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Home My WebLink About073-98 America House Assisted Living Facility - Opequon - Backfile (2)--BUIDING-1 EIE;NiZ STORY 19'S"- 3. TABt.E FIRE WALL (707.1) 2 HOUR WITH ONE ATTIC RESIDENT NURSE APARTMENT U.L.0 301 9. STRUCTURAL NUMBER SUPPORT WALL NONE CANE EXIT FROM APAI TMEFI ' T1ST1C C(713 U I TN 10. FLOOR CONSTRUCTION (713) 1 HOUR 918.4.4 BUILDING HAS FIRE ALARM SYSTEM BUILDING AREA - NFPA 10 (1990), Standard for Portable Fire Extinguishers PRIMARY USE GROUP 1-1 3. TABLE 602 STAIRWELL U.L. L 529 & L 528 WITH CENTRAL STATION MONITORING GROUND FLOOR 2 I ,323-�t3 SQ.FT. NFPA 13 (19%), Standard for the Installation of Sprinkler Systems 1014.11 LESS THAN 4 STORIES 1 HOUR ATTIC APARTMENT 1.144,0 NFPA 37 (1994), Standard for Installation and Use of Stationary Combustible Engines BUILDING DESIGNED TO MOST STRINGENT U.L.0 309 11. ROOF 15' OR LESS 1 HOUR 918.8.1 VISUAL ALARMS and Gas Turbines REQUIREMENTS OF 1-1, 1-2, A-3, R-2 SEE NOTE BELOW TABLE 918.8.1 26 TO 50 SLEEPING TOTAL BUILDING 22 , 4& 7 . &a NFPA �4 (1992), National Fuel Gas Code 4. TABLE 602 EXIT CORRIDOR ROOMS 2 ROOMS WITH VIStiAL NFPA �t� (1 �6j", Na�onal Etec�tic Cade DESIGNED USMG 313.1.1 NON SEPARATED NOT LESS THAN 1011.4 4 PROVOEi3 E N3w NOTES: NFPA 72 1996 Fite Alarm Code 1do13n30� �rviNrv�d d0 '1d3A- USE GROUPS WITH SPRINKLERS "A HOUR U.L. HAS NO ASSEMBLY FOR RATING. PITCHED WOOD TRUSSES. B.O.C.A. ( )' SEE WALL TYPE B GUIDELINES FOR DETERMNONG FIRE RESISTANCE RATINGS OF BU11LDI6 92-0.3.3 USE GROUP 1-1 SMOKE DETECTORS NFPA 90 (1992), Standard for Fite Doors and Windows CONSTRUCTION TYPE SA -PROTECTED SH. A-2 C(31►1 CTED TO F11�E ALARM SYSTEM RE31ilENf-COUNT UNITE X PEOPLE TOTAL NFPA 90A (1993), Standard fear the Ifl atioP of Air` Conditioning and ve�leting EL€I1 NTS TAI+ E 6.2.3. (1) ASS#GNS 40 MINUTES TA " TYPE X GYPSOM 6661 8 0 N n r BOA . V* HAVE USED 2 LAYERS Ste" TYPE X WITH FURRING CHANNEL. PRIOVII B IN ALL .SLEEPING ROOMS. Systems BUILDING FULLY SPRINKLED INCL. FIRE ALARM SYSTEM IS CONNECTED PRIVATE 27 X 1 = 27 NFPA 9S (1993), Standard for Installation of Wail Air Heating and Air Conditioning 5. TABLE 602 (GUESTROOM) ATTIC IN ACCORDANCE WITH N,.F.P.A. 13 TO E-A# RGEWY GENERATOR AMC) PRIVATE DELUXE 2 X 1 = 2 C13A f 03 8 711.0, 713, NOTE F 1 HOUR U.L. HAS NQ AASSEY FOR �'#* HOUR WALLSSystem ( Lf P.A..13f 1 13T PEi TTEt3) SEE WALL TYPE F THE e'^O.C.A GUR)ELINES WERE USA HAS BATTERY BACK-UP COW"" Al _ X 2 = 12 NFPA 96 (1994), Standard for the Installation of Equipment for the Removal of Smok* SH. 'An GYPSUM BOARD 15 MINUTES 36 41 AEI BUILDING HAS AUTOMATIC FIRE ALARM SYSTEM i 921.1 PORTABLE FEE EXTI�LJISt�R PROVIDEDand � AL�►den Vap� re 101 (1994), Life Safety Code st Cc>otdrtig Equipment VVWH CENTRAL STATION MONITORING IN IN ACCORDANCE WITH N.F.P.A.10 TOTAL. UNITS 35 6. TABLE 602 SMOKE BARRIERS (712 REFERS WATER HATER ROOMS 1 HOUR ACCORDANCE WITH N.F.P.A. 72 � T© 409.4 FOR I-2 OCCUP�Yj - U.L. U 3ti9 78' TRAVEL DISTANCE TOTAL PEOPLE 41 NFPA 11fl (1�3), Standard fdl'1=roergency.and Standby Power Berns AT 409.4AST 2 R 1-2 OC TM TS NFPA 220 (1992), Standard on Types of Binding Construction BUILDNOAREA LESS THAN 22,500 SQ.FT. FURNACE CMS 1 _HOUR 1006.5 LENGTH OF TRAVEL TO EXIT CABO/A.N.S.1. 117.1 1 "2- ' � 0-144. 49W ONE 9,o-N-s SQ.FT. SMOKE WALLS ONE HOUR. SEE WALL TYPE "C° SHEET A-2 LIMITED BY 1-2 TO 200 FT ATTIC APARTMENT B.O.C.A. Building Corte 1996 � LVA• TWO 12.291.3 SMOKE WALL IS ALSO FIRE WALLSQ.FT. TOTAL UNIT 1 B.O.C.A. National MechanicalCode 1993 TOTAL FIRST FLOOR 21,3211ASQ.FT. SO IT IS 2 HOUR KITCHEN 1 HOUR 1407.3 HANDICAP ACCESSIBLE 1-2 international Plumbing Code 1957 ATTIC APT 1,144.0 U.L. U 309 GOVERNS 50% OF SLEEPING B.O.C.A. fire Prevention 1996 w/ Virginia Amendment TOTAL BUILDING 22,4w 68$Q.FT. 7. TABLE 602 NON BEARING PARTITIONS 0 HOURS ROOMS REQUIRED ACCESSIBLE OTHER SPACES ATTIC DRAFTSTOPS 721.7.2.2 _ 1-1 REQUIRES 4% TOTAL UNITS 12 TABLE 503 MOST STRINGENT 1-2 7,650 SQ.FT. �. INTERIOR BEARING PARTITIONS 1 HOUR EXCEPTION #2 NOT REQUIRED ALL ROOMS DESIGNED ACCESSIBLE - 3fl6.3 SPRINKLER INCREASE 200% 1&2W SQ.FT. U.L. U 309 WHEN FULLY SPRINKLED TOTAL ALLOWABLE 22,950 SQ.FT. - INCLUDING Alf -I 1C 803 TABLE 803.4 WALLS & CEILING FINISH i OTAL PARKING SPACES 21 OPEN -' 1-2 CORRIDORS & ROOM CLASS 1 ' 1014.11 SPRINKLER ALLOWS CLASS 11 STAIRWAY ENCLOSURE 1 HOUR 1. TABLE 705.2:tt CLASS 11 FLAME SPREAD 26-75 - rt 4MI-MI rt t trim ut0 t ntnuc trout, cn SMOKE DEVELOPMENT LESS THAN 450. THAN 30 FEET 0 HOURS ya U.L. U 309 BUT TABLE 602: �Ty EXTERIOR LOAD BEARING WALLS . (RATED FOR EXPOSURE TO FIRE FROM 1 HOUR THE IN€i - PARAGRAPH 7�.2) U.L.. U 3 A i i. " I �jt 11 t-p t Z .o I A,11_. __ Q - • 5 _ _-. _ - q(PC ALK _ ... _ _ 5 T . d ro 3 - - _ tt A5Z a :r. 7t 9 PA? - 1fi 9 r 21 - I ► -- _ u - _� q It 1 ID « t I, - , u: �, t fit. hJ Q__ - _. -:. P u - 4 4 n - [a: a t� , - � a o o PA E G- ! 9 % O t „ • <='- � - •., - t u 9 ' t ,1 _ . .- t__ : -__• _ . r � r 1 - � ,`(�'t d• t Z MERC,E _ Z J#- � r, , �- 5 tJC O - 1 212 I =�ieii rt,4 Y 01 Vie: -- �GI� �. TOR ® _ _ -�� N 50-1 ` s iv R i` 0 16 7'O s _ pA1,IrA:_2_ rvA�� , o \J ' , . 15 3 o i a� - I -• - - .. _ . - _ - '• _ - � p141�tA1� � Ov . _ - - _ � - .. ��r � . _ f�lY,o►� �, � a� �oMA �►o � 315`� • N -�yl;- ICl�r%�'j.4��1 ► r1 i N c� K 11GH f� o O 318 Go ' A MI'mtart O 31 o : �a2 N I2WAtP O ., -- _ I AuT t = i I "R _ 304_A I - p _l e9 0 4 $► 3�. 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R A - OV159ALL l4iCONNf�9- 9e Zx �► \40012 STUD Y'L" <55►Yp�uM �oaRt7 t 46 WOOD ep?vie tom" O.L. i 0 r &(fVWM 010Attti� 6I PSu:M eP-0A9,1V i F E IE -r M Iz. " LA lyt•l „ . to to• C4 ;tr � Zo ar o00O's } CtCtl i.1r U t j w H bA-T 0.21.9� X � Fl �fv � X T 11..{ Ca U I �sH E t2 GA 81 t.1 ifz.T _ i R t•t.� Ca v t ��• - R� � - . At_ 2qOC) - .gIt- PU"0Sr_ �jlt RGL55E17� \t/'t~ DRY CHIMYGAI. - �i/2"GYL. p%A. y#�1t:�� aB• pR•QjEGT10tJ. Or)TfiPr= TI_I1o4 p1PiBiJ5+la1.! 2-1 `f I 1We:T LAQ -A LE 1L 11� � E ,C `� � G1 V t � 4-i �R cam. � i�► � l7 � �. 3 T .21 BUILDING-BONE-SM'RY 176" _2_._'_TABLE _6M_FIRE_WALL_(707. 1-) 2 HOUR 9. STRUCTURAL MEMBER SUPPORT WALL NONE -101-O.-a- DNE-EXrr-FROM-APARTMERT WITH ONE ATTIC RESIDENT NURSE APARTMENT U.L.0 301 10. FLOOR CONSTRUCTIO N (713) 1 HOUR 918.4.4 BUILDING HAS FIRE ALARM SYSTEM BUILDING AREA - NFPA 10 (1990), Standard for Portable Fire Extinguishers PRIMARY USE GROUP 1.1 3. TABLE W2 STAIRWELL U.L' L 529 & L 528 WITH CENTRAL STATION MONITORING GROUND FLOOR 2 SQ.FT. NFPA 13 (1996), Standard for the Installation of Sprinkler Systems 1014.11 LESS THAN 4 STORIES I HOUR ATTIC APARTMENT 1_.144.CiNFPA 37 (1994), Standard for Installation and Use of Stationary Combustible Engines BUILDING DESIGNED TO MOST STRINGENT U.L.0 309 11. ROOF 15'OR LESS 1 HOUR 918.8.1 VISUAL ALARMS REQUIREMENTS OF 1-1, 1-2, A-3, R-2 SEE NOTE BELOW TABLE 918.& 126 TO 50 SLEEPING TOTAL BUILDING 22,44P7.&S and Gas Turbines 4. TABLE 602 EXIT CORRIDOR ROOMS 2 ROOMS WITH Vj$U4kL NFPA 54 (19.9-2), National Fuel Gas Code DESWA&D U84NG 313.1.1 NON SEPARATED NOT LESS THAN 1011.4 NOTES: 4 PROVIDED WPA 70 (1-My, National Electft Code USE GROUPS WITH SPRINKLERS HOUR NFPA 72 (19"), Fire Alarm Code U.L. HAS NO ASSEMBLY FOR RATING. PITCHED WOOD TRUSS E-S. B.O.C.A. SEE WALL TYPE 8 GAM)ELINEES FOR DETERMIMNG FIRE RESISTANCE RATINGS OF BMDM 920.3.3 USE GROUP 1-1 SMOKE DETECTORS WPA 80 (1992), Standard for Fire Doors and Widows CONSTRUCTION TYPE 5A4PIROTECTED SH. A-2 ELEMENTS TABLE 6.2.3.(1) ASS#GNS 40 MINUTES TO 5W TYPE X GYPSOM CONNECTED TO FIRE ALARM SYSTEM RESIDENT COUNT UNITS X PEOPLE TOTAL W-ft 90A (1993). Standard for the Installation of Air Conditioning and V*ri#Wfflg ING BOA iW. VW 14AVIE USED 2 LAYERS 5W TYPE X WITH IN ALL SLEEPROOMS. TN FURRING CHANNEL. systems BUILDING FULLY SPR#4KLED INCLUDING 5. TABLE W2 (GUESTROOM) FRE ALARM SYSTEM IS CONNECTED) PRIVATE 27 X 1 27 WPA 90113 (1993), Standard for the Installation of Wam Air Heating and Air Conditioning ATTIC IN ACCORDANCE WITH N.F.P.A. 13 711.0, 713, NOTE F' i HOUR U.L. HAS NO ASSEMBLY FOR.' HOUR WALLS TO EWRGEMY GEWERATOR AND PRIVATE DELUXE 2 x 1 2 System (N.f . P. A- IN t 13 NOT PERMITTED) HAS BATTERY BACK-UP COMPANION I X 2 1.2 SEE WALL TYPE F THE B..O.C.A. GUIDELIIII WERE USED NFPA 96 (1994), Standard for the Installation of Equipment for the Removal of Smoke SH. A-4 GYPSUM BOARD 15 MINUTES 36 41 Grease -Laden Vapors from ComnWaal Coob" Eqwpmw# OMM40 HAS AUTO1MTtC FIRE ALARM SYSTEM 921.1 PORTABLE FIRE EXTINGCAASHER PRoviDED and W" CENTRAL STATION MONITORING IN IN ACCORDANCE WITH N.F.P.A.10 TOTAL UNITS 35 WPA 101 (1994), Lft Safety Code 6. TABLE W2 SMOKE BARRIERS (712 REFERS WATER HEATER ROOMS I HOUR ACCORDANCE WITH N.F.P.A. 72 TO 409.4 FOR 1-2 OCCUPANCY) U.L. U 309 75'TRAVEL DISTANCE TOTAL PEOPLE 41 NFPA 110 (11993), Stanctard for Enw9ency and Standby Power Systems AT LEAST 2 COMPARTMEtATS WPA 220 (1992), Standard on Types of Building Condon BUILDNOARE-A 1006.5 LENGTH OF TRAVEL To F_XIT CARO/A.N.S.I. 117.1 1M 0,144. ONE 9,oNz SQ.FT. LESS THAN 22,500 SQ.FT. FURNACE ROOMS 1,HOUR LIMITED BY 1-2 TO 200 FT ATTIC APARTMENT B.O.C.A. Building Code 1996 V t, VA• 4010 TWO 12,Z91.3 SQ.FT. SMOKE WALLS ONE HOUR. SEE WALL TYPE"Cw SHEET A-2 . I TOTAL UNIT 1 -National Mechanical Code 1993 SMOKE WALL IS ALSO FIRE WALL B.O.C.A. TOTAL FIRST FLOOR 21.323.66SO.FT. SO IT IS 2 HOUR KITCHEN I HOUR 1,107.3 HANDICAP ACCESSIBLE 1-2 International Plumbing Code 1997 ATTIC APT -1.144. U.L. U 309 GOVERNS 50% OF SLEEPING B.O.C.A.-Fire Prevention 1996 w/ Virginia Amendment TOTAL BUILDING %,zISQ-FT- 7. TABLE 602 NON BEARING PARTITIONS 0 HOURS ROOMS REQUIRED ACCESSIBLE OTHER SPACES 1-1 REQUIRES 4% TOTAL UNITS 12 ATTIC DRAFTSTOPS 721.7.2.2 TABLE 503 MOST STRINGENT 1-2 7,6W SQ.FT. ALL BEARING PARTITIONS I HOUR EXCEPTION #2 NOT REQUIRED ALL ROOMS DESIGNED ACCESSIBLE �W.3 SPR#4KLER INCREASE 200% 15., SQ.FT. U.L. U*309 WHEN FULLY SPRINKLED TOTAL ALLOWABLE 22,950 SQ.FT. INCLUDING AT 803TABLE 803.4 WALLS & CEILING FINISH TOTAL PARKING SPACES 21 OPEN 1-2 CORRIDORS & ROOM CLASS I 1014.11- STAIRWAY ENCLOSURE 1HOUR SPRINKLER ALLOWS CLASS 11 1. TABLE 705.2: CLASS 11 FLAME SPREAD 26-75 SMOKE DEVELOPMENT LESS THAN 450. THAN 30 FEET OHOURS U.L. U 309 BUT TABLE 602: EXTERIOR LOAD 11F.AIR-ING WALLS (RI FOR EXPOSURE TO FIRE FROM I HOUR THE INSIDE - PARAGRAPH 705.2) U.L. U 356 1A V 14 op 0 A- 1 5 4 7 d 0 "PSWAIX 4V its- - 19- OF . A A 4 0 FA�JE 4AS of o-4 __PIK > 9�11" 2t-P IrZR4eW-lr I • e_ep mivArr- i0p Cox, I VArf- fqjZ I VATr W4 3 \ 9, ?�07 0 & :-_207 rRIVAr_ �4V-Vjy L 0MjPAai0 A I R I t44 rfA T101 00 _J4,I 0 40M fm I 4 1)6* 40 III 04-L _L_ TI v04 A O lilv 0 I VAr 0 oo + 517 Aff •%04 . %b i 0 I�t voles - New 0 0 0 O VA* 0 Wit. C> 710-75f CG.if Prjzi Ar f wxv- 44 F H:�_VLA Mv 0 r)ZI VAT* b ft-4 _*_2 1 61 J- OL 111V 0 4 KAM W F a Y 1511 P_ -Z '249 9P lz -0 H.VA,c- v1V 0 N., 77, io "I . - 9 .. . r.- 7 r? 0 offia ------- -oil o-oll S�/ III! -• I GWP co 10 A.M 7 \--ol PA A +1 V4 44rF_ 4 _X) �14 PO WALK c) A-11 P aQ 4( 0 4 0 A--9Z t—K dz� U WL 0 V -M. IVAT 0 o 0 % U) 11 1 4 VA C, 1 144 r 49 -70 27 AA - AL. AP r R) V 9 q .10 Z)c W0012 .1BOTUD PV.1 U t-1 1,51 OA iZ 12 Yi. Ito" 0-c- - 0 " Z' P W0012 17 TU12 Ito" 0-c'. A !AZ7 A-f#V,5L)H 910AW0 F1 KE eXTWCA014HPCA ftST Fi r,9 PX-TI*ACa0i S"er, LA A L-'I-A 69 4, i-i OLI 00 C 14 eM I CAL — V%A. flLojec,rlow. 0U_T1%Ii7r= _m%" e)CT1W-G0%,e2"FF, CA1eAQE-:_r'— VLAQ 9 e-TA L_ r X A L PLA CIO .I � a m m m CV CU 66 0 0 7 0 M CD 0 0 CD N L C Q, w / U) O CD r. L E Q r` C, / U) a) LL JD 0 -n ., GENERAL NOTES VD0T CENERAL NOTES LECEND VICINITY MAP 0 EXISTING INTERMEDIATE CONTOUR - - -- _ 33 _ -- -_ / SCALE 1 "= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOURcc 330 LAKEVIEw \\ SIDLE ,` G W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion ESTATES \ /----� W and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 470 %^ '/ 70 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/P Z must be provided prior to issuance of the site development permit. The approval of these plans in no way the developer his the in the Virginia Siltation Erosion plans, the most stringent shall govern. PROP E/P ' U` / relieves or agent of responsibilities contained and PROPOSED EDGE OF PAVEMENT WAKELAND N Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX C&G MANOR 3. A permit must be obtained from the Offiice of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C&G (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER 6p�t `\ MACEDON O LO 4. Approval of this does not guarantee issuance of an entrance permit by VDOT when such permit is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R ¢fie ACRES Rte 642 1 CC�1 CO plan shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R RE ERI / A �- % � C. required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's Rte ! a a� � 'p i � � 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 or latest edition of Road & Bride Specifications, Section 104.04-C. Y. ( ) g P EXISTING TELEPHONE LINE T _ 642 co CQ with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where rail and/of ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may g g g Y Y PROPOSED TELEPHONE LINE T " EX. 15 RCP PIN 75-A-10 / / ` ., c� guard paved be to change as deemed by VDOT. EXISTING STORM SEWER FREDERICK, OVNE ,� Z x r- responsible for providing guardrail and aived ditches as determined b this joint inspection." Refer to P P g g P Y j P subject necessary PROP 15 RCP ALBIN 6 / / \~ '..'.,' t; r- Virginia Department of Transportation (VD(OT) Guard Rail and Paved Ditch Specifications. VILLAGE �� ' Ft, �j -0.N I V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER p 1 w 0 6. An approved set of plans and all applicalble permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. ,0 p,'n representative of the developer must be aivailable at all times. EXISTING SANITARY SEWER -- a) X 7. Warning signs, markers, barricades or flapgmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER V 3 F rri. Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE E. v, embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for aD o PROJECT INFORMATION 9. All pavement sections on the approved pllans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G Gw 10. All roadside ditches at grades of more tluan 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PARCEL IDENTIFICATION PARCEL AREA CURRENT ZONING CURRENT USE on the plans and as required at the fieldl inspection. P q P adjacent public roadway through construction and maintenance of a construction entrance � P Y g PROPERTY LINE - - TM 75- A -104F 4.2889 ACRES RP VACANT (( )) 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained FLOW LINE **NOTE: CONDITIONAL USE PERMIT #003-98 (APPROVED 9/9/98) CONDITIONS: be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE v v X *- X X X X 1. All review agency comments must be addressed and complied with at all times. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 2. A site plan shall be approved by the County. one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during 3. A six-foot high earthen berm shall be constructed to meet the opaque requirements of and at the end of construction. EXISTING TELEPHONE POLE the residential separation buffer. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 4. Any expansion of this facility will require a revised conditional use permit and a ul LA entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE revised site plan. whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. P Y g PROPOSED WATERLINE W/ TEE -# �� - 5. Applicant must comply with all requirements of the State and Count code pertaining pp P y q y p g n, E n, condition at all times. to assisted living care facilities. z a E E E 14. g• Y company P / Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT c&t ~ U v sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that SETBACKS BUILDING HEIGHT > m 0 sheets, and connections to existing lines. vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q g Y g PP Y EXISTING WATER VALVE �- g W FRONT 35' MAXIMUM: 35' 15' 26.33' SIDE PROPOSED: 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current VI 2. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m REAR 50' standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER 16. The location of existing utilities shown int these plans are taken from existing records. It shall be the PROPOSED REDUCER ` > R OPEN SPACE TABULATION: contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall STOP SIGN � REQUIRED: (SITE) - 4.2889 AC x 30% = 1.29 ACRES prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by utility verification and the proposed consttruction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 PROVIDED: 72.8% OR 3.12 ACRES R of any dedicated street right-of-way. At the direction of VDOT Inspector density tests �� 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN + result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED SANITARY LATERAL CLEANOUT JUN �j 8 1999 cr� o� 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. w �-- m m must be provided to Frederick County Samitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these SANITARY MANHOLE IDENTIFIER 12 DEPT, OF PLANNINU DEVELOPMENT Q F' m development permits. plans and further where determined necessary by VDOT Inspector. DENSITY TABULATION 19. The developer will be responsible for the relocation of any utilities which is required as a resu's,. of his STORM DRAIN STRUCTURE IDENTIFIER O DWELLING UNITS - LAND BAY #1: project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way 35 LIVING UNITS + 1 MANAGER APRT. = 36 UNITS shall meet VDOT minimum design standards and is the developer's responsibility. EASEMENT LINE - - - - - - - AUTUMN GLEN, SEC 1 (APPROVED) = 41 UNITS 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected FUTURE DEVELOPMENT = 56 UNITS in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materiah� within CENTERLINE - F TAR UNITS (LAND BAY #1) = 133 UNITS engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 12.0 T` ' AREA - LAND BAY 21. The contractor is to verify field conditioms prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION ,A" (S- a Master Development Plan) = 34.06 ACRES at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or Pavement PROPOSED SPOT ELEVATION + 715 s e� 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE 133 UNITS/34.06 ACRES = 3.84 UNITS,✓ACRE proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PARKING TABULATION professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. REQUIRED: C E-� Q4 geotechnical report has been prepared, it should supersede the requirements in this note. 1 SPACE/4BEDS+1 SPACE/EMPLOYEE ON MAJOR SHIFT U � 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 41 BEDS/4+5 EMPLOYEES = 15.25 SPACES W or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement PROVIDED: [-_ of excavation or demolition. Names and telephone numbers of the and operators underground utility lines 21 SPACES INCLUDING 1 HANDICAP SPACE in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. AREA TABULATION � Q TRIP GENERATION DATA Z CD TOTAL AREA OF LOTS: 4.2889 ACRES 0 U CLASS USE DWELLING UNITS •TRIP RATE TRIP RATE USED VPD RIGHT OF WAY 0.2563 ACRES TOTAL DEVELOPMENT AREA: 4.5452 ACRES > H CD'x 252 CONGREGATE 41 2.15 3.0 123 ENVIRONMENTAL FEATURES W CARE a FACILITY EXISTING PROPOSED PERCENT W W FEATURE ACREAGE DISTURBED ACREAGE DISTURBED Q FLOODPLAINS 0 - 0 LAKES &PONDS 0 = 0 • TA TAKEN FROM WETLANDS OVER 1AC 0 0 I TRIP GENERATION, NATURAL S. W. 0 - 0 6th EDITION DETENTION AREAS STEEP SLOPES 0 - 0 FCSA CONSTRUCTION NOTES OVER 15% WOODLANDS 0 - 0 1. Water and sewer lines are to be constructed in accordance with these plans. The lines SHEET INDEX SEAL COVER SHEET Water/Sewer: Frederick Coiunty Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 187'7 P.O. Box 2400 shall additionally meet all requirements of the Frederick County Sanitation Authority. Project Name: AM E R I C A HOUSE ASSISTED LIVING Winchester, VIA. 22604 Winchester, VA 22604 868-10161 869-1111 2, The contractor shall coordinate with, and arrange for inspection by the Authority(540) (540) Phone: Bell -Atlantic 3. Exact locations of water and sewer services on new lines are to be coordinated with the 0 Owner: Address, Including Zip Code & Telephone No. P.O. Box 1731,98 Authority's inspector. COVER SHT 1 D Baltimore, MID 21297 301 954-62',82 ( ) 4. The Sanitation Authority maintenance department is responsible for the installation of GRADING PLAN 2 � JASBO, INC. P.O. BOX 6 STEPHENS CITY, VA 22655 540-869-1800 MISS UTILITY 1-800-257-7777 water meters. Before a permanent meter is set the require; P y q 1) the frame and cover to � MAR K D. SMITH 9 Power: Allegheny Powwer be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to EROISION CONTROL & LANDSCAPE 3 N0.022837 Developer: Address, Including Zip Code & Telephone No. P.O. Box 14518 the final grade of the lot; 3) the distance between the top of the cover and the yoke bar Hagerstown, 'MD 21741 between 18 and 21 inches; and 4) all components of the meter box assembly to be in PROFILES 4 0 61` ' 1-800-654-3317 proper working order. It is the developer's/conctractr's responsibility to have the meter DETAILS 5 � cAs Cs AMERICA HOUSE ASSISTED LIVING P.O. BOX 998 MARSHALL, VA 20116 540-364-9300 box assembly installed correctly. IONAL Engineer Certifying Plan: Address, Including Zip Code &Telephone No. DETAILS 6 5. The Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be GREENWAY ENGINEERING 151 WINDY HILL LANE coordinated with the Authority's assistant engineer. An application for services must be WINCHESTER, VA 22602 540-662-4185 made and fees paid. PROFESSIONAL SEAL & SIGNATURE 6. The Sanitation Authority shall tap all existing water lines. They will furnish the materials DATE: for and make the tap. The contractor must make application for and pay the cost of APPROVAL? 11/3/98 this work. THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND SCALE: 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. ORDINANCES. ANY DEVIATION OR CHANGE 8. A double check valve backflow prevention assembly is to be installed on any line (fire or IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO / �/9 DESIGNED BY: CB/KP domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 CONSTRUCTION. or 1013. If the assembly is mounted inside a building, a remote readout is required. ZONING ADMINISTRATOR DATE JOB NO. 2177 **SITE PLAN VALID FOR 5 YEARS FROM DATE OF APPROVAL SHEET 1 OF 6 4— (0 Water L. 04 JASBO, INC DB 634, PG 499 ___DB_8", PG 1456 ZONE: RFC' USE: VACANT e 70 Easement 1 avid Willi4fhs. 0 41+ II/ Z3 .8 414 'DB 799, PGA 9 100 SePera on ZONE: RP 4�+l USE: Res V 45, /41 .0 + 41.1 A C2 Si se 41AD Q , P e? I I %0 412\ tion 412 + 3 *8, Conne .0 41-1 1%1' ter 0_10 106 T N1 - L — 0i SaMitary Sewer IN 11py 411 Jeffery Galla t ui' eci 's? IX/`oo Eat"ment. Zi - -4- 4'. DB\,.� ', � Q \``� � � ,� 18.8. � � �•- 8 SF� eIl alk r '- � �• 1884, PG 3 ZONE: RP Core Drill Ex MH j` �� `� --�-- j 74, y 411 �•1 �`jy 6� \ .0, to Accept New Line I USE: Res 1610 41 IN a FUTURE STREET EXTENSION 0 BE BONDED FROM S1 00 qO A. 2+ 0 0 STA. 3+20.32. STREET To/ BE 41AD 411 CONSTRUCTED AT TIME OF + CIO FUTURE DEVELOPMENT. 2"" Se '�4 -1� Temp Traffic Ca' 3 41 411 ster, (0 Barricade See TM 75—((A))-104 R_ 12 41 40-4 0 10,4 JASBO, INC 4 End Construction 375 i I - .0, 94 A - - 0 499 Si 13 M 75 DB 634, PG 16 1 t to 01 'I.Ib, Charles S DB 824, PG 1456 i �ocoy cates"%, et ux' ;0 OA \rO. U. 402 ZONE: RP 01 DB 814, PG 2,44 40,4, 401 p. ZONE: RP :17-0 -NACANT-- 40„I \\A e USE: S 43'/ CG 38J 37JD 411+ 40 39 68-95' 7-9 Cur USE: Res,, 'later Ln, Q) Easement 380 1�1 40 0. (1) Aoj Uj `IV 3 C) 39.0 38A I< 38.6 jvm f 4-ILO 0 3 0 ` \\ 1c) 80 Road __fency� �Bu�l 4b 3492 37 W Storm Sewer 7 Easement S 38S 38-P 9 01 + 372 to TM 75 _181- L_ (M) I UF'Q 7A hitmer, et 3 - David orm Sewer "A" 01jurnent D13 804, PG 569 Water Li Easetneri ne ZONE: RP W 1+00 2-t-00 2 3 + t + CD 2' 7""q39. fry f 9.4 USE,.. Res 7 fi op ig CGitt treet §�gn gx-45��ell _AUan Org =Vi �Pia ___Tej:pphone Easement Z: Storm Water Line t5asernent 7 R==875. Ov Sew L:=59.-;?7p 7320 Rz=40.00, EX L?p Stub For Extension Water Line FutUre 2 L --------- Easernent 530-35 7324 is Drainage FCSA 7 750,:k 0 +33e0 7329 4 A _rVV �X Slope & 32 9 00 1,73,9 7337 69 1 no 7,*3 5 8 8-1-ee, Sleave, Oro, to PC 73 A14 A & Valve "in "A - -------- 734 + 73 7319 6 _1 %4__ 7340 733 44 7 7329 732 7334 6 +00 R-96 1,j 7337 7/34 U. 00" 1 + DO 26 73� 365 731 ! 734 3 7369 -T-AS-KER—RQAD - PC , 1, _ 7374 730 S t a t e Ro 611_ '73 7 0+ 0 ;314 --------- t e - �r �_n6� 7311 8 01 P./W U 6 ja+6'D 7310 642 7.3 0 367 730 3,5 e '73 ---Se-e-V-D0T __#O64__ 73os 7315 -034 7366 6 +00 Posted Speed: 45 61+00 �OTE; 7370 7376 REMOVE EXISTING PAVEMENT MARKING OM STA 61+50 66+53 AND REMARK -72;69 �, SHOWN \_80,-15- DISTANCE 13 1.35/" RCP r 9 14ct TSTN Ex 8" DIP --(2)-3 Water Main --T%M 75M—( 450 5 —8A KENNETH -A- FARLAND A -tM M — ((2)) — (2) MOSBY STATION HOMEOWNERS;., ASSOC. 04k PG 162.04G / - ' _. -DB -898; Z PG 467 ONE, RP CONCRETE PAV T USES' PARKING LOT PAVEMENTRes ZONE: RP eP TM 7�M—((2))—(2)—� 2" SM-2A Surface Aspb USE: OPEN SPACE 6 ncrete JASBO, INC V 28.9* TM 7/5M—(( 4000 —(2)-2 DB �98, PG 4671 41 N, , �_00 6" 21-A Subbase 4" 21-A Base tone JASB INC ZONE: RP DB 89 , PO 467 USE: Res Compacted Subgrade Compacted Subgrade Z E: /RP SE✓'Res LL Uj LU Uj C\2 0 CD 0 CC) C\2 C\2 - i It O co I 61 co C\j Uj ,0 Lo 1-4 q) E- 0) (D 0 (D 0 0 0 r-) 0 0 tw E— <4 aC� 0 0 co co 0 U U > E- E-i U > E- E4 E- 0 U oW P-1 VL DATE: 9/25/98 SCALE: 1' = 30' DESIGNED BY cb/kp JOB NO. 2177 SHEET 2 OF In c� rn rn rn 0 (D i -i m OD 0 CU 3C 0 U) CV CD L o, w / U) 0 ro CD E a N U) ii 0 D -T F, E & S LEGEND f NOTE: 7 LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO __�'I� 5- �� 104 l I TYPICAL SEPERATION BUFFER PLANTING TYPICAL ROAD EFFICIENCY BUFFER PLANTING These standard symbols will JASBO, INC THE COMMENCEMENT OF ANY SITE WORK. �'' be found in the drawing. \ -DB 634, PG Leyland Cypress 499 -824-, PG 1456 % ` Carolina Hemlock 3.02 CE Construction Entrance _ l ZONE: RP� f`J White Pine USE: VACANT 3.05 SF Silt Fence -�K--- —' ---�_ __ _ % f % / / ) Aristrocrat Pear 3.07 IP Storm Drain Inlet Protection J�/ ;- O N W AA 3.08 CIP CulvertInlet Protection Dp 8' 8' e' 8' 8' 8' 3.09 DD Tempoiry Diversion Dike �0 cu ® ' � f l 3.11 RWD Tempoiry Right-of-way Diversion 3.13 ST Tempoiry Sediment Trap Water Lillek4l / - Ease d ys Ix�c70\ / 0 \" �` , mk 41/ 1;u TM ® 41 / 73 i 3B 411 =0, s ® _avid Willis s,661 '� ` Pera on B B 799, PG\;96�' I 4p1 ZONE: RP USE: Res \ dv 41j �u 85.0 3x e % o .8 41j 411 :� / � ' ', � ¢ll•,, 3 t Si se a' 41 0 58 `�' Conne tion 0 \ CAI \ \ 41= 0' O 41 ter O �Sapitary Sewer `\ �\ 1� \\`� \ ! 1 Ise 10.g• op;/2= SS1S� Xoa /w Easement .; ` \, o @a S�O `41y' \ , \\\ s `, 4 i1 r 41s TM ,\75L ) 4 1 —10 O 4� p T JefferyGallah \ et uk S '4 Core Drill Ex MHi �, _ 4'1) to Accept New Line.• oa�� \ -�- 1 274. �8'B' jr� C' erp DB 884 PG 3 \ �t ap 41', j Ilt124 FUTURE STREET EXTENSION TO �\ + � \t � 4+15.04 + � 411 � ✓' y' \ � � � NE: RP � 0 L. BE BONDED FROM STA. 2+00/To \ S 4I � 41 ` O• �- ` j U E : Res �j STA. 3+20.32. STREET TO' BE (u % CONSTRUCTED AT TIME OF `\\ 0' 1 FUTURE DEVELOPMENT. �:: P� V � I 9� � 236 414p 1 t � " i Temp Traf c" �a 2 Se +; Cu'du 4 + ,I Barricade µ\\ 0 1 \ 3 be m 41 , 1 41 4 TM 75-((A))-104 , s, -. -' 1 B 41t 411 gs �\ JASBO INC n ` R= o' ro 4o a3 1g o r se• 40 D Pster End Construct n r' t 1 4 \ 41 S o gay \ a See' ' s ii, 1 DB 634, PG 499 37� r a \ `'' o 40� to 1 �� 9' � � r 4 Er c s 80 6� to \Sig j DB 824, PG 1456 1 3 \, °� �•:'. �e d 41 0 - c y \ �\ ZONE: RP ;: c{ti S \ �, 1 I --` _. _ - IJSE : --SAC-Ni - N "q `� \ ,V� `�" t \ d o S 3°42'4 370 \ �^ o s 01.'�,s Charles Scates; et ux` } , \ 4 ` W cG 38A 37,0 ��. AP ` '400 68.9 , g s 421+ to �� IB 814, PG Ta o, ZONE: RP r 1 \ Water ` \ f Ease �ne� p I �• v i Cur ` - i W lneAP 3 Y. �, x�t ' USE: Res, ti 394 4 +'> 1 1 \ - -- o 3 ,` 3 380 --- F w/ i it 1 �\ o �1 4+ 0' Road OZ e' 41 ° 'i \ ti Storm Sewer .3 4M I �� `ncy Bu r Easement \ trG • \ l ' vl 3 . `tom 'a 'S 41*10 '38 " '2r� 3� ��. •., 1 , `, ;1; � ! 1 10. �, _ \ A �� , � :'�1+ �v .g• ,,� ,..,cut .. f 0 W W Z W � o o ,n CO CQ C\1 It Q z x �� L1J b 4 w 0 o Lo a, ^' Hw v� A O O tko q-001 W� ,�, «w WW: . ,y. emu. .• / •`...� ..., i V % Z✓ . 'e— � -- -- -- _.._._ vum+wuw mrw.vrr..V"°"= lh.,. ,/ • �S � o ' I "�� • rP 0 3 , L orm sewer "A' t \ �v EaSem7 r,t ` o , _ T�vI 7 5 - - 'I 0,1+00 onume t vY ` ��-/ j �i1)) t1) a — / y 2+00_{ 2+ 3 — . n .,� ��9� SZ ly ski \ `, Dayid -Witmer, et u ` / /' --- . - -i- -.s--� �-' 7s' ,' - -�- 35' $ •qR. - ° Line. ® ' t PB 894 PG 569 W ___ i°* ` /l 3 i RL D x Eased nt �` ' / e i - 1 7 � `, a •� � �` ! / j� .� 2' C °0 vj 6 e L- ZONE: RP Iz -s-foP - s- i -� _ __ _ -- _ 74p Ar 3 s Cut 11 eet $ia -` ..a.i._. al?u �3 r� } , USE: Res E_ _ _ % f 11 Atlantis . u• inia Inc y hone Easement --- _ O / l \ \ ^ ►—� t--, 1 �/` r• F—I or Water -- -_ -� ; O Z % - ---~� - Sew 'B y asernent �__ _�_. �_ �_: l r-� 733 �'�`:'g ,77�� Ell " > a R_ 40.00 w.wnw, N '..aa`'v',7 mw»w.+.�awxw� rwr:.. k f �-�,1 l E. - - r ub -_ I 1 V � •• __y,,. .. =' ,,.-- � _..., . � _ . _ "ems FutureSt Fors • a � rv� 20(j'�j L ��; „,,,w EIIsion `' .� ' Waser e Line - _ J 0 0 + �_ 3 9 _ _ ` 1-- \ went Q .... � s C 7320 86+00 N 7334 33a 733' 8 _ r+ ---- "' --- 4. E - - 73 _ 9P _._.... 5+00 7 / r/ C� , Slo - r -. Y +� _ Pe & Draina �P $y FCSA 31 731 _ ' = + ��r" -- -._ - --._.- 7 e 73 � 7 e - �•.�' _ __._._ A 1 �-.. �� er�ent 8 Tee, Sleave, _...732 732 3 -_..._..... 34 �.:�. _. .:,�, ...--- _ __ �`'�--dl "_,�-- U r 'fit r334 733> �``..,, 1 v 7 & Valve !3 2 �v /31 a a +0p 8 33.Og 4 4 ~- / / 5- 1 A SRKR ?3 0 7d0 6 --R DA D " 734 63 I'ApE 85 7311 -�_ 314 __ _ —` a t �. 734 8 +5 9p s '' �3 736 9pO 10 R �l 73 t 8 0 0 �-i �\ 7351 3.: z 1"" 7374 - "� w ) Q 6 VDO- a 731 1 J 8 8 ry 35 e C 6 0p o r r{ , d r- - �.""�� _ I1 7 :,.7 x o .— KEY BOTANICAL NAME COMY.ON NAME SIZE (HEIGHT) USE QUANTITY ® CUPRESSOCYPARLS LEYLANDI LEY'LAND CYPRESS 49_6' SB 83 APN TSUGA CAROLINIAN& CAROLINA HRMU)CK 4t-69 SB 83 PINUs STROBUS VHITE PRa 4'_8p REB 55 0 & (R ACER RUBRUM Sp RED SUNSET MAPLE 2• PARK 17 & PAR PRUNUS ARISTROCRAT ARL`STROCRAT PEAR 2' SB PARK 83 15 BUXUS X MICROPI'YIJ,� H'rRTYA136" BOX CONTAINER PARK 60 ' Pos t ed Speed: �„__ 8,1�501' - 1 — 738 e _ ..._ REMOVE EXISTING PAVEMENT MARKING \ 737 ° - . 62+00 - / FROM STA 61+50 - 66+53 AND REMARK \ 6 -Cu F17 "450'; SIGHT DISTANCE e 737 SHOWN I ALL TREES SHALL BE 450, SIGHT DIST r - 1.35y BCp NURSERY GROWN, BALLED p AND BURLAPPED, AND Ex 8" DIP PLANTED IN ACCORDANCE _'TM__ 75 M- ((2)} -) - 3 Water Main w WITH THE LANDDSCAPE ,� «)) — �2 } A; '� KENNETH -A-- FARLAND- MOSBY STATION HOMEOWNERS'.,, ASSOC. �, N• — — SPECIFICATIONS ADOPTED _DB--j9-08 PG 16-2,0 JOINTLY BY THE VIRGINIA _-- _ _-___ - --D B---8 9$, PG 467 - `� �' 1 ' - -- NURSERYMEN'S ASSOCIATION, i ZONE: RP ZOI1�E�; RP THE VIRGINIA SOCIETY OF `� - -- ' Res LANDSCAPE DESIGNERS AND" _ - __ = tip``' USE: OPEN SPACE -- _`_ THE VIRGINIA CHAPTER OF �- _\ -- _�._ _-- .— �" � TM 75M- ((2)) �— THE AMERICAN SOCIETY OF �- i�$ 728 TM — _ JASB0, IN : JASB INC -' ' ) �)-2 DB 98?'G 6 LANDSCAPE ARCHITECTS. ; '� ' ., � --- ZQNE> 'R DB 89 PG 467 USE: des 'N a. C...�,04 SB= Seperation Buffer; REB = Road Etiiency Buffer; PARK = Parldng Landscaping SE :i Res DATE: 9/25/98 SCALE: 1' = 30' DESIGNED BY: cb/kp JOB NO. 2177 SHEET 3 OF 6 X 745 740 735 730 725 POP. Grade 3.5 Min. \ E Grade / r °p• 8" 3.5 Min. --- SDer Afel2h PV 21 Main -SDRt21 1.5' 0 0 s. in. rn Clear. m on _ EO 04 � C� F ]C w E, , w w� H � c w lol II ° co + II II II c) + II co � + + + + w+ 745 740 745 735 740 730 735 725 730 720 720 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 WATER MAIN "A" 745 740 735 E 730 n s 725 i I �4 720 715 a 0 Y m rn m m C �I 0 m 0 to (U CD F— (T 3 0 L C1 r- CV (T C cu CD C 0 4 3 0 2 GT d/ / M >` / F / Grade M a fr v / 1 / 15" RCP 1B - 57' - 15" R CP 1.5 ® 1.50% in Cle r. i ® 2.0 % 39' - 15" RCP ti G :a :a a .4 C] - O W m rn m n i N n V. n n ro n u n IIF o f o n o Z CM T N + + + + + t- S + + .� .r CV cq W N M Ch C) STORM SEWER "A" 740 735 a 730 4) m m F a U 0 cv CQ 725co S � � N 60 N 745 740 735 730 725 720 715 orn 0-4 o� to 0 co to co + r` +� +� 0 0 d.. 0 cf)� U> —? o.w n>.w 0.w VC f50.00 184.12 SD 1 12.0 K-Val 2 5 C7 c) a 735 H cki II 735 Prop. Grade n\ Ex. Grade 730 730 0 41' - 15" RCP a ® 0.50% a J 725 " " 725 CQ 0) ki t11 m r 11 N A ?a r gg 5 z �& 720 720 + ++ 0 0 0 STORM SEWER "B" GrafIA _ �- .1— x• i i pTo 3.5'�Min. ID c7 $tor I � G E"92 I Old ° a as 4n X c w II co II II o II co i II ao 745 740 735 730 725 725 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 WATER MAIN "B" Prop. Grade �Gra `'` Grade J 0 q 0 U o w p to q W O to ID it A E to V� O e p'D m 4 gCM t' >I + VR o to o + + �+ �+, �+) CQ SPANISH OAK ROAD O 740 735E 730 e 725 j to + d' 715 740 735 730 725 m g r a n F 740 0 o M / 1 T a H ee o Grade / Pro _.. _.__ -5D?' 35 119 vc _gDR 35 0 1.51% 35 ®2.23% 8 VC 5 UR 133 00 .. er v a h o s. 0 o 000 C\? 0 CO .-. CV 11 .p CQ 11 CQ 1- II O G4 II n O n 0j 919 O � 0 0 o O co In .+. .+, 1 c cc +v +v m SANITARY SEWER 735 730 725 720 m 715 O .fir O a v + STANDARD TYPICAL SECTION FOR SPANISH OAK ROAD (NTS) 46' R/W 5' 36' 5' R/W LIMITS OF BITUMINOUS SURFACE BITUMINOUS CONCRETE STANDARD CG-6 I31 SLpF S��QE 1/4'�1' 1/4'�1' SIDEWALK GRASS STRIP 4' CONCRETE 3' - BM-2 2' - SM-I'L°5 W/4' N57 COMPACTED STONE 1 8' - 21B 1' UD-4 (TYP.) (, LIMITS OF SUBBASE AS REQUIRED BY VDOT INSPECTOR STANDARD TYPICAL HALF SECTION V M cc W W z W � o c0 to co N co to � to 1 v) 0 1 Z x to � w o a� cc a to 1-4 E- t, CD o tID i., o W zn cz w 0) m a' CC\2 � s- N �' . .a CD z > Y o - o� Pgo�� w �� QZ p ZO O O W Ow w 01.4 TASKER ROAD RTL (NTS) 40' R/W 16' 12' 12' MATCH EX GRADE DATE: 9/25/98 1/4'il' CG-7 SCALE: AS SHOWN 1' UD-4 (TYPJ DESIGNED BY: cb/k AS REQUIRED BY P VDOT INSPECTOR JOB NO. 2177 SHEET 4 OF IS X general backfill - gTeneral backfifl OD O.D. 8"8" " carefully compacted 24" carefully compacted led baddill elect backfill d*24 stone 6" aggregate 6" .rO..i. 1/2 O.D. 6' 6" stone aggregate STANDARD - concrrete CONCRETE CRAmLE general backfill I general backfill O.D. 8" 8" 8' (0 D. 1.-_--.1 g" 24" carefully compacted carefully compacted 24" concrete select backfill select backfill O.D. 6' O.D. 6 1/20.D.:'',; 6" 6" stone aggregate concrete CONCRETE ARCH CONCRETE ENCASEMENT repave to 1-1/2 times saw cut to be madie at original thickness time of repiacemeent. lyre 5?`�d:vxr�lid�3 �t �- _- 18" 8" O.D. , �O entire trench Ito be compacted 211-A 6" V D 0 T PAVEMENT REPLACEMENT TRENCH & BEDDING Figure i �Mrtwm mel:Mne enleeaaat RItYI <i rag board(MPJ D l; trrnd, Inttan gem valve a bons 0 gem valve a box undisexbed .erd1 :stone bedding TYPICAL SECTION TEE. ME. OR PLUG "denotes hand .-VIIIlOn In Ilea Of wood f-i g the fitdng may be wrapped with pdyethelens. end ms corxxsm poured lo completely surround ny . 1 Z' min. for 10' ant amaNNw pipe the Nang end against undisturbed ". The bearing dimensions •p• . 19' min. for IT thru 20• pp:pe against undleWrbed soil shall remain as shown. see chart below for A, B, C ditmenaione. rnuneoTe niucucinuS PAR NARS7nNTAL THRUST BLOCKS Pipe Ola. Plugs, Wyss 8 Toes 11 1/4° and 22 1/2° Bends 45° and 90° Bends A B C A B C 6- 1'-0" 01•9- V-3- O'-g- 0'-9- 0--g" 17•3- 0•-9" V-9" 8' /'-3' 01•9' V.9" 0'-9- 0'-9" 0'-9' V-6- O'-9" T-3" 10" 1'-6' 0'-9" z_3" V-0" 0'-9" V-3" V-9' 0%9" 2'-6' 12" 1'-g- 1'-o" 2'-6" 7-3' 7-0' V-6" 2'-0' 1'•0' T-0" 14- 2'-0- V-0' V-3" 1'-0' 1'-6" 2'-6" 1'-0' 4'-0' 16- 2'-3' 1'-0- 3'-6- 1'-6- 1%0- 2•-0' 2'-9- 1'-0' 18" 2'-6' 1 1"1" 1 T-g' 1 V-6' 1 V-3' 2'-0. 3'•0' i'•3' 4'•9. 1'-g, 1'-6' 2; .0. 3'-3' 1'-6" 5'-0' gw. n rode Over Rbxg. aid •'L"' 11 1/4° TTHRU 90' BENDS 3� embedded In concrete Cxust blodu. FITTING SIZE ROO 1;I7F IZ'6 LESS e NO.. BOOS 2 FMB n NT 30' ti M1 1 , 14' . 2m 8 2 36' Concrete .. vFRTIC L BENDS • ?^-' /FITTING VOLUME OF THRUST BLOCK IN CU. YD. �.: alone bedding LSIZE 11-1/4° 22-1 /2°1 45° 6" 1.3 8• 1.1 2.3 10 1.9 3.7 THRUST BLOCKS FOR VERTICAL 12" 1.2 2.8 5.6 UP BENDS SHALL BE THE SAME 14 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16" 0.9 2.3 5.1 - 18' 1.4 3.2 6.3 - 20' 2.2 4.5 7.8 CONCRETE THRUST BLOCKING Figure 2 Foird FC HH 77 HC-15B 2" custom setter (meter by FCSA) cast in place access door, standard centered in top flat top for (see note 1) 4' diameter manhole varies 2' max, at property line finished (see note 2) f grade roadway box c 2" type K copper r3' riser section for 4' diameter tubing (no joints cv manhole from main to curb stop) with cutouts saddle with 2" min. VIA corporation stop water solid stupport blocks main under ccustom setter ball valve curb stop 6" stone beddin93 with FIP ends, with 2" gate valve operating nut NOTES: 1. Access door shall be by, Halliday Products or our approved equal: 8" a) in non-troffic area - model no. S1R3030 b) in traffic area - rmodel no. HIR2424 2. Water service crossing sltreet shall be encased in 6" dia. SCH40 PVC orr SDR21 piping. The CUTOUT DETAIL piping shall run from once foot beyond sidewalk, typical across the street, to once foot beyond sidewalk. 1 1 /2" and. 2" METER INSTALLA71ON Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 concrete pad V-6" sq. x 6" screw type adjustable valve box locator peg megalugs trench width thrust block 36" min. valve megalug to main r, megaluc ;?;1;r•,;?Lj1jti?Vj 8"x 8"x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 O 6" dia. schedule 40 3' steel pipe filled with concrete and painted 7' yellow 2 O 18" dia. concrete encasement BOLLARD DETAIL direction of setting to be approved prior to installation as required - concrete pad 1 %6" sq. x 6' deep 2" min. - 6" max. I ji screw type adjustable stone I stone to be minimum valve box /-of 6" above top of base locator peg megalugs •r•r•r•i•r •r :� ;. M•1•ti•;.V:1 :ti'y~•~•1.1•yi\?;?: r`r.r1r. r. ti .• t�rM1ar•r.i1}ti):J�t:l�f•r.r•r'r•r`i•i"r`'T•7.r •6 .f.. `• • % S S •• r• _ mechanical joint swivel tee with e : f` ~ ? •c`f� `f 6" branch FIRE HYDRANT ASSEMBLY Figure 9 top of manhole at grade in pavement areas unless otherwise directed; 1'-6" top shall be sot 18" min. above grade in easement areas Square skid pad 6'thidE- contractor to grout manhole cover in place 4 bolts (3/4" dia.) adjustment rings (11" max.) max 18 concrete ASTMC-150 4000 psi 12- or 16" (typ.) pioneer 301 mastic applied between joints and on exterior side of joints joints are to be sealed with "0' ring gasket variable 4.0' I.D. -pipe to manhole connection to be by flexible sleeve Invert channel to provide 3'-0' min. smooth transition in to out, 'for all connections 4'-0' max. 2-0"max. ____ grout 110tTOm of manhole top of bench -wall to form channel same elevchanneltop of pipe 8. •4•ti.,,.,•1•L..,•ti.,.,•,•,•,.�•ti•ti•ti.�•,.NL.,.\%.% 6' beddi stone �i�i•r.r•r•r•r.r.r.r•r•r•r•r•r•r•r• r•ryr4r•r•r•r•r•r•r.r•r•r.r•, ng•n,.,.1.,.,,.ti.1.,.�.,.,.,•,.,.,.,.,?ti.ti. 1% %.% i?i:'i?i?i?li.i?i?i NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. If adjustment elevation exceeds two inch"s use concrete adjustment rings with a extenor Coating of bitumastic water proofing. _ 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 SCH 40 solvent weld cap 36" min. cover treated 2"x 4" with top 6" painted green _ 4" pipe at 2.00 minimum grade GRAVITY SEWER SERVICE LATERAL Figure 15 is AMF.F.ICA HOUSE is�* ASSISTETA LrviNG RESIDENCE it Iy- - P O LL .2 L 0 c u C 4 ,t1,• 1a I Core 3s1 -- -4 WT;w 1-1'7 ( F I C LIIARAL IERISTILS: COLOR OF STRIPES - REFLECTORIZED ORANGE AND MOTE WI01H OF RAIL - 1' HIM. - 12' MAX NUMBER OF REFLECTORIZED RAIL FACES - 3 iF FACING TRAFFIC IN ONE DIRECTION - 6 IF FACING TRAFFIC IN TWO DIRECTION GENERAL NOTES: 1) Barricade shall be used at the end of pavement on all dead-end streets. 2) Posts and Dlanks xhall be pfe$aUre Irealed JUMber 3) Planks shall be painted completely while. Posts shall be painted while on an sides to within six Inches (6 In.) of the ground level. 4) Good quality, oil base, exterior grade paint must be used. SIX Inch f6 In.) high intensity relleclive orange and while stripe tam shall be used on one side for the full length of the barricade. 5) Each plank shall be secured to each post with two (2) 3/8 In. x 6 - 1/2 In. carriage bolls or wilh two (2) 7/16 In. x 4 In. lag screws with washers. Bolls or screws are to be placed two Inches (2 In.) from edge of planks. 6) Where necessary for safety of pedestrian traffic, a full extension of the barricade may be required to the limits of the right-of-way. 7) Where provtslon must be made for pSpg4s of equipment and authorized vehicles lockable gales may provided in one section of the batflcade TB-1 1995 3.13 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) Imo. W ! WO LL 1.5 0.5 2.0 2.0 0 2.0 z.5 3.0 z.0 2.5 ,�: 3.5 2.5 S.0 HO N 4.0 3.0 3.0 4.5 3.5 A.0 5.0 4.0 s.s EXCAVATED AREA wx. OEPTH a ORD O ELCY.N0 ELEV. SOURCE: VA. DSWC PLATE. 3.13-I _TEMPORARY SEDIMENT TRAP 4N. 67 N. "D./ALRC tt.ryw..tot \..� MRM•,L cRouwo cuv. •ut ru,7t S.r3-: c t .Pc•7.nrt- c ... t e,.w.r CROSS SECTION OF OUTLET 3 t / / dvtanoN CO•wel.� � //� ucww � nLTtR ao7" �\ 1Ru'COARSE AOORCDA7C SHAk e�p��33) OR /3 OUTLET (PERSPECTIVE VIEW) SOVRC[: vA. OSwC RLAT C. ].tl-2 s...R..: V_ swcc B-49 STANDARD TRAFFIC BARRICADE DIVERSIONS LOR a+rrs3mrr 1 o�• sea �, na l III a i TYPICAL PARABOLIC DIVERSION ,ox 1 e e• .Ra ..... IT alit ul ull ul TYPICAL TRAPEZOIDAL DIVERSION oe. ss,rca sr ` 1 Im D III I II b 1 W TYPICAL VEE-SHAPED DIVERSION Seu vo. DSWC 1995 3.02 ., �..-„�. , . •!\r•\R•i.!•\iMNkM,� K\iM\a.{.i �r\f,\A/�6\RN.\. 1 , t• 1 1 t _ _ _ =11 �4�e� �e.t�l•.�1•..1•. a .(,�l1 T •��! •!e!e!w�e .ei II_u�c� tr.�raa�rr ic! 1 Yv, ti rn • w n 1Kr� r0 e'1•r�:r�.e'�' '1'r�'r�'e:1'r`�:r�'e�, ILa11 a e� e� e�,e.1.e� • e. e� •�;e� e� e� fly e w�w�,r.�w,ri. w%•Yw-rw�i��fiV 1 �veMr•c- ;e.�•R�'ea'r �� 1'a'ee•ee SM- IOl 9 Ilsm IM Yonlail Slaldadr for Sal Insim pad Sedmenl Conl n( A Vt. EK rich 5.02 I 1995 3.08 SILT FENCE CULVERT INLET PROTECTION ENDWALL ME Or FILL CULVERT - o - TOE 0, nil Stu FENCE DISTANCE V a' MINIMUM IF FLOW t5 TOWARD EMBANCMENT LOW OPTIONAL STONE COMBINATION FLOW YDOT 13, 1357, 13. 156 OR 157 CDQRSE ACCRECATE CUSS I RIPRAP TO REPLACE sxr FENCE IN • HoRSF$NoE ' WNeI NCH VEIOVY OF ROW a EXPECTED SOURCE: 40AFM Inn, WOOT Shidwd Shade ono ft DSWC PLATE. SILT FENCE DROP INLET PROTECTION e x .• VOCII 1-C T vDROP INLET trH (iAAr[ I.T wx. reARE I I I 1 cArlee 1 1 1 1 cxccscSS PERSPECTIVE VIEWS Sru E reset[ C 1• eel lout ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5X) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOUPLR N.0 I�sdAn lid C �m•nt CD trot Plsnnine End Dmrn Manual Igoe B-27 1995 FUZZ 3.07-1 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 6'VAX. STAKES. rcolr � 4' 3. STAPLE FILTER MATE.RLkL TO STAKES AND EXTEND 4. BACKFILL AND COMPACT THE EXCAVATED SOIL IT INTD THE TRENCH. III FLOW SHEET FLAW INSTALLATION (PERSPECTIVE VIElf) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOIL i8 latted Irons IDrlaUation o! Streit and Ftbric F&r Birrim for Sediment Control YA DSTIC PU18 3D5 2 Shmood End T/ant B-20 1995 GRAVEL CURB INLET SEDIMENT FILTER �J GRAVEL FILTER" I.-12' RLMOFF WATER WIRE MESH FILTERED WATER r dv u I o -_ I SEDIMENT I� CONCRETE CUTTER ' 1 2 CURB INIEI SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INU79 THEP•E PONDING IN FRONT OF THE STRUCTURE 15 NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT jf3, f357 OR 5 COARSE AGGREGATE. SOURCE VA. DSMC B-34 PLATE ; 3.07 z MM� Cr W zR 7V L W O CD LO N � CAI It Qco CO ' CD lC) �> I Zx to N W �� w 0 _t u7 U Ri rj a (T. 03 rA Lai 0 o W � ry E_ Q OD CtJ D Z �C Q C5 0 Z' �NNJ F--i W ��,Ol V W 0w V1 DATE: 9/25/98 SCALE: AS SHOWN DESIGNED BY: clo/kp JOB NO. 2177 SHEET 5 OF6 n 0 Y m IT C\) 6j O CY7 L n Q Is aJ in ED En a✓ Q N co a) En CD S EO U L E Q I t\ CV / C-D 0 / C -` Q1 CD Y Ell-5 ♦ - A A A M SECTION A -A SECTION B-B YbamM« Bur o 1065 0 -s- No.M Bdlef 1 •3'br••Ir r•gtoM arm l2'Is pbshc bradaore (ASTM ra7GSIM yh cbin V�mh a gohorwed sMl.r.,anm.n IASTM,♦613,GraM fi01 pTGH PLAN IrEDNMI PLAN r.a do 003 rem, me" 4.Mtn narwn cloth L2}a2;.} No S • S'-0• a.. Wr eNr � RlcnerW Ivltlr bwleb• of flructae I L2i2".� rCo1a dersoPs 1. a'♦. - Shaw Cason e. }"b9.r ban at,, DETAIL Gro1e dnl.,ao+ ys WSB W, Sale.• al. 3Ti• aNEn-1 x w � � NB•6'wdm f GRATE COLLAR j y (GALVANIZED) (GALVANIZED) ono /DITCH LINE SECTION / I inner, of a beMe>�d m CYnrr1 la ts o P•eall ^ gtomm�q a pond'rrp of I.ow Seen ran ►EpAN WITCH SECTION ST'D PG-2A TYPE COVER DIMENSIONS ACING Wr W. Wa W, D Q X I GR}O TYBA5 2- j± I-0 6 3" IA" 2-2" WMMIULNEHIME A-Oji 1'51 2-ICI} NA e' 5} NA 16" I'-5" 79' 2'-9 1-G& 1.6 8 aIt aI W" 2-B" III B3,Ba 2-21" 11}" 10• a}" Dr, 18 2-0 CI,C2 2-7I"i-IOI 1-III'1w 7" IB" 2-4 C3 '_T I. 2} 'S}" 8•.-7 I--2} 2-5i q I' -IS TM il•d ninuon loan her to Sladvds and Nwfa d on in. clue -41 te me-ed horn RN -1 d se carnal asps b to bpd IM.tn ilea Psn Wiles«nrrne as appnrrrwta only b HIMANN P•Pos.s and MM wwl dnr."rsrp"s .hen be dIwnnod by art is- N, a Fan Fled cwdmmns WM poNd bltlr. ve DIIalNw, rq ta-ln PSC.,Prscal,bnS.w canes Flock For defoh was Sid Of- 7. 7�.X IIwwad 0aoa 122'Cc to All cut npbce concrete b be Class A3 peant eanb'nnt Step in •srsrdao wIn Sf'd Sl-1 ra b MPwrsd •rhsn terrar.m •H ..'-0 v Iwla n aS d dorms o w sundae a- 1notch aol lob 9- sund e r 3,a al«ml. Wa'pr STAiZARD DITCH DROP INLET H _.,.-. v crERLN�C VIRGINIA DEPARTMENT 241 w S03 of-3A-Y 'C aa•d snmrn lN.«.brwl2'CC r.. •err lera« wo In 4.war pre Mee ear ( bowl inp Cor•creM I. r..sr srlbesrK a.n anlY N M' W wdtN It+r1T•� M aarlorM rM+'•1'aar Yaw 4rra«tat wa .we1a la +er1 PI- E.omaor doss of Sidlerde slial, _�%�, r'I r ar- _-_ - `(I{Ill=y3�, T Fr ,rW sl In •t F,or• A C.rr 1 = .het < aaa 91'a IC-2 , tees ol•..... `� Mar a T- 1 . i a l TIN A Typ a Yx III }she •rr.. rm<w �y� �yy yyyyyy ��3�yyyy�� yyy }_y_y� 3' or .... „•. « err. �e• a 1.y1 J-L1`a T} NOSE DETAILS II II M / en A11-��FL 11 tress r crs1+_iL+11J-1�-}L 1YIL-31�` MeM Mr Y4 'uYi ewe Sraa Ure ta«d bYa Sea +try <4. IMP tr. t N rye.. Cra.A I;anwd loYa Y e«tnWr b IbY Carer •Ib 'nlyral Cw., glrnlr is 1• N •«IIrJW YWI E �� E•W 'Ilj.swn. "PLAN t'c q'Ma BMW aw terra S.,-,-,le ah,ce <oY IM sePoneen Mane q'Ma. rl avdr'-4 Is ub . 1.1, od MHr. .... ro' s rYd-{ i�Y a- L-when- M j dt �_o"� SECTION B-B I II Al r-8 -II �- e.a.t - - ------ q. 4 11 - rt _ I W r tr• t �B {t Ty A nu are .hell N .<M Ew c ' �fWN« y e' •: Y"ir.ww Ca-3 a C0-, Sunr.h. i ' 3' aeaaw UI ea FRONT ELEIVATIf1N rY . a n.e e•rr .nod Se -J New �r cc -[ace -a .'eba•w r..IW 4MbcW I I0 A r Y •.an ma n.«I d'n ouf Ml ays. Ngrw Inm rM Hose I Mre'u.Mw Mr«�ryflW • Il a .a ,hurl,•• m. +.,r' d Y ,D r• tea D• ,now .-m ce,rrw N rr 3'.'t d .denrN aF.cNn.Tw cba lH'maY «.N•«auapW E.. .0 new r No-, Srordwa .a.r. mar •• consrrucha .dh Cac..IS ou l.r +moat alfpvq are Md n M aKs Did Ia IM nucWa vva W 0.03 -S, n.unMr • m••b _ • v< IT. n• errs Narl a. Aare. sloe•nhorae I-, IS I-i-i--a simava oru.vq ol+lae. ..SWS r.mn«a �' Far awrlaaen rd swrtbr nM washes eN M,aw Ed 2 SECTION A -A p-3A 01-38 DI-3C [ 1 Aar. aa.. r I N I l0 I -J l l 1 _l A F« wa ate. d Y r« +... eta. aw hew b N an.+.- r- e.. sears rw. ni. M ..aura ad savvy r .r.r TM 'N'dManbn SED d.temsst n,.arb•Sn. Irwoma oInppaMoDwnrr «mIMaacmoasnhaeaoIws�tH«aa•lIterpmaap.l• nI 9«pa.v<p.on,anl.ea ar'.u... rN1 M a Yr. wo.Ve ra •• •d r rawrr,l aa«.Y M ewb.M W raw he she •r •�<wa«.ahea r DETAIL WHE -1n1. Ildold, nspcllieduOWrlM WT TO7CURI torto heWoMh- rlheN Laserrr1L1.M,ura se,easseas WITHOUT WT[R rosMtraawM wr .adatm..d .ran er•••M ar ` rw A�hetN «.<•Mrw NM«.. Sheet I of 2 STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12'-30N PIPE MAXIMUM DEPTH (H)=81 233 VIRGINIA QO�PARTMENT 302 104.09 TRANSPORTATION uab.. 1. bS es .ashen on Pion', Ix Shea, .spoon sons A • .dry as n - �1 °y IRoeab. to e. m 7" ' ra------- s. II Uan A7 M.C.S. I:."�•�. b• - - - - - - - ••da Cla �Cwon«ea ,ens ` SECTION C-C -1. ram '9- 2 0" or o. uaa. ne 1ood.or r...n w lypka.aclron PLAN VIEW G, Con•lrucl G.Ma. aM . -in a lhaab c tww q'Pa that Cur.• D map• 1 snodd•r e Y h oPDa.wrM. LinesNP. curry. ----- -b ------------ leaner, 51'd. CC-nM Wed fur ant, 43 bush a Moa,a s'-0Y ----- ----_ F <mjrmcDon aim VDOT pojecl•,aeo•e • X Me.. - - D wl• Ihs lc* . w. sure E*aw< D zx.apna,. he.•m•nl was be c.nrr.ctm •0' W. Id SVhet CanMctlon to IM R/W Er•e la•capl onT arnP od• •lob.i,olion r-a" la morn• 2D' D..bobN 1« Cdr...ardr Cnlr, ewsm.nl IN. can M emitted in 5' Mn 'a W .nlranc..I SECTION A - A ♦ Rddlacwb S, coneshotlon curb ad pull., Mnot be con.lr-l.d Myond Vra war aM ..cap' for repbcamr,l pnw.as. Guidelines for Grade Change D Rh•n wed n <w)wrctbn n1n slwdo,a 9 c, « Cc-y. m. c b Iw. p IN• Slardad I. 1. ba odi., lock Io ankh this, Enlrw.ce Vdwn< D-ohb Lt.,- m.olnlobb curb C-1.1ur.hon tsar lrv. men 1500 VPD1 D % 3 Y Sa. Slondrd CG-12 for Curb Rarp --ir I. b. ..ad rn IN. Stadord. M.dum 1500 15M VPOI ! 3 / 6 y W1vn Ds, Iran. rn,6 w 1 her -dots lti 1w r+q rape tmenl• of onl"u.", ne-, co. Ibsa Item 500 VPDI ' b % t % bus. Ir of tic on ton phon shoed M Press to .•a..ang in.CM<p ' of odpcanl pI.pc..d o. I. , M x Op Honano.an may b. wad to, .-tram, S. cut .action. Dplio..lfio- may re 4- orp-g e pro lnn .1 "1" to wacl.dc w,Wnp of 3fices"ae METHOD OF TREATMENT- [r[Rrl CONNECTION {FOR STREET INTERSECTIONS 5D2 AND COMMERCIAL ENTRANCES 20308 III D[PMIMENI DI IRA+Sn OPIAH011 __._ J M TN. If eo l Ine option 1 IM cwlrodor INS curb may bt v,ad oS. dHiqq ofpetd I. /0 MPH Nat M Nw Ngh.oys o d 45 st'H w ISf. n d..roP.d Don a UbU,00r, S 11 these "'I eed$ art .•a-tdtd Stadad CG-t it regvir.d. Th. bo Rom el the curb and gut l« mot a coP.lrvcled p reNl to coura s1oV.P I MAboss •H p dd,d a m depth cf 7.' a monlen•d. rw rasa lour tl In, bo op•n Op tided banoge bear In, Oollom oI IM two End 9,111, be conslnvct•d Dorcas' to theqop• pl .cb .. courses wad to the depth of the po-"rent. Note Combn.t- cure b Will, barir,q o robot of 300'a NH (o10n9 loco of curb) Moa be po)d for as robs combnolion curb ► quit - IN, item moy be pncml or coal in plo<s. Con nle to be Clo,, A3 11 cost n pbc.. /000 PSil pr.cost. vlva.ra RnRK` COMBINATION 6" CURB & GUTTER q5 302 VIRGINIA DEPARTMENT Or TRAISPORTATION Re. al 30. f996 2010J CG-1 7" R " / I D_ D b D D D e• a . 5 D D t p ' - - - - - - - - - - -- -_ - Ihe fiction, fit In.' curb end u« tln:efypa lolnMo.. to t wo dew tal depth 1" h :Hurr.d� IN, era •^et lot c . le I IM Wnon el IMeenlr odor Tor us• .;in ft.b;t,.o man pr tided bonoge byte, m. Dol tom of the curb and gv11« SbMbe conslrucled pfi1.0111. IM stopp of Subool. tour ant d to IQ depth 1 in. TN, curb moy be used .;In o^y dos;r Speed povem•nl WI is r o-d .hen 0..;v .P:.d is acts, ft.,combirmH on vn1o0N vrb and 9.111, IS 8rn t0 MPit on Rwel nign.oyf finds MPH Ned, 1st Slondwd Enlronc. Curl ter, w S1.ndad b e.•ebped wbw a Subv,bw aSH. C-lion I. $I, .l Inllrsedion. a. I. I-, Note: cembiblion rob E Pall., twang .rod., ItM mwunlobse curb confgwol;- ncwp-ed. of 300or less to" loco of cu,b) .hate Men II$ tlondold isIo a. lied No I'll rp be pod for et robs -mot,obon Cwb I. bP,rie, curb. It;ti h m le be ode .;1l:n Inar.ns 1. l•,. p r IM sharp. n Slwldod. mode e1 rn9ao, 111,, ism NM, M weca.l or oil n III s psr,np. C cr 1. to be Cbss AJ '1 Ce.1 in pb , •000 PS, P,ecml. COMBINATION 4" CURB & GUTTER "G- DEPARTMENT Or IRANSPORIAIION it.. A."at 30. M96 Inucir. RrlR rq 1D5 502 To -0 lr ocia", _E b 0 a In, pda r PN U. CG ' %z aert- a far IrpN Yi -R M1r..p• .A.S atrload.. - - - JO - E-huab. Ara . r. .. Y �� ^vw.J urn'• Flo' IyrrA R Ip - - - T - T Un CS -I ea.eMn r, Sloe S. - r insure' Sll Svr.a wrr.oae� Win �,taRn CIaMnIA:Ib,,ra ver- eb•rar a cf�I e a! smo, 6-O 6 UCrrPEK ALrERhArE RARADIALPLM J64 i FOR USE AT APPAR(f STREET Qgor, t�. cc OONNE�SS AND COMMEAVAL For ['frocks, Enrace, r,w)I -1 SIaWr�rcc ]� 20 10 I RADIAL PLAN Danrlh' T- JO - M1r,Ho, /+d mar Fj SPece a T. ..f ► - Sac. IPr Mora- 1 A -wJ TANGENT PLAN ISOMETRIC VIEW • rrrra Srd.CC-3 CC r It Ned. MOTES I w r{lr Rr aunt- MD frco Io b• �Idas AAW3 C'Trj.'ra• Irb.! AI q Xaplllnl In ,llprHl/Ial Maya VdamP'I YH rspulr•rrr•/ b Ma+oW rdrp tw/tic• lr I/a pllIS rldln d Rep fba harp Ipv «y n Mlle e' ..w A/fe, atpl ableW • Rr Ibp r m✓ r wJ! In daal.Th Oapdwa .anM anon be ►'o/da1 .y an S,Dplr dw'" �6 fMsn Ross, 11101/sr erns/ o -,1- flairSrd d 12r, WO rf v Fbr•d EIdH of -0 roep b b pane sa INC.Ar Nn rhea fast, a be Whp w- -t)Jx YOr. r niter• conch cflef /dn .ern roarer Dlrs. - Or "- frog 11 . . ff.Mu -0 ce p 4deff for dw Oa, AN fM WAV, y fW d alo. Cur'+ Of co In p al« Doom. d P1w> rw'p fba.1"..0 cy:rS,S you r DEP/N FO BE VSED RNENT rNE E117RAVCE $a clew rH. SECTION A -A IREDu0fN[YfNUr �AKCIPATEWWATE D ITuRinK ^T TALCIC lh eeaad acaaand d, iewS. AnniaanP 01-Inis, as �I •efV Own daH dIle ro.p tA,vFF. Curb "Pets, .ell be aaosryH and pad fur a IN IWrad urf wlW /r NW,.Oc Cened e5 , Cloy, a PK [wore Stdr-0 or EalRVd opp, arplo sldaral. rmrae 1,0m. M1rra,rS EMelrwflm Sb. Izr YP•lehmr �+dn CIV b and pr%^ ,Aoa Iraro0lam d/user b -br- are Irnl,rhe In ps,,re•r � _ This Il s an mil,b fa -V-b end p/I- �c.S3"�> �rrm^"' ...-.......r p'aar r cer In sasue .elr, we✓ h, mrlumylon rhn SWO.Id a; I a C17r, are curb lace An We S,aafP-t I. . - le AS adAared b teach In � `ha cur. corsivu on n SECT ION B-B it Ate,"" IS.". h -I,-erine/ H • I,- rob ft- re b a scored .1 .roan .tee r«M a H ape or re, E vl-. atpr IW.d. rlerAflrm ad anP ,ullbn Trip, r. b be -Idol or hM,wflo, ."row a1 errr.cOl• rpr• r Nn fee He .1 the, d to-w oopeo- rda•am Pan tt.ramrp rr acces". a~,r . •A or . Mp..q rannry m o ,Spaeb,r a .Intel Flde.on N ur,hry. T�p.pI .fa. rl n a rpa.aa a ,Ne.o/1 rOdh"/ ms tent b alaoaM.rrlH ab rw"IM r "oer/anml M toy o.' arrrd f T pOUlrlm aH,.onll ,Iron a1 pyu 1, tall rmn �t vs' Ir crsoa run swag Iass"ineN,. [.irlrv�m ..~ ..rrac..rlM'al0 si.�d narNr.norrcisYW RrM,. CURB RAMP RIfRMl (PERSONS WITH MOBILITY IMPAIRMENTS) >02 203.09 VIRCHA DEPARTMENT OF IRKr5Pp11Al" SOa Barite. 3I596 M NOTES Sbodmg of morainal,and!nl.J nnr1. n occo<donc. wIlb this bow" is to apply to Ibs. slrucl.n. apaclfied on plans or .her. rnr.rl of pre. 1..1,o.. m.sn of .,.slur. radial. a drop awl r b M Iwnsild end -1-clsd an o ,jonu can applrcabls rondord a NNclal bowing The Imeo abpap a alWd Mason is b cwbrst ofa palbrW Cement Concrate ma wrdarwp Is Close A 3 on Cans. CI,.-pl tbl 25A of CODr.. op9npdt Rey base AS a• n ban.br end oonsir d .tar. bvtrw bictr, boew tench'., r bdsn mr,cIs. rocs The -I.. shell be all snMotn fiY mean d bred 4v..tng Mons of tas toorN oepn90N .Mil "urn A PHad Dithus of 4 -]lope r a b' qp SECTION A -A =TROD OF TREATMENT IN DROP INLETS e bea Slopdn w transit r wdMl opt oan•rI show" a Ywen hereon a. for ..ompl, purposes ray Each mpMas a bap N.I • b De ✓roped nb.ldwhy b M,I nl ase �' I • e per"cula "' and OWM, contr9wabm rod it- lines - PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE 8INLET INVERTS R 302 VIRGINIA DEPARTMENT d •G••,c �•"•••, 10608 3CA L-14 tl I I a�T� L. _ L_ _ _1 Ila �e�eOrJ� Aj IOt4 I I I- �% L�rj y�b� �(,�vaTiari IS-1 I d Ito 141- Diu . .. -..... .... ..... i ....ram". .,row...,.. F�APJ ~ WM pyTflf- rVAG #�-Ar Im tic Uj Uj V Z W O cc In y CM ^ ` '2 It Q ti � 00 I (M Zx � Lo Wv LLj O at w � Q) O O 'Q � Y > p �O z IG1 F•--1 I-i �Vy E--1 ` w Q o0 W (w F�CID DATE: 9/25/98 SCALE: AS SHOWN DESIGNED BY: cb/kp JOB NO. 2177 SHEET 6 OF 6 w 0 a 01 rn rn CU OQ 0 0 D c 0 o, 3 0 0 U CV 01 C L QJ c .Q, C L.L, 0 cn 0 0 U ti L N a CENERAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP C� EXISTING INTERMEDIATE CONTOUR - --- ~ -- _ 33 _ - --- -` 5� SCALE I "= 2000' _Z 1. Methods and materials used in the constructiion of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 LAKEVIEW \ SID� G W Count construction standards and specifications and/or current VDOT standards and s ecifications. Y P P Transportation VDOT Road and Bride Specifications, and Standards, The Virginia Erosion P (VDOT) g P g' 40 ESTATES ` '� w and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR EX E/P _%• -, Z 2. Measures to control erosion and siltation, inclluding detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT s must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P N relieves the developer or his agent of the resoponsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT WAKELAND v Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER = - EX C&G _ - _ / J MANOR 3. A permit must be obtained from the Office od the Resident Engineer, Virginia Department of Transportation in State Safety & Health Administration and VOSH Rules & Regulations. PROPOSED CURB AND GUTTER PROP C&G\ MACEDON W 0 (VDOT) and Frederick County prior to construcction existing right-of-way. roo 0 does issuiance by VDOT when is V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, CG-6 CG-6R 4'Ie ACRES Rte 642 / CQ CQ CO It 4. Approval of this plan not guarantee of an entrance permit such permit shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R Y = r REPERI required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's Rte Q Co 5. The exact location of all guard rails will be (determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE T _ 642 q with the Developer, Count Representatives, amd Representatives of the Virginia Department of Transportation P Y P P to determine if ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may g g g Y Y PROPOSED TELEPHONE LINE EX. 15 RCP FREDERICK OWNE PIN 75-A-10 rit (VDOT) and where guard rail sand/of paved responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary b VDOT. J g Y Y EXISTING STORM SEWER PROP. 15 RCP i ALBIN 6 / w x c; `o r- Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. -f VILLAGE \ ,�� a; o p be the Also, V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER a� w 6. An approved set of plans and all applicable hermits must available at construction site. a land use permits for any work on VDOT right-of-way. a� representative of the developer must be availtable at all times. EXISTING SANITARY SEWER _ a; X 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER H w Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE E. 0 embankment: V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Na 0 N 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE _ PROJECT INFORMATION Q) than 6 will require revised pavement section prepared b Greenwa Engineering and approved by the owner. q P P P Y Y g g PP PROPOSED GAS LINE G G V. � W C/] PARCEL IDENTIFICATION PARCEL AREA CURRENT ZONING CURRENT USE 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the 0 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE _ _ TM 75-((A))-1.04F 4.2889 ACRES RP VACANT 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other affected by this shall be maintained FLOW LINE _ -► "NOTE: CONDITIONAL USE PERMIT #003-98 (APPROVED 9/9/98) CONDITIONS: be minimum 6" diameter and conform to VDOT standard SB-1. properties project through construction. FENCELINE--�-�- 1. All review agency comments must be addressed and complied with at all times. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than V9. drainage EXISTING POWER POLE 2. A site plan shall be approved by the County. 3. A six-foot high earthen berm shall be constructed to meet the opaque requirements of one litter receptacle shall be provided at the construction site. Contractor shall ensure adequate is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE the residential separation buffer. 13, The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to r 4. Any expansion of this facility will require a revised conditional use permit and a Ln LA entering public streets, and it is the contracitors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE revised site plan. C whatever measures are necessary to insure thhat the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE ' T RAT- 5. Applicant must comply with all requirements of the State and County code pertaining Z £ E condition at all times. to assisted living care facilities. o E: £ 14. Notification shall be given to the appropriate. utility company prior to construction of water and./or sanitary VI 1. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED FIRE HYDRANT BUILDING HEIGHT 0 U 0 U sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that S_!�'itiACKS 35' MAXIMUM: 35' w sheets, and connections to existing lines. vicinityuntil d unan adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE W- e w FRONT 15' PROPOSED: 26.33' _� _E 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m .SIDE REAR 50' d standards and specifications of Frederick Couinty and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER " � 5,_ E_ w OPEN SPACE 16. The location of existing utilities shown in those plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER _TABULATION: contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed STOP SIGN REQUIRED: SITE - 4.2889 AC x 30% = 1.29 ACRES (SITE) prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by PROVIDED: 72.8% OR 3.12 ACRES utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width VEHICLES PER DAY COUNT 100 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT PROPOSED STREET NAME SIGN + Q` Q` result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to PROPOSED SANITARY LATERAL CLEANOUT 18. . When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. must be provided to Frederick County Sanitattion Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans SANITARY MANHOLE IDENTIFIER 1 Q development permits. and further where determined necessary by VDOT Inspector. DENSITY TABULATION 19. The developer will be responsible for the relocation of any utilities which is required as a result of his STORM DRAIN STRUCTURE IDENTIFIER O DWELLING UNITS - LAND BAY #1: project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way 35 LIVING UNITS + 1 MANAGER APRT. = 36 UNITS shall meet VDOT minimum design standards and is the developer's responsibility. EASEMENT LINE - - AUTUMN GLEN, SEC 1 (APPROVED) = 41 UNITS 20. These plans identify the location of all knowm gravesites. Gravesites shown on this plan will be protected -TT "T DEVELOPMENT = 56 UNITS in accordance with state law. In the event gravesites are discovered during construction, the o-,--ner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials' within CENTERLINE - TOTAL UNITS (LAND BAY #1) = 133 UNITS engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to 12.0 T=° e,,:y, AREA - LAND BAY 1: # 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. EXISTING SPOT ELEVATION Master Development Plan) = 34.06 ACRES at (540) 662-4185 immediately of any discrelpancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED SPOT ELEVATION 715 s � , 13��. .s ,TNITS/34.06 ACRES = 3.84 UNITS/ACRE ►-, 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markit binse markings muse installed by the developer or, at VDOT's discretion, by VDOT on an EXISTING TREE DRIP LINE � Z proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PARKING TABULATION professional engineer and results submitted Lo Frederick County prior to pavement construction. If a REQUI E-iRED: 4 geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. 1 SPACE/4BEDS+1 SPACE/EMPLOYEE ON MAJOR SHIFT E- , U � 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 41 BEDS/4+5 EMPLOYEES = 15.25 SPACES E"'' a', or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement PROVIDED: W E- of excavation or demolition. Names and telephone numbers of the and operators underground utility lines 21 SPACES INCLUDING 1 HANDICAP SPACE U) E-, in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. AREA TABULATION U) Q Z TRIP GENERATION DATA O � 0 TOTAL AREA OF LOTS: 4.2889 ACRES CLASS USE DWELLING UNITS *TRIP RATE TRIP RATE USED VPD RIGHT OF WAY 0.2563 ACRES TOTAL DEVELOPMENT AREA: 4.5452 ACRES 252 CONGREGATE 41 2.15 3.0 123 ENVIRONMENTAL FEATURES aCARE 124 FACILITY EXISTING PROPOSED PERCENT O 4W FEATURE ACREAGE DISTURBED ACREAGE DISTURBED JQ FLOODPLAINS 0 - 0 LAKES & PONDS 0 - 0 4.4 *TAKEN FROM WETLANDS OVER 1AC 0 - 0 ITE TRIP NATURAL S.W. 0 _ 0 GENERATION, DETENTION AREAS 6th EDITION STEEP SLOPES 0 - 0 FCSA CONSTRUCTION NOTES OVER 15% - WOODLANDS 0 0 1. Water and sewer lines are to be constructed in accordance with these plans. The lines SHEET INDEX SEAL COVER SHEET Water Sewer: Frederick Count Sanitation Authority / Y' y Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 shall additionally meet all requirements of the Frederick County Sanitation Authority. - Winchester, VA. 22604 Winchester, VA 22604 540 868-1061 ( ) 2. The -contractor shall coordinate with, and arrange for inspection by the Authority. Project Name: ��pp A M E R I C A HOUSE ASSISTED LIVING (540) 869-111.1 Phone: Bell -Atlantic 3. Exact locations of water and sewer services on new lines are to be coordinated with the Owner: Address, Including Zip Code & Telephone No. P.O. Box 17398 Authority's inspector. COVER SHT 1 Baltimore, MD 211297 GRADING PLAN 2 f s JASBO, INC. P.O. BOX 6 (301) 954-6282 4. The Sanitation Authoritymaintenance department is responsible for the installation of �'. STEPHENS CITY, VA 22655 540-869-1800 MISS UTILITY 1-800-257-7777 water meters. Before a permanent meter is set the require; 1 the frame and cover to P Y q ) U MARK D. SMITH Developer: Address, Including Zip Code & Telephone No. Power: Allegheny Power be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to EROISION CONTROL & LANDSCAPE 3 No.022837 � P.O. Box 1458 Hagerstown, MD 21741 the final grade of the lot; 3) the distance between the top of the cover and the yoke bar between 18 and 21 inches; and 4) all components of the meter box assembly to be in PROFILES 4 � ' AMERICA HOUSE ASSISTED V191RULANNINGIDEVELOPMENT P.O. BOX 998 1-800-654-3317 proper working order. It is the developer's/conctractr's responsibility to have the meter DETAILS 5 `sSIONAL01 MARSHALL, VA 20116 540-364-9300 box assembly installed correctly. Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 5. The Sanitation Authority shall install all water and sewer services that connect to existing DETAILS 6 lines. The location of the tap and the termination point of the lateral are to be GREENWAY ENGINEERING 151 WINDY HILL LANE coordinated with the Authority's assistant engineer. An application for services must be WINCHESTER, VA 22602 540-662-4185 made and fees paid. PROFESSIONAL SEAL & SIGNATURE 6. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of APPROVAL �$�� qg DATE: 11/3/98 this work. THESE PLANS ARE IN CONFORMANCE WITH 7, COUNTY OF FREDERICK STANDARDS AND SCALE: 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. ORDINANCES. ANY DEVIATION OR CHANGE 8. A double check valve backflow prevention assembly is to be installed on any line (fire or IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO -� �/,/�9 9 DESIGNED BY: CB/KP domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 CONSTRUCTION. JOB NO. 2177 or 1013. If the assembly is mounted inside a building, a remote readout is required. ZONING ADMINISTRATOR DATE **SITE PLAN VALID FOR 5 YEARS FROM DATE OF APPROVAL SHEET 1 OF 6 > LU JASBO, INC nV 634 1DC_' AQQ 0 -7'.-DB-824,, PG 1456 456 ZONE: USE: VACANT lk LU C12 LO 1 1 71' CO CO CV -It Cq CO 0 co 02 W 4 C�2 694. 75L-((1) -8 to C\2 7 o 0 'X1 e Kathleen CQT, Uj >-. 0 -1c, ZONE: RP Ot Lij USE: Res 1, 6V (L) E- 1) 0 N CO 03 0 Q) 0 O ..�----,.. � // �' �, �' Water n, 0 ti Easement- ' TM MA_ )-9 IN .00 + tS avid Willi�aV 411/ 1411 100 -\L)B 799, PG\\9d, t_R '4_ (D -2ZPera ZONE: RP Q 41 \ USE : Res W + O39.0 0) 411 AA 0 850 + 2 0 0 0 0 1�4 0 41 +• Q0, Conne on 412 0 Z CO C/2 Q. XO0 iu" ter 4's, > 6 rX. �T. �d Si se _10 e 10 "'j'sy '41, TM,�, r5L E- 0:1 0 \, et uk 411 oi- f Sanitary Sewer 0; \ - !� ef r�y Galla Easementxoa 149 PG 3 -0(9 p DB \884, ZIO P NE: Drill Ex: MH r4 0) (M (M 01 USE: Res to Accept New Line 160 FUTURE STREET EXTENSION TO 4+15.04 T3 BE BONDED FROM STA. 2+00/To 11 AO, 41 STA. 3+20.32. STREET Tq B 4140 + �o CONSTRUCTED AT TIME OF �0 FUTURE DEVELOPMENT. V 2" Se 41 ,41 Temp Traffic <0 Barricade 3 614111-1; Aster, 7" - See TM 75-((A))-104 R_ 0 10 4 JASBO, INC End Construction 39�!06, 41 DB 634, PG 499 1 to Sig W4 + - \P� \ 'A M: 4 a _e "Is tes"',,\ et i�x' CO k-T- DB 824, PG 1456 OA Ch;�r Sea cu 1�-A CU I)B 814, ?0 01 PG �44 ZONE: RP 40. 0 =0 --USE: --VACANT- ZONE: RP 1001 43042'40 CG 38.6 37,.Q 41.1+ of, 4 N\ 4k *I- USE: Res 'a 68,950 t4 39 \_\�_2" Cur Water Ljne_//\34 92 O\j ASernent � 38�0. 02 3 "IV CC- 2 94 3 3815 0 _7 C31 382 C 141-04- 4� 0 - co 1 0 3, ' Al 4 —� Q) SO )ency Bu Storm Sewer 3 34w 394 V-370bA :82 Easement I" ___ Star 382 ,q8" 90 Q*0 OF— -Vo + 37-9 2 TM 75�-((1))-(1) David Whitmer, et UX orm Sewer "A" Onurnent Wat r DB 804, PG 569 IMF ti e /I 1+00 2+00 + Ease en 2+16 0_� ZONE: RP F-1 35' BRL VO c LW-_ 11 — Cut- USE,,, Res o'?3 0 4� 39-4 Ahi H Stop Sign 0jo reei Sign_ Rx-4 5!-JReII._AtjantiC E-1 rgip one Easement > 7 Storm 'Water Lille 5 A L_��247-. —7- sOROt Sew 73 Easement R=z875. 0 �' �`✓ \ \ �-' E Lz=59-477 z Rz=40.00, Ez EP Future Stub 'Water Line For Extension Easement �4 0 2 0 c) U 0 i ::;� LA, t ��4 ------ -_ z+88 r?;32 4 0 0 73 73r) 7 530.3 ap,- -BY-'PCSA 0 1�33* 7337 9 __1z* Slop + + VF31 '7326 750 k 34 e & Drainage 11 4 "321 66+UO 8 VTee, Sleave, Ly'tito ! : I Eer PC etir --� `_ .......... & Valve + - ------- 733,08 73 0 31 q4 f V . .. .. 7314 4 7�27 7329 7334 7&'3 7 00 ru 44Y R960 I+00 C) 734 7354 66 63*5 1 , ''_ P 7�' -SKER 7345 T A —RQAD C 7348 7 3 0 _1� -- 4 S t a t e 7374 01 73 Ro 0 7311 Lit e7. 6 00 R/W 73 730- -Pi-arr 7308 7315 1 -034 - 01 7�?3 62 7370 MOTE: 7303 .Posted Speed: 45 7376 61+00 REMOVE EXISTING PAVEMENT MARKING 29 FROM STA 61+50 66+53 AND REMARK DISTANCE S14OWN 1-15" RCP 4,50',, \_80 r,)A-op - 0 e Water Main P DI Ex 8" D 450 -Arm ti' 5M-((2))-(2)—BA' ' KENNETH .-A,, FARLAND _A MOSBY STATION HOMEOWNER§,, ASSOC. -DB-19.0-0, PG lap,011 --Da-898-, PG 467 M 'ZONE: -RP ,, 4b, PARKING LOT PAVEMENT t CONCRETE Res ZONE: RP TM 75 M Surface *Iait, 2" SM-2A USE: OPEN SPACE DATE: 9/25/98 6 rete JASBO, INC z:_ ne Inv 4000 M—(( DB �98, PG 467( 6" 21—A Subbase TM 75 4" 21-A Base tone✓ JASB , IN C ZbNE: RP SCALE: 1' 30' Compacted Subgrade Compacted Subigrade DB 89 F�G 467 USE: Res Z E:/RP DESIGNED BY cb/kp SE:/ Res JOB NO 2177 SHEET 2 OF F-4 m U rn rn 0 0 Li-i cn v m 0 D 0 U) CV C, CD Cn w i- 0 CD r., L E a C, U) CD 3 E 8c S LEGEND NOTE: LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO t _..__TM- 75- ((A)) -104 Z TYPICAL SEPERATION BUFFER PLANTING TYPICAL ROAD EFFICIENCY BUFFER PLANTING y THE COMMENCEMENT OF ANY SITE WORK. / , j� / \ ' Leyland Cypress These standard symbols wiill JASBO, INC be found in the drawing. � �' DB 634, PG 499 �. zv PG_ 1456 / / Carolina Hemlock _ { ZONE: R� i+ \'`�, � White Pine 3.02 CE Constructi(on Entrance v •`- `" � �� USE: VACANT / ri---'�-�/�•�� 4 �` , 1 / ) Aristrocrat Pear 3.05 SF Silt Fence x— 3.07 IP Storm Dradn Inlet Protection �, �f / ' ;Auk a& IV 4 W _ _ 22 3.08 CIP Culvert Inllet Protection — �� - �--��4. 3.09 DD Tempory Diversion Dike _ _� - 0' /N."�- 3.11 RWD Tempory Right-of-way Diversion` f� 3.13 ST Tempory S;ediment Trap \ Water Lin`�- ,�"/ \- Easelhe e 1p �'�L 1-- ys0nt ® I / \ / 00 \9: TM �\ `3.8 411 \1_ avid Willis.69�oo O / / 799, PG`,96�' 4 �. 0 -opera \ / Se �uei, yg \ \ V ` 4+ << ZONE: RP av USE: Res \dr OF_. tee. C, \`\• ts% \\z / �1 / 8 8 4j ' ' i (/7� 411 Save - 411` 8 { Si se g0 ` + 3 3a i Conne on Sg 41 } �� , 411 0 8 r� 41 \� � ( t l �,1;¢" ter �1 �i e \ 10 ` �vJaX �` Sapatary Sewers40y, \ w 3e e 4-10 X14Easement o \ \ �' Q� St Xp2 tz 4 10 v1 °ry411 , �v 'i TSL— ) yV 3 2 + ~� 1 Jeffery Gallah et uk' l `� j? � � Off% , Core Drill Ex MH �� g�8 � - / to Accept New Line \ \ O \ 1 ?4' 8'g S��We SI '� 1 DB % XgB a � � 2 . FUTURE STREET EXTENSION 0 + �j`� 4+15.04 + 1 y y 4 � -� T \= - 41 o _ j ENE: RP k U E: Res ' v BE BONDED FROM STA. 2+00/TO . 41 . `••- ,. ' STA. 3+20.32. STREET TO' BE } � O. �• ' 4 S �; � CONSTRUCTED AT 'I'tj� OF \ I ' -• ``, FUTURE DEVELOPMENT. 41AD • $ \ = �` 2" Se t ` P S' - I ,yy 41.1 10 Temp Traf c 4 1 y 1 i ` / Barricade 411 d \ \ 3 5�5e�g y �� 41 jZ,41 ^ TM 75—((A))- 104 Q 4V g ro D JASBO, INC l`, �, asp ; R= o' 40 4 2�s • ly o s1' se, g� 40 a pater <o End Construct n �� ,, f 4 �, .41 o y � See DB 634, PG 499 i - gT4 to Si 94 4� s jos, 4 40° E s % ��, `�, /• � t e 0 � DB 824, PG 1456 4 \ \ cis lea 41 o .� O i 13 ti � { � � ,� 1� � '�` ZONE: RP w �, tirs �� M 75((1(1)—' 1 a ---VACANT---- AP 40a M `\ �i a �y2 --USE: --VAC-ANT'- / � � � � o as j; •� �r_ •� � / d % s 3 ° 7 374 i �' o _ _.. _ 9 '., / Charles Scates, et ux \ 0 4 �42 40 W cc '\ 38� 37p ,\ asp, B 814, PG 244 6$.9 \` b g a� 411+ ra 39 \ \ ZONE: RP 1y4�) ', /' ` 1-i \ i 3 }/ . , / EaWater Llhey� ' a 2' Cram \ ,\ ' seme p �o n J�t �� . USE: Res 1 v 1iTjAP .} - ' cr a \ '-•\_ _ ` g, o �,cow � �' ,h � `� / /`., y .3 0 4t �' Road �i A 02 +41 c �, l , .-3 492 I din u Storm Sewer R cy B ` ; 1e� `�•`,\ /� Easement I F � \�;? 3 �� \ eyr 37p --, �o � ,.- '� o x +• � ,} S10 glYa '38„ r+h.gexer C'3 Z W W �Z V Z W C\2 o LO 00 �cri �C\2 z x Lo � L1J (1u, a w a� U o� A En M a) o to ow� rn E_ rn rn � CQ N Cu a H Q o poJ pgo�� \.,, •/ , ,rr,.w✓�.v! e,. ;xvazr ...., ar caawrnw:ar-: ^�:.urs� i=_ s'u.ea—�' aaxm`cw, ~� �., ✓—' ��\ f� ` 4 �. %+ 7. j ex,_ % � 1 �� 0 � �'.'as� 0 0 ci 38 ® \ \. Ora► Sewer "A" \ ! •`' `` emit ,r TM 7 5 —((I) _0 ° 1+00 % z+oo z+ 3 onulnent v �> ,,� "_�sa 4 ��y �� 0 l \ �� Da Tid YY�llitmer, et a O g- pater B 8 4, P G 5 69 O n E Line , ® `�, x°O �� asellient j , -- — _ _ 7 !1P cue h p >. �, \� ZONE: RP >-' stop S}g '' Gtii ` _ __— 40 3 �J _ i c - _ eet Si s _ _` ``� •. �, % / /` ' + USE: Res ' / --'' .--' ._..---__•_----. .. - _. .._.. _ % ! x••` . , .,� ` ". Atlantis.-Vinia Inc. _` =-_ f r .a C/1 T e_ hone Easement - ' / [ \ �� L... \ \ \ Q ►--1 r-1 / ), � '- ••` ,-�- ,.,,id ;" ''^' _......._.�~-'.- _ 1, S C or o ya er _ \ \ i / ,� _ __ - _ E t Line _. �+ F-r a' lL j % % _- _� . - Sew "B" aserne _ __ , I '`y '{t t f73 L �00' � i ! \ � - ✓ _.•--- '`l . --"` ✓�,; 732a R=4 1 i, \ \ .. .._.r' Ji,,...'"/ ..- '_...."... /• � O J'fO r y _ . SF 1 �Future b W \ _Ewen � t ,� son / serene _ nent r -- O 7• 6 z 00 3 5 rl „ 4 O 73 a 86+ N 7334 3 733" � � 33 a '."`_--- -'°'- �. e 732 ° 9PC B5 { OQ 735' �r _ rv.. 114� l 7 8 6 _...._ ,. 734 : :: �`' �` � . °' �ater � ��-Slope &Drainage a..p..�y FCS 7314 14 �- —_._. / 7 _ _._...� .� ,_! -_... _ aln A �. Easement # 8 $"~Tee, Sleav, / 73 r — 7321 732 ° 733' 7 - _ 734 \ _ _ -��-•� r334 > _ \ - f -_.. -i p _OQ.._.___ ---_.-�- & Valy r' ,i r 73 a N 73 2 s _. 733 +00 _'' g 733.08 L 5 _ _ R /� 1 1Z SE x� 734 �' 735 4 35 '^` ~...= s 4 4 R O 'O�y_- �' 73 ° 730 = 0�1`1 D 3 3{ `-'�' �, 6 00, �n 3309 State �. -� i 7310 731= 314 Ro-Q14 734 8 6 9p ' % 3u"� �E --� 3 *mow`` 736 5 c s� - - -~ «zw __ �._.1-11 S' C R/W -^_ = -_Sc?e �3+ 6� 35 6 s0- 7371980'e c oQ 34-0 KEY BOTANICAL NAME COMMON NAM SIZE (HEIGHT) USE QUANTITY fps, 1ew CUPRESSOCYPARIS IEYLANDI BLAND CYPRESS 49_69 SB 83 ® TSUGA CAROLINIANA CAROUNA HEMLOCK 40_6. SB 83 PILAUS STROBUS mm PINS 49_6' REB 55 0 & (R ACER RUBRUM Sp RED SUNISET MAPLE 20 PARK 17 PRUNUS ARISTROCRAT ARLSTROCRAT PEAR 211 SB PARK 83 15 BUXUS X A MICR'iir AAA 1r.ei � BOXWOOD 36' CONTAINER PARK 64 18, 3 ed Speed: 45 N - __ OTE:736a 737° - -'' - 62+00 .•",'` MOVE EXISTING PAVEMENT MARKING F;ROM STA 61+50 - 66+53 AND REMARK �- 0',,-SIGHT DISTANCE sxowx de 73 - TA�CE:' I ALL TREES SHALL BE T DIS � 80. . 5. RCP NURSERY GROWN, SIGH _ BALLED - p PLANTEDIN AccoRDANCE -- ____ i -' -�M_ 7 5 M - ((2)- -. (�.) - 3 ` �� WateEx r Main WrrFI THE LAANDscAPE % MOSBY STATION HOM O�YNERS: ASSOC. �, KENNETH --A., FARLAND 71 SPECIFICATIONS ADOPTED -`DB-- ,9..08, PG 16-2,0 =' JOINTLY BY THE VIRGH41A t ____ - --�B -89$; PG 467 ,� - ' ZO E - NURSERYMEN'S ASSOCIATION �' ~ ZONE: RP ' �' D ti 11., x RP US Res ' THE VIRGINIA SOCIETY OF �" USE: OP - T � -- --- EN SPACE --- � � M 7 LANDSCAPE DESIGNERS AND" �' �, ,! _ '` _i _ _ / THE VIRGINIA CHAPTER OF / rA° g'72b.s J THE AMERICAN SOCIETY OF -� i TM M - (( ) -,k- 2) - 2 D B LANDSCAPE ARCHITECTS. % JASB II C DB 89 , PG 467 Z \ SB= Seperation Buffer; REB = Road Effiency Buffer; PARK = Parking Landscaping SE:/ R e s E U) O 0 z Q Z E-+ C z0 O U z W 0� i F 1 r l 7Z %" 0 0 w DATE: 9/25/98 SCALE: 1' = 30' DESIGNED BY: cb/kp ' JOB NO. 2177 SHEET 3 OF 6 FM 745 740 735 730 725 Grade 3.5 Min. \ Ex. Grade Op. p 8" 3.5' Min. --- SD4- VIC $l11 Prop. Water 21 Main PVC -SDR 21 3 1.5' E in. cu U) m ? Clear. 1? w W E ( k W m M w E N _ co W u WGo � II 00 o + II �n 4n c° II co Co co e� II co ►o � + + 745 740 745 735 740 730 735 725 730 720 + + + + 720 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 WATER MAIN "A" 745 740 735 E 730 720 CQ O 715 4 0 2 T di / rl Gr n• CO G sae F ci l cri o � / F 1 / rLI 180RCP®1.09 57' - 15" RCP 1.5 _ ®1.609. in CleE r. I� ®2.0 -rvu 38' - 15" RCP _ �i cl) Can A O _ In q m W O m W co W CQ W CQ U con t` II of M o 9 m N N fl 0 �a o z $ M Cd'i N O CD O CO � O If) $ m O +i .+-� CV CV N CV M C7 m STORM SEWER "A" SCALE: VERT: 1 "= 5' HORIZ: 1 "= 50' 740 735 'O a 730 x m m F CV h 725 745 740 735 730 725 720 715 d O d + + + o rn 0 0-4 �cr) t-M rn� +� +� +� 1-4 d O d O O U .. 0.. r4 04w 0..w VC f50.00 184.12 SD 1 12.0 K-Val 5 M d m a 735 H II 735 Prop. Grade Ex. Grade 730 730 41' - 15" RCP a ® 0.50% M �Cl 725 " " 725 cla N 11 N O O z 720 720 O + + O O O STORM SEWER "B" Gra e x� t e Yr° 3.5'�Min, Prop 8' we YVC�S� c5 ter I � rc Q) F a ..� �° 00 > b m II II II o o II co II II w � + + + r 745 740 735 730 725 725 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 WATER MAIN "B" Prop. Grade --__ \ Fu- tue Pr o �- �Gr$d Grp � U d � q C W m LO m m II k oto o e q tm' � + r r k O+ m $ O O $ m O 0 0 cq m 0 0 SPANISH OAK ROAD 8 a 740 735E 730 F ho + a 725 715 740 735 730 725 3 m a F \ 2 J 740 1 0 o $ / r 1 T a H a G�aae / Yro4 ---- _-- ®2 % 35 -SDR 8" F 119 J _SDR 35 ®Jr 1.517• 163' 35 2.20% Z VC S DR 133 6 00 :r r) r o o CO N h �IrI N i cq II O II A O �y O 4 > 0 + . O � O O O O $ co m 0 O 0 0$ + + + + + ++ N W W m SANITARY SEWER O m + m 735 730 725 720 m 715 $to 0 In + d+ + STANDARD TYPICAL SECTION FOR SPANISH OAK ROAD (NTS) R 46' R/W 5' 36' 5' R/W LIMITS OF BITUMINOUS SURFACE BITUMINOUS CONCRETE (L STANDARD CG-6 13`, SHOP SIDEWALK GRASS STRIP 4' CONCRETE 3' - BM-2 2' - SM- r W/4' N57 COMPACTED �2•D STONE 1' 8' - 21B 1' UD-4 (TYP.) LIMITS OF SUBBASE AS REQUIRED BY VDOT INSPECTOR STANDARD TYPICAL HALF SECTION V Z cr W W Z 0 W� o cD � CO 02 It � o •� � � � I o Z x ko� uj to r aid 0) A Q) o Q) Win w z 0 1--I O O O O U U U U W d E-' d E-� �' V1 0 co 0 A rn rn m rn rn ) � IA �� c7 � r 0 � co Q CD Z Y p Z �r'J � d F E W u f--q w U) E Q Q h---I � �O 00 W Ow 'fin Q v�V 1I TASKER ROAD RTL (NTS) 40' R/W 16, 12' 12' MATCH EX GRADE DATE: 9/25/98 31, S�ppE 1/4'�1' CG-7 1/I SCALE: AS SHOWN 1' AS REQUIREDBYP DESIGNED BY: cb/k VDOT INSPECTOR JOB N0. 2177 SHEET 4 OF 6 general backfill - general backtill O.D. O.D. g• 6• 6" 24" carefully compacted 24" carefully compacted lest backfill elect backfill stone 6' 6' � aggregate r ate . 1/ 2 O.D. 6" 6" stone aggregate - comcrete STANDARD CONCRETE CMADLE - general backfill general backfill O.D. O.D. 8" 8" 8" 8' Carefully 24" carefully compacted compacted 24• concrete select backfill select backfill 6" O.D. O.D. V O 1/2 O.D. 6" 6" stone aggregate concrete CONCRETE ARCH CONCRETE ENCASEMENT repave to 1-1/2 times saw cut to be made at original thickness time of replacement. 18" 8' O.D. gw 6" O entire dto be compacted 121-A 6' V D O T PAVEMENT REPLACEMENT TRENCH & BEDDING Figure 1 Trim- ► /' msHrw sawasa+ WNt Pipe DIa. Plugs, Wyes 8 Tees 11 1/4° and 22 1/2' Bends 461 and 90° Bends - A B C A B C A B C 6' V-3' 0'-9' 0'-9' 0'.9' V.3' 0'-9' 1'-9" 8• 1'-3" 0'-9" 1'-9' 0'-9" 0'-9" 0'.9' l'-6' O'-9• Z-3- 10' 1'-6• 0-9' Z3• l'-0' 0'-9' V-3' 1'-9' 0'-9' Z-6" 12' l'-B' 1'-0" 7-6' 1'-3' 1-0' T-6• Z-0"I I'-O" 'T 0- 14' Z-0' 1'-0' 3'-0' 1'-3' 1'-0'7:E• Z-6• 1'•0• 4'-0' 16' Z-3' 1'-0" 3'-6' 1'-6' 1'-0" 2'-0' Z-9• 1'-0' 4'-6' ie" Z-6• 1 1'-3' 1 3'-9' 1'6' 1'•3" 2'-0" 3%0' l'-3" 4'-9' 20• 7-9• 1'-6' 4'-0' 1'•9' 1'-6' 1 2'-0' T-3' l'-6' 5'-0' Daly. n rode owl III And 3 0' embedded 'm concrets sxust blocks. FITTING SaE Ron 1;17F 1T6LESS 6 NIO. ROOS 2 FMAPDMENT 3P \• .M1• • • ••••• 14'20• 8 2 36. CDnaete M1Y VERTICAL BENDS •' ?�,,.`" FfTTINCx VOLUME OF THRUST BLOCK IN CU. Y. Lorne bsddmD I SIZE 11-1/4° 22-1/2° 46° 1 90' 1 6' 1.3 a" 1.1 2.3 10, •' 1.8 3.7 THRUST BLOCKS FOR VERTICAL 1 � 2. UP BENDS SHALL BE THE SAME 1- 0. L7 3.9 7..6 AS FOR HORIZONTAL BENDS. 14. 16' 0.9 2.:3 1 5.1 18' 1.4 3.:2 6.3 - 20' 2.2 4A5 7.8 - CONCRETE THRUST BLOCKING Figure 2 cast in place access door, centered in top (see note 1) varies 2' max, at property line (see note 2) • roadway box c E 2" type K copper tubing (no joints N from mOin to curb stop) saddle with corporation t F-ord FC HH 77 HC-15B 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts water sop solid support blocks main under custom setter be ball valve curb stop 6" stone ddimg with FIP ends, with 2" gate valve operating nut 6" NOTES: 1. Access door shall be b)y Hallidoy Products or our approved equal: 8" a) in non -traffic area - model no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing !street shall be encased in 6' dia. SCH40 PVC car SDR21 piping. The CUTOUT DETAIL piping shall run from orne foot beyond sidewalk, typical across the street, to orne foot beyond sidewalk. 1 1/2" and. 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 concrete pad V-6" sq.x 6" screw type adjustable valve box locator peg r megalugs ': " Y:G:J. }:i:.- r•r•r•r•r•r'r. /r.J.r.r•. M1•.rti•M1•M1•Y \•L•Y•Y•M1•M1•M1•M1 1.4•J•J.J J.J.J• ?•J.J.J.f•J•r•J. f /••M1•M1•M1• M1•M1•M1•Y JM1•M1•Y•Y M1•M1•M1•1 . ?M1•M1'•l•r•J r•J•J•r• r•f•f•I•r• thrust 18" to i trench width thrust block one 36" min. valve megalug to main megaluc ti?M1?M111?L?YrY?M1i •r•r 8"x 8"x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 O 6' dice. schedule 40 3' steel pipe filled with177 1.0 T concrete and painted 7 }I yellow z 18 dice. O 1' - 6" O concrete, encasement BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad V-6" sq. x 6' deep 1 2" min. - 6" max. screw type adjustable stone to be minimum valve box of 6" above top of base I locator peg ?•`'�-megalugs---� 1 FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint swivel tee with 6" branch top of manhole at grade in pavwnent areas unless ctharwlse cilrected ; tor: shall be set 18" min. above grade in easement areas "us" skid pied 9" thid0-r�l contractor to grout manhole cover in place 4 bolts (3/4" dia.) adjustment rings (11' max.) 77 8' max concrete ASTMC-150 or 1 a- 4000 psi T7Ij () 1 pioneer 301 mastic applied between joints and on exterior side of joints jams are to be sealed whh "O' ring gasket variable 4'- D. -pipe to manhole connection to be by flexible sleeve Invert channel to provides smooth transition in to out3'-0' min. , T-' max. for all connections Z-0" max, grout bottom ofmanhole top of bench -wall to form channN q.same elev. as � top of pipe 8. . .M1•\•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1 M1 M1•M1•M1 M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•Y•ti 8' beddln9 Stone �•YrYrM1+•r.r.r.r.r.hr.r.nr.r.r.i.i r r i.r.r.ryy.r.r.r.r.r.r., ��ti•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•\.;.'•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1•M1 NOTES : 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. If adjustment elevation exceeds two inch_ use concrete adjustment rings with a extenor coating of bitumastic water proofing. _ 3- Frail slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Fat top casting shall be used on shallow manhole (611. or less) installations. STANDARD MANHOLE Figure 12 SDR 35 spigot 1111 SDR 35 spigot by I by gasketed SDR 21 gasketed I bell 45° bend bell adapter locator peg I 6 z 3 minimum I ~� SCH 40 I solvent _SDR 35 8"x 4" _SDR 21 gasketed well cap gasketed bell wye pipe and fittings I Property line � T 18" I 36" min. cover • .N.:IF .`•1Elitl':'r; i?iEi lIl 11IE;11;1 ��?'::•:.::: tl1f 'I`w'` treated 2"x 4" with top 6" painted green 4" pipe at 2.00 minimum grade GRAVITY SEWER SERVICE LATERAL Figure 15 A vI!A HOUSE . ASSISTED LIVING RESIDENCE f u� I i ti oil ullV$1:� j1 it . • P O LL .2 L fl tt I Ci li r.. 4 47 aer ( fT I C o r A .4 I i --- pi~1 71FIC&TIOU 1$1G1.1 1995 3.13 MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) I� W 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 Mo H 4.0 3.0 3.0 4.5 3:5 4.0 5.0 4.0 4.5 rxuvArEo AREA HAI DEPTH OmawL •aCLME, SOURCE: VA. DSwC PLATE. 3.13-1 TEMPORARY SEDIMENT TRAP 4N. A, cv. TD.i.ceE �,,,,,,�[• - r cRowD nAv •a[[ Iu,[ S.IS-I co.ASI .Wcwcn,r[- cNAu c wHwr CROSS SECTION OF OUTLET / A4'COARSE AGGREGATE SHALL e�D��331 OR AS OUTLET (PERSPECTIVE VIEW) souii VA. Dswc ILAIE. TEMPORARY RIGHT-OF-WAY DIVERSIONS vnoT sl COARSE ACGRECATL SLY MICA 1 1 �11 111 1 1 11 1 1 s. yuuwTn TYPICAL GRAVEL STRUCTURE co MPACTED 3oIL 1 11 1 U111 1 1 UI a• ,rLOFOAvu TYPICAL EARTHEN STRUCTURE s...�..: vIAI swcc B - 49 I - 10' OC I - 6" OC 16 I MIOOLE UNIT T run twit Z i CI IARACTERISTICS : COLOR OF STRIPES - wILECTORIZED ORANGE AND WI111E WIDTH OF RAIL - 11" MIN. - 11" MAX NUMBER OF REFLECTORIZED RAIL FACES : - 3 IF FACING TRAFFIC IN ONE DIRECTION - 6 IF FACING TRAFFIC IN TWO DIRECTION GENERAL NOTES: 1) Barricade shall be used at the end of pavement on all dead-end streets. 21 Posts and Dlanks shall be pressure Irealed lumber. 3) Planks shall be painted completely Willie. Posts shall be painted while on an sides to within six Inches (6 In.) of the ground level. 4) Good quality, oil base, exterior grade paint must be used. SI 10ch (6 In.) high Intensity relleclive orange and While slrioe tape shall be used on one side for the full length of the barricade. 5) Each plank shall be secured to each post Wlih two (2) 3/8 In, x 6 - 1/2 In. carriage bolts or with two (2) 7/16 In. x 4 In. lag screws with washers. Bolls or screws are to be placed two Inches (2 In.) from edge of planks. 6) Where necessary for safety of pedestrian traffic, a full extension of the barricade may be required to the limits of the rightof-way. 'n Where provision must be made for access o equipment and authoIllzed vet Kies- lockable males may be pirgAged In one section of the barricade TB-1 4 J STANDARD TRAFFIC BARRICADE DIVERSIONS I.. si r sr 7�I TYPICAL PARABOLIC DIVERSION Ie,f a:Tramr. �- 1 o s fsa to.aD I ,I II Nl �qll 1 11111 I TYPICAL TRAPEZOIDAL DIVERSION ICI[ S[TTILmR ` i I to u II I u m u l TYPICAL VEE-SHAPED DIVERSION sou[,': vl Dswu ' •�•• .•. • •• - 1995 3.02 STONE CONSTRUCTION ENTRANCE 71)' MIN, IXISiIHG A 3. PAVExENi 5:1 i FR TER CLOTH 6' MIN. A AWAKE xJM (CPTIC4AD SIDE ELEVATION EXQTOfi GROUND o MIN. T 6 AASMRAa LO' MEN mprjaNAI D NM. - Ir MIN.' Ex(SrtNe PAVE/ENT LVDCT 11 POSITIVE DRAINAGE ID• MIN CCUt3E AGGREGATE O TO SEDIMENI TRAPP14C DE'VICC ' MUST EX'EVO NLL WIDTH OF -NCRFSS MO EGRESS PLAN VIEW OPERAGON Ir MIN. S wN. r MIN. FILTER CLOTH SECTION A -A 1EINr010ED GNEnTE DRAIN SPACE SECTION B-B SWILL AAPIED Irem 1913 YDrrlmd Sladade for W neon arid Sedinar CvR* crd YD. DISK rldl 5.02.1 1995 3.08 SILT FENCE CULVERT INLET PROTECTION ENOWALL TDE Of TILL CIAVEIIr - o - -D TOE Oi LL s r r -, ' dsTANCE IS e' ulNluuu IF FLOe 6 TOWARa Eu9AMMMEIA FLOW OPTIONAL STONE COMBINATION a' S I FLOW - LS' •AGOG /]. r357, 15, r56 OR 157 COARSE ACCREDATE CASs I RWaAP TO REPLACE SILT FENCE IN • HORSESHOE' WHfN MGM VELOCRn OF FLOW fS EXPECrED SOURCE: AOAPITO f- VDOT Slmbrd Slveh II Va. DSWC PLATE. SILT FENCE DROP INLET PROTECTION e X V VOOD re.ME DRo INLET V ITH DRAr C T fill � 1 I rxcCz3 Excess AT ctmt�es PERSPECTIVE VIEWS STARE f•SRiC ELEVATION OF STAKE AND FABRIC ORIENTATION DETAIL A SPECIFIC APPLICATION THIS METHOD OF IN LT PROTECTION 13 APPLICABLE INHERE ME INLET DRAINS A RELATIVELY FIAT AREA (SLOPE '40 GREATER THAN 5%) WHERE THE INLET' SHEET' OR OVERLAND FLOWS (NOT EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLAWS, SUCH AS IN STREET' OR HIGHWAY MEDIANS. SOUSCR N.C. Lt9 a And 5 Im el trot liliimrw •rid D m Y I I 1988 PATE 3.07-1 B-27 1995 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE TAKES. 2. EXCAVATE A 41 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6 MAX. 17 _ ill 1 3. STAPLE FILTER VATERLU TO STAKES AND EXTEND 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. IT INTO THE TRENCH. / FLOW wx ,1Or SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I FLOW A A I B \\ P01975 A SHOULD BE HIGHER THAN POINT B. DP.AINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE Idapled from 1pstdaklln D; Mr rod Psiric Nter Bum lot Sel =1, Coarii DST, PUTL Ub-2 shen6od aced TpDt B-20 1995 GRAVEL CURB INLET SEDIMENT FILTER \_l i GRAVEL FILTER' 12' RUNOFr WATER WIRE MESH FILTERED WATER 4r I - D SEDIMENT �iil I i e A. I • CONCRETE GLITTER 12 CURB INLET SPECIE, APPLICATION THIS MMOD OF INLET PROTECTION IS APPUCABU AT CURB WETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LICITLY TO CAUSE INCONVENIENCE OR DARAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALT. BE VDDT 13, 1357 OR 5 COARSE AGGREGATE. SOURCEVA DSWC PLATE 3 B - 3 4 3,07 Z W W z Z WC\2 O CV LO tb /1 CV -It O cad N CD N \� CD LO I � Zx $-4 r� r•-1 O I YJ C\2 W �1 W N O "}- Lo U t j a �2 d E CD ,-t M t` CID rn fin w �••I ICI (ll O Cr W rn 0 �� H1 E F•,--I E- Q H W OW Hwy F-I--I4-4 %V 1 V L 117eV90 MIZft1 �l'1'J SCALE: AS SHOWN DESIGNED BY: clo/kp JOB NO. 2177 SHEET 5 OF6 Y rn rn (ll 6j O m_ L Q a al F- 3 CD Cn CD En CIO E Q r-I (n C:) EO C] ry L CD E a 1 t\ r` •a-ti CU / CID 0 C 0 4I QI c C • C Iv Q DI-5 to � 11 i D. „ �x A � Y4 SECTION A -A SECTION B-B Ydanate B« a 10611 _p �ON/H A, No.14 6141 TOre we S" elatep MN wOh 12'. 12' pina c� aaa. 51.a1 Bor • T 6] tb, /f l o� c-j ablh U4'meNv9drvul•d .Mlwi.,w,im,A„ tASTM, A615.Gror 601 DITCH PLAN MEDIAN PLAN wi. ra oo3.Rn,INslw{Mtn I,IYrawan tbin L2}•2j•f No 5.5'-0' Bart allured I V,dT b wbd. of .IruCN. L2 a2"•� Sna c wCu1v deheavn b A. •'a. 9,.a C-,w be f"W9.1 hm •e DETAIL A eras• r,w,ae q3 W.0 We 1 11y. '! • eN bTi e i � Ml9r-1 4 `�`��'`" T ��4'dgln Ope• L[ z C x R `\\�ii/y//•/y// ra6artl7e w � NB+6.dln A GRATE COLLAR �A A (GALVANIZED) (GALVANIZED) / DITCH LINE SECTION �o Ir,.rl� ,hu�IQb b r�ti M ea r P•re,t agMinq a pad,nq a wole del ro,A•td 9e'`p.F1r° � IG MI DITCH SECTION A.dRd`Dn �y� E $Tb PG -2 TYPE COVER CIMCKS40NS GRATE SAfi SPACING CHART WI WE Wp We D 01 If Z GRATE TYPE MA)UMUN DINE 1.A2 3-0 2' 2-0 I'-O fi 3" 14' 2'-2' ♦ B Al 4 S} NA 16" 61. B2 2-9 2-9'I-6�j Ib 0" 4} 41" 16" 2-B" III 1 I 03. B4 3-5} 1-ID}' 2-2}'• 11V 1a" 6}" 0" 19 2 0" U,C2 2 7y' I'-q} III}" 1-31' to' 71 7" 10" 2 1' C3 7 "1'-2f '3}" II{' 10 9i" 0' 10. 1' 0" I-6'1'ej / I rM Nr,_ Lawn m the Stvdvot ad -.Id m The 0- NI be n' -ed / the .,ml 1 ti "'01 Roe b he iced oh. ,h,Ciw. pbl i,'de-, m opprvlm ody e. rlmdnq P iPoaA, as er .-I rnal- roll be bwml ed D, W. a.*." kom mad caldtlae Whee paled ditch.. vet CNw b. may N cut bptx., pr•cul,b.d,,rrn,OW blxl F. e.lan w SI'd Of-7 rased �olnH w• b be dow.l.d ,er, a 4er,mmtn rOdlD wpv 12'1, to A i lit hale. eonent. to be CA.. Al y».,11 rnY,Ml $.p b etu0o-,o. eth SI .d 51-1 r• b»►wWd eh.n drrenp�'H'E 4'-O'v close n bw of IewW. 0 2', 4'1,01ch "I be vm,Nd See perdue T - IN- 3, 4 dwmle de,-0, IT^I SPEC'"A'IOfa STAIZARD DI CK DROP INLET REFERENCE VIRGINIA, DEPARTMENT p41 TRAWSPORTATION 303 ai_. are b M MN an wNY el Ee'Nt rrRr Llt•t{.� Ma.noeM.,rh+e41ar9.r 4rrel laa ;«.Isla, ..seed le aW pre f7w'r��Y% . I .T. TYM A T,y. e *NOSE UTA,LS 11 f `0r r L9ee A 'Na N -ate wM Ewe II IIL Ed IUY1 M p V W C,ea Cored Jar IN. E we,e. plea+JYr� Me C,«. Cm A., Y .eeewrar•a Y Y/c tea r w» layer LWY, pullr Y ,a r rMJJr ta,eRl id� "�1 PLAN II. q Na.II M. •YYY Yee,plc mp, G awlrwn. b wtn car M »parYw Idol. q' 14.- y1 opd• o„II b wa aor c«b, pre p,Ne. I A B I --- ___.��= y --------- ---------- ---- I r.r lot B r r• t,pe ♦row d11M tee __�--• •• wR C.-)3 A Co -I 1— 1. FRONT ELVATION TroetaD-Mr alp lnox IN a...E JI Aa i YY Cc-6 Slr,ar N. wlI • .'awrr weerl.Y r»...a A H M erW M oral d IN oulldl pp, a ni9ne INW, IN tW Nc ern^ue..,. Nw�•I�HNa 1 de+.nuclue.t+.Nr,d Mn,aM•erblM seu,pp.d olio crrWd •„ 1'e li r b pe.M umM1N a paaeq cM 1/1 -mete « plreNel. NeN. SlpMad nee. my r cmelru<ad +,In cucma d ear n W e wf. Th. i •IW r oft for vM, I noOeN Yd N Y,clyded w 1Y Plc• I bi0 Ip IM Nrvcwl ie eie 0.0) Iwc., n,rwbu . rice awe in «cpdon<e .Inn Ine dl«Y r,o.n a c rrMr, core rNA«ee Ik_ly I. ],mood Orpwm90,Ne cl elver 1—Fr ar,.fr .d epYn„r rY1 r.r AAA+,.r E r x DI-3A 0 I-58 DI-3C 1, 1 J Fr e. Y e.r I« r r eel Der NM Y» y.,w Nkr Tl,'H' dhMmbn I— w Ine 11 1d, pled 1pacl IIv m nA yom .il be sore'... r err . w W r w wee e_+rer ure.Iran,M Inr.rl of IM out WI pipe 1oIM ea/of ,M elrvclu,•Plee 11' L.."r W ILI.W, _ ew,1+r,M feesreY� dlrMnebne p• oppeAlmpl• peal la ed,malW9 pwpoc, ono IM w,aa rm.wae. r W +crw eMll »MrmMd 0, 1M cm ro<la Iron MN condllbea Weal re w+•Y ••r Y•Ye, M own .Ire ,rye+M e.a. ' aer my» re<en «rr le eW.. STANDARD CURB DROP INLET 12'-30" PIPE MAXIMUM DEPTH (H)=8' VIRGINIA DEPARTMENT 104.09 TRANSF&TATION uqu+ to De e+ •Men on Dbn11 ... r 5„oW oo.«.•or..-,Yu r a. a,.NE ew r ao�.al. bpWli.q CmcnY la r•wel WlNera4 A, . dots of swe 6 _ �IFr sled Ic-2. e.. c I Ix Shwl .p«.atl, •rw A +adp « rrcYtr,e • y -� L IAodue to b• pee 1. L-IL f�,�. -- M E SECTION B B + E� ~ �rrw air �, rr 9ww _ _ _ `' gaw+w ' Had.«• Ilea D evm pea» r N A -A r... r� 7Nd- )/ DETAIL WHEN USED EDUACENT TO CUR. WITHOUT GUTTER Sheet I or 2 SPECIFICATION REFERENCE 3" N1 B--1 \ - 6- I Optiowd Flo tees - ----- Ca I. ` C •ponvon I �EV-A i d I SECTION C-C A _J role' rain -B' 2'-0" o, m % ltobAM Yood.or r.a.n on fypkdwclror, PLAN VIEW G Conetru<I Gese c��p.+.Nn a ae matt d.e q'Paob.lc Cow D mope of fw.er ope«,arW. LIM e X h- - - slow o,-e,9. r ----- - -b SI'd. CG-n I. wed To, anUance, b.At IJ.r R.od..y » kill VDOT Polecb.yeo•e e 7 Ya• _--------- gap• CT.a,v lcone IM loloMmcMn po..q: 10'Mr.. To- sir«t Cer,r,•cllon D IZ 1onM poremenl end De to eructed 10 IM R/W M Ten teat one n4p pee •lob•izolion ,p.riW to, wwdn. 20'DwLmY Ir Cerr.ne,dd Enl,.`iral:d, tm W omit lea In S, +Dee•n SECTION A - A ♦ Roddcwb •r c«reh,atYn cwb a,w 9Ut 1., Ale rot be coMlrutl.d a,yo Use R/Y M • ,.of to, reldpcamanl pwpo,e,. Guidelines for Grade Change D 9 rh.n iced :, conJw 01n with SI-411d CO-3 a. CC 7. Me C foc• t- Slo-a«d W 1. be odlil.d to match Dr Enlrr,ca Volume Dwvm MPr«nm, wfwntatr, cwb conti9wolgn Mon 1500 VPDI 0 / 3 > Se. Stmdo-d CG-12 fw Cwb Ramp ere, Kyl lmora 1. b. a..d w h the SI«aord. W.- 1500-150D VPDI 1 3 x 6 • Rollo IM Ir once Id-. m t a<cwn+adal• the lu N�,.pp ear.menl, al pnikboled hear, Lo. (We, Urn 500 9PDI 16 x e / Dic• Noll,c, crosae, olion shoal be 9hcn 10 D,in9 the d C. of aIj, e t propo,ld «tle_oe, l0 7 M I Dpllond no.Me may be "..d to, All.— n cW wdbn, Opinr•ollb.lne may replies .rpinp o pw tun of p,lln le prrcb0e pondnp el wolu >RdEflaI METHOD OIF TREATMENT- E(f(1M[ CONNECTION FOR STREET INTERSECTIONS sot AND COMMER'CIAL ENTRANCES VIRGIMA DEP014WNT OF TRAHSDOPIA10,l 12D3 DB at t e•o moyb_ . .._ Ol he option oI IM conlrodor IN,yn ,b mo7 be mad o,n on�,NU, Deed h 10 Mp11 ." N d hgn.oY, w 15 w. ar r.1 in d.r11 P,a bon a UDwbol �.IIIMa arppnn yyndi an .d.d slona«d Cc. e-•d - The bol1'n of the awb and 9U 11« mo, b• ton, 1-0.d po,...,1 th Yop• 1 pa.fa.d o mniram depin'o/ 7" h rHanlanrd. for w• .iln elobd�ted open-p tided "'4e bran. In• boilom o1 thecwb as 9ull,r b• consUUcl•d po,ol•I 10 IM Mp. o wbbo,• cowsea and la the depth of ITpo.•m.nl. Note Comon.t.- ca,b a DOW nariq a nos,,, of 300' or III.,Idonq lose of toll snot M pad Iw a redid combmanon curb ► wl ll. IN, ibm hwy be P,.Cost or cost L, plot.. Cw+ r•i• to be Clo.. A3 It cool in pI.c., 1000 P5, it pecost. y1:YSNP r,IrN! COMBINATION 6" CURB & GUTTER q5 VIRGINIA OrPMTMENT Or IRNISOORTATION R•. .1 30, 1996 20103 :G-? ra 1 t . D D D 1I D - D_ E • • a • f. -- - - - - - The bottom of the cwb and -- pills r On) ,-t,d - L.P. pWdWl la the 1 l,.bba,e w. In al 7- h t 1..da = depthn.d� moya bet r I• A wl�on 1 IMcanlr oclw 1 IM .ion tl14 l To,0c Open-ry(he t og tr, 1M bollom of IM d„b In ' , cwb «.a pvu•r 31f>FJ b, con,bacl•d i'aw ••lao IM sbQQ of eWOooSt tl 10 IM asp In I Ile TN, cwb mo, be w.d will o-'I d,epe.d por,manl OUT i. , glwld eb.n 4eb9n .,..a 's py.pler oleo tombirolLin table bona quill ;I ,ea, 10 MPH an Rwal high ,, and 15 MPH •d. IM StoMwd Enlronc• C01111 w Slondad Ca b de..bpld wboa a tUb1b. o-.at. Iqp 1., 51r.•1 bl..... It— or. la how Note' Co ho;hoMn two l 9.tw ha✓+eq a rodiU, the m Iafdle cwb t fgwolion i,cwpwoled. 01 300o, r,, tocN lot. of cwb) .hon 11n•n IN. •lo,,dwd is to b• tied isle .0",, be pod la tie lade coRDib Con cwb e Irorrhr cwb. IM Inonblion ,. to be mod. _;L pat tee 10 a, the clop• i, •to-Mo-a. roof a1 repdor 1" item rtb, W pr•co,l w co,l in aloe ep•nin9• M1.1 Io M Clo,• Al i, Rost w plot•. ...0 PW pecosl. COMBINATION 4'' CURB & GUTTER VatGNIA DEPARIMENI Or IRAfSPOR7A710N RI, A t 30. 1996 •S (.EUDh rnesT AS 502 r- la/O II✓ppYY po-n 1 _ b 0 r ln, peel D, R,Y U l CG -'Z PedNny mri-d fdl Might CC It jD1 - _ JO- _ �'rt vw.r Yrn Jb LhY CC rP - - - T - - t, ENW cGJ Ye.wMn SI<W,rplf J I , n I Slpeees SNc. I - PeAipsod. Yer.wleln •Vale♦„n CIpVDiHlar, Jdd t ��yi zrtpo. r0 r TYPCA ATERNArE RADA PLAN �6II rOR USE AT AP0-1,017AW STREET a For N»►dd Edneq �g9- We rl CD'DRE�SS M'U LOYYfRC'rA IHear TrW Trdrk MkJMd I RADIAL PLAN �+ h' E wsbaeEccl ~ZU310 A 8 Ye. rdrn ' F T B F� IS rdlwp'f Sd�e � A . we ► - SS Seem 12J M.er- 1 A-J TANGENT PLAN ISOMETRIC VIEW Or Sra CL 3 CC IS fided. NOTES I M r1 tt He At.- A.o .a9UlI•r,ei b dWenaSf.dip 1w A 1r,p tiPrir I.S reAin Co111 rn sedl 91P n,1 1ad In d .oep rlor rr«,p /lpv .o,�i Mtn P w#f# h/rr drips •GUM • eJ sbp r 11 or co91. yae7 The der ... mo-drp Yon N Pafa.d lY r, a.Maad apple" �S IM,A Igep SW""` """d D I-plW. of I'd Ae.CG-2 r� E.1.1 Yd. d -b r«sp to N Plxrb Aoo'r,ntV19 r l by e LC6 0Jlr. Yac IF e4YIM Paelrµvly, pd won r.w,w w,'.rep rm e A wl Pv- r'Iep/Aa 11 aa9.Ml.U9 be PWd.d Iv&+W W S,p ry Wfdd, awed eMl m N mr In you dla ppc.reV d vea9 rasp Ibv.hawsf wtnl• 4hnr roEPYN t0 BE USED WHEAT THE EI/TRAItCE a. M. M. SECTION A -A 4111 CA,eDT ACCW UAYE THE TURNINC fem *ad bv1 pep to N Roy 1 roic al Viceolw to ... lab bull Yee. y the roep RE"EYENTS 0' ANTICIPATED NEA'r T/ACA fAu'. aid ~h d I.,d flue Nd- -.1. m»- 1* TRAFA. Q„b rpye .Ill be ee W wet Mid for d He walod M PIM re hed,dUlc Erna •5 1 r Bar, r e Ct 14-dd. Cb " Slde.alt ere CAMW OW oy . 1lderdlf. to 11oft, p ®. sbCevrr1411m Shp 12JY0•Im,m / AVrY C1rbl-b e,d µAle sir. Pp W- ofjvc a AD orb Ieee, o-, Ir,cWWt M MY' e rM. ft- •4 be Iv gr0/rarD tied woe. W-0 r AY M 0- ptw, YAr A, ml Jfbn .Ill Slordare Cv 3 a OTT, h orb Iva n Me S,_A, 1, N ea AdA Isar N eo`M la -MH -6 cod N,r PIpI • SECTION B - B w' Ifs rw• 11 d rlred n p saloon cra A.- .1 b De , .1 ,Tien M Ih yen a of *101i d tp mr f VIM w,i 'wed.'I.&. Iran pled any I09)ro,t r'W ra b be vv'laal d Ide.leslav .sew an ruu,oYe rw. 0I, ton IN r)prl of I-, a,EAMNI, wv.w. Yee ,it W, to'veelre w, _v . _« r, d . wy r p rfpn.q rocnrry r M p q/D IApa OYy d e1e1e 06-11 11 Mlarlrq. Ira..n ,per .1prn d Yaewdr r Aro..orl rocM � m Aw glPppcM.H/a Md .,., r /dY.1111 q N yree rron Jelap'w paf.«I, e, ~ a, p- •pa. /l Y1, ,Tn l ♦ used A teere .Rn .pally InadrArY, row' dq Hpyga.t. Ii . hd.a+ a rdra rce.t�u 'y,p e. dya+o Rr••. CURB RAMP Rlre Ml (PERSONS WITH MOBILITY IMPAIRMENTS) Sa 20].09 VIRGINIADEPARTMENT OF TRANSPORTATION R pS0. rised 3 25-96 4 - sbw b YI pp SECTION A -A THOD OF TREATMENT IN DROP INLETS a M B NOTES $hopnp of as nlel mrarl• n withd,oer.N \ \ \ \ Sbp q dpn b Inr.rl to..i.d hone. r 10 wDIY to Ina,. slruclw,.."c it i,d on pion• or whirl inner 0 pip• i, Eb... ..... I of •initial• d oWNI pipe Modb1• or drop -41 . b be faP lea cM•Irucled In cc«dc- rM pDplr uonwro a p,cYl TM iryrl lh.peq > NWE Q . I. M,ew ,• b c«ai1l a'Oo Pwlgnd Gm•n1 LOncnN mu cool«mrrp q or AS w Clo»Cl,uc"t that 25% a won• a99r.90 nY, be / «MWr IY 4-n done c v ABM, tra- tr,ch, W Wen w„cnN, B laden motel. ebcl The wfoc. thptl M Wh -II, b, a hood alrl• a RY wart, hn9 Nol999n9ok A om rennin "p d I 1 Delodl of urw,t Wp+p c root Mrew o-A 10, a.pmp• pwpw•.My Each -h%tim « o-w nWl. b be Hoped iMlndpally b NN Id IN - p«ticubr rql One _w, wn(quratron old flow AM. _ PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES iPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE 8INLET INVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION 10608 r Iv + 5p-1 •.\ter!/ : . -1 1 tl_ T 3 c�rre ..jLz I ao�rh r s sL •� FL" -- 1 lla No 4 AT IOt4 yt7•I _ I I L - I% ��fi yln� �l.�vaTrarl St7�I P�+T 7D-1 !o E eats - _ tr.�e Eeecs._ era. ear- _ fe»e==* I O I. Im r-._ _a = wD- Coy( IfIOq I K.. I _I 1 ��IE lwQ (v° "TW, ptIPE W4,AKYy r-Iw,r_v wIfH evM&P-Pp my t�x-regvlk , Entit U P oP �exA`� woov pOsT I I N 2 4 IJ y D-I 3 Ilk .t•f 1 s n - I 'd. V I _ a WOOD / p PO si L�C�E- OH �R^Dt3 yET`177 . - 20 VIAM p5F'CrL NG'LDyuR�- - o r O C,orJ�f��'(Fi A{°Korl yLk17 aN Ili Vf,' G�rJ ( RGD /A AATr-, V Z tic w LLJ •lela�r� 0 Z W O In coco 012 It Cq co CC N cz I � Zx � O L0c\j Uj L U 1n L"i U R" A Z` Sr L. •.p O O Qi +71 41 (1-1)00 a Q Y O .� O Q } coo W ow^ � W U F� DATE: 9/25/98 SCALE: AS SHOWN DESIGNED BY: cb/kp JOB NO. 2177 SHEET 6 OF 6