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HomeMy WebLinkAbout40-08 Airport Warehousing - Warehousing-Arbor Ct. - Shawnee - Backfile (2)EXIST. SEWER MH RIM=702.24 GLAIZE & BROTHERS INV. IN=692.64 TM 64 ((A)) PCL 80J INV. OUT=692.44 " 13.350 ACRES BLUE RIDGE IND. ROPOSED 8 USE: INDUST. TM 64 ((A)) PCL 80Q SDR 35 PVC SAN 13.350 ACRES / KENNETH D. and THERESA KOVACH ZONED: M-1 \ � . SEW. BENCHMARK USE: INDUST. / \ (JACK & BORE UNDER TM 64 ((A)) PCL 80S �y ZONED: M-1 0.85 ACRES Existing Fire Hydrant TOP FLANGE BOLT // RTE. 1000) USE: INDUSTRIAL/VACANT X ANk OF FIRE HYDRANT X ELEV.=705.48 }� PROPOSED 20' �� PHASE 2 ZONED: M-1 .37 RIM=7o5.38 X _� " p SAN. SEW. EAS MENI \ STA 13+8829--------------------------- - INV N�691.87 INV. IN=693.68 �_�___�__ �__�=��a--=a�--®-EX. 8 SAN. SEWER �aa-- - - ----- -- - INV. OUT=693.58 1 a _ - -' - - - - - 1-8 z8 X6• TEE INV. OUT=691.77 1 �y - - - - - - - - - - - P'G=__SPEED_UIVIT -� ------ 1-6'GATE VALVE -VA,-SEC. PRTE. 1000 _ ARB'0_R COURT _ _ _ _ 1-69 FIRE HYDRANT t5 �% 607` R�W EX. 8" W/M APPROX. LOCATION ASSEMBLY ■/� rip II jjT'E__D tWEAL w w w w - - -W w-ST-0-a/BO� - - - - W- -ww O 12 CG-11 12'� EX. GAS MAIN (APPROX. LOCATION)- - G -- ' M PHASE t N 60'23' 29" F _ _ - - G II e2J OF VIRGINIA. TH IR / N 64*06 27 E 529.73 ENTRANCE 7 STA 10+98.00 E Overhead Electric and n BY �LD.O.T. / ,.j 1-8 x8 x6 TEE , M/H G 0. ESA' 25' DRAINAGE 75.0 ' B Atlantic Telephone I 1 / % 1-6' GATE VALVE • rox. Loc. G -G - - - D.B. 750 PG. 127) _ _ - EX. F.C.SA x. 6 P astic Shenandoah Gas Line (AP - II y EASEMENT - - - DD C10 GO 00 00 W - Co ` SA 15+69 28 PHASE 1 II ' , � � I - - - - � - 2 2 25" rKING OT 2'P 2' � 'o � � t - 8' 45 BEND � � ETI STA. 10+43.05 II I I m / R UR I 1 -- UT UT C 0 2' ---------------- - 1-8'x6'x6• TEE II " _ _ _ � - - - - - - � - - -C1LF� Q 1-6' GATE VALVE II �' - � � ----------------24'-----�T- CUT #5 � -•� 1 \ 1-6" ARE HYDRANT II I ' ASSEMBLY W/BOLLARDS - - - - - - iS6 75 f I 20' WATER I r., I I I ♦. ,- ' ..- .,. PHASE 1 T 120', STA. 10+00 II EASEMENT I T 120• T 120' T T 120' T \ 14' TAPPING SLEEVE --��g� TEL 3 #2 #3 #4 • #6 do VALVE, BY FCSA CONTRACTOR 0 T H I 2' 1 -- 1 IYPE X MTIISE 2 -- 1 TYPE 'K' riillSE 3 -- 1 TYPE •K rIU1SE 4 -- 1 TYPE '!( II COPPER WATER SERVICE COPPER WATER SERVICE COPPER WATER SERVICE COPPER WATER SERVICE STA 16+19.79 DOUBLE S PA N 1 - r 45 BEND I( -AS. SHOWN IN REM I r ' 5' RA1 WATER METER 1 WATER METER 1 WATER METER 1 WATER METER f ( i \ \ II APPROVED ETAq s I ENT POLE MOUNTED HANDICAP PARKING ( �D\ \ I � II ISIGNS INSTALLED PER VIRGINIA II 1 I 0 18' STATE CODE SECTION 36-99.11 MPICAL OF i \ GLAIZE & BROTHERS II I I ; Z 2' ) 1 \ I I I \ G TM 64 ((A)) PCL 80M II 1 I I N URB \ N WINC. WOOD -WORKING CORP. 5.068 ACRES II i I s UT ' I MAIN SQ.FT. BUILDING 24,000 SQJT. BUILDING 24,000 SQ.". MURAING 1 USE: INDUST. I X I I I � ( 1 \ N TM 64 ((A)) PCL 80D ES ZONED: M -1 0o I , I I I ; I o PAA�Jb BBB 24,000 SQ.FT. BUILDING PHASE TM PM FOUR � I 1 I j USE:0INDUST. II I I : O F.F.- 704.50 PHASE T�0 F.F.- 704.50 F.F.- 704.50 O I I 3 ZONED: M-1 it N I I I N PROP. 1U HEIGHT= 32 FT. PROP. M EE MT= 32 FT. PROP. M1 HEIGHT= 32 FT. N 11 I I F.F. 704.50 \ I PROP. 1U HEIGHT= 32 FT. _> I I I\ I' I W , PHASE I Q Q PHASE II En (n PHASE III Q Q PHASE IVs'- I I __ __ _= I 1 I\- PHASE 4 II I� a a , -� -8 z8'x6'.TEE EX. MANHOLE II I J I GLM 4 2O WATER I \ I in \ 1-8 GATE VALVE RIM=7 =69 I I 8 2, (2) SCREENED DUMPSTER PADS (TYP.) EASEMENT I t-6' GATE VALVE INV. IN=695.80 W 1 3 V I I \I 1�• INV. OUT=695.70 II I W \ I CURB FIRE HYDRANT ,--FIRE DEFT. CONNECTION 6' HIGH B TO B FENCE W/ II I cn W/ 8(N LARDS DOUBLE SWING GATE (10' WIDE) I ASSEMBLY TI/BOLLNRDS = O I IUj I,(0 b • o I \ A EX. MANHOLE N - b ADING EA U ADWG AF I EA0 LO UMG AM A --I I I RIM=706.61 I I 20' WA I \ STA 18+39.07 INV. IN=695.21 Ij LL I 10 INV. OUT=695.01 z W " • - J 1 THRUST T BLOCK CK THRUST BLOCK PROP. STR. 2 • I \ \ Al PIPE JOINT n ( PAST TEE -A PHASE I II I I v, I --. RIM= DI 001 R Ii�I WALL \ \ y t -8 x6 TAPPING SLEEVE - VALVE; FCSA II I �_ I N - - - - _ w INV.= 697.251 (TYP) RAMP 40' (DESIG Y OTHERS) CONTRACTOR TO MATCHDOURX SEALED 1-6' FIRE HYDRANT i I i i CIS 6R - N N, NI ^ M SHOWN PIEvaUSLY I \ ASSEMBLY W/BOLLARDS I I \\ �- 0 •APPROVED DETAILSI \ II I I I FUTURE FENCE/ 1 ' 25 DRAT GE = z LANDSCAPE SCREEN I r^\ i EASEM I . . . . . . © I I I FUTURE FENCE/ �� �� I ' l iiz I II 0IIi LANDSCAPE 9.SCREEN 0_a REI�N // . DENNIS HERNDON 6' HIGH WOODEN TM 64 ((A)) PCL 80A z\ OPAQUE FENCE V \ Wi 5.03 ACRES PHASE IDRAW I�USE: INDUST. ----------------------------------- ZONED: M-1 it " ' S P � HANDI'JIPPED IIOCFSS RAiP REgIlBiED - AS DIi I BY M NWEM R. II 0 I I I I \ LANDSCAPE r - _ FUTURE II IVER EQUIP. \ ��\ ��� _ 20 1]R� gg0.60 II I 64 ((A)) PCL 80R- II IRE 2.83 ACRES II USE: INDUST. 1 S 54.0018 W V�1hIfy Map (1:2000 ) wz� s' 12' W w O SS'p o om MATCH EXISTING PAVEMENT T CG-7 w 0 0 1/4 1' MINIMUMS EXISTING PAVEMENT 1 1 1 /2- SM 12.5 4" BM 25.0 21B *MATCH EXISTING CROSS SLOPE **CONTRACTOR SHALL ENSURE SMOOTH TRANSITION TO STD VDOT CG-6 WITHIN OFF-STREET PARKING AREA SECTION THRU PROPOSED ENTRANCES SYMBOL COMMON NAME SCIENTIFIC NAME SIZE O PLANTING SPACING QUANTITY FLOWERING PEAR PYRUS CALLERYAANA 2" CAL - 6' HIGH 20' ON CENTER 70 O HETZ JAPANESE HOLLY ILEX CRENATA "HETZI" 48" HIGH AS SHOWN 82 IRF LANDSCAPE ANALYSIS REQUIRED: 1 SHADE TREE PER EVERY 40' OF PARKING LOT PERIMETER. 2434'/40' = 61 SHADE TREES REQUIRED 1 SHADE TREE PER 10 PARKING SPACES AND A MINIMUM OF 5% INTERIOR SPACE. 153 SPACES/10 = 15 SHADE TREES REQUIRED 1.40 ACRES x 5% = .07 ACRES INTERIOR LANDSCAPING REQUIRED PROVIDED: 61 SHADE TREES AROUND PARKING LOT PERIMETER 15 SHADE TREES IN INTERIOR ISLANDS .09 ACRES OF INTERIOR LANDSCAPING SITE PLAN NUMBER 40 0 40 80 120 Scale 1'y = 40' Approved by the Zoning Administrator Signature Date Note: Site plan is valid for five years from approval date. LOT 4- A 03 G 0 �8"x3"x6" TEE ............ ��6" G.V. FIE 'K' COPPE R� 6" G.V. WA ER S ICE • 1 T . .... "' DOMESTIC METER 6" CAP & STUB W/ THRUST BLOCK & MEGALUG WATERLINE SERVICE CONNECTION (TYPICAL SCALE: 1 "=20' GENERAL NOTES: 1. INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED FEBRUARY 2, 1999, BY OTHERS. 2. BOUNDARY INFORMATION SHOWN WAS TAKEN FROM BOUNDARY SURVEY DATED MAY 21, 1998 BY MARSH do LEGGE. 3. BASE SITE PLAN DATA PROVIDED BY GIILBERT W. CLIFFORD do ASSOCIATES. 4. FIRE LANE SIGNAGE AND MARKINGS REQUIRED AT ALL FIRE HYDRANTS. 5. STRUCTURE SHALL COMPLY WIITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 311, USE GROUP 8 (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY ARE CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING AND FACILMES. 6. AT A MINIMUM 5'x 5' CONCRETE STOOP TO BE PROVIDED AT ALL EGRESS DOORS. 7. THESE PLANS ARE TO SERVE AS A RECORD OF REVISION TO PREVIOUSLY APPROVED PLANS: TITLE: AIRPORT WAREHOUSING AT ARBOR COURT FINAL SITE PLAN APPROVED BY FREDERICK COUNTY ON 10/20/99 1ST REVISION - SITE PLAN 127-01 (REFERENCE) ENGINEERING FIRM: GILBERT W. CLIFFORD AND ASSOCIATES, INC. ENGINEER OF RECORD: RONALD MISLOWSKY 8. NO STEEP SLOPES, FLOOD PLAINS, WETLANDS, SINKHOLES, WOODLANDS OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. 9. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND. 10. DEVELOPER SHALL FILE FORM 7460-1 WITH FFA. 11. NO OUTDOOR TRASH RECEPTACLES PROPOSED. TRASH IS TO BE TAKEN DIRECTLY TO THE FREDERICK COUNTY LANDFILL BY OWNER/OPERATOR. 12. SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, SECTION 165-30, SIGNS. 13. ANY OUTDOOR LIGHTING INSTALLED IS TO BE DIRECTED AWAY FROM ADJOINING PROPERTIES. NO LIGHTING IS PROPOSED. 14. NO OUTDOOR STORAGE PROPOSED. 15. SPECIAL INSPECTIONS SHALL APPLY TO CHAPTER 17 OF THE BOCA NATIONAL BUILDING CODE/1996. 16. MAX. SLOPES ACROSS THE HC PARKING AND UNLOADING SHALL NOT EXCEED 2%. 17. SEWER SHALL HAVE CLEAN OUTS EVERY 100' PER THE IPC AND CROSS CONNECTION WHERE WATER AND SEWER CROSS. 18. PARKING CALCULATIONS ARE BASED ON FUTURE FLEX -TECH DEVELOPMENT OF THE SUBJECT PROPERTY, PER § 165-48.7 OF THE FREDERICK COUNTY ZONING ORDINANCE. THE PRIMARY USE, (WAREHOUSING STORAGE) CONSISTS OF 75% OF THE PROPOSED BUILDING, OR 18,000 SQ. FT. THE SECONDARY USE (BUSINESS) SHALL NOT CONTAIN MORE THAN 25% OF THE PROPOSED BUILDING, OR 6,000 SO. FT. 19. DOCK RAMPS SHOWN AS A CONSTRUCTION ALTERNATIVE, THE NEED FOR WHICH TO BE INDEPENDENTLY DETERMINED FOR EACH BUILDING PHASE. RAMP PAVEMENT SECTION TO MATCH EXISTING PARKING AND ROADWAY SECTION (SEE DETAIL, SHEET C-3). 20. LOADING DOCK STRUCTURES SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 312. USE GROUP U (UTILITY AND MISCELLANEOUS) OF THE INTERNATIONAL BUILDING CODE/2006. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION MAY REQUIRED TO BE SEALLED BY A VA. LICENSED DESIGN PROFESSIONAL PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 SPECIAL INSPECTIONS FOR THIS TYPE STRUCTURE, SOILS, CONCRETE, BOLTS, ETC. 21. ALL CHAPTER 1 VUSBC MIN. INSPECTIONS SHALL BE CONDUCTED BY THE FREDERICK COUNTY INSPECTION STAFF. REQUEST TO UTILIZE A THIRD PARTY INSPECTION AGENCY, THAT COMPLIES WITH THE FREDERICK COUNTY POLICY„ SHALL HAVE PRIOR APPROVAL GRANTED BY THE BUILDING CODE OFFICIAL A 22. THE 6' HIGH WOODEN OPAQUE FENCE FOR PHASE III TO BE INSTALLED PER THIS PLAN TO PROVIDE OUTDOOR STORAGE SCREENING. AT THIS TIME, ALL OUTDOOR STORAGE SHALL BE CONTAINED WITHIN THIS FENCED AREA. IF ADDITIONAL OUTDOOR STORAGE AREA IS WARRANTED AT SOME FUTURE TIME, THE FUTURE FENCE/LANDSCAPE SCREEN SHALL BE INSTALLED. THE LANDSCAPE SCREEN ELEMENT WILL CONSIST OF EVERGREEN TREES, WHILE THE FENCE WILL BE A 6' HIGH WOODEN OPAQUE FENCE WITH GATE AND KNOX BOX (OR APPROVED EQUAL) FOR SITE ACCESSIBILITY. ECSA CONSTRUCTION NOTES: 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WiTH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL RE'MLIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WiTH, AND ARRANGE FOR INSPECTION BY. THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WiTH THE AUTHORITYS INSPECTION. 4. THE SANITATION AUTHORnYS MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2' IN SIZE. BEFORE A PERMANENT METER IS SET. THEY REQUIRE; 1) THEFRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRAC"R MUST: (1) MAKE APPLICATION FOR THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MARK THE LCCATiON OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 6. THE CONTRACTOR SWILL TIIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE:. 7. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKPLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1048 OR 1047. A REMOTE RLADOUT IS REQUIRED. WINCHESTER REGIONAL AIRPORT NOTES: 1. ALL OUTDOOR LIGHTING TO BE SHIELDED TYPE SUBJECT TO WINCHESTER REGIONAL AIRPORT AUTHORITY APPROVAL 2. OWNER/DEVELOPER TO SUBMIT FEDERAL AVIATION ADMINISTRATION FORM 7460-1 FOR APPROVAL. COPY TO BE PROVIDED TO WINCHESTER REGIONAL AIRPORT. 3. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT OF CONTROLLED BURNS 24 HOURS IN ADVANCE. 4. ALL CRANES TO HAVE AVIATION OBSTRUCTION FLAGS AND LIGHTS. CRANES TO BE LOWERED AT NIGHT. 5. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. ML :11 TRWD ENGINEERING. INC e www.trioden .com t� 0 \ O N O N _ "0 F1 8 m IM o 0 0 0 0 o, o � o n 0 o c C 1° a I? in E o g Ye O C C 0 O n a C O C p J C a o 0 E " c u 0 o D " c 0 o a _ o a. O O •0 C A C o W En a j fV M d N o: LO 0 to 0 1 N O O CV O O N U I O O O C I U all O O v v o °o U to .0 o '0 Q o Q C Q 0 F C F p p p U 0 cn o z 0 W J J Z a � F_ z 0 0 z 3:(0zzz5; ^ W z 0} N C' 0 ~ W g . <D NtD 1 L.»- CC]N oo0 z �0g N�ZZ c[� ,Z0 oZC ZoWZ �� w Wo�►L Q zAL z�o0 W b 0 Q W>. _ 0 v QW0) J W z o 0 c>S0 u. Jc 0 O V)� U = Z C pWip C Z NU� 3 UQ0. 0 _jZ Cr W 06 �oz i Lo Fz as c �� a_ 0 ") g�Lj 0- 0 0 0 0 W V M z_ W 3: Or Z U) W z O U 0 ��'Q`LTH OF D D U DK ME D. DUNI.AP III SITE STATISTICS Lic. No. 035809 PROJECT SUMMARY: '$� N/ s o s Q MAGISTERIAL DISTRICT .......................... SHAWNEE o ..................... `TONAL F,l� �•, TAX IDENTIFICATION NUMBER............................................64-A--801 TOTAL PARCEL AREA, ................................................ 7.8880 ACRES CURRENT ZONING ............................. .. .....M-1 PROFESSIONAL SEAL 00 00 0 ADDRESS..................321 ARBOR COURT, WINCHESTER, VA 22602 C„ CURRENT USE.............................................UNDER CONSTRUCTION PROPOSED USE WAREHOUSING ......................................................... EXISTING LOT AREA, ................................................... 7.8880 ACRES DEVELOPED LOT AREA.....................................................7.5 ACRES z U 7ED DED Z FRONT ((ORNERSIDE) 75' 75.00'&93.00 SIDE 25 69.14' REAR 25' 149.77' cn 0. MAXIMUM M-1 BUILDING HEIGHT: 60' 0 OWNER DEVELOPER: PROPOSED FLOOR AREA: PHASE ONE...................................................24,000 SO. FT. = I.1.I V W MR. HARRY HILL 201 MOUNTAIN ROAD PHASE TWO ............................................... 24,000 SO. FT. ""' PHASE THREE................................................24,000 SQ. FT. Q FRONT ROYAL, VA 22630 636-6576 PHASE FOUR..................................................24,000 SO. FT. 0 PH: (540) TOTAL BUILDING..............................................96,000 SQ. FT. m Q EMPLOYEE PARKING EXISTING TOTAL LOT AREA.......................................7.8880 ACRES W PHASE: LOT AREA DISTURBED................................................7.50 ACRES PARKING REQUIRED (PER FAR. ALLOWED .................................................................1.0 0 - =4 -OFFICE (1 PER 250 SO. EQ x WOO SO, FT. = 24S' SPAM FAR. PROVIDED................................................................0.279 CAS MAXIMUM BUILDING HEIGHT CL Q > -TOTAL SPACES REQUIRED FOR EACH PHASE = 28 PROPOSED BUILDING HEIGHT..............................................32' W TOTAL TOTAL _ TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL Q REQUIRED PROVIDED TOTAL PARKING SPACES 28 7? REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED 72 64 84� TOTAL STANDARD SPACES (FOR ALL 4 MU= 145 -PROVIDED TOTAL HANDICAP SPACES PROVIDED (FOR All. 4 PHASES) = 8 MTA UIiPLOYEE M MM FOR ALL 4 "ISES) = 153 Drawing Number: LOADING SPACES C-1 1` 0 a. Q LO 00 0 00 O 0 00 0 O N U) Q- M GLAIZE & BROTHERS TM 64 ((A)) PCL 80J 13.350 ACRES DUST BLUE RIDGE IND. TM 64 ((A)) PCL 800 USE. IN ZONED: M-1 \ i 13.350 ACRES / I BENCHMARK USE: INDUST. �f Existing dire Hydrant 41" TOP FLANGE BOLT ZONED: M-1 X 9 o iy� OF FIRE HYDRANT ELEV.=705.48---------- ----� A ��7.91 RIM=705.38 X p---------------------� 7` INV IN=693.68 - - - - - - - - - ---___ EX. 8" SAN. SEWER EXIST. SEWER MH RIM=702.24 INV. IN=692.64 INV. OUT=692.44 I( KENNETH D. and THERESA KOVACH TM 64 ((A)) PCL 80S \ \ 0.85 ACRES USE: INDUSTRIAL/VACANT ZONED: M-1 700---- ----------------- `'Zo --- --= _700 ------ INV. OUT=693.58---- ,' - - -(tNPIGSTED-SPEE1Y0 TT� - - x_ SEC. RTE. 1000 _- ARBOR COURT _ _ 60-' yy EX. 8" W/M APPJ30X. LOCATION p II 128 S Fit w = - w - - - - - W - - - w - - - - -W - - - W- - - - L--------------w----- %B? YONWFALTIi - , OF VIRGINUI / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FE�5 II ----- Ex. Overhead Electric and I I 6Y �.D.O.T. / ,.j T/C= T/C= A INV.=700,6. Bell Atlantic Telephone II I. , ' / 3A702.72 L70.0B; _EX. F.C.S.A. EASEMENT---� -- ----------- III I I T( - -FES #4 _ INV.=700.00 _ IP G 1 .. C. 703.80 � II I II I oo ; 1 I m, T/C 702.73 24 C/O T/C 702.72 7 _ Tc= 1 704.34 70 .3 T S= II I I I 70 .8 T/C= ll 1 703.E C/o C/oCT -- -�11EC a is 1 I a� i #2 #3 #4 II I 25' NAGE ENT / I I / GLAIZE &BROTHERS II I` 1 , / TM 64 ((A)) PCL 80M 5.068 ACRES n � I ;',� A 24 000 .FT. BUILDING � SQ _ USE: INDUST. ZONED: M -1 m II I I ; ; 1 I I PHASE ONE _ 24,000.FT. BUII,DING II z I I; I o� o F.F.- 704.50 PHAS�'0 II LO I I ' ' ' ' N PROP. 1U HEIGHT= 32 FT. 0' F.F.= 704.50 III II ► , I ► I, 1 ► ! ', I PROP. M HEIGHT= 32 FT:\��, I PHASE I PHASE II w'�` ­lN III 0- CL EX. MANHOLE I� RIM=706.00 INV. IN=695.80 I I o ,', \ GLM 3. T/ _ \ r03.14 �\ C/0 24,000 SQ.FT. BUILDING PHASE THREE (-,,, F.F.= 704.50 PROP. MAX. HEIGHT= 32 FT. TPR6dIDE f w A�p. LOCATION) EX. W_ 6 T C= 1-t+1 ►0 .5 T/C-_ 702.13 - w - --- - - G G - w; _� �. REM \ S= jffj'*1 ff-1 I 1 1 704.34 ..:: r 1 0 \ #6 0 `\ 241 " �. MWING Sri' PHA�X YOUR F.F.4 704.50 0 Cq PROP. IU HEIGHT= 32 FT. PHASE III\�� �\ PHASE IV SANITARY SEWER SCHEDULE SIZE LENGTH SLOPE FROM TO TYPE (in.) (ft.) M EXIST. M/H M/H #1 SDRV 35 8" 70.74 0.65 M/H #1 C/0 #1 PVC SDR 21 4" 85.00 3.06 C/O #1 C/O #2 PVC SDR 21 4" 56.47 3.06 M/H #1 C/O #3 PVC SDR 21 4" 65.44 6.62 M/H #1 C/0 #4 PVC SDR 21 4" 65.36 6.62 M/H #1 C/O #5 PVC SDR 21 4" 85.00 3.08 LCO #5 C/O #6 PVC SDR 21 4" 55.50 3.08 STO,�M STfFUCTUf?E SCHEDULE STR TYPE TOP INO # 1 Dl- 7 698.00 693.00 �!2 D1-1 700.00 697.25 T/P= WINC. WOOD -WORKING CORP. 701.12 TM 64 ((A)) PCL 80D 10.92 ACRES USE: INDUST. \ ZONED: M-1 INV. OUT=695.70 II �.I LL ' " I ` A T S- r T70R4 50 T70R4 50= \ T70RAM 0 \�i� T70R4 50 cn I 701. IA. �'Noww I T/C= b fir'' T/p= 5 w /P= b T/P= ` T/P= II I (n I II 700.83 W b 700.50 WX 0- 00.50 Wa. \ c 700.50 aW 700.50 EX. MANHOLE RIM=706.61 O I INV. IN=695.21 II I I I P \ � O �O� O � O �^ O INV. OUT=695.Ot a- z..T/RAAl N T/RAMP= • N T/RAMt N T/RAMP= i II Iv 1 - 1 700.10 700.10 700.10 70,0.10 , II I--- I I \ I , I i 700 II I li I F� 3 I I V. = 9.00 STIR 2 II ' I _ 1 \ \ FUTURE FENCE/ 25' DRAT E \ �Qj \ \ z \ \ LANDSCAPE SCREEN = \'tss.12 20 DRAINAGE 0 9.84 LIE FUTURE FENCE/ \ \ \ MEAT II LANDSCAPE SCREEN \ \ DENNIS HERNDON II I I : i\ w \ \\ 6' HIGH WOODEN _ / TM 64 ((A)) PCL 80A r zl \ \ FES #2 OPAQUE FENCE T/P_ / 5.03 ACRES II I ''.1I� Q \, OI \\ \\ INV.=695.90 PHASE I ss8.4o ,, USE: INDUST. II I 1 : r'1 I� �\ NI \ �------------------------------------�- CD ZONED: M-1 �I� \ \ a � I \ 698 � 696 694 i 1 I 5 E`SCR / '--PROVIDE EC-1 STR #1 F ``�' Np / CLASS Al RIP RAP S /' \ ` \ La= 4' 694 696 698 \ II \ 1 I Fv I \ 1 W= 6' _ CAPE SCREEN - Np$ - ------ � � � CONSTRUCTION ENTRANCE I I I � I WITH WASH RACK (REQUIRED) \ 98 -- ______-��----------_ _:_--_--_--_-_- II �� JAMES RIVER EQUII$'-` \ C -- ----- N0. TITLE KEY SYMBOL TEMPORARY STOW [Z2] CONSTRUCnON t✓ E ENTRANCE 3.0) STORM PR171I014 a.3e sal STABILIZATION NAG DI ANI IS & MAl .� II I TM 64 ((A)) PCL 80R - \ 20 --------------- I II 2.83 ACRES ` - ---- 1 0------------------- - -- I , - - -- q USE: INDUST. ""- o ZONED: M -1 -pOV1B€-fi "`-CLASS Al RIP RAP 41 N /F 40 0 40 80 120 Scale 1 " = 40' FES #1 W= 6 DEARING BEVERAGE INV.=692.75 TM 64 ((A)) PCL 80E PROVIDE PERMANENT LEVEL SPREADER 5.02 ACRES USE: INDUST. ZONED: M-1 0 LOT 4- A Property Line 3 Evergreen Plants per 10 linear feet, 4' tall Installed, at least 6 tall at maturity, 10' min. width, spaced 10' on centers NOTES: 1. All proposed planting species shall conform to Section 165-36B of the Frederick County code. 2. If fencing is substituted for landscaping (fencing will be required across paved areas), fencing shall consist of a 6' high wooden board -on -board fence. FUTURE LANDSCAPE/FENCE SCREEN SANITARY MANHOLE SCHEDULE M/H # M/H TYPE TOP INVERT EXIST. M/H STANDARD 702.24 692.692.44(ou4 out) M/H #1 STANDARD 703.00 693.67 (4") 693.00 8" C/o #1 STANDARD 703.68 696.27 C/O #2 STANDARD 704.45 698.00 C/O #3 STANDARD 704.45 698.00 C/O #4 STANDARD 704.45 698.00 C/O #5 STANDARD 703.68 696.29 LC/O/#6 STANDARD 70445 �OO STORM SEWER SCHEDULE FROM TO TYPE i� Z� n L ( H (ft. S j E (7.) F.E.S. #1 STR #1 CMP 18 50.00 0.50 F.E.S. #2 STR �2 ��p� 18" 790.00 0.70 STR J2 F.E.S. lf3 R CPS 15 " 117.00 1.50 F.E.S. 14 F.E.S. #5 �� P� 15" 65.00 1.00 NOTES: 1. REFER TO APPROVED SITE PLAN BY G.W. CLIFFORD & ASSOCIATES, DATED 02/24/99, AND APPROVED ON 10/20/99 (SITE PLAN #15-99) FOR STORM -WATER MANAGEMENT BASIN, UTILITY, AND PAVEMENT DETAILS. 2. REFER TO APPROVED SITE PLAN BY G.W. CLIFFORD & ASSOCIATES (SEE NOTE #1 ABOVE) FOR EROSION AND SEDIMENT CONTROL NARRATIVE AND STANDARDS. OWNER / DEVELOPER: MR. HARRY HILL 201 MOUNTAIN ROAD FRONT ROYAL, VA 22630 PH: (540) 636-6576 NOT TO SCALE I CHANNEL INSTALLATION C:\ENG\CHANNEL.DWG NOTE. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRn1CAL POINTS ALONG THE CHANNEL SURFACE. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMI4ENDATIONS FOR CHAHMEIS. A e C CRITICAL POINTS >: A. OVERLAPS AND SEAMS A B. PROJECTED WATER LINE B C C. CHANNEL BOTTOM/SIDE SLOPE VERTICES I. PREPARE SON. BEFORE INSTALL/10 BLANKETS. NCLUDIM APPLICATION OF Ull FERTLUML AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET N A r DEEP X tr WIDE TRENCH. BACKFU.L AND COMPACT THE TRENCH AFTER STAPLING. 3 ROLL CENTER BLANKET N DIRECTION OF WATER FLOW ON 807`11`01M OF CHWINEI_ 4. PLACE BLANKETS END OVER END (SHME �WRH A 6' OVERLAP. USE A DOUBLE ROW Or STAGGERED STAPLES 4' APART TO SECURE 3. FULL LENGTH EDGE OF MANI AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6' DEEP X 6' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SDE SLAPES MUST � OVETtIJIPPED 4' OVER THE CENTER BWN10=E AND SUPLED (2• FOR CW0 MATTING>. 7. N HIM FLOW CANNEL APPLICATI N% A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. LOSE A ROW OF STAPLES 4' APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4' BELOW THE FIRST ROW N A STAGGERED PATTERN. & THE TERIIAL END OF THE BLANKETS MUST BE ANCHORED N A 6' DEEP X 6' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 14840 HIGHWAY 41 NORTH, EVANS I LE. 00" 47711 USA 1-BOO-7n-2040 CANADA 1-11100-448 2040 NORTH AMERICAN GREEN ML TRIAD ENGINEERING, INC wwwArioden .com to \ O NI ` I "u 17 O to O\l M m O\i 0 \ P c� to 0 0 1 CV O O O O CV 1 U 1 O O c 0 1 U ° t11 o V= o c 0 0 0 ° o U Gn T o Q � o g c o a Ix p V � p U ° 0 • w >z U J Z J 25 Q w°° _ N 04 Z Z O Z O Z to Z�� w �- ID Nf0 Y U)Ir QoZ JC4 I 0 v 000 u50 d7~ WoZga' zoZ�w ZO�-a °gO Uziw = Q W0 ilC ° U J �' ZQ o� Z wUOw> O 010D .Z w U a v~� QLLI m 1-01t LLU, zv0 ILA � va.0 ��m p_w(0 c_ ZN (03 I �w i ow w� Z W "off j61 �g °Z� w = �F_ U) 0 a C`i ° Z f= W a:O � Z � w Z O U U ° ° 6�0L3H of UDENNTE D. DUNLAP ID�l Lic. No. 035809 1 `sjoNAL E PROFESSIONAL SEAL i 0 Q W W W Drawing Number: C-2 7 rn a6 co 00 O O CV METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 1" 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (fop Lid) Traffic MC-30 (Frame) WITH RML-12-T (fop Lid) treated 2"x 4" with top 6" painted blue meter cover set 2' above fin. grade prior varies as required to sodding 18" corporation stop 3" stone bedding 18"-21" meter by F.C.S.A. meter box surrounding box 1 1 • 36' min. angle check valve with drain valve 4 " B" min. an yoke ball valve IJ type K copper 1" tubing, continuous without joints from main to meter 2 ft. water main 6" stone bedding METER SETTING PARTS line size meter size Yoke angle yoke ball valve angle check valve expansion wheel 1" 5/8"x3/4" Y502 BA94-224W HHCA91-323-TV & C 34-34 EC-23 1" 3/4" Y503 BA91-323W & C84-34 HHCA91-323-TV & C8434 EC-23 1" 1' Y504 BA94-444W I HHCA94-444-TV ECG curb & gutter Street 1 rn to back of ° 1 INSTALLATION NOTES: sidewalk 1. Exact location of meter box assembly in to be approved prior to installation. 2. Water service crossing street shall be 1" t - Y K:...':., s encased in 3" dia. SCH40 PVC or M 3 copper 3 SDR21 piping. The piping shall run from n N one foot beyond sidewalk, across the " ' ........:...... street, to one foot beyond sidewalk. 1' X 1" TEE (T444-444) DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 square skid pad 6" thic t x 2" butyl joint sealar top of manhole at grade in pavement areas unless otherwise directed r(top shall be set 24" min. above grade in easement areas) t concrete anchor bolts (4 each) idjustment rings (11" max) concrete ASTMG150 4000 psi •" waterproof coating 112' or 16' I(typ.) CS-55 by Conseal 1" nominal size RV 30 butyl joint sealant applied between joints and on exterior side of joints joints are to be sealed with "0" ring gasket variable _ I.D. — pipe to manhole c"� connection to be � by flexible sleeve invert channel to provide a T-W min. smooth transition in to out, 4'-0' max. for all connections 2'-0" max. recast invert or routestop p 9 of bench wall "y c « • ' same elev. as bottom to form channel f _ _s• r ;Y D/2 =$ y"`'" y1 c _it;�: x" • top of pipe 6. 77 .•a •• ..e .. 8• 6" bedding stone ft NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with an exterior coating of 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 (4 ft. or less) installations. STANDARD MANHOLE Figure 12 cast iron cleanout cap with brass R plug must be 8' from the top of the screw type adjustable box finished rade 8' square concrete skid pad 20"x 20'x 6- deep OQO VALCO, Inc. --cast iron cleanout cap with brass Fig. No. 71 BOB plug having a countersunk square with lid marked head Panella Model PA4SV-CSK (41 'SEWER' 00 I SDR 21 - cleanout pipe bottom section of box SDR 35 spigot by SDR 21 gasketed SDR 35 bell adapter gasketed bell wye sanitary (see note) SDR 35 gasketed sewer main bell 45' bend SDR 21 ',— 6' stone bedding NOTE: If top of sewer main is greater than 15deep. then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 concrete thrust block I trench width as required 6" dia. schedule pipe filled with and painted 18" dia. concrete encasem 40 concrete yellow I • 1 DETAIL direction of setting to be approved prior to installation IIIII.� IC stone4" stone . be minimum . above top . 400 X ti -------------------- - . .. Swivel .............._= -_- FIRE HYDRANT ASSEMBLY Figure 9 1• • AND 8" VDOT 21-B STONE 1 • I • DENSITY.95% STANDARD PROCTOR TYPICAL COAT & SEAL PAVEMENT DETAIL FOR INTERIOR ROADS & PARKING AREAS • • SCALE CONCRETE I \ CONCRETE DUMPSTER PAD WHEEL PAD 10' 1►T_' / _----10' 6' HIGH SOLID OPAQUE WOOD FENCE WITH DOUBLE SWING GATE (10' WIDE) DUMPSTER PAD DETAIL NOT TO SCALE 710 --� EXIST. MH +-- -i PROP. MH - 710 705 705 - 700 L � � � - � 700 695—� — I �- t + 695 � - — - �— 3.a. 90.65% DR-3 VC F 685ln 00) af a W r 685 o 680 — ; W - `° oLILI o Q + 680 - N 675 — _ cn II w —T — -� -- - Q�t1 I j� 0-0 d — � 1L » H z-� I W — 675 I � � N - ; 8" SANITARY MAIN EXTENSION PROFILE FROM EXIST. MH TO PROP. MH SCALES: HOR. 1" = 40' VER. 1 " = 5' 705 _ — — — EXIT NG G"'� — — — PROOSED —�AIN MIN 36" COVER — — — — — 700 1QC'0tk)1h Of exlst �na 8" Watel main — — _ — — — _ — —+— —� _ ��� �— —+— —� —� 695 rL - — IT — �lI — — ... - ....-.._ ...... ..... ........ _...._..... .... _... _..... ........... _. ._.:-::- - :..�:-..-.-.-.. — — .-- —I — — — — — _ Z 0P0 SDR PYC-. — — — — — - 690 — �— o * x ---- I -T— '—t- m -685 �— -�- — Ld �a�1— I —t 1 --� — i — w I � — °i oo �— f � Z � � V' 0- ,., i 680 _ too ► r— 7 — 00 -m r— — � - r— r---- — -- i 8" WATER MAIN EXTENSION PROFILE STA.' 10+00 thru 18+39.07 SCALES: HOR. 1 " = 40' VER. 1 " = 5' — -----GRADE— "D&- I OP0 SDR 2 PVC I Vg N i(—n •w T+ - — � �� W - _n �L :11 TRIAD ENGINEERING, INC HARRISONBURG VIRGINIA tl r0 \ O N O 1117 N rn c c o 0 o rn o ID 0 o c C o p tl r U O n o C tl a 1 2 N 0 U O y' o o O 0)C C O p U U O O o w Z .0 w c O C 0 J (� a 30 0, w U U tl s M `O S E o o 0. E o t tl o tl a C -0 Y �O c o C w C O C C O Ir o O C a C s tl d E ?° `v w rn j N r7 d ,A K to U 0 O N O O O N U O 31: 0 C 0 O C m � U (n � T Q Q C 1- 1- o p V 0 • w U r, z � J ZQ O F_ w ° ° V to Z Z cD O NN }~ 0 Z ZO` r0 W N rO cn ea �FrWN I E oZoo vzZSi Qtn yr zJ0 Z Jr Woz C LIJI°-0< W Zc� W J Q� Oyu- C,C zw U H > .' = ° OJ ZQ 04 -Z C) y J W z W> >�M � Q I—rr Uwe — aW� N U=O IZ J V 00W(0 c UQzO �id Z NU�; oQ �[ W Zd LLJ Z Zto r ° Z Fu) tY JZ Lu d Of Lu ° Z M O W U Z_ Z af W Z J O U 715 ° ° op D 710 UDENNIE D. DUNLAP III> Lic. No. 035809 Q ti 705 01VAL � ' o LP O PROFESSIONAL SEAL c0 O O N <>J 700 0 -3v. ZQ — o6 O Z Q N N , 0 695 W ' D = WO O 9 O = U J w �Z 690 Q 0 0 �_ ON CJt ar V H D W 685 0CLC J O W L a) a Z (0 680 1--0 � 1= MVEL Q to 00 00 O Drawing00 o Number: 0 O N C 3 a� 0 d W EXIST. SEWER MH RIM=702.24 GLAIZE & BROTHERS INV. IN=692.64 TM 64 ((A)) PCL 80J BLUE RIDGE IND. INV. OUT=692.44 ROPOSED 8 " 13.350 ACRES USE: INDUST. TM 64 ((A)) PCL 80Q SDR 35 PVC KENNETH D. and THERESA KOVACH ZONED: M-1 13.350 ACRES / \ SAN. SEW. TM 64 ((A)) PCL 80S \� � ys`�g�(, USE: INDUST. / (JACK &BORE UNDER 0.85 ACRES F Existing Fire Hydrant TOP FLANGE BOLT ZONED: M-1 / \ RTE. 1000 ) USE: INDUSTRIAL/VACANT x " /Nk OF FIRE HYDRANT �� ZONED: M-1 - - - - -I (1019�J ELEV.=705.48 �p PROPOSED 20' PHASE 2 STA. 13+88.29------- -. -- ---c9RIM 70 . ------ - 691.87 RIM=705.38 INV. IN=693.68 _ »___��__ �__�� �� EX. 8" SAN. SEWER SAN. SEW. EAS MF � ------- --------- _ - 1-8x6rx TEE ----------- INV. IN _ INV. OUT=691.77 INV. OUT=693.58 - - -==a�==��__=��==a��== - -- - _ - - - - - - - - - VNIP•OSTEO-SPEED- UMTT� - - -I `- - - - - - 1-e' GATE VALVE SEC. RTE. 1000 _- ARBOR COURT _ 1-6' FIRE HYDRANT �5 cMp 60� R EX. 8" W/M APPROX. LOCATION _ _ /may w p II 128 Fit" NV - - - -' w w w w w - - - - - - - - - - - - - - - - - - - - -- - - -1-j • IN -VDOT- - �+ -, - - W- - w X. LOCATION) CG-1 1 12 EX. GAS MAIN (APPRO - -� G --- - 8z� MONWEALIH i � O1 PHASE 1 N 64'06'27" E 529.73 ENTRANCE N 60'23'29" F _ Ex. Overhead Electric and OF VIRGINIA. / IR BY J.D.O.T. �j STA. 10+98.00 1-8; 8 x6 TEE M/H \ 75.07' 1-6 GATE VALVE A rox. Loc.) Gas Line ppNz G G 25' D� \ Bell Atlantic Telephone / EX. F.C.S.A x. 6 P astic Shenondoah G D.B. 750 =27) - - - n 7 yrL _ - - EASEMFN� - - - - - 00 00 00 00 00 - - - - - - - W - \ _.. - STA.15+69.28 PHASE 1 II ' I � ' ' 2' 25' ARK NG '� � � \ � 1 - 8' 45 BEND STA 10+43.05 II I I I X I Rt2- UT R U C 0U JOT 2• I I 12,T R1-8'x8'x6' TEE II // - --------------- --�-- ----- �---------------------� \ 1-6'GATE VALVE II � ---- I �-------�r- 24 #5 �\ 1-6' FIRE HYDRANT II I I $�6 \- ASSEMBLY W/BOLLARDS �\ II ,- - 7� - PHASE 1 20 WATER 1.69' T •" �`G .;: T T - T T STA. 10+00 II EASEMENT 120 120' 120' 120, \ 1-8' TAPPING SLEEVE TEL 1 elx a PHASE 1 -- 1 TYPE 'K' #2#3 /MkSE 2 -- 1 TYPE iK' #4#6 /DUISE 3 -- 1 TYPE 'K rFUISE 4 -- 1 TYPE 'K I I \. STA. 1s+19.79 AC VALVE; BY FCSA li CONTRACTOR 0 DOUBLE s PA 'AS. T H ^� "� 2' COPPER WATER SERVICE 1' WATER METER COPPER WATER SERVICE 1' WATER METER COPPER WATER SERVICE 1' WATER METER COPPER WATER SERVICE 1' WATER METER :. I I \ \ 1 - 8' 45 BEND SHOWN IN REVI i 5' RAJNA( \ II APPROVED ETAIPS I EMENT f I I I \ \ f INSTALLED PER VIRGIINARKING \ u I 18' STATE CODE SECTION 36-99.11 1 \ GLAIZE &BROTHERS 1 II I I o 2• TYPICAL OF 8 () I I \ I I I Iv I 1 \ G TM 64 ((A)) PCL 80M it URB \ N WINC. WOOD -WORKING CORP. II I I I UT 24,0M SJT. BUING 24,0 SQJT. BMING 25.068 ACRES X 1 . 4 ((A)) PCL 80D°' USE: INDUST. II ZONED: M -1 I i ; 1 I PHASE ONE �� '. BUILDING PHASE THE PHASE FOUR I ( I 10.92 ACRES B) I I 1 b 4 USE: INDUST. 11 z 1 : I N F.F.= 704.50 PHASE TV0 F.F.= 704.50 F.F.= 704.50 N I I �t Y ZONED: M-1 II �, I ► PROP. NAHEIGHT= 32 FT. M. MI MGAT= 32 FT. PROP. IU HCGM= 32 FT. 24,1 I► m F.F.= 704.50 I I I ►I I I I ; PROP. 1U HEIGHT= 32 FT. I I \ I \- N_> I I 1\ ' I I II ; �, PHASE I Q Q PHASE II Q Q PHASE III Q Q PHASE IVs- _ PHASE 4 II I ~ I ' a STA. � 18+21.07 EX. MANHOLE I I 1-8 x8 x6 TEE 20' WATER 1-8' GATE VALVE RIM=706.00 II I o `GLM 2' - 4 CONCRETE SIDEWALK (2) SCREENED DUMPSTER PADS EASEMENT c> - 1-6' GATE VALVE INV. IN=695.80 INV. OUT=695.70 I I w ' \ I CURB 6' HIGH B TO B FENCE W/ ) I I \I 1�• FIRE HYDRANT 1 ASSEMBLY N/MLkRDS II I c°i� i - - FIRE W BOLLARDSE DOUBLE SWING GATE (10' WIDE) d� = o I . Iw �•`° I o o \ p •`• ` w�,� \ EX. MANHOLE II I - - - I c I�1. LNG LADING o L. -I I I RIM=706.61 n I 1 20' WA ; I \ SrA.1a+39.o7 � INV. IN=695.21 I) LL I 110 1 8 PLUG W/ f INV. OUT=695.01 I j W UST BLOCK - - -� 1 \ THRUST II I`� - - - PROP. SIR. 2 ( I \ 01 TPI Nr O TEE PHASE I II I I Cn I RIM= 700.001 R III WALL 1-8 x6 TAPPING SLEEVE � - - I t I N - - _ _ _ _ \ \ INV.= 697.251 DOCK RAMP 40' (DESIG Y OTHERS) TO MATCHVAI. \ ( ) DOUBLE SEALED PAVEMENT 1-6' FIREEHYDRANi I I i i CG 6R 1 \ \ \ NI ^ TYP. M AS HMAPPROIN PREVIOUSLY I \ \ ASSE1rI8lY W/Bo IMM I \ 1 \ \ N.,( FUTURE FENCE/ o \. o I) 25 DRAT \ z \ 20' DRAINAGE LANDSCAPE SCREEN I �\ \ � EASEM I �w . , . . -2 A © � 4 I I FUTURE FENCE/ �') \� \ , If 1 �\ 11 I I Z ► I 0 LANDSCAPE SCREEN a1 \ �\\ DENNIS HERNDON zl \ \\ 6 HIGH WOODEN \ TM 64 ((A)) PCL 80A 11 11- 5.03 ACRES 11 W Ig o1, . \\ N. PHASE I OPAQUE FENCE /// / VARUI WI USE: INDUST. II I 11� / DRAINAGE ZONED: M-1 �� I I I 1 I S�BP�K Q1 N`--------------------------------------� EE \ \ o C) I 5 R ISOR II I 0 CP \ MMI11I'MU AMESS RAW REQUITED 11 1 �, AS DRECIED BY VDOT MWECIM II I - I -- r 0SCREEN I' II f J IVER EQUIP. \ ��,�� _ �+ p'6AINI► 480.6I \ 64 ((A)) PCL 8OR - II IRF 2.83 ACRES ll USE: INDUST. u 1 01 1 �'• S '54 08 W VI `hIl Ma 1 .2000 5' 12' o � ; E"t oOr,. '!' IRF w w V SITE PLAN Nt1M9ER «sr'o Nam MATCH EXISTING PAVEMENT „� �� ` - LANDSCAPE ANALYSIS ed , v T CG-7 w p � as ex Qj ea L. 1/4 1' MINIMUM. W`A eoo a REQUIRED: 1 SHADE TREE PER EVERY 40' OF EXISTING PAVEMENT ,v ,d .m PARKING LOT PERIMETER. 40 0 40 80 120 _ Site ^` 0 �' 2434'/40' = 61 SHADE TREES REQUIRED 1 I 016� 1 1 /2" SM 12.5 amMR �' M 25.0 ,� ° ,,., 1 SHADE TREE PER 10 PARKING SPACES 4' B " 2 ,,.. AND A MINIMUM OF 5% INTERIOR SPACE. Scale 1 " = 40' ,� ® ` 'N 153 SPACES/10 = 15 SHADE TREES *MATCH EXISTING CROSS SLOPE +aE " +A " S REQUIRED "CONTRACTOR SHALL ENSURE SMOOTH TRANSITION TO ST'D VDOT CG-6 0 M *'� '� 1.40 ACRES X 570 = .07 ACRES INTERIOR WITHIN OFF-STREET PARKING AREA tamLANDSCAPING o ai e a sP. REQUIRED SECTION THRU PROPOSED ENTRANCES '° PROVIDED: 61 SHADE TREES AROUND PARKING LOT - - PERIMETER SYMBOL COMMON NAME SCIENTIFIC NAME SIZE O PLANTING SPACING QUANTITY 15 SHADE TREES IN INTERIOR ISLANDS FLOWERING PEAR PYRUS CALLERYAANA 2" CAL - 6' HIGH 20' ON CENTER 70 09 ACRES OF INTERIOR LANDSCAPING O HETZ JAPANESE HOLLY ILEX CRENATA "HETZI" 48" HIGH AS SHOWN 82 Signature Date Note: Site plan Is valid for five years from approval date. LOT 4- A co G f 0 Z 0 "�8%8%6" TEE 6" G.V. - - - - 1 "' TYTER E 'K' COPP R� WA S ICE / `1- DOMESTIC METER �6" CAP & STUB W/ THRUST BLOCK & MEGALUG 1 !_.I WATERLINE SERVICE CONNECTION (TYPICAL) SCALE: 1'=20' GENERAL NOTES: 1. INFORMATION SHOWN IS BASED ON AN ACTUAL FIELD SURVEY COMPLETED FEBRUARY 2, 1999, BY OTHERS. 2. BOUNDARY INFORMATION SHOWN WAS TAKEN FROM BOUNDARY SURVEY DATED MAY 21, 1998 BY MARSH do LEGGE. 3. BASE SITE PLAN DATA PROVIDED BY GIILBERT W. CLIFFORD do ASSOCIATES. 4. FIRE LANE SIGNAGE AND MARKINGS REQUIRED AT ALL FIRE HYDRANTS. 5. STRUCTURE SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 311. USE GROUP 8 (STORAGE) OF THE BOCA NATIONAL BUILDING CODE/1996. OTHER CODES THAT APPLY ARE CABO A117.1 1992 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. 6. AT A MINIMUM 5'x 5' CONCRETE STOOP TO BE PROVIDED AT ALL EGRESS DOORS. 7. THESE PLANS ARE TO SERVE AS A RECORD OF REVISION TO PREVIOUSLY APPROVED PLANS: TITLE: AIRPORT WAREHOUSING AT ARBOR COURT FINAL SITE PLAN APPROVED BY FREDERICK COUNTY ON 10/20/99 1ST REVISION - SITE PLAN 127-01 (REFERENCE) ENGINEERING FIRM: GILBERT W. CLIFFORD AND ASSOCIATES, INC. ENGINEER OF RECORD: RONALD MISLOWSKY 8. NO STEEP SLOPES, FLOOD PLAINS, WETLANDS, SINKHOLES, WOODLANDS OR OTHER ENVIRONMENTAL FEATURES EXIST ON THIS SITE. 9. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND. 10. DEVELOPER SHALL FILE FORM 7460-1 WITH FFA. 11. NO OUTDOOR TRASH RECEPTACLES PROPOSED. TRASH IS TO BE TAKEN DIRECTLY TO THE FREDERICK COUNTY LANDFILL BY OWNER/OPERATOR. 12. SIGNAGE SHALL CONFORM TO THE FREDERICK COUNTY ZONING CODE, SECTION 165-30, SIGNS. 13. ANY OUTDOOR LIGHTING INSTALLED IS TO BE DIRECTED AWAY FROM ADJOINING PROPERTIES. NO c� y LIGHTING IS PROPOSED. 14. NO OUTDOOR STORAGE PROPOSED. 15. SPECIAL INSPECTIONS SHALL APPLY TO CHAPTER 17 OF THE BOCA NATIONAL BUILDING CODE/1996. 16. MAX. SLOPES ACROSS THE HC PARKING AND UNLOADING SHALL NOT EXCEED 2%. 17. SEWER SHALL HAVE CLEAN OUTS EVERY 100' PER THE [PC AND CROSS CONNECTION WHERE WATER AND SEWER CROSS. 18. PARKING CALCULATIONS ARE BASED ON FUTURE FLEX -TECH DEVELOPMENT OF THE SUBJECT PROPERTY, PER § 165-48.7 OF THE FREDERICK COUNTY ZONING ORDINANCE. THE PRIMARY USE, (WAREHOUSING STORAGE) CONSISTS OF 75% OF THE PROPOSED BUILDING, OR 18,000 SQ. FT. THE SECONDARY USE (BUSINESS) SHALL NOT CONTAIN MORE THAN 25% OF THE PROPOSED BUILDING, OR 6.000 SO. FT. 19. DOCK RAMPS SHOWN AS A CONSTRUCTION ALTERNATIVE, THE NEED FOR WHICH TO BE INDEPENDENTLY DETERMINED FOR EACH BUILDING PHASE RAMP PAVEMENT SECTION TO MATCH EXISTING PARKING AND ROADWAY SECTION (SEE DETAIL., SHEET C-3). 20. LOADING DOCK STRUCTURES SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 312, USE GROUP U (UTILITY AND MISCELLANEOUS) OF THE INTERNATIONAL BUILDING CODE/2006. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION MAY REQUIRED TO BE SEALLED BY A VA. LICENSED DESIGN PROFESSIONAL PLEASE NOTE THE REQUIREMENTS IN CHAPTER 17 SPECIAL INSPECTIONS FOR THIS TYPE STRUCTURE, SOILS, CONCRETE, BOLTS, ETC. 21. ALL CHAPTER 1 VUSBC MIN. INSPECTIONS SWILL BE CONDUCTED BY THE FREDERICK COUNTY INSPECTION STAFF. REQUEST TO UTILIZE A THIRD PARTY INSPECTION AGENCY, THAT COMPLIES WITH THE FREDERICK COUNTY POLICY, SWILL HAVE PRIOR APPROVAL GRANTED BY THE BUILDING CODE OFFICIAL © 22. THE 6' HIGH WOODEN OPAQUE FENCE FOR PHASE III TO BE INSTALLED PER THIS PLAN TO PROVIDE OUTDOOR STORAGE SCREENING. AT THIS TIME, ALL OUTDOOR STORAGE SWILL BE CONTAINED WITHIN THIS FENCED AREA., IF ADDITIONAL OUTDOOR STORAGE AREA IS WARRANTED AT SOME FUTURE TIME. THE FUTURE FENCE/LANDSCAPE SCREEN SHALL BE INSTALLED. THE LANDSCAPE SCREEN ELEMENT WILL CONSIST OF EVERGREEN TREES, WHILE THE FENCE WILL BE A 6' HIGH WOODEN OPAQUE FENCE WITH GATE AND KNOX BOX (OR APPROVED EQUAL) FOR SITE ACCESSIBILITY. FCSA CONSTRUCTION NOTES: 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SWILL COORDINATE WITH. AND ARRANGE FOR INSPECTION BY, THE AUTHORITY., 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE AUTHORTTYS INSPECTION. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE. 1) THEFRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: (1) MAKE APPII"TION FOR THE TAP, (2) PAY DEPOSIT (BEFORE WORK BEGINS); (3) MARK THE LOCATION OF THE TAP; (4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 6. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 7. ALL FIRE UNES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL. MEET ASSE STANDARD NO. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. WINCHESTER REGIONAL AIRPORT NOTES: 1. ALL OUTDi OR LIGHTING TO BE SHIELDED TYPE SUBJECT TO WINCHESTER REGIONAL AIRPORT AUTHORITY APPROVAL 2. OWNER/DEVELOPER TO SUBMIT FEDERAL AVIATION ADMINISTRATION FORM 7460-1 FOR APPROVAL COPY TO BE PROVIDED TO WINCHESTER REGIONAL AIRPORT. 3. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT OF CONTROLLED BURNS 24 HOURS IN ADVANCE. 4. ALL CRANES TO HAVE AVIATION OBSTRUCTION FLAGS AND LIGHTS. CRANES TO BE LOWERED AT NIGHT. 5. OWNER/DEVELOPER TO NOTIFY WINCHESTER REGIONAL AIRPORT 24 HOURS PRIOR TO BEGINNING CONSTRUCTION. �L:11 TRWD ENGINEERING. INC www.triodena.com 0 0 O Nwo-dow � O om O O o - o % a e C " a O cn E b � � Y, o C c p p n C O ° O U - C O C ,O J 3 0 ° e 10"° o 0.'o E o 0 t, c 'a Y " a ° r o o w w ca ." b ` O O, '0 0 " t` 8 o° W ,n a r► o! C9 L0 0 0 I N 0 r- 0 N 0 0 N U o 0 C 0 � I U r � _ all o o c a a c o a o, it v3 p Yi p U O cn ° ` U z W J W Z Q w ° ° 3: zg NN Woj.F- z z (o^ ZW, O mi r D e NCrt0 I o w cn as >N o'O' � U) z W pZLO � zg0 QLLJ W o>`` j ° O Z Q oQ Z wU� W> e �0_') QW QF� Uuia L F"p)Lo= I UO LL J� 0W Qp to z C14 0 o J I Q W ZO WUO o z a ,L °zg� •a _ Q W W (L 0 o°� W 111LLI U C) Z W z O U U ° ° OFF,. UDENNIE D. DUNLAP II SITE STATISTICS Idc. No. 035809 PROJECT SUMMARY: t� I l s % a 8' MAGISTERIAL DISTRICT .............................. SHAWNEE ONAL � ti .......................... TAX IDENTIFICATION NUMBER............................................64-A-M TOTAL PARCEL AREA................................................7.8880 ACRES CURRENT ZONING U-1 PROFESSIONAL SEAL .................. ADDRESS..................321 ARBOR COURT, WINCHESTER, VA 22602 CURRENT USE.............................................UNDERCONSTRUCTION PROPOSED USE.........................................................WAREHOUSING EXISTING LOT AREA...................................................7.8880 ACRES DEVELOPED LOT AREA ............................................... ...7.5 ACRES DED Z FRONT (CORNERSIDE) 75' 7ED 75.00'&93.00 SIDE 25 69.14' (n REAR 25' 149.77' MAXIMUM M-1 BUILDING HEIGHT-. 60' O OWNER DEVELOPER: PROPOSED FLOOR AREA - W V MR. HARRY HILL PHASE ONE...................................................24,000 SQ. FT. PHASE TWO....................................................24,000 SO. FT. 201 MOUNTAIN ROAD PHASE THREE................................................24,000 SQ. FT. Q FRONT ROYAL, VA 22630 636-6576 PHASE FOUR..................................................24,000 SQ. FT. PH: (540) TOTAL BUILDING..............................................96,000 SO. FT. m EMPLOYEE PARKING EXISTING TOTAL LOT AREA.......................................7.8880 ACRES LOT AREA DISTURBED................................................1.50 ACRES PARKING REWRED (PER PHASE): FAR. ALLOWED.................................................................1.0 Q - PER 250 SO, 6000 SO. =4 SPACES FAR. PROVIDED................................................................0.279 FT. = 24,T,M CL Q -OFFICE- 0 EQ x MAXIMUM BUILDING HEIGHT 60' -TOTAL SPACES REQUIRED FOR EACH PHASE = 28 I,,PROPOSED BUILDING HEIGHT..............................................32' Q TOTAL ,_ TOTAL REQUIRED PROVIDED " TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED p TOTAL STANDARD SPACES- DMM (FOR ALL 4 PHASES = 145 ICAP SPA�CES TOTAL HAND�PROVIDED, (FOR ALL 4 PHASE Z 15 0. W I. 0 W W W W AL EMPLOYEE SPACfs. - DR ALL 4 PHASEs= 153 Drawing LOADING SPACES Number: = C-1 Q 0 M a as co 0 0 CV GLAIZE & BROTHERS TM 64 ((A)) PCL 80J 13.350 ACRES USE: INDUST. ZONED: M-1 \ j BENCHMARK Ff Existingdire Hydrant ! TOP FLANGE � i y of OF FIRE HYC - x ----- X-- -----I \�v(�o19� / ELEV.=705.4 RIM=705.38 _� F INV. IN=693.68 INV. OUT=693.58 _ - Ex. Overhead Electric and Bell Atlantic Telephone GLAIZE & BROTHERS TM 64 ((A)) PCL 80M 5.068 ACRES USE: INDUST. ZONED: M-1 EX. MANHOLE J RIM=706.00 I INV. IN=695.80 I W 'I 3 INV. OUT=695.70 w \ I►OL JIQ � I EX. MANHOLE RIM=706.61 INV. IN=695.21 INV. OUT=695.01 DENNIS HERNDON TM 64 ((A)) PCL 80A 5.03 ACRES USE: INDUST. ZONED: M-1 E&S LEGEND IZ� I1 Iv II II I I I I I II II I I J l is �1 / � III I II I � \ I II 1 I i II II II Ii , I I i I V I N0. TITLE KEY SYMBOL TEMPORARY STOW [a02] ENTRANCE CE STORMINLET PROTECTION DRAM I P _---�- J.3tf SOIL STABILaATION BLANKETS & ►NTTNNG CRAG �.� 2.83 ACRES USE: INDUST. ZONED: M-1 0 40 80 Scale 1 40' 120 BLUE RIDGE IND. TM 64 ((A)) PCL 800 13.350 ACRES USE: INDUST. EXIST. SEWER MH RIM=702.24 INV. IN=692.64 INV. OUT=692.44 1( k\\\ KENNETH D. and THERESA KOVACH TM 64 ((A)) PCL 80S \\� 0.85 ACRES USE: INDUSTRIAL/VACANT ZONED: M-1 702------- �__---700---- -------------- ----------- - - - - --- TPR6IADE EC 1 w EX. C PAN. LOCATION) CLASS Al RIP RAP La= 4' W= 6' 1�►il�llli��i;i!1:�►1i►1�1��1i1f.'�►i�:11;i►i N /F DEARING BEVERAGE TM 64 ((A)) PCL 80E 5.02 ACRES USE: INDUST. ZONED: M-1 _= G G 0 SANITARY SEWER SCHEDULE SIZE LENGTH SLOPE FROM TO TYPE (in.) (ft.) M EXIST M/H M/H #1 PVC" SDR 35 8 70.74 0.65 M/H #1 C/0 #1 PVC SDR 21 4" 85.00 3.06 C/O #1 C/O #2 PVC SDR 21 4" 56.47 3.06 M/H #1 C/O #3 PVC SDR 21 4" 65.44 6.62 M/H #1 C/O #4 PVC SDR 21 4" 65.36 6.62 M/H #1 C/O #5 PVC SDR 21 4" 85.00 3.08 C/O #5 C/O #6 PVC SDR 21 4" 55.50 3.08 WINC. WOOD -WORKING CORP. TM 64 ((A)) PCL 80D 10.92 ACRES USE: INDUST. ZONED: M-1 Property Line 3 Evergreen Plants per 10 linear feet, 4' tall Installed, at least 6 tall at maturity, 10' min. width, spaced 10' on centers NOTES: 1. All proposed planting species shall conform to Section 165-36B of the Frederick County code. 2. If fencing is substituted for landscaping (fencing will be required across paved areas), fencing shall consist of a 6' high wooden board -on -board fence. FUTURE LANDSCAPE/FENCE SCREEN NOT TO SCALE SANITARY MANHOLE SCHEDULE M/H # M/H TYPE TOP INVERT EXIST. M/H STANDARD 702.24 692.64 in) 692.44 out) M/H #1 STANDARD 703.00 693.67 (4") 693.00 8" C/0 #1 STANDARD 703.68 696.27 C/O #2 STANDARD 704.45 698.00 C/O #3 STANDARD 704.45 698.00 C/O #4 STANDARD 704.45 698.00 C/O #5 STANDARD 703.68 696.29 C/O #6 STANDARD 704.45 698.00 STORM SEWER SCHEDULE FROM TO TYPE �yn L (ft �H SL%) F.E.S. #1 STR #1 CUP 18" 50.00 0.50 F.E.S. 12 STR #2 CL N 18 " 190.00 0.70 STR J2 F.E.S. I3 �� P/ 15 " 117.00 1.50 F.E.S. #4 F.E.S. #5 cCPi 15- 65.00 1.00 NOTES: 1. REFER TO APPROVED SITE PLAN BY G.W. CLIFFORD & ASSOCIATES, DATED 02/24/99, AND APPROVED ON 10/20/99 (SITE PLAN #15-99) FOR STORM -WATER MANAGEMENT BASIN, UTILITY, AND PAVEMENT DETAILS 2. REFER TO APPROVED SITE PLAN BY G.W. CLIFFORD & ASSOCIATES (SEE NOTE #1 ABOVE) FOR EROSION AND SEDIMENT CONTROL NARRATIVE AND STANDARDS. OWNER / DEVELOPER: MR. HARRY HILL 201 MOUNTAIN ROAD FRONT ROYAL, VA 22630 PH: (540) 636-6576 CHANNEL INSTALLATION C:\ENG\CHANNEL.DWG NOTE HORIZONTAL STAPLE SPACNG SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. e CRT ICAL PANTS A. OVERLAPS AND SEAL& B. PROJECTED WATER LAVE C. CHANMNEL BOTTOM/SIDE SLOPE VERTICES 4 7 1. PREPARE SOIL BEFORE NbTALLM BLANKETS. IRCLUDMNG APPLICATION OF LSE. FERTTLRER. MD SEED. 2. BECMN AT THE TOP OF THE C NOEL BY ANCHORING THE BLANKET IN A a' DEEP X r WOE TRENCH. BACKFU AND COMPACT THE TRENCH AFTER STAPLNNC.. 3 ROLL CURTER BLANKET N DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL 4. PLACE BLMIKEiS ETD OVER EN) (SIMCLE �WRH A d' OVERLAP. USE A DOUBLE ROW OF' STAGGERED STAPLES 4' MART TO SECURE a FULL LENGTH EDGE OF BLANKETS AT TOP OF sDE SLOPES MLLsr BE ANCHGRED N tr DEEP X tr WIDE TRENCH. BACKML AHD COMPACT THE TRENCH AFTER STAPLING. & BLANKETS ON SLOE SLOPES MUST BE OVERLAPPED 4' OVER THE CENTER BLAMTT AM STAPLED (2' FOR CaeO MATTING). 7. N HIGH FLOW CANNEL APPLICATORS, A STAPLE CHECK SLAT IS RE001AEENTIM AT JO TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4' APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A In SECOND ROW 4' BELOW THE FIRST ROW N A STAGGERED PATTERN. B. THE TEM04AL DO OF THE BLA MKE7S MUST BE N CHIORED N A d' DEEP X B' WOE TREN(>L BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NORTH A M E R I C A N 14640 NGHWAY 41 NORTH, EVNNsvILLE. INOUMN 47711 GREEN USA 1_800-72 7_2W CANADA 1_MG-44a-2040 L TRIAD ENGINEERING. INC. www.triodena.com �I�INIml�lo0 P ° o R o a v E E aa ° m v a O C C - p U C ° t O O v S o ° 9 CL C t � i v a o u a w � h c o .oCL o wo E Fa t „ O a D O 'D Y O c c v ° � o � 9 c 'n I< S 'E o WO w to to 0 0 I N O O � 0 I I CV U f` 0 0 c I 0 0 1 U II r- '- 0 v= o c o v o 0 0 U 7) In � T 0 v o c 0 a 2, 30 0 U 0 p U O (n O w z C)v J Z J 0) Qi O Q O LL /,R`_ � N Z � Z O Z O V N H �nKA 5zw;Z of O�m�zi n �>>CNVpI o 00 o�c U ' pZ zwgz o �W Q 0 U_ o zw U ° oQ % W(- O` OUwU-GL n�m J>ZHQ -0LLJ(0c ZNU�; Kap>E O� Ed �w W wC. Z aW (7 to at5 _ o Z(~i) a.z I- O z o U) Uj U W ccW Z O j U U 0 6�LTH of UDENNIE D. DUNLAP III Lic. No. 035809 1 �`SIONAL E�� PROFESSIONAL SEAL V Z O 0 = V W IX Q0 m �a 0 CL Q n Lr Drawing Number: C-2 rn M M 00 O O N r. METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 3/4" 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 1' 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (fop Lid) Traffic MC-30 (Frame) WITH RML-12-T (fop Lid) treated 2'x 4"with top 6' painted blue meter cover set 2" above fin. grade prior varies as required to sodding 18" corporation stop 3" stone bedding 18" 21" meter by F.C.S.A. 1 surrounding box meter box angle check valve 1. 36 min. with drain valve 4 8" min. ankle yoke ball valve �J type K copper 1. tubing, continuous w thout joirrts from main to meter 2 ft. water main 6' stone bedding METER SETTING PARTS line size meter size yoke angle yoke ball valve angle check valve expansion wheel V 5/8"x3/4" Y502 BA94-224W HHCA91-323-TV & C8434 EC-23 1" 3/4" Y503 BA91-323W & C84-34 HHCA91-323-TV & C84-34 EC-23 1" 1' Y504 BA94-444W HHCA94A44-TV ECG curb & gutter Street 3' o M 1 v to back of 1 INSTALLATION NOTES: sidewalk 1. Exact location of meter box assembly ' to be approved prior to installation. 2. Water service crossing street shall be encased in 3' dia. SCH40 PVC or M a m SDR21 piping. The piping shall run from one toot beyond sidewalk, across the It street, to one foot beyond sidewalk. 1X 1- TEE (T444 344) DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 square skid pad 6" thic 19 bW ''" joint sealan top of manhole at grade in pavement areas unless otherwise directed 1_ tt r(top shall be set 24" min. above grade in easement areas) t concrete anchor bolts (4 each) adjustment rings (I V max) concrete ASTTAC-150 4000 psi coating , 11waterproof 2" or 16' (typ ) CS-55 by Conseal 1" nominal size RV 30 butyl joint sealant applied between joints and on — exterior side of joints joints are to be sealed with "0" ring gasket variable — 4' 0" L D. — pipe to manhole 5� connection to be A by Flexible sleeve invert channel to provide a 3'-0" min. smooth transition in to out, 4'-0" max. for all connections 2'-0' max. ,l`. . estop of bench -wall recast invert or rout P 9 f ;�' �.1.= :; c .� ' _... �; ?. " same elev. as bottom to form channel :� �,� D/2 c , ,' top of pipe ,. -• A. • - Id 6" bedding stone NOTES : 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with an exterior coating of 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 (4 ft. or less) installations. STANDARD MANHOLE Figure 12 cast iron cleanout cap with brass R plug must be 8' from the top of the screw type adjustable box finished grade 8' square concrete skid pad 20'x 20•x 6' deep VALCO, Inc. --cast iron cleanout cap with brass Fig. No. 71 BOB plug having a countersunk square whead Panella Model PA4SV-CSK (41 SE �V ith lid marked Iw,CUI(N,151vW, WER' 000 I SDR 21 - deanout pipe bottom section of box SDR 35 spigot by SDR 21 gasketed SDR 35 bell adapter gasketed bell wye sanitary (see note) SDR 35 gasketed sewer main SDR 21_ bell 45' bend \ ',-6' stone bedding NOTE If top of sewer main is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 concrete thrust block 6• dia. schedule 40 steel pipe filled with concrete and painted yellow 18" dia. concrete — encasement r°C 1 3' BOLLARD DETAIL direction of setting to be approved prior to installation concrete pad V-6" sq. x 6" deep screw type adjustablie valve box I 1_> . -- locator marker mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 • • • ,IM IM SWING GATE (10• WIDE) DUMPSTER PAD DETAIL NOT TO SCALE 710 i- Q PROP. MH _ 710 + 705 705 700 � � � � - � 700 695 - I +I 695 - r— — — — _71&. VC r .65% DR_ 3 685 685 o W 680 N o o + 680 a--�- f— 675 ZO U) II 9-25 LJJ Co —T Zr -- Jl_ I Q-1J I 00 d cD— ¢ia> Z — 675 N 8" SANITARY MAIN EXTENSION PROFILE FROM EXIST., MH TO PROP. MH SCALES: HOR. 1" = 40' VER. 1" = 5' EXI��NG GR►DE — PROOSED —�AIN— —�— _ — MIN6" �— � � � � � � � —EXI�NG— —GR11 ADE ED OS 705 COVER 700 existina 8" W atel main :.:..:::.:.:.— — — — — — �— — — --{ �— `�—_ + I-- --I ......................... SM MVM _.__.........._...._........ _.._ MR ........ _.................... _.._.. .. _.........::::.� ... ............ Sri.'srr::::::::: —i�rc ....... ...�.:..:...:...:.:. :..: — — — �-- — — — --�- — — — — — — — — — — — — — — — — . ...... ..... :. ... Opp .:...... .. .:. '.:.... SDR 2 pNC.... .. .._ gIE N� 695 — — — — — — —UJ — —7— —7 �— 69 O Lu > F w � Q I— �—� H �N H g w —tp F Z < Q= F— ( t2_D x x -� I — U'-m �C685 �—I �— �� I� I 0 I �t �1 f 01 t� �`1�� 680 - -� —� F_ �- � �' - te r-- 00 a, - -T- —� F_ � 0) 1 r— -1- I �, - 0i - r, 8" WATER MAIN EXTENSION PROFILE STA• 10+00 thru 18+39.07 SCALES: HOR. 1 " = 40' VER. 1 " = 5' �L:11 TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA o 0 0 \ \ 0 ID O N O N O O O O\i M m 0 O \ rn c `c o 0 c 0 C n 0, 0 O o O C o 0 0 rn o C 0 E 0 a 0 V 0 O O 0 n (%I O a E o -0 -5 0 c c ° 0 g u v O to z : o O 3 C 0 0 JO c J w o o o a p o o 0 n E t ti 0 C 0 Y o 0- 0 n 0 c v O c O o c 0 0 0 0 (` c o E o 0 v w rn j N 17 d 1A K L0 C � LO Q O I N � O 04 O O N I V I n O C 3 0)6 O C I -C O o C v v 0 ° 0 U (n Qa�i Q C o Q, 3° p v O p� U 0 0 � z �j J W J C Z Q O _ ° 0 w '�'[_0 (D 2(_9 O Z O Z I'_ V N N � } ~ � z pl c0 1 >>w Z � f— O D W t0 N to >- cn of oe Z �Nol U 0 00 Wo zz WoZ� c' ZJO Z� Z0 w O�Orn= W0��° ZW Za oQ uJ Q QO o LLJM W J W Z > Q �FWn- Q% Ci I t x O ; ZUF-- W�jW, O O W C Z N r (n ; U Q O J m FW W () I W z � O Q od L. LLJ otf 0 Z = g H w Q d rn c7Lki Z 0O F v Z Z U) Z J O > U U 0 715 0 710 0 L)� v DENNIE D. DUNLAP III a Lic. No. 035809 705 �sjoNAL PROFESSIONAL SEAL 700 0 (n J ZCOINED 695 = O � W cn W � = U W J Z 690 Q M 3 m LL. O O CLV Q M 685 O CL Q W J_ (n 680 Q Z ~ O � V Drawing Number: C-3 1= 0 CL Q 00 00 O 0 00 O O N U a� 0 d U) 2008