). he entire bockfill shall be ree rom wood, E MIN I S" OVERLAY ASPIIAL'T • �. . ®MTS decaying material, asphalt, concrete, ice, frost, large clods, stones and debris. FIGURE 1 CYNJCRETESURFACE C'OURSE a Ail --__ _ _ _ _ The bottom of the curb and TYPE (SM) 1::� -` � guher may be constructed 4. Backfill material sholl be compacted to a minimum of 95% of the theoretical maximum density at optimum moisture content, as parallel to the slope of sub- determined b VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six 6" inch layers to insure that 7" I 2'-0" surface courses provided o Y 9 P P 9 9 P { ) Y PLAN minimum depth of 7" is adequate support is provided for the subbase layer (Type 1, Size 21A or 21B). maintained. LVSTM PAF - C B This area may be concrete _ - ---- 5. It shall be the option of the Resident Engineer to request and review the bockfill compaction test results and/or authorize an inspector -...,. > .--,.r.r-, _- _-•`.- of the option of the conVoctor--� � '•....•„•• •.._»•....... .......M a «�� 'q� to monitor the Compaction. ASPHALT CONC'REIE BASE COME tabric This orb shall be used when design When combination mountable curb and gutter is (8) M) Ir i TYPE (BM) - - speed is greater than 40 MPH on used, the Standard Entrance Gutters ar standard Note Comb curb 9 gutter novmg o roans 6. Cuts in roads with Surface Course (SM) and Asphalt Concrete Bose (BM) shall be replaced with ten (10") inches of Type I, Size 21A Rural hi s and 45 MPH in Connection for Street Intersections ore a have of 300 or less (oloN face of curb) shop 1 gnwrb } TYPE I SIZE 21 A OR B AGO the rnouMaDk curb confi atlm incorporated be pond for as radial combination curb B or 218 aggregate composted to 100 percent of the theoretical maximum density at optimum moisture content covering the entire trench I developed tJrpon and Suburban � - areas. gutter width inadditionto bench of six (6)inchesfr m all sides, this layer shollII serve as subbase. Asphaltlt Concreteete base course (IBM) of 2 IAORBMNi� COMPACTED TO 100YMAX DENSITY I ATUPTIMIIMMOISTURE CONTENT When alas siandord is to be hid mic exming This Item may be precast of cost in, pace / 1 six (6") inch minimum thickness or match the existing base thickness, sholl be placed over the subbase. A surface asphalt concrete SECTION X-X Darner curb, the transition is to be made within 1 course of o minimum of 1 .5" (SM) shall be placed on top of the base (BM) covering the trench width. The asphalt concrete surface course 10' I.�. ._ d. �I a the charge in standards mode at regular Concrete to be Gass A3 if cost in place, 0per"r'711 PSI- 6000 f precast shall be slightly higher (1/8"-1/4") than the existing surface to provide a smooth grade into the existing pavement surface. SELECT MATERIAL BENCH / EX / STRIPE / TYPE I CBR 30 APPROVED SOIL OR SELECT MATERIAL / 7. Cuts in surface treated roads with aggregate base course sholl be replaced with the some layers as roods with asphalt base (BM) except BACKFILL-TYPE1,CBR3000MPACTEDTO95% the subbase layer (Type I, Size 21A) is reduced to six (6") inches and the (BM) layer to four (4") inches but still keeping a six inch bench. Q� iroDM ITYATOPTIMUMMOiSTURE PR STPE The surface course shall be a surface treatment matching the existing surface. p u SPECIFICATION //PR.p R. EOP COMBINATION 4 CURB 81 GUTTER REFERENCE -_ - VIRGINIA DEPARTMENT lag / 8. The cut to be backfilled shall be mode as dry as practicable at the time of bockfilling by pumping, boiling, draining, or other approved ��- i--SAND ORNO57STONE 20� o/ sot SHULD�R dewoterin methods. i • -� MIN. TRENCH WIDTH TO SUPPORT BEDDING 4• TRANSPORTATION I / g / 7 / 9. All cuts sides shall be trimmed to neot straight lines and a took coot shall be applied at a rate of 0.05 - 0.15 gallon per square yard of - -- O.D. +24•(•) I = TRENCH Box RC-250 pr CAE-2 before placing the plant mix. 'FOR PIPE LESS THAN 12' THE TRENCH WIDTH MAY BE36•MAXIMUM . 10. Replacement Of pavement Shall be from edge Of SEE US-1 (ROAD AND BRIDGE STANDARDS VOLUME 11) p p q pavement to edge of pavement except when individual cuts ore made and not / covering the entire width of the pavement. CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE TRAFFIC IMPACT ESTIMATE DATA SOURCE: ITE MANUAL, SIXTH EDITION 11. Placement of all Asphalt Concrete and surface treated courses sholl be rolled where possiblewith a unit having a monufacturer's LAND USE; GENERAL OFFICE BUILDING #710 / / / r rating of ten (10) tons, and rolled until the aggregate is keyed into the bitumen. Where rolling is not possible, a mechanical tomp 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 PROPOSED GFA = 60,000 SF WEEKDAY ® 11.01 PER 1000 GSF = 661 TRIPS(50% ENTERING) / //\ �84414/ AM PEAK HOUR ® 1.56 PER 1000 GSF = 93.6 TRIPS (80% ENTERING) / 411,1 covered with a temporary or permanent asphalt patch. If conditions, the contractor sholl provide and maintain a base course that is \ 15 Q / /l / acceptable to the VDOT until such time as the appropriate pavement patch can be applied and completion of the installation of the gas, A,Q PM PEAK HOUR 0 1.49 PER 1000 GSF = 89.4 TRIPS (17% ENTERING) / / / \ / / sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT permit within (10) days. ROUTE 522 LEFT TURN LANE ANALYSIS / /_ / / 12. Contractor will be responsible for any depression grater than 1 /4" that occurs within three years of completion of patching. 1997 TRAFFIC COUNT FOR ROUTE 522 = 17,000 VPD / / Correction shall consist of milling and replacing 1.5" of surface course mix (SM). LENGTH OF STORAGE: YEAR 2000 TRAFFIC PROJECTION ® 4%= 19.122 VPD / EX. EOP / / ✓ / °; OPPOSING TRAFFIC = (19122)(50%)(12%) = 1147 VPH LEFT TURNING TRAFFIC = (93.8)(80%)(75% from Rt. 37) = 56 VPH / LENGTH OF STORAGE LANE REQUIRED = 100' TO 125' PROVIDED: 150' 4" WHITE MARKI G-2' / VIRGINIA DEPARTMENT OF TRANSPORTATION TAPER PROVIDED' I rn' LENGTH 6' GAP AS HOWN / / Concrete to be 4000 PSI Min I r- END VIEW END-S13TION O M099 S OIAM. A B -T D E lY 4" 7-O" 7-0' a'-d' 2'-0" 15" ie' 7- 3" 1'- 9" W-cr 7- 6" W 9" 7-3 r-sr N-or 3' 2,V 3-7" 7-6- 6' I" 4'-O- I'-T 6-I " 5'-0" 2'-10 ' 8'-1 ' ii 0r 14ir &-2-06-0" 2' 11' 9-2" a-6" 2'-2" 9-2" 7'-0" T-9} 8-2f 7-6"-Tr--- -118- 8-0 ALTERNATE END -SECTION 12'- 60" PIPE I ES -I Hub tie MWIN!od-r hand, stytt Melon'"t erwd _tion$ _ --- E Concrete to be 4000 PSI Min PLAN wo A SECTION X-X END VIEW �i•I�F, y Fan F�EYS'•TiNrjM ■��•��.,��� IIRsiYlliii"� �i F�i tiRM *"K&40 m ti'itlI IFSWf�ti ff."■t r-c -6 SLOPE DETAIL NOTE Pro rrptlw Y,Own on Isom ore Dosed on Eno Seclwn d"n Anon on ti. M1t It th. <Onlydcta eN[I. to use W. dtrno4 dta,yn Mown - IM nehijongihs P Oe reduced by Ihw dtf fwerire in d-.n- "D' FERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT d TRANSPORTATION STAUNTON DISTRICT c�_ c cG u �EU�E XIST ) REV 7/95 Pr d s sore _7 4" SOLID YELLOW MARKINZ / / � � \ Radial combination Il�--� cen,+rvrrlm sdrw AS SHOWN / INV I =8�8.8 \ GENERAL NOTES FOR ENTRANCE PLANS curb and gutter --- - _ _ _ _ _ �-- _ _ _ - - - - -' P' Ur. [Est T - T Ply Uwe CGrY LEFT TURN ARR sus \ / / VDOT GENERAL NOTES:~lI ! t men. �M. r/erA . e AS S WN / / \ / V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST I` -I strd «:sow •q�� r / / I'dd EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATIONtFl- P I I I _ (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, 1 I� I r7, J� THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS Radius to be i d': •'. / / Q / AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS shown on plans I : i I RAON_ PLAN (,�. / APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF INV.=807.3 / THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST A` '' A .a - ,,,c / // / J' / STRINGENT SHALL GOVERN. c I ., ! a INV.=BV/ 51 Street approach some I PrAdssdela ` / / v L Yin i.� _-crwr"cnan /e r =809.98 / N� / surfacing as man line _ _ / �4 / �^ / / V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. roadway DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH Q ! 1(\V.=8Q7.18 �S // 10 ADMINISTRATION AND VOSH RULES & REGULATIONS. - -- - - - - - slate& 0, d b,s 4" SOLID WHITE MARKING •e. 1 ti G R T R T Expansion Joint N F YI - ----.. - ,o a erw,Iu a rras lays r'q urn o G ta full eresr .here avpkvtla ' � S d A• itK o. e. ", Cew"/y' ^ ✓oT J YIn vet .Ian Site.. are a 31on.al Sews srT•, Pr Mssert Can,r,,.cnwn .br,r _�rr CC R a rYPK'N AtTERYArE RAOIAL PLAY 6 fOR USE AT APP1srAsir srHCET CONNECOONS AND COMMERCIAL • For ramier,sW ENronce m CNIRAYCE S. (showust Traffic "klpos.d I SooSterdad CC-13 snow talc Val � AS SHOWN //lion / / �/ - / cos V3. WHEN WO KING ON VDO IGHT OF WAY, ALL RAFFLE _ _ - t e•e; /� Star, lid w.la.w i CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN c ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK I A TANGENT PLAN 6o IsalErfu• ERADICATE EX. SOLID ' / AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC Main line roadway A�--J / / �' CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH ----'" `" < = Qvcy YELLOW MARKING AS 'D . / / / p� / Note. Width "8" 2' O"ar os / �;. �• / / VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & 0?- t-e srd. cc J CC r Is us". NOTES , / shown an typ, II secfton • c ---- 4 O ) Ir fs IAe vw- CNO r fqY b Od Nfs AJ Cini, h! ,A A IT rants with fN►lefllMr/rrrWr BRIDGE SPECIFICATIONS, SECTION 104.04-C. °'t0 f fvit Stiff, a % nary near new fAw eery De 4r / / HALF PLAN e! u - srw.w Ate - ,pvnrre w ro Tree s w ra Nrq loe ocr sire t p rK rain » / / r r.On a rnt.i,. q/Ir $lrgwl erNhe a ttJ A,rae rareN r [w, In po[rl, rife erotloaro +a Nrq sNrr be ra/ae/ M an eetrosed apyepMe fINAA l" rinr rat rAex.d a .V.).wr /,rye ce rt.. V4 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO dr0ccst ra ra slur, d cur b Toro a p.wra a„ynn[wr.rrn newrhM or bwlq pr / / IUIi w.. wwsse>ere <Minrirnerr /dn.nn rpulr� m:. / I REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE .* b / vs / If ,owe ffar 11 p�meant ft1 trust ar jw&ldws fa eainelft $o RA ed/dNrp IrortO /// SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. �- - Simi coA to wsl In praott efrr oot"ton, of gl0000 rew foa.Prie sr Concrete srw ea7.7a \ /.,oft �+; / / / I / /'/// j �j' Fie tter line ee class A-e. u y / rSY+� Gu1Nr INN Cyr of Side Street rNs new may be Rrw+rtm pas ore n sr Ya5 • Cpb [M 1'C~ re [Mar Abq Mn "4v d rM noire 71 / / / / / V5 PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE tip GM R� Cwb _ ----- SECTION A -A p-eco0 r [air In port /ror..dm,feysn d leAy 11er, mdwum retort Oder l /1 . �s• jf / \ / / / / _ 11t, / s RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE I-- --- _ _ _ _ -_ _ _ _ Ere re•p, rr. weswwd .e Adm fr, a n. [wr.a until rkvr !r ,rrdrarer aw.w �1 •S , IRas a Irec [nrcrrA slen.ar pro [.pate pereaae semw.ae,carpel11Awo PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. % _ when used In conhnchon wrlh Standard CG 3 Pr+er,oe. car Try r.wn NV.=80d.85 / / EX. EOP /� / // or CG-7, the curb face on this slandOrd 11 10 of �5vpo etdYd.tn.ra, �Aold -- Cwe art " e,.aer rnx. Irr.,edru adj000n, ro [are rasp, are Inrudoe LA Aoy . ' for [vrMasrb end µ..In / V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A adjusted to match Ina mouniodt Curb Configuration WS OP=89'7 05 � / � >; �', / / / SECTION A -A - � -- --- ar.n used In rmlrrcrron .Sin sloroae cc! a I:L r. fur are f«r m rns srorore r, PRECONSTRUCTItON CONFERENCE MUST BE ARRANGED AND HELD oo/u,r.d (...rrn If..auNvol [.re c-41014"- '� _-- -- -- M AM"Wo reW Is warner aA a toNinvo A Cwb Ro.W re to he lo[aed Its IfO.n on fN rom a es -*raid p "If rriprrrre'. ! / l I I (�__' BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE .SFCTION • f3 R ur.•ebuha. Attah. rlra se ado ru,.rva illy rr 10 1. aSted .r hwrsw+l- .- r on A n, uwv , ., et.0m. IK Ilplrs INV =804 64 DI -/I 'o P / RI =807.1 0 / �. / WPF'� - . flown a it-Nul" W.9m Aid-w p'N'�Co. ac.rnecl.dew e0 ere AllwoAw Or no,`ie.ii e+ r1W ..., Sir of sr%a. �i.e.'srrio^ n asal ei �nsr�ae your OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY - _ _ -_ ____ t4i. r.r1N a / / ♦ rrra.yn rsMe .f f, s A,tew.h r aMw.oR urea M pr aim .Sin n.Nli t"W'."A a' es elr.[rd M 1ti r.pnr.er. Aar 1hLr1 riot a taa.d s.Nro reNr/, aloe n,., / L.. / COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. SPECIFICATION s,eer/. ties r,a. fni M C.gripnanpofa.n.ege,aura.elyolw,.rr.lua,.a/aeaAA[...n. /i Ix1V IN=804.15 (` 1 STANDARD CONNECTION FOR STREET INTERSECTIONS _ X. STRIP / / ---------- -------------------- -- ---_�- REFERENCE - - s.rcrcuAr NV OUT=804. 15 / i 3 \ . CURB RAA4P KreRr.ee /.- V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY 502 _ VIRGINIA DEPARTMENT INV (804,15) ( / o - - OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY TuTlflhJ (PERSONS WITH MODILITY IIu/ AIRluf NT S1 Sot I Qt.t1 M4 , / y / / DES- 1 UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE bow I vnV4*IA L1r Pefr UEYr Or TRAv5"?AYJON Riolied .ti 93 ( / / ' 807.20 48 HOURS NOTICE FOR ANY INSPECTION. INV 1 `NV=802.86 � � ' Ns-24" INV.=802. 32. \ /® 0 V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING / o / RCP 0 5.94% ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF \ RANSITION FF OM CG-7 A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE - - - / CG-1 1 ENTRANCE - / / 0 CG-6 AT VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. a" WHITE MARKING STREET+/ \ c' �� �NTQ 1 + URB RETURN 10' STRIPE, 15' GAP FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY CENTER MARKINGS IN AILSE a F_ THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. EXTEND MARKINGS TO PARKING AREA 7�„ L=10 � TOP=81 -00 �ELEC. V9 CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED 60" OINV JT &INV O30 UT3Q5O / AND MAINTAINED ON THE SITE DURING AND AT THE END OF \ RELOCATE TRAFFjC CONSTRUCTION. SIGNS PER VDOTJ % RIM=804.57 INSPECTOR DIRECT V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED INV.=798./ 4� VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, LC) 1 � INV.=798.22 P ® 10% 22 - % •�- ,� .0 AY / 10' DRAINA WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE 1 P ENTR NCE SIGN FACILITIES. O / / cTp • -+ ®/ L=6' V11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING O TOP=810.00 THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY R INV fly=904.76 BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. RIM=gg7704 64 / /�.te, - 4 ONE. : CG62 9i7 // INV �T=804.66 WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE 4" SOLIDWHITE I ? MARKING V QCi DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED ARROW DETAIL FOR PAVEMENT MARKING BY VDOT. NOT TO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS CI O IV 4_ V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE 1 ' CM_ 3 INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO Q� 13 PLACEMENT OF FILL. V13. ALL ROADWAY FILL, BASE. SUBSURFACE MATERIAL AND (80')-4" SOLID WHITE MARKING 24' 0 BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE �> ( .8 = RCP'* 1.00% COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM 4" SOLID WHITE MARKING Mh RIM=804.73 - - ES-1 F.1 INV. IN=798.29 DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN CENTER MARKINGS IN AILSE(TYP) INV. OUT=798.20 INV OUT=804. 8 / g PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL �� -• �"� INV. IN=798.28 k �' =_ /� '� POND_ OWLET WIDTHOF ANY DEDICATED STREETRIGHT-OF-WAY. AT THE Q 36o PP Cc R E SA MH RE 1 _ 6 "_ DIRECT ON OF VDOT INSPECTOR DENSITY TESTS PER B FORMED Y / W TR8 A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS WHITE DIRECTIONAL ARROWS INV. (795.77) I I Liy L - + REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS, WARP GUTTER TO SPILL AS R D �• 16 A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR STOP SIGN PROVIDE 1 1 /2" ASPHALT TO FINAL VDOT APPROVAL, OVERLAY TO PROVIDE A _ SMOOTH TRANSITION TO / / _ - V14 VDOT STANDARD CD AND LID UNDERDRAINS SHALL BE INSTALLED EX. PVMT / I/ �., H- .0 WHERE INDICATED ON THESE PLANS AND FURTHER WHERE Mtie / _ DETERMINED NECESSARY BY VDOT INSPECTOR. TOP-811.�00 40. 0' / � INV(IN=8O6.1iC V1 . THE INSTALLATION F A Y TR M I IT / / • - 5 E0 N ENTRANCES AND MAILBOXES WITHIN I OUT=806�00 ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT R MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S EX EOP MATCH EX. EOP(TYP) \� RESPONSIBILITY. MATCH EX. PVMT. 4" WHITE MARKING-2' / r '' l ' I "` PROPOSED ENTRANCE �/,/ /' �,.. V16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES 48 LENGTH, 4' GAP AS SHOWN REMOVE ENDWALL / / % Y`r EXTEND PIPES 8' EACH OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED RIGHT TURN ARROWS / j PROVIDE 45' FIELD MITRE(TYP) STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT ROUTE 522 AS SHOWN / / 4 INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL / `/ DISTANCE TO ROUTE 739 450'+ POSTED SPEED 45 MPH �,` /�' PRICES MAY BE OBSCURED. i / SIGHT DISTANCE = 450'+/- SIGHT DISTANCE 450'+/- ERADICATE EX. SOLID / / �/ V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY WHITE MARKING AS RE / .; / REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S ENTRANCE TAPER & STRIPING DETAIL / /�-�i DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. NOT TO SCALE EX. STRIPE / // • INSTALL CG-12 RAMP AT THE DISCRETION EX. EOP / OF THE VDOT INSPECTOR �. W, cur Z N Uj Z W LAJ J I U pY O EX. ROAD- 12' 1 4' _ VARIES CROSS SLOPE = 1/4": 11 777 _ CG-7 III =1 I �I-IIIII ,. 1.5" SM-12.5A 8" BM-25.0 �I=III, IIIIiIIIII�IIIIIItI�II�1Illlii���l ���il���lll�ll� 8" 21-B COMPACTED SUBGRADE 12" ROUTE 522 RIGHT TURN LANE NOT TO SCALE C. EX. LANES -+- 12' TURN LANE II 4 1 2' 6' 4 2 Mow T SLOPE 1 r- � I I 3 I�ax.e FILL SLOPE 15' SM-125A 1 2.0' - Aspholt Concrete, Type 1M-19.10A 8.0' - Aspholt Concrete, Type BM-25.0 6.0' - Crushed Aggregate, Type 21-B i ROUTE 522 LEFT TURN LANE @ MEDIAN NOT TO SCALE IO2 01 Q C) O I Z (n W J 2 F- W X a v) =) - W N Lo J W V) m 02 LLj Z OQ Z Z 0 0 5 m W U Z Liar O 00 W U Z ir W W 00 o W U_ fa 0 ■ O O N ■ w 0 N � Q1 I N I N W U p, 0 O J O `utIn >u-) In � a - � m N c O - W�Ca � L �- N 0 L° ZN � O M a a TN F ll� JOHN C. LEWIS a No. 21621 ' P�LSS _70NAL DATE: SURVEY: 17MAROO M&L SCALE. DRAWN: 1" = 30' PLC C. 1. JOB NO: 2' 0002004 DWG: SHEET SS- SH T9 9 /11 BUIDING 1 MAIN ENTRANCE SCALE 1'=10' Z (1)JH (5 Po- (2) (3)PY (3) WV t (1 )PC (3(4)C 3)PC�1)C (2)Pc � fir; � ��� t�� � � ��'� �����A► A:�' � (4)NH— (2)EC— �) N44-, (2)EC (9) EC-(9)PMr(1)CM 44iNH (14)NH T (7)PM (18)N (2)CA (10 G (8)NH (2)CA 19 H H /-7%nu (2)PM )CM (1 MAIN SITE ENTRANCE SCALE: 1'=20' z ZS (3)PY (3)CA.J (5)PM (120)NF - (3o�wH (1)PM (1)CA I— (2)CA (1 )CM (3)EC PR. BOULDERS (TYP.) (11)CM (1)CA AS+ ZS (4)PM MULCH LINE (TYP.) (9)PM 10)PM (110)NH �- (4)CN (4)CN NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2%2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE —� 45• EXISTING GRADE 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. I MIN TREE PLANTING SECTION tINAauu talon �Ir, ffir.-�•• trr7�11 ' MOUNDING DETAIL TYPICAL PLANTING BEDS (SEE PLANS) SECTION NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO EXCAVATED OF ALL E) TO REQUIRED DEPTH � W/ REQUIRED SOIL MI) MULCH TO BE 3" DEPT COMPLETELY REMOVE I STRINGS, RIBBONS, AN( TAGS FROM PLANT. REMOVE TOP 113 OF A BURLAP FABRIC AROUN ROOT BALL. SCARIFY ROOTS ON BOUND PLANTS. COMPACT SOIL TG SHRUB PLANTING BED SECTION LAWN — MULCHED `. SHRUBS BULBS/ GROUNDCO\ PREPARED BED WITH FINE B MULCH - MOUND PERENNIAL 2"-3" HIGHER THAN SURROI ® 4" DEPTH 5' - 7' 45° FINE HARDWOOD BARK MULCH TO BE MIN. NUGGETS, OR SIMULAR, PLACED MULCHING OF PREPARED ANNUAL/PERENNIAL BED WITHIN SHRUB BED SECTION PLANT LIST KEY OTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AS 31 Acer socchorum 'Fairview' Fairview Sugar Maple 2 1/2"-3 col. CA 25 Colomogrosti ocutifloro stricto Feather Reed Grass 1 Ort. Cont. CM 32 Cornus mos Tortorion Dogwood (Redtwig) 3 Gal. Cont. CN 12 Chamoecyporis nootkatensis 'Pendulo' Weeping Nootko False Cypress 5'-6' B&B 4' cc EC 140 Erico cornea 'Vivelli' Vivelli Heath 1 Ort Cont. 2' cc FI 4 Forsythia x intermedia Border Forsythia 2 Gal. Cont 8' cc JC 24 Juniperus chinensis 'Armstrong' Armstrong chinese Juniper 2 Gal. Cont. 2' cc JH } 5 Juni erus horizontolis 'Fountain' Fountain Creeping Juniper 1 Gal. Cont. 4' cc JS 16 Juni erus sco ulorum 'Welchii' Welchii Rocky Mtn Juniper 3 Gal. Cont. KP 2 Koelreuterio panicuioto Ponicled Goldenrointree 2 1/2"-3 col. NH 208 Narcissus Hybrids Daffodils Hybrids Bulbs 8"' cc PG 8 Pinus mugo 'Gnom Gnom Mugo Pine 2 Gal. Cont PM 242 Pinus mugo 'Mops Mops Mugo Pine 1 Gal. Cont. 2.5' cc PY 14 Prunus x yedoensis Yoshino henry 11/2"-2 col. PC 24 Pyrocontho coccineo 'Navaho Navaho Scarlet Firethorn 1 Gal. Cont. 2.5' cc RK 25 Rhododendron 'Knop Hill' Knop Hill Azalea 'Fireball' 2 Gal. Cont. TC 12 Tilia cordoto 'Greenspire' Greenspire Littleleaf Linden 2 1 2 —3 cal. VM 1016 Vinco minor Common Periwinkle Flots (50 POW 1' cc VB 5 Viburnum x burkwoodii Burkwoad Viburnum 2 Gal. Cont. ZS 16 Zelkova serroto Japanese Zelkova 2 1 2 —3 cal. ALL SIZES ARE AT TIME OF PLANTING LANDSCAPE NOTES 1, Frederick County Landscaping Tabulation: Zoning B2. Business -General District Landscape Area Required: 15% x 9,7 acres = 1.45 acres Proposed Impervious Area: 3.12 acres Landscape Area Proposed: 6,58 acres = 67.83% Parking Lot Landscaping Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter parking perimeter = 1,070 feet shade trees required=1,070/40 = 27 provided: 31 A 3' high earth mound will be installed along the southwestern parking perimeter to prevent headlights from shining onto adjacent properties in anticipation of future subdivision, No berm will be provided along the Route 37 ROW due to the elevation difference between the roadway and the proposed parking lot. Interior Landscaping Required 1 shade tree per 10 parking spaces total parking spaces = 240 shade trees required = 240/10 = 24 provided: 27 5% of interior to be landscaped interior area = 81,459 square feet required interior landscape area = 4,073 SF interior landscape area provided = 7,273 SF 2, Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan, 3. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants shalt be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan, All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed, Grade finished planting beds so as not to impede surface drainage, 8. Locate trees a minimum of 3 feet from walls or walks, if possible. 9. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72' hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections, Stakes shall be 2' x 2' x 72'. 10, Use shredded hardwood bark mulch in all planting beds. 11. Remove all tags , twine and containers from installed plants. Roll back burlap one third on all B&B plants. 12. Plant substitutions are permitted with consent from the Landscape Architect. 13. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 14. Plant all materials in their appropriate season, The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation, INTERIOR LANDSCAPE AREA (TYP.)= PERIMETER (TYP,)= 1,070' PAVED PARKING AREA (TYP.)= 81,460 N.T.S. 0 N OQ Z a JZ W H 2 0 0 W CO W Q U W V ZZ Q Q J w J I- Q W Z Z 0 t� S Z o - W O U Z Y W U W W W U J U_ 0 a. 0 • J° O N ■ U') 0 N +; N N r — N L0 I Ln N N o 0 W U .M °' o 0 0 J>U)Ln � a _ L W � C o 0- E 0 0 U c 0 _N � °0 � 3 ~ ` ZN ° Q a p���PyTN Op `f'f'G, JOHN C. LEWIS No. 21621 O��ss -ZONAL - DATE: SURVEY: 17MAROO M&L SCALE: DRAWN: 1" = 30' PLC C I.: JOB NO.: 2' 0002004 DWG: SHEET: SS-SHT10 1 0/1 1 L lb Qa. t11 Qa; - w�x ox P5 X P� X �X P� X tiC • ti`7x t�l 1-40000� X Q� • 4-loor `'`1Q g1Q` Q� . X � x / looll k 6 �l x X x 1G1a L�4b, �'tilatila � + 2( SCALE: 1'=20' ti 11 Q a W Q W � V) U) z U) a � Q o � m 0 O LL- J Z Z O 3 z 5 o m Z U Z Y W U U � W W W LLJ u- 0 CL V • JN O acl)� N I to L N I N V) (n U O O o`�Ln p m � °' Wa� LPL. 1 p U C N _N U lL Z Q a tiTH OF L Jac L) JOHN C. LEWIS a No. 21621 0-% -10NAL _ DATE: SURVEY: 17MAR00 M&L SCALE DRAWN 1 " = 2' PLC C. I.: JOB NO.: 2' 0002004 DWG: SHEET: SS- SH T11 ABBREVIATIONS GENERAL NOTES ASSY ASSEMBLY 1. The property delineated on this plan is located at the intersection of Route BF BASEMENT FLOOR 522, North Frederick Pike and Route 739, Fox Drive in the Stonewall Magisterial BILK. BC BLOCK BOTTOM OF CURB District in the County of Frederick, Virginia. The owner proposes to construct a BML BUILDING MOUNTED LIGHT 60,000 square foot, three story office building on the 9.7 acre lot. BSBD. BASEBOARD C&G CIP CURB & GUTTER CAST IN PLACE CONCRETE 2. Owner: Contact: Mr. Kevin Adams CMF CONCRETE MONUMENT FOUND SPACE, LLC CPP CMP CORRUGATED POLYETHYLENE PIPE CORRUGATED METAL PIPE 401 Pegasus Court CMPA CO CORRUGATED METAL PIPE ARCH CLEAN OUT 540 Winchester, g( ) 667-2424 22602 Telephone: Vi t h nceser, Virginia DIA. DIAMETER DS DOWNSPOUT Architect: 3. Engineer/Landscape EOP FF EDGE ❑F PAVEMENT FIRST FLO�R PR PAINTER-LEWIS, P.L.C. Contact: Mr. John Lewis FFE FDC FINISHEDELEVATION FIRE DEPARTMENT CONNECTION 302 South Braddock Street, Suite 200 FG FACE OF GUTTER Winchester, Virginia 22601 Telephone: (540) 662-5792 FH FIRE HYDRANT F.L.S. FIRE LANE SIGN Ga. GAUGE 4. The parcel contains 9.6753 acres. The parcel Property Identification Number is GM GAS METER 42-A-198G. GV GAS VALVE HCR HANDICAP RAMP HB HOSE BIB 5. Survey information shown on these plans is based on U.S. C. & G. Datum HDR CURB HP HI HEADER CURB HIGH POINT and was provided b Marsh & Legge, Land Surveyors, P.L.C.. A reference P Y 99 Y HTR HEATER benchmark has been established on the adjacent property behind Stine's Chapel IPF ]R❑N PIPE FOUND on an existing sanitary sewer manhole. The elevation is 825.95. IPS ]RON PIPE SET INV INVERT LP LOW POINT 6. Site Data. 9.6753 acres LT LIGHT Zoning: B-2, Business General District MH MANHOLE Use: OFFICE MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER Route 522 Setback. Required - 50' Provided - 575 + MP METAL POST Route 37 Setback: Required - 50' + 1' per each foot of building over 35' MSP NDC METAL SIGN POST NOSE DOWN CURB Height of building = 39' Setback Provided = 54' N.PS. NO PARKING SIGN Rear Yard Setback: Required - 0' NRT NO RIGHT TURN NTS NOT TO SCALE Side Yard Setback: Required - 0 ❑HE OVERHEAD ELECTRIC Business Sign Setback: Required - 10' Provided - 10' g q OHT PIV OVERHEAD TELEPHONE POST INDICATOR VALVE Maximum Sign Height: Required - 35' PL PP PROPERTY LINE POWER POLE Maximum Building Height: Required see above Proposed - 39' 9 9 q - ( ) P PVMT PAVEMENT Maximum FAR: Allowed - 1.0 RCP REINFORCED CONCRETE PIPE Proposed Total Floor Area = 60,000 SF = & 142 P RD RED. ROOF DRAIN REDUCER Proposed Building/Pavement Area = 9,500 +/- SF or 62.72% landscape area R.O. ROCK OUTCROP SAN STD. SANITARY STANDARD 7. Landscaping Requirements: See Landscape Notes. T.B.D. TO BE DEMOLISHED T.B.R TO BE REMOVED 8. Parkin Space Requirements: g P q T.B.P TB TO BE PRESERVED THRUST BLOCK Property Line Setback: Required - 5' Provided - 10'+- TC TEL TOP OF CURB TELEPHONE q square - Office - 60,000 SF Required 1 per 250 feet = 240 spaces P TRB TELEPHONE RISER BOX Required Loading space - 1 per .30,000 to 100,000 square feet or 1 space TVRB TELEVISION RISER BOX Provided - 240 regular spaces including 8 Accessible Spaces per ADA TYP TYPICAL UGE UNDERGROUND ELECTRIC XFMR ELECTRIC TRANSFORMER 9. Handicap Accessibility: WL WATERLINE HC parking spaces shall have a maximum slope of 1:50. WM WPP WATER METER WOOD POWER POLE HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and WSP WOOD SIGN POST 4.29. WTP WOOD TELEPHONE POLE HC romps off site shall be constructed per VDOT standards. WV WATER VALVE 51R RADIUS IN FEET 10. BufferingRequirements: q 00000 X(00.00) PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION The adjacent zoning is L32 which requires no buffer. HATCHING INDICATES REVERSED PITCH 11. The site contains no significant environmental features. FIRM Community IN THE GUTTER PANS PITCH TO BE 9 Y 112' PER FOOT, TRANSITION THE GUTTER Panel No. 510063 0105 B shows the .-ite to be in Zone C, Outside the limits of OVER A 10' LENGTH (TYP). flood plain 12. All proposed signs shall meet the requirements of Section 165-30 of the Frederick County Zoning Ordinance. 13. All proposed utilities are to be F;loced underground. VICINITY MAP 1" = 2000' (FREDERICK COUNTY, VIRGINIA SITE I hN I ME SM 11-14"Lib a t WSAs � A TREX CENTER BUILDING ONE STONEWALL MAGISTERIAL DISTRICT FR D RICK COUNTY, VIRGINIA 1 I j P.I N. 42-A-198 HENRY & EVEL YNE FERRIS CIO SHEE77,, INC D. B. 564 PG. 309 ZON/Na B2 USE- COMMERCIAL i (\ LONG R R � \ IN7FRNA7701NAL L/M/TED PR D.B. 951, PG 1810 \ \ I ZON/Na 82 / USE. COMMERCIAL \ \ \ I P. /. N. 42-5-C1 P./.N. 42-5-C LONG RURAL LONG RURAL \ \ \ V / /NZERNA 77ONAL /N7FRNA 770WAL LIM17FD PR LIM17FD PR D ZONING. • B2 1 / D ZONING. B2610 USE: COMMERCIAL USE. COMMEC/AL \ \ I PIN 42-4-A W.H. EMMART & SONS, INC D.B. J= PG 4.30 �Q �-web• ZONING. B2 ���• _� �� �\ \ USE- COMM ERCIAL / \ - / PIN 42-A-197 Y S%M OVAAEL \ \ D8 12 PO 197ZON /NG- 82 CHURCH `� \ / P / - / P. /. N. 42 A ISM \ \ N. 53-A 51C / ZOW/NG.• B2 \\ HARRY K. BENHAM / �'a' AREA: 9.70 ACRES W.8 J2, PG 288 / J• \\ USE: COMMERC/AZONING.- 82 / P.I N. 530-3-2 H.K. BENHAM ///, 7RUS7F"E / a D. Q 9", PO 14M ZONING- 82 USE: VACANT 8 SCALE: 1'=80' Lc�lva.e�> /Z "et 5 f I9l� ZONING ADMINISTRATOR DAT APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL X. Site rj P./N 42-A-IMY MPN REALTY, //VIt~ D D 2DWW 82PG 927 USf.• RES/DENAAL LIST OF DRAWINGS: SHT. 1 /11: COVER SHEET SHT. 2/11: EROSION & SEDIMENT CONTROL PLAN SHT. 3/11: EROSION & SEDIMENT CONTROL DETAILS STORM WATER CONTROL DETAILS SHT 4/11: LAYOUT PLAN SHT. 5/11: GRADING PLAN SHT. 6/11: STORM SEWER PROFILES SHT. 7/11: UTILITY PROFILES CONSTRUCTION NOTES SHT. 8/11: SITE ELEMENT DETAILS SHT. 9/11: ROUTE 522 IMPROVEMENTS MISCELLANEOUS DETAILS SHT. 10/11: LANDSCAPE DETAILS, NOTES, AND ENLARGEMENT PLANS SHT. 11 /11: FOUNDATION LANDSCAPE PLAN \ 1 1 1 I � 1 tit 1 1 1 I 1 ' I 11 i i \ I 1 \ 1 � mot► I I II III I I \ 1 I P.I.N. 42-A-198 7RUS7FES OF THE FIRST j N/7ED METhW ST CHURCH 1 ZOIV/NC RA 1 USE.- CHURCH 1 I 1 1 1 1 1 1 1 P.I.N. 42-A-198 ' 1 MARY ELLEN POPE 1 1 A D. B. 5441 PG 4w 1 ZONING: RA 1 USE.- RES/DEN77AL 1 1 � 1 I 1 PAINTER-LEWIS P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 $SAL'17110 p Facsimile (540)662-5793 d�� � �l c c email: paintlew©mnsinc.con ©JO C. tS U JOB NO.: 0002004 1 7 M AR C H O O 0 No. 021621 LATEST REVISION DATE: 24APR00c4SI0NALE��`1� SHEET BID ISSUE 1/11 1 •' J -i V V V \ O w I O Z _ 9 - c� GRATE (911.5 ` // \ ` Q ` 1 W J INV ti SERE \ m / — GUI' \ \ \ WI RM.820.23 �\ \ \ �� ���A \ ` \ \ O O �, dam., O 4E (820.30 ��-' . 5 1N R%,b 95 '�/� � PtA fl�'WPROk. ` �� INV. (a24. ) \ LEPHONE 1 \ \ \ \ \ \ N Q) — — — — — — — — — — — w �— 19. -- — —— �!A_WA h7 �_ -*W-g4.92 1 _ INV. (917.t '� � ExISTING .' "��� NV. {823.-8�0.6GJ d CHURGK —fix ��J \\ \ \ \ F F Er(427.49) /` PoT x `�� _ \ \ \ \ \ t r► \ \ \ Z ', • r \� J / 0B 7tg � Ea-so,d R� CIIf :.. 27p 2669 IRS CONIC DITCH WASHRACH TP SOIL BORROW AREA i ui D / r INSTALL CTI N X 16 W PORARY \ g \ /� /rJ/ OI I i CONSTRUCTION 6CATE RP O ER AND INSTALL DIVERSION A LIMITS 2� I 2' 2Y�LOCATE PER OWNER DIRECTION \ y \ \\ �w Q OF BORROW AREA TO PREVENT p \\\ \ \ \\ \ \ V d� / SEDIMENT TRANSPORT�TOWARO QR�� \ \ \ \ \ \ \ ROUTE 522 f J + DITCH O TOP OCKPILE A \\\ \ ` FF '. `\ /y\ / J�u�t; /ap \ � / � / ! � � \ \ \ \ F- V SF cl INV.-807.3 // / // I'/ / / \ /' / �FT�X� NV.=807.51 yy mu DO V. W:SW1'1002' le* , , / \ 1 w 20 ['t,4 NE 11-1, 0 R k A R E 'T x LLJ . e04.15i \ w INV.=802 86 3 (UAMAONIIIw �(�V.=802 v / cn CIP / \ / / TH OF EA NEN \ 1 t1 cp STRTP C.) EET+ v �a \ � O POT EpSON C DF VA \ 1 M3 61 \ / I \\ 40 EACH 1 / PoM=gp4 57 / i ?� _ CP INV.=79 g�.p7 -- - �_ ,.�.. I �� , \ \ ,� JR LMIE (D6 PG) \ INV =798 22 g0 / I DNE. 0 / 7 ROCK CROP \ 1 { \ \ N } N x / � \ \ 1 W o �o 0 INv. � `� \ \ J � J � to /W ( .81 TEMPO; SEDIMENT BASIN �-- �� MH RIM=804.73 ` � INV. IN.798.29 v (y ...s �t - - / �."6" SAN. SEWER (TYP. \ � INV (795.77) TBB `� �-=� )! : s p� s r / \ \ - \ 1 W •V (�~i6CAT = _ .� a F U _ SF L11 / �`~Cl /% 1 EROSION & SEDIMENT CONTROL KEY i I JMo RW-7 .06 i n / . wPc 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE 3.05 SILT FENCE SF x tr ,, x 3.07 INLET PROTECTION 3.08 CULVERT INLET PROTECTION —ROCK DAM CIP 3.09 TEMPORARY DIVERSION DIKE STEMPORARY SEDIMENT TRAP 3.18 OUTLET PROTECTION 3.30 TOPS04LING TO 3.31 TEMPORARY SEEDING TS 3.32 PERMANENT SEEDING PS 3.35 MULCHING f� - J N . EWIS a BOA $Z ��•. — t �� �SSIONAL _ 1 DATE: SURVEY: 17MAR00 MARSH NOTE Sys x�—k / � m 1 & LEGGE 1. ❑BTAIN A LAND DISTURBANCE PERMIT FROM THE g30 x�x mu ' � o 40' 0' 40' 120, DEPARTMENT OF PUBLIC WORKS PRIOR TO INITIATING �� �� �' _ — —� ' SCALE: DRAWN: SITE GRADING. REQUEST A PRE -CONSTRUCTION MEETING �� x"�—x�_x , — -� 1 1"=40' PLC WITH PUBLIC WORKS. 2. INSTALL THE BY-PASS STORM SEWER SYSTEM IN 8� �x---_k_ ; C.I.: JOB NO.: SCALE 1'=40' CONJUNCTION WITH THE CONSTRUCTION OF THE ��o x-'1*— 1 2' 0002004 TEMPORARY SEDIMENT BASIN AS A FIRST STEP IN IP` THE DEVELOPMENT OF THE SITE, 110 , DWG: SHEET: SS—SHT2 1 , I v I2 /11 EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST -IIITIII-III. STEEL OR WOOD POST 36' HIGH MAX I_01111lrlllrll rli i rrrrii��r�� 1 IIIrI I 100j ip�p I r�''��lli� 1 , 101 ii����pi I Irlllllr rrrr� 1 I'ii''rlrrr I: PONDING HT. PONDING HT. FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF RUNOFF(RECOMMENDED) . a. •� STORAGE HT.7-1 4, •;�, _a � •i I•I �� T I :_I=1 I I T I I=1 I I I'�cl•I I I I 12" MIN. I I -III- 12" MIN.I i I I I'-141'x6" TRENCH -I III- - WITH COMPACTED II -II GRAVEL I I III BACKFILL 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. EROSION AND SILTATION CONTROL NARRATIVE TRENCH WITH GRAVEL SILT FENCE DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% EXI 2 q, OR GREATER Rv"llWAY _ -_III-III-III 1-III-III-I FILTER FABRIC SECTION A - A NOTE: / SPILLWAY USE NDBAGS, STRAW BALES SEDIMENT BARRIER OR HER THODS TO HANNELIZERRUNOFFOVED ETO BASIN (STRAW BALE TYPE SHOWN) \ AS REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. r I I � I Q o j� FLOW ✓ FLOW o 0 0''� o°''o o�°b� 0601 ,. g CD, > :off b a°gW. °� <6 A a ( A WASHRACK 2"-3" COURSE • AGGREGATE MIN, 6" THICK 0 ° kmt �o o oa90 �9� � I � I I Z DIVERSION RIDGE Cn X 70' MIN. Iw PLAN WOOD STAKES OR METAL REBAR. ` �^ • 0 STRAW BALES 18" MIN. COMPACTED SOIL .� TIGHTLY STACKED OR OFFSET CORNERS .f - FLOW $ AS SHOWN. _ V° a° 11=1 I -1 =1 11=1 I I I=1 11=1 11= I-1 I T I I- pppppppppp pppppppppp o° -1 I I- I-1 I I I I-1 I -_-Li-1 I- I -_ DRAIN 9n GRATE °• GRAVEL 4.5' MIN. °• °> •O rag ° BACKFILL mop ° e , ° • ° v ``'°• TEMPORARY DIVERSION DIKE LESS THAN 5% SLOPE A PONDING HEIGHT STRAW BALES GRAVEL - - - - BACKFILL II II II II o� DROP i��� INLET ���i �� EMBED STRAW BALE MIN. U ' I INTO SOIL. NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS - OF -WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY GRAVEL3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED THAT DRAINS NT01 AINEDAPPROVED SEDIMENTONE TRAP CONSTRUCTION SEDIMENT BASIN. 4. ENTRANCE/EXIT 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. Project Description The owner proposes to perform grading of a proposed building site on a parcel containing approximately 9,7 acres. The total area of disturbance on the parcel is approximately 6.0 acres. Storm water runoff will discharge overland to a temporary sediment basin. Existing Site Conditions The site is currently vacant. Slopes range from 1.0 % to approximately 22.0%. Adjacent Areas The site is bordered on the east by residential property. To the south is the Route 522 right-of-way. The area Ic) the west is commercial Property zoned B-2. The land to the north contains the Route 37 right-of-way. Off -site Areas No off site disturbance or construction activities are anticipated. Critical Areas The storm sewer structures under Route 522 will be protected from siltation during construction by a combination of sediment basin, sediment traps, and silt fence. Erosion and Sediment Control Measures 3.02 A 12'w by 70'1 temporary stone construction entrance will be constructed along the proposed access road to the construction area. The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require periodic top dressing with additional stone or the washing and reworking of existing 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 waiter 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 area as a first measure of construction. Silt fence will be placed at the proposed toe of slope along the entrance where the fill slope will be extended for the basin. 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 made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 A straw bale and gravel drop inlet sediment filter will be installed around each of the proposed storm water drop inlets immediately after installation. The structure shall be inspected after each rain and repairs made as needed. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to one half the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. Structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 3.08 Rock check dams will be installed as culvert inlet protection at the upstream ends of culverts. The dams shall be constructed Course Aggregate No. 1 and Class I rip rap. Sediment shall be removed from behind the check dams when it has accumulated to one half the original height of the dam. Each dom shall be checked for sediment accumulation and functionality after each storm event and repairs mode as required. Any sediment deposits remaining in place after the dams are no longer needed 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 downstream perimeter of the work area. The dikes will be constructed with on -site materials and will be seeded with the temporary seeding mix immediately after installation. The dikes shall be inspected after each rain storm and repairs 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 constructed in accordance with the typical details and dimensions given on the plans. The trap will be constructed with on site materials and will be seeded with the temporary seeding mix immediately after installation. The trap shall be inspected after each rain storm and repairs as necessary. 3.18 Outlet protection will be provided at the outlets of all permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 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 denuded 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 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 June 2000 through May 2001, 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 Ryegrass 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/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/oc 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all 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( 1 40lb/ 1 000sf). SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Toll fescue 60 Ib.oc 97 85 Red clover 8 Ib/oc 95 65 Ladino clover 8 lb/oc 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegross 12 Ib/ac 98 85 Winter Rye 12 Ib/oc 98 85 May 1 - Aug 31: German Millet 12 Ib/oc 98 85 or Feb 16 - Apr 30: Annual ryegross 12 Ib/ac 98 85 Mulch: 1.5 ton/ac 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 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 owners 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 are restricted to the parcel area and the Route 522 ROW SECTION A - A NOTES: 1 DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2 EMBED THE BALES 4" INTO THE SOIL AND OFFSET CORNERS OR PLACE BALES WITH ENDS TIGHTLY ABUTING. GRAVEL BACKFILL WILL PREVENT EROSION OR FLOW AROUND THE BALES. 3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BY- PASSING THE INLET EXCAVATION OF A BASIN ADJACENT TO THE DROP INLET OR A TEMP- ORARY DIKE DWNSLOP OF THE STRAW BALE/GRAVEL RUCTURE MAnY BEE NEOCESSARYE DROP INLET SEDIMENT BARRIER 45" FIELD -MITRED END FLOW ORIGINAL GROUND ELEV.-I DIRECTION OF FLOW 67 CU. YD. 1 ACRE DIRECTION OF FLOW 'V DIRECTION OF FLOW - VIEW LOOKING UPSTREAM NOTE EXTEND ROCK DAM TO MATCH EXISTING GRADE ADJACENT TO CULVERT TO PREVENT FLOW AROUND DAM. VDOT # 1 COURSE AGGREGATE rn CLASS I RIP RAP 8 f t --- SECTION A -A CULVERT INLET PROTECTION ROCK DAM : ?� I�•=sue.:. 67 CU. YD. /1 ACRE / /ORIGINAL GROUND (EXCAVATED) L/ L ELEVATION COARSE AGGREGATE ** CLASS I RIP -RAP ** COARSE AGGREGATE SHALL BE VDOT N3, #357, OR #5 TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL TOP OF BERM ELEVATION = 813.00 --�{ 6' MIN. PROPOSED GRADE 2 1 2 1 24.00'- 15" 0 RCP ® 0.83% 2 1 3'-5" 120' PLAN INV = 805.40 r. ELEVATION 3' - 0' \TOP: VDOT DI-7, GRATE A, TYPE 8 (2'0 BARS) TOP ELEV = 812.25 EX CULVERT I FLOW D 11 i-� -III-III-III=I i _ I '- STONE CULVERT ID L W D STONE d50 MSD STRUCTURE 1 (1) 18" 0.8 15"0 POND OUTLET 2 STRUCTURE 6 15' 12' 15' 0.8 STRUCTURE 11 12' 10' 15 0.8' STRUCTURE 15 2 NOTE 1: EXTEND RIP RAP TO INLET OF ROUTE 522 CULVERTS. NOTE 2: DISCHARGE TO STRUCTURE 1 RIP RAP. PLACE AS SHOWN ON THE SITE PLANS. CULVERT EROSION CONTROL DETAIL NOT TO SCALE FINAL BACKFILL CAREFULLY COMPACTED SELECT BACFILL OR CRUSHED AGGREGATE CRUSHED AGGREGATE OD TYPICAL STORM PIPE BEDDING DETAIL NOT TO SCALE INSTALL 8' FLEXIBLE DEWATERING PIPE ONTO 10' PVC OUTLET FOR SEDIMENT CONTROL DURING CONSTRUCTION. OUTLET CONTROL STRUCTURE 60"0 STANDARD PRECAST CON( OUTLET CONTROL STRUCTURE MONOLITHIC BASE 60"0 STANDARD PRECAST CONC. MONOLITHIC BASE (1')-10"0 SCH 40 PVC INV 805.75 OUTLET CONTROL STRUCTURE DETAIL NOT TO SCALE ELEVATION TEMPORARY DEWATERING OUTLET DETAIL TEMPORARY SEDIMENT BASIN CALCULATIONS TOTAL DRAINAGE AREA = 9.0 ACRES WET STORAGE REQUIRED = 9.0 X 67 CY = 603 CY; RELATIVE POND ELEVATION = 811.0 CLEAN OUT SEDIMENT @ ELEVATION 809.5 DRY STORAGE REQUIRED = 9.0 X 67 CY = 603 CY; RELATIVE POND ELEVATION = 812.25 811.50 Z O W J F- J wQ 0o W O o � Z O Z U w Q wa m 03 oldM 0 O w w Z Q 0 Z Z_ C7 W ., w U Z O U � Y U_ Z w w U W F- IXLJ U_ ■ JN O N ■ aQ) D cr) O N r0 0) C6" N I� In r L-, � p N cD N co W o 0C) o 0 J -0 �> Ln Lr) � O m (n v v . W �°C- 0 0 0 U U ILL ZN O a a 'f H OF D OHN C. LEWIS a No. 21621 N�A7;6ti�G`�ww S��II, in- ONA DATE: SURVEY: 17MAROO no SCALE: DRAWN: SHOWN PLC C.I.: JOB NO.: no 0002004 DWG: SHEET: SS-SHT3 3/1 / EX. EOP IT E MARKI 3-2' GAP AS HOWN RKIN HOWN WS /WN / .=W( 51 7,18 /'`X /^O 5 CD //�,' \'GUYst VN CONC DITCH //ES-1(REUSE EXIST G) / `' // ' PROVIDE TRENCHING AND INSTALLATION OF/ 3 SCH 40 PVC TELEPHONE CONDUITS GASLINE 0 IN=808.82 () FROM NEW RISER AT EAST PROPERTY LINE. BY OTHERS \`. \\ ►- w PHONE COMPANY WILL SUPPLY MATERIALS. 6y\ \\ U O_ INSTALL TURN-UPS/PULL BOXES AS / o \ \\ \ \ p a ►- DIRECTED BY PHONE COMPANY. BURY �� \ Z Q_ �1v / CONDUITS A MINIMUM OF 24". PROVIDE O 4"-SELECT MATERIAL BEDDING WHERE \ �a 1� \\ \ ` u ca ROCK IS ENCOUNTERED IN THE TRENCH. / \ \\ w W ` / 10 \\\ \\\\ / / 1i?'fE\\N � 0 0 Q d ~ ® 20 81%5"0 RCP DI-36 ES- 1 r =INV IN=81 TOP816.00 cp, (3) SCH 40 PVC INV IN=812.05 \ PHONE CONDUITS P / INV OUT=88t7 � \ � \\.� �P• FLOOD LIGHT (TYP) LM MH RIM=820.64 / EX EOP 'j" / / '/ \\ INV.=8 W 1.02 j/ / 15' UTILITY ESMT. / ' \ ® Z / BOLLARD LIGH END AISLE STRIPING \ o /� INV 816.95 pwPP/�� / 20' OC( SEE SHEET 9 P G L P) \\ �2 \\ / 48" CMP ) ` J U) 20' FCSA SEWER & WATER ESMT 0- EX STRIPE r ,4� o � / / 15'R 5 R(TYP) \ � / fp o 00 / 40'-3"0 PVC \ O N N CD . / / / 1 11�R�R�GATPION COND 18 15 R `\ O• 45' FIELD MITRE O i /ES- 1 ix a / j POWER INV IN 816.40 , }• Q INV IN=807.20 SEE SHEET 9 FOR ROUTE 522 IMPROVEMENTS o / / cF 32.00'-24"0 AND ADDITIONAL STRIPING AND SIGNAGE REQUIREMENTS '0TEL. RISE - "IR O STOP SIG / /� 1 J RCP 0 5.94`1; o• /-G 1 �" r 1 C'R �� / 8'R % WPP COMMONLTTHH OF V GINIA PERMANENT < \ / NV IN=810.00 (2)40 -4" SCH 40 P�}C S°�° p HC S R \ TO BE ABANDONED OACGTI6 AT ON FROM CG 7 48'- 1 1 /2"0 PVC SPARE CONDUIT - (} '6 �`� O' r /� � URB RETURN POWER COND. � TEMPORARY 36.00 15 O RCP 0 2.089� 9 15' DRAINAGE EASEMENT CC C� 20' 48'-3"O PVC MF PLUG TOP=810.00 r DI-3B IRRIGATION COND. �® 00� / 40.00'- 18"0 RCP ® 4.50% - --- ES-1 � O r G 28'-3"0 PVC "O INVdN=805.30 `- h 9 a IRRIGATION CO f �1D� �oUT=80 0 / INV IN=808.10 I _ _ _ o i o, \'S 12 FFIC \\ _ HCR 14 s / \ \\\ \ POTO AC EDISON CO, RIGHTS OF VA. SIDE OT 7A i/ <v J 96ILLA LIG / 10 ECTybN a0 / 41. 9'-24 15 OC P) / \ Z F POWER LINE (DB 332 PG 564) CP HCR 35'R r 10' DRAINAGE ESM /�/ - STO IGN O Clj, a0 8 \ � Q DI-36 TOP G PV ® 2.00% 2 i L�-r� � , �-� -RC 0.53 -.3C 35'R 1 s�ov r - PV X4 P FCSA Z \ Z CR/ TOP=810.00 - _ 24 O P L= `0' - 3B 32' 3" C P OV O / ® \ INV IRRIGATION ND. \ INV IN=8�04.76 _ INV IN=808.205 SA % - 151.52'' 8 USH & R TOP t�.6Q L= -� O 5'R (TYP) t8 FOR DO P 8 � / � SPpT LT. TYP. ,, �\ 0 � INV OUT=804.66 ` ) - POI OUT INV I-809.25 A TOP- 14.00 p 1 1 /2" OPVC �a INV OUT=807 70 I I CRa' } O• TO CURB - \\ 8. 0 S SIDEWALK _ - �p 4 INV IN 09.00 9) V IN=810.00 POWER CONDUI / U Z N oo INV OUT 808.50 IN OUT=809.90 Op MA"o nASTAIR: RAIL 00 \`� 78:74'r.1�"� RGP 0 149 \ �, GYP O`ti. Q' 24.00'-24"0 `J cr (-TYP) FH AS . ' � � RCP ® 0.83% o! 20' SEWER ESMT. � / / PR, ENTRgNGE r,.j. CMF N 28'-3"0 PVC 12:5'F _ CO wo, m Z / ES-1 0 120'-8"O SDR-35 IRRIGATION COND. INV OPT��07.50 o PVC ® 3.20% ` r 6 PROP. SAN. MH LIGHT (TYP ,O 10' ENTRANCE WALit 'YR \ w V l '18.60'-24"0 BOLLARD LIGHT ® 8 / i l \ F- TOP= 14.50 O i RCP ® 1.00% 20' CC (TYP) �:, -* D>�AiIr,AGE EASEMENT 1 O PHONE COND \ ES- 1 EX. INV=803.88r/`1�� 18 GASLINE /w c'. 5' \ \ Z Y FLOOD LIGHT t;TYP} INV IN-804.60 G INV OUT-804.38 I W / _ �, t 0' O BY OTFj&R$ 12X6 TAP BY (� V POND OUTLET 1' CORP.-STQP SE-€ FCSA NOTE._ 5._-ON SHEET 7 �1-• O +� - --- ___-__------ 5 8' METER - - / 6Q_36"� PP ®0.83%- - - - - ' = _ - _ - _ _ _ - - _ _ - ._ _ FOR IRRIGATION) EX, � \\\ -- �" i x TRB _ -- _ _ _ - _ - 8 `SAN. SEWER (TYP.) x °o w j BUY W UY t 20' WL ESMT. W •� X. 12�M rW ROX. LOCATE _ �r / P w _ _ _ 1AH RIM=$14.28 r _ M ES- 1 1 -12 T BY ¢,LAI 436.65'-36"0 CPP ® 1.269e' INV IN=812.5 INV.=805.85 --- _ _ - �❑ � O ------------ _ -- -------H ASSY -- - - -- a --- _.--- RIM=817 ) 5R i / MH- --------------- _ g T INV.=B TOP=811.00 P=817.7 ' INV.= 99 y> IOUT NV S-=806 00 ?/6 5 (TYP ) 5 06.10 a 1 INV I UT$ 81 1 60 t g 1 O'R •�� \ �� �, � 1 1 / OPVC Off, � ATCH EX. EOP(TYP) \ �RCp P ER CONDUIT ® p REMOVE ENDWALL AS 1(T ` `�� ° 409 2„ CORP. STO \ CR 5'R(TYP 2 N EXTEND PIPES 8' EACH `2 WATERL NE T i PROVIDE 45' FIELD MITRE(TYP) '� `� \ �9 Op 2" METER U DC �:' \ ' • +� �p w _ �s a D 8X6 TE ? i n U) 0 N re) G �'y' h`1 KG TYP ' oo L 1.5" SM- 2A 3" BM-2 8" 21-A COMPACTED SUBGRADE H EAVY MF 2" SM-2A 6" 21-A COMPACTED SUBGRADE NOTE: HEAVY PAVEMENT SECTION TO BE APPLIED TO ACCESS ROAD AND MAIN TRAVEL AISLES TO REAR OF BUILDING. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL PARKING STALL AREAS. ON -SITE PAVEMENT DETAILS NOT TO SCALE LIGHT 12.5'R 1c, I 3" TY COP WL �� 0 N In to k ` S , FH SSY LOADIN RAMP BOjAARDS 8.2 N N N �`� .64 30 R SPACE 15X45 G O AS AS REQ'D 1 Q 0 � W-o SEE CONSTRUCTION NOTES ON SHEET 7 k 9 � XFMR a 74' � ��� TOP=818.30 L/GE 53•84' `L� 17. � � INV IN=813.40 �' �- ``� Op O INV OUT=813.30 _`_''� .� _ 3'R C k 0 { L E (iCP ® 0.54 4 O L _ W �s QU) TRASH PAD ENCLOSURE C`� CGS Flo ��1 x --��� O 0 O 0 I I i i `� RETAINING WALL SEE SHEET' 8 - (n Q INSTALL (1) 1 1/2 OPVC" _ DI-1 GUY"-- WP_P __---- r LL f i+ k of RIM=818.50 O N CONDUIT FOR POWER '--�1 O' RE�OCATE GUYS Z 35 OO _ INV OUT=815.10 O INSTALL (1) 4"0 C DI- t �-_ 2, 8t CONDUIT FOR POW R k COORDINATE W/PO ER CO. RIM=820.00 INV IN=814.50 FROM ROOF) k��- �cim INV IN=814.37�114) INV OUT=814.30 f INSTALL T NS ALL (i) 4 OPVC �-..,� 1 i i I i I CONDUIT FOR POWER k---__ GUY II COORD /W POWER CO. LIGHT PAVEMENT LIMITS NOT TO SCALE k 4.45' k --- -`'�=� -ft. HN C. LEWIS 9 ktPF No. 21621 it oho +� ' ti / ONA1• �G i 30' 30' 60' 90' ' r� DATE: SURVEY: 17MAROO M&L SC,4L _ �3O SCALE: DRAWN: 1" = 30' PLC C. I.: JOB NO.: 2' 0002004 ^� WPP DWG: SHEET: SS-SHT4 4/1 1 GUY / / I / \ \ _ /82 / / ten► / / / / i / // ONC. DITCH / / I / / / ' / is \ RM 2 � :2 21.0 \ \\ BERM \ \ \ \ O �\ / •(nt.r) (�� C / a / I ' Rg k°, / TC \ 24.2 \ \ \ \ \ \ \ } 4 i \ RIP TIC if110, BERM / / \ \ o10 \ \\ \ \ \\\\ 0 TIC 19 0ERM / J rMF I \ / J SO if IT OVA• / V / J � SO71 J /1 C // / A 1 ' / /�' BERM F� 13.5 / °' 1 TC LP-TC \ 14. / o / cP ' TC °� a 1 �,TC _ P� \� all a1 4 7 \ - - - BRUSH do ROCK OUTCROP RM / / 1 .2'loll \ \\\Tr' 10 TIC I \ TC' `f BERMBER l \ 19.0 TC ro \\ \ INSTALL WA R- / 18 +� TIGHT LID ai / \; • \ M �� / \ 3 \ LM MH RIM=8204jj4 / \�r Y ui O TC INV.=809.19 � Z .- .=.06 TC T \\\ .\\ \ INV809INV.=811.0 \ \ 1 Q C 1 7.4 T \\ \ jz / I V �(a14.95) \ \ J co 7.0 TC / 2 .4 \ \ // �� �8" 1lC�A1P a � 16.5 TC TC / 20' F SA S WER &�AkR\ES�'T `\ 0 N 1 TC 'C 9 \ ZTIC 17.6 1 TC 20.1 \ �.� co TC C `` / TC / • 1 .5 M2 / COMMONWEALTH OF VIRGIWr4kRMI�ITC 17.0.9 TC // 13 ' DRAINA�E EANT\ \ \ �' TC 1 % TC . e 19.7 20 1 \ 1 18.0 TC 816 �1 TC 1 a TC o t 7.6 TC TIC TC / . � TC 1e 17.4 TC 1 / g BERM17.5 5 T / J ` \ POTOLC EDISON C OF V� W m M 3 40' TVMMING SIGHT EAC$ I� \` 17.0 e� • C / / / o - •% N \\ \ �2 Of P R LINE 6 2 �i�\ 6�4) \ , W TCTC / `= TC r 16.6 / / \ C 1 O , TC .3 TC \\ \\\ \ \ \ Z TC 14.7 g 1 1 14 TC TC �. �O 21.8 TC TC "IT _ /r \ \ i \ 1- / � =asm = zpol_ T9.O ` \ Z W- '' • '-f X�8 _S!W` SEWER -P)-'- - _ •° ^' (TY 1 2 -� / � / F 00 o TC U Lp 12 W LLJ X Ix MROX. LOCATION R f�7Fi0$.(3� _ - a - - -g = _ _ _ / 6 ° 21 . , _ -' Mf OD 1 _. ••s INV.-805JAWP .85 L j - _ - - _ _ o� � _._ � � ,:- -�' .._ - ..0 1�- RIM - --- - ---- --- - -- _-- - �-+ -�� `-------- O 1 o NVR180gg8.6 / , T ---- _ _ ---_ - 11 1 C -- TC J INV-80799 / 21. TC 47�_ _��s I \ l / W TC T HA(T �. \ - ` "�,` , - - - - - - i ° _ - _ cr- �.i I ---" \21 95 .01 TC 0 1 .6 20.6 21.1 ;11� 2 • (S TIC --- - \\ - 3 o C 1 - _ TC x• / Q) N d) Ln 21 S - BERM / - - / / TC 4 L N N k . T 2 43 T _18 cD T TC 2118 - -r" _ �- ;1 / 0 0,0 C) ui 21.2 XFMR P ° f o 20.4 20 1 0 / I 4 1 L 21. m c_ BOULDER PRESERVATION S, k '� ' N 19 7 --- i 0 DURING ROCK EXCAVATION OPERATIONS, THE OWNER'S REPRESENTATIVE _ WILL SELECT BOULDERS FOR PRESERVATION. COORDINATE PRESERVATION k`_ _ ' �� _ C ;� x , U S 10 EFFORTS WITH THE LANDSCAPE ARCHITECT. MOVE BOULDERS TO ON -SITE k�,� ���; - TC 0.0 ! _���__ 3 H- LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT DURING FINAL S�k�_ r TW ?4 �? C TC - - ^�.! N GRADING OPERATIONS. POWER -WASH BOULDERS TO REMOVE RESIDUAL SOIL. k_k 2 Q 1 - /^ \ O PROVIDE AN ALLOWANCE FOR THIS WORK IN THE CONTRACT BID. �� �► - 826 x_- TC 1 / ✓ k 82-max_-k ? 1 _ GUY - - - ��PLTH Op `f 0 •- �- H S a No. 21621 IPF 0 �wW \ AI ONALO� ; ; ; ; ; ; SCALE- I " _ `30 ' ; ; ; ; ; ; ; �, DATE: SURVEY: 17MAR00 M&L SCALE: DRAWN: I 1 " = 30' PLC C, I': JOB NO.: 2' 0002004 DWG: SHEET: SS-SHT5 5/1 1 n15 n16 n17 n18 825 820 1815 810 805 i!! 825 820 1815 810 805 in (2) n n 0 PROPOSED EXISTING PF O PO S E D C 0 N _D, il-__---- ---- - GRADE GRADE "r C,___ 352.0 -36"0 CPP ® 1.19% PROP GASLINE ./ 436.65'-36'0 CPP @ 1. 6% f \--60'-36"6 CPP 0 0. 3% 0 0 '_ W m °O a clf � a w L w m LLJLJ p W p W O O cn w F Oc) Cn f- O J_ W (n w Z J O J , Q uy w J = (6O 00 O 1 fV r — L iY Q W � J L tD 0 00 F_ W 0 V) ;-0 Ljj Q 3 F- Lli w I I i Q O III Z Z Q Q Q Q it cn 3 O 0- cO O 3 0 a U) 3 z O » � rn> ch X > Z w + +W w +Z+ 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 BY-PASS CULVERT PROFILE A RETAINING WA EXISTING-.- - GRADE - -/ PROPOSED RADE .-- ' STONE APRON '' - PROPOSED CONDUIT r---.-''- :��216 7'-15"o67.92'-15"4 1 36.33'- 15"0 RCP 54 RCP 0.40% RCP ® 0,54% o M cy- 00 W Q < 00 J � w 00 w 00 00 LJ w � J 00 a w Nw O _ Fh L+- L- O _ O O m0M f0 M Q Qf r N I �� 00 t- w I o0 (n O 0o II o 00 00 II O 11 w O 11 N II [I D D c¢!t 3 I I ti O ZO _ rn Z _Z O N p X X O > c >> 00 >> > 0CV > ww +Z tl +ZZ + KZ Z + Z 825 825 820 820 815 815 810 810 805 805 1.01416101 i!!!!!!!!TM 825 825 820 820 815 815 810 810 805 805 PROPOSED EXI TING GRADE GR DE poll-- 743.79'-24"0 32. '-24"O RCP ® 5.94% RCP 0 1.00% 28'- "o RCp a 1.00% STONE o 0 0 0 APRON 00 00 II a II 0- II 00 J II J co O O O m BCD m ON N ui 0 I O '- 0 O� 0011 O 000 II 00 w O O O III z0 rn IID z0 z o O � + Z z + ZZ _ + ZZ _ Z + _ 17+00 18+00 19+00 10+00 11 +00 SITE ENTRANCE CULVERT PROFILE (6) n n (9) 0 825 820 815 810 805 ON EXISTING PROPOSED GRAD GRADE i 17 '-24"O RCP ® 2.72% w n- a v N 0 O `- �X r� w O Ln 7 II t 30 O i If w �o O II O p O > N r + Z + EXISTING BADE PROPOSED GRADE PROP. GASLIN 0Z 777,1. 151.52' 24" 0 RCP 0.53 0 18" 0 RCP 1 .14% PROP. GASLINE 16 00'-15"0 R(,P ® 2.81% 2 '-24" o RCP ® 0.83% STONE AP N 0 0 0 0 M M 00 00 00 °° r, 00 a oo rn o 0 V)L NU-1 N N J 00 aQ ui 3 II J 00 �� � J Liter C) W v' 0-� O O o m 0 c i o m O 00 o aD Q I Cn I O 000 I N o0 to N I 000 000 000 II t— 000 000 11 oo 11 co II w ao N w p 11 0 11 II _Z _Z O Q c/) 0-411 Ln II ~ ZZO II _Z O II r Z 0 II r-, Z 0 O> It N >>> W r »> Ln>> -t» (0> + Z + ZZZ d + KZ Z + ZZ +ZZ + Z 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 10+00 11 +00 12+00 13+00 ON -SITE CULVERT PROFILES 14+00 15+ 00 10+ 00 11 + 00 ROUTE 522 CULVERT PROFILE \ 7 / n7A $� n8A 825 825 820 820 815 815 810 810 805 805 pf G . f 40' -18" P ® 4.50% 0 N M 00 ^ a a- 00 mcr V)V) J ch� WW O (36 O O r O I oo00 �o 00 o0 11 W o0 p O II II D C)II ZZO OZ O O + ZZZ Z 10+ 00 825 EXISTING GRADE 820 POSED - 815 810 805 i!! 36'- 15"4 R P ® 2.08 00 II co (7) o' of c~n c~n 00 �Q M 0000(n o0 o0 11 w ZZ0Op II + zz z 10+ 00 w 0 J o W a c V♦ W � Q cr O W J F- O� Z Z_ Z_ � 5 5 m� W Z U = LL. a O U cr le wU cr U W X LL. 0 W rY a ■ 0 JO N a� O N M -�rnrn N to to �■ a� I I � d (S) (D 0 W 00 '�,O O O '} J � o m _1 v o E O U N U L.L ZN 0 M Q a TH 0 L� 'Qe C. LEWIS No. 21621 TONAL DATE: SURVEY: 17MAROO M&L SCALE: DRAWN: SHOWN PLC C.I.: JOB NO.: no 0002004 DWG: SHEET: SS-SHT6 6/1 1 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 utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediotely notify the engineer and take the necessary and proper steps to protect the facility and assure the continuonce of service. 2. The CONTRACTOR shall hove approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at oil times. 3. Cut and fill slopes sholl not exceed 2-horizontal to 1-vertical unless otherwise called for on the pions. 4. Controlled Fills. A. Controlled compaction sholl occur in oil fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 95% of theoretical maximum density as determined by modified proctor-ASTM D 1557. 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, beginning from the existing 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 scorified and compocted to o depth of 6 inches to the some density as the controlled fill to be placed thereon. E Fill moterial shall be token from approved borrow areas. it shall be clean soil, free of roots, woody vegetotion, oversized stones, rocks, sondv soil, or other objectionable moteriol. 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 6 lsovement rnoterials called for on the plans refer to standard VDOT designations. 7 SENCf•MMRK. top of sanitary manhole at Stine's Chapel - elevation = 825,95. 8 Ail rodii indicate edge of grovel, edge of pavement or face of curb as opplicoble 9 Where plans Call for matching existing pavement in the public right of way, the CONTRACTOR shall provide cut joint or osp,"It overlay as directed by VDOT. 10. All disturbed R.O.W. monuments ore to be reploced and verified by o 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 sholl be installed to ovoid spill -over onto adjoining properties 16. Water service will be provided by an extension of the Frederick County Sonitation Authority water main located on the site. A flow test was performed on February 22, 2000 on a fire hydrant lactated at 1418 North Frederick Pike. The results were as follows: static pressure: 55 p_s.i. open now: 1061 gpm residual pressure: 40 p.s.i. FREDERICK COUNTY SANITATION AUTHORITY NOTES t . Water and sewer lines ore to be constructed in accordance with these plans. The lines sholl odditiono4ty meet oil requirements of the Frederick County Sanitation Authority (the "authority-). 2. The CONTRACTOR shall coordinate with, and orronge for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines ore to be coordinated with the Authority's inspector. 4. The Sonitation Authority maintenance deportment is responsible for the installation of water meters through 2" in size. Before a permonent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bor; 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/contractor's responsibility to hove the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines. a. The location of the service lateral is to be coordinated with the Authority's engineering assistant An application for service must be made and fees paid before work will begin. b. The Authority shall furnish and install all 5/8". 3/4", and 1" water services. c. For 1 1 /2" and 2" water services, the Authority shall make the top and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d The Authority will install all sewer laterals. 6. When on existing water main is topped for the installation of a new line. o the Authority shall furnish all labor and materials to make the top. b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins): (3) mark the location of the top; 94) make final payment when the work is completed. 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard No. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double check valve backflow prevention ossembly or o RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. 1 . , r Swoob OowryoYWo• 12-GC b e• pbcw m op eta. oalscfnr aldMMd Olio bbe eerd 0I-3A-38-3C1 d•ete4tle•far3or.b •�fie't•; � bmarlep cMcrel• le p•mM wllbr„•nl ep�ylpry e/tt'•4'•hd ep�r 41w nerved Vllrl•�w • leld le bete ow- ` _ E•oeron ,pail EnsWw bbe- or 2' <-c ei W'tw t•4•l --- cw c eS"d •I YYwI F.wn. dC_ f 0-t • �..Y.. e y i..I rr 0" r t ....» f. In. A _ �e r 3�t_ _ truosE onuEs a.""wwe, IL fr II ee,e D Gtrw, ro. (a_w f0 _�yr• A tiet t_1 ,/'iI• be iteon le Y.Yl.bd Y IbYr GA s sum u.e, OwHw ,. N •• trio lM Ilea dewll ' i'--r eLAN'"'y" l-e'-f'---� ter, '`,►. �- lib -� T lees brbb M weA r„Oy •e111Wn,n eeKe CYM M wpMew. Pie• �'-.- IO, flee it, eoppf s 10 b orb w cwil, drw prlw -sere E r`"A1 20 --Y6-j r r: --{ -- --- - ••••«• ----� r� l-l•� secTON 6-0 I I AI e wttr.4 rw 4wM See 0 -- --1, .Amer W .... tic IF f Y>f Into A 4.tt. it...,. ttbee be vow t•re - _ ' 1-b- 2-,'1 Ct-3 t Cc , slodwderIFRONT ELEVATION liw. / Attie, Nw be wd Me, t.. r Witte bet• Ids,« ,wr•dl wM Cr-t 6 CG-t Potter. efwwe Ilor d..,. Wtl, d o•4arb, .egn•M b be IeeW a 1 0 A n we 1-1 ,nt ,N•r l 01 IM Du, IWi HYan w•Ogtt +w,er,o, wtttttt •y pipe •1yelwr O,P, Irr oWlerl It -a 12 eM11H IIOId.ttre 1 ttw,eel sew He b M ,watt✓I.rl. wNerl or w,e ratios• Y,Aw be ,Paptte win Cww„ ,Ion. ,e •eyeh r plvn•tett ttWl • • • e0'w �•wr (rye Smeere nlettt be -weeled .rn -1. wow b p•vM tt,a„dwq P pa,bp At .Ave n tti ,InK nrrtt Two - /• • , e. lem.Heir w 1°•I' coil Iva -1 VW. V Mete be -kwi•d n er P.. AIl to, we grucw• wtt /w 0 OS ,.ch n_wber • wrN -r W K-, swot w .uereeeee wit ele dewrle 0- w Iw4.er• <bin oncnwed I"Inly ,o t'�- t; r'-1 t• llew.e a...,ta-w , pr ererenerw,e enA 4„er,relee Iva see.• w Ilrwr td t +,ttHM N lewclw. -____-- -- SECTION A -A DI-3A 01-39 DI-3C r- c -I t o --- r-- t ------------- weT r.:..� t, r e rw _pr. For w b wet l M r w rWr ,M udte Y be tt}relwnloel w,..uttree . web we .,en .. to eeeeed a wewewee r 1 � 1►, Is, Tew ttn, r wYsl w ettanl M •+ww. The H'eMlWlen tads. on IM etelldwdtt old weC1l.w M M IMM e,ll be wtttt alive • n tt• ttwr•e . we I.e w r e7 see •.wttYM DE TAA WHEN U/E0 rdeettwed hem eve N,•r1 0l rM owlbll pro• b Ina rep of fib ."we pion -H' L•lyt r - (LI sum, a N eew, N •nel.4IOJAGENT TO CURB OIAwn•att oe aDwo-off onq to slfrrwllne pv,pows one lee ocieW d.mwlon• WITHOUT VUTTEA wY1 bet d•Nr-d q riot corlt'ac lie (rem tm,d condil.PH ,+. H wee a era' IMdw, ewe er I"YI ., r• N .neeee „ •ww« ..y"wewwee ttwe T,w •.w suer be w.awl « w M r.a. sheet I of 2 STANDARD CURB DROP INLET --SPECIFICATION 12'-301 PIPE MAXIMUM DEPTH (H)=8 REFERENCE VIRGINIA D PARTMENT 233 p/E I 302 1040 TRANSPORTATION cost in place access door, centered in top (see note 1) -\ varies 2' max. I It property line (see note 2) roadway box 2" type K Copper tubing (no joints r^y from main tr, y curb stop) coe with corporation orprsration water stop main bvll valve curb stop - with PIP ends,, with 2" gote Volvo operating nut CUTOUT DETAIL typical 8- concrete 0, D, Ford FC HH 77 HC - 1 58 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished / grade riser section for 4' diameter manhole with cutouts u solid support blocks under custom "(ter stone bedding NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1R3030 b) in traffic area - model no H 1 R2424 2. Water service crossing street shall be encased In 6" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk. across the street, to one foot beyond sidewalk 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCT08ER 1998 24e cwtitilluIlly compsded stone o r. aggregate 1/2 O.D. 8" \ concrete CONCRETE CRADLE general baekfill B 1e 1 ed e' carefully compacted -- select backfill O.D. - r•IY I,I Iti -__ 6" concrete CONCRETE ENCASEMENT et wwoo 5' dia schedule 'n - 3' Ietel nk,e tow w 11 I T mr Me end permed T tI W w MMAAVRAIUL PM rrroMwT ASOOK1► I Q. a e' deep boMor pole IM,EIsM et1 off Wish METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in Oa Non-Troffic M32C-PW TroffIII: A32MH - T 24 in. Dio. Non -Troffic MC-30 (Frame) WITH RML-I-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4' with top pointed b ue meter cover set 2" above tin. grade prior t 8" varies as required to sodding 11�11� corporation 18•_yl� stop 3" stone bedding rr►eter b F.0 S.A y surrounding box --meter box (check - tang I valve 36"min. with droin valve 45' 8"min- � II ball valve U ----� type K copper tubing, continuous without Joints from water 10 2 tt. main meter -_ main F,• stone bedding METER SETTING PARTS line size meter size y°ke an, yoke pall valve °ogle check valve expansion wheel 3/4 5/6"a3/4' Y502 BA94-223W HHCA94-323T0-G EC-23 I 3/4" Y504 BA94-344W MHCA94-323M-G EC-23 I" 1" Y504 8A94-444W HHCA94-444TO-G EC-4 ---,transition to meter setting as required curb ec gutter �St - _ yi Y c M a O k of ' c INSTALLATION NOTES: mdewolk 1 Exact location of meter box assembly" w.w. to be approved prior to Installation 2 Water service crossing street shall be Y I type encased in 2" da. SCH40 PVC or M ° 3 K `:.copper SDR21 piping. The piping shall run from 3/4" type K c one foot beyond sldewolk, across the copper for street, to one foot beyond sidewalk _ single meter installation 1%3/4• Wye DUAL METER INSTALLATION 5/8 , 3/4 & 1 METER INSTALLATION Figure 5 AMENDMENT NO 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 nr- I f IitiTLG M.w• ... n be resided Fs MtiM w S/l,T-I s-w..er Its 1wYwre 1$spa Joe we be 10Fw Meew , death ve w ! S '. 2,-. . sullen IpeaHbd 0.0ble Ifs ir,well b he ddMIl N 1 • tab^ In o - - _ cctsl llslte .11A ardtN Pb. Is-- 1 The Wt, of N N S • d • dews, Ae4eng" ate pbCMp M tnawrtole Ineanbl b tr A A A I t6e.t 7e.P 00" is b tt rrlcW�M ei Ills Jim@ d0 for eve amo � IV � � tV 1A :,1!1 It• 12•15'I e Y 21' MM ow10Me TN, Item may be IwwCMI or Co111 w DKK4 - N NIVM , . . �- All coat m oboe torKfoe IO be Clo„ A3 For precoet 3� s« slYwr ro3o3 Th@ JI' uoer„- oho- on e. SbnaDrat tad wet Hied i. on 1M (din, nil be r Mwed rrom IM 1 11 Of a. our N SECTION A -A fall prye bee bD of IM seuclwe ftt% M dw,wft oM oe qom~. onb to •,I.Iwllne PrlpaeK wd the _ , • �z. T•--'Y �i atNol aYlwJx id Nail be OetwrMmd by it* Conlra<ta 1 rrom btW candltwm w711 Iles Ywr of it. .0a pipe a W. elan PLAN e 4 er'Srnoan lwwr• S -I`P • 12 CONCRETE OUANTITIES FOR MIN DEPTH We benewi d eve /,rwcrlde, rti -1-0eW ,e,c.,ee hole I Wol• n.mwedl C-C b be pbce0 w an area Attlee"' 12. coot pros. 1440 Cu Tdt Cor,cml• •NI be ltleoed elth C.-O ma tar b pr~ ,ledrq • weep h 12' tt 12 pious bOeee IG d 10"I rar,eh 10 prevMt IS Corr pipe - I.528 C, Title,C-cmle a Iw,b10 of ~ In the ,trwtwe, Tito Nei le Cbth li4' "V o• Valgwted steel -re. seltbmenl to ter, doe - 1620 Cw Tdtt rarren 0. Ynw1 M,lit,t Aires be t'd'rd n vie I+tcd bed tie m,nentrm .we Ilia 0 03 Inch. I bw 4 1, Bair d dN Qh o 2".A no" Croy be 24',xnc pge Le 17 Cu Tel CII-WHI • � ,.sun wdwee clan orrr,orb fwmty to ,evieed Sew 90rdad T-DI.3.4 Ads 0 40 C. ,ee pet add,llond tool of dW$h Oaterdl of 111-CN8 etele/to teOlet -- SECTION STEEL-}-i SECT044 CAS IT WNIT WN Z•_6 i, NOTES ` 3 -1 N z .z z-r Lup to be Or le IL own �l r U /ury oHerr,o,e method, o/ onU,alape, C I1�1 �rII �n1 11 Cmwrng the approvol of the Enit'i,i , ! V mar be oerll h. rM cot non ___._ OD,loroi I�(JJ7f Ilj{Jl(I sue, a tno.n Mreo. -N weld 43.t1be 46!33IbL ^ Brae Rrbe 1 __ m all COnlletlal, matter, "'a Ixekriy N 1 it ce11w.ill" V U 0-4 vSTEEL CAST __- 111� }�Iielhgl l; ^"[I-' ��I.. T Z• 1 , 4 Sod Shea. _ 4' Cwwclore __ _ j SECTION C C TI zi APPROXIMATE WEIGHT SECTION 8-8 DIMENSIONS Foe .ail ee CAST IRON 171,11I.T 4.olt 5631 to IN DETAILS OF COLLAR AND GRATE 10401 STANDARD DROP INLET 12t- PIPE MAXIMUM DEPTH(H)t10' VIRGINIA DEPARTMENT TRANSPORTATION SPECIFICATION REFERENCE 233 302 PROPOSED GRADE EXISTING GRADE 8" C EAR 96'-6"m PVC WL W W I- A X LJ Q to i'J ¢ C) + er In L 2 1- It 0 F V CD O7 Z cc O O OF 11 ON + + + + 10+ 00 11 + 00 WATERLINE PROFILE BUILDING SOUTH SIDE SCALE HORIZONTAL V = 50'i VERTICAL V = 5' 815 E:w�•] J_EXISTIN% RADE ROPOSED RADE or 36" ItAN. DEPT OF BURY 82'-8" 0 PVC WL w J 0 � W L7 Z W J J ¢ J °° W (N O U L. > to co A r ¢ Z if i W na Ja I- is w 3 0 cNi iu Co ¢ a �D X Z x I- _ J L`" J I (L1 CID W ¢ O (� X OM•• IT 1- H Cu X Z 00 W + + + L1 _ + 10+00 11+00 WATERLINE PROFILE BUILDING EAST SIDE SCALE: HORIZONTAL V = 50', VERTICAL V = 5' "LITHONIA HYDREL 9100 B MH-150 120 WFL 34 BB" OR SPOT LIGHT DETAIL NOT TO SCALE SPOT LIGHTS SEE SIT PLAN FOR LIGHTOLOCADTION(S) PROVIDE FOUNDATION AND MOUNTING SYSTEM PER MANUFACTURER'S SPECIFICATION PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS. "LITHONIA KBE6 50M R5 208 RPB12 SF DDB" OR EQUIVAL BOLLARD STYLE LIGHT DETAI NOT TO SCALE (33 BOLLARD LIGHTS REQUIRED) SEE SITE PLAN FOR LIGHT LOCATION(S) PROVIDE FOUNDATION AND MOUNTING SYSTEM PER MANUFACTURER'S SPECIFICATION PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS "LITHONIA KFL2 70M 120 SF DDB" OR EQUIVALENT FLOOD LIGHT DETAIL NOT TO SCALE (II FLODD LIGHTS REQUIRED) SEE SITE PLAN FOR LIGHT LOCATION(S) PROVIDE FOUNDATION AND MOUNTING SYSTEM PER MANUFACTURER'S SPECIFICATION PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS. now manhole base section -slob-S tl. existing line DETECTABLE EAF WARNING MARK[ TAPE (TYP) COMPACTED BACKFIL EXISTING GRADE i_• :•• 795 EXISTING GRADE PROPOSED GRADE / / 20' 8" 0 PVC 3. 0% W A L7 > W 04 Y ¢ Z N W J Co Z 0 Z W 0 = (n•1 CDo J J a- IY Zo110 CY W 3�gA sr ? U? 1_ °° 3 vWi Co I- I- j w °° > Z Lie v' Z o CID-1 ¢ U II ZCL r. Q W II ¢ d l7 C1 0 ru ~ c Z ZX CD + t- Li- �� + �. -. fu 10+ 00 11 + 00 SANITARY SEWER PROFILE SCALE HORIZONTAL: V = 50'i VERTICAL V = 5' 3/4"x16" THREADED ANCHOR BOLT (TYP) COORDINATE SPACING AND NO REO'D PER STND MANU tOPOSED GRADE ----------7 I a 8 1 I ° I I oo too I d I 8 24" DIA L----------� REBAR-3" MIN CLEAR 2ETE(3000 PSI) r #5 REBAR 0 8" CC EACH WAY 4' BY 4' CONC. BASE _ITHONIA BV2 250M R3 208 RPB12 SF DDB" OR EQUIVALENT INGLE OR DOUBLE STND AS REQUIRED PARKING AREA LIGHT DETAIL NOT TO SCALE SEE SITE PLAN FOR LIGHT LOCATIONS) ALL LIGHTS SHALL BE POSITIONED TO PRECLUDE DIRECT ILLUMINATION OFF -SITE. PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL. PRIOR TO ORDERING LIGHTS EXISTING GRADE COMPACTED BACKFILL PLANO SCH 40 CONDUIT (TYP) 4"0 SCH 80 PVC CONDUIT (TYP) repek 1lLTn.K1a ••NXNX:•'::1P,AlANNKI�I ••1g1M111 ••'NNKIAK ••4c'XKK. oaOp m - 6' stone bedding 3"� 13"1 sec tion of line to be removed-______._____ ------ -- #4/0 AWG BARE CU GROUND CABLE CUT IN TYPICAL CONDUIT SLEEVE DETAIL TYPICAL CONDUIT SLEEVE POWER OR C❑MMUNICATIONS DETAIL NOT TO SCALE NOT TO SCALE ICI '' ^^ WW W YI W o J Z 00 X F N . r :3rL�SIMMONS ' IM C) U w J F- F- W Q V Z 5 5 m W U Z Li O O U IAJ U Z W U W W o W LA_ a 0- • 0 O N ■ a °) V) 0 N N � I� 0)+' r CnN tttttttta. N � to I 0 I U) p N Lfl N c� W 0 0) O 00 O > to 111 MJ p - >` m v W `) LC�. L 0 d E 0 O U V) N U LL ZN 3 ~ sommilms tr) a a N O Vr HN C. LEWIS a No 21621 rO�6O��`SiS 4� -IONAL _ DATE: SURVEY: 17MAR00 no SCALE. DRAWN: SHOWN PLC C. I.: JOB NO.: no 0002004 DWG: SHEET: SS-SHT7 7/1 1 SECTION 1 - SCREEN WALL SECTION 2 - RETAINING WALL -UNFINISHED CMU 1 'X 1 " ALUM. FRAME 30L AND TEXT AS REQ'D DADING ZONE EQUALS 8' WIDTH ESSIBLE" (4 REQUIRED) NEL (TYP)-COLOR DNZE ER MANUFACTURER SPEC. IDE SMOOTH GROUTED FINISH NAL GRADE OSED GRADE X 20" J-BOLTS ,'H TO FRAME PER FACTURER SPEC CONCRETE FOOTING ADA SIGN DETAIL NOT TO SCALE _EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS 4'-6' (OR AS SHOWN ON PLANS) 1" NOSING(TYP) EXP, JT. MAT'L 4" CRUSHED STONE —' (3000 PSI) 4" CONC —� 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK/CURB DETAIL NOT TO SCALE 4' (OR AS SHOWN ON PLANS) 4" CRUSHED STONE -J (3000 PSI) 4" CONC —� 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE yay 4,_6" (OR AS SHOWN ON PLANS PAVEMENT - 8" TURNDOWN 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5' Min. CLEAR) TURNDOWN SIDEWALK DETAIL NOT TO SCALE PER PLANS-�{ 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5' Min. CLEAR) TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE ALIGN SIGN FACE WITH FACE OF "^^ 4" PER ?' FROM FC END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE OR 5' NOTE. ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, L❑UISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 1-1/2' DIA. STANDARD TUBE STEEL RAILING SET IN 8'L x 3' DIA. STEEL SLEEVES -GROUT FULL PAINT DARK BRONZE LOCATE RAILS AS SHOWN ON SITE PLAN VERTICAL SUPPORT POST ® 6" CC WHERE REQUIRED �-3000 PSI CONCRETE 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) #4 NOSING BAR(TYP) SEE SITE PLAN FOR REQUIRED NUMBER OF RISERS _EXTERIOR STAIR DETAIL NOT TO SCALE CG-6 C❑MBINATI❑N 6v CURB & GUTTER NOT TO SCALE (SEE VD❑T (CO-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) -6"->I` 2'- 0"- CG-6R—REVERSED C❑MBINATI❑N 6" CURB & GUTTER NOT TO SCALE � 6 14" CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST 6 CG-2 HEADER CURB SURFACE BASE SUBBASE THIS ITEM MAY BE PRECAST OR CAST IN PLACE NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) BRICK CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC. BOND BEAM W/(1) #4 GROUT -FILL CELLS @ REBARS STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) CONC. BLOCK (4"X8"X16") 4" SPLIT FACE CMU-EACH FACE PER OWNER SPEC. #4 @ 24" OC x 0 #4 @ 24" OC #4 @ 24" OC` 3-#4 CONT. 3'-0" SECTI❑N 1 — SCREEN WALL TOP OF WALL = 827.80f CONCRETE SLAB NOT TO SCALE BRICK CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. TOP OF WALL = 827.80f CONC. BOND BEAM W/(2) #5 PROP. GRADE GROUT -FILL ALL CELLS STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) `' 61 CONC. BLOCK (12"X8"X 16") 00 PI PAINT PER OWNER SPEC. I CI 0 6" 0 STEEL PIPE FILLED W/ I 6' CONCRETE PAINT TO MATCH GATES 1 #5 @ 16" OC - CONCRETE oSLAB C( lli 0 2 • I I ,� FIR)18'I �� I PR, #5 @ 16" OC I � I ,� BO 14- #5 @ 24" OC #4 @ 12" OC „ 18" 0 CONC. FOOTING W/ BOF 4'-2 (3) #3 HOOPS ACC BOl SECTION 2 — RETAINING WALL —UNFINISHED CMU °oE NOT TO SCALE BRICK CAP -SLOPE TO DRAIN COLOR PER OWNER SPEC. TOP OF WALL = 827.80f CONC. BOND BEAM W/(2) #5 — GROUT -FILL ALL CELLS STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) CONC. BLOCK (8"X8"X 1611) - PAINT PER OWNER SPEC. 4" SPLIT FACE CMU PER OWNER SPEC. #5 @ 16" OC o CONCRETE SLAB I 18" #5 @ 16" OC '-2u #5 @ 24" OC #4 @ 12" OC 4'-2" SECTION 3 — RETAINING WALL —FINISHED CMU NOT TO SCALE GATE HINGE DETAIL NOT TO SCALE GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINT TO MATCH GATES) 6" 0 STEEL PIPE W/ CAP -FILLED WITH CONCRETE (PAINTED) ;TEEL 'SLEEVE' SLIPPED )VER 6" 0 STEEL PIPE `ILLED W/ CONCRETE PAINTED) ;3 X 4.1 GATE FRAME Tn A C`I I rnlr'`I MC'`I IMr— /Mr-77 A TAITAIr' \ ! Al I I A vnl IT NOT TO SCALE 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. 18 GA. STEEL DECK PAINT DARK BRONZE v I 0 STANLEY #1010 STEEL 18" 0 CANE BOLT -ONE PER GATE CASTER -ONE PER GATE — GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES TURNBUCKLES ELEVATION —TRASH ENCLOSURE NOT TO SCALE � U Q o 0 w = cl) O z z 11 z I J -J d 3 0 z z w (n J Q W W 0 0 cv z ~ Z W Y/ o U cwn 2 W J W ..,■■ W F- � U o W Lv J z I J J Q 3 z z Q W Z O Q Z Z I 0 � 5 z -3O m La lW Z D O V U ui Z W U W W a xM W V- ■ O o N ■ aa, � O N t� N U-) 0 � o�� N N W u 0 '�, O 0 C) O -aUO � � o . m a) � C _v W L D � L O L Q ._ (J1 O U ZN O Q a TH OF o ti HN C. LEWIS No. 21621 ��0�go,��ss '11�e. ZONAL DATE: SURVEY: 17MAROO NA SCALE: DRAWN: SHOWN PLC C. I.. JOB NO.: NA 0002004 DWG: SHEET: SS-SHT8 8/1 1 \ VDOT SUBSEQUENT SPECIAL PROVISIONS T 5 \ 1. All patches are to be replaced in accordance with the following regulations and as shown on Figure 1. CG-7 2'R • �a 2. The will be required to replace the surface and base of the roads included under this in accordance with the Roads ° \ permittee permit 1 1" 1' and Bridge Specifications and this Special Provision. - •• ' , •.. ; 0!i • 3. Bockfill material sholl include a minimum of four (4) inches bedding materials (sond be approved soil compacted to the bottom of subbase layer (Type 1, Size 21A or 216). or #57 stone). The entire backfill The balance of the backfill shall shall be free from wood, ! ®wr decaying material, asphalt, concrete, ice, frost, large clods, stones and debris. FIGURE I • � � _------------ _- _ - _ - The bottom of the curb and gutter may be constructed 4. BOckfill material sholl be compacted to a minimum of 95% of the theoretical maximum density at optimum moisture content, as _ parallelto the slope Of sub- surfacroce courses provided surface o determined by VDOT testing procedures, use mechanical tamping throughout the depth of the trench in six (6") inch layers to insure that minimum depth of 7" is molnlomee ""r ads uate support is provided for the subbase layer (Ty adequatepe I, Size 21A or 21 B). EX MTTNO PA This area may be concrete 5. It shall be the option of the Resident Engineer to request and review the bockfill compaction test results and/or authorize an inspector of the option or the contractor-' /^r-•„•+,:,«„+.�.. - - -+ / to monitor the compaction. ....................... .......... _......... ............................ This curb shall be used when design speed Is greater than 40 H in Rural highways and 45 MPH in developed thbon and Suburban when combination mourtable curb and gutw is used, +tie standard Enhance dons or 0 have Connection tpr Street tmersectrons are to hove the mountable curb configuration Incorporated Comb ess (3 ng a oring o ad us Note C C gutter h radius of 300 or less (otang face of curb) shop be paid for as radial combination curb 9 6. Cuts in roads with Surface Course (SM) and Asphalt Concrete Bose (BM) shall be or 218 aggregate compacted to 100 percent of the theoretical maximum density at replaced optimum with ten (10") inches of Type I, Size 21A moisture content covering the entire trench (A MIN Or 1 1 MOOS. When INS standard Is to be tied Into existing gutter This item may be precast or cost in place width in addition to bench of six (6") inches from all sides, this layer sholl serve as / ' six (6") inch minimum thickness or match the existing base thickness, shall be placed subbase. over the An Asphalt Concrete base course (BM) of subbase A surface asphalt concrete 21AORB MIN'I / END -SECTION 12"-60' PIPE ws ad ao WhN wfd-""'horfe ssieofaaoYrefenr-Metidnt �-, MINA OYER FASPHALT Til I 4000e1PSItMan o be CON(.SURFAA CE COURSE TYPE (STNj PLAN C --t- a Jr d MMI ASPHALT CONCRETE BASE COURSE te�rc TYPE (Btyl) *- T f TYPE I SIZE 21 A OR B AM 1 ('OMPAC1ED TO 10174 MAX DENSITY I AT CN'T1MUM MOISTURE CONTENT -- ^- D-E --1 SECTION X-X END VIEW Darner curb, thehorfsthan is to be mode withinf 10'or the change In standards mode of regular course of a minimum of 1 .5" (SM) sholl be placed on top of the base (BM) covering the trench width. The asphalt concrete surface course L-e. �_� ._._ oDef+lrtgs concrete 0 be ecClass A3 if cost In place, shall be slightly higher(1/8"-1/4") than the existing surface to provide a smooth rode into the existing pavement surface. SIF ECTMATERIAL BENCH filPSI- a000 d precast 9 Y g 9 P g 9 E X STRIPE TYPE I CBR 30 APPROVED SOIL OR SELECT' MATERIAL / 7. Cuts in surface treated roads with aggregate base course shall be replaced with the some layers as roads with asphalt base (BM) except BACKFKI '-TYPE 1.CBR3000WACTEDTO95% / Y (Type ) ( ) ( ) Y ( ) keeping MAX. DENSITY AT OPTIMUM MOISTURE 1 / the subbase to er T e I, Size 21A is reduced to six 6" inches and the BM layer to four 4" inches but still kee in a six inch bench. QQ COMFNT PR STfIcfPE The surface course shall be a surface treatment matching the existing surface. t•IPE SPECIFICATION / �� COMBINATION 4" CURB 81 GUTTER REFERENCE PR. EOP Y _ VIRGINIA DEPARTMENT 105 / 8. The cut to be bockfilled sholl be made as dry as practicable at the time of backfil►ing by pumping, boiling, draining, or other approved I �- ____-SAND ORNO 775n 20�04-� TRANSPCtF7TATION i 502 / / dewatering methods. BED rl PR. SH ULDFR ve MIN. TRENCH WIDTH TO SUPPORT 9. All cuts sides shall be trimmed to neat straight lines and o tock coot sholl be applied at o rate of 0.05 - 0.15 gallon per square yard of --e I O.D.+24•(•) - TRENCH+Box RC -250 pr CAE-2 before placing the plant mix. •FOR PIPE I FSS THAN 12" DIF TAENCN WIDTH MAY BE 36' MAXIMUM 10. Replacement of pavement shall be from edge of pavement to edge of pavement except when individual cuts are made and not SEE UBIIROADAND BRID(3ESTANDMM78VOLUME III covering the entire width of the pavement. CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE TRAFFIC IMPACT ESTIMATE DATA SOURCE: ITE MANUAL, SIXTH EDITION / / 11. Placement of all Asphalt Concrete and surface treated courses shall be rolled where possiblewith a unit having a manufocturer's LAND USE: GENERAL OFFICE BUILDING #710 / / / rating of ten (10) tons, and rolled until the aggregate Is keyed into the bitumen. Where rolling is not possible, a mechanical tomp will be PROPOSED GFA = 60.000 SF / / used. In all cuts stone is to be placed in the trench daily up to a maximum length of 500 feet, at which time the pavement shall be WEEKDAY ® 1 1,01 PER 1000 GSF = 661 TRIPS(509 ENTERING) / / � O �Q / /IINV % covered with a temporary or permanent asphalt patch. If conditions, the contractor shall provide and maintain a base course that is AM PEAK HOUR 0 1.56 PER 1000 GSF = 93.6 TRIPS (80% ENTERING) / � `? acceptable to the VDOT until such time as the appropriate pavement patch can be applied and completion of the Installation of the gas, PM PEAK HOUR 0 1.49 PER 1000 GSF = 89.4 TRIPS (17% ENTERING) / ~ / / / / sewer, and water lines, contractor shall restore pavement in the manner prescribed on the VDOT permit within (10) days. ROUTE 522 LEFT TURN LANE ANALYSIS ! / / / / 12. Contractor will be responsible for any depression grater than 1 /4" that occurs within three years of completion of patching. 1997 TRAFFIC COUNT FOR ROUTE 522 = 17,000 VPD / / ! / Correction shall consist of milling and replacing 1.5" of surface course mix (SM). LENGTH OF STORAGE: EX EOP YEAR 2000 TRAFFIC PROJECTION 0 4%= 19.122 VPD j OPPOSING TRAFFIC = (19122)(50%)(12%) = 1 147 VPH LEFT TURNING TRAFFIC = (93.8)(80%)(75% from Rt. 37) = 56 VPH / LENGTH OF STORAGE LANE REQUIRED = 100' TO 125' PROVIDED: 150' 4" WHITE MARKI G-2' TAPER PROVIDED: 150' LENGTH, 6' GAP AS HOWN-� VIRGINIA DEPARTMENT OF TRANSPORTATION / •► / / / l STAUNTON DISTRICT c 4ELIU4" SOLID YELLOW MARKIN / / I Z (=8P8. XIS ) REV 7/95 AS SHOWN / IM✓ I -8�8.8 �, GENERAL NOTES FOR ENTRANCE PLANS RadialcombinationI LEFT TURN ARR / / ! 6 VDOT GENERAL NOTES: AS S WN / / / L �(, V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST ` EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS. THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS *Radius to be as 6 e AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS shown on pions / APPLICABLE IN THE EVENT OF CONFLICT BETWEEN ANY OF INV =807 3 / / / / THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST A41 t / / J' STRINGENT SHALL GOVERN 's V =86 51 / / I Street approach some k surfacing as main line A, V2 ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. roadway m / DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH '/ /� V. 80718 / ��� / ® ' ` ��% / ADMINISTRATION AND VOSH RULES & REGULATIONS. ---- - - t -- - 4 4" SOLD WHITE MARKIN �f� �J f / �/ 2s AS SHOWN / Q/ ; f v3 WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC -Expansion Joint , N f CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK j ERADICATE EX SOLID j / AREA PROTECTION MANUAL, FURTHERMORE, ALL TRAFFIC Morn tint roadway YELLOW MARKING AS IiZ Q'D / �' / / �� / CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH Note Width "B" ''-0"or of \ / VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. shown on typical section HALF PLAN am / / / / / i i�/ /i V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. \ / A / / / ( / / f //L✓/ / fact of -GWNr HIM \\`✓ �• Gutter HIM Cure tf Sljs $ILNI V5 PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE Main li RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RI HT F W Y I 'f G Q A Whop used in cmµsK lion with Sfandard Cli 3 / / / a CG 7, the two face un thrx Sfonaord 1s to be INV=80,3.85 / EX. EOP /f; �' �/ / eN V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE. A ad"ledtomotrhthe, maunlabtecurb �ml,Iu/atlUf WS OP=891.05 SECTION A -A , / °' ,/•, / /1 PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD rNV=80464 DI -/I/ �� BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE / i RI=807.10 , / %IWP ` OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY - - V I = `, f COMPANIES AND VDOT PRIOR TO INITIATION OF WORK BPECIFICAI1ON N So4.15 X STRIP ��� %. / REI*�RENCE STANDARD CONNECTION FOR STREET INTERSECTIONS NV OUT=804. t 5 -- --� / INV (804.15) L J ,'✓ V7 CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY - so2 VIRGINIA DEPARTMENT \ / ,A y4 / / OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY ! ✓ UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE nut.., Nr NT6T Intl ( ' /E S_ 1 . V Icy=807.20 \\ 48 HOURS NOTICE FOR ANY INSPECTION. INV.=802 86 INV.=802.';(i / / ®, / 32.W-24"O V8 THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING RCP 5.949; ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT C,, PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF CG-1 1 ENTRANCE RANSITION FROM CG-7 A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE STREET+ j7 \ / �� F'�T�} , / / URB RETURN -10' STRIPE, 15' GAP �y FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY CENTER MARKINGS IN AILSE F THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. EXTEND MARKINGS TO PARKING AREA / \ L-6 ELEC YA TOP-�I 00 INV UT=8 5.30 V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED / O INV OUT=8, 0 :1 AND MAINTAINED ON THE SITE DURING AND AT THE END OF \ / RELOCATE TRAFFIC w a CONSTRUCTION. / SIGNS PER VDOfI g >/ RIM=804.57 INSPECTOR DIRECT t+P• V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED 1r INV.=798.z ,i' / 43 -24 22 INV.=798 22 w VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND. I •: _ � ,( ® 00% 10' DRAIN A WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE P ENTRANCE SIGN FACILITIES. DD L--6' V11 ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING I ewe VY END -SECTION DMEjISIONS D" A B D E it 4` 2'-0" 2'-0' (-Cf V-0" IS 6" 2'-V 1'-9' 47- 2'-6" te" ir r-9" Tor Tbw­ afe ge S-7' 2'-6" V 1'-D" ' 5" 1.- 6I 5-0" 36' I' 3" 5 3• 2'-10 ` Sim " 6' or 4Z" 1.9. 5-3" 1 2'-II d-2" V-6" 1` 6' 2'-Y e'-2" 7-0" 54 2-3 OrZ Z-9j',-2C 7'- 6" -1I -0 ALTERNATE END -SECTION 12"- 60" PIPE I ES -I Nub Will a WSW Wife -Meters Spleaeffdaf .read-eeew x1--- --"-------- - E Concrete lobe i - -- - - 4000 PSI Ain ---------------------------- PLAN Slrrl-labrfc I.ntornrrlere� _ __T i i----- D i i--- -- E -� SECTION X-X END VIEW SLOPE DETAIL t>•t•� m" Mea Fi iilk��i[ i �� E4li�ffi•7itiiE e Wa111•oliF W;:r��•i�16� �7i •i rMe 2m �m119NI11111111111! Ei�r•.°II WIM�a Vm E16"a ' NOTE Poo wfsit* uarn of pion, an bo..d on End Sedan Owen Mown - u. 1.11 If the C I,i;rtal el.ctr W uM Ih. atonal. deeien Mown m th. r•afi.1i"tta edl be red vad by fM diffa.fcs n d•naflwl'It". Ir It.q t IIRY ERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT Of TRANSPORTATION I , 1p O a IN$ OWN a rq (eNIIy. at elld Islpry - CY, /1 $ I JO - -7q_ Per d»d1M .Aer. fllseeerM• ---- .e• e•e•se ANTI CMleNfirrlA'Jaw _ _ •e • ' �Idt Ii I'e v f. Cc /t - - - T - T fey /Ar CC r It IW ..NM SM+av h e • .. . r S. Sw•or t) i��i Va morn ooe P 1. low . 4 1 w . G. rrrwf.+ e1N ee S derv! y oo rr. Apr Uri► CCII j cur SANefe •s•o 641 i ryPICAt A1rEANALE AArVAL 1'LiN' 6_- rah► uSL Ar APR1C4AtE SrREET - Y3 + d gas a /7 cc CONNECT IONS AW CONNER•IAL • For cawrercq, Ervrelev IN,wnrt Ceirlere ENrRANC'E S. r N.e, Trot Tldefic Mdoilope 1 RADIAL PLAN C_ r4s 1w swwe Cc1.1 snI to»p J O jet"Jdv Py.v)saa. _ pe. ••c Vr. It B o• a o•ee o0 .d' Sorer+• 6 e!'.' � e •. o. e• i • •.e �' - -- SaM Kr Nad,uel I A ---- f TANGENT PI.AN d'p IseelErRc vlLr 07•.Ier. Srd.CC-3 MF 4 v5e1. NOTES T I I) IM .rlr.xM CNCD . INV 1. it (le)) A J Corr Ne I(1''au A f If pvRd)R.f In )dd1r1/llyv M a v S/eMeA AVed --.- - IopA/..erlr /O OeIM.lOd"de foe. [oel llo Ile eNi1l rlAI,a Ill I.M Iay n1yn0 INV ,q m IwNn r .NM• bufrw )r17/,i M10.1 0 Ild 11,re 1Vs 0)I o Cost In AlOtel 7fe dWMfUM .aN p )Mnm aalded ry W`i 11po1.d epp VW- YeCG 1 -_- 'r --_ 1 rINr14 A-P ift"Aar e,Cftd 0 010.1,r.1n )Np Of Its. W CGe -' - -� rwed flee) dr C✓e aft ro a prided .vvilikeN, .Inn to" frow W &y usrlq Apr' ('e -'we. -_ � nv, solve C"'Ucrim /am.Nn 1Wfed nos. N Harp Now, li ycce)r.rerar .vsr Ac Prabae fen Jewel tiwl M Illd dd/derdro fWed I Of" ¢M be cd,l In (rare dM P'a'MNIr d P�ww'" floor•. Preoel/ cafcl cue trM e be M.e/ A I. SECTION A A rms nor• .fy fir ftoa.0 lire yr 1. 0,ea5 . CAwfo f-MiW a Cary .lair min Jim, e1 riff rate, A'KCsf a Cost In it a ffm•. efldaepA a Ieep'Am AIIN.ff.e concrete aw IVY •! . t RM. • Il r e C✓e 1~ .i. M fe &-d .ry erI fa or rfe Mv'-V f.W Nk- fa n^-01Ar Cord - N.dsww Ca"arr,.vffrf Cencrw Slen.eis ero I'O.Sfie O WeWf. rldM«I. rMelefe MyMa - s.alfr It" fl"MLW �AIMd C✓A.'ode dM pow sav flsnfMov od Ahoy b rue ray we Inald.e In parr. fa Nwarl .eV /f/IY. NIB+, r)wo In raJswrlwlr .Nn Srawd CC ! 10 r CG ', mr ai• f.cr w Mr Sravrd I) at I. olscri ire .-V tir eve I7.41tilfro., --Sf CT 1QN n B M ilcopMW IrW is Mfned e1 a rorI. ,s C✓e A-VU cue rd by Ierer.e w A'-- e+ Ifs arU r a tries A rfe rlgr- JW.Uhrt10p.,I.eN. /Ir. ewe 3" Ies"-w "" W. Iv M garbed a fNa Aweiw .ry..l' w .Mil.eY ,w at -00. 11. 1lplr el T 1T! 11-1 s r-now de/roP•h sko-We M*eMaro-V eN are>a" rf0eerds Of a .q er 0 4111, rdC1" cl MAM a r✓e reps ewdA er .Mr sl/e.en Is .e/sn19. e•u fereN/ drib re,+ M e.W=0, ON&40 Bits I•eeelM r 1v1.I1M wily wy M de r Ml rIsi r�MrMM neel.eN1 .1 IKsn m yyu I /aN.�lm .f•f• .1S dr SAMwer Or OA10 f.w b Jfliy ..&A .Mwt, I•efdf feeme 01 as lell.ri.e A ne fw•rIMa.0 )raw An M .[Bee sew .dicer). saw #iWJ 1.10 a NON p"A.INO i►erMierly /wv1.•fr. A1Wr Mropflaip". CURB RAMP -------__-------- -------------- - KrCAL.fL (PERSONS WITH MOBILITY IMPAIRMLNTS) son -- fIAGAWA i�•A,r N(✓7 OrrRMSAaR7A1,dw sa viaI RM1M ..Ze lit / O TOP=810.00 THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY RIM=$04 64 /< . INV.= 797.62 / R INV 1AP=1904.76 4 DNE. CG5e7 INV CIPT=804.66 i BROUGHT TO WORK SHALL THE ATTENTION OF THE ENGINEER AND VDOT. CEASE IN THAT VICINITY UNTIL AN ADEQUATE 4" SOLID WHITE MARKING - - ` DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED ARROW DETAIL FOR PAVEMENT MARKING 33*4 C ' 2ti \ ` 41p - % (fQ BY VDOT. NOT TO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS �Mp J h V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE + CM INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND � (80')-4" SOLID WHITE MARKING ( 24'0 BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE �> m MV. ( 8 RCP ® 1.00% COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM 4" SOLID WHITE MARKING MH RIM=804.73 " t ES -1 DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN CENTER MARKINGS IN AILSE(TYP) INV OUT=798.20 INV OUT=804. $ PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL INV. IN=798.29 �,/ `�' // INV IN=798 28 � - f _ _ POND OIOTLET WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE / R E SA MH RE /� /j =p�=_ 64'-36 m PP TOR DENSITY TESTS PERFORMED BY DIRECTNON OF VDOT INSPECTOR INV. (795.77) I !' Tom. -.- A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS WHITE DIRECTIONAL ARROWS E I P / t REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WARP GUTTER TO SPILL AS, R D /.%/ // 16 A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR STOP SIGN PROVIDE 1 1 /2" ASPHALT / 1 TO FINAL VDOT APPROVAL. OVERLAY TO PROVIDE A - 'P A SMOOTH TRANSITION TO // /,/ - V14 VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED EX. VMT. / / .�;. / •fC WHERE INDICATED ON THESE PLANS AND FURTHER WHERE - MtHZ-_7 DETERMINED NECESSARY BY VDOT INSPECTOR. / SS TOP-81 1.00 40. 0' a INVFIN=806.1 V15. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN _ INUT=806100 ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT R MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S EX. EOP ' -- fH MATCH EX. EOP(TYP) P RESPONSIBILITY. MATCH EX. PVMT. -"'- - -- 4" WHITE MARKING-2' ' /% /// I \ 481 PROPOSED ENTRANCE LENGTH, 4' GAP AS SHOWN / .n �// REMOVE ENDWALL �. V16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES RIGHT TURN ARROWS ItEXTEND PIPES 8' EACH OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED AS SHOWN ROUTE 522 i a• PROVIDE 45' FIELD MITRE(TYP) STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT /I INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL DISTANCE TO ROUTE 739 = 450'+/- POSTED SPEED 45 MPH PRICES MAY BE OBSCURED. - - / SIGHT DISTANCE - 450'+/ SIGHT DISTANCE - 450'+/- ERADICATESOLID / . V17PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY WHITE MARKING AS AS REQ'D / o yr/ / REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST Y 1 BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S ENTRANCE TAPER & STRIPING DETAIL / PI/Ij` / DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. NOT TO SCALE EX. STRIPE % // OFINSTALL CG I12 RAMP AT THE DISCRETION EX. EOP EX ROAD- 12' 1 4' VARIES CROSS SLOPE CG-7 1.5" SM-12.5A III-III-1 1 1-1 I f I- , 8" BM - 2 5.0(lil l l lil l l l l l 1-1 1 11 1 1 lit I t 1 1-1 1 1I I I I I 8" 21- B 12" COMPACTED SUBGRADE ROUTE 522 RIGHT TURN LANE NOT TO SCALE EX. LANES 12' TURN LANE 1 Z4 I 1.5' SM-12.5A 2.0' - Asphalt Concrete, Type IM-19.OA 8.0' - Asphalt Concrete, Type BM-25.0 6.0' - Crushed Aggregate, Type 21-B 2' 6' 2 1 r � L ROUTE 522 LEFT TURN LANE @ MEDIAN NOT TO SCALE SLOPE @ FILL SLOPE 102 01 t-- CAI W- Q 0 O Z V) Z J LLI Liu Lill X_ a. 20 V) Q N Z Q gal W U m 05 cn 6LN LLI Z O Q Z Z C� 5 D m « W U Z LA_ O O U CY- IAJ U Z W U W W o W 4' a ■ O O N ■ H!n 0 N a) f N N (n p V c0 cO W y U 0, O0 (D =j C O W Z��. Q V) O U N U ZN O - a a TH ;?J�OHN#C.VLvEWiS a No. 21621 61 TONAL DATE: SURVEY: 17MAROO M&L SCALE. DRAWN: 1 " = 30' PLC C. I.: JOB NO.: 2' 0002004 DWG: SHEET: SS- SH T9 9 /1 1 BUIDING 1 MAIN ENTRANCE SCALE: 1'=10' (D / (1)JH / (5 Po - ma (2) (3)PY (3) WV t (1>PC� (�3)PC (4)C IMIC (2)Pc (17)EC L-(5)PM (4) N H- (2) EC- (2)EC r(1)CMf (9) EC .(9) P M r-(4)NH (14)NH (7)PM (3)EC Z S (3)PY r— PR. BOULDERS (lYP.) AS rt Win (4)PM 11)CM r MULCH LINE (TYP.) •\ s/ V 4 ON, 011 - (2)CA )CM (1)CM-� L-(1)CM MAIN SITE ENTRANCE SCALE 1'=20' z (t 10NH �-- (4)CN (4)CN NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRAND TWISTED DO NOT COVER ROOT CROWN. 3" MULCH 3" SAUCER AROUND TREE -� 45° EXISTING GRADE 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. 5'-7' SOIL MJX •,�� ;; \. I MIN. TREE PLANTING SECTION a I�kHiirl I—] I I —I T'T"`-1 11 11 1-1 1 1-1 !Zzmtn� EXISTING GROUND LINE MOUNDING DETAIL TYPICAL PLANTING BEDS (SEE PLANS) SECTION NOTE: PLANT SPACING VARIES -(SEE PLANS) - PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES ALL SHRUB BEDS TO 1 EXCAVATED OF ALL E) TO REQUIRED DEPTH f W/ REQUIRED SOIL MI) MULCH TO BE 3" DEPT COMPLETELY REMOVE A STRINGS, RIBBONS, AN( TAGS FROM PLANT, REMOVE TOP 1 /3 OF A BURLAP FABRIC AROUN ROOT BALL. SCARIFY ROOTS ON BOUND PLANTS. COMPACT SOIL TG SHRUB PLANTING BED SECTION LAWN - MULCHED SHRUBS BULBS/ GROUNDCO\ PREPARED BED WITH FINE B MULCH - MOUND PERENNIAL 2"-3" HIGHER THAN SURROI ® 4" DEPTH 450 FINE HARDWOOD BARK MULCH TO BE MIN NUGGETS, OR SIMULAR, PLACED MULCHING OF PREPARED ANNUAL/PERENNIAL BED WITHIN SHRUB BED SECTION PLANT LIST KEY OTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AS 31 Ace( socchorum 'Fairview Fairview Sugar Maple 2 1/2"-3 cal. CA 25 Coloma rosti ocutifloro stricto Feather Reed Gross 1 Ort. Cont. CM 32 Cornus mos Tortorion Dogwood (Redtwig) 3 Gal. Cont. CN 12 Chomoecyporis nootkatensis 'Pendula' Weeping Nootko False Cypress 5'-6' B&B 4' cc EC 140 Erica cornea IVivelli' Vivelli Heath 1 Ort, Cont. 2' cc FI 1 4 Forsythia x intermedio Border Forsythia 2 Gal. Cont. 8' cc JC 24 Juni erus chinensis 'Armstrong' Armstrong chinese Juniper 2 Gal. Cont. 2' cc JH 105 Juni erus horizontolis 'Fountain' Fountain Creeping Juniper 1 Gal. Cont. 4' cc JS 16 Juni erus sco ulorum 'Welchii' Welchii Rocky Mtn. Juniper 3 Gal. Cont. KP 2 Koelreuteria poniculoto Ponicled Goldenrointree 2 1/2"-3 col. NH 208 Narcissus Hybrids Daffodils Hybrids Bulbs 8"' cc PG 8 Pinus mugo 'Gnom' Gnom Mugo Pine 2 Gal. Cont. PM 242 Pinus mugo Mops' Mops Mugo Pine 1 Gal. Cont. 2.5' cc PY 14 Prunus x yedoensis Yoshino Cherry 11/2"-2 col, PC 24 Pyrocantho coccinea 'Navaho' Navaho Scarlet Firethorn 1 Gal. Cont. 2.5' cc RK 25 Rhododendron 'Knop Hill' Knop Hill Azalea 'Fireball' 2 Gal. Cont. TC 12 Tilio cordato 'Greenspire' Greenspire Littleleof Linden 2 1 2'-3 col. VM 1016 Vinco minor Common Periwinkle Flats (50 pints) 1' cc VB 5 Viburnum x burkwoodii Burkwood Viburnum 2 Gol. Cont. ZS 16 Zelkovo serroto Japanese Zelkovo 2 1 2 -3 col. ALL SIZES ARE AT TIME OF PLANTING LANDSCAPE NOTES 1, Frederick County Landscaping Tabulation: Zoning: B2, Business -General District Landscape Area Required; 15% x 9.7 acres = 1.45 acres Proposed Impervious Area: 3,12 acres Landscape Area Proposed: 6.58 acres = 67,83% Parking Lot Landscaping Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter parking perimeter = 1,070 feet shade trees required=1,070/40 = 27 provided 31 A 3' high earth mound will be installed along the southwestern parking perimeter to prevent headlights from shining onto adjacent properties in anticipation of future subdivision. No berm will be provided along the Route 37 ROW due to the elevation difference between the roadway and the proposed parking lot, Interior Landscaping Required: 1 shade tree per 10 parking spaces total parking spaces = 240 shade trees required = 240/10 = 24 provided: 27 5% of interior to be landscaped interior area = 81,459 square feet required interior landscape area = 4,073 SF interior landscape area provided = 7,273 SF 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 3• Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers, Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 7 Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 8. Locate trees a minimum of 3 feet from walls or walks, if possible. 9, Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double -guyed with 72' hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2' x 2' x 72'. 10. Use shredded hardwood bark mulch in all planting beds. 11, Remove all tags , twine and containers from installed plants. Roll back burlap one third on all B&B plants. 12. Plant substitutions are permitted with consent from the Landscape Architect. 13. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area, Remove any turf, weeds or other vegetation completely prior to installation. 14. Plant all materials in their appropriate season, The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation, INTERIOR LANDSCAPE AREA (TYP,)= PERIMETER (TYP.)= 1,070' PAVED PARKING AREA (TYP.)= 81,460 N.T.S. �1 Q Q 0 Z OQ ZJ CL w JZ W LLJ FQ- oLA � W 0 Q Q W U Z �M W Z J Q w J Q W Z Z O C� s Z 0 r� � r m Z W_O V2 U Z Y W U U W W Ucy- W 0 Ir a 0 ■ J° 0 (N ■ N OC6 N � M � Q) N 0 0 - I , UJ J p, 0 00 d'0 o. Q) m � c c o � WV) �L aW O U V) c N U l° ZN 3 ~ 0 a a o���PLTH op `f�c o � JOHN C. LEWIS a No. 21621 4 A;oo& TONAL _ DATE: SURVEY: 17MAROO M&L SCALES DRAWN 1 " = 30' PLC C.I.: JOB NO.: 2' 0002004 DWG: SHEET: SS-SHT10 l o/1 1 ie 0 X Pc,7 1p x X �k "4��r 1p ( I I ) Pp X 1p X 02 X PP Ap x X lt� X Q� `� . �11 / / 04 `N gek<-O' / ,�0 co 1 ' x 1� 4 °eQb X `b 1S O I _o k' x v \Q X G� f / 00, 1001, X X kP Q'i x l�1`ti1Q� I �lQ / / ` P -� L�00 y1QG < 20' 0' 20' 60' SCALE 1'=20' 2 I I I z a. W a W � V) U) z U) Q J � Q O � m 0 o LLJ J t-- W Q Z Z O cr- z S 5 m j r O U Z Y 00 W W U ir li 0 ■ O JN ■ w L N r'') Di cn Q) N N N N W Y �� o °' o 0 ...I > Ln � o - m � c 0 E W s�-. �s a�n U N U V)LILI ZN 0 Q a o�4�pL'fN OF G f�C) JOHN C. LEWIS a No. 21621 0.1`�SsGti�w ZONAL DATE: SURVEY: 17MAROO M&L SCALE DRAWN: 1" = 2' PLC C.I.: JOB NO: 2' 0002004 DWG: SHEET: SS— SH T11 11 /1 1