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Home My WebLink About39-05 Site PlanAIRPORT OFFICE PARK BUILDING HEIGHT: PROJECT: AIRPORT OFFICE PARK OWNER & HELPER CONSTRUCTION AIRPORT ROAD (ROUTE 645) DEVELOPER: 567 GLENDOBBIN RD. OPEQUON MAGISTERIAL DISTRICT HIGHWAY) WINCHESTER, VA. 22603 COUNTY OF FREDERICK, VA BASEBOARD (540)662-3630 0 FT. CG -6 Contact: MR. DAVID HELPER ENGINEER\ PAINTER—LEWIS, P.L.C. SURVEYOR: PAINTER—LEWES, P.L.C. APPLICANT 116 SOUTH STEWART STREET FLOOR AREA 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 = 131.38 SPACES=131 SPACES WINCHESTER, VIRGINIA 22601 (540) 662-5792 = 6 HDCP SPACES (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. Contact: ELLIOTT RITCHIE, JR. PARCEL INFORMATION: 19,320 SQ. FT. DOWNSPOUT PROPERTY ID NO.: 64—A-450 (0.4435 ACRES) EOG SITE AREA: 4.8668 Ac. 81,092 SO. FT. EXIISSTTINFpRGLp ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT 8-2 BUSINESS GENERAL DISTRICT PROPOSED USE: OFFICE SPACE CURRENT USE: VACANT ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 4.8668 Ac.=4.1368 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. BILK. SETBACKS: BC BOTTOM OF CURB FRONT: 35 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. BASEBOARD SIDE: 0 FT. CG -6 PARKING: CIP CAST IN PUCE CONCRETE OFFICE SPACE: 1 SPACES PER 250 SQ. FT. OF FLOOR AREA PARKING REQUIRED: 32,844 SO. FT./250 SQ. FT. = 131.38 SPACES=131 SPACES CMP HDCP SPACES REQUIRED = 6 HDCP SPACES PARKING PROVIDED: 162 SPACES W/ 17 HDCP CLEAN OUT LOT COVERAGE: BUILDINGS/STRUCTURES: 19,320 SQ. FT. DOWNSPOUT ECP (0.4435 ACRES) EOG PARKING/DRIVES: 81,092 SO. FT. EXIISSTTINFpRGLp F.F.E. (1.861 ACRES) FDC CONCRETE AREAS: 12,174 SQ. FT. (0.279 ACRES) FACE OF GUTTER TOTAL IMPERVIOUS AREA: 112,580 SQ. FT. F.L.S. FIRE LANE SIGN (2.585 ACRES) F.A.R.: F.A.R.: 32,844sf/4.8668(43560)sf = 0.1549 < 1.0 OPEN SPACE: 4.8668 Ac. — 2.585 AC. = 2.2822 Ac. GV (99,413 SQ. FT.) HCR HANDICAP RAMP (46.90%) LANDSCAPING: PARKING LOT LANDSCAPING: 6" HEADER CURB PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) HEATER 1 Tree Per 2000 SQ. FT. Of Impervious Area 5% Interior Landscaping Islands INVERT IPF Proposed Parking Area: IPS IRON PIPE SET 1 Tree Per 10 Parking Spaces LOW POINT PROVIDED: 1 Tree Per 2000 SQ. FT. Of Impervious Area: MLP 81,092 SQ. FT./2000 = 40.55 => 41 TREES (Required) MULTI—PRODUCT DISPENSER MP => 41 TREES (Provided) MH 5% Interior Landscaping Islands: NDC NOSE DOWN CURB 81,092 Sq. Ft. X 5% => 4,055 Sq. Ft. (Required) NLT NO LEFT TURN => 7,904 Sq. Ft. (Provided) NO RIGHT TURN Proposed Parking Area: NOT TO SCALE OHE 1 Tree Per 10 Parking Spaces CHIT OVERHEAD TELEPHONE 162 Parking Spaces/10=16.2 => 16 TREES (Required) PL PROPERTY UNE => 16 TREES (Provided) ZONING DISTRICT BUFFER: Category "B" buffer along adjacent RA zoned, single—family residences. REQUIRED BUFFER: 25' inactive buffer PAVEMENT RCP 25' active buffer R.D. ROOF DRAIN 1,037' Full Screen (3 plants per 10'=311 plants.) PROVIDED BUFFER 25' inactive buffer SAN. SANITARY 25' active buffer SEWER STD. Full Screen with 333 plants (3 different species. A deciduous, opaque T.B.D. evergreen screen, 4' min. height of time of planting, in a 25' wide TO BE REMOVED landscape easement. TO BE PRESERVED or PROTECTED ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE PROPOSED BUILDING—MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF—SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. RESPONSIBLE LAND DISTURBER CERTIFICATION #I: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CONSTRUCTION & MAINTENANCE OF ALL THE LAND DISTURBING ACTIVITIES AS SET FORTH IN THESE PLANS. TRAFFIC IMPACT ANALYSIS ITE TRIP GENERATION 7th EDITION ITE—GENERAL OFFICE BUILDING #710 WEEKDAY: 11.01 TRIPS PER 1000 SF (32,844 SF) T = 362 TRIPS; 50% ENTERING, 5D% EXITING AM PEAK HDUR: 1.55 TRIPS PER 1000 SF (32,844 SF) T = 51 TRIPS; 88% ENTERING, 12% EXITING PM PEAK HOUR: 1.49 TRIPS PER 1000 SF (32,844 SF) T = 49 TRIPS, 17% ENTERING, 83% EXITING HELPER COONSTRUCTIOON AIRPORT OFFICE PARK AIRPOO RT ROAD ROUTE 645 SHAWNEE MG°,MSTEG3 FGiEDEMCK COUNT' FREDERICK COUNTY FREDERICK COUNTY, VIRGINIA PRESTON PACE III ASSOCIATES LP TM(# 64—A -45C PG. 02 ZONED: RP USE: RESIDENTIAL ' 55 / Helper Construction Company, Inc. 4.8668 AC TM# 64—A -45D �/� / ' • \ INST# 040015129 ZONED: 82ING USE: VACANT 3 �L M371MC7 9 W OLlZlMMA VICINITY MAP 1"= 2000' tvvEN \\ *% \\ INVIC. LLC \ '4 TM# 64—A -45K \ `� INST. 3 \ `. ZONED:ED: M1HT1 USE: COMMERCIAL PROJECT OVERVIEW 1"=60' \1\ LAWRENCE \\�\\ .6RAMT P tMti0NE51oE�P /__ 1. V 52 �'iQNEos�oE"ta�- L RE NPR g1 JPN� 6k -IPS ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BILK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG -2 VDOT CURB CG -6 VDOT CURB & GUTTER CIP CAST IN PUCE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DLOL DIAMETER DS DOWNSPOUT ECP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXIISSTTINFpRGLp F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.LT. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INCINCREASER NV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT LT. LIGHT MLP METAL LIGHT POLE MPD MULTI—PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC CHIT OVERHEAD TELEPHONE PN POST INDICATOR VALVE PL PROPERTY UNE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CAN UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET •00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8' PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHEET 1/14: COVER SHEET SHEET 2/14: SITE LAYOUT PLAN SHEET 3/14: DRAINAGE DIVIDES AND EROSION & SEDIMENT CONTROL PLAN SHEET 4/14: SITE GRADING PLAN SHEET 5/14: SITE UTILITIES PLAN SHEET 6/14: SITE LANDSCAPE AND FIRE LANE PLAN SHEET 7/14: ON—SITE STORM SEWER PLAN AND PROFILES SHEET 8/14: ON—SITE WATER MAIN PLAN AND PROFILES SHEET 9/14: ON—SITE SANITARY SEWER FORCE MAIN PLAN AND F SHEET 10/14: PUMP STATION DETAILS SHEET 11/14: Edd NARRATIVE AND DETAILS SHEET 12/14: VDOT NOTES AND DETAILS SHEET 13/14: WATER DETAILS, SANITARY NOTES, AND GENERAL CONSTRUCTION NOTES SHEET 14/14: STORM AND MISCELLANEOUS CONSTRUCTION DETAILS 0 HELPER CONSTRUCTION AIRPORT OFFICE PARK _ _ AIRPORT ROAD (ROUTE 645) O_ ZONING ADMINISTRATOR DATE RITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF PUNNING DEPARTMENT APPROVAL SITE PLAN VALID FOR TWO (2) YEARS FROM DATE OF FCSA APPROVAL PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: officeOpainterlewis.com JOB NO.: 0404035 SHEET: June 14, 2005 1/14 Latest Revision Date: January 27, 2006 EROSION R SEDIMENT CONTROL KEY \ ©IM 3.02 TNPUPD—W STONE 3.05 SILT FENCE ! >♦--y--N—� 3.01 STORM DRAM N ET PROTECTION 3.08 CULVERT INLET PROTECTKIN-SILT FENCE Its 3.09 TE PORIM' DIVERSION DICE 3.13 TEM T SEDT ENT TRAP RAP i 3.18 OUT -ET PROTECTION ap 3.19 RIP RAP 3.30 TOPSORMG)- ^� 3.32 PERMANENT SEEDING 3.38 MULCMIIG / SEE SHEEP 11/1 v / FOR SILT TRAP DETNL 0/ w 10 "9 / vs Ic ! \ \ \ ti 2 NMI FIRST STEP IN THE CONSTRUCTION // ��•�� \ \ • \\ `V IMP PROCESS SHALL BE CONSTRUCTION OF THE PROPOSED STORMWATER POND. THE POND SHALL ACT AS A SEDIMENT TRAP DURING THE SITE WORK. // •.� , " �� ii \ f^�.. h \ P �2 A W . // ` 4 • \ • �., /�/'//�/ yrs r° ?pja\� \ JIlt 29 / / / `� ' /i// \��\�\ ��\T�\ In 7a W to a p W a aev0 �N W Z zE (7 0 O U J p W H \ I Z � \�I � \ a. LL. va W A \ ♦ �M ? - / / X20 8�@ / 73 / \,;► / \ \ / / a~y �� / O ti jr Lu Wi t \ o 17 3: i Lu v25/ v® Pill 2 uj a LT �► i v Tr fl o 25 \ d b�I I i / Ni - \ 2 F/fILT EX A51%l4Lr I / / Z fX ASO AREA C: PAOWM8' AREA P.NAINC APE4 w / 4 S EE / T 11 /+ /AREA: 0.7211 c, = ;9n\ 7\y tiTx 0,,•!/tc/ 1 — _ �28T2�26-vz% a2e.�--�– T _ , / ry / No. 18260 49 � - - - f- _ � - - 124- _ � - I - - -72e- 722 EX sha- SURVEY: SG —/F -�REC 1:& COUNTY ROUTE 645 3TOH L S' Z CUT45 .: l AMORT ROAD AREALI.2§,� i�'i — AiRPORT�R. .. I. . _ .___ DRAWNLBr: JOB NO. M4035 II SPEED UMR: A5 M.P.N. C s 0.60 jL SPEED as Y.P.H. O 30 90 SCALE: DATE: 1 100' T'0 IX. APARTMENT COMPID( ENTRANCE 330' TO PROPOSED HOTEL ENTRANCE 1100' TO IX. APARTMENT COMMEIT ENTRANCE J70' TD PROPOSED HOTEL ENTRNICE III SIGHT DISTANCE _ 1,580'+ (TO RTE. 522 INTERSECNON) SNAP DISTANCE _ 528+ C t1C = 5 Min. SIGHT DISTANCE _ ,.580•+ (TO RTE 522 NiIER5EC,10/1) SIGHT DTSGNDE 'NIT — �. — _ — — _ _ _ _ = ,•_30' 05/25/05 /IIlll .CTC `/ �\,/ �E1' E0�=/G�-_.—_—___SHEET: — — _ _ _ % J Scale 1 " ft 3/14 / OZL - oLEi �L �- ' ----�) I /ea _ \ 7 T----_9SL--------- --- / I i\ \ alttsIns�S expels Ic .'1 I / OCK I 9 �� •� of�G �Ka*' ( ez5 \ \ ��'\ r 5 a LL i• AVMWT* . PRDaP��F9Fy Zg� \\\\\`\\ \ \ \ \ \\ � � � � � •-. Y) 9 , { I TNG I \ \ \ \ \ \ \ \\ e I a4rn'TI J PROPOSED OFFICE BUILDING H \ PROPOSED j 932C� gq!F t.11G mcg 0 o o I 1 Y• AREA: 1.932.00 Sq. Ft. \ AREA 1 : 3g Max. JC a HG .F.: 35' Max.\ F.F =730.70 4° JC Z w m- mm `6 •� F.F.-730.5p VD LZ i' F CJ pay qy d O \\\\ •� \ \ / 10 I 1 O a. pyo! g \ \\\ \ \ \ cam x _ \ / J •CJ \ \ \ \ \ 10., \ •CJ l� lTN •�. �` FlRELANE •� \\\ \CL e W yq a0ai © \ 1 II : ala am *CJ or F1RElAE '� ., / �\ \ \ • \ \ \ \ �_ y/'ax / S c am ?Ci ��P� � �S \ \ \\ ( e 1dojwt (l «� A g. — — �� Yn" L� j�la a / \ r cr �t� \ \ \\ \ N Q FlpEE *CJ•CJ op5�b9 o��a�°a •a \\� \\\ �-`3 \ \ \\ \ ti 5 o��... g` i$ – ��osa�ro°e� •Z \�/d'd �o \\ \ \\ mei $moo Oro \ I.' p96 d � . W n- W_m 0CJ 99'iZL='!'T .xoW 5i £ / I LLori�� .() \ 'xoW S£ SL'OCL='!'i -bS p DOZ 6 Q 021d \ 99'0£L='i'i 0 t \ \ 'xoW S£ :'JHOH 'li i O 03S 00 �= i .b lobse'e-roBNY xD7e IJ 'bS oo'ase'E :v33ae'90ie ro�i/ TIB otic — \ \ � - \ \\ t j V Z / I IC I"1 y�Qi \1i 'bS 00'Z£6'l :V32{d '2111/'li '6!5 0f1ZCbi�b9l1� e %N - / 't. \ \\ \ o+ \ \ \\\ Y � N / J X70 I ,. \ pNIDIIDB 301ii0 03S do O ONIOIWB 30Lii0 03SOdO8d 1 SO \ \ \ \ r$ \ \ \\ 0 I J ' 1 0 0 7R�t – ^ 1 I \ aim_ / xvGl • \ \\ \\ \\\ w;Well _ _ 10, .i v X *CK Ci LA- LLI LL1 VV II W -93 30 0 30 90 10 I \\ • � . 9- aK�d FlRELANE FlREIANE - - - � � .. Kg / ZS i ;g � � � 10 \ \\\ \ Qi s W -' —�-PRD- P. - 5 � - , � . i .i". I i - 1 \ \` \ \ \ 0- 2W o I REIANE / Zi - \ \\� W Scale 1" = 30 ft \ •C --- — -- -i ----- ' s \ CL Z \ VD -CK *CK *CK sCK •CK , 5 10 i \\ \ \ Lr- 3 Z \ W LANDSCAPE REWIREMENTS' _ r� Parking Lot Landscaping: - - - - \ 10-J 15 -dC 12 3 - --ALO / �g �. V IC �I< \1\\\\\ \\\ \ a V Perimeter Areae: (1) Tree per 2,000 sq. ft. of Im ervioua Area IC L[ 3 9, 3 �ti ///J\\\ \ 1 L - 10 K: IC YD IC IC JC i w I \ Required Trees: 81,092 eq. ft./2,Od0= 40.55=> 41 tress 1 I / ,11C 8 3 3 10 7 6 / 100 I5 10 JC \\ \ \ \\ \\ \ Provided Trees 41 trees 5 10 Required Headlight Screening: S high along Rights -of -wap. Provided Headlight Screening: 3' high berm and evergreen shrubs dung FaNfax Pike parking area FIEE LANER 0 IR MFNTC• J and 3' high evergreen hedge along adjacent properties. 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. Interior Areas: 55 Interior Geenspoce Greenspoce Required: 81,092 sq. ft. (x) 0.05- 4,055 sq. ft. 2. FIRE ANE DESIGNATION SIGNS SHALL BE 12"x18" WITH A WHITE BACK as rn ^ 0 resnapace revealed: 4, aq. PARKING LOT LANSCAPING PLANT LIST i GROUND AND 2" BLOCK LETTERS IN RED STATING • 'NO P R " " o ^ n " (1) Tree Per 10 Parking Spaces Trees Required: 162 spaces/10- Ill 16 trees Trees Provided: 27 trees Zoning District Buffer. A category "B" buffer against adjacent RA zoned, single-family residences. Required Buffer. 25' Inactive buffer 25' t' Her KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CJ 38 Cercltli h tum animm Kotsuratres, 2' ed. see lam CK 15 Cladraetie keatukea Yellowwood 2' cal, see ane JC 67 Juni eruct chinenais 'P6tzeriana' O Z 0 inC3 ZS 18 Zelko c serrata Japanese Elm 2' cd. V FL ALL SHRUB BEDS TO BE COMPLETELY height at the time of planting, in a 50' wide landscape easement) ZONING DISTRICT BUFFER PLANT LIST (2) UPRIGHT STAKES TO BE USED ON e mifor ily ow beds. Trees located within four feet of any shrub bed shall share the name bed. Grade finished planting beds so 3 0 4 E as not to impede surface drainage. W/ REQUIRED SOIL MIX. 7. Locate trees a minimum of 3 feet from walls or wake, If possible. MULCH TO BE 3" DEPTH 3. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous COMPLETELY REMOVE ALL ry\ O wires shall be double -guyed with hardwood stakes driven firmly into the ground. Secure tree to stakes with N'9 galvanized STRINGS, RIBBONS, AND TAGS FROM PUNT. wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". do 3. Use shredded hardwood bark mulch in all planting beds. �i Z cam x _ \ / J •CJ \ \ \ \ \ 10., \ •CJ l� lTN •�. �` FlRELANE •� \\\ \CL e W yq a0ai © \ 1 II : ala am *CJ or F1RElAE '� ., / �\ \ \ • \ \ \ \ �_ y/'ax / S c am ?Ci ��P� � �S \ \ \\ ( e 1dojwt (l «� A g. — — �� Yn" L� j�la a / \ r cr �t� \ \ \\ \ N Q FlpEE *CJ•CJ op5�b9 o��a�°a •a \\� \\\ �-`3 \ \ \\ \ ti 5 o��... g` i$ – ��osa�ro°e� •Z \�/d'd �o \\ \ \\ mei $moo Oro \ I.' p96 d � . W n- W_m 0CJ 99'iZL='!'T .xoW 5i £ / I LLori�� .() \ 'xoW S£ SL'OCL='!'i -bS p DOZ 6 Q 021d \ 99'0£L='i'i 0 t \ \ 'xoW S£ :'JHOH 'li i O 03S 00 �= i .b lobse'e-roBNY xD7e IJ 'bS oo'ase'E :v33ae'90ie ro�i/ TIB otic — \ \ � - \ \\ t j V Z / I IC I"1 y�Qi \1i 'bS 00'Z£6'l :V32{d '2111/'li '6!5 0f1ZCbi�b9l1� e %N - / 't. \ \\ \ o+ \ \ \\\ Y � N / J X70 I ,. \ pNIDIIDB 301ii0 03S do O ONIOIWB 30Lii0 03SOdO8d 1 SO \ \ \ \ r$ \ \ \\ 0 I J ' 1 0 0 7R�t – ^ 1 I \ aim_ / xvGl • \ \\ \\ \\\ w;Well _ _ 10, .i v X *CK Ci LA- LLI LL1 VV II W -93 30 0 30 90 10 I \\ • � . 9- aK�d FlRELANE FlREIANE - - - � � .. Kg / ZS i ;g � � � 10 \ \\\ \ Qi s W -' —�-PRD- P. - 5 � - , � . i .i". I i - 1 \ \` \ \ \ 0- 2W o I REIANE / Zi - \ \\� W Scale 1" = 30 ft \ •C --- — -- -i ----- ' s \ CL Z \ VD -CK *CK *CK sCK •CK , 5 10 i \\ \ \ Lr- 3 Z \ W LANDSCAPE REWIREMENTS' _ r� Parking Lot Landscaping: - - - - \ 10-J 15 -dC 12 3 - --ALO / �g �. V IC �I< \1\\\\\ \\\ \ a V Perimeter Areae: (1) Tree per 2,000 sq. ft. of Im ervioua Area IC L[ 3 9, 3 �ti ///J\\\ \ 1 L - 10 K: IC YD IC IC JC i w I \ Required Trees: 81,092 eq. ft./2,Od0= 40.55=> 41 tress 1 I / ,11C 8 3 3 10 7 6 / 100 I5 10 JC \\ \ \ \\ \\ \ Provided Trees 41 trees 5 10 Required Headlight Screening: S high along Rights -of -wap. Provided Headlight Screening: 3' high berm and evergreen shrubs dung FaNfax Pike parking area FIEE LANER 0 IR MFNTC• J and 3' high evergreen hedge along adjacent properties. 1. FIRE LANES: PAINT FACE OF CURB YELLOW AS INDICATED ON PLAN. Interior Areas: 55 Interior Geenspoce Greenspoce Required: 81,092 sq. ft. (x) 0.05- 4,055 sq. ft. 2. FIRE ANE DESIGNATION SIGNS SHALL BE 12"x18" WITH A WHITE BACK as rn ^ 0 resnapace revealed: 4, aq. PARKING LOT LANSCAPING PLANT LIST i GROUND AND 2" BLOCK LETTERS IN RED STATING • 'NO P R " " o ^ n " (1) Tree Per 10 Parking Spaces Trees Required: 162 spaces/10- Ill 16 trees Trees Provided: 27 trees Zoning District Buffer. A category "B" buffer against adjacent RA zoned, single-family residences. Required Buffer. 25' Inactive buffer 25' t' Her KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS CJ 38 Cercltli h tum animm Kotsuratres, 2' ed. see lam CK 15 Cladraetie keatukea Yellowwood 2' cal, see ane JC 67 Juni eruct chinenais 'P6tzeriana' Pfitzer Juniper 3' height see plane ZS 18 Zelko c serrata Japanese Elm 2' cd. see plans LANE". ALL OTHER SIGNAGE E A KING FIRE N N N N " MUST BE APPROVED BY THE FIRE MARSALL. wess N 3 3. FIRE LANE DESIGNATION SIGNS SHALL BE POSTED ON ALL CORNERS Provided Buffer: 25' inactive buffer o 2 1O tO OF3•- FIRE LANE, AND NTH A IM UM I APART OF 50' ALONG HW E UJ o '- .mac NOTE: REMAINING ING LENGTH OF THENE CONTRACTOR TO REGRADE, SOD OR MIN FIRE AAREA. S GNS SHALLBESET ATA J N S g a `�-' LANDSCAPE INSTA 1 ATION• 1. Confirm the locations of any utlitles 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. 2. Verify the quantities shown on the plant list with totals indicated on the Dion. Contact the Landscape Architect in the event KEY ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING KYDROSEED AND STRAW MULCH ALL H IGHT OF 66 TO THE BOTTOM OF THE SIGN. r " 1037'acFuwel Screen 3 tante ( p per 10'= 311 plants) ALL PLANTS SHALL CONFORM WITH 165-368 OF THE FREDERICK COUNTY ZONING ORDINANCE AREAS DISTURBED AS A RESULT Burford Chinese Helly 4' height o w Provided Buffer: 25' inactive buffer 110 OF THEIR WORK. Pfltzer Juniper 4' height C " o '- 25' active buffer Viburnum d6atenum Arrowhead Viburnum 4' height 6' o.a. deciduous N t Lam O Full Screen with 336 planta (3 different species, 1/3 deciduous, opaque evergreen screen, 4' min. WEAK BRANCHES. S. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown an the plan. All ALL SHRUB BEDS TO BE COMPLETELY height at the time of planting, in a 50' wide landscape easement) ZONING DISTRICT BUFFER PLANT LIST (2) UPRIGHT STAKES TO BE USED ON mifor ily ow beds. Trees located within four feet of any shrub bed shall share the name bed. Grade finished planting beds so 3 0 4 E LANDSCAPE INSTA 1 ATION• 1. Confirm the locations of any utlitles 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. 2. Verify the quantities shown on the plant list with totals indicated on the Dion. Contact the Landscape Architect in the event KEY Ott. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS IC 116 Ilex comuta 'BurforElE Burford Chinese Helly 4' height 6' o.o. JC 110 Jun s chinensis 'PfltzeHana Pfltzer Juniper 4' height 36' Me. VD 112 Viburnum d6atenum Arrowhead Viburnum 4' height 6' o.a. deciduous tnae amcrepanaes exam. supply unit prices to the Uwner at time of olaaing. ALL NLLa iINUM,AIL HV1N1 MUWI Al IIMIL U HLANIING P -L. PLC ALL PLANTS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE 3. All materials ore subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant JOB NO. species and a list of the plant suppliers. Where any requirements ore omitted from the Plant List, use plants which meet the 0404035 normal requirements for the variety according to the American Association of Nurserymen. DATE: 4. Plants shall be sound, healthy, vigorous, wall branched, free of disease, insect eggs and larvae, and shall have adequate root 06/14/05 systema. 6/14 NOTE 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on PLANT SPACING VARIES -(SEE PLANS) - any plant will result In rejection of that plant. PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. S. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown an the plan. All ALL SHRUB BEDS TO BE COMPLETELY nulched beds shall be curvilinear in shape following the contour of the plant masa. Apply a minimum of 4 inches of mulch EXCAVATED OF ALL EXISTING SOIL mifor ily ow beds. Trees located within four feet of any shrub bed shall share the name bed. Grade finished planting beds so TO REGUIRED DEPTH AND BACKFlLLE as not to impede surface drainage. W/ REQUIRED SOIL MIX. 7. Locate trees a minimum of 3 feet from walls or wake, If possible. MULCH TO BE 3" DEPTH 3. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous COMPLETELY REMOVE ALL wires shall be double -guyed with hardwood stakes driven firmly into the ground. Secure tree to stakes with N'9 galvanized STRINGS, RIBBONS, AND TAGS FROM PUNT. wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". do 3. Use shredded hardwood bark mulch in all planting beds. REMOVE TOP 1/3 OF ALL BURLAP FABIRIC AROUND \ 10. Remove all tags, twine and containers from installed plants. Rall book burlap one third on all B&B plants. ROOT BALL 11. Plant substitutions are permitted with consent from the Landscape Architect and must be approved in writing by the - - 'rederick County Planning Department. All plants shall conform with 165-36b of the frederick county zoning Ordinance. SCARIFY ROOTS ON POT 2. Prepare the Boil in all bedding areas by mixing into the top six inches of sol one cubic yard of manure, peat and 10-6-4 BOUND PLANTS. (ranular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. COMPACT SOIL TO 855 AT OPTIMUM MOISTURE CONTENT 3. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a SHRUB PLANTING BED period of one year from time of installation. SECTION 4. All existing plant materials shall remain unless otherwise noted on the Site Plan TREES UP TO 12' HGT. LARGER TREES NO — 12" x 18" STD. ~ w TO BE GUYED. PARKINGFIRZ wen LANE Q TREE WRAP MAIN TRUNK KUUtl K HOSE 2"x2" HARDWOOD UY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE -DOUBLE STRIAD TWISTED 4' MULCH 3" SAUCER AROa TREE h� • EXISTING GRADE SOIL MIX COMPACTED MOUND TO PREVENT TREE FROM SETTLING - 6" MIN. HGT.- UPRIGHT STAKES DED TO— FIRM BEARING REMOVE TOP 1/3 OF A OM ROOT BA.LL BURLAP &— ROPE FR( 6I STD. U -CHANNEL POST —PROP. GROUND 3�PARKING FIRE LANE "NO PARKING FIRE LANE" SIGN DETAIL NO SCALE Z to J W V) Z Z 0 0 Z () w namc r: C.L: P -L. PLC 2' DRAWN BY: JOB NO. P -L, PLC 0404035 SCALE: DATE: 1'=30' 06/14/05 SHEET: 6/14 STORM SEWER PUN A—C SCALES: 1• -50.0' / I 8 PROP, i4w-ir Mr. / gels 50 0 50 150 LAUSLimmommEEL— Scale 1 " = 50 ft C11WER, SEIII�• Air i \ \ / low. 4I /r-1 PROP. 234.7V-lr ACK � \ \ \� / Roy' * ®PROP. DI -7 ©PROP. DI -3C, L=6' \ \\ (REMOVE EX. ES -1) TOP = 724.50 TOP = 724.50 15" INV. OUT=719.50 \ EX. 18" INV. IN=721.70 �.�/ 18" INV. OUT=721.50 PROP. \ \ \ / OPROP. 18" ES -1 INV, IN=715.10 INV. OUT=712.00 INV. OUT=714.90 \ ©PROP. DI -38, L=6' ®PROP. DI -38, L=12' 1 1 TOP = 719.5 TOP = 717.00 1 15" INV. IN=712.70 15" INV. OUT=713.00 I 15" INV. IN=714.20 18" INV. IN=712.70 1 18" INV. OUT=712.50 50 0 50 150 Scale 1 " = 50 ft C.I. P PLC O Oa JOB N0. IjVa-,Z 0404035 Ld 1 Z Z w O 0- N S IL Y Of V AMEN lZv Lu W LL- pN H 0 --■ III■-,■■' -- IX W -■111111L��- a. 1111 rte_■■_■_��i�� :R CL ��■�fi■SII �� ■ISI W �� A to U a V J o �/w� N N A � -1111111111 ■- N N N 1 Y 3 -cc -20 W ==NAM ------111■■■� J n5v0o . =L C Y s •"sa��— a Wtette= mo u o Eu r �3,2t?w Z a �N z -■1111111■■ _�1 11�� I JW W ZC5 U W C U .1 No. 18260 C11WER, SEIII�• Air i \ \ / low. 4I /r-1 PROP. 234.7V-lr ACK � \ \ \� / Roy' * ®PROP. DI -7 ©PROP. DI -3C, L=6' \ \\ (REMOVE EX. ES -1) TOP = 724.50 TOP = 724.50 15" INV. OUT=719.50 \ EX. 18" INV. IN=721.70 �.�/ 18" INV. OUT=721.50 PROP. \ \ \ / OPROP. 18" ES -1 INV, IN=715.10 INV. OUT=712.00 INV. OUT=714.90 \ ©PROP. DI -38, L=6' ®PROP. DI -38, L=12' 1 1 TOP = 719.5 TOP = 717.00 1 15" INV. IN=712.70 15" INV. OUT=713.00 I 15" INV. IN=714.20 18" INV. IN=712.70 1 18" INV. OUT=712.50 50 0 50 150 Scale 1 " = 50 ft STORM SEWER PUN B-11212 SCALES: 1• -50.0' 50 0 50 150 Scale 1 " = 50 ft C.I. P PLC O Oa JOB N0. IjVa-,Z 0404035 Ld 1 Z Z w O 0- N S IL Y Of V Cr lZv Lu W LL- pN H 0 O <O IX W -■111111L��- a. 1111 :R CL W aI� � �A to U a V J o �/w� N N A � -1111111111 ■- N N N 1 Y 3 -cc -20 W ==NAM ------111■■■� J n5v0o . =L C Y s •"sa��— a Wtette= mo u o Eu r �3,2t?w Z a �N z -■1111111■■ _�1 11�� I JW W ZC5 U W C U .1 No. 18260 offA ■■ i ®��■�i •11 11 11 11 STORM SEWER PUN B-11212 SCALES: 1• -50.0' 50 0 50 150 Scale 1 " = 50 ft STORM SEWER PUN D—E SCALES: 1"=50.0' 50 0 50 150 Scale 1 " = 50 ft C.I. P PLC O Oa JOB N0. IjVa-,Z 0404035 Ld 1 Z Z w O 0- N S IL Y Of V Cr lZv Lu W LL- pN H 0 O <O IX W -■111111L��- a. 1111 :R CL W aI� � �A to U a V J o �/w� N N A � -1111111111 ■- N N N 1 Y 3 -cc -20 W ==NAM J n5v0o . =L C Y s •"sa��— a Wtette= mo u o Eu r �3,2t?w Z STORM SEWER PUN D—E SCALES: 1"=50.0' 50 0 50 150 Scale 1 " = 50 ft AF cr L1J C.I. P PLC O Oa JOB N0. IjVa-,Z 0404035 Ld 1 Z Z w O 0- N S IL Y Of V Cr lZv Lu W LL- pN H 0 O <O IX W ��_11111111��®_ a. 1111 :R CL W aI� �FAN—W i� to U a V J o �/w� N N A � -1111111111 ■- N N N 1 Y 3 -cc -20 W ==NAM J n5v0o . =L C Y s a Wtette= AF cr L1J C.I. P PLC O Oa JOB N0. IjVa-,Z 0404035 Ld 1 Z Z w O 0- SURVEY: C.I. P PLC 2• DRAWN BY: JOB N0. IjVa-,Z 0404035 SCALE: DATE: SHOWN 06/14/05 N S IL Y Of V Cr lZv Lu W LL- pN H 0 O <O IX W Li O a. 5i :R CL W aI� to U a V J o �/w� N N A � V/ N N N 1 Y 3 -cc -20 W 0''taa J n5v0o . =L C Y s a Wtette= mo u o Eu r �3,2t?w Z a �N z JW W ZC5 U W C U .1 No. 18260 SURVEY: C.I. P PLC 2• DRAWN BY: JOB N0. P -L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 7/14 W, ku'Rommoo1■' ................................... SANITARY SEWER M1 -M5 PLAN SCALES: 1• -50.0' •CE 140+, � PROP. Y FORCE MW PR a 1/4p Vr / / / / / I PROP. 1 y .Wy �. ..lr. MA1. 0 0. r i I I I I I / I / r r / I I r I I 1 r I r r r r I I r / -T r I \ I 50 0 50 150 Scale 1" = 50 ft J $J 1 I �Imo_ _J CA. V I� PROP. PUMP STATION (DUPLEX, GRINDER PUM ) TOP = 718.25 PROP. 8"0 INV. IN -7110.00 PROP. 2"0 INV. our=71 .75 PROP. BOTTOM= 705.00 PROP. MH -1 TOP = 726.50 PROP. 8"0 INV. IN -71 1.Z.0 PROP. 8"0 INV. OUT=711.00 PROP. MH -1 TOP = 727.65 PROP. 4"0 INV. IN =712.60 PROP. 8"0 INV. IN =712.20 PROP. 8"0 INV. OUT=712.00 PROP. MH -1 TOP = 729.35 PROP. 4"0 INV. I N=713.34 PROP. 8"0 INV. I N=713.00 PROP. 8"0 INV. OUT=712.80 PROP. MH -1 TOP = 727.25 PROP. 4"0 INV. IN=714.64 PROP. 8"0 INV. OUT=714.00 fwv hIti x J \ �` t a Z• Yw. Fl.•FA'FI CA. V I� PROP. PUMP STATION (DUPLEX, GRINDER PUM ) TOP = 718.25 PROP. 8"0 INV. IN -7110.00 PROP. 2"0 INV. our=71 .75 PROP. BOTTOM= 705.00 PROP. MH -1 TOP = 726.50 PROP. 8"0 INV. IN -71 1.Z.0 PROP. 8"0 INV. OUT=711.00 PROP. MH -1 TOP = 727.65 PROP. 4"0 INV. IN =712.60 PROP. 8"0 INV. IN =712.20 PROP. 8"0 INV. OUT=712.00 PROP. MH -1 TOP = 729.35 PROP. 4"0 INV. I N=713.34 PROP. 8"0 INV. I N=713.00 PROP. 8"0 INV. OUT=712.80 PROP. MH -1 TOP = 727.25 PROP. 4"0 INV. IN=714.64 PROP. 8"0 INV. OUT=714.00 mp a n�r�or r r.n. m o.err.r.� uir ri�1 rirwax.rMPTMrMntz4•min4ea.. pM. me.�pPMr..I arrr. rm PM i e.a .. r ®xa..m.m a,4•" eMxwe.=. "X= .n• m..� N' n1n. M uHMWFE rw w• r4Mf.W rMq, Miro (4 eecx, i• CdKllm /r$1NIi150 hM 4roo pi rM trrTi-ss'p.) arrpoa m.wp� ; t•nrrV .le. Mll . w. r. wpw w rtl fftg r s pip.m a.. YmmM M nMeia r.wr :aMa,r.M m rvM.. >a mm. eamMiprrlmnmmau. 4,a �. 1 � w.an iatrPM �" ti4..y, .. .. !' moaMrcnmM emmoio am a,.mr A'• :v� un .� .' .�. s a�.i..rloa mo ` .' MM p.m .. cares: ,. w.Y1a..rrrrr Mr n...rr-- UQdw.Ux PriarwOx Wrp P..�g ra a.rrra". :. nMlwnr.rrvrm rwM.ino mai. ".. mars MNe,.r nxp.aM. wbrmx rrmpa r rPOMq. 3.F re, M ax�+sl.a.rraWrrrs.eE mn r..k qoA. .. sm pMm wpMprra na.r mrroi.. ayM menrrmxsamMa. 5. FY mpix.lMUM MxrdlbnmMaxmrim i.,or Mwlwa. Fr.mem Ml4Mntry. STANDARD MANHOLE -13- 4- W� (S is . .."m9p NO, 0 �S MHW. tae Nle SEWER LATERAL FOR MAIN WITH COVER GREATER THAN 15 FT -1 E - SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- soe ffi W�i1,1�e xryn.�e OOO •BEyQE11, a prr BUY narrnnm c-� ,rr...n• 4' amaa PrrY Ilpxr PM C&x 141 pkq a..mwl UO,gmbw OnV MYp.aaaaraviF am+re x.M .ter-a.m,.,p. s.m bw" SEWER CLEANOUT -i9- SEP M WPM SON M P- L, PLC 2• J W P -L, PLC 0404035 I j N Z 0 n U c N m y (o 3 x,2 o '°0� O m S F- n- `•`` a- WV) mga�a Q 3 E Zw w00N:5(-) -1_--L�}q---■�1• CL �a 1L w z r 11 L•itlilfl!S��J•��-1111111■,- O w ' O O LL. a0L' o Lj a0: z � --1--- -_-_I___�T1�'. adoW 1I --_■II■III■-��. i�}��/-11��/��11!!��-■II■III■_-. o �__��_,-_ I 1 w (L � 1 �►� 1 1 •iA�l�7�1_■11■111■�Irr-. 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"X= .n• m..� N' n1n. M uHMWFE rw w• r4Mf.W rMq, Miro (4 eecx, i• CdKllm /r$1NIi150 hM 4roo pi rM trrTi-ss'p.) arrpoa m.wp� ; t•nrrV .le. Mll . w. r. wpw w rtl fftg r s pip.m a.. YmmM M nMeia r.wr :aMa,r.M m rvM.. >a mm. eamMiprrlmnmmau. 4,a �. 1 � w.an iatrPM �" ti4..y, .. .. !' moaMrcnmM emmoio am a,.mr A'• :v� un .� .' .�. s a�.i..rloa mo ` .' MM p.m .. cares: ,. w.Y1a..rrrrr Mr n...rr-- UQdw.Ux PriarwOx Wrp P..�g ra a.rrra". :. nMlwnr.rrvrm rwM.ino mai. ".. mars MNe,.r nxp.aM. wbrmx rrmpa r rPOMq. 3.F re, M ax�+sl.a.rraWrrrs.eE mn r..k qoA. .. sm pMm wpMprra na.r mrroi.. ayM menrrmxsamMa. 5. FY mpix.lMUM MxrdlbnmMaxmrim i.,or Mwlwa. Fr.mem Ml4Mntry. STANDARD MANHOLE -13- 4- W� (S is . .."m9p NO, 0 �S MHW. tae Nle SEWER LATERAL FOR MAIN WITH COVER GREATER THAN 15 FT -1 E - SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- soe ffi W�i1,1�e xryn.�e OOO •BEyQE11, a prr BUY narrnnm c-� ,rr...n• 4' amaa PrrY Ilpxr PM C&x 141 pkq a..mwl UO,gmbw OnV MYp.aaaaraviF am+re x.M .ter-a.m,.,p. s.m bw" SEWER CLEANOUT -i9- SEP M WPM SON M k wrm > 18260 SURVEY: C.L: P- L, PLC 2• J W P -L, PLC 0404035 I j N Z 0 n U c N m y (o 3 x,2 o '°0� O m S F- n- `•`` a- WV) mga�a Q 3 E Zw w00N:5(-) CL �a 1L w z r J w O w k wrm > 18260 SURVEY: C.L: P- L, PLC 2• J DRAWN BY: JOB NO.: P -L, PLC 0404035 I j U Z 0 n U c N m y (o 3 x,2 o '°0� m S V) �so•o un `•`` a- WV) mga�a 3 E Zw w00N:5(-) CL 1L FXw r w 0 w ' O O LL. a0L' o Lj a0: z adoW o U w (L k wrm > 18260 SURVEY: C.L: P- L, PLC 2• J DRAWN BY: JOB NO.: P -L, PLC 0404035 SCALE: DATE: 0 n U c N m ('20A N I"I N N O 3 x,2 o '°0� m W3• J V) �so•o un `•`` 00 WV) mga�a 3 E Zw CL k wrm > 18260 SURVEY: C.L: P- L, PLC 2• DRAWN BY: JOB NO.: P -L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: 9/14 � DU, 15 _�u I_o_u 10U, u-n=u=u=u=a=u=u=u COMPACTED a I-II-II=11=1f=Il=lar=u=n=1 STATIONEQSA PUMP PAVEMENTLOT 1oNOT TO SCALE� PUMP CURVE DATA DETERMINATION OF SEWAGE FLOWS WET WELL AND PUMPS ARE DESIGNED TO PROVIDE SERVICE UNDER THE FOLLOWING DEMAND SCENARIO: FULL DEVELOPMENT: 32,844 Sq. Ft. of OFFICE SPACE - OCCUPANCY: 1 PERSON PER 100 Sq. Ft. of OFFICE SPACE - OCCUPANCY: 32,844 Sq. Ft./100 Sq. Ft. = 328.44 => 329 PERSONS - DEMAND: 15 GAL/PERSON/DAY => 329 PERSONS x 15 = 4935 GPD DESIGN DEMAND: 4935 GPD (OFFICE COMPLEX) THE WET WELL AND PUMPS WILL BE INSTALLED TO MEET THE DEMAND OF THE FULLY DEVELOPED CONDITION OF THE SITE. DESIGN DEMAND AVERAGE: TOTAL=4935 GPD AVERAGE SEWAGE FLOW: 3.43 GPM PEAK DESIGN FLOW(4.0 TIMES AVG.): 13.71 GPM PUMP STATION DESIGN WET WELL SIZE IS BASED ON ONE PUMP RUNNING CONTINUOUSLY AT LEAST 5 MINUTES OF EVERY 30 MINUTE PERIOD AT MINIMUM FLOW. AVERAGE FLOW: 4935 GPD MINIMUM FLOW RATE: 3.43 GPM DESIGN PUMPING RATE: 36 GPM WET WELL DIAMETER: 72' (6'0 WET WELL) INCREMENTAL VOLUME: 17.63 GALLONS PER INCH DESIGN MINIMUM PUMP VOLUME: (36x5 -(3.43x5)=162.85 GALLONS DESIGN DRAWDOWN: 9.24 => 10" DESIGN ELEMENTS LOW WATER ELEVATION: 707.00 FORCE MAIN DISCHARGE ELEVATION: 713.75 STATIC HEAD: 14.45' FORCE MAIN SIZE: 2.0 NOMINAL LENGTH OF FORCE MAIN: PROP. 285'-2"0 PVC FORCEMAIN FITTING LOSS: 2.5' TOTAL DYNAMIC HEAD: 23.2' STATION SCHEDULE TOP OF STATION: 718.25' INFLUENT INVERT: 710.00 HIGH WATER ALARM: 710.00 LAG PUMP ON: 708.83 LEAD PUMP ON: 707.83 PUMPS OFF: 707.00 lM uaaa LeWIlh BOTTOM OF WET WELL: 705.00 de tdbeali O WORKING VOLUME PROVIDED: 1197 GALLONS 427 ELECTRICAL DATA VOLTAGE: 208 Volts PHASE: 3 Phase PUMPS: r 4o mlle.� USE TWO (2) ABS DUPLEX PIRANHA S16/2W 60 GRINDER PUMPS 1/60/208VDC PROJECT: MPLERCONSMUCTIM.MPMTOFFICEPMK A e C D E F O H 1 J K r PUMP PUMP DISCHARGE ELEV. L/NE FLOW UIE am FRICT. YM011 PUMP -IF a 0.00220YM14 c MJ24P2) ELEV. ELEV. HEAD DIA oataadr receptacle VEL LENGTH LOSS LOOKS HEAD c DB Pn rown Sol M M M lD slarm 1 706.0 719.5 14.45 LOST 31 3.44 326 Ila 29D 1•.17 16.8 TDM: "A? COLUMN A FHAN" Pump ID S poolne rlaaea•w C aaaande""Weam b D C-■ E - . *OdNW 11M F d*MyPIMSs O -IF a 0.00220YM14 c MJ24P2) N oataadr receptacle 1 .N x (F4&2.1 a IN L=LUNO" •O J kmkwOR LOSS VIORNw1EET K -O.I.J eirh bhumkeun coaMq n moml GRINDER SEWER PUMP STATION - PLAN VIEW .25 - SEP 05 drewlnp 22,231,24/29,298,27 ckcu t breaker ke Panel lose aka heeler (ovation as McIlnI dm ha llovlecepl•ae d�lalae� "ide andosua Mr Plldu Pump Mellon) ll (on weM Flade bulftlp for Welton w station) owrmmart 1 1 °�' , T �1 d e. w.kMwull,rrAW Isatin NaRale Per N.E.C. -dlaw [7:� ClF F. rasp a 155• C code ail(]NnIMar MoaMee Cabdor. MMtaMC F,Maan aledW F e phaftaxltMmal 22 MpMmust t raIadm to N,E.C. alaraaae. 1990 Ed. AM 430. Wephoe aro (1Ma &WAce) M,.YC ELECTRICAL PANEL aMs^e'Mr1O(in eep«eb mndllE) V Tolman In IM1e, Cate oataadr receptacle / IlovaMm aghtadhan Lover • law pep Man M:•1•I (Mill MWKNI a1/ol) M/Vh) &nal N lip es, I� ISL -1�1 Larm Lo Mdr 1••NLe.e PLIMP OVERALL IMSIIM STATION slarm MOh walar W." 2.1 206 Pump Rl Mase SENSAPIIONE EXPRESS 0.90 16.8 auk, Uv� pump In talk• Maer 230 3 plana Powar mwRar LDA a Open ME 2134M 1d2 3 120 V lel 1 highhighvelaeastar eMall) 120 V klpM Irm 0.82 NIXON for alarm IgM and hwn 1 . Il�ill.i1 S1&2 AUTO DL U.M ALMM 2.1 230 .9 30.2 J 0.82 YJ.6 i Bldg 3 2.1 480 3.3 t9.1 J 021 75.3 213960 21W 3 2.1 575 a t5.3 J am ♦ !1 MS r P II N Ua • 1 1 I e • drewlnp 22,231,24/29,298,27 ckcu t breaker ke Panel lose aka heeler (ovation as McIlnI dm ha llovlecepl•ae d�lalae� "ide andosua Mr Plldu Pump Mellon) ll (on weM Flade bulftlp for Welton w station) owrmmart 1 1 °�' , T �1 d e. w.kMwull,rrAW Isatin NaRale Per N.E.C. -dlaw [7:� ClF F. rasp a 155• C code ail(]NnIMar MoaMee Cabdor. MMtaMC F,Maan aledW F e phaftaxltMmal 22 MpMmust t raIadm to N,E.C. alaraaae. 1990 Ed. AM 430. Wephoe aro (1Ma &WAce) M,.YC ELECTRICAL PANEL aMs^e'Mr1O(in eep«eb mndllE) V Tolman In IM1e, Cate oataadr receptacle / IlovaMm aghtadhan Lover • law pep Man M:•1•I (Mill MWKNI a1/ol) M/Vh) &nal N lip es, Lalaeranaa tea Larm Lo Mdr 1••NLe.e PLIMP OVERALL IMSIIM STATION slarm MOh walar W." 2.1 206 Pump Rl Mase SENSAPIIONE EXPRESS 0.90 16.8 auk, Uv� pump In talk• Maer 230 3 plana Powar mwRar LDA a Open ME 2134M 1d2 3 120 V lel �s highhighvelaeastar eMall) 120 V klpM Irm 0.82 NIXON for alarm IgM and hwn 2!3/30 S1&2 AUTO DL U.M ALMM 2.1 SEWER PUMP STATION TYPICAL WIRING DIAGRAMS -21- SEP IM WeaOMr Plod Mrobe NpMardft L (see nobs 687) awFIMW z above a m OfOrKI n 1 abwa ars daldorea. (r rloa eleNk y Sows maker 11. thru 5) 10 Dana ala hookup4-- tele (See not, W Ire - 4 Power Coroner - to plxr0 : •; • . atatlon 1s• dM hole ON Ir P. bested Does, GRINDER SEWER PUMP STATION 11, 26.16 1ObiiiitlrMtli ELECTRICAL CONTROLS ENCLOSURE ,NSM11p -27- PIRANHA S10 to S30 Lowest switch off point for automatic operation PMtap Palk" bonc• clarres PIRANHA S16 W 60 HZ NININItsI A■� lw1wp11A t PwANWlatpwraSYIFlehrPataaY ,N Z paswm-nw wnNM a Mw eaMM•e M as, a tlnaa frrn lM•IDM 3M+W Maaaawaeaw«e7Mnea taay m, a 2 Z z W W 0 1 --BJH 11'MM:n WmrnM. P�nln ^r lata M: M "-�•�jl `� `� n:rI..,..n[�.-m,m enWn9'aFr:,NM>trp•4'.I„n -p ! O D_ axaeMver nPlaM.. m, -k Pa.aM w-«a.a,M9. T z �.nMa.a..•.,:.1 Mem.e,•..n.:Mrn.eaw.=•e. "� o V V W vUi am,•-laww a. m:nlM,om.,r..vn,M p.w a+«vW. vr.•art \%a Paune uNJaren wP¢nlll s `rl IM.e�. e.q wawven Pewp^aaMMxa'm„w-. N F.Jeira ere:n, mxnn: ca,::, M MIO. �, •iar .M n w.i9M.eMneebtl Fleu•eUIq PwY «Parr K e Ix'sY. pk .r,u1-a^i atmann. . VMnu,In:M W Mu9-e tr vm. ne h.-anc Mlaw %ple+ y -4113 Nva.a w9aM ea+w. ma ,:•ep,m,.Mwnu.:aalNwal• rxd. [MwIM-{[•GIOa FarMr•in YP:'AK. MY.�mm,m -" C..uNuall OINNea tta F•MMMaaraMl•eyatn•ayawa � F 9v.nnP•+paae NRf IL tlF'xa n,Pa.,pe•a MIWIIMiNIII•wMFMInIIn«MFBF mdWxM (� nl 0 r+mP revm MmP..•man „IMT:.rt rmOer:a,,. cbaeaW ateWalew � � ti o eo'.`.i"a nlpemdv�wlMw Fav, TJMPA,nnannv.❑F«wP.apMwM.r.rns.11rYwlF..pl.•.. F�p.,� mN•1-x,n7!orm,:.:a.WP•dw lNa otwn•rnlr..91dIAMMw11W..aIlelw6n ti ti a.a alCSA-or•R:eano•Nx•m Iwa4deMl z �.'�'}...+nk.gpwrte'n.uenmlee-M.tiN wl.ua..Pq. DIJa1yyM,D•IgM/ an.tl Mrs, PW aM..w w. wN•aM,-oabMa nawlpra,Ma OAdaarwan•laaraasalklw Faln iH-InH3fl �v/�� a,w,..'a- . e Spm. a,e.ngv N,aMav:e lanpaan,« J a.aiL , MM-tF •aln'a:Mallee pcmwrc': nml Olnartaar9n wwiweewaler9a IFalest a w' a'1 aro:nee. •Mw,�„ � P,,,,1 R-MMAa-IA"mMMIIMaN a9rM•eW Df-rl«M•la•I�p.IFI•ANII•S1O ASIp a re M]v Ia MS' -t .1 :t STM ml parya I1+ANSA MNb Mli6•pN :01)'1 w'Ip'JM1-Mryr leMlwl W e1,,.rwaa.lMe:unMcro PIaFmI Mn•n re••r OPIMNNAN•arMneWemnllMl r.awpaar 0 ' v.c,w,.,e.a:.11, ru.ae r}a•Man,nNnp Iva- tnaMlrh•nIM ImPe.ln Maq::-..n MOJapr•m rvminy, .YrIfYCVnMY1MY1aNIM. ttl�Iwr{awa4MNn Z nal ... ul•,:,m M.awu.:•e aeonn«.. «m:V..a ,rµ„[I•xc.x1P.., nro..r:ul aunMw wl,P.r.m,.a IWrF O ep. IWmrlN.rvp.. cn,krr Mus*p••.we,..xN ArsWrrswl•„IWMe-ata Swa.a,.n ,_seNrpa sMrllasl:Als nal Fa. Ma:IMa1M1 IM a: aan,W.m lk m[:•.M w«a. r•Pelt.c.•I,.I,co-n HFn.a-M CMn.a Nc•• s,9 FYnI,It SYMkf Slaw a.el'l l•I':I'•IM - -+mmb: rA[n a:1:Ma •,Ia-I.IM comm P.n1 :. M. Salai6q aPlem-aMl,ev ar„^. i,rc eren,Mmrelnnlal+Sal ,ape,a. _. PIRANHA 316/2W, 31&2 •wan Ph -6 Tea 'S s4nw Peel _ I MOTOR SPECIFICATIONS I•ew e. w.kMwull,rrAW Mawr EI-4Wmwelbe YareYYa1 W C ClF F. rasp a 155• C Maw Plekeaiam ail(]NnIMar MoaMee Cabdor. MMtaMC F,Maan aledW F e phaftaxltMmal 22 MpMmust t raIadm to N,E.C. alaraaae. 1990 Ed. AM 430. ararle r M,.YC Savo Faaler 1.0 V Tolman f 101 atom ndmYW IM1e, Cate UL FM aNwlewr ) I3PeW Lover • law pep ar1eR Ilea &nal N lip es, Lalaeranaa tea L.arr 1••NLe.e N �INNI slarm 1 2.1 206 I0.1 32.6 9 0.90 16.8 N3460 Uv� �Mm► 2.1 230 92 LDA a 080 ME 2134M 1d2 3 L1 209 7A 41.9 J 0.82 738 2!3/30 S1&2 5 2.1 230 .9 30.2 J 0.82 YJ.6 20/50 Bldg 3 2.1 480 3.3 t9.1 J 021 75.3 213960 21W 3 2.1 575 22 t5.3 J am 76.3 3H,160 NININItsI A■� lw1wp11A t PwANWlatpwraSYIFlehrPataaY ,N Z paswm-nw wnNM a Mw eaMM•e M as, a tlnaa frrn lM•IDM 3M+W Maaaawaeaw«e7Mnea taay m, a 2 Z z W W 0 1 --BJH 11'MM:n WmrnM. P�nln ^r lata M: M "-�•�jl `� `� n:rI..,..n[�.-m,m enWn9'aFr:,NM>trp•4'.I„n -p ! O D_ axaeMver nPlaM.. m, -k Pa.aM w-«a.a,M9. T z �.nMa.a..•.,:.1 Mem.e,•..n.:Mrn.eaw.=•e. "� o V V W vUi am,•-laww a. m:nlM,om.,r..vn,M p.w a+«vW. vr.•art \%a Paune uNJaren wP¢nlll s `rl IM.e�. e.q wawven Pewp^aaMMxa'm„w-. N F.Jeira ere:n, mxnn: ca,::, M MIO. �, •iar .M n w.i9M.eMneebtl Fleu•eUIq PwY «Parr K e Ix'sY. pk .r,u1-a^i atmann. . VMnu,In:M W Mu9-e tr vm. ne h.-anc Mlaw %ple+ y -4113 Nva.a w9aM ea+w. ma ,:•ep,m,.Mwnu.:aalNwal• rxd. [MwIM-{[•GIOa FarMr•in YP:'AK. MY.�mm,m -" C..uNuall OINNea tta F•MMMaaraMl•eyatn•ayawa � F 9v.nnP•+paae NRf IL tlF'xa n,Pa.,pe•a MIWIIMiNIII•wMFMInIIn«MFBF mdWxM (� nl 0 r+mP revm MmP..•man „IMT:.rt rmOer:a,,. cbaeaW ateWalew � � ti o eo'.`.i"a nlpemdv�wlMw Fav, TJMPA,nnannv.❑F«wP.apMwM.r.rns.11rYwlF..pl.•.. F�p.,� mN•1-x,n7!orm,:.:a.WP•dw lNa otwn•rnlr..91dIAMMw11W..aIlelw6n ti ti a.a alCSA-or•R:eano•Nx•m Iwa4deMl z �.'�'}...+nk.gpwrte'n.uenmlee-M.tiN wl.ua..Pq. DIJa1yyM,D•IgM/ an.tl Mrs, PW aM..w w. wN•aM,-oabMa nawlpra,Ma OAdaarwan•laaraasalklw Faln iH-InH3fl �v/�� a,w,..'a- . e Spm. a,e.ngv N,aMav:e lanpaan,« J a.aiL , MM-tF •aln'a:Mallee pcmwrc': nml Olnartaar9n wwiweewaler9a IFalest a w' a'1 aro:nee. •Mw,�„ � P,,,,1 R-MMAa-IA"mMMIIMaN a9rM•eW Df-rl«M•la•I�p.IFI•ANII•S1O ASIp a re M]v Ia MS' -t .1 :t STM ml parya I1+ANSA MNb Mli6•pN :01)'1 w'Ip'JM1-Mryr leMlwl W e1,,.rwaa.lMe:unMcro PIaFmI Mn•n re••r OPIMNNAN•arMneWemnllMl r.awpaar 0 ' v.c,w,.,e.a:.11, ru.ae r}a•Man,nNnp Iva- tnaMlrh•nIM ImPe.ln Maq::-..n MOJapr•m rvminy, .YrIfYCVnMY1MY1aNIM. ttl�Iwr{awa4MNn Z nal ... ul•,:,m M.awu.:•e aeonn«.. «m:V..a ,rµ„[I•xc.x1P.., nro..r:ul aunMw wl,P.r.m,.a IWrF O ep. IWmrlN.rvp.. cn,krr Mus*p••.we,..xN ArsWrrswl•„IWMe-ata Swa.a,.n ,_seNrpa sMrllasl:Als nal Fa. Ma:IMa1M1 IM a: aan,W.m lk m[:•.M w«a. r•Pelt.c.•I,.I,co-n HFn.a-M CMn.a Nc•• s,9 FYnI,It SYMkf Slaw a.el'l l•I':I'•IM - -+mmb: rA[n a:1:Ma •,Ia-I.IM comm P.n1 :. M. Salai6q aPlem-aMl,ev ar„^. i,rc eren,Mmrelnnlal+Sal ,ape,a. _. PIRANHA 316/2W, 31&2 •wan Ph -6 Tea 'S s4nw Peel _ I MOTOR SPECIFICATIONS I•ew e. w.kMwull,rrAW Mawr EI-4Wmwelbe YareYYa1 W C ClF F. rasp a 155• C Maw Plekeaiam ail(]NnIMar MoaMee Cabdor. MMtaMC F,Maan aledW F e phaftaxltMmal 22 MpMmust t raIadm to N,E.C. alaraaae. 1990 Ed. AM 430. ararle r M,.YC Savo Faaler 1.0 V Tolman f 101 atom ndmYW IM1e, Cate UL FM aNwlewr ) MOTOR DATA, ••w MATERIALS W CONSTRUCTION aaa Man ASTM Allam 30 - 0~ c.at Ilan ASTM A4e 30 Fla Lmkea Paw War P" IMM Par Paw« Veb LOW IM1e, Cate FSMr I3PeW Lover • law pep ar1eR Ilea &nal N lip es, Lalaeranaa tea L.arr 1••NLe.e ,FOIL LOW CL slarm 1 2.1 206 I0.1 32.6 9 0.90 16.8 N3460 Uv� 1 2.1 230 92 LDA a 080 7.4 2134M 1d2 3 L1 209 7A 41.9 J 0.82 738 2!3/30 S1&2 5 2.1 230 .9 30.2 J 0.82 YJ.6 20/50 Bldg 3 2.1 480 3.3 t9.1 J 021 75.3 213960 21W 3 2.1 575 22 t5.3 J am 76.3 3H,160 MATERIALS W CONSTRUCTION aaa Man ASTM Allam 30 - ca•le c.at Ilan ASTM A4e 30 Veer Cap ran ASTM Ab CMr b OO O.uea at kan ASTM Age awe 30 la1nW Iker•wa• A16130I 91aYMre 9166 d O 1` U Alelar IlMea Melo AI61 CWarDr OleomaCar Twl ilea 5ed2ROQw marw Lover • law pep ar1eR Ilea &nal N lip es, Lalaeranaa tea 9Sm Crltde Eiirr cell Mn, opee ftva re DIMENSIONS. wEIONT, AND MISC. P 78 Nwle•anSOM37 aMMtaO tY.lrah Seale FanN M•srm M PumpedbradI 4 C CA•LE SPECIFICATIONS MODEL PONNE1v cAxE LENGTH. B, dJW 1WT SCw.A Gr E..1 S1d20 1Y7T SOW -A 32 ibwr MMY W1•Ma bra eeaea.Mlpaa llMM In OR p•TR•asN,l. nt M elwew velem lwi. aes,a! r 6 4 ova r Mai aq�i.,T .dam.. w,r O�ssaMalma•r,...rrbwrw w.n.M:,mMM. waM+a. ars...,.•...0,...Ma.a. NOTES: 1. EndowFe ournrucbon: 9)W ale NEMA311"Xill, e b) rat (W) x 4'0 (M caro (D) c) 12 gape gYWMwd Steal d) doubledot. Moa: 1) heavy duty hinges 2) he" duty 3 Point IadMq 3) Meavy Qty heap (lar paflow) e) QIP al4eM 0 back panel (d 12 gwga east W wovide a n*A an of 5Ar came e 2. TOM losmaing Nemo ars b M nauMd F enclosure: a) doublelhowrRearmed b) wall breaker pna c) 110 V aulbl d) SENSAPNOME EXPRESS MtaeMbr (wet dedicated 110 V ata, N needaM e) ph" law 0 PumP cava Panel 3. Controls M be in Over o v, brloseM arld mo~ kMide Panel aralown. 1. The pane aorlbol PaaW shall be scomal w1mo t dwng OR Poona. 5. hW 110Vodalobsnespreke STM 6. UDM and Mato area be Edpards nada W. 50-R (IgM) and nada M. 876-M (hell) or PCSA spWored equal. 7. Alam Nght a d horn m hove maxW onfolf swath klMtle cared enclosure. S. Ge eraor hodnlp area be fee sMbbll Walop no. SCB733472. 9. 0mbeadNgM M M n swab ckdtt and nava OrVo1 warn karts&XIMM . 10. Ovedaad aghtto M 175 wale 120 V, mem (coead) 'em-fty IgM. SEP 05 1. INSTALLATION OF ELECTRIC AND TELEPHONE SERVICES SHALL BE COORDINATED THROUGH THE AUTHORITY'S ENGINEER. 2. PUMP STATION MATERIALS (WET WELL, PUMPS, ELECTRICAL CONTROLS, ETC.) ARE TO BE REVIEWED AND APPROVED BY AUTHORITY'S ENGINEER. TWO COPIES OF SUBMITTALS ARE REQUIRED. 3. PUMP STATIONS SHALL BE INSTALLED PER SANITATION AUTHORITY'S STANDARD DETAILS (DRAWING NUMBERS 21, 25, 26, AND 27), 4. PUMP STATIONS SHALL HAVE THREE PHASED POWER TO SITE. 5. UNDERGROUND POWER SHALL BE PROVIDED WHEREVER POSSIBLE. 6. PUMPS SHALL BE 208 VOLT. 7. EACH SEWAGE PUMP SHALL HAVE AN HOUR METER WHICH SHALL RECORD ACCUMULATED RUNNING TIME IN HOURS. 8. PUMP CONTROLS SHALL PROVIDE FOR ALTERNATE PUMP OPERATION. 9. MERCURY FLOAT SWITCHES SHALL BE USED. 10. THERE SHALL BE NO ELECTRICAL SPLICES OR BOXES INSIDE THE WET WELL. 11. SCH 80 PVC PIPING SHALL BE USED IN THE WET WELL AND VALVE VAULT. 12. GUIDE RAILS SHALL BE STAINLESS STEEL OF FIBERGLASS. 13. GATE VALVES SHALL HAVE HAND WHEELS. 14. A THIRD (SPARE) PUMP SHALL BE PROVIDED. 15. TWO O&M MANUALS SHALL BE DELIVERED TO THE AUTHORITY'S ENGINEER. AS S V C.I.: NA J DRAWN BY: JOB NO.: SEM t j V Z d O 1` U fYf/f di IO N3 1 j a 3 Asa W CL 05 r d /M�P• Y C t Uv� oo o a 3 E Zw W LIL. OO IL in OELLJ Z z c J w 1111 a. DW La 0 z0 O LLI a Z �3� N Ua V C.I.: NA J DRAWN BY: JOB NO.: SEM 0404035 SCALE: ! d O 1` U fYf/f di IO N3 1 j a 3 Asa W r d /M�P• O m vt o C t WL o a 3 E Zw IL rn Z z J w 1111 DW z0 OW 0 IFNO`--lllaoo�. ri8FOM 26600 WKYLT: C.I.: NA NA DRAWN BY: JOB NO.: SEM 0404035 SCALE: DATE: SHOWN 06/14/05 SHEET: l U/1 EROSION AND SEDIMENT CONTROL GENERAL NOTES 1. All wosion and sediment control measures shall be installed prior to any land disturbing activity. All work sholl be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction ore defined as the property boundaries and the edge of pavement of Airport Road. 3. No disturbed areas shall be denuded far more than thirty (30) days. The contractor shall stabilize all denuded areas within seven(7) days after the and of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the and of work that day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion and sediment control devices shall be removed as approved by the local inspection authority. All vegetative cover shall be checked regulariy and any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: Seedbed Preparation: A. Scarify the top 1'-2' of topsoll after final grades haw been achieved. B. Add 3 two per acre of pulverized agricultural lime (140 Ib/1000 of). Seed Type: Rate: Mixture: Reliant Hord Fescue 130 Ib/Ao. 65% Kentucky Bluegrass 40 Ib/Ac. 20% Perennial Rye grass 30 Ib/Ac. 15% See specifications from supplier for complete information. SEDIMENT AND EROSION CONTROL NARRATIVE 1. Project Description: The proposed development of this project consists of the construction of ten (10) one-story office buildings and parking facilities, site grading, water and sanitary sewer mains and service laterals, and related storm water management system. 2. Existing Conditions: The 4.8668 acre site is located an Route 645 Airport R I ( ) repo ootl. tie currently wean) gently sloping open space. The site has road frontage along Airport Read (Route 645) which will provide access to the site. The existing parcel is gently sloping from the eget towards the west beginning in both directions. 3. Adjacent Areas: The site is bounded an the north and west by the Residential development. The land to the south is currently developed the Airport Road roadway. The land to the west consists of proposed office buildings which gentle slopes into the site. 4. Soils: The soils map of Frederick County indicates the following moil types exist within this project area. On-site soils haw been disturbed previously by the development of the existing residents and the surrounding developments. 3B: Bloirtw sill looms: (2x-7[ slopes) Moderately deep, Class 111 Soils, K=0.32 41C: Weikert-Berks: (7%-15x slopes). Silt Loom, Class IVa Soils, K-0.28 410: Weikert-Berks: (15%-25% slopes) Silt Loam, Class Ne Soils, K-0.28 418 30 41D 5. Critical Areas The Residential land at the north-easterly portion of the site. This area conveys o large portion of the storm sewer from this development. Special precautions and care haw been given to this area in the erosion control design and should be duplicated during the construction process. No silt shall be permitted to discharge onto this site or impact the conveyance of the storm water. 6. Erosion and Sediment Control Measures: a. Erosion and Sediment Control Measures shall be installed prior to any lend disturbing activities. The work shall be confined to the designated limits of construction. Far this project, the limits of construction are defined as the property boundaries and the existing edge of povement of Airport Road (Route 645). b. No disturbed areae shall be denuded for more than thirty (30) days. The contractor shall stabilize all exposed areas within sewn (7) days after the and of construction of that phase of the work. If possible, all natural vegetation and/or mulching shall be used to protect areas exposed during development of the site. The existing vegetation along the property Innes shall remain in place and be protected during the construction process to the greatest possible extent. c. Soil stockpiles must be stabilized or protected with sediment trapping measures to prevent soil loss. Utility trenches located outside of paved areas shall be seeded and mulched within two (2) weeks of backfilling. d. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion control measures shall be removed, as approved by the local program administrator. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. a. All properties adjacent to the site shall be protected from sediment deposition. This shall be accomplished by Installing perimeter controls such as silt fence barriers, diversion dikes, filters or check dams, or a combination of such measures, as indicated on the plans. f. The proposed on-site storm water conveyance channels shall be installed to properly drain this site and direct the storm water to the storm sewer systesm downstream. These channels shall be maintained at all times. No silt deposition of clogging of these channels shall be permitted. g. The contractor shall be responsible for the Installation and maintenance of all erosion and sediment control measures. 7. Construction Sequencing: a. Install temporary construction entrance, demolish existing buildings, and dear and grub site. b. Install silt fence, the diversion dikes, and silt trap, as shown on these plans. c Strip the topsoil to Its full depth, stockpile on-site for finish grading and perform the rough grading, as Indicated. d. Construct the proposed retail building. e. Install the storm sewer systems and inlet and cutlet protection systema, as noted. I. Install all service utilities. g. Perform finished grading. h. Install the pavement structures as noted an plans. I. Apply permanent seeding on all disturbed areas and the site landscaping. j. Remove all temporary erosion controls after site is fully stabilized. B. Maintenance The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant roinfoll by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the and of work that day. a. The construction entrance shall be maintained so as to control the amount of soil materials that may get caught in the stone bed. If the stone becomes clogged with soil and mud, it shall be cleaned, or removed and replaced, as may be deemed necessary. A trash rack shall be installed as part of the construction entrance construction. If this measure foils to properly dean the construction vehicles, than a wash rack must be installed as directed by the local program administrator. b. The rock check dams, inlet and outlet protection devices, and the sat fencing shall be checked regularly for deposited sediment. If sediment is trapped, it shall be cleaned carefully so as not to release the trapped sediment downstream or on adjacent properties. c. All seeded and sodded areas shall be checked regularly to ensure that a good strand of gross is maintained. Areas shalt be repaired, fertilized, and reseeded or resodded, as required. Erosion and Sediment Control Measures 3.02 A 25' W x 70'L temporary stone construction entrance will be constructed along the proposed access rood 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 lop dressing with additional stone or the washing and reworking of existing stone os conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or tracked from whiles onto roadways or into storm drains must be retrieved 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 selectedl locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of the topsoil stockpile. Silt fences shall be inspected after each raiinfoll 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 stone event. They must be removed when deposits reach approximately one-half the (height of the bonier. 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 sit fence or block 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 we 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 hos been properly stabilized. 3.G8 Silt fence protection will be installed at the upstream and of the existing culvert. The mit fence shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged areas shall be repaired. 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 barriers are no longer needed shall be dressed to conform with the existing grade and stabilized. 3.18 Outlet protection will be provided at the outlets of oil permanent storm sewer pipes. The stone protection will be installed in accordance with the specifications and details on the plans. 3.30 Replacement of topaoil will generally occur throughout the work site where wgetotion is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6'. Topsoil shall not be placed while In a frozen or wet condition. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is February through August 2005. 3.35 All seeded areas will be mulched In occwdonce with the schedule Included herein. Temparory Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Rysgraw 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 96 85 Or Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer. 1000 Ib/ac 10-10-10 Permanent Stabilization The contractor sholl stabilize all denuded land within 7 days after the and of construction. Permanent stabilizotlm sholl be applied to areas that aro to be lett dormant far 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 soli stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation w all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1' to 2' of sail after final grades haw been achieved. b. Add 3 tons per acre pulverized agricultural Ilmestanw(1401b/1000sf).n9 a SEED TWE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib/ac 97 85 Red clover 8 Ib/oc 95 65 Ladino clover 8 Ib/oc 95 65 Nurse Grose -(season dependent) Sept 1 - Feb 15: Annual Ryogrom 12 Ib/ac 98 85 Winter Rye 12 Ib/ore 98 85 May 1 - Aug 31: German Millet 12 Ib/ac 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. 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. 2. The contractor *hall perform overlot grading to provide positive drainage and preclude ponding of water. All off-site grading and construction shall be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 3 horizontal to 1 vertical unless otherwise approved by the engineer and the county. Road Ditch Construction Nates Rip rap lining of the road ditches is required to prevent erosion. At a minimum, the limits of the rock -lined ditches we shown on the plans. STRICT ADHERENCE TO THE FOLLOWING CONSTRUCTION SEQUENCE IS Construct the road and ditch section to the required subgrade in intervals not to exceed 200 linear feet. Install rip rap in the ditches as required before constructing the next section of road. Maintain a minimum of 250 tons of rip rap on the site to install in the ditches. Ditches are not to remain unlined for a period > 24 hours. 1 1 •' 1 • • •• 1 40'. 1 0.91.0-91-x•01.1 -�-�-�XAX111-� .• • • ll _a '3.1 • SILT FENCE DROP INLET PROTECTION 2 x W Vm* Fewer 0 - OTD' IHLCr L PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION DETAIL A THIS METHOD AS OF INLET PROTECTION IS APPLICABLE WHETtE THE INLET DRAINS A RELATIVELY FIAT AREA (SLOPE NO GREATER THAN 5x) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING i CFS.) ARE TYPICAL THE METHOD SHALL NOT APPLY TO INLETS RYCEIVING CONCENTRATED FLOWS SUCH IN STREET OR HIGHWAY MEDIANS. DIVERSION RIDGE REQUIRED WHERE GRADE. EXCEEDS 2% 7 % OR GREATER SECTION A - A SPILLWAY SEDIMENT HARRIER i DRAINAGE AREA (STRAW BALE TYPE SHOWN) 1. HE ENTRANCE SHALL BE MAINTAINED IN A SUPPLY WATER TO WASH FLOWING OF SEDBJEKT ONTON PUB CKING RIGHTS - WHEELS IF NECESSARY. OF -WAY. THIS MAY REWIRE TOP DRESSING, Q REPAIR AND/OR CLEANOUT OF ANY MEASURES (ACRES) USED TO TRAP SEDIMENT. "�a1F 1� o I I PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAV. 0 w a A AL 0 O 0 K 0 Z E W A WASHRACK 7 '►:.aF11. ,ms's : .s.�l►'., SILT FENCE CULVERT INLET PROTECTION ENDWALL -I- - -i - _ - - - _ - _ TOE Of FlLL� L i I� CULVERT N Z O I I N I I I I SILT W I * TOE OF FILL < CiZ * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" tl I I FLOW ** VDOT /3, /357 OR /5 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED STEEL OR WOOD POST EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT 2.5' L CLASS 1 RIPRAP % FLOWFLOW IFLION JOTS I �� n n n l• i H V 1a FT MAK. SPACING WRM 115E SANDBAGS, STRAW BALES I I1�-1 I= I - SUPGdrT FENCE OR OTHER APPROVED METHODS TO CHANNEUZE RUNOFF TO BASIN AS REWIRED. PONDING FIT. PONDING HT. FLOW STEEL OR WIRE k FILTER FABRIC 36'P HIGHkW( /7ppy HELY 7�URS SIDE OF POST.iEA1PORAii1' .RUNOFF � MAX RUNOFF I t GRAVEL (RE&MEhjDED) ~- THICK Z:4 CONSTRUCTION TSTORAGE HT. a a .^" ENTRANCE/EXITbmi I' I _ 12'III-IJ-I-" 12' M61. 'I I WITH COMPACTED � I GRAVEL OAlamil dootsel aw OeRC110M OF Naw V CU. YD. /1 ACRE 0111EMM OF FLOW 2 Oe1Em1OM OF FUNK 67 CU. YD. /1 ACRE (EXCAVATED) AREA 1 1 RIP -RAP "COARSE AGGREGATE SHALL BE Vann /3. JM7. OR /5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4'x4' 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE UNE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SNAIL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND R INTO THE TRENCH. SEDIMENT OFF-SRE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA EhS CONTROL HANDBOOK 3.05 SILT TRAP N0. DRAINAGE AREA �I 1. HE ENTRANCE SHALL BE MAINTAINED IN A DRY STORAGE FLOWING OF SEDBJEKT ONTON PUB CKING RIGHTS - 1 FABRIC OF -WAY. THIS MAY REWIRE TOP DRESSING, X REPAIR AND/OR CLEANOUT OF ANY MEASURES (ACRES) USED TO TRAP SEDIMENT. (ft.) 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED (ft� PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF -WAV. (ft.) 3. WHEN WASHING IS REWIRED, R SHALL BE DONE 3 ON AN AREA STABILIZED WITH CRUSHED STONE 2110 SQ. FT. THAT DRAINS INTO AN APPROVED SEDIMENT TRAP 1582 SQ. FT. OR SEDIMENT BASIN. L,voac"� 4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS. SILT FENCE CULVERT INLET PROTECTION ENDWALL -I- - -i - _ - - - _ - _ TOE Of FlLL� L i I� CULVERT N Z O I I N I I I I SILT W I * TOE OF FILL < CiZ * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION" tl I I FLOW ** VDOT /3, /357 OR /5 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED STEEL OR WOOD POST EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT 2.5' L CLASS 1 RIPRAP % FLOWFLOW IFLION JOTS I �� n n n l• i H V 1a FT MAK. SPACING WRM 115E SANDBAGS, STRAW BALES I I1�-1 I= I - SUPGdrT FENCE OR OTHER APPROVED METHODS TO CHANNEUZE RUNOFF TO BASIN AS REWIRED. PONDING FIT. PONDING HT. FLOW STEEL OR WIRE k FILTER FABRIC 36'P HIGHkW( /7ppy HELY 7�URS SIDE OF POST.iEA1PORAii1' .RUNOFF � MAX RUNOFF I t GRAVEL (RE&MEhjDED) ~- THICK Z:4 CONSTRUCTION TSTORAGE HT. a a .^" ENTRANCE/EXITbmi I' I _ 12'III-IJ-I-" 12' M61. 'I I WITH COMPACTED � I GRAVEL OAlamil dootsel aw OeRC110M OF Naw V CU. YD. /1 ACRE 0111EMM OF FLOW 2 Oe1Em1OM OF FUNK 67 CU. YD. /1 ACRE (EXCAVATED) AREA 1 1 RIP -RAP "COARSE AGGREGATE SHALL BE Vann /3. JM7. OR /5 ST TEMPORARY SEDIMENT TRAP/ ROCK DAM DETAIL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4'x4' 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE UNE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SNAIL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND R INTO THE TRENCH. SEDIMENT OFF-SRE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA EhS CONTROL HANDBOOK 3.05 SILT TRAP N0. DRAINAGE AREA WET STORAGE dl DRY STORAGE d OUTLET h X (�D (ACRES) AREA 1 (S.F.) (ft.) AREA 2 (S.F.) (ft� LENGTH(ft.) (ft.) NOTES 3 a 2110 SQ. FT. 1582 SQ. FT. L,voac"� W SILT TRAP 1 1.75 AC. (25'x85') "5' (25'x65') 2' 10.5' 2.5' USE PROPOSED SWM POND O N 3616 SQ. FT. r 2714 SQ. FT. ~ t` E LLL SILT TRAP 3.00 AC. (45'x82') 1.5, (45'x62') 2' 18' 2.5' TEMPORARY SILT TRAP Z M JW :)W Z VV OZ C) p 18260 SURVEY: C.I.: P -L' PLC J DRAWN BY: JOB NO. a Z X (�D Lr - chDo0 LO ; ai N N ry N O 3 a N m o 3 :c L,voac"� W U X v �LLI e Y C IeV W 0 0 O N r _tas 3 ~ t` E LLL _Z Q O� (LWw a IL 0 a�3Z ado N U Z M JW :)W Z VV OZ C) p 18260 SURVEY: C.I.: P -L' PLC J DRAWN BY: JOB NO. a 0404035 SCALE: DATE: m O chDo0 LO ; ai N N ry N O 3 a N m o 3 :c W W W J 0 * n ��0 r e Y C IeV 0 Isnot E`0 W r _tas 3 ~ t` E _Z Q a Z M JW :)W Z VV OZ C) p 18260 SURVEY: C.I.: P -L' PLC 2• DRAWN BY: JOB NO. P -L, PLC 0404035 SCALE: DATE: SHOWN 06/14/05 Virginia Deportment of Transportation Staunton District Rev. May 1, 2004 VDOT General Notes V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, Standards and Permit Special Provisions, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications, permit special provisions or plans, the most stringent shall gmem. V2. NI construction shall comply with the latest U.S. Deportment of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordon" with the current edition of VDOT's work area protection manual. Furthermore, all traffic control fiaggers must be certified in accordance with VDOYe January, 1994 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. V4. Design features relating to construction or regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. V5. Prior to initiation of work, contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various county agencies, utility componies and VDOT prior to initiation of work. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 46 hours notice for any inspection. V6. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the��iniaE�ion and Control e�5�iment Control Hand�k, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction.ctified. Vg. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the and of construction. V10. All water and sewer lines within existing or proposed VDOT right of way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V11. The use of steel plates in the roodwoy will not be allowed from November 1 to April 1. V12. All open cute are to be either temporarily (cold mix) or permanently patched within 24 hours. V13. In accordance with road and bridge specifications, VDOT requires an indivindual certified by the Department of Conservation and Recreation, holding a land disturbers certification to be responsible and in charge for land disturbing activity, on the work site at all times. V14. All roadway fill, base, subgrade materld, and backfll in utlity/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. VIS. VDOT Stondord CD and UD underdrains shall be installed where indicated on theme plans and/or as specified by VDOT.. VIS. The installotion of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/m pavement markings shall be installed by the developer or, at VDOrz discretion, by VDOT on an account receivable basis following the Manuel On Uniform Traffic Control Devices. VIB. The developer shall provide the VDOT Residency Office with a list of all material sources prim to the start of construction. Copies of all Invoices fou materials utilized within any dedicated street right-of-way, must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In oddition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements sholl be placed in accordance with Section 315 of the VDOT Road and BridgeSpecifications. Density shall be determined using the density control as SP Y 9 Y strip specified in Section 315 and VTM-78. A certified compaction technician shall perform these teats. Certified copies of test reports shall beti submitted en the doily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and leafing of the control strip. V21. In occordonce with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prim to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation Is encountered, the foundation design and/or need fm foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these pions shall expire three (3) years frmn the date of the approval letter. V23. VDOT Standard CG -12 Curb Rompe shall be Installed Mere Indicated on these plans and/m as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOTe installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. 6" CONC. SLAB 4" CRUSHED STONE) I (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF (1.5" Min. CLEAR) DUMPSTER CONCRETE SLAB DETAIL NOT TO SCALE SAS SHOWN ON PLANS 4" CRUSHED STONE J (3000 PSI) 4" CONIC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE EXP- JIT. 6' /4_t -o• o -o -o -o -o -o -o -o -o CG -6 mCI (Typ.) 4" CRUSHED STONE (3000 PSI) 4" CONC CONCRETE SIDEWALK DETAIL Alf:: 2 1/2" SM -2A 10" 21 -A ...::::......... COMPACTED SUBGRADE TYPICAL AISLE PAVEMENT DETAIL NOT TO SCALE 36" 12" I_r 6. 13Aw r. •-• `•y , :.' CG -6 COMBINATION 6" CURB & OgTTER (SEE VDOT (CG -6) ROADS AND BRIDGE STANDARIDS FOR ADD'L INFORMATION) 2 SM -2A 6" 21 -A COMPACTED SUBGRADE TYPICAL PARKING STALL PAVEMENT DETAIL NOT TO SCALE tJ EXTEND RAIL TO MEET ADA REQUIREMENTS 1-1/2" DIA. STANDARD - TUBE STEEL RAILING SET IN B"L x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR LOCATE RAIL AS SHOWN ON SITE PLAN PSI CONCRETE 6" 6 X 6-1.4 WWF(1.5" MIN CLEAR) #4 NOSING BAR(TYP) NUMBER OF RISERS AND TREADS VARIES AT DIFFERENT ENTRANCES AROUND THE PR. BUILDING. SEE SITE PLAN FOR ADDITIONAL INFORMATION. EXTERIOR STAIR DETAIL NOT TO SCALE a 1•R THIS AREA MAY BE CONCRETE) AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY RE- CONSTRUCTED PARALLEL TO THE SLOPE OF SUB- SURFACE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. W 0 Z o Ld W O o- < THIS CURB SHALL BE USED WHEN DESIGN SPEED IS GREATER THAN 40 MPH 0 RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS. NOTE: COMB. CURB AND GUTTER HAVING A RADIUS OF 300' OR LESS (ALON(-, FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB AND GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI -4000 IF PRECAST. WHEN IN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTE S OR STANDARD CONNECTION FOR STREET INTERSEC ONS TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 4" CURB do GUTTER ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) EX. LANE (12'+/-) - - - - XISTING PAVEMENT - - - - - -STRUCTURE - 2" SM -2A SURFACE COURSE 3" BM -25 BASE COURSE 8" 21-B SUBBASE COURSE 14' VARIABLE 3:1 SLOPE KeII: O.,DOa 0 O00 O �CO°QOOOC op 00 -III-II I i I I. _. COMPACTED SUBGRADE 12" tlGiE: USE THIS SECTION OR MATCH EX. PAVEMENT SECITON WHICHEVER IS GREATER. TURNING LANE TYPICAL SECTION AT ENTRANCE NOT TO SCALE 54 30• APT CC -11 I e� �y FZE ESRIEASI ro 4 2•R p'��i IIQE1 Y(R RUg roROADWAA$Y. BIDRN aN ftA1153) ro Rc As 8� cuss A3 OV CON TE SECTION C -C mmTRWxT ®I \ 1RAUAu ralaSGs �NA m mISAR�auccT GRADE CURVE. aux cs w1N A (dpi' ® WMEN THE AACCOMMOODATETHE ETTURNRNC TIWYpIrs m ANTICIPATED HEAVY Thick TIAFnC. TINE ANSON JOINT DEPTH FOR SIDEWAU( AND CURB RAMP$ AN90N JOINT A • MTICNAL WITHIN THE UNITS OF THE RAW SWULD BE Fl nw , r INCREASED TO Y. NOM. WIDTH Y" 2'-0' WHEN STADM) CG -11 Is USED FON OR AS SHOWN ON TYPICAL ENTRANCES NOES WI T IN CONJUNCTION ON OTE THE WN SECTION. PLAN V" FOLLOWING: To' MAX. •. MANLI(E PAVEIWNt SHALL BE CONSTRUCTED w w OEDGE P11(IN,ONXL Rte, SDR ARA ROPE g1ANLE D 10 THE RNLI ONE (E%CEPT ANY SUBGRADE d1R� m STABRJUA REWIRED Fdt MINUTE PWT. H w D WHICH CAN BE pAT1ED N THE ENTRANCE) M AY A RADIAL CURB GO C ATION CURB AND D ANY GUTTER SHALL NOT BE CONSTRUCTED m !REPLACEMENTHE T LINE EXCEPT Fd( ex MAX. /WLONEE 5. SLDPE CHANGE MAN. 40' MN. FOR D LNFN USED ON CQ1AMLixN WITH STANDARD STREET MRFOR 003 OR GPT, THE CURB FACE ON THIS 20' DESIRABLE FON STANDARD R TOBE ADJUSTED TO MATCH THE MOUNTABLE CURB CONF1CUItAl10N. 0 CdMERAL CIENTRANCE SEE STANDARD THIS FON CURB RAMP DESMON SECTION A -A 10 BE USED WITHH THIS STANDARD. .PLANS ARE m INDICATE DIEM CONSTRUCTION m GUIDELINES FOR GRADE CHANGED A FLOW LANE IS REWIRED To PRDNDE PMTW ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACRKSS THE ENiRMICE. W J HION (MOIRE TRAM 1Soo VPD) Ox 3% MEDIUM (SOD -1500 VPB c31[ ex OPTIONAL FLOW UNE MAY REWIRE WARPING OF a Low (LESS THAN Soo �) �x ax AP TKXN OF GUTTER TO PRECLUDE PONMNG O METHOD OF TREATMENT- Z o CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES o VDOT 2001 STANDARDS NOT TO SCALE > VAN ACCESSIBLE SIGN---- -12" IGN-12" x 18" STD. RESERVED RESERVED PARKING PARKING -STD. U -CHANNEL ❑ POST VAN ACCESSIBLE nIILFOW Ilot-� MYi ase ACCESSIBLE SIGN --PROP. FINISH GRADE SIGN 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: HANDICAP SIGN DETAIL ALL CONSTRUCTION SHALL CONFORM TO ADA NOT TO SCALE 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 LIE L.e TWlA19 ea[ i rmMwny.MMp��IO� MLKT CY` YcY�I t A P -L. PLC T ► r -w e e o e e e O.e e es 60AT r ire. o -z �r LOAo AT v c< �• A E1 ailLAunW" w r EDI Most v • '�T • T• Rear Xw ee-] u -r . um. 1 +I� SECTION A -A SECTION B -B 0 0 0 O e O O O O O O e O WillsAY( :'MKIpgL�NriWE�A 0NY p�� O A :wwAY Iryll a 0br A- Ne eelRm i TANGENT PLAN W GO W D e r M � x +II T •eo� of rel dIA A L ~ TYPKAL�ACEMENT I� AT NTERSECINON TYK C (PARALLEL L PERPENDICULAR) - WA WITH BUFFER STRIP APPLICATION LLj r Lars .nus o s A1pnW W MI a r w( - O• �• �reeNpeeAse LLI O.laMi,ta r-rLMpgAAMflow IO T[�Lllit M K •ROIs if d•R A L�ibLeED ZleM n CO[eTFI EO no ! Mx A wMRO 1r,<i TRIJNC TEDTED DOW 0E p Ry RICCLArywNEywI�IRwR TO ■ pL� N qty AA IpIpITR4el1 WIY Bl I�ye1,On rrILM,L mulp � 3Z W we J CTA M osoO YNlL14 w war 0 M M dM0'A LIE L.e TWlA19 ea[ i rmMwny.MMp��IO� MLKT CY` YcY�I t A P -L. PLC E mI r(AO Tap. e e o e e e O.e e �MMLr�r� OO<TRWiIIY OIN RAS ROD• cal er VYO rarlrr 1 NMT 01111 0 0 0 0000 ossa e e e o e o 0 o R o 0 0 o e ReY+YL N.I n s Eesl� FIREW n �sel r n�q n e •�WW�m"�Aaa Oo000000000000 6 ry�rBr�trt�R�r yN, WROO��W1Ma VR�X r 1 OpI1pI M1aL OL1„eais llw OY O O O O 0 O O O O O O O O e f• iOCY00! ACI M1�1lWW 11MalaW IMMMR EO deVIWO t 06EO W F•wpr 0 0 0 0 0 0 0 0 0 00 0 0 e e e o O O O o e 0 e 0 e o oo C�IMRYKIFR �rORI piW�r� �� 0►)' AW w in tleewM e ' TO tRTpOM" re wT M 0}L011{ME.tab LRIWMI-EB Ola 1�(C 0 0 0 O e O O O O O O e O WillsAY( :'MKIpgL�NriWE�A 0NY p�� O A :wwAY Iryll a 0br 0 w oaRxelm. ♦ as '[AarOrL�Is, IR'rNMMl 4lm, [1�wW(IY 1.011 O�WNI T 0G A A DETeeT w nNNc Ar ?Tc4`Yt99 DET/JL W=%a lLAmin MLWOR,MGMNOaRop"Reo w"Wes MW TION�s eTrrw(ms wA® r e. wP � r 0 A9M=fVOi`n Nw.n DLR111ww1e w��u01C1[i(wwx OIIIx seul`a wOwle CG -12 DETECTABLE WARNING SURFACE R KIINx] TYPE C (PARALLEL 14 PERPENDICULAR) APPLICATION b %OLOT Mrw e/wl101r a TYNWMIMgr W U t j P -L. PLC Z Y (Cl a 0404035 SCALE: DATE: O0 1 L MI Ij N V� w0JU 1 I 3 GO D 2_ W GO W D e W3- M Fr L��W 00� "sIt00 rel UJ L ~ TO, C V I� 0 0t=E0 O (L W LLj Li O a 3 LLI 3Z 0 a N U a U C.I.: P -L. PLC J DRAWN BY: JOB NO.: a 0404035 SCALE: DATE: O0 0 n U Y 0 MI Ij N V� tV N ry 1 I 3 GO D 2_ W GO W D e W3- o W _ O O o J "sIt00 v B L ~ TO, C V I� 0 0t=E0 W C Y CI 3 O 4 w _Z Q a ZW Z J W n W Z Z V Z W V OF PAiM > 6260 SURVEY: C.I.: P -L. PLC N/A DRAWN BY: JOB NO.: P -L, PLC 0404035 SCALE: DATE: N/A 06/14/05 SHEET: 12/14 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. r the standards and specification of the 2. Erosion and sediment control shall conform to p Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of PainterLewis, P.L.C. and established at a two (2') foot contour interval. 9. No Geo -technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 EXCAVATION AND GRADING 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off-site. 3. All topsoilP P shall be excavated to its full depth and stockpiled on-site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo -technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo -technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. MISCELLANEOUS: 1. Fire lanes shall be delineated, as directed by the County of Frederick, Virginia fire marshal. 2. All buildings and additions shall comply with the virginia unifrom statewide building code (V.U.S.B.C.) and section 304, use group (B) business of the B.O.C.A national building code, 1996 edition (Note: IBC 2000 can be utilized through modification). 3. The maximum slope across the handicapped parking areas shall not exceed a 2% grade. All required egress from the buildings shall comply with C.A.B.O. A117.1-92. 4. This site and buildings related thereto shall be subject to all fire -ratings and fire separations in accordance with section 707 of the B.O.C.A. national building code. 5. Chapter 17 of the B.O.C.A national building code, 1996 edition requires that the structural plans and any special inspection (soil testing, concrete, steel, etc.) shall be perfoermed and prepared by a professional engineer licensed in the Commonwealth of Virginia. All related documentation shall be submitted to the building department for permit and approval. 6. A permit shall be required for any business signs and/of pole lights in the parking area of this site. 7. Burning shall not be allowed due to the sites proximity to the winchester regional airports flight pattern and runway. 8. During construction of this project all cranes shall have an aviation obstruction flag (4'x4', white and orange 1'x1' checkard pattern) and/or aviation red obstrution light visible during operations and must be lowered at night unless lit. 9. Intended hours and dates of operation shall be coordinated with the winchester regional airport operations supervisor no less than twenty four hours prior to start. PAVING AND CONCRETE NOTES 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG -6 curb and gutter or reversed pitch CG -6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans mac C"TY SWTATM AU'MMTY CONSTRUCTION NOTES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from the date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority irequirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authoritys maintenance department shall furnish and install all water meters though 2" in size. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. Before a (permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authoritys engineering assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will iinstall the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double Check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire limes shall have backflow prevention assembly (detector double check valve of RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA Engineer shall review the mechanical drawings containing the domestic and fire service meters and backflow prevention devices, and approve the designs and materials. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in-place flow lines (IS -1 Typ.) shall be installed in all structures to facilitate flow through the system. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department. 2. The office buildings shall comply with the Virginia Uniform Statewide Building Code and section 304, Use Group B, of the International Building Code, 2000 Edition. Another code that will be applicable is ICC/ANSI A117-98 Accessible and Usable Buildings and Facilities. 3. Table 602, Fire -Resistance of Exterior Walls of the International Building Code, 2000 Edition, shall be used to determine the appropriate fire separation distances. 4. Handi-capped accessibility shall be provided to all structures. All ramps shall a maximum slope of 1":12" with a landing at the top and bottom. All walks shall have a maximum slope of 1':20'. Parking spaces and unloading areas shall have a maximum slope of 1":48". 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A----- — L-VARAXE - MAX. 20'� 214rBots F 1MRS E B WE HOLE FRONT ELEVATION (GUTTER REMOVED) RGTt BARS DEWAx CONST' JOIM t B eAR 1 ZN � �r -2 e' MIN. 10' MAx. E SECTION A -A -SEEP HOLE EE NU SEE L2.5".2.51.25• A 1.25'— — GALVANI2ED 5x1/4' BENT \ J t25-MPUTST' _Z:11/4 -R 4' SND SHEAR CONNETYPE A NOSE DETAIL SHALL BE USED WITH CG -3 e: CG -7 STANDARDS. "�' TO NGLEC E PON AT TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 STANDARDS. TOR WELDED I TYPE A TYPE B 2' C -C. GALVANIZED PLATE FORTYPEA TO BE BENT QN (41 ANGLE OF W30' !� WE LDED TO 0 SENT PLATE AT72�CEDC WITH 1/2 v4 SND SHEAR . NOSE DETAILS 2•— — APPR. PAVEMENT ARPED PAVEMENT DI -3A 01-38 DI -3C `L Iry =0'{- -F1-°� 3. eoT1 sroFSM ro S DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB WI SPEpFIGTgN THOUT GUTTER REFERENCE 302 STANDARD CURB DROP INLET 121-30! PIPE- MAX. DEPTH (H)=8' 104.001 NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION d-3A3B,3C 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' d DEEP W/ WELDED d° HOOPS (2 TOTAL ° PIPES) PNTD. PER OWNER SPEC. d d FENCE (SEE ° ° DETAIL THIS SHEET. PLACE 4"x4" POST d ° FLUSH BEHIND d BACK OF CURB. ° 6" CONC. SLAB W/ 6"X6"X10/10 a ° WELDED WIRE MESH DUMPSTERS BY ° OTHERS d (2) 6'-8" GATES TO MATCH FENCE SEE FENCE DETAIL d ° e THIS SHEEP BORE HOLES IN CONCRETE TO ° ACCEPT CANE D BOLTS FOR BOTH OPEN AND CLOSED ° POSITIONS c y °a °a d / d° —6.67 1 6.67'-3.58' If 4.83' 3.58' ° e ° d O � o Q d d ° e ' d 5.6T ° 06 —6° d ° d Q t ° e CANE BOLTS ATTACHED ° ° TO FENCE d ° ° CONC. APRONS ° d " ^ TRASH ENCLOSURE N.T.S. O.D.}1B• I FINAL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE — — CRUSHED AGGREGATE e• "' O.D. 1 TYPICAL PIPE BEDDING DETAIL NOT TO SCALE ram! 1. urnT. Am KTr ■: or dnwW YD A(s �rti�uslilr'w•'"Aaaa e.T.rt' �,' "brt " er IEI'!m re 3. 9 RACIIEfR AEND-SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"-60" PIPE xox•NLTIFpspTA.pRep�cr�*�o�tpR�{sn�rxcR F 3. � Mfi! f"[Cf 10 pp ` IFl■ �e•N"5i�iiINUErDrmw "c li W F r v'1axA H,• ¢ Nr"4 ".fM •KF 3. 1��J��ro�CONDIREIE TO RE CONCRETE TO BE �' uWnV•• x14" PS MINIMUM 4000 PS MINIMUM OETAL A • [�'$(� earn•[ a rtlnFs T4q,4 ao. ! � •�' F�"o- n}"bSrr3�i$a�wrc• a. 4. rp1A.r.A �ns�rMn IL/11 { ,PLAN w., I�p �• !( .I�Q R"6flt1011'r6 t(IO. iJjI� SS: R�1.1 I.A�g�,P lCI.R I . PLAN � F : i"xTi.o�+lfxe s. � �ene�" 'A"em SECTION A -A 1 1gaaeAaca•.w uNam e m Fe N. er1N! !•L Te a M,pe• R !1e • T. aaee" asn ra " � 4e°r°cr rrtlp n e+ of �!� LRp1Cptl�T RryW�1¢"�RIQ. ITR • r N !MCF. 10M FCI IIE�� ). F • ALO• i c r �[ •� T r F' NffM FTN. M eC RMLS 10 VIEW MR l gcilON A•A u a ROTt`h �� 1We 3 e•1111OY Mi mrl 11.f Art i! TT'PICAI ELEVATION u o,< y 'ra wR 1' *AIs • wrF n •- ! on 3PIPE FUENGH13 SHOWN AN PLANS ARE O(.rV 40H-![ Ml l"l Nxlxx lY0 rtVON THE LEFT. IF THE CONTRACTOR EUECTS IRIU•MR OIIRIrrt[fTO USE THE ALTERNATE DESIGN SHOWN ON _Il�Ie1" eP`uiT'DI•N3' 11 [ sT szA o -w Wa ■ i + u"C1buxmTHE RIGHT. UENGHTS WILL K RIEDUCED By WLI[R 0.Nf /J 0.].x M NY. 4YJ1'C sl NIOX AILeITHE DIFFERENCE IN DMENSION 10". mF vm+ x•■ an Fw a lxnx • ■■R a n a STANDARD MEDIAN DROP INLET x 12" TO 42" PPE ,« a.n wr swn!! or 1N!lRAR! am SPECIFICATION REFERENCE NOT TO SCALE VIRGIMA� DEPARTMENT OF 7RANSPOffTA7ION RSLOPE ci DETAIL FLARED END -SECTION 1' rl CONCRETE 3�iT1yI a V7 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. 18 GA. STEEL DECK 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 � STANLEY N1010 STEEL 18 o CANE BOLT -ONE PER GATE CASTER -ONE PER GATE ELEVATION -TRASH ENCLOSURECC N.T.S. cn GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED)to Ix 6" 0 STEEL PIPE W/ CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SLIPPEDIII OVER 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED)r 00E C3 X 4.1 GATE FRAME GATE HINGE DETAIL N.T.S. , I�lM �� i�■i �iJ SECTION • SECTION !..• ." elrrlelrrl i I "eeel.�eeer!♦t� )♦ l'rrlrrrlilG�lG�lG�lCa !•ir>tilL�lG.!!GalG� l.re.ee[r�l C�lGalG�lGi l.ietilC�lC.�lCalGi l:ieelilCi!<�eLG�IG� l:i�r.lC,!la:�lQila�! l.re..lrrtlGialarlc�lcr l.r��r��a1rlc�larlar l:,l fll�la�!<ilCilG� l:ieel.r�lC�lG�lC�la� !-al.r rlG�larlGrlca !:.!l.rz �lerralermlerlLa ! rr�lc�lcr•Qr r•<ecrlc� ! re.lG�ler•ae :rmeulL� lrrarau, aFe. n,oaorrae :rlca laraa �m.l. ocrrrr GR:rlGr l ilCilCi.Gla101:rlG�_ !.ilC�lCirCTSr•Gl:rlC� !'ilCilCi�ai.!!C�lG ! CilCr•el CiilQ�lai !:ilCalG�lCilG�lL/! Sie"G�IC�e"C�eerGalC� !:,!!_C�e"C TILT/.rRGl4rlG.! !alCilGilG.ilGi!!C� !. Q,..lG�lCilC�lG� !.—!CilG�lC�lCilC� NOTES: m 7 oz zo W VO on M^) U Z Q WO�U Uva Q' LL. W O� W d' 0-rcWO a�3M U w O U a vawi rou eurTxx rr[ J EW -1,1A a.1r azlr N•xa A .e•xv .r.a 04x04 s D L rO b ow 36• (MIN.) N R 1 B +'-z' +'-3' P -e' Y -e' 1'-9' P -1o• P -n' 1•-n• C NrAc m ee ■tvFlm 2'i' 2'-3' 2'-T 2'-0' Y -p• 0 NT1N •ORrM 1'd +•-10' 2'-0'2'-6' .19260 /5 MAR O B' CC EACH WAY 4' BY 4' CONC. RISE 2'-e' 2'-f0' F N 0'-e" 0'-9' BER_ 0'-9' 0'-9' 0'-p• H 2'-10' J• -J' J' -Y p — 4'-Z' Y-3' 4'-Y L m 1"r epvn NWJR ■ 9'-r CUBIC YARDS OF CONCRETE 10•-++• u• -r OaN 0.192 0.99] C 2.OeT 2.p4] cu. BPC I� p AOI+IOIA�. L . o.]J9 " MLf Ba a TIC 15�0,%rPAsuxs I S1 0'-0' 0'-0N• T. RET M OF TIC nIL1flR WY N 13H91 NIUNW Z. THIS IRC WY K PIlCV! OR fM! N RIS 0'-S' 0' -JN• MMST MW J N rsAa cadaTc ro s aAs A3. raR FIv�■r sEc !m ■yc'3F+i�c�D"NgL"""wa�['m"lxsl 101.m cWc. me 0.502 0.855 lase 03040 li�clmurz""I>'�0°Ii1c a1M z.s1z wmw ro SE U!RD NIM sIRWR n"S110 M" Au. !RC$ 4. R6ro O 45. •. 3/4. OfYFFR WT W InOrlD W All EMNS a UNKWA moes Orta•. s 1lAnlNL Tp ee ■FV1gm N Au MCAS ON•!T NTEIE A C31•+R.T NRH Wever W NRIWNL4 acTiA. EW -1 EW -1A ENDIrILL FOR CIIICIIIAR � DIAMETER OF PIPE CULVERT 12' 15' le' n•aa Frua FO1a B D'-11' 1'-1' 1'-J' 1'-e' 2'-0' C 1'-4' 1'-0' 1._g. 2._2. 2._e. 2._p. F 01_6• p•-0• p•_p• 0•_q• p•_g• p•_q• N 2'-3• 2•_11. 3'-z' J' -g• 4'-3' 4'-p' L 4'-0' S'-0' e'-0' e'-0' 10'-0' 12'-0' • o'-3rr o•-rr o' -z' o'-zN• o' -JN• o' -JN• b 0'-1" 0•_1x,1 0'-W1 0'-Y 0'-2 STANDARD ENDWALL FIDR PIPE CULVERTS los 12"-36' CIRCULAR AND 23•x14" -53"x34" ELLIPTICAL PIPES 302 Aar ro SGNY VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' d DEEP W/ WELDED d° HOOPS (2 TOTAL ° PIPES) PNTD. PER OWNER SPEC. d d FENCE (SEE ° ° DETAIL THIS SHEET. PLACE 4"x4" POST d ° FLUSH BEHIND d BACK OF CURB. ° 6" CONC. SLAB W/ 6"X6"X10/10 a ° WELDED WIRE MESH DUMPSTERS BY ° OTHERS d (2) 6'-8" GATES TO MATCH FENCE SEE FENCE DETAIL d ° e THIS SHEEP BORE HOLES IN CONCRETE TO ° ACCEPT CANE D BOLTS FOR BOTH OPEN AND CLOSED ° POSITIONS c y °a °a d / d° —6.67 1 6.67'-3.58' If 4.83' 3.58' ° e ° d O � o Q d d ° e ' d 5.6T ° 06 —6° d ° d Q t ° e CANE BOLTS ATTACHED ° ° TO FENCE d ° ° CONC. APRONS ° d " ^ TRASH ENCLOSURE N.T.S. O.D.}1B• I FINAL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE — — CRUSHED AGGREGATE e• "' O.D. 1 TYPICAL PIPE BEDDING DETAIL NOT TO SCALE ram! 1. urnT. Am KTr ■: or dnwW YD A(s �rti�uslilr'w•'"Aaaa e.T.rt' �,' "brt " er IEI'!m re 3. 9 RACIIEfR AEND-SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"-60" PIPE xox•NLTIFpspTA.pRep�cr�*�o�tpR�{sn�rxcR F 3. � Mfi! f"[Cf 10 pp ` IFl■ �e•N"5i�iiINUErDrmw "c li W F r v'1axA H,• ¢ Nr"4 ".fM •KF 3. 1��J��ro�CONDIREIE TO RE CONCRETE TO BE �' uWnV•• x14" PS MINIMUM 4000 PS MINIMUM OETAL A • [�'$(� earn•[ a rtlnFs T4q,4 ao. ! � •�' F�"o- n}"bSrr3�i$a�wrc• a. 4. rp1A.r.A �ns�rMn IL/11 { ,PLAN w., I�p �• !( .I�Q R"6flt1011'r6 t(IO. iJjI� SS: R�1.1 I.A�g�,P lCI.R I . PLAN � F : i"xTi.o�+lfxe s. � �ene�" 'A"em SECTION A -A 1 1gaaeAaca•.w uNam e m Fe N. er1N! !•L Te a M,pe• R !1e • T. aaee" asn ra " � 4e°r°cr rrtlp n e+ of �!� LRp1Cptl�T RryW�1¢"�RIQ. ITR • r N !MCF. 10M FCI IIE�� ). F • ALO• i c r �[ •� T r F' NffM FTN. M eC RMLS 10 VIEW MR l gcilON A•A u a ROTt`h �� 1We 3 e•1111OY Mi mrl 11.f Art i! TT'PICAI ELEVATION u o,< y 'ra wR 1' *AIs • wrF n •- ! on 3PIPE FUENGH13 SHOWN AN PLANS ARE O(.rV 40H-![ Ml l"l Nxlxx lY0 rtVON THE LEFT. IF THE CONTRACTOR EUECTS IRIU•MR OIIRIrrt[fTO USE THE ALTERNATE DESIGN SHOWN ON _Il�Ie1" eP`uiT'DI•N3' 11 [ sT szA o -w Wa ■ i + u"C1buxmTHE RIGHT. UENGHTS WILL K RIEDUCED By WLI[R 0.Nf /J 0.].x M NY. 4YJ1'C sl NIOX AILeITHE DIFFERENCE IN DMENSION 10". mF vm+ x•■ an Fw a lxnx • ■■R a n a STANDARD MEDIAN DROP INLET x 12" TO 42" PPE ,« a.n wr swn!! or 1N!lRAR! am SPECIFICATION REFERENCE NOT TO SCALE VIRGIMA� DEPARTMENT OF 7RANSPOffTA7ION RSLOPE ci DETAIL FLARED END -SECTION 1' rl CONCRETE 3�iT1yI a V7 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. 18 GA. STEEL DECK 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 � STANLEY N1010 STEEL 18 o CANE BOLT -ONE PER GATE CASTER -ONE PER GATE ELEVATION -TRASH ENCLOSURECC N.T.S. cn GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED)to Ix 6" 0 STEEL PIPE W/ CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SLIPPEDIII OVER 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED)r 00E C3 X 4.1 GATE FRAME GATE HINGE DETAIL N.T.S. , I�lM �� i�■i �iJ SECTION • SECTION !..• ." elrrlelrrl i I "eeel.�eeer!♦t� )♦ l'rrlrrrlilG�lG�lG�lCa !•ir>tilL�lG.!!GalG� l.re.ee[r�l C�lGalG�lGi l.ietilC�lC.�lCalGi l:ieelilCi!<�eLG�IG� l:i�r.lC,!la:�lQila�! l.re..lrrtlGialarlc�lcr l.r��r��a1rlc�larlar l:,l fll�la�!<ilCilG� l:ieel.r�lC�lG�lC�la� !-al.r rlG�larlGrlca !:.!l.rz �lerralermlerlLa ! rr�lc�lcr•Qr r•<ecrlc� ! re.lG�ler•ae :rmeulL� lrrarau, aFe. n,oaorrae :rlca laraa �m.l. ocrrrr GR:rlGr l ilCilCi.Gla101:rlG�_ !.ilC�lCirCTSr•Gl:rlC� !'ilCilCi�ai.!!C�lG ! CilCr•el CiilQ�lai !:ilCalG�lCilG�lL/! Sie"G�IC�e"C�eerGalC� !:,!!_C�e"C TILT/.rRGl4rlG.! !alCilGilG.ilGi!!C� !. Q,..lG�lCilC�lG� !.—!CilG�lC�lCilC� NOTES: m 7 oz zo W VO on M^) U Z Q WO�U Uva Q' LL. W O� W d' 0-rcWO a�3M U w O U a vawi rou eurTxx rr[ J SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) a.1r azlr N•xa :x04 .e•xv .r.a 04x04 •rxa L rO N x j 0 ow 36• (MIN.) N 113 B +'-z' +'-3' P -e' Y -e' 1'-9' P -1o• P -n' 1•-n• C 1'-e' 1'-11' 2'-1' 2'i' 2'-3' 2'-T 2'-0' Y -p• 0 1'�2' 1'd +•-10' 2'-0'2'-6' .19260 /5 MAR O B' CC EACH WAY 4' BY 4' CONC. RISE 2'-e' 2'-f0' F 0'-e" 0'-9' 0'-Y 0'-9' 0'-9' 0'-p• H 2'-10' J• -J' J' -Y J'-■' 4'-0' 4'-Z' Y-3' 4'-Y L N' 0'-3' 9'-r CUBIC YARDS OF CONCRETE 10•-++• u• -r OaN 0.192 0.99] t.J19 2.OeT 2.p4] cu. BPC Daa] o.szt o.]J9 1.J9e 2.199 3.140 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' d DEEP W/ WELDED d° HOOPS (2 TOTAL ° PIPES) PNTD. PER OWNER SPEC. d d FENCE (SEE ° ° DETAIL THIS SHEET. PLACE 4"x4" POST d ° FLUSH BEHIND d BACK OF CURB. ° 6" CONC. SLAB W/ 6"X6"X10/10 a ° WELDED WIRE MESH DUMPSTERS BY ° OTHERS d (2) 6'-8" GATES TO MATCH FENCE SEE FENCE DETAIL d ° e THIS SHEEP BORE HOLES IN CONCRETE TO ° ACCEPT CANE D BOLTS FOR BOTH OPEN AND CLOSED ° POSITIONS c y °a °a d / d° —6.67 1 6.67'-3.58' If 4.83' 3.58' ° e ° d O � o Q d d ° e ' d 5.6T ° 06 —6° d ° d Q t ° e CANE BOLTS ATTACHED ° ° TO FENCE d ° ° CONC. APRONS ° d " ^ TRASH ENCLOSURE N.T.S. O.D.}1B• I FINAL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE — — CRUSHED AGGREGATE e• "' O.D. 1 TYPICAL PIPE BEDDING DETAIL NOT TO SCALE ram! 1. urnT. Am KTr ■: or dnwW YD A(s �rti�uslilr'w•'"Aaaa e.T.rt' �,' "brt " er IEI'!m re 3. 9 RACIIEfR AEND-SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"-60" PIPE xox•NLTIFpspTA.pRep�cr�*�o�tpR�{sn�rxcR F 3. � Mfi! f"[Cf 10 pp ` IFl■ �e•N"5i�iiINUErDrmw "c li W F r v'1axA H,• ¢ Nr"4 ".fM •KF 3. 1��J��ro�CONDIREIE TO RE CONCRETE TO BE �' uWnV•• x14" PS MINIMUM 4000 PS MINIMUM OETAL A • [�'$(� earn•[ a rtlnFs T4q,4 ao. ! � •�' F�"o- n}"bSrr3�i$a�wrc• a. 4. rp1A.r.A �ns�rMn IL/11 { ,PLAN w., I�p �• !( .I�Q R"6flt1011'r6 t(IO. iJjI� SS: R�1.1 I.A�g�,P lCI.R I . PLAN � F : i"xTi.o�+lfxe s. � �ene�" 'A"em SECTION A -A 1 1gaaeAaca•.w uNam e m Fe N. er1N! !•L Te a M,pe• R !1e • T. aaee" asn ra " � 4e°r°cr rrtlp n e+ of �!� LRp1Cptl�T RryW�1¢"�RIQ. ITR • r N !MCF. 10M FCI IIE�� ). F • ALO• i c r �[ •� T r F' NffM FTN. M eC RMLS 10 VIEW MR l gcilON A•A u a ROTt`h �� 1We 3 e•1111OY Mi mrl 11.f Art i! TT'PICAI ELEVATION u o,< y 'ra wR 1' *AIs • wrF n •- ! on 3PIPE FUENGH13 SHOWN AN PLANS ARE O(.rV 40H-![ Ml l"l Nxlxx lY0 rtVON THE LEFT. IF THE CONTRACTOR EUECTS IRIU•MR OIIRIrrt[fTO USE THE ALTERNATE DESIGN SHOWN ON _Il�Ie1" eP`uiT'DI•N3' 11 [ sT szA o -w Wa ■ i + u"C1buxmTHE RIGHT. UENGHTS WILL K RIEDUCED By WLI[R 0.Nf /J 0.].x M NY. 4YJ1'C sl NIOX AILeITHE DIFFERENCE IN DMENSION 10". mF vm+ x•■ an Fw a lxnx • ■■R a n a STANDARD MEDIAN DROP INLET x 12" TO 42" PPE ,« a.n wr swn!! or 1N!lRAR! am SPECIFICATION REFERENCE NOT TO SCALE VIRGIMA� DEPARTMENT OF 7RANSPOffTA7ION RSLOPE ci DETAIL FLARED END -SECTION 1' rl CONCRETE 3�iT1yI a V7 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. 18 GA. STEEL DECK 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 � STANLEY N1010 STEEL 18 o CANE BOLT -ONE PER GATE CASTER -ONE PER GATE ELEVATION -TRASH ENCLOSURECC N.T.S. cn GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED)to Ix 6" 0 STEEL PIPE W/ CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SLIPPEDIII OVER 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED)r 00E C3 X 4.1 GATE FRAME GATE HINGE DETAIL N.T.S. , I�lM �� i�■i �iJ SECTION • SECTION !..• ." elrrlelrrl i I "eeel.�eeer!♦t� )♦ l'rrlrrrlilG�lG�lG�lCa !•ir>tilL�lG.!!GalG� l.re.ee[r�l C�lGalG�lGi l.ietilC�lC.�lCalGi l:ieelilCi!<�eLG�IG� l:i�r.lC,!la:�lQila�! l.re..lrrtlGialarlc�lcr l.r��r��a1rlc�larlar l:,l fll�la�!<ilCilG� l:ieel.r�lC�lG�lC�la� !-al.r rlG�larlGrlca !:.!l.rz �lerralermlerlLa ! rr�lc�lcr•Qr r•<ecrlc� ! re.lG�ler•ae :rmeulL� lrrarau, aFe. n,oaorrae :rlca laraa �m.l. ocrrrr GR:rlGr l ilCilCi.Gla101:rlG�_ !.ilC�lCirCTSr•Gl:rlC� !'ilCilCi�ai.!!C�lG ! CilCr•el CiilQ�lai !:ilCalG�lCilG�lL/! Sie"G�IC�e"C�eerGalC� !:,!!_C�e"C TILT/.rRGl4rlG.! !alCilGilG.ilGi!!C� !. Q,..lG�lCilC�lG� !.—!CilG�lC�lCilC� NOTES: m 7 oz zo W VO on M^) U Z Q WO�U Uva Q' LL. W O� W d' 0-rcWO a�3M U w O U a vawi rou eurTxx rr[ J SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) a.1r azlr N•xa :x04 .e•xv .r.a 04x04 •rxa L rO N x j 0 ow 36• (MIN.) N 113 B +'-z' +'-3' P -e' Y -e' 1'-9' P -1o• P -n' 1•-n• C 1'-e' 1'-11' 2'-1' 2'i' 2'-3' 2'-T 2'-0' Y -p• 0 1'�2' 1'd +•-10' 2'-0'2'-6' .19260 /5 MAR O B' CC EACH WAY 4' BY 4' CONC. RISE 2'-e' 2'-f0' F 0'-e" 0'-9' 0'-Y 0'-9' 0'-9' 0'-p• H 2'-10' J• -J' J' -Y J'-■' 4'-0' 4'-Z' Y-3' 4'-Y L s' -s• r -z' e' -e• 9'-r 104•-z• 10•-++• u• -r 1y -1Y S 1'-11• z' -e• z' -1o• 3'-z• s' -e• s• -q• /'-1• 4•-s• • 0'-2N' 0'�TN' 0' -SN' p•-1 0'iN' 0' -IN' 0'-0' 0'-0N• b 0'-2• O' -2N' 0'-2N' 0'-S' 0' -JN• 0'-3N' p'-/' CUBIC YIRDS OF CONCRETE cWc. me 0.502 0.855 lase 03040 +04+1 a1M z.s1z uo+ 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH 18" 0 CONC. FOOTING - 3' d DEEP W/ WELDED d° HOOPS (2 TOTAL ° PIPES) PNTD. PER OWNER SPEC. d d FENCE (SEE ° ° DETAIL THIS SHEET. PLACE 4"x4" POST d ° FLUSH BEHIND d BACK OF CURB. ° 6" CONC. SLAB W/ 6"X6"X10/10 a ° WELDED WIRE MESH DUMPSTERS BY ° OTHERS d (2) 6'-8" GATES TO MATCH FENCE SEE FENCE DETAIL d ° e THIS SHEEP BORE HOLES IN CONCRETE TO ° ACCEPT CANE D BOLTS FOR BOTH OPEN AND CLOSED ° POSITIONS c y °a °a d / d° —6.67 1 6.67'-3.58' If 4.83' 3.58' ° e ° d O � o Q d d ° e ' d 5.6T ° 06 —6° d ° d Q t ° e CANE BOLTS ATTACHED ° ° TO FENCE d ° ° CONC. APRONS ° d " ^ TRASH ENCLOSURE N.T.S. O.D.}1B• I FINAL CAREFULLY COMPACTED SELECT BACKFILL OR CRUSHED AGGREGATE — — CRUSHED AGGREGATE e• "' O.D. 1 TYPICAL PIPE BEDDING DETAIL NOT TO SCALE ram! 1. urnT. Am KTr ■: or dnwW YD A(s �rti�uslilr'w•'"Aaaa e.T.rt' �,' "brt " er IEI'!m re 3. 9 RACIIEfR AEND-SECTION 12"-60" PIPE ALTERNATE END -SECTION 12"-60" PIPE xox•NLTIFpspTA.pRep�cr�*�o�tpR�{sn�rxcR F 3. � Mfi! f"[Cf 10 pp ` IFl■ �e•N"5i�iiINUErDrmw "c li W F r v'1axA H,• ¢ Nr"4 ".fM •KF 3. 1��J��ro�CONDIREIE TO RE CONCRETE TO BE �' uWnV•• x14" PS MINIMUM 4000 PS MINIMUM OETAL A • [�'$(� earn•[ a rtlnFs T4q,4 ao. ! � •�' F�"o- n}"bSrr3�i$a�wrc• a. 4. rp1A.r.A �ns�rMn IL/11 { ,PLAN w., I�p �• !( .I�Q R"6flt1011'r6 t(IO. iJjI� SS: R�1.1 I.A�g�,P lCI.R I . PLAN � F : i"xTi.o�+lfxe s. � �ene�" 'A"em SECTION A -A 1 1gaaeAaca•.w uNam e m Fe N. er1N! !•L Te a M,pe• R !1e • T. aaee" asn ra " � 4e°r°cr rrtlp n e+ of �!� LRp1Cptl�T RryW�1¢"�RIQ. ITR • r N !MCF. 10M FCI IIE�� ). F • ALO• i c r �[ •� T r F' NffM FTN. M eC RMLS 10 VIEW MR l gcilON A•A u a ROTt`h �� 1We 3 e•1111OY Mi mrl 11.f Art i! TT'PICAI ELEVATION u o,< y 'ra wR 1' *AIs • wrF n •- ! on 3PIPE FUENGH13 SHOWN AN PLANS ARE O(.rV 40H-![ Ml l"l Nxlxx lY0 rtVON THE LEFT. IF THE CONTRACTOR EUECTS IRIU•MR OIIRIrrt[fTO USE THE ALTERNATE DESIGN SHOWN ON _Il�Ie1" eP`uiT'DI•N3' 11 [ sT szA o -w Wa ■ i + u"C1buxmTHE RIGHT. UENGHTS WILL K RIEDUCED By WLI[R 0.Nf /J 0.].x M NY. 4YJ1'C sl NIOX AILeITHE DIFFERENCE IN DMENSION 10". mF vm+ x•■ an Fw a lxnx • ■■R a n a STANDARD MEDIAN DROP INLET x 12" TO 42" PPE ,« a.n wr swn!! or 1N!lRAR! am SPECIFICATION REFERENCE NOT TO SCALE VIRGIMA� DEPARTMENT OF 7RANSPOffTA7ION RSLOPE ci DETAIL FLARED END -SECTION 1' rl CONCRETE 3�iT1yI a V7 2"X4" TREATED WOOD BLOCKING BOLTED TO CHANNEL W/ 3/8" 0 CADMIUM PLATED BOLTS AT 1'-0" O.C. 18 GA. STEEL DECK 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 � STANLEY N1010 STEEL 18 o CANE BOLT -ONE PER GATE CASTER -ONE PER GATE ELEVATION -TRASH ENCLOSURECC N.T.S. cn GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP (PAINTED)to Ix 6" 0 STEEL PIPE W/ CAP) FILLED WITH CONCRETE (PAINTED) STEEL 'SLEEVE' SLIPPEDIII OVER 6" 0 STEEL PIPE FILLED W/ CONCRETE (PAINTED)r 00E C3 X 4.1 GATE FRAME GATE HINGE DETAIL N.T.S. , I�lM �� i�■i �iJ SECTION • SECTION !..• ." elrrlelrrl i I "eeel.�eeer!♦t� )♦ l'rrlrrrlilG�lG�lG�lCa !•ir>tilL�lG.!!GalG� l.re.ee[r�l C�lGalG�lGi l.ietilC�lC.�lCalGi l:ieelilCi!<�eLG�IG� l:i�r.lC,!la:�lQila�! l.re..lrrtlGialarlc�lcr l.r��r��a1rlc�larlar l:,l fll�la�!<ilCilG� l:ieel.r�lC�lG�lC�la� !-al.r rlG�larlGrlca !:.!l.rz �lerralermlerlLa ! rr�lc�lcr•Qr r•<ecrlc� ! re.lG�ler•ae :rmeulL� lrrarau, aFe. n,oaorrae :rlca laraa �m.l. ocrrrr GR:rlGr l ilCilCi.Gla101:rlG�_ !.ilC�lCirCTSr•Gl:rlC� !'ilCilCi�ai.!!C�lG ! CilCr•el CiilQ�lai !:ilCalG�lCilG�lL/! Sie"G�IC�e"C�eerGalC� !:,!!_C�e"C TILT/.rRGl4rlG.! !alCilGilG.ilGi!!C� !. Q,..lG�lCilC�lG� !.—!CilG�lC�lCilC� NOTES: m 7 oz zo W VO on M^) U Z Q WO�U Uva Q' LL. W O� W d' 0-rcWO a�3M U w O U a � c ALL PROPOSED LIGHTS SHALL BE � o o 'o HOODED AND BE AMBER IN COLOR J N y N v AS A SAFETY MEASURE TO SHIELD BRIGHT LIGHTS FROM APPROACHING • � « °c _^ w AND DEPARTING AIRCRAFT AT NEARBY � VI L L E c WINCHESTER REGIONAL AIRPORT.W n � u � -o 3/4•x16• THREADED ANCHOR BOLT (TYP) II— 3 � 4 w COORDINATE SPACING AND NO. Z 4 . REQ'D PER STAID MANU. ! PROPOSED GRADE 12• MIN. �' I- 1 J I 22 III I "MIL, = D- a L rO N x j 0 ow 36• (MIN.) N 113 24' DIA 3 c � 0 � d NOTE: ; ._ 'LTH Op 4-/4 REBAR-3• MIN. CLEAR 140- CONCRETE(3000 PSI) e• .19260 /5 MAR O B' CC EACH WAY 4' BY 4' CONC. RISE A It PQ 'LITHONIA BV2 250M R3 208 RP812 SF DDB' OR EQUIVALENT �G1 3IONAL be SINGLE OR DOUBLE STAID. AS REWIRED PARKING AREA LIGHT DETAIL SURVEY: P -L, PLG N/A NOT TO SCALE DRAWN BY: JOB NO. SEE SITE PLAN FOR LIGHT LOCATIONS P -L, PLC 0404035 ALL LIGHTS SHALL BE POSITIONED SCALE: TO PRECLUDE DIRECT ILLUMINATION OFF-SITE. DATE: PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL SHOWN 08/14/05 PRIOR TO ORDERING LIGHTS. SHEEP: 14/19 12• MIN. �' I- 1 I 22 III I "MIL, = D- a � ow 36• (MIN.) I 24' DIA 'LTH Op 4-/4 REBAR-3• MIN. CLEAR 140- CONCRETE(3000 PSI) e• .19260 /5 MAR O B' CC EACH WAY 4' BY 4' CONC. RISE A It PQ 'LITHONIA BV2 250M R3 208 RP812 SF DDB' OR EQUIVALENT �G1 3IONAL be SINGLE OR DOUBLE STAID. AS REWIRED PARKING AREA LIGHT DETAIL SURVEY: P -L, PLG N/A NOT TO SCALE DRAWN BY: JOB NO. SEE SITE PLAN FOR LIGHT LOCATIONS P -L, PLC 0404035 ALL LIGHTS SHALL BE POSITIONED SCALE: TO PRECLUDE DIRECT ILLUMINATION OFF-SITE. DATE: PROVIDE ILLUMINATION PLAN FOR OWNER APPROVAL SHOWN 08/14/05 PRIOR TO ORDERING LIGHTS. SHEEP: 14/19