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HomeMy WebLinkAbout49-02 Allied Systems Corp. Parking Lot - Shawnee - BackfileDAI(\ \\1 �l�Y � A�� r�1� �`LJ �l�Y �A�l�Y � I fmpm OWNER ALLIED SYSTEMS CORPORATION PARCEL IDENTIFICATION NO. TM 80-(A), PARCEL 80F LOT AREA 5.02 AC DISTURBED AREA : 2.0 AC CURRENT ZONING M1 CURRENT USE MANUFACTURING PROPOSED USE MANUFACTURING BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 35' BUILDING SETBACKS: REQUIRED: FRONT: 75' SIDE: 25' REAR: 25' PROPOSED: FRONT: 266.5' SIDE: 75' REAR: 25' F.A.R. CALCULATIONS MAXIMUM ALLOWED = 1.0 OR 218,596 SF LOT AREA = 218,596 SF EXISTING BLDG. = 24,679 SF PROP. BLDG. # 1 = 6,000 SF PROP. BLDG. #2 = 800 SF 31,479 S.F. / 218,596 = 0.144 F.A.R. PARKING CALCULATIONS REQUIRED PARKING: MANUFACTURING = 3 SPACES/4 EMPLOYEES 60EMPLOYEES(3SPACES/4EMPLOYEES)=45 SPACES 45 SPACES REQUIRED PARKING PROVIDED: 70 SPACES HANDICAP SPACES, REQUIRED: 3 HANDICAP SPACES PROVIDED = 4 LOADING REQUIRED: 1 LOADING PROVIDED: 1 mom A D SYS r- 11 --V- ' LS SHAWNEE MAGISTERIAL DISTRICT 1VRC-� COU-N�'Y , F:77 CITY OF WINCHESTER c, � Rts, • s?2 SO Qd m� G SUIPhur o i BM 733 Q Rf. Low QEast Side MMP SIB i6 1 a SITE 81A it 80K 81 �o 80 �G 80J 80D 80H � Winchester 801 Airport 80M 80E 00 80A 4 s BM 712 1 2 n 1 A o R� a Q �G7 QSNWMXK °d' ' 'A YTS` Park ON Wommw N RESPONSIBLE LAND DISTURBER: NAME: CER11F1CA11ON NUMBER: EXPIRATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARR'r1NG OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THESE PLANS VIC INITY MAP SCALE : 1" = 1,000' OWNERZDEVELOPER ALLIED SYSTEMS CORPORATION C/O ROBERT FROGALE 1936 MILLWOOD PIKE WINCHESTER, VA 22602 (540) 665-9600 SHEET INDEX 1. COVER SHEET 2. LEGEND, NOTES AND ABBREVIATIONS 3. SITE/GRADING PLAN 4. EROSION & SEDIM.ENT CONTROL PLAN 5. EROSION & SEDIMENT CONTROL NARRATIVE AND DETAILS 6. LANDSCAPE PLAN 7. LANDSCAPE NOT1y AND DETAILS 8. DETAILS Fi `SITE PLAN APPROVAL BLOCK FREDERICK COUNTY ZONING ADMINISTRATOR: 4U IIJW-ra 0-712 DATE SITE PLAN VAUD FOR FIVE (5) YEARS FROM DATE OF APPROVAL. F.C.S.A. APPROVAL VAUD FOR TWO (2) YEARS FROM DATE OF APPROVAL NOTICE REQUIRED CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. NAMES AND TELEPHONE NUMBERS OF THE OPERATORS OF UNDERGROUND UTILITY LINES APPEAR BELOW. THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITION. CALL MISS UTILITY 800-257-777 WATER/SEWER: FREDERICK COUNTY SANITA-90N AUTHORITY P.O. BOX 1877 WINCHESTER, VA 22604 540-868-1061 PHONE: VERIZON P.O. BOX 17398 BALTIMORE, MD 21297 410-954-6282 POWER: ALEGHENY POWER P.O. BOX 1458 HAGERSTOWN, MD 21741 1-800-654-3317 GAS: r ' SHENANDOAH GAS CO. P.O. BOX 2400 WINCHESTER, VA 22604 H. 540-869-1111 �'4: buxesidpL'icy Reviewer: Tim Date,Approve& 6 L4 3 � 0 Fil .6 � J J E d n _ Z3 O U 2 o co �, 0 C3` N 0) CA in 2' O N 8 � (n N 0 U 00 m 0 E E w c o 0 = � .c L m m�- a, ti 3 W > H 0 z )—� � 0 O Q U W w U) CnLLJ V 1 � � U CD r , a elf Ell o J Q LLJ V) Q W W olp AUS S. BADER No. 257 4 `SIGNAL PLAN STATUS Ot 27 03 PER COMMENTS 03 26 03 REVISED PER COMMENTS OR/26/03 FOR SIGNATURE DATE I DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE H: AS SHOWN V: JOB No- 1934-01-001 DATE NOV.,2002 FILE No.1934— SHEET 1 OF 8 Lei LEGEND ABBREVIATIONS NOTES EXISTING DESCRIPTION PROPOSED AGG AGGREGATE MECH MECHANICAL AHD AHEAD MH MANHOLE GENERAL NOTES: F.C.S.A. NOTES: VDOT NOTES: A AREA MI MILE 1. THE PROPERTY SHOWN HEREIN IS IDENTIFIED AS TAX MAP 64-(A)-80F 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN V1 All work on this project shall conform to the latest editions of the Virginia AC ACRE MS MEDIAN STRIP ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY Department of Transportation (VDOT) Road and Bridge Specifications and INDEX CONTOUR -35 ARCH ARCHITECTURAL MSL MEAN SEA LEVEL 2. THE PROPERTY IS CURRENTLY ZONED M1 MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION Standards, The Virginia Erosion and Sediment Control Regulations and any " v INTERMEDIATE CONTOUR 33 ASPH ASPHALT MAX MAXIMUM AUTHORITY. other state, federal or local regulations applicable. In the event of conflict PROP. E/P ADJ ADJACENT MIN MINIMUM 3. NO TITLE REPORT FURNISHED between any of these standards, specifications or plans, the most stringent - -- EX./P -- EDGE OF PAVEMENT 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR shall govern. a, CG-6 APPROX APPROXIMATE MISC MISCELLANEOUS 4. BOUNDARY IS PER RECORD INFORMATION INSPECTION BY THE AUTHORITY. ;FM ` CURB AND GUTTER V2. All construction shall comply with the latest U. S. Department of Labor CG 6 BM BENCHMARK NA NORTH BOUND LANE 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE Occupational Safety TRANSITION FROM CG-6 TO CG-6R 5. TOPOGRAPHIC INFORMATION SHOWN HERON IS THE RESULT OF FIELD RUN P Y and Health Administration and VOSH Rules and =� 4---•��� �• BRG BEARING NA NOT APPLICABLE ' Regulations. BOC BACK OF CURB N/F NOW OR (FORMERLY SURVEY BY PHR&A AND BOWMAN CONSULTING COORDINATED WITH THE AUTHORITY'S INSPECTOR. 9 PROJECT LIMIT PROPERTY LINE BF BASEMENT FLOOR NFA NET FLOOR AREA DEPARTING PROPERTY LINE 6. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS V3. When working on VDOT right-of-way, all traffic control, whether permanent ------ ----- -- ----- ---- BLDG BUILDING STANDARDS AND SPECIFICATIONS OF VDOT AND FREDERICK COUNTY. RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" or temporary, shall be in accordance with the current edition of VDOT's M.-....____._..._.._.._...__._...�_-_._...__.__. _.w....-_ PROPERTY LINE BOV BLOW OFF VALVE OC ON CENTER IN SIZE. BEFORE A PERMANENT METER IS SET THEY REQUIRE: 1) work area protection manual. Furthermore, all traffic control flaggers must be BRL BUILDING RESTRICTION LINE OD OUTSIDE DIAMETER certified in accordance with the latest edition of the VDOT Road and Bridge 7. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-257- THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER RIGHT-OF-WAY BW BOTTOM OF WALL OHE OVERHEAD ELECTRIC 7777, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, BK BACK OF CURB OH OVERHEAD Specifications, Section 104.04-C. BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE CENTERLINE REVIEW CURRANT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF V4. The developer p p y OHT OVERHEAD TELEPHONE AVAILABLE TO INSURE THE EXACT HORIZONTAL AND VERTICAL THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES p shall be responsible l for :relocation, s his tr expense, an and all = utilities, including traffic signal poles, unction boxes, controllers, etc. owned ---- - - - -- - --- -- - - FLOOD PLAIN CB CATCH BASIN OHC OVERHEAD CABLE LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN by VDOT or private utility company. It J is the sole responsibility of the .y�.nArw�,� CIP CAST IRON PIPE OBJ OBJECT CONTRACTOR SHALL NOTIFY BOWMAN CONSULTING GROUP, LTD. OF ANY CLEARING AND GRADING CL CENTERLINE POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. PROPER WORKING ORDER. IT IS THE DEVELOPER'S/ CONTRACTOR'S developer to locate and identify utility facilities or items, which may be in _.... __-. __......_._____.._.._....._.......__..._..._..___._._..-_. _. TREE LINE CI CENTERLINE PL PROPERTY LINE RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY conflict with the proposed construction activity. VDOT approval of these CLR CLEAR II! PROPERTY LINE 8. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE INSTALLED CORRECTLY. plans does not relieve the developer of this responsibility.0 STREAM CMP CORRUGATED METAL PIPE PVI POINT OF VERTICAL INTER. ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING V5. Design features relating to field construction, regulations, and control or OVERLAND RELIEF PATHWAY CO CLEAN OUT PVC POINT OF VERTICAL CURVE EXTENT OF THE WORK REQUIRED TO MAKE THE PROPOSED WORK LINES: safety of traffic may be subject to change as deemed necessary by VDOT. CONC CONCRETE PVT POINT OF VERTICAL TANGENT CONFORM TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR any additional expense incurred as a result of any field revision will be the FENCE LINE CTR CENTERLINE PVMT PAVEMENT SHALL SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF THE A. THE LOCATION OF THE SERVICE LATERAL IS TO BE responsibility of the developer. EASEMENT CF CUBIC FEET PC POINT OF CURVATURE WORK, CONDITIONS, AND CONFORMATION AND CONDITION OF EXISTING COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN 8"IP W/L CY CUBIC YARD PT POINT OF TANGENCY GROUND SURFACE AND THE CHARACTER OF THE EQUIPMENT AND FACILITIES APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE V6. Prior to initiation of work, the contractor shall be responsible for acquiring all - - - - -T --- - WATER LINE "PVC SAN. CFS CUBIC FEET PER SECOND PCC POINT OF COMPOUND CURVES NEEDED PRIOR TO AND DURING PROSECUTION OF THE WORK. THE WORK WILL BEGIN, necessary by VDOT land use permits for any work on VDOT right-of-way. ` ` >�r `" CM CUBIC METERS PG PAGE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER QUANTITYCX -.M ..- SANITARY SEWER J E 18 RCP S.D. CMS CUBIC METERS PER SECOND PROP PROPOSED AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR OBSTACLES " V7. If required by the local VDOT Residency Office, a pre -construction o. o STORM DRAIN B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8 , : o 0 P CBR CALIFORNIA BEARING RATIO PGL POINT OF GRADE LINE TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES " " conference must be arranged and held by engineer and/or developer with the 2 N o 3/4 AND 1 WATER SERVICES. 0 �, CD C RUNOFF COEFFICIENT PRC POINT OF REVERSE CURVES BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BOUGHT TO attendance of the contractor, various County agencies, utility companies and o m o - f --- ---` - ---- -- - ELECTRIC SERVICE THE OWNER'S ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE " �, VDOT prior to initiation of work. y _= & C) ' 5 CN RUNOFF CURVE NUMBER PRELIM PRELIMINARY C. FOR ALL 11/2 AND 2 WATER SERVICES THE AUTHORITY -� co c� $ c CAN CABLE TELEVISION P&P PLAN AND PROFILE OF THE WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY W N o - - - - ----- ---- - TELEPHONE SERVICE WORK. SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. V8. The contractor shall notify the local VDOT Residency Office when work is to oo Co � cc C&G CURB AND GUTTER THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT begin or cease for any undetermined length of time. VDOT will also require N v n, c5 3 Ca GAS LINE CH CHORD Q FLOW RATE ASSEMBLY. THE AUTHORITY WILL INSTALL THE ASSEMBLY. W m as m 9. THE DESIGN, CONSTRUCTION, FIELD PRACTICES, AND METHODS 48 hours notice for any inspection. E w o SPOT ELEVATION +00- CHBRG CHORD BEARING o m SHALL CONFORM TO THE REQUIREMENTS OF THE VIRGINIA RGP ROUGH GRADING PLAN D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. V9. The contractor will be responsible for maintaining adequate access to the r ii UTILITY PALE DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY, VIRGINIA. DS DOWN SPOUT R RADIUS project from the adjacent public roadway through construction and - SIGN �-o- -a- FAILURE TO COMPLY WITH THESE REQUIREMENTS AND APPROVED PLANS DL DOMESTIC LINE RD ROOF DRAIN 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION maintenance of a construction entrance in accordance with the Virginia T y DA DRAINAGE AREA REINF REINFORCED THE PROVISIONS OF THE CONSTRUCTION AND ESCROW AGREEMENTS, OF A NEW LINE: Erosion and Sediment Control Handbook. Section 3.02. Furthermore, access to OR THE PERMIT SHALL BE DEEMED A VIOLATION. 1 D DEPTH REQD REQUIRED other properties affected by this project shall be maintained through ` = -` SANITARY SEWER IDENTIFIER B A. THE AUTHORITY SHALL FURNISH ALL MATERIALS AND LABOR construction. The Developer shall have, within the limits of the project, an ` '' " f' Y ` DB DEED BOOK RR RAILROAD P P j „ ee 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF- TO MAKE THE TAP, employee certified b the Department of Conservation and Recreation in DIP DUCTILE IRON PIPE R/W RIGHT OF WAY P Y Y P STORM DRAIN IDENTIFIER 2 WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE Erosion and Sediment Control who shall ins ect erosion and siltation control Q 0 2 DWG DRAWING RET RETAINING p RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUBBASE B. THE DEVELOPER/CONTRACTOR MUST; 1) MAKE APPLICATION devices and measures for proper installation and deficiencies immediately z - DI DROP INLET REV REVISION MATERIAL. FOR THE TAP 2 PAY DEPOSIT BEFORE WORK BEGINS 3 MARK after each rainfall at least daily during prolonged rainfall and weekly when t: EASEMENT IDENTIFIER E D/W DRIVEWAY ) ()° ) no rainfall, event occurs. CD DIST DISTANCE SCH SCHEDULE THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE _ 11. LAND CONSERVATION NOTES- MEASURES TO CONTROL EROSION WORK IS COMPLETED. W > WATER METER ® DRN DRAINAGE AREA S/W SIDEWALK AND SILTATION SHALL BE PROVIDED PURSUANT TO AND IN V10. Contractor shall ensure adequate drainage is achieved and maintained on the SF SQUARE FEET COMPLIANCE WITH CURRENT STATE AND LOCAL REGULATIONS. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING site during and at the end of construction. SY SQUARE YARD FIRE HYDRANT �.+.--�- EA EACH HOWEVER, THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE MANHOLE BY CORE DRILLING THE MANHOLE. EL ELEVATION STD STANDARD THE DEVELOPER OR HIS AGENT OF ANY LEGAL. RESPONSIBILITIES V11. All water and sewer lines within existing or proposed VDOT right-of-way are ELEV ELEVATION STIR STRUCTURE WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY to have minimum 36" cover and when possible shall be installed under Z F-1 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR � O STREET LIGHT ® •-® ELEC ELECTRIC SAN SANITARY ORDINANCE ENACTED BY FREDERICK COUNTY. RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. roadway drainage facilities at conflict points. 0 a U ENGR ENGINEER SEW SEWER THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A Q t 4 EP EDGE OF PAVEMENT SBL SOUTH BOUND LANE 12. EROSION AND SILTATION CONTROL SHALL BE PROVIDED WHERE REMOTE READOUT IS REQUIRED. V12. Any unusual subsurface conditions encountered during the course of � Q � VEHICLES PER DAY VPD EQUIP EQUIPMENT STM STORM NECESSARY PRIOR TO CLEARING, GRADING AND CONSTRUCTION. cons : uction shall be immediately brought to the attention of the engineer and W _ 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE VDOT. Work shall cease in that vicinity until an adequate design can be � ESMT EASEMENT SD SIGHT DISTANCE Y q 9 Tp 13. NO BLASTING SHALL BE PERMITTED WITHIN 25 OF EXISTING determined by the engineer and approved by VDOT. m Q E RATE OF SUPER ELEVATION SEC SECTION BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS LLJ TEST PIT LOCATION ® UTILITIES LINE OR STRUCTURES. BLASTING TO BE EXTENDED TO 25 m ES END SECTION SPEC SPECIFICATIONS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 Q Of EW END WALL BEYOND PROPOSED STRUCTURES IF CONDITIONS WARRANT FUTURE OR 1047. A REMOTE READOUT IS REQUIRED. V13. All fill areas, borrow material and undercut areas shall be inspected an 0� LL_ EX EXISTING TB TEST BORING EXTENTIONS. approved by VDOT representative prior to placement and fill. Where CBR p SLOPES TO BE STABILIZED PURSUANT TO VIRGINIA testing is required, a VDOT representative shall be present to insure the Z EROSION AND SEDIMENT CONTROL HANDBOOK EBL EAST BOUND LANE TH TEST HOLE Q; U 14. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING sample obtained is representative of the location. When soil samples are <C CRITICAL SLOPE ETR EXISTING TO REMAIN TP TEST PIT submitted to private - ETD EXISTING TO BE DEMOLISHED TC TOP OF CURB ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT p ' to laboratories for testing, the samples shall be clearly HANDICAP RAMP (CG-12) CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT -OF -WAY. identified and labeled as belonging to a project, which will be accepted by ETRP EXISTING TO BE REPLACED TELE TELEPHONE VDOT and that testing shall be conducted according to all applicable VDOT LLJ T DENOTES LOCATIDN OF STD VDOT = 9 9 PP CG-12 AND/OR JURISDICTIONAL ETRL EXISTING TO BE RELOCATED TW TOP OF WALL 15. ADDITIONAL SILITATION AND EROSION CONTROL MEASURES standards. O p STANDARD RAMP CONSTRUCTION TB TOP OF BANK SHALL BE INSTALLED AS DIRECTED BY VDOT AND / OR THE z FD FLOOR DRAIN TEMP TEMPORARY INSPECTOR DURING FIELD REVIEW; COSTS ASSOCIATED WITH V14. All roadway fill, base subsurface material and backfill of utility/storm sewer FF FIRST FINISHED FLOOR TYP TYPICAL ADDITIONAL MEASURES SHALL BE ASSUMED BY THE DEVELOPER. trenches shall be compacted in 6" lifts to 95% of theoretical maximum 0 C� Q DENOTES CLEAR SIGHT TRIANGLE FND FOUNDATION Density as determined by AASHTO T-99 Method A, within plus or minus LZ W FG FINISH GRADE UG UNDERGROUND 16. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. 2� of optimum moisture for the full width of any dedicated street right -of- U FH FIRE HYDRANT UGE UNDERGROUND ELECTRIC DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH way. At the direction of VDOT Inspector, density tests performed by a LLJ - PRE -BLAST FOR FUTURE PIPE INV -� FS FIRE SERVICE UGT UNDERGROUND TELEPHONE ADMINISTRATION RULES AND REGULATIONS. qualified independent agency shall be conducted as required in the VDOT J Q FAR FLOOR AREA RATIO UGC UNDERGROUND CABLE Road and Bridge Specification. A copy of all tests shall be submitted to 0n :2FP FLOOD PLAIN UD UNDERDRAIN 17. THE RIGHT IS SPECIFICALLY RESERVED TO UTILIZE NON- VDOT prior to final VDOT approval. FPS FEET PER SECOND STRUCTURAL AREAS FOR BORROW PITS CONSISTENT WITH THE V15. VDOT Standard CD and LID under -drains shall be installed where indicated W _, ;;K; TREE o FOY FOYER VC VERTICAL CURVE GEOTECHNICAL REQUIREMENTS. �� Z on these plans and further where determined necessary by VDOT Inspector. FT FOOT / FEET VB VERTICAL BEND Q V #1 VF VERTICAL FOOT 18. ALL SURFACED STREETS SHALL BE MAINTAINED IN A CLEAR _ ELE=101.62 GR GUARD RAIL CONDITION; FREE OF DUST, MUD OR SNOW AT ALL TIMES. THE V16. The installation of an entrances and mailboxes within an dedicated street (n BENCHMARK y y �I GAR GARAGE W/M WATER MAIN DEVELOPER SHALL PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND right-of-way shall meet VDOT minimum design standards and is the G GAS WBL WEST BOUND LANE OTHER EQUIPMENT USING SURFACED STREETS. responsibility of the developer. GFA GROSS FLOOR AREA WM WATER METER WL WATER LINE 19. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRAVES, BURIAL V17. Prior to acceptance by VDOT of any streets, any required street signage HT HEIGHT WV WATER VALVE GROUNDS OR HISTORICAL SITES LOCATED ON THE SUBJECT PROPERTY. and/or pavement markings must be installed by the developer or at HGL HYDRAULIC GRADE LINE VDOT'S discretion, by VDOT on an account receivable basis. Stop signs HORZ HORIZONTAL 20. THE APPROVAL OF THESE PLAN IN NO WAY RELIEVE THE DEVELOPER shall be thirty (30) inches tall with high intensity sheeting. The bottom of T O OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE I HC HANDICAP The sign shall be six (6) feet above the edge of pavement and the post shall � REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY O G' HP HIGH POINT be Installed a minimum of four (4) feet from the edge of pavement. Sign HR HAND RAIL FREDERICK COUNTY. posts Shall be of a type found on VDOT's approved list. A copy of this list o HB HORIZONTAL BEND may be obtained from the District Material Section. Contact the local U AUS S. BADER VDOT residency office with any questions regarding sign material and No.025704 3 Placement. :4 �~ ID INVERT V18. The developer must provide to the local VDOT office a list of all material IN INCH sources prior to construction. Copies of all invoices for materials within SIONAL INV INVERT any dedicated street right of way must be provided to the local VDOT ' IP IRON PIPE residency office prior to acceptance of the work. Unit and total prices may PLAN STATUS IPF IRON PIPE FOUND may be obscured. IPS IRON PIPE SET Ot 27 03 PER COMMENTS IE INVERT ELEVATION V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means 03 26 03 REVISED PER COMMENTS of a mechanical spreader. Density will be determined using the density 06 26 03 FOR SIGNATURE JB JUNCTION BOX control strip as specified in VDOT's "Road and Bridge Specifications" JNT JOINT (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to 0 K SIGHT DISTANCE COEFFICIENT the Residency Office. In addition to checking stone depths, A VDOT representative shall be notified and given the opportunity to be present All L LENGTH during the construction and testing of the density control strip. LF LINEAR FEET 0 LOS LINE OF SIGHT V20. Asphalt concrete pavement shall be placed in accordance with the latest LAT LATERAL edition of VDOT's "Road and Bridge Specifications" (Section 315). DATE DESCRIPTION LP LOW POINT density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform DLF BCG CSB LS LOADING SPACE these tests. A certified copy of the test results shall be provided to the ' NOTES: DESIGN DRAWN residency Office. A VDOT representative shall be notified and given the CHKD 1. THIS IS A STANDARD SHEET, THEREFORE SOME opportunity to be present during the construction and testing of the control SCALE H AS SHOWN ABBREVIATIONS MAY APPEAR ON THIS SHEET AND strip. V: � NOT BE USED ON THE PROJECT. JOB No.1 g34-01-001 2. CONTACT ENGINEER FOR ABBREVIATIONS USED BUT V21. Approval of these plans shall expire three (3) years from the dote of theCD NOT SHOWN ON THIS DRAWING. Approval letter. DATE NOV. 2002 FILE No.1 934- E v c m OF S SHEET v N/F PERRY PROPER TIES D. B_ 468, PG. 201 T.M. 64-((A))-158 ZONE.- M1 USE' COMMERCIAL/INDUSTRIAL N/F FERMAN W & KA THR YN M. PERRY l D. B. 398, PG. 693 / T.M. 64-((A))-157 ZONE- RA USE.' RESIDEN TIAL A11F• l LONNIE- M. JOHNS, JR. / D.S. 628, PC, 444 T Al. 64-((A)) - 757A ZONE.- RA USE. RESIDENTIAL o ' C ' L0 o / Lij 1 LLJ 1 I N/F EFG DES TUEN TS, L. L. C_ D. B. D68, PG. 352 TM. 64-(;A))-i5,3 ZONE:- RA � USE- RESIDENTIAL I i THIS ENTRANCE WELL BE ABANDONI AT THE TIME OF COMPLETION OF CONSTRUCTION OF PARKING LOT IN THIS AREA. WORK WILL OCCUR SIMULTANEOUS WITH ARBOR COURT CONSTRUCTION. TYPICAL 3' WDE TURN DOiVN CURB. PG4 WAP-RAP C R : 8 ii 0 t X ti s r. •G 6 O 7 Sr f 1 _I t 7{ €� f fr S q iR f o f + cj(� •X � o �!" Lf j , ; f ;" i i Jj r r., Lj_ jCL �r as ♦ "c - 4 fog ro • t :f (v~ t' ': O ®J f 1 , 1 i EC-;' , S rF� r2 i " ZZ • � r y �; F• �1� -,�;�, if `_.,` � Via* a O rFj•,} t, LEGEND KEYED NOTES: 1Q"NO PARKING -FIRE LANE" SIGN N/F WINCHESTER WOODWORKING CORP. INST. # 020018576 T.M. 64-((A))-80D ZONED-' MI USE.- VACANT PROP SCREENINt, FENCE DRAINAGE EASEMENT f " 1 ; !I ?I ZONE: 1.,Y,. ��- {Hf;—�f1A LOT 10 -- _ -- -- �rc1r i f USE. COMMERC/ L N I ! NI f . A / DUSTRIAL 1 ti } F# i 60 DiA p,Q`� 1 ( f INST,R 2 �; L.L. C. • _ ..r V i t i `OnIC'E7� ��Si ," ` ©0004455 ZONE.' rtf 1 'USE-' VACANT j tLO ( i RICHARD D.B. T Alf. ZONE.' m CO CO t' �t ,t' 04 4 SIGNAGE NOTES.• 1. FREESTANDING SIGNS ARE SUBJECT TO A 10' SETBACK. 2. FREESTANDING SIGNS ARE SUBJECT TO 50' INTERSPACING. 3. FREESTANDING SIGNS SHALL NOT EXCEED 100 SF IN SIGN AREA 4. WALL MOUNTED SIGNS SHALL NOT EXCEED 20% OF THE WALL SURFACE AREA OR 200 SF, WHICHEVER IS LESS. GENERAL NOTES: 1. OUT DOOR LIGHTING TO BE SHOE BOX TYPE AND SHALL BE ATTACHED TO THE BUILDING. 2. COORDINATION OF ALL CRANE OPERATIONS MUST BE MADE WITH DAVID FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, TWENTY FOUR HOURS IN ADVANCE. 3. OUTSIDE BURNING IS PROHIBITED. 4. CONSTRUCTION OF ARBOR COURT MUST BE COMPLETED BEFORE A LAND DISTURBANCE PERMIT WILL BE ISSUED. 5. ALL ELEVATIONS ARE BASED UPON A BENCHMARK WITH AN ASSUMED ELEVATION OF 100. MSL ELEVATION MAY BE OBTAINED BY ADDING 596 FEET TO ELEVATION SHOWN. 6. PROVIDE STANDARD VDOT STOP SIGN AT ENTRANCES 7. GC-12 CURB RAMPS SHALL BE PLACED AT ALL ENTRANCES COORDINATE FINAL LOCATION WITH INSPECTOR. LEGEND LIGHT PAVEMENT SECTION GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 0 0 r La E a O_ r U 0 ILO 6 N Oy to = N � m p to c 8 N cu U U (DU m j 3 m a`r'i u' ai o o N E Lll 3 c c o ]]�� 0 m O m�N§S L E ca LL � o O Q, U Q U Q f � 5- 0 V 1 �-L- z w � H � Q LLJ ^ CD o W � Q 0 4, L . BADES R No.025704 P:� �jONAL LAN STATUS PER COMMENTS REVISED PER COMMENTSREVISED PER FCSAREVISED L23 PER FRED CO PLANARBOR COURT REVD REVD PER FRED CO FOR SIGNATURE DATE i DESCRIPTION DLF BCG I CSB DESIGN DRAWN CHKD SCALE H: I " = 50' V: N A JOB No- 1934-01-001 ' DATE NOV.,2002 FILE No.1934— 1E rso SHEET 3 OF 8 NIF PERRY PROPER TIES D. B. 468, PC 201 TA4. 64-((A))-158 ZONE: A41 USE' Co'"ERCIAVINDUSTRIAL --I----- —I'-'-------- 1111F RMAN W & KA THR yN A4 PERRY D_ B_ 398, PG. 693 TA4_ 64-((A))-157 ZONE: RA fl USE, RESIDEN TIAL NIFIJ LONNIE M. JOHNS, jR. D.B. 628, PG, 444 T M. 6 4 - ((A)) - 15 7A ZONE: RA USE.• RESIDEN 77A L Fi V_ L Lij N Lu LL_ Lu Q C/) LLI EN TS, L. L. C. PG. 352 ((A)) - 153 RA IDEN TIA L NIF_ ROBERT C. TULLIUS, TRUSTEE TA4. 64-((A))-80C D.B. 519, PG. 322 C) ZONE: A41 USE.- MANUFACTURINGi :Ik-_,,j No co i 8 OF DISTURBANCE x L/i ROBERT C. TUL"bUS, TRUSTEE T W. 6 4 - ((A)) - 80H D. B. 536, PG. 828 ZONE A41 USE MANUFACTURING EX 8'_J!LDINI� 'A T 1, 5 cot. 5 A_ �zr__ , . __ __ __ 7- ­ Nz­ x r r PROP. SCREENING FENFr__::j LE I�PROP. SCRE A 40tOD 511L,l -7 IQ < _Ix Ci, DIS PAD I THIS ENTRANCE wit-i BE ABANDONED 7� A THE TIME OF COMPIETION OF _4 CONSTRUC111ON OF PARKING LOT XJ THIS 25 + IS A REA. 1800RK WILL OCCUR + X, SIMULTANEOUS WITH ARBOR COORT 5( RQ CONSTRUCTION, _x:L - IJMITS OF DISTURBANCE V) - 6,3 2 FICE D v Oaf L_� -A ;7x. j EROSION AND SEDIMENT Mo. CONTROL LEGEND —7 TE)APORARY STONE m I CONSTRUC11ON ml ENTRkNCE SILT FENCE CULVERT INLET PROTECTION Dg TEMPORARY INVERSION DIKE "i 0 Z At'. 7019 6 GENERAL NOTES.• C-4 IVIF SF < 11 — �!! n WINCHESTER WOODWORKING CORP, 1. EROSION AND SEDIMENT CONTROL PLAN IS BASED UPON THE COMPLETION oil- OF ARBOR COURT. A LAND DISTURBANCE PERMIT WILL NOT BE ISSUED 2_Q ar t INST # o2o018576 C) N TM. 64-((A))-80D UNTIL THE COMPLETION OF ARBOR COURT. CONTRACTOR MAY SUBMITT AN �98 OVERALL SITE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO RECIEVE t ZONED-- Afl USE� VACANT A LAND DISURBANCE PERMIT PRIOR TO THE COMPLETION OF ARBOR COURT. 3. Wt,� _4 i8s -1�z­ fff q lzx. 111-vnli REIVOIVE EXISRN N CE At f C> ALLIED sysTsms.coRp '98 0FJCE-FF-s59.50 --'---PROP BREAK ROQM/SHtpmj (37-- 6 98 8 _F 10' HEIGHT F T". 64-((A))-80F -708, __Fi� 708 97 ;..w� C) `800 SF GEA -7 USE: 1_4 j - I ZONE: A41 r. MANUFACTURING U, 7- -4 x i P�ct fir_'r.tCE LIMITS OF -61STURBAN a- LU V LLI C-4 I IkfrL� S e' + ROW 4 g al ✓ s) 1 r f _4 I . 1! 0., N-1 V �wlf 6,_ I 68 ­­G 3 Kt it `6 2 y G-4 <k 7 r f--WUI?T m SPEED—— <t EXISTING FORCEMAIN BOR 8 --RELOCATE POR-90N OF WPH bkswk- 24 71— _4 L:T ,�jjj " , - , .1 \ L 'A\ _Ou 81 > Ir �`._.._ ._... � Cr �::. ,, _ _�. , -;sk, IR- lm/ ii)J , "' '---c t ;AA1 K ........ t 7% H F ti V_/ =-7 it it 4�, ••v J T, _S T j7� W1`i`VC1_1E ER INOUSTRIAL PARK L.L. 64-((A))-SIA I:, INST # 000o;jj22 + LOT 70 :it IN i I ZONE: iW I NIF_ Lo USE. COMMERCIAL/INDUSTRIAL IIA L. C. to INS r N\ ;OF 020004455 i "s, 64-((A))-80L ZONE. A47 'US& VACANT V) r ? C v- f U (dS -4 NIF PICARD&SEMPD,8944, PG1✓A27 fir N. Y' ZONE J USE VA lit h j/ ry 4­-, n4 V Q� t �p a C's tr FIN fI + CN I C? fit Cr.. A - GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. NOTE: THIS SHEET FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY. rW m mi E 9' 0 2 CIO C;) Cm CM (D a (D C"', cco, -s Cn C: `C—'(D 75 7 8 tz CO 5 Co 2 c? (D (D 3: 0 cis E as E Lu -C 0 (D a 0 a tt a 9 § C-11 § 0 C13 Im Ck Gp &---I Q (D C/-) > i 4.4 0 _j 0 CD bi bi CD CD Of LL_ LLJ LIJ C/-) W Cf) o c) C) r,rl Ljj Cf) LiJ E­1 < ED us R No.5704 OA Q,101VAL PLAN STATUS 01/27/03 PER COMMENTS 03 26 03 REVISED PER COMMENTS 06 06 /03 FOR SIGNATURE DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD H: 1*=5o' SCALE V: N/A JOB No- 1934-01 —001 DATE NOV.,2002 FILE No.1 934— E 4 OF 8 SHEET EROSION AND SEDIMENT CONTROL NARRATIVE DESCRIPTION: THIS PROJECT PROPOSES TO DISTURB APPROXIMATELY 2 ACRES TO CONSTRUCT A PARKING LOT FOR THE EXISTING INDUSTRIAL OPERATIONS AND TO CONSTRUCT A 6000 SF OFFICE BUILDING, BREAK ROOM AND TWO POLE BARN, OPEN STORAGE UNITS. DATES OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE APPROXIMATELY ONE (1) YEAR TO COMPLETE. EXISTING SITE CONDITIONS: THIS SITE IS CURRENTLY OCCUPIED BY ALLIED SYSTEMS, AN INDUSTRIAL USE THAT FABRICATES WALL PANELS FOR USE IN CONSTRUCTING HOUSES. A PARKING LOT IS REQUIRED PER CURRENT ZONING ORDINANCES. ADJACENT AREAS: THIS SITE IS BOUNDED ON ALL SIDES BY INDUSTRIAL PARCELS ZONED M-I. CRITICAL AREAS: THIS SITE DRAINS INTO AN EXISTING SUMP CONDITION ADJACENT TO ROUTE 50. A SEDIMENT BASIN WAS CONSTRUCED WITH THE PLANS FOR ARBOR COURT, PREPARED BY BOWMAN CONSULTING. THIS SEDIMENT BASIN WILL BE CONVERTED TO ACT AS A REGIONAL STORMWATER MANAGEMENT FACILITY FOR THE 3 PARCELS AROUND ARBOR COURT. EROSION AND SEDIMENT CONTROL MEASURES: CONTROL OF EROSION AND SEDIMENTATION FOR THIS SITE SHALL BE ACHIEVED BY INSTALLING THE FOLLOWING: 1. CONSTRUCTION ENTRANCE 2. INLET & OUTLET PROTECTION 3. TEMPORARY SEEDING 4. PERMANENT SEEDING 5. MULCHING MAINTENANCE PROGRAM: THE EROSION AND SEDIMENT CONTROL MEASURES INSTALLED ON THIS SITE SHALL BE MAINTAINED BY PERFORMING THE FOLLOWING: 1. THE SITE SUPERINTENDENT SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGED OR DEFICIENT CONTROLS SHALL BE REPAIRED OR IMPROVED IMMEDIATELY. 2. THE SITE SUPERINTENDENT SHALL INSPECT DAILY THE AREAS OF CONSTRUCTION ACTIVITY TO INSURE EROSION CONTROL EFFECTIVENESS. ADDITIONAL MEASURES SHALL BE INSTALLED IMMEDIATELY WHERE DEFICIENCIES ARE FOUND. 3. PERMANENT EROSION CONTROL MEASURES INCLUDE THE INSTALLATION OF RIP RAP AT STORM SEWER OUTFALLS AND THE ESTABLISHMENT OF GRASS ON EXPOSED SURFACES DISTURBED IN THE CONSTRUCTION PROCESS. 4. SEDIMENT SHALL BE REMOVED FROM ANY TRAPPING DEVICE WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE HEIGHT OF THE TRAPPING DEVICE. THE MATERIAL REMOVED FROM THE TRAPPING DEVICES MAY BE DISPOSED OF BY SPREADING IT ON SITE OR HAULING IT OFF SITE IF NOT SUITABLE FOR FILL. I�:Z�L9L•P�>DPI•Z.y�•I�I��ItI�K•1�1Z•]���•Zel: s PHASE 1. HOLD PRE CONSTRUCTION MEETING. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. MUD AND DEBRIS SHALL BE WASHED FROM ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND CONTAINED ON SITE. ALL SEDIMENT LADEN WATER SHALL BE FILTERED BY A TRAPPING DEVICE AS SHOWN ON THE PLAN. 2. INSTALL INLET AND OUTLET PROTECTION DEVICES ON ALL EXISTING STORM SEWER, 2=00 1. ROUGH GRADE THE SITE. 2. FINE GRADE THE SITE, INSTALL ROADWAY SUB BASE AND BASE PAVING. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS IF THE AREA IS TO REMAIN DORMANT FOR MORE THAN (21) DAYS. 3. AFTER APPROVAL BY THE INSPECTOR, REMOVE THE TEMPORARY CONTROL DEVICES AND STABILIZE THE AREAS DISTURBED DURING REMOVAL. NOTE: FREDERICK COUNTY RETAINS THE RIGHT TO ADD TO OR MODIFY THESE EROSION AND SEDIMENT CONTROL MEASURES DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO ENSURE ADEQUATE PROTECTION OF THE PUBLIC AND THE ENVIRONMENT. TEMPORARY STONE 3.02-1 CONSTRUCTION ENTRANCE 70' MIN. l 6" MIN.i Al s OUTLET PROTECTION CE A 51 STING PAVEMENT FILTER CLOTH T AT `MOUNTABLE BERM SIDE ELEVATION (OPTIONAL) EXISTING GROUND 70' MIN. WASHRACK 10' MIN. B (OPTIONAL) Tf[= Z 10' MIN. EXISTING - PAVEMENT I I cV VDOT #1 B - POSITIVE DRAINAGE 10' MIN. COURSE AGGREGATE TO SEDIMENT * MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS PLAN VIEW OPERATION 3" MIN, 12' MIN. 3" MIN. FILTER CLOTH SECTION A -A 61 - 7" REINFORCED CONCRETE SECTION B-B DRAIN SPACE CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 1;f ll 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G =1' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 3do IWa>,>•�I17 3.18-1 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Toll Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn L La Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. SECTION A -A I - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. FILTER CLOTH KEY IN 6"-9"; RECOMMENDED 150 lbs FOR ENTIRE PERIMETER Low -Maintenance Slope (Steeper than 3: 1) - (Kentucky 31 Fescue 108 lbs. A - (Red Top Grass 2 lbs. A 3d - 'Seasonal Nurse Crop** 20 lbs. O(MIN •) - Crownvetch *** 20 lbs. 150 lbs PIPE OUTLET TO WELL * Perennial Ryegrass will germinate faster and at lower soil DEFINED CHANNEL temperatures than fescue, thereby providing cover and erosion PLAN VIEW 1 1 resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye :�: d May 16th through August 15th Foxtail Millet 0%--..- August 16th through Sept.,Oct. Annual Rye ":� :,�� 22 I T November through February Winter Rye SECTION A-A�L4 I ) FILTER CLOTH KEY IN r6"-9", RECOMMENDED *** If Flatpea is used, increase to 30 lbs./acre. All legume seed FOR ENTIRE PERIMETER must be properly inoculated. Weeping Lovegross may also be NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION included in any slope or low-maintance mixtures during warmer BASKET, OR CONCRETE. seeding periods; add 10-20 lbs/acre in mixes. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT TABLE 3.31-B LESS THAN 6 INCHES. ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (tbs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Secal cereale) Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 (Loliium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1/4" soil cover. CULVERT INLET PROTECTION 3 08-2 0�,P CULVERT INLET SEDIMENT TRAP CLASS I RIPRAP RIPRAP 7 / HEADWALL j INVERT Irl PIPE �3 SEDIMENT I STORAGE AREA STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 67 C.Y./ACRE WET STORAGE PERSPECTIVE VIEW (BELOW BASE OF STONE) 67 C.Y./ACRE DRY STORAGE VDOT #3, #357, OR #5 COARSE AGGREGATE (BASE OF STONE TO TOP PIPE INVERT NATURAL GROUND OF STONE BERM) RIPRAP HEADWALL-� FLOW CLASS I RIPRAP MAX. SEDIMENT DEPTH VDOT #3, #357, OR #5 (CLEAN OUT POINT) COARSE AGGREGATE AT 1 /2 VOLUME OF WET STORAGE AREA ELEVATION TEMPORARY DIVERSION DIKE 3.09-1 DD 0 4.5' MIN. COMPACTED SOIL -+I-- FLOW O 0 0 -a d -1 J cL 7 LL VCD O 2 N t'3 N 0 CM m _� CM Cl) C, � ��- CD _v o� cn (� ou T g N C _ 64 N m U 0 0 U m U o , r1 3 c m c in w m m 0 .r o ca E 3 v c_ o m m�r3;: a u_ C Q z __j ~ LLJ W > H C) z QLLJ O Q LJ z L1_ V 1 � U O W U) U Q r� V 1 0 L IJ Q � V 1 U) () E-' Q Oco w � W � Q _ U US S. BADER No. 25 04 sIoNAL PLAN STATUS 01 27 03 PER COMMENTS 03 26 03 REVISED PER COMMENTS 06/26/03 FOR SIGNATURE DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE V. AS SHOWN JOB No- 1934-01-001 DATE NOV.,2002 FILE No.1934- 5OF 8 C SHEET 0 ii R1 E�iOv'E 1:7 (STING ENTR ,NG� 1 F 7 � i REP! A L_ "'V f I oEt— SOIL Afl ,D F, �� f a tf K S E iI.JL' `, , jr S� 4 �, , `� � tr'•gl wa, h 2Ir• �. / 't„ •. 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T F q { �t , !_ t I Y (f FFJ i.._ I I .- } - . -. r + ._ -^__ _' � / r l fi•-._,) �/ ' ` f� .� r.'' `�,, frr \ T ' T 1,w l J Ln) l ..",l �; rSI,`.k"r .u..•'''t,,.:r-2j r,...i f �'1c_"' _t-/. f 1 /� I r C ` (j jJj COj � ! , t i f j ]off d ; [5 s ! / / / /' ✓' � / y t i X i�._ f . - .1,> / � F �a O `t `J �/ I `� , V: i y f ,t _ i t (� • t t i S `S 1 -M1 'ii / - l / / l / r l _{ _d 'r.:- •i / ,.-i h y f j}F1J Jl-rb,1 Jj(�-..\.+� + , I L ,./ � / A f \ � 1J lJ T I N F /' _ i c ., i .�. :( r�� T/ �'rl � �! j l ! /.•ems-• V 'ter ' / r // '.� .I' �,,, i,/'- I� 1 � IV1 � 1 } , r I �!: _tf li- i;{ ; i f ,,, e >ti I — —'_--. %�r l�if J! `• / 2,;�/ jTPIS A�Ao WURK VII I OCCUR Q ��1vU_AN• ' 1TI ARBOR COURT- •�''"-,a�-9� _ �{�j!�^�i.+'..;sI �.;.t,�, l�y l! �i. b•�i �S-,: ��S' •P� "t'',_;'-"--" y- f-____ - Jr� !'i. , ,'i,. �- `_._'� /':r='^-y' r'_,' '�. r- `J•'�~/ •"_'--' li- - l ~- J•�wi is` m .,r.,.. ...><. r ._...__. ! CONSTRU TION. o -__ _ 4__ _�. 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J N�. 0 57 4 'AO LANDSCAPE SCHEDULE: IAL r : 1 }r- _� -`, !•.� -_ _.� ---_ - _ _._ PLAN STATUS O SIZE (MIN. SPACING CONT. REMARKS ABR. QTY. BOTANICAL NAME COMMON NAME ' � r f � J= "` ••---•._.._._ _ —._ .� � SM 9 Acer sacharinum SUGAR MAPLE 2" CAL. AS SHOWN B&B 01 27 03 PER COMMENTS t t rl. ^— _ ---- 1 03 26 03 REVISED PER COMMENTS �``�-- - - H 63 Ilex crenata "Green Lustre" GREEN LUSTRE " # :ti �h 4 _ ��� L E 2 CAL. AS SHOWN B&B 06 26 03 FOR SIGNATURE ,/ '.._7rr _ _ _ - _ _ -._ JAPANESE HOLLY Ar I 01 WH 14 Crateagus phaenopyrum WASHINGTON HAWTHORN 2" CAL. AS SHOWN B&B `l,i:�'� LANDSCAPE PLANTING TABULATIONS: 1\-V -Li i iLLJ:,` F�}p� ,.., PERIMETER PARKING LOT PLANTINGS: i i . I i F 31 "\ / ,`' s ( qt r '•�` I ,ram o REQUIRED: 5 TREES (1 TREE PER 40 LF) DATE DESCRIPTION it rr LF OF PERIMITER PARKING LOT: 625' DLF BCG CSB l PROPOSED PERIMETER PLANTINGS. 16 TREES DRAWN DESIGN CHKD 1 =20 SCALE H• N A t INTERIOR PARKING LOT PLANTINGS: _ JOB No. 1934-01-001 ' '� � '~t-•; ... � \ _ i , i � ,� TREE j//"���� 1 r� ; "'- ` ` f 1 ,f; r`� •``., •,, - _ � ' ; f _ _.20r rQ ' 20 REQUIRED: 7 TREES (1 EE P ER 10 PARKING SPACES) DATE NOV.,2002 V t ,� / it : ���f , <� �=r• � ,.,.,,F" I ; } sr TOTAL PARKING WITHIN PARKING LOT: 70 SPACES L ;�"-`7 1so 20' PROPOSED INTERIOR PLANTINGS: 7 TREES FILE No.1934- —Li ` l `'7j t NOTE: THIS SHEET FOR LANDSCAPE PURPOSES ONLY. OF 8 ID SHEET PLANTING SPECIFICATIONS PLANTING NOTES: 1. QUALITY ASSURANCE: A. LANDSCAPE PLANTING AND RELATED WORK SHALL BE PERFORMED BY A FIRM WITH A MINIMUM OF FIVE YEARS EXPERIENCE SPECIALIZING IN THIS TYPE AND SCALE OF WORK. B. APPLICABLE SPECIFICATIONS AND STANDARDS: FREDERICK COUNTY ZONING ORDINANCE, AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION. AMERICAN ASSOCIATION OF NURSERYMEN LANDSCAPE SPECIFICATION GUIDELINES FOR BALTIMORE WASHINGTON METROPOLITAN AREAS, LATEST EDITION, LANDSCAPE CONTRACTORS ASSOCIATION. 2 SUBMITTALS: SUBMIT THE FOLLOWING TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK: COPIES OF MANUFACTURER'S DATA FOR ALL MATERIALS REQUIRED. SAMPLES OF REQUIRED MULCH MATERIAL. CHEMICAL AND MECHANICAL ANALYSIS AND SAMPLES OF ALL EXISTING SOIL, TOPSOIL, ORGANIC MATTER AND SOIL MIX TO BE USED. PLANTING SCHEDULE SHOWING THE DATES (EARLIEST AND LATEST) PROPOSED FOR EACH TYPE OF PLANT SPECIFIED, SCHEDULE EACH TYPE OF PLANTING WITHIN THE NORMAL PLANTING SEASONS FOR SUCH WORK. INCLUDE REQUESTS FOR ANY PROPOSED CHANGES IN THE APPROVED PLANTING SEASON AND A LIST OF PROPOSED SOURCES FOR ALL PLANT MATERIALS. LIST OF PROPOSED SOURCES FOR ALL PLANT MATERIAL. 3. DELIVERY, STORAGE AND HANDLING: A. DELIVER PACKAGED MATERIALS IN MANUFACTURER'S UNOPENED CONTAINERS OR BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE, WEIGHT, AND ANALYSIS. STORE PACKAGED MATERIALS IN SUCH A MANNER AS TO PREVENT DAMAGE OR INTRUSION OF FOREIGN MATTER. B. DIG BALLED AND BURLAPPED (B& B) PLANTS WITH FIRM, NATURAL BALLS OF EARTH, OF A DIAMETER NOT LESS THAN THAT SHOWN ON THE PLANT LIST NOR LESS THAN RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK, AND OF SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. B&B PLANTS WILL NOT BE ACCEPTED IF THE BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATION. C. DELIVER TREES AND SHRUBS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. DO NOT BEND, BIND, OR TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DAMAGE BARK, BREAK BRANCHES OR DESTROY NATURAL SHAPE. IF PLANTING IS DELAYED MORE THAN 6 HOURS AFTER DELIVERY, SET TREES AND SHRUBS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST BY HEELING -IN BARE ROOT STOCK AND COVERING PLANT BALLS WITH SOIL, PEAT MOSS OR OTHER ACCEPTABLE MATERIAL FOR BALLED STOCK. PLANTS SHALL BE KEPT WELL WATERED AND SHALL NOT REMAIN UNPLANTED FOR LONGER THAN TEN (10) DAYS AFTER DELIVERY. D. PLANTS SHALL BE LIFTED AND HANDLED FROM THE BOTTOM OF THE BALL ONLY. E. DO NOT REMOVE CONTAINER -GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 4. BEFORE PLANTING, DETERMINE THAT AREAS TO RECEIVE PLANT MATERIAL HAVE ADEQUATE SUBDRAINAGE. A. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DRAINAGE TESTS AS NECESSARY TO IDENTIFY ANY PROBLEMS PRIOR TO BEGINNING PLANTING OPERATIONS. UPON COMMENCEMENT OF PLANTING OPERATIONS THE LANDSCAPE CONTRACTOR ASSUMES RESPONSIBILITY FOR SOIL CONDITIONS. B. DIG PLANTING PITS TO FULL DEPTH AND DIMENSIONS INDICATED ON DRAWINGS. C. AT BOTTOM OF PLANTING PIT, EXCAVATE RECTANGULAR PIT 12 INCHES BY 12 INCHES BY 18 INCHES DEEP. QUICKLY POUR WATER INTO SMALL PIT TO A DEPTH OF 6 INCHES (APPROXIMATELY 3-3 3/4 GALLON). NOTE TIME REQUIRED FOR WATER TO BE COMPLETELY ABSORBED. DIVIDE TIME NOW BY 6 TO ACHIEVE AVERAGE RATE OF ABSORPTION FOR 1 INCH OF WATER. WHERE RATE OF ABSORPTION EXCEEDS 60 MINUTES PER INCH, NOTIFY OWNER IMMEDIATELY FOR DIRECTIONS ON HOW TO PROCEED. 5. PLANTING SHALL BE DONE ONLY WITHIN THE FOLLOWING DATES EXCEPT AS APPROVED BY OWNER. A. DECIDUOUS TREES AND SHRUBS: MARCH 1 TO MAY 31 AND OCTOBER 15 TO DECEMBER 15. B. EVERGREEN TREES, SHRUBS AND VINES: MARCH 1 TO MAY 31 AND SEPTEMBER 1 TO NOVEMBER 15. 6. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF 1 YEAR FROM THE DATE FINAL ACCEPTANCE TO BE IN GOOD, HEALTHY AND FLOURISHING CONDITION. 7. MATERIALS FOR PLANTING: A. MULCH SHALL BE DOUBLE SHREDDED HARDWOOD BARK. SUBMIT SAMPLE FOR APPROVAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE FROM FOREIGN MATTER. B. LEAF COMPOST SHALL BE SCREENED AND FREE OF TRASH. C. COIR MESH (GEO-TEXTILE BLANKET) SHALL BE NATURAL FIBER GEO-TEXTILE WOVEN MESH COMPOSED OF 100% COIR (SPUN FROM COCONUT FIBER) YARN, CONTAINING 45% LIGNIN AND 55% CELLULOSE. OPENING IN THE MESH SHALL BE 1 INCH SQUARE (NOMINAL) BY .3 INCHES THICK. YARN COUNT PER YARD SHALL BE 42 WARP X 37 WEFT. FABRIC TENSILE STRENGTH SHALL BE 432 LB/FT X 138LB/FT D. TWELVE -INCH HARDWOOD STAKES SHALL BE ECO-STAKES BY NORTH AMERICAN GREEN OR EQUAL. E. FERTILIZER SHALL BE COMMERCIAL FERTILIZER FOR ORNAMENTAL TREES, SHRUBS AND GROUND COVER. FERTILIZER SHALL BE PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOIL TESTS. AS A BASIS FOR BIDDING, CONTRACTORS SHALL ASSUME A FERTILIZER WITH AN ANALYSIS OF 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM. THIS FERTILIZER SHALL BE GRANULAR WITH A MINIMUM OF 50% OF THE TOTAL NITROGEN IN ORGANIC FORM. F. TOPSOIL: IF REQUIRED; SHALL BE A FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN COMPOSITION, FREE OF STONES, LUMPS, PLANTS AND THEIR ROOT DEBRIS AND OTHER EXTRANEOUS MATTER OF 1- IN DIAMETER, AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 6.5, WITH A PH RANGE OF 5.0 TO 5.5 FOR PLANTS REQUIRING ACID SOILS. CONTRACTOR SHALL HAVE SOIL TESTED AT AN APPROVED AGRICULTURAL LABORATORY, AND SUBMIT RESULTS AND RECOMMENDATIONS FOR ACCEPTANCE BY THE OWNER BEFORE PROVIDING TOPSOIL FOR USE. G. COMPOSTED PINE BARK FINES SHALL BE APPROVED COMPOSTED GROUND PINE BARK, HAVING NO PARTICLE WITH A DIMENSION GREATER THAN 3/4 INCH. H. SOIL MIX SHALL CONSIST OF 3/4 EXISTING SOIL AND 1 /4 COMPOSTED PINE BARK FINES OR OTHER APPROVED ORGANIC MATTER, BY VOLUME. 8. PLANT MATERIALS (REFER TO THE PLANT LIST ON THE DRAWINGS FOR SPECIFIC TYPES AND QUANTITIES OF PLANTS): A. PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. PLANTS SHALL EITHER BE OBTAINED FROM LOCAL NURSERIES AND/OR OTHERS, WHICH HAVE SOIL (HEAVY CLAY) AND CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT, PLANT MATERIAL GROWN IN SANDY, WELL -DRAINED SOIL WILL NOT BE APPROVED FOR THIS PROJECT. B. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY AND UNLESS SPECIFICALLY NOTED OTHERWISE, ALL PLANTS SHALL BE OF SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, SYMMETRICAL, TIGHTLY -KNIT PLANTS, SO TRAINED OR FAVORED IN THEIR DEVELOPMENT AND APPEARANCE AS TO BE UNQUESTIONABLY AND OUTSTANDINGLY SUPERIOR IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. C. PLANTS SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF, FREE OF DISEASE, INSECT PESTS, EGGS OR LARVAE AND SHALL HAVE HEALTHY, WELL -DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR ANY CONDITIONS THAT WOULD PREVENT THRIVING HEALTH AND THE DESIRED APPEARANCE. D. TREES, WHICH HAVE A DAMAGED OR CROOKED LEADER, OR MULTIPLE LEADERS, UNLESS SPECIFIED IN THE PLANT LIST, WILL BE REJECTED. TREES WITH ABRASION OF THE BARK, SUN SCALD, DISFIGURING KNOTS, OR PRUNING CUTS MORE THAN 1 1 /4 INCH DIAMETER WHICH HAVE NOT COMPLETELY CALLUSED, WILL BE REJECTED. 9. PLANTS SHALL CONFORM TO MEASUREMENTS SPECIFIED IN THE PLANT SCHEDULES EXCEPT THAT PLANTS LARGER THAN SPECIFIED MAY BE USED IF ACCEPTABLE TO THE LANDSCAPE ARCHITECT. USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF LARGER PLANTS ARE ACCEPTED, THE ROOT BALL SHALL BE SIZED FOR THE LARGER PLANT. B. CALIPER MEASUREMENT: SHALL BE TAKEN AT A POINT ON THE TRUNK 6 INCHES ABOVE NATURAL GROUND LINE FOR TREES UP TO 4 INCHES DIAMETER, AND AT A POINT 12 INCHES ABOVE THE NATURAL GROUND LINE FOR TREES OVER 4 INCHES DIAMETER. C. PLANTS SHALL BE MEASURED WHEN BRANCHES ARE IN THE NORMAL POSITION. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO THE MAIN BODY OF THE PLANT AND NOT FROM BRANCH TIP TO TIP. 10. PREPARATION OF AREAS FOR PLANTING: A. STAKE OUT ALL PLANT MATERIAL BEDS AND TREE LOCATIONS FOR APPROVAL OF LANDSCAPE ARCHITECT PRIOR TO ANY BED PREPARATION. B. SHRUBS, SHRUB BEDS AND HEDGES ON SLOPES OF 1:3 OR LESS: LOOSEN SOIL IN THE AREA OF ENTIRE PLANT BED OR HEDGEROW TO A DEPTH OF 6 INCHES MINIMUM WITH A ROTOTILLER. ADD SOIL AMENDMENTS AND ROTOTILL AGAIN TO A DEPTH OF 6 INCHES. EXCAVATE PLANT PIT AND HEDGE TRENCHES A MINIMUM OF 12 INCHES WIDER THAN THE ROOT BALL OR BARE ROOT ON ALL SIDES. THE DEPTH SHALL BE SUFFICIENT TO ALLOW SHRUB TO SIT 2 INCHES ABOVE FINISHED GRADE. C. SHRUB BEDS ON SLOPES OF GREATER THAN 3:1: AMEND SOIL AS ABOVE. SPREAD COIR MESH ACROSS ENTIRE AREA OF SHRUB BED IN STEEP SLOPE AREA PER MANUFACTURER'S SPECIFICATIONS. EXCAVATE PLANT PIT THROUGH COIR MESH A MINIMUM OF 12 INCHES WIDER THAN THE ROOT BALL OR BARE ROOT ON ALL SIDES. THE DEPTH SHALL BE SUFFICIENT TO ALLOW SHRUB TO SIT 2 INCHES ABOVE FINISHED GRADE. D. GROUND COVERS AND SEASONAL PLANTINGS: LOOSEN SOIL TO A DEPTH OF 6 INCHES MINIMUM WITH A ROTOTILLER. ADD AMENDMENTS TO THE SOIL AND/OR SPECIFIED PLANTING SOIL MIX AND ROTOTILL AGAIN TO A DEPTH OF 6". INSTALL PLANTS DIRECTLY INTO PREPARED BED, AND FIRM THE SOIL MIX AROUND THEM. E. GROUNDCOVER ON SLOPES OF GREATER THAN 3:1: AMEND SOIL AS ABOVE OR BY HAND AS REQUIRED. SPREAD LEAF COMPOST TO 2 INCHES IN DEPTH IMMEDIATELY PRIOR TO PLACING COIR MESH. SPREAD COIR MESH ACROSS ENTIRE AREA OF GROUNDCOVER BED IN STEEP SLOPE AREA PER MANUFACTURER'S SPECIFICATIONS. EACH GROUND COVER SHALL BE PLACED IN AN INDIVIDUAL PLANTING PIT PLANTED THROUGH THE BIODEGRADABLE NETTING. f. TREES: EXCAVATE PLANT PIT WALLS VERTICAL AND SCARIFY SIDES. PLANT PIT DEPTH SHALL BE SUFFICIENT TO ALLOW 2 INCH MAXIMUM OF ROOT BALL TO BE ABOVE FINISHED GRADE. TREE PIT SHALL BE 12 INCHES WIDER THAN THE BALL ON ALL SIDES. 11. EROSION CONTROL MATERIAL AND PLANTING ON STEEP SLOPES A. MATERIAL MEETING THE REQUIREMENTS OF THE SPECIFICATION SHALL BE INSTALLED AND MAINTAINED ON THE DESIGNATED AREAS AS SHOWN AND SPECIFIED. THE AREAS TO BE COVERED SHALL BE PREPARED AND FERTILIZED AS SPECIFIED BEFORE THE EROSION MATERIAL IS PLACED. IMMEDIATELY PRIOR TO THE PLANTING OPERATIONS, THE MATERIAL SHALL BE LAID EVENLY, SMOOTHLY AND IN CONTACT WITH THE SOIL THROUGHOUT. B. LAY EROSION CONTROL MATERIALS WITH ONE INCH NOMINAL OPENINGS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNROLL IN DIRECTION OF WATER FLOW. OVERLAP SHEETS BY AT LEAST 6 INCHE WHERE STRIPS ARE TO BE SPLICED LENGTHWISE, OVERLAP STRIPS BY 8 INCHES. UPGRADE SECTION SHALL BE ON TOP OF ALL SPLICES. C. THE CONTRACTOR SHALL MAINTAIN AND PROTECT THE EROSION CONTROL MATERIAL UNTIL THE FINAL INSPECTION. MAINTENANCE SHALL CONSIST OF REPAIRS MADE NECESSARY BY EROSION, WIND OR ANY OTHER CAUSE. FOLLOWING THE RESTORATION OF DAMAGED AREAS UNDER PLANT AND TURF GUARANTEE AND ESTABLISHMENT REQUIREMENTS FOR APPLICABLE UNDERLYING ITEMS; THE EROSION CONTROL MATERIAL SHALL BE REPAIRED OR REPLACED TO MEET THE ORIGINAL REQUIREMENTS AND MAINTAINED UNTIL THE FINAL INSPECTION. 12. GENERAL PLANT INSTALLATION: A. EXCAVATION: EXCAVATE ALL TREE PITS AND PLANTING AREAS TO THE WIDTH AND DEPTH SHOWN IN THE PLANTING DETAILS. B. CENTER PLANT IN PIT AND ORIENT FOR THE BEST VISUAL EFFECT. SET PLANTS PLUMB AND HOLD RIGIDLY IN POSITION UNTIL SOIL HAS BEEN TAMPED FIRMLY AROUND ROOT BALL. C. MIX SOIL AMENDMENTS AND FERTILIZERS WITH EXISTING SOIL IN ACCORDANCE WITH SOIL RECOMMENDATIONS FOR PLANT TYPE, BASED UPON SOIL TEST RESULTS AS APPROVED BY OWNER. DELAY MIXING OF FERTILIZER IF PLANTING WILL NOT OCCUR WITHIN A FEW DAYS. D. BACKFILL PIT WITH PLANTING SOIL MIX AND FERTILIZER, UNTIL TWO-THIRDS FULL. TAMP AND WATER EACH LAYER THOROUGHLY TO SETTLE SOIL. AFTER SOIL SETTLES, FILL PIT WITH REMAINING PLANTING SOIL MIX, WATER AND SHAPE SURFACE SO THAT IT SLOPES TO DRAIN FROM TRUNK AND MATCHES GROUND AT EDGE OF PLANTING PIT. E. MULCH WITHIN 48 HOURS AFTER PLANTING AND AFTER APPLYING THE PRE -EMERGENT HERBICIDE, EXCEPT GROUND COVER AREAS (WHICH SHALL HAVE ORGANIC MATERIAL PLACED BEFORE PLANTING) WITH A 2" LAYER OF MULCH IMMEDIATELY AFTER PLANTING. ALL BED LINES SHALL BE CUT WITH A SMOOTH CONSISTENT EDGE TO A MINIMUM DEPTH OF 3 INCHES. KEEP MULCH OUT OF THE CROWNS OF SHRUBS AND OFF BUILDINGS, SIDEWALKS, LIGHT STANDARDS, AND OTHER STRUCTURES. f. ALL PLANTING AREAS TO CONFORM TO SPECIFIED GRADES AFTER FULL SETTLEMENT HAS OCCURRED AND MULCH HAS BEEN APPLIED. PROVIDE SAUCERS AROUND TREE PITS AS SHOWN ON PLANTING DETAILS. REMOVE ALL TAGS, LABELS, STRINGS, ETC. FROM ALL PLANTS. 13. PERMANENT SEEDING OR SODDING FOR GRASS AREAS: A. LAWN SEED OR SOD VARIETIES SHALL BE AN IMPROVED VARIETY TURF -TYPE TALL FESCUE BLEND. THE LANDSCAPE CONTRACTOR SHALL SELECT FROM VARIETIES APPROVED BY THE MARYLAND OR VIRGINIA DEPARTMENT OF AGRICULTURE. B. REFER TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION EROSION AND SEDIMENT CONTROL GUIDELINES, FOR GUIDELINES, SPECIFICATIONS AND INSTALLATION TECHNIQUES OF SEED AND SOD. 14. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT AND LAWN AREA IS INSTALLED AND SHALL CONTINUE UNTIL 90 DAYS AFTER FINAL ACCEPTANCE OF THE LAST SECTION. ,I NOTE: REMOVE ONLY BROKEN BRANCHES, WHILE RETAINING ORIGINAL FORM THREE HARDWOOD STAKES PER TREE WITH RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND BASKET FROM TO 1/3 OF ROOTBALL 2" SHREDDED HARDWOOD MULCH CUT EDGE OF MULCH RING FINISH GRADE COMPACTED PLANTING SOIL MIX PAD OF PLANTING SOIL MIX 95% COMPACT k 12" MIN. TYPICAL DECIDUOUS TREE PLANTING DETAIL THREE HARDWOOD STAKES PER TREE WITH RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND BASKET FROM TO 1/3 OF ROOTBALL 2" SHREDDED HARDWOOD MULCH CUT EDGE OF MULCH RING FINISH GRADE COMPACTED PLANTING SOIL MIX PAD OF PLANTING SOIL MIX 95% COMPACT -I I-- 12" MIN. TYPICAL EVERGREEN TREE PLANTING DETAIL 0 0 Lo -0 J d. Q T 2 co v cm o 0 N ib rn m ca C N CD5 Y u) N m N n u2 R c c 0 > N CJ O O UmUm o n 3 (D m s 0 0 al E LLl 3 O c c O —N— o L I m ms,-� a L &--i "'c ) z W o J (:t� O U W F�°� Q U LLJ U) ry W T� O W cf) Q r� V1 0 Q W Q V 1 � F- � J � Q W w O Q ACTH OF U U CLAUS S. BADER No.025704 O PLAN STATUS r_ 03 26 03 1 REVISED PER COMMENTS 06 02 03 REVD PER FRED CO 06/26/03 FOR SIGNATURE DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE H: N/A , V: JOB No.1934-01-001 cn DATE NOV.,2002 FILE No.1934- 0 SHEET 7 OF 8 � . . I.. . I. I.. � -- - '�- �'. �� , I I -, � I I ­ I � ... . .. ­­­ - - ­­:. - .. ,� �... I I � - 1. - ­­­ I.- :*:.:. .. I . . � I .. � 1. �. I . . I I . - - ...... - I-: .. . .1 - 11 g.' NiHERE STO.CG•5 tlITiOTaS 1119-r, CC-7 ;S USED. a. _ « »_ e - j D.-Ty« ,.,D t. THIS I7WW{ idRf #�E PRECAST CA CAST >aL4i £_ �- w.. _Mv -.,`�' . �. ., 110 - . 1 0 i" _..-._._. _ p ' C BE: CLASS Ain:EAR tht AL�4a, i ._.. _.-...._ ....,--- • q -_ ._-.-..., - --A- Ct♦ l•.� ..�... _ w ".... R �..- 10 Cr _..;_, .. .. ,._ _ _ y . _ },. -�. t ;-� ' - - _ __ ` ,. � .- - '_ - -- - - rs STD, CG•2 6" -T$aI MAX. .••-� t6=t MA%. f - -t-----•- cS�t? FrSI [F C ECAkfiT: -- -- >� 3 L .. -_.. -' ---...4_---- ---. _._-._.-...-- ? ----- _..._---- - .a--` ---* -is►•. 'F' A• "'.-•-. ..,q- i..-_-----i.....__ __.. .-,_-. -... - _-.._'__-..__ -s a - 2p: k _: - ° ..:. .+ ..�: > •a• _::p.. m. .R'.I�°' 5: (. tNA11ON'.CVRO � r,UTTER HAVING A RA[XUS f� £ LL _ _ T__ _..._._ . €___ .. _-- concrete d s - 5.- _5 ... ___. _.....--__ -... _. -a. _.._... _.5.. .. _.. _. _......_..._ ..._ i-- d �y�^• [��­­ _._ r Pa A -0 . ...:.A O ,D.. .. 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THE DCi77r3kt {) THE :C[fRF3 4 w «. « _ .� �,b.GR,4l >1v,;:ts��. 1«�,......- 105 - 105 'r,.,>....,...�«-.... w m , :�..�...> .�..G`RADE. �w .� �....., - - _ I �' « `. _ PEIRMSS�.� tc cu77�1 e� CONSTRUCTED €� r � � --- - - -- - - - - --_ ... - -._-----_-_.., _---_ - _. -- �------1--------_ /� -_ rz'° c c --- t k 1 _.- - 5 D s c s o sLac�,sTRveTx ,arr 1 i -- - -- _...�. ---__--`i L.. -_ -- > .. .. 70 Thf£ �aL O t SUHBlkSE Ct?LiRSES 1.. _ _._ ... -+ - 4 - ... _._.__ t E Mt[v PPEPNISSTLN.£ : MA00►dUV . T ®,Cfl ! , ..__ �.._--- --- r NSTR T*14 r AND TO THE CEPTL•t tip FrtE PAVEMENT— I._... F p _ _ .. - -- .. -- - oo°000 i f __ __ _. _ - _ ..... s . .._ __ - �' o 0 0 0^000°o ............. o0 0000000 ...... .. - .'. .. .. :.�::: �.::::: oo°000 0 0'00 ..:.:� �:::.. .. .. _^ .. .... .... .:': .....1.� 000 000 0000 000:::..r::..' t- _. i --1.CURB ..._. 9.- ------ D �Gh. f-' _ _ 1S 40 `�lPk'E �7i2 k i r ° B B SECTIt�t� B B : t - r • -----._ .- :::.::.::., . "TI-R R thsaY AN 5 i tt �!2 ' -- ---- _.. - -- --. - ... ---- - -- - - - - F -... s --- t - - z :::::::::::::::::: s U lE i t <iM 5 E3 IMM -- -- ------.-- .# 1 I-. a 4 stone .......... `h i . _ -- �--.... ._. _ _.. ___. • .._ _ _ __ .-..._._.. __ __.. _ --- -t :;.:::' ':°':::`.'::.. � � R I- SS' �dDEVELOPED tJRF�AtH S ANt . _- _ � _ _ .* _. :_ :•::::.:-::.:..:: _ z✓fT• �S - . !~ Ib U13t�B < ? . _ . { ` -- .. -. - . , _- - f ----- ....--- : :.:::.::.:::::::. y _. - -I _w,_.__... ..___.. _....._.._._.-.:_... _.-__-. 3...__..._._ _ _._.._.. _,_ _,_._..... / S Iasz_ • __: A£A5: EE 714ESE D! SIGN SPEEDS 100 --I_- �-- .�. ..--11- ,...... .. T I .. - . 100 f 11:. E; ; titers cr E;KaasEa cr cAae s rmALk £XCEEDEO STANDARD CG-7 IS PEOUPED I- - - - -- - - -- --- - screw type IA f - Q._-. ---- -- i- 'a' 2_ s-_ t _._ . - ;. - ; 1 I ; - .. (- ... _..I adjustable valve box 36 min. ? < - srP - [c c�si ErniT< Is �EEa#7D as n ccnTirfuovs r ­7 1 1 , 1, I I z , I I I . I , , . . . I . � . I I I I . I . . . . I . . : ... . I . . . . %._.._.-.._..k.-_. ;-_._.__._. _t ____.... 1_ -. _!__ _-_. _.. .____.._ `-.._- _.-__---- F / L"OBSTP,UCTED,STABLE,FeRM'.ANDSLIP RESISTANT °�.. . � s " .._.. „. :. .r_._...._.. _.. _. _. _. ._._,F. ._ _1. ... _.-.-._._.k c ♦ 1. . ­. - 1. . . .. � I I __ _....._. _... _ f _...__ _._.. _. L PATH, CONNEC17NC ALL ELEMENTS -OF A _.. -._._. 1 a. ' w w « r_ _.w «: .Ywy� �. M A TANGENT F�LAI�[s�ulTr rwras CAN BE rNaErr}' •- --- t - -- ........ ��;- 7 � � . I - - , t _ _ .. ) s:..- - •_._ .... t--- ._..._ _._. _ . ,_.._ .. location marker a 8 '---....--- -- - ----- ------_.._L ....--_Ir--------....__._- - -- - . , T . __ I « �- a « .� , w stone valve me9alu99ed TI � NOTES :r p 95 -� .. ..�. �-� 95 - T•-r A n $....-- - --t - - ..T-- .. _. _ I _._,- ..-- r -N-�� - -- f}R. _--#------- .-.. - -- to main { a 1 'S `. � .- _ � i �> THIS �slcrk TO � USED FOR coNstRucra�r: FHAT mI,;DRaD,aATEs WIDER s�DEwAL>< LNNC%NG +48•� wrinrT , ..i{]-------._.}.. .....__..a.. -.._..- _ _.----- ____.-.._ a..--_----- ._. __ .-----�.--... _ -- --�'-- m alu s-'�''+"�� REGIRM Ar.TOF OF CEiR .RAMP. MINWLW CURB RAMP.LEKGTN $.FT. FOR NEW �^CTNSfRL:CTfOht-Fi €7.fQR ._._.__....I_ ._..._-._..1 --------.t F3 t e9 9 _ : �a ._ ... �13.: t °°°s°s°s°° ° ° ° ° °°Dose °°°fEt?Atrt�rS A __.__....___.. _,__._-__.....-. _-_. _ .�._ _._. 1 1 °°°°°°°°°°°° °°°°°°°s°s°ss°° cuk RAMP FLOOR ro i LASS a s coNCRfrr jct Ass A a Perk WITH SLIP R£sLrar ITEt;R,sE s �..,....o....,..> �«� R«« >-„---,,.,,,, 3 „M�„ } o q3 000°o°o°°o ° megalug 000°o°o°o°o°o°o °0000Q000000000 DETECTA&E WARNING SURF COVERM THE ENTIRE WIDTH L� TT�:iiM6' FL{�R 4 . fLtkgR MAY � � `> .°°sss°°° °°°°°°°°°°°°s . -- -- --- ---- r .__ . -- - °°o o ° ° °s° °°°°°s°°°°°°°°° _..-.a.__._-._._ E_ __.__. _--_. ­.­­1­­----T _ I- z ; :._ -. - .. °°°°°°°sRo°s° s°s°s°s°s°s°° r�cAST D� c�sr kN �LACET. rk�:�aECT„�LE inA�� sk�ALl � �Rr7vIDED Cv ATF �xPeisEe AuGRE�A;rf� a� b � I� t� ri _.f �. - +.-.-.----_.. �___-._--__._- -`--__-,__-__--_ .. -; 00000°o°o°o° o°oo°oo°o°oo .1 m >..0. d,- °°°o°°000000 Dog°gogo°°° FkPSh1: k?,sld.� SHALL NOT EXCEED. A. 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' "" °°°s°°°°°°°°° _ ._ _ ._ _ � _ ° o ° °°°°° °°°,°°°°°°°°°°°°°°°°°°°°°°°°°°°so°°° sss°sss°ssss°° °°ss ° Y _. _ -.._ �,, o ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °°°°°°°° T PICAL FLACEru4Ely T r: 'srk. ., ,. w �, „ s r T > ° ° ° o ° ° ° ° ° ° ° ° ° ° ° ° o ° ° ° ° ° .. ° °,°,° ° °,° °°°°°°°°°°°°°°°°°°°°°° °°°°° o sTE Es'raw aE cAsrT PLACE'Ai fEA rElEar t�F , RerAs xis FTeR rcAs �+acRErE ALL 7SUBBASE z f ° ° ° ° ° ° ° ° °°° °° °° °°°°°°°°o°°° °°°°°o°°°° T Ft T1 N s ciuf�s5 rovr �Er a k o 0 0 00000°o°°000 _ _ __.-.._...___ .-...___.._. _... _. _ __-._-...... o 0 0 0 0 0. 0 .. 000 0 0 0 0 0 0 000 000 000 o^o°o 00 .... _ 000000 ....._ ,.• � .. -. ..____.._ --. _ ., � ,, .. ... 00000°00000° __ ._, AT i�► E SEC 0 -. _._-_.-... r -s o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , .. .. i'. o 0 0° o 0 0 0 0° o 0 0 0 0 0 0 0° o 0 0 0 0 4 0 0 0 0°000` o°o°o°o°o°oo '.. ., •- °000°o°o°000^ � -.i : '"'-"' W 6 °°°°°o°°°,°°°°°° 00o0000000000 000000 000000 INTERS1rCT1QN Br_Asss s AT Ai64( tat : R7FB i? ' ,CROSSWALKhTLP ElE a o ° o o °00000« 000°o,°°000 °000°°000000°,00°00000000°° ... - °000°o°o°o°o°o°00000°o°o°o°000°o°o°°' o°o°R°o°o°oo .. ' °o°o°o°o°o°° __ ... _ __ _ .-. °000°°°°°o°°°°°°°° °°°°°° •.:. °°' -._ .---.___ ___ . °°° °°°°000°°°° °°°°° ,•, T� , .---..._._._.__..__ { o°o°°°000°° o o dV INc > _._.__.-_.-..._-..._....__ ._... ----__ d c o 0000000000000 .. _,.. ,. 000000000 .^: _i ¢i €7 T NI. N rM E tx• Ttt hJ' m , --'-------) °°°°°°°° °°oo °°°°°°°°° o° iN€Tt1IN: Cn,�SSW6►kK iFtE itZREp T3Ak;, mRE 7S3 8 h Q. b: % 8 t ACFiS CE rr CT CENTER ER �t d C Bt? S E iS T.4AtkV1` - , --� ; : >:3 # ... GWETH BUFFED aTT2jF'7kocR E�rt=rk� of iirp FLcso xw�MUM ccucr��rr c,�vER�a�: t . _ . _ _. �.» m_ l .w_ « # ,Z « I . «.,,..,.�---.:..-...,...sue ,.,«...., � ,a.d..� _ 1 . _ w O Y t (�7 CURB RAMPS WILL 3>` KASURED AND PAO FORM THE�.OLMTRAr Uh9i PRt�iS FOR tirt7RAd1LIC CEatE#i 1 -- -- - _..-..-- -- .---- ._....._ - --� _....- _. THIS AREA MAY 6E CONCRETE : �_._ _. _.. d _...-__4..-------._t._ _ .-._.___.9taJ � y 8 n n _ CONCFtE+E' SIRE4vi1[K AND EXPOSED ACC"RECATE x0EWkACGWLETE-N-PLACE: AT ItE OPTION OF THE CONTRACTOR _ oD .- _ _ _ _..., .. ---. _. -_.1.. _. � .� � _..-_.. _ __ .._-. -.-_ _. , thrust block 18 to 24 y f �CLMICURS ASS GUTTER COPE Tt ITaDNS ADJACENT TIP TO CUf2E3 RAMPS AqE D IN PAYUENT . _ _--_-_ _-- . _ __.-._,___ _ _ - _- _ _ _ _- -__. _- _-_ _. _ __J _ _ .w. ,_ -- .. __ _ . -,-- ..._ _ ..-.... - -_ ..._.-_.._.. e � ) FOR'CURSI AND GUTTER. . .. k x----__._..._t_ -_. €..__.._..._...._�.� __.._ .. ....__.. _.____-'--'-`k n ■ ( - �FJEtH y ': : ... r--- .. x a0-- - l f _ _ ... - d-- _ _....... g .._ _.. _ ... - -�. Box 8°x 16 solid block - _ « a.-«. a «u . , al.«.«..,. ....�. ,� WHEN USED �v CONRPkCrtQk� NntH ST+ftt9A�l:Ct J aft C4 7, THE Gtir#i3 FACE 9t4 TH!$.5r+uroAi�D IS - F-_.___.-g._..-_..._.. -._..__-.._. _ for valves 12 and lar er ( r� f3E Arsusrra TII raAr�H TFi� ucrAsk aura Anna CONF(GLtATidiil.1. V .r..._-_._I -- f- ' C4tt'i6 RAWS-ARE TO LOCATED iS S(tCP1Ytd:ON: rk: f LANS DR As DKCTEO ar THE:ftii.3WP. ­1 -.I--- 3 - V z, q! } -._._ d ;- _--, °,-.SE1 -.a .. .:,k'AY 4r A.��tC'ktiN:AY.FRGR.IrY CRit$si$ A..C�1E?€i KEChRr1E.E�sS OF WHETHER S1D£iYR!-K i$:Elk ilV.".. E_..--_,- _-- w- ._ _._ _ ,.___-_.� . -.__ _ } O , { 5 Note. this detail is also aRDSED.OR hEsrENT. THEY Must BE LuCATEQ �TH�+ I°EkTEstr�kav cRa�SwALxs is sHuvcrk Lx+T,ws CG-6 CURB (TYP _p «� k .. _. «._ ,« _ , ._ ° ��� n f - _ __.-----.. ___..___-.3--_.. _ - _ 1..._ V _---a...- _. V '� jy, ? used for butterfly valves 08 AS DVECTED AY T tE k NGWEFk, X0 SHOULD NOT RE LOCATED 6Ek•9.'tv'T vEk E STOP LINES, _ . z i _, . - I - -- - _ _....1,.---„-_. - --- -- - _... ___.,-_. _- �: -_.. _._-- -- - GATE VALVE c1 G r A� va>tiA'IE ; EiIm5TO.4 LIGHT AOLES,'AE HYDRANTS,t3�`'O 214LErS, ETC.WLL ALSO APFECr � �EN� NOT To scALE _. _ _. C5 .. # - t -.. -_.... --- -. o , U - • -- - - _I t I? g s d -1 , + �. � � ��. � 3, � .� � { w �a � _�� . � � Figure 8 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 - B Q CG 12A CURB �TYPi 1.5"SM-12.5A SURFACE COURSE o � m 2 NOT TO SCALE cm CD N PARKING1.HEAVY _ _ _ 4" BM-25.0 BASE COURSE N /\�/,,, I mot//��/i�\/i�l/i\�//�<//\K//�� 8" SUBBASE VDOT STD. GR- 21 A 0 � � m 0 3 ,a C: C -6 5; �� RIJ, co 0 .\, \\\\\\\\ PAVEMENT _ _ _ _LO c N as co \/�/\\ =1 I I=1 I I=1 I(=1 11=1 11=1 11=1 11=1 11=1 11- COMPACTED SUBGRADE � Lu= CD . o SECTION �1=1�I 3 =CM o m WATERLINE PROFILE �/ trench width (COMPACTED TO 95% DENSITY o - - •_ AT OPTIMUM MOISTURE CONTENT m � '' � m ILL. � � /1. as required VDOT VTM-1 METHOD) \\ 6" dia. schedule 40 steel °A" °A° grade trench >/ . m nimum f-- 6° minimum* PAVEMENT DESIGN A ON A SUBGRAD CBR DESIGN VALUE F 6 01 T \,. pipe filled with concrete 3 VEME DES G B SED E D L E 0 SOIL TES ,/ a • ' and painted yellow :;:: >.;;%;`;`::;%: r• ' ' - '::.:j �` ::;: <. .;:.:::.><.,-:.:: OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED :.;: i _::i::. >:i: machine excavation limit Q \ f rrrt board D :i;::: :r:>,-::;i:; . .:., ..,:..,., . PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. ,/ 7 ,: µ:, 6� PVMT T \ SEC r . ,�r' :. Q / >:: " - i\//\ // //\, •B• Z \• �/. o 6 U' 0 / I 0 n 1 6° 18 dia. 1---i i .. Y I L EAVY P T T P CA H AVEMEN SECTION � c v� concrete `G - general backfill / >\' / NOT TO SCALE w general backfill (see note) \/\//\ encasement �, :.:.:..: f �(, trench bottom :::>.:: >:: :.:...: 3 ate valve ate valve \ 9 9 I� \ \ \ \ \ \ \ \ \ .. note - >/////// // :::::•:::::::::::::::::::.........::::.:-.::. �; (see ) ;•:;•::::::•:•;::•:;;•::::::: :::::•:::::::.-::.. / / / / / / / / / / r:'<;::: ,;;:; undisturbed earth stone bedding :::::::: \�\�11 ,�\,�\,�\�\\I\\ \1�\<' `G & boxes & box ice/ / ,'/ \i ��i ,\ �\ , / : ' >.' : `.':=:.:.':. ` :.::" ::':::; . \ Z; : =_:• ::1:::.:::..:::::•:::::::•:: concrete :;:: :;:::::::::::: ....":.. ::::1. , thrust bl�k TEE WYE OR PLUG TYPICAL SECTION Q Z 8n 8■� ;::.- :..:.;,;;;.;.;_::.:: .: g BOLLARD DETAIL / 1.5" SM-12.5A SURFACE COURSE E--i a K/ ::.: �•::' ....::::. =::::: �'. I i wra with *denotes hand excavation LIGHT � O :: 1.::. . ,.-....:...::::............::•::::. \', n 1 eu of wood forming the fitU g may be PPed ........_.............................. concrete i :::• - ..... _:::-. ' lyethylene, and the concrete poured to completely surround °D' = 12' min. for 10' and smaller pipe � � U t' /` �' \ 24" select backfill:, , -" '� 24° select backfil{ a fitting and against undisturbed soil. The bearing dimensions =D° = 18° min. for 12° thru 20" pipe P A VE M E N �. - _ _ _ _ _ 8» SUBBASE VDOT STD. GR-21 A �;, ;:;'` against undisturbed soil shall remain as shown. `� �� ( see note} ; �/ ( note) see chart below for A, B, c dimensions. 111-1 11-1 I 1-I I I -I I I -I I I-III=III-1 I I_ COMPACTED SUBGRADE Q U * ° SECTION -� 1=1 I-' �_I L-I-� �� I-� �� (COMPACTED TO 95% DENSITY - 6 minimu z lY ��Al � direction of setting to be approved prior to installation CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS " ° AT OPTIMUM MOISTURE CONTENT n P VDOT VTM-1 METHOD) W f 6, t . / 6■ Pipe Plugs, Wyes & 11 1/4° and 221/2' 45' and 90° O.D. O.D. r �/ / 1; 1 /2 O.D. Dia Tees Bends Bends P` 4 1 �I-� II / 6° 1'-0' 0'-9° 1'-0° 0'-9° 0'-9° 0'-9" 1'-3° 0'-9° 1'-9' '.:::::::::: ::.`:...: ;:;::';;.:; -1 �k as required concrete ad V-6° s . x 6° deep <' �_ �':`:'''"` _ ::'` PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST . L\!% .� �ti�':. ,� . � �•a•; gq P q P 8° 1'-0° 0-9" 1'-0° 0'-9° 0'-9' 0-9° 1'-6° 0'-9° 2'-0" ` Q �LIk I - OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED I- U 6° 6° 10' 1' 6° 0'-91 1' 6 1'-0° 0'-9° 1'-0' 1'-9° 0'-9' 2' 6° PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. W - stone 12° 1'-9° 1' 0° 2'-6' 1' 3° 1'-0' 1' 6' 2'-0' 1'-0° 3'-0° PVMTSECT a-, stone 2" min. - 6° max. 14° 2' 0° 1'-0" 3'-0' 1' 3" 1'-0' 1'-6° 2' 6° 1' 0" 4'-0" F- W (n /\\/\\/\\i\\i\\/. /\ \\i\\/\\/\\/\ /\\I \ . /\ / o o � I) 1 1 o°o° / I ■ I ■ 1 , / %°%°8 0°00 / I 1 , 1 2' 1- 3 -9° i - 2 - - AR H 8° -6" 3 1 -0° 3 -0° 4 STANDARD CONCRETE c TYPICAL LIGHT PAVEMENT SECTION o /i �/i i �/i �/. 20° 2'-9° 1' 6" 4' 0" i 9° 1 `-6' 2'-0■ &-3° 1'-6° S-W - H _I /. 4 stone NOT TO SCALE -i general backfill general backfill . - screw (see note) ( )� /j� adjustable 11 1140 THRU 900 BENDS Li 1 =......... ;... '.:: :::i =: ? : =; .; :: / - �/ valve box �/� I-- n minim m sto to be u e 1•,•:::::•::::::::::::::•:::::.::::::•:::•:::::. C ✓/ stone (/) �, / <s l \ \ �`,x : 'i;::>:`:............. ::= g �1 ::::::::::: :::::: y\ of 6° above top of base \, O 'aG i:: •:: �............ �:: D..:....:::.......: \! \//� /� locator marker atv.(1 rods over fittingsand .............. O.D. �, O :. , 9 ---...,..... -. / stone :: <.:.:...:.:... :::..::::. ■ ■ , em in n r h / r s bedded co c et bl c 8 / ° e t rust ocks 8 \ 1"X4'X4' - I r 8" SLA 2 FlN SH NAIL AT \s m alu e9 9 T AN M \�' `' OP D BOTTOM i Y / W ° / ■ / 4 I II 2 se backfill \ ° I select 24 I backfill I \� se ect \ .t �" FITTING SIZE RO SIZ O �: ZE D E N .RODS EMBEDMENT O W �: \ .r 4" 'i' "X X4 AM NAIL 2 BEAMS, TOE T P T '\ n B L 0 OS i...� �' see note '7 see note) r \ Z �. \ 1r & LEss s 2 30 / `i /\ \, 14 -2 8 2 S 0' 36 t� .\ / '.i. / Q i / `� . "r \ nr \. Co c ete �' \/ \ ■ stone \. `°,��.-. Y, - I . . a = 6" ", < co O.D. Y a T e I \ i 'fr / \ 1O.D.°\ ° 2 O ° \ ° \ \ °\ ° \ \ °\° \ \ °\ \ 'n Volum f thru I in \ \ m h i int FrttE e o st b ock cu. d. ec an cal 'o / / / y 4" / 1 X4° P XS' POSTS a SIZe - / 1114 1 22 2° 90° -; � 45� VERTICAL N ,- C L BE D S ,' o : �' \ wiv I with / s e tee td \: / .� �� / ■ �, . / - - - n i \( n 6 1. �. , sto a bedd 3 � � h < / / / / \ \ 6" branc g //. - � / - 6' \ \ o \ 8 1.1 2.3 , \ concrete concrete �i\\ \\ \\\i\��\i\\\/�\\/�\\\/�\\/�\\\/`\\��\\� 10° - - 1.8 3.7 1.25' 4'-0'7 X THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 NOTES: .� �H OF UP BENDS SHALL BE THE SAME 14° 0.5 1.7 3.9 7.6 1. PRESERVATIVE STAIN ON ALL WOOD. In �j� CONCRETE CRADLE CONCRETE ENCASEMENT FIRE HYDRANT ASSEMBLY AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - COLOR TO MATCH THAT OF BLDG. -n b p Figure 9 180 1.4 3.2 6.3 - 9 2. FINISHED SIDE OF FENCE SHALL FACE w. � M � NOTE: To be compacted to 95% of ASTM D698 maximum density. 20" 2.2 4.5 7.8 - ADJOINING PROPERTY, IF APPLICABLE. � -: �F �=, � : U CLAUS S. BADER 9 CONCRETE THRUST BLOCKING COMPACTED GRAVEL ",�,� No.025704 `_ TRENCH &BEDDING Figure 2 W00D FENCE DETAIL o,�, FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING ti I Figure 1 NOT TO SCALE N ING �sIONAL� PLAN STATUS 01 27 03 PER COMMENTS 03 26 03 REVISED PER COMMENTS 04/03/03 REVISED PER FCSA C 05/06/03 REVISED PER FRED CO PLAN 06 26/03 FOR SIGNATURE 2 R NOTES: o - 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE o G < 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, � 1000 PSI IF PRECAST. .4 . a . < _ _ :d - T 3. COMBINATION ClIB & GUTTER HAVING, A RADIUS - - - a_ v ° ' - o. OF 300 FEET OR LESS )ALONG FACE OF CURB) SHALLd - °.c _ .-Q :' .••e' BE PAID FOR AS RADIAL COMBINATION CURB do PATE DESCRIPTION 0, d - CUTTER. ' - C FOR USE MATH STABaRED OPEN -GRADED c ORA3NAGE LAYER• THE BOTTOM OF THE CURB DLF BCG CSB 7- AND GUTTER SHAII BE CONSTRUCTED PARALLEL THIS AREA MAY BE CONCRETE THE BOTMM OF THE CURB AND TO THE SLOPE OF SUBBASE CODES DESIGN DRAWN CHKD AT THE OPTION OF THE CONTRACTOR CUTTER MAY BE CONSTURCTm AND TO THE DEPTH OF THE PAVEMENT. PARALLEL TO TAE SLOPE OF SUBBASMUM DEPTH ES P7RO� A 5. THIS CURB MAY BE USED *HEN SCALE V: AS SHOWN I IS MAMTAB$D. DESKN SIW IS 40 MPH OR LESS V CN RURAL HIGHWAYS AND 0 MPH OR LESS IN DMOPED URAN a SUBURBAN JOB No. 1 934-01 -001 AREAS. IF THESE DESIGN SPEEDS ARE CG - 6 U EJ(GEET)ED STANDARD GG 7 IS REQUtl2ED. DATE NOV.,2002 FILE No.1934- E 0 8 OF 8 SHEET 0 OWNER PARCEL IDENTIFICATION NO. LOT AREA DISTURBED AREA CURRENT ZONING : CURRENT USE PROPOSED USE BUILDING HEIGHT: D A n � Cl��T]��JCT�I� �PLI d"Im ALLIED SYSTEMS CORPORATION TM 80—(A), PARCEL 8OF 5.02 AC 2.0 AC M1 MANUFACTURING MANUFACTURING MAXIMUM ALLOWED = 35' PROPOSED = 35' BUILDING SETBACKS: REQUIRED: FRONT: 75' SIDE: 25' REAR: 25' PROPOSED: FRONT: 266.5' SIDE: 75' REAR: 25' F.A.R. CALCULATIONS MAXIMUM ALLOWED = 1.0 OR 218,596 SF LOT AREA = 218,596 SF EXISTING BLDG. = 24,679 SF PROP. BLDG. #1 = 6,000 SF PROP. BLDG. #2 = 800 SF 31,479 S.F. / 218,596 = 0.144 F.A.R. PARKING CALCULATIONS REQUIRED PARKING: MANUFACTURING = 3 SPACES/4 EMPLOYEES 60EMPLOYEES(3SPACES/4EMPLOYEES)=45 SPACES 45 SPACES REQUIRED PARKING PROVIDED: 70 SPACES HANDICAP SPACES. REQUIRED: 3 HANDICAP SPACES PROVIDED = 4 LOADING REQUIRED: 1 LOADING PROVIDED: 1 FREDERICK COUNTY, RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION NUMBER: EXPIRATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THESE PLANS VICINITY MAP SCALE : 1" = 1,000' OWNERZDEVELOPER ALLIED SYSTEMS CORPORATION C/O ROBERT FROGALE 1936 MILLWOOD PIKE WINCHESTER, VA 22602 (540) 665-9600 1. COVER SHEET 2. LEGEND, NOTES .AND ABBREVIATIONS 3. SITE/GRADING PLAN 4. EROSION & SEDIMENT CONTROL PLAN 5. EROSION & SED1ENT CONTROL NARRATIVE AND DETAILS 6. LANDSCAPE PLAN: 7. LANDSCAPE NOTI�S AND DETAILS 8. DETAILS FINAL SITEi P'Lfi&? AF P ROV ED j �T..__.f � FREDERICK COUNTY ZONING ADMINISTRATOR: � 3 DATE SITE PLAN VAUD FOR FIVE (5) YEARS FROM DATE OF APPROVAL. F.C.S.A. APPROVAL VALID FOR TWO (2) YEARS FROM DATE OF APPROVAL. 0141(moss0c i . kJ CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. NAMES AND TELEPHONE NUMBERS OF THE OPERATORS OF UNDERGROUND UTILITY LINES APPEAR BELOW. THESE NUMBERS SHALL ALSO BE USED TO SERVE IN AN EMERGENCY CONDITION. CALL MISS UTILITY 800-257-777 WATER/SEWER: FREDERICK COUNTY SANITATION AUTHORITY P.O. BOX 1877 WINCHESTER, VA 22604 540-868-1061 PHONE: VERIZON P.O. BOX 17398 BALTIMORE, MD 21297 410-954-6282 POWER: ALEGHENY POWER P.O. BOX 1458 HAGERSTOWN, MD 21741 1-800-654-3317 GAS: SHENANDOAH GAS CO. P.O. BOX 2400 WINCHESTER, VA 22604 540-869-1111 i; V u j tZ J, �r"bur �aa QC��'I�C�C�OGoTA& D�4o. O Il O e 0 0 6 Zy o 3 m -a J J Q. ci •- v o o c c� q m = 0 cm —�l 4) ctsM N C.)N O m C 7 U � N N � C $ � m C _� C 8 79 5 ^ N C U O ` O ` U U m d� n Em C _m u) N p O ca E c� E w c o C C 0 N � /^0 Z T Ck 4i 9 &--q Q O Z ry W > O z O Q U a W w U� LL- > O (Z, p- ~ W C) o J Q �I ' O W 0 U) :2 W w � Q r OF U &-AUS S. BADER No. 25704 sIONAL � PLAN STATUS O1 27 03 PER COMMENTS 03 26 03 REVISED PER COMMENiS 66/26/03 FOR SIGNATURE JA DATE I DESCRIPTION o DLF DESIGN BCG DRAWN CSB CHKD SCALE H- AS SHOWN V: JOB No- 1934-01-001 DATE NOV.,2002 FILE No.1934— [E-E SHEET 1 OF 8 LEGEND ABBREVIATIONS NOTES AGG AGGREGATE MECH MECHANICAL EXISTING DESCRIPTION PROPOSED S: F.C.S.A. NOTES: VDOT NOTES: AHD AHEAD MH MANHOLE A AREA MI MILE 1. THE PROPERTY SHOWN HEREIN IS IDENTIFIED AS TAX MAP 64-(A)-80F 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN V1 All work on this project shall conform to the latest editions of the Virginia AC ACRE MS MEDIAN STRIP ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY Department of Transportation (VDOT) Road and Bridge Specifications and .w . 17. INDEX CONTOUR 3 ARCH ARCHITECTURAL MSL MEAN SEA LEVEL 2. THE PROPERTY IS CURRENTLY ZONED M1 MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION Standards, The Virginia Erosion and Sediment Control Regulations and any AUTHORITY. other state, federal or local regulations -------.----..---.-.-.--- - _- -- - INTERMEDIATE CONTOUR 33 ASPH ASPHALT MAX MAXIMUM g applicable. In the event of conflict 3. NO TITLE REPORT FURNISHED between an of these standards, specifications or plans, the most stringent y PROP. E/P ADJ ADJACENT MIN MINIMUM Y P P 9 EDGE OF PAVEMENT APPROX APPROXIMATE MISC MISCELLANEOUS 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR shall govern. CG-6 4. BOUNDARY IS PER RECORD INFORMATION INSPECTION BY THE AUTHORITY. CURB AND GUTTER V2. All construction shall comply with the latest U. S. Department of Labor CG 6 BM BENCHMARK NNORTH BOUND LANE 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE Occupational Safety TRANSITION FROM CG-6 TO CG-6R , BRG BEARING NAA NOT APPLICABLE 5. TOPOGRAPHIC INFORMATION SHOWN HERON IS THE RESULT OF FIELD RUN P Y and Health Administration and VOSH Rules and BOC BACK OF CURB N/F NOW OR FORMERLY SURVEY BY PHR&A AND BOWMAN CONSULTING COORDINATED WITH THE AUTHORITY'S INSPECTOR. Regulations. PROJECT LIMIT PROPERTY LINE BF BASEMENT FLOOR NFA NET FLOOR AREA DEPARTING PROPERTY LINE 6. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS V3. When working on VDOT right-of-way, all traffic control, whether permanent ..__-.__. --------- _..____.__-._.____.._-__.__.__.._.___.._____. BLDG BUILDING STANDARDS AND SPECIFICATIONS OF VDOT AND FREDERICK COUNTY. RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" or temporary, shall be in accordance with the current edition of VDOT's PROPERTY LINE BOV BLOW OFF VALVE OC ON CENTER IN SIZE. BEFORE A PERMANENT METER IS SET THEY REQUIRE: 1) work area protection manual. Furthermore, all traffic control flaggers must be BRL BUILDING RESTRICTION LINE OD OUTSIDE DIAMETER 7• THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-257- THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER certified in accordance with the latest edition of the VDOT Road and Bridge RIGHT-OF-WAY BW BOTTOM OF WALL OHE OVERHEAD ELECTRIC 7777, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, Specifications, Section 104.04-C. BK BACK OF CURB OH OVERHEAD BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE CENTERLINE REVIEW CURRANT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF V4. The developer p p y OHT OVERHEAD TELEPHONE AVAILABLE TO INSURE THE EXACT HORIZONTAL AND VERTICAL per shall be responsible for relocation, at his expense, an and all THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES ------•------------------------------------------ FLOOD PLAIN CB CATCH BASIN OHC OVERHEAD CABLE LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE � utilities, including traffic signal poles, junction boxes, controllers, etc. owned CIP CAST IRON PIPE OBJ OBJECT CONTRACTOR SHALL NOTIFY BOWMAN CONSULTING GROUP, LTD. OF ANY AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN by VDOT or private utility company. {t is the sole responsibility of the \'?:.Fs+cK.a> .. ...-. .�. vel'<,.rz.::e.Y."J,,,rrl'"x.5 f f CLEARING AND GRADING � �. PROPER WORKING ORDER. IT IS THE DEVELOPER S/ CONTRACTORS developer to locate and identify utility facilities or items, which may be in .__...CL CENTERLINE POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY conflict with the proposed construction activity. VDOT approval of these .__.___.._._.-___._._..._- TREE LINE 1i CENTERLINE PL PROPERTY LINE CLR CLEAR E PROPERTY LINE 8. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE INSTALLED CORRECTLY. plans does not relieve the developer of this responsibility. 0 STREAM CMP CORRUGATED METAL PIPE PVI POINT OF VERTICAL INTER. ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING V5. Design features relating to field construction, regulations, and control or OVERLAND RELIEF PATHWAY CO CLEAN OUT PVC POINT OF VERTICAL CURVE EXTENT OF THE WORK REQUIRED TO MAKE THE PROPOSED WORK LINES: safety of traffic may be subject to change as deemed necessary by VDOT. CONC CONCRETE PVT POINT OF VERTICAL TANGENT CONFORM TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR any additional expense incurred as a result of any field revision will be the FENCE LINE CTR CENTERLINE PVMT PAVEMENT SHALL SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF THE A. THE LOCATION OF THE SERVICE LATERAL IS TO BE responsibility of the developer. CIF CUBIC FEET PC POINT OF CURVATURE WORK CONDITIONS, AND CONFORMATION AND CONDITION OF EXISTING EASEMENT � COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN EX, �3- `Nf L 8" IP WA CY CUBIC YARD PT POINT OF TANGENCY GROUND SURFACE AND THE CHARACTER OF THE EQUIPMENT AND FACILITIES APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE V6• Pri-.r to initiation of work, the contractor shall be responsible for acquiring all - --s' w=' --- WATER LINE „� CFS CUBIC FEET PER SECOND PCC POINT OF COMPOUND CURVES NEEDED PRIOR TO AND DURING PROSECUTION OF THE WORK. THE WORK WILL BEGIN. necessary by VDOT land use permits for any work on VDOT right-of-way. F;. 8" ,SAN-! PVC SAN. a J --�---�x �-���.-�----��t�� CM CUBIC METERS PG PAGE SANITARY SEWER CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY J E a 18"RCP S.D. CMS CUBIC METERS PER SECOND PROP PROPOSED AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR OBSTACLES " V7. If required by the local VDOT Residency Office, a pre -construction Q r o a B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5 8 STORM DRAINCBR CALIFORNIACAUFORNIA BEARING RATIO PGL POINT OF GRADE LINE TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES " " conference must be arranged and held by engineer and/or developer with the o N 3/4 AND 1 WATER SERVICES. f C RUNOFF COEFFICIENT PRC POINT OF REVERSE CURVES BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BOUGHT TO attendance of the contractor, various County agencies, utility companies and m C ' -- ' - --- -� --- -�-- ELECTRIC SERVICE THE OWNERS ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE " VDOT prior to initiation of work. S m 2 L' N � N CN RUNOFF CURVE NUMBER PRELIM PRELIMINARY C. FOR ALL 11 /2 AND 2 WATER SERVICES, THE AUTHORITY .� 2 W EF N � CAN CABLE TELEVISION P&P PLAN AND PROFILE WORK.OF WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY V8. The contractor shall notify the local VDOT Residency Office when work is to o o o^ TELEPHONE SERVICE SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. _ t > `� �' 8 0 C&G CURB AND GUTTER THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT begin or cease for any undetermined length of time. VDOT will also require a N N n a^ ca GAS LINE CH CHORD Q FLOW RATE ASSEMBLY. THE AUTHORITY WILL INSTALL THE ASSEMBLY.; O E 00� 48 hours notice for an inspection. � m � SPOT ELEVATION CHBRG CHORD BEARING 9. THE DESIGN CONSTRUCTION FIELD PRACTICES AND METHODS Y P E L m 1' g ""t + SHALL CONFORM TO THE REQUIREMENTS OF THE VIRGINIA o N c m RGP ROUGH GRADING PLAN D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. V9. The contractor will be responsible for maintaining adequate access to the m r a a UTILITY POLE DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY VIRGINIA. DS DOWN SPOUT R RADIUS project from the adjacent public roadway through construction and SIGN -�-� -�- FAILURE TO COMPLY WITH THESE REQUIREMENTS AND APPROVED PLANS DL DOMESTIC LINE RD ROOF DRAIN � 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION maintenance of a construction entrance in accordance with the Virginia DA DRAINAGE AREA REINF REINFORCED THE PROVISIONS OF THE CONSTRUCTION AND ESCROW AGREEMENTS, OF A NEW LINE: Erosion and Sediment Control Handbook. Section 3.02. Furthermore, access to OR THE PERMIT, SHALL BE DEEMED A VIOLATION. SANITARY SEWER IDENTIFIER (A) e D DEPTH READ REQUIRED other properties affected by this project shall be maintained through �� A A. THE AUTHORITY SHALL FURNISH ALL MATERIALS AND LABOR construction. The Developer shall have, within the limits of the an DB DEED BOOK RR RAILROAD p project 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF- TO MAKE THE TAP. employee certified by the Department of Conservation and Recreation in 1 DIP DUCTILE IRON PIPE R/W RIGHT OF WAY f°f x. '' ,ti STORM DRAIN IDENTIFIER O WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE Erosion and Sediment Control who shall inspect erosion and siltation control <[ 2 DWG DRAWING RET RETAINING RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUBBASE - "' DI DROP INLET REV REVISION B. THE DEVELOPER/CONTRACTOR MUST; 1) MAKE APPLICATION devices and measures for proper installation and deficiencies immediately z MATERIAL. FOR THE TAP 2 PAY DEPOSIT BEFORE WORK BEGINS); 3 MARK after each rainfall, at least daily during prolonged rainfall, and weekly when EASEMENT IDENTIFIER E D/W DRIVEWAY ) ( ) ) no rainfall, event occurs. CD THE LOCATION OF THE TAP; AND 4 MAKE FINAL PAYMENT WHEN THE U� 0, DRN DISTANCE SCH SCHEDULE 11. LAND CONSERVATION NOTES- MEASURES TO CONTROL EROSION ' WORK IS COMPLETED. j WATER METER DRN DRAINAGE AREA S/W SIDEWALK W ® AND SILTATION SHALL BE PROVIDED PURSUANT TO AND IN V10. Contractor shall ensure adequate drainage is achieved and maintained on the SF SQUARE FEET COMPLIANCE WITH CURRENT STATE AND LOCAL REGULATIONS. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING site during and at the end of construction. 16-1 EA EACH SY SQUARE YARD ----; FIRE HYDRANT HOWEVER, THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE MANHOLE BY CORE DRILLING THE MANHOLE. 4-1 EL ELEVATION STD STANDARD THE DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES V11. All water and sewer lines within existing or proposed VDOT right-of-way are U) C ELEV ELEVATION STIR STRUCTURE WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY to have minimum 36" cover and when possible shall be installed under z �-+ O 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR F� C; w�_ r STREET LIGHT • --® ELEC ELECTRIC SAN SANITARY ORDINANCE ENACTED BY FREDERICK COUNTY. RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. roc,Jway drainage facilities at conflict points. O_ I�/I U ENGR ENGINEER SEW SEWER THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A ~ �'3� EP EDGE OF PAVEMENT SBL SOUTH BOUND LANE 12. EROSION AND SILTATION CONTROL SHALL BE PROVIDED WHERE REMOTE READOUT IS REQUIRED. V12. Any unusual subsurface conditions encountered during the course of Q Q U VEHICLES PER DAY F_­VPD___'> EQUIP EQUIPMENT STM STORM NECESSARY PRIOR TO CLEARING, GRADING AND CONSTRUCTION. construction shall be immediately brought to the attention of the engineer and W _ ESMT EASEMENT SD SIGHT DISTANCE 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE VD'`T. Work shall cease in that vicinity until an adequate design can be � 0_ 13. NO BLASTING SHALL BE PERMITTED WITHIN .?.5 OF EXISTING determined b the engineer and approved b VDOT. 03 �' E RATE OF SUPER ELEVATION SEC SECTION BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS y g PP Y � UTILITIES LINE OR STRUCTURES. BLASTING TO BE EXTENDED TO 25 m TEST Pllf LOCATION ® ES END SECTION SPEC SPECIFICATIONS REQUIRED. 'THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 Q ry BEYOND PROPOSED STRUCTURES IF CONDITIONS WARRANT FUTURE V13. All fill areas borrow material and undercut areas shall be inspected an EW END WALL OR 1047. A REMOTE READOUT IS REQUIRED. p U� V- EXTENTIONS. approved by VDOT representative prior to placement and fill. Where CBR Q EX EXISTING TB TEST BORING tesL-in is required, a VDOT representative rn SLOPES TO BE STABILIZED PURSUANT TO VIRGINIA EBL EAST BOUND LANE TH TEST HOLE 9 q p sentative shall be present to insure the z EROSION AND SEDIMENT CONTROL HANDBOOK 14. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING sample obtained is representative of the location. When soil samples are Q CRITICAL SLOPE ETR EXISTING TO REMAIN TP TEST PIT ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT submitted to private laboratories for testing, the samples shall be clearly - HANDICAP RAMP (CG-12) ETD EXISTING TO BE DEMOLISHED TC TOP OF CURB identified and labeled as belonging to a project, which will be accepted b (n CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT -OF -WAY. 9 9 P j � p Y � ETRP EXISTING TO BE REPLACED TELE TELEPHONE VDOT and that testing shall be conducted according to all applicable VDOT w (n DENOTES LOCATION OF STD VDOT 9 9 PP _ z CG-12 AND/OR JURISDICTIONAL ETRL EXISTING TO BE RELOCATED TW TOP OF WALL standards. STANDARD RAMP CONSTRUCTION � TB TOP OF BANK 15. ADDITIONAL SILITATION AND EROSION CONTROL MEASURES O � � r� SHALL BE INSTALLED AS DIRECTED BY VDOT AND / OR THE z Q J FD FLOOR DRAIN TEMP TEMPORARY INSPECTOR DURING FIELD REVIEW; COSTS ASSOCIATED WITH V14. All roadway fill, base subsurface material and backfill of utility/storm sewer V 1 � Q FF FIRST FINISHED FLOOR TYP TYPICAL ADDITIONAL MEASURES SHALL BE ASSUMED BY THE DEVELOPER. trenches shall be compacted in 6" lifts to 95% of theoretical maximum � < DENOTES CLEAR SIGHT TRIANGLE FIND FOUNDATION Density as determined by AASHTO T-99 Method A, within plus or minus z W FG FINISH GRADE UG UNDERGROUND 16. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. 2% of optimum moisture for the full width of any dedicated street right -of- � � � FH FIRE HYDRANT UGE UNDERGROUND ELECTRIC way. At the direction of VDOT Inspector, density tests performed by a W DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH 17' qualified independent agency shall be conducted as required in the VDOT -I PRE -BLAST FOR FUTURE PIPE INV -� FS FIRE SERVICE UGT UNDERGROUND TELEPHONE ADMINISTRATION RULES AND REGULATIONS. q P g y q E-► Q Road and Bridge Specification. A copy of all tests shall be submitted to FAR FLOOR AREA RATIO UGC UNDERGROUND CABLE Q 0� :2FP FLOOD PLAIN UD UNDERDRAIN 17. THE RIGHT IS SPECIFICALLY RESERVED TO UTILIZE NON- VDOT prior to final VDOT approval. w FPS FEET PER SECOND STRUCTURAL AREAS FOR BORROW PITS CONSISTENT WITH THE V15. VDOT Standard CD and UD under -drains shall be installed where indicated W TREE o FOY FOYER VC VERTICAL CURVE GEOTECHNICAL REQUIREMENTS. on these plans and further where determined necessary by VDOT Inspector. ~� z FT FOOT / FEET VB VERTICAL BEND Q V #1 VF VERTICAL FOOT 18. ALL SURFACED STREETS SHALL BE MAINTAINED IN A CLEAR _ ELE=101.62 GR GUARD RAIL CONDITION; FREE OF DUST, MUD OR SNOW AT ALL TIMES. THE V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the (n BENCHMARK GAR GARAGE W/M WATER MAIN DEVELOPER SHALL PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND G GAS WBL WEST BOUND LANE OTHER EQUIPMENT USING SURFACED STREETS. responsibility of the developer. GFA GROSS FLOOR AREA WM WATER METER WL WATER LINE 19. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRAVES, BURIAL V17. Prior to acceptance by VDOT of any streets, any required street signage HT HEIGHT WV WATER VALVE GROUNDS OR HISTORICAL SITES LOCATED ON THE SUBJECT PROPERTY. and/or pavement markings must be installed by the developer or at HGL HYDRAULIC GRADE LINE VDOT'S discretion, by VDOT on an account receivable basis. Stop signs HORZ HORIZONTAL 20. THE APPROVAL OF THESE PLAN IN NO WAY RELIEVE THE DEVELOPER shall be thirty (30) inches tall with high intensity sheeting. The bottom of T 0 OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE The sin shall be six 6 feet above the edge of pavement and the post shall I HC HANDICAP 9 () 9 P P REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY be Installed a minimum of four 4 feet from the edgen HR HAND RAIL �r HP HIGH POINT FREDERICK COUNTY. () of pavement. Sign posts Shall be of a ty pe found on VDOT's approved list. A copy of this list o � HB HORIZONTAL BEND may be obtained from the District Material Section. Contact the local U AUS S. BADER VDOT residency office with any questions regarding sign material and "4 No.025704 3 I RAIN INTENSITY Placement. �� �/ G ID INVERT •� ! !� ��~ IN INCH V18 The sources pnorr must to construction. Copiese to the of all all invoices for list of materials within ssIONAL � INV INVERT any dedicated street right of way must be provided to the local VDOT ' IP IRON PIPE residency office prior to acceptance of the work. Unit and total prices may PLAN STATUS IPF IRON PIPE FOUND may be obscured. IPS IRON PIPE SET 0127 03 PER COMMENTS IE INVERT ELEVATION V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means 03 26 03 REVISED PER COMMENTS of a mechanical spreader. Density will be determined using the density 06 26 03 FOR SIGNATURE JB JUNCTION BOX control strip as specified in VDOT's "Road and Bridge Specifications" JNT JOINT (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to 0 K SIGHT DISTANCE COEFFICIENT the Residency Office. In addition to checking stone depths, A VDOT representative shall be notified and given the opportunity to be present All L LENGTH during the construction and testing of the density control strip. LF LINEAR FEET V20. Asphalt concrete pavement shall be placed in accordance with the latest S LOLINE OF SIGHT LLATERAL edition of VDOT's "Road and Bridge Specifications" (Section 315). DATE DESCRIPTION LP LOW POINT density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform DLF BCG CSB LS LOADING SPACE these tests. A certified copy of the test results shall be provided to the ' NOTES: DESIGN DRAWN CHKD 1. THIS IS A STANDARD SHEET, THEREFORE SOME residency Office. A VDOT representative shall be notified and given the ABBREVIATIONS MAY APPEAR THEREFORE THIS SHEET AND opportunity to be present during the construction and testing of the control SCALE V AS SHOWN strip. NOT BE USED ON THE PROJECT. JOB No.1 g34-01-001 2. CONTACT ENGINEER FOR ABBREVIATIONS USED BUT V21. Approval of these plans shall expire three (3) years from the date of the CD NOT SHOWN ON THIS DRAWING. Approval letter. DATE NOV. 2002 FILE No.1934- E 0 OF 8 SHEET v N/F PERRY PROPER TIES D. B. 468, PG. 201 T.M. 64-((A))-158 ZONE: M 1 USE.- COMMERCIALANDUSTR/AL N IF FERr IAN YV. & IKA TN, R Y'V Al. PERRY l D. B. 3.98, PG. 693 / T.M 64-((A))-157 ZONE: IAA USE.' RESIDENT/AL LONNIE- M. JOHNS, D.B. 628, PC, 444 T A9. 64-((A ))- 757A ZONE: RA "SE RESIDENTIAL Ljj (D C) , L0 0 Ljj 1 N/F EFG INVEST44EN TS D. B. 968, PG. J52 TM. 64-((A))-153 ZONE RA 1 USE: RESIDENTIAL / THIS ENTRANCE WILL BE ABANDONI AT THE TIME OF COMPLETION OF CONSTRUCTION OF PARKING LOT IN THIS AREA. WORK WILL OCCUR SIMULTANEOUS WITH ARBOR COURT CONSTRUCTION. TYPICAL 3' WDE TURN D0104 CURB. PG4 %'/RtP-RAP N/F WINCHESTER WOODWORKING CORP. INST. # 02o018576 T M. 64-((A))-8oD ZONED: MI USE.- VACANT Nl\ go 'fib {} # ' , I : `' -.._ ¢ - z 4 N/F w'x P�.UG 98 T D c 9� WINCHINDUSTRIALter` EMPORARY AVEt�ENT 70 t ; ESTER r11 , rr • EVE S HAMMER HEAD_` INS7. # OOOJJ22 PARK L L. C. / SERVE A ! + , P t <R T.M. 64-((A))-81A s LOT 10 �= j ZONE.- I -" J USE. COMMERCIAL/INDUSTRIAL N,/F_- - ! RGR. I r L.L.C. s f '?,r'u s {j. ° 1 ( f; t INST; �# 020004455 -. lye ; ' µj' t �SNR SE J 7)V' 64-((A))-80L r f CK f= _ I ( s ZONE,M1 {' ' 1 I (USE.• VACANT f . r �,' ,' ,! en �` `n N� ICHAR T.Ivf, _Cvt 7 L ONE- 'w 03 �A cll�i. 1 �s d i r LEGEND KEYED NOTES.• 1Q"NO PARKING -FIRE LANE" SIGN SIGNAGE NO TES: 1. FREESTANDING SIGNS ARE SUBJECT TO A 10' SETBACK. 2. FREESTANDING SIGNS ARE SUBJECT TO 50' INTERSPACING. 3. FREESTANDING SIGNS SHALL NOT EXCEED 100 SF IN SIGN AREA 4. WALL MOUNTED SIGNS SHALL NOT EXCEED 20% OF THE WALL SURFACE AREA OR 200 SF, WHICHEVER IS LESS. GENERAL NOTES 1. OUT DOOR LIGHTING TO BE SHOE BOX TYPE AND SHALL BE ATTACHED TO THE BUILDING. 2. COORDINATION OF ALL CRANE OPERATIONS MUST BE MADE WITH DAVD FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, TWENTY FOUR HOURS IN ADVANCE. 3. OUTSIDE BURNING IS PROHIBITED. 4. CONSTRUCTION OF ARBOR COURT MUST BE COMPLETED BEFORE A LAND DISTURBANCE PERMIT WILL BE ISSUED. 5. ALL ELEVATIONS ARE BASED UPON A BENCHMARK WITH AN ASSUMED ELEVATION OF 100. MSL ELEVATION MAY BE OBTAINED BY ADDING 596 FEET TO ELEVATION SHOWN. 6. PROVIDE STANDARD VDOT STOP SIGN AT ENTRANCES 7. GG-12 CURB RAMPS SHALL BE PLACED AT ALL ENTRANCES COORDINATE FINAL LOCATION WITH INSPECTOR. LEGEND _ LIGHT PAVEMENT SECTION GRAPHIC SCALE ■ m m IIIIIIIII11Mt ( IN FEET ) 1 inch = 50 ft. IM-1 W � � o o 0 _ N (LS Ch CD _� N = co _ED N C L c�v a`ni "' a`ni 3 c W c o m�N� O_ O O rn CV o x ti E v Cm c � o J C' ;? 0 rn .9 U3 C O E Ca O m o z orf � o F—� 0 Q _U LLJ CZ Of LL- z � W � w E Cf) o Cn r �\ V o f--{ �J L) Q Of CD W � Q C US DE No.025704 `�IONAL LAN STATUS PER COMMENTS REVISED PER COMMENTS REVISED PER FCSA L26 REVISED PER FRED CO PLAN ARBOR COURT REVD REVD PER FRED CO FOR SIGNATURE DATE I DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE H: 1 " = 50' V: N A JOB No- 1934-01 -001 DATE NOV.,2002 FILE No.1934- E 0 SHEET 3 OF 8 N/F PERRY PROPERTIES D. B. 468, PG. 207 TM. 64-((A))-158 ZONE: M1 USE. COMMERCIAL/INDUSTRIAL N/F MAN W. & KA THRYN M, PERRY D. B. 398, PG. 693 T. M, 64-((A))-157 ZONE: RA USE: RESIDEN TIAL N/F LONNIE M. JOHNS, JR. D.B. 628, PG. 444 T.M. 64-((A))-157A ZONE- RA USE,' RESIDENTIAL 1 �t *�•Ii� ...a 0 N � J ' jam.[ Cl} Lu r /F EN TS L. L. C, ((A)) f 553 RA IDEN TIAL ROBERT C. TULLIUS, TRUSTEE ` I ; R08ERT C. TULLIUS, TRUSTEE TM. 64-((A))-80H , T M. 64-((A)}-8JC ^ c } D. B. 536, PG. 828 i } 1 °v�Ff ` z D.B. 519, PG. 322 �,�- '��<=.'�'-.< `. �:.k ZONE.' M/ USE.• MANUFACTURING � E ZONE- M1 USE-- MANUFACTURING �? i �~ ` >�•-y.. Y ^ X. 'Ni .•_.:,_ ?^ L:.� !.y -�.! ZM. ( ,^y, ' (`• •.' > At f4 4 _r.. t� ,�%: S`i e.'°.f I ,.� j ..�ii, •..+•.,�i?.. i.J trti ',_ J t ) LI ITS OF DISTURBANCE very =_ i_Lj '`�1, i 1 i ^- �. Y __ ._ �• �' ({{ j ,=.L Ott. ! r i� !; Ni e15-r'_� ''` S - v,+'� :<'sfj i"Yr; :'"''iY 'j `i �' f 1, ~�, r----c,•-�''? •?^-1 sJiti. ___--^ �F �.., l�ti„•. p c F _PROP. SCREENING FENCE PRO, . SCRa_EN{. JGt�CL—>- �r ��� • _ . , -vit �:. THISABANDONED-— ENTRANCE WILL BE ABANDQNED _ _r , ` ;�. �- AT ;HE TJME OFCOMPLETION; i�_ �.�, - __--,==-• ` +___�= � .' ._ �- , f QF � ��"" �.:;�.,:�: �'- �::��.�..:e.Y..� �—� ==--- ,� .� �'�� " - / •::=� _ �.�.-L_.._--' 3 "UC�QN Q� T F t ^'r r :i� L i 7 QQ 1i:�ta 1.�t'oy•! 71 __.y� r�'ti t STN i, PARKING LO t Iftit i' ; ,, i `i,, �', Y. THIS AREA. } 1 a 0 + R 'QRK N'iLL OCCUR '` ' SIMULTANEOUS NIITN ARBOR ! r ` '� GC "Opp r 1 \ C r `` F. AR COURT - - - WTS OF DISTURBANCE x' COs`!STRUCTiON, } , _ - > �. �ti of - ��� _. _ _._ ._ f z_ i, f, U i iQ 2 ./ , ` i CO a FI CE I 1f f f S.C� psRAc;RO! ,�, (� I '•�-.t t ,;. / � i% � � ix,. ; 9 � i::".. t � ' •mil •' l' k C-� _ t ~z-,r O ; ; ;�i� J �J (� ���-, CJ} ff i I C9U t \t? F EROSION AND SEDIMENT CONTROL LEGEND 3.(?s SILT FENCE 3.08 CULVERT INLET PROTECTION SF x x x CIF Z - a . —7 ml mvmxu�lolmp m tt' ' '/ .: N'� v 1;;.. t_�v�t••i{ ' _., r�; N/F GENERAL NOTES: f J ' .�,4"11i : ,:t t< O W I .\ . '}s4°;:�`f# u:; } Oz fy d�.�{ t O QD1ICYINCHESTER WOODWORKING CORP. 1. EROSION AND SEDIMENT CONTROL PLAN IS BASED UPON THE COMPLETION ;tr""� tti, -- � �^• �--_ ;� Q i 14 f Q- iI .. INST. t!+ + , o # 020018576 OF ARBOR COURT. A LAND DISTURBANCE PERMIT WILL NOT BE ISSUED , I L N tt Y + t '� i I t, 21 ' , !; _ , �,. „;,E r �— r._, �/ t4 c\i E, J T M. 64-((A))-$pp UNTIL THE COMPLETION OF ARBOR COURT. CONTRACTOR MAY SUBMITT AN 4�., j-. ggf cx ..� ' ZONED: MI USE. VACANT OVERALL SITE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO RELIEVE A LAND DISURBANCE PERMIT PRIOR TO THE COMPLETION OF ARBOR COURT. J J *• ��4r ! !i ai'�sr't,' � ;x # �`''� a =�.% i i •'`� � � fY I / , _ } z:` • r'r �+ \_,_ . REMOVE EXJRN ENCEj {; a -— --4 "� .J 1� �rtA/ rt- i f i i ` i l+Yti� ��. 4: y ,. . i JY/ ell o j , +.. t� - I f PROP �. ALLIED SYST C' w ='a -� 52 98 + 8 —= {�, :s , ` -�_BREAK RO d -SrftP -- ' _EMS_.Ci RI? 8 8�/p)L ag `.{ _ �' ^ i� {} C (+ (r�_ - ptNC' 13. Z� 7 r� i S 't^�i..0 �^ % r J � �.� .� '•$ ; � i ( _---OF-I,.ICE-FF=•77. �- , �G 7tJ8 - • ``� f =,E.� i g7 -+Y 1�.�.^(•r �'�r� f-�V' HEIGHT SO h.. )- '- t '\ .s ,:ts„ `.: r; ; Al 64-((A) 80r-� gI p g tom. 1 ` %�` ~ 3 ~I"\ % - �, i✓''- r/.... � e� _ _ a 800 F GEA, .r 't a,� ; 1� f ; ' } .,._� �/X _��,-.T �. GcA USE.• MAONUFACTURINGJ•^�,>"-- j — r t r` ` •. .� '�Q _ a �i -+- ! ;• t L�G,y. . , . ,A �i E o r� � X ` '� f ' C. `?y, j \lS i / J •-�_' It _ h �^- .•• �.'�`4:. t'.t`5 ,: ..,7iJ � r r''' _ ,•.,,,,t.. �, .^` " •_�c_ �- r _ cn (n I r'•t ' ��� `_wf�..._..-.,,_"�^�,�'E�. �E ^'t.. h '---�y_.,• f � <:bYi`% /f ,yf� r`t \j` '+6. 11 .. '-fie �, •��'`` � 4i ....'.� CJ Q � ?3�� 'C � LLJ _r UMITS OF —DISTURBANCE'cy- is t ^i C ,.� '�.\ j{€ i. ,_t-••�..�.. O -D J Ff Sr''r i; r, # .•4`,, {,._.,74••.:...:. "�;`^ f7.`---.�` ^"•'••-.::�,�-'•M-: "'-� . F ' ..� \ I '\ i id �` .__-..._ ': �!J•` w �_____.�; i ! 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'1x4.rt-+w% Y- ...7/s� ,r,..`�i'' _,._.. __ '�±xJ\ x ''. _ r t;7� i '� t �� � -.,, ~ ? iy�e i') ." %A 's',_..._ .s rs' ...�,,.J �`3:'-,-'�•^•-._._-.-.,.-. �': �•'` :':`-�: '�_ W_:�.",:�.,.y�\ �. ,iy `'� jjjj f �, :., f� ( r: e?' \ i � 4 f (? "`� �•' _..,,^1=` i*.�j�,.P??x ^..Y'• ..[ :1.. `' �;�:'.:, (.�%, ._•...... �+ r^..� ��7. �.y.,_-�^r''... ,�'9.^ Sfi t 1 �' /, i, i ;j^ __ y:-:yam'_ c• -� — _� t lt;� 1 i`�. !�+ _ _____�- -- - _._ - - yam, ct. `r�It_• _. '--o... _ _ N i`iJS3•�l,;- °t �a [ ° j r + l . � } � t t � � 1 ' 1 rx : 'a. ` �M `•! ; J i , t , S •f' �� �i'' �1 s'\ � Ij ,">� ` • � ff!?4 f 1 i ! F 1 j `'� � t " •�! ! ,; • � ?.' Lr. j j •, "` ��L— 4 r` .c , l . { zr Fsy� f N F r.1fCt Rj <; �•' ..�.\....._ ...._ -_ f f �• ._.•` j fr„ fl �' ; :' �- f ��t �• 1 • { ; `i �;• L , f ; . 7' •/ t� CHEST / �g fr? ! 1€ t .ti i i' I t f ;rY WN ER INDUSTRIAL PARK 1 _ �r;, s1 :fir ' �+ IN[ # 000133 L.L.C. J� 22 r �, . T.M. 64-((A))-81A ij ^.cam aa, :\ `�,�;;K'i ' ��-r � ` r, ;�- v 4 : '' LOT 70 !`� f `` '; ZONE-7 41 / C / RI ; N F ate. ,,'t's��•.� � �'^ ., 1�G r OMIvIERClAL INDUST AL r- :'�- "" "- i f ,' RG� L.L.C, ��� INS T, # 020004455f _ 64-((A))-80L "' ZONE: M1 - < "USE.' VACANT # La C-0 �+/ 1 : - ,yQ • ..., f�, tL :r � ,`, 1 �' / ,` ��vY'-�w '/ / � � \ l � r'�J k,f t (' .a-. i i t .+�,`� f iCYr'•+a i- f � �- N/F T /'� '�� � ,' 1 f y3'i t { `''-Y- ;•''- ; � - -- � -'� ; � ! � J� `j ��---- �- `- C D. B 944, OPGISAA2 T M. 64-((A))-8t ZONE M 1 USE. VA •Y_`tL F • 7• 1 i ,.�/ \� } `t •`' ` 1, i JJ { `r `"� �� �F- �`,,y f ' �` ^.Y- t -7 LJ\• �`; s 1 .. / 'l 4 f ' r 0 ) �•-_ z '�fi y� ti !f % %' � ; r f` ! ' ; r �,".; jam•` r j • r t` r S , � ^•• h3 �.,r ,;F f ' 1" ! � 7 ; I i N`*, 9!� )• '^�_!v_ +�y 1, `i. � /ii ! � f /, ... m � ,\ t �r' `� t ° t ,, •_`� `t v "� ' czi ` � ) ri �f t' t` � � ' � `4` 7 r � ' J� ,.\ y ( .r f. - •. �� �.•-' I 1t '`� ` / f t 5 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. NOTE: THIS SHEET FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY. C0 z F -0 J JCx E Q r U 0 r` o ( N rn .C.-. U CT •-• CA m CIS M O O C 2 CV cm U m U ^E C en m cc3 m m E cLi W c�i c z o O C d C r O a xx (a m m u- g O 1-4 c 1 0, O z z p-, o U n zO 0 U � t^ LLJ U LLJ z U� Q (E-4 N L L�U in i r^�' ` Q W C)w AUS R No. 5704 I PLAN STATUS 01 27 03 PER COMMENTS 03 26 03 REVISED PER COMMENTS 06/26/03 FOR SIGNATURE DATE DESCRIPTION DLF BCG CSB o DESIGN DRAWN CHKD SCALE H' 1-_50. V: N/A JOB No. 1934-01 —001 DATE NOV.,2002 FILE No.1934- E v d Q SHEET •` OF 8 EROSION AND SEDIMENT CONTROL NARRATIVE DESCRIPTION: THIS PROJECT PROPOSES TO DISTURB APPROXIMATELY 2 ACRES TO CONSTRUCT A PARKING LOT FOR THE EXISTING INDUSTRIAL OPERATIONS AND TO CONSTRUCT A 6000 SF OFFICE BUILDING, BREAK ROOM AND TWO POLE BARN, OPEN STORAGE UNITS. DATES OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE APPROXIMATELY ONE (1) YEAR TO COMPLETE. EXISTING SITE CONDITIONS: THIS SITE IS CURRENTLY OCCUPIED BY ALLIED SYSTEMS, AN INDUSTRIAL USE THAT FABRICATES WALL PANELS FOR USE IN CONSTRUCTING HOUSES. A PARKING LOT IS REQUIRED PER CURRENT ZONING ORDINANCES. ADJACENT AREAS: THIS SITE IS BOUNDED ON ALL SIDES BY INDUSTRIAL PARCELS ZONED M-1. CRITICAL AREAS: THIS SITE DRAINS INTO AN EXISTING SUMP CONDITION ADJACENT TO ROUTE 50. A SEDIMENT BASIN WAS CONSTRUCED WITH THE PLANS FOR ARBOR COURT, PREPARED BY BOWMAN CONSULTING. THIS SEDIMENT BASIN WILL BE CONVERTED TO ACT AS A REGIONAL STORMWATER MANAGEMENT FACILITY FOR THE 3 PARCELS AROUND ARBOR COURT. EROSION AND SEDIMENT CONTROL MEASURES: CONTROL OF EROSION AND SEDIMENTATION FOR THIS SITE SHALL BE ACHIEVED BY INSTALLING THE FOLLOWING: 1. CONSTRUCTION ENTRANCE 2. INLET & OUTLET PROTECTION 3. TEMPORARY SEEDING 4. PERMANENT SEEDING 5. MULCHING MAINTENANCE PROGRAM: THE EROSION AND SEDIMENT CONTROL MEASURES INSTALLED ON THIS SITE SHALL BE MAINTAINED BY PERFORMING THE FOLLOWING: 1. THE SITE SUPERINTENDENT SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGED OR DEFICIENT CONTROLS SHALL BE REPAIRED OR IMPROVED IMMEDIATELY. 2. THE SITE SUPERINTENDENT SHALL INSPECT DAILY THE AREAS OF CONSTRUCTION ACTIVITY TO INSURE EROSION CONTROL EFFECTIVENESS. ADDITIONAL MEASURES SHALL BE INSTALLED IMMEDIATELY WHERE DEFICIENCIES ARE FOUND. 3. PERMANENT EROSION CONTROL MEASURES INCLUDE THE INSTALLATION OF RIP RAP AT STORM SEWER OUTFALLS AND THE ESTABLISHMENT OF GRASS ON EXPOSED SURFACES DISTURBED IN THE CONSTRUCTION PROCESS. 4. SEDIMENT SHALL BE REMOVED FROM ANY TRAPPING DEVICE WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE HEIGHT OF THE TRAPPING DEVICE. THE MATERIAL REMOVED FROM THE TRAPPING DEVICES MAY BE DISPOSED OF BY SPREADING IT ON SITE OR HAULING IT OFF SITE IF NOT SUITABLE FOR FILL. EROSION AND SEDIMENT CONTROL PROGRAM PHASE I 1. HOLD PRE CONSTRUCTION MEETING. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. MUD AND DEBRIS SHALL BE WASHED FROM ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND CONTAINED ON SITE. ALL SEDIMENT LADEN WATER SHALL BE FILTERED BY A TRAPPING DEVICE AS SHOWN ON THE PLAN. 2. INSTALL INLET AND OUTLET PROTECTION DEVICES ON ALL EXISTING STORM SEWER. PHASE 1. ROUGH GRADE THE SITE. 2. FINE GRADE THE SITE, INSTALL ROADWAY SUB BASE AND BASE PAVING. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS IF THE AREA IS TO REMAIN DORMANT FOR MORE THAN (21) DAYS. 3. AFTER APPROVAL BY THE INSPECTOR, REMOVE THE TEMPORARY CONTROL DEVICES AND STABILIZE THE AREAS DISTURBED DURING REMOVAL. NOTE: FREDERICK COUNTY RETAINS THE RIGHT TO ADD TO OR MODIFY THESE EROSION AND SEDIMENT CONTROL MEASURES DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO ENSURE ADEQUATE PROTECTION OF THE PUBLIC AND THE ENVIRONMENT. TEMPORARY STONE 3.02-1 CONSTRUCTION ENTRANCE cE 70' MIN. 5:1 6" MIN. q 0.3' EXISTING PAVEMENT FILTER CLOTH T AT SIDE ELEVATION EXISTING GROUND 70' MIN. WASHRACK B j (OPTIONAL) FILTER CLOTH SECTION A -A 6' - 7" REINFORCED CONCRETE SECTION B-B MOUNTABLE BERM (OPTIONAL) 110, MIN. -EXISTING PAVEMENT 10' MIN. 3" MIN. - 3" MIN. DRAIN SPACE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'Xe 2, STAPLE WIRE FENCING TO THE POSTS. TRENCH LIPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLU iY �G EXTENSION OF FABRIC 1AND WIRE INTO THE TRENCH. FILTER FABRIC OUTLET PROTECTION A4 3do FLAN VILW 3.18-1 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Toll Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn L a Minimum of three (3) up to flue (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. 0% d General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. SECTION A -A - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. FILTER CLOTH KEY IN 6"-9"; RECOMMENDED 150 lbs FOR ENTIRE PERIMETER Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. A - Red Top Grass 2 lbs. A 3do(MIN.) - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. do I 150 lbs PIPE OUTLET TO WELL * Perennial Ryegrass will germinate faster and at lower soil DEFINED CHANNEL temperatures than fescue, thereby providing cover and erosion PLAN VIEW resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as La stated below: March, April through May 15th Annual Rye d May 16th through August 15th Foxtail Millet 0% August 16th through Sept.,Oct. Annual Rye imNovember through February Winter Rye SECTION A -A FILTER CLOTH KEY IN 6"-9" RECOMMENDED *** If Flatpea is used, increase to 30 lbs./acre. All legume seed FOR ENTIRE PERIMETER must be properly inoculated. Weeping Lovegrass may also be NOTES: 1. APRON LINING MAY BE RiPRAP, GROUTED RIPRAP, GABION included in any slope or low-maintance mixtures during warmer BASKET, OR CONCRETE. seeding periods; add 10-20 lbs/acre in mixes. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species (Ibs./acre) Sept. 1 - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) & 50 - 100 Cereal (Winter) Rye (Seca) cereale) Feb. 16 - Apr. 30 Anual Ryegross 60 - 100 (Loliium multi-florum) May 1 - Aug. 31 German Millet 50 (Setaria italica) Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one inch deep. Grasses and legumes shall be planted with no less than 1 /4" soil cover. CULVERT INLET PROTECTION 3 08-2 CULVERT INLET SEDIMENT TRAP SEDIMENT o� STORAGE AREA STORAGE REQUIREMENTS EQUIVALENT TO THAT OF TEMPORARY SEDIMENT P. STD. & SPEC. 3.13 67 C.Y./ACRE WET STORAGE PERSPECTIVE VIEW (BELOW BASE OF STONE) 67 C.Y./ACRE DRY STORAGE AM i : r_ �!+'.r�►�! 1/ Sri /I! .� VDOT #3, #357, OR #5 COARSE AGGREGATE '-CLASS I RIPRAP MAX. SEDIMENT DEPTH VDOT #3, #357, OR #5 (CLEAN OUT POINT) COARSE AGGREGATE AT 1 /2 VOLUME OF WET STORAGE AREA ELEVATION TEMPORARY DIVERSION DIKE 3.09-1 18" MIN. = == == UYYY �--................................... --- -- - --- - -- --- --------- 4.5 MIN. DD O COMPACTED SOIL -- FLOW .6 J J L]. Q U p 0 co C'3 N 6 9 C3 o� _ m S c c N .C-.. 5 y tz U ED N n u2 c 8 2 V3 N 0 UmUm «n N Ca 3 U c in in cn o - o co E Lu 3 c, c� C0 m§r3: a u_ Q V) z J W W � C) T v } p z 4-1 F- Q 0 ~ Q Ury _ Q � z ty- LL_ P U z O W rz C/) I- �, C:)W T& V1 0 Q 171111 � V 1 LLJ V) U) CD :�i z - O� rQ W a w W � _ U US S. BADER 9 N0. 25 04 �I4NAL PLAN STATUS 01 27 03 PER COMMENTS 03 26 03 REVISED PER COMMENTS 06/26/03 FOR SIGNATURE DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE V. AS SHOWN JOB No- 1934-01-001 DATE NOV.,2002 FILE No.1934- SHEET OF 8 C O s E C � r ` T .I REMOVE FX'S I��G Ef�'`�TRA,NC-� , E f I ! 1 L_ t %/' op -`OIL AND D D 'fSEg f: t 104 -Z gal IS E f TR o —_ __ - _ ____ _ ANCE Ifr E BE ABAN � � � r TIME 0' COMPLETIONAT THP OF a c12 z J ! r �f�)\} AAA j {Jfj''{\�� )j\/'"�,` i t i I / ,"� :i - ? '/ t i •. i ! J a / /(/ !- # l ' '.r ` ''.. C -1 t _ . �f i f �;' i i •' - .ram.y C V � V Ti l � V T � i i 7 t � r � � { I � 1 '; }.. ,•if p� i - / / l { r/ 1/ ! / �"� 1 O N OF PARKING LOT _,. \\ IN � q rs•.'� •.-�_.' -- `� - .ter .r' i P A / 7 } l u•. ' I^ 1 f :}'?1 : 1 '?1 . p /' t y r THIS T y v� , r "� I ! 1 � / 1 / : r� , 7` +"�f, <�aE � i� r r' 1 F }%�"r � :� ii l! y- I - _ � _ I S AREA. WORK i = { r :. r,r z.� s� » -__.�. r_._� w� ��..:_ �:. v•~,_... T. �VI�� OCCUR i yf?`, �� � / 2,SM 6 i r � l r .--� _ ���, .�...�_._. 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( i y• f,%' "� - i i ,.y 't. _ `\ !f� ! j I 4 } j /� ! f � % � ` � �,.'^`�'„ i . 4• ; :..i„M�' ..,,.....,«,>,...,......,K � : ` `�ti4-,,.".•,,.''"''`°`..,,,_ ..,,,, ..,.� k4� � / l �' ) ..�.. .---"" fir. � ` j ...` .�a - �? / r �: ,� C 7 �•`3 +r.,� j t ) ; ,i/ .,af �r�r r•^ �.:,� �' .?,,x.�� .••••sue.,.:.;, ,,,y ro..,„,., "--��"`-.,,..,,, `<` `'_``.. i �� / ,�• ���77�j��JJJJ._.i. �-•- .. ..,y-. ,_ • r• - '"`",• •� .��.r°�. �.•` �„�,,�r � �/i f � t ,� � # �.. � jj j. i P/^% �' �.� - L' 7 % '° r .+^ I'E:.. r •p" „_,y ( i` j '`,'4 --�:L, i'•-w :, '.� J / rry-r ( ; �r ! ri ,��-,? '-" '�-a � F, f ( / `� t ! �� � •//��'`^'�,. f C `.•,,..._��-, � ''�^; S �� �` .9 � �'1 i r-•. - � r' t--- / - �/'�� f � _.r-�s'` i ..� , - '�•M�'.s`°,�" �.°^ o- 1 r� \^ ..-�_ v \ `{ �\ �..__ �...,� f� l�`� ----_,_..._. i `'\ _ t'_ 1 J- , •�^ .' - "�cr,• / i •` ys f _ �" 1JJ � � _ '- _...�-•°`.•--^'`-r :` ` � 1 i� � 't- _ !� i .`J •.J i 4 L.._ � i It CL S S. BADER i j4i r ; 1 ? ; /j f e 7• i l ' `+�. `� ``' .C.�`' - -- .�, •••.4 , _ ,l _ O,� i r i j 1' /+ r i f �...,e1, ; •. ! _ •--'-_•_ t ! �r r . /.", t=•: �a"�•.. O LANDSCAPE SCHEDULE: NAL PLAN STATUS 0 ABR. QTY. BOTANICAL NAME COMMON NAME SIZE (MIN.) SPACING CONT. REMARKS `-- — e 01 27 03 PER COMMENTS SM 9 Acer sacharinum SUGAR MAPLE 2" CAL. AS SHOWN B&B { REVISED PER COMMENTS H 63 Ilex crenata "Green Lustre" GREEN LUSTRE 2" CAL. AS SHOWN B&B 06 26 03 FOR SIGNATURE � .�..�• s ;'�- � .r•' ,�" _ w_ _. _____ -- - - ....,� JAPANESE HOLLY '_- -- _.` -y �`�--� 0 2" CAL. AS SHOWN B&B WH 14 Crateagus phaenopyrum WASHINGTON HAWTHORN N ! Ljj LANDSCAPE PLANTING TABULATIONS: PERIMETER PARKING LOT PLANTINGS: LLJ ! s /- ` t DATE DESCRIPTION r ; /, , j •--, -.r REQUIRED: 5 TREES (1 TREE PER 40 LF) LF OF PERIMITER PARKING LOT: 625 DLF BCG CSB PROPOSED PERIMETER PLANTINGS: 16 TREES DESIGN DRAWN CHKD Q' r ..1' ' t F:, s f- \.\` `` SCALE V: N A 0 1 of i t f _ INTERIOR PARKING LOT PLANTINGS: I r ,t�• `� ,� i ! it JOB No.1934-01-001 i i r t r'20 REQUIRED: PARKING TREES (1ATREEGPERTi0 PARKING TOTAL PAR G WITHIN PARKING LOT: 70 SPACES .•2 DATE NOV 002 � t • FILE No. ;SC, 1 =ZO PROPOSED INTERIOR PLANTINGS: 7 TREESLij 1934— r } I f 7 { f r i ; f ,7 c � L- a'; I: (1. ,,,,`•,_ T°y ! i j i • ..�. { i _ NOTE. THIS SHEET FOR LANDSCAPE PURPOSES ONLY. 6 OF 8 i 11 t c—t �' I i t ; SHEET lei F4 --_--.•-•� •-+m.+.e.a+any.n-arw,sbu.i�6.rwx.,v..,.w�..emmae..:.v.;•,'.•.� �wa.+nua� au-ea7•mxuwsea.,s.w.w.w.w..>u^ewa.o„+E...�..e:.o.�earawx+.i,.o^�... �.,..�e, ........_.... -..-:.�xrra::- -w_ Mr[..,.a��z er�;�^�"�"` �n>�eoxvaun.+<.�,a..�...-.•.•..-.nae...:.�r.�=m4• _.__.. __,___. .-._._.�.`� _.%.;.�•� ^� ' ! / +••rye'" pf r 1 �- / t 1 ail / PLANTING SPECIFICATIONS PLANTING NOTES: 1. QUALITY ASSURANCE: A. LANDSCAPE PLANTING AND RELATED WORK SHALL BE PERFORMED BY A FIRM WITH A MINIMUM OF FIVE YEARS EXPERIENCE SPECIALIZING IN THIS TYPE AND SCALE OF WORK. B. APPLICABLE SPECIFICATIONS AND STANDARDS: FREDERICK COUNTY ZONING ORDINANCE, AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION. AMERICAN ASSOCIATION OF NURSERYMEN LANDSCAPE SPECIFICATION GUIDELINES FOR BALTIMORE WASHINGTON METROPOLITAN AREAS, LATEST EDITION, LANDSCAPE CONTRACTORS ASSOCIATION. 2 SUBMITTALS: SUBMIT THE FOLLOWING TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK: COPIES OF MANUFACTURER'S DATA FOR ALL MATERIALS REQUIRED. SAMPLES OF REQUIRED MULCH MATERIAL. CHEMICAL AND MECHANICAL ANALYSIS AND SAMPLES OF ALL EXISTING SOIL, TOPSOIL, ORGANIC MATTER AND SOIL MIX TO BE USED. PLANTING SCHEDULE SHOWING THE DATES (EARLIEST AND LATEST) PROPOSED FOR EACH TYPE OF PLANT SPECIFIED, SCHEDULE EACH TYPE OF PLANTING WITHIN THE NORMAL PLANTING SEASONS FOR SUCH WORK. INCLUDE REQUESTS FOR ANY PROPOSED CHANGES IN THE APPROVED PLANTING SEASON AND A LIST OF PROPOSED SOURCES FOR ALL PLANT MATERIALS. LIST OF PROPOSED SOURCES FOR ALL PLANT MATERIAL. 3. DELIVERY, STORAGE AND HANDLING: A. DELIVER PACKAGED MATERIALS IN MANUFACTURER'S UNOPENED CONTAINERS OR BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE, WEIGHT, AND ANALYSIS. STORE PACKAGED MATERIALS IN SUCH A MANNER AS TO PREVENT DAMAGE OR INTRUSION OF FOREIGN MATTER. B. DIG BALLED AND BURLAPPED (B& B) PLANTS WITH FIRM, NATURAL BALLS OF EARTH, OF A DIAMETER NOT LESS THAN THAT SHOWN ON THE PLANT LIST NOR LESS THAN RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK, AND OF SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. B&B PLANTS WILL NOT BE ACCEPTED IF THE BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATION. C. DELIVER TREES AND SHRUBS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. DO NOT BEND, BIND, OR TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DAMAGE BARK, BREAK BRANCHES OR DESTROY NATURAL SHAPE. IF PLANTING IS DELAYED MORE THAN 6 HOURS AFTER DELIVERY, SET TREES AND SHRUBS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST BY HEELING -IN BARE ROOT STOCK AND COVERING PLANT BALLS WITH SOIL, PEAT MOSS OR OTHER ACCEPTABLE MATERIAL FOR BALLED STOCK. PLANTS SHALL BE KEPT WELL WATERED AND SHALL NOT REMAIN UNPLANTED FOR LONGER THAN TEN (10) DAYS AFTER DELIVERY. D. PLANTS SHALL BE LIFTED AND HANDLED FROM THE BOTTOM OF THE BALL ONLY. E. DO NOT REMOVE CONTAINER -GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 4. BEFORE PLANTING, DETERMINE THAT AREAS TO RECEIVE PLANT MATERIAL HAVE ADEQUATE SUBDRAINAGE. A. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DRAINAGE TESTS AS NECESSARY TO IDENTIFY ANY PROBLEMS PRIOR TO BEGINNING PLANTING OPERATIONS. UPON COMMENCEMENT OF PLANTING OPERATIONS THE LANDSCAPE CONTRACTOR ASSUMES RESPONSIBILITY FOR SOIL CONDITIONS. B. DIG PLANTING PITS TO FULL DEPTH AND DIMENSIONS INDICATED ON DRAWINGS. C. AT BOTTOM OF PLANTING PIT, EXCAVATE RECTANGULAR PIT 12 INCHES BY 12 INCHES BY 18 INCHES DEEP. QUICKLY POUR WATER INTO SMALL PIT TO A DEPTH OF 6 INCHES (APPROXIMATELY 3-3 3/4 GALLON). NOTE TIME REQUIRED FOR WATER TO BE COMPLETELY ABSORBED. DIVIDE TIME NOTED BY 6 TO ACHIEVE AVERAGE RATE OF ABSORPTION FOR 1 INCH OF WATER. WHERE RATE OF ABSORPTION EXCEEDS 60 MINUTES PER INCH, NOTIFY OWNER IMMEDIATELY FOR DIRECTIONS ON HOW TO PROCEED. 5. PLANTING SHALL BE DONE ONLY WITHIN THE FOLLOWING DATES EXCEPT AS APPROVED BY OWNER. A. DECIDUOUS TREES AND SHRUBS: MARCH 1 TO MAY 31 AND OCTOBER 15 TO DECEMBER 15. B. EVERGREEN TREES, SHRUBS AND VINES: MARCH 1 TO MAY 31 AND SEPTEMBER 1 TO NOVEMBER 15. 6. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF 1 YEAR FROM THE DATE FINAL ACCEPTANCE TO BE IN GOOD, HEALTHY AND FLOURISHING CONDITION. 7. MATERIALS FOR PLANTING: A. MULCH SHALL BE DOUBLE SHREDDED HARDWOOD BARK. SUBMIT SAMPLE FOR APPROVAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE FROM FOREIGN MATTER. B. LEAF COMPOST SHALL BE SCREENED AND FREE OF TRASH. C. COIR MESH (GEO-TEXTILE BLANKET) SHALL BE NATURAL FIBER GEO-TEXTILE WOVEN MESH COMPOSED OF 100% COIR (SPUN FROM COCONUT FIBER) YARN, CONTAINING 45% LIGNIN AND 55% CELLULOSE. OPENING IN THE MESH SHALL BE 1 INCH SQUARE (NOMINAL) BY .3 INCHES THICK. YARN COUNT PER YARD SHALL BE 42 WARP X 37 WEFT. FABRIC TENSILE STRENGTH SHALL BE 432 LB/FT X 138LB/FT D. TWELVE -INCH HARDWOOD STAKES SHALL BE ECO-STAKES BY NORTH AMERICAN GREEN OR EQUAL. E. FERTILIZER SHALL BE COMMERCIAL FERTILIZER FOR ORNAMENTAL TREES, SHRUBS AND GROUND COVER. FERTILIZER SHALL BE PROVIDED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOIL TESTS. AS A BASIS FOR BIDDING, CONTRACTORS SHALL ASSUME A FERTILIZER WITH AN ANALYSIS OF 10% NITROGEN, 6% PHOSPHORUS AND 4% POTASSIUM. THIS FERTILIZER SHALL BE GRANULAR WITH A MINIMUM OF 50% OF THE TOTAL NITROGEN IN ORGANIC FORM. F. TOPSOIL: IF REQUIRED; SHALL BE A FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN COMPOSITION, FREE OF STONES, LUMPS, PLANTS AND THEIR ROOT DEBRIS AND OTHER EXTRANEOUS MATTER OF 1" IN DIAMETER, AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 6.0 TO 6.5, WITH A PH RANGE OF 5.0 TO 5.5 FOR PLANTS REQUIRING ACID SOILS. CONTRACTOR SHALL HAVE SOIL TESTED AT AN APPROVED AGRICULTURAL LABORATORY, AND SUBMIT RESULTS AND RECOMMENDATIONS FOR ACCEPTANCE BY THE OWNER BEFORE PROVIDING TOPSOIL FOR USE. G. COMPOSTED PINE BARK FINES SHALL BE APPROVED COMPOSTED GROUND PINE BARK, HAVING NO PARTICLE WITH A DIMENSION GREATER THAN 3/4 INCH. H. SOIL MIX SHALL CONSIST OF 3/4 EXISTING SOIL AND 1/4 COMPOSTED PINE BARK FINES OR OTHER APPROVED ORGANIC MATTER, BY VOLUME. 8. PLANT MATERIALS (REFER TO THE PLANT LIST ON THE DRAWINGS FOR SPECIFIC TYPES AND QUANTITIES OF PLANTS): A. PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. PLANTS SHALL EITHER BE OBTAINED FROM LOCAL NURSERIES AND/OR OTHERS, WHICH HAVE SOIL (HEAVY CLAY) AND CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. PLANT MATERIAL GROWN IN SANDY, WELL -DRAINED SOIL WILL NOT BE APPROVED FOR THIS PROJECT. B. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY AND UNLESS SPECIFICALLY NOTED OTHERWISE, ALL PLANTS SHALL BE OF SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, SYMMETRICAL, TIGHTLY -KNIT PLANTS, SO TRAINED OR FAVORED IN THEIR DEVELOPMENT AND APPEARANCE AS TO BE UNQUESTIONABLY AND OUTSTANDINGLY SUPERIOR IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. C. PLANTS SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF, FREE OF DISEASE, INSECT PESTS, EGGS OR LARVAE AND SHALL HAVE HEALTHY, WELL -DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR ANY CONDITIONS THAT WOULD PREVENT THRIVING HEALTH AND THE DESIRED APPEARANCE. D. TREES, WHICH HAVE A DAMAGED OR CROOKED LEADER, OR MULTIPLE LEADERS, UNLESS SPECIFIED IN THE PLANT LIST, WILL BE REJECTED. TREES WITH ABRASION OF THE BARK, SUN SCALD, DISFIGURING KNOTS, OR PRUNING CUTS MORE THAN 1 1 /4 INCH DIAMETER WHICH HAVE NOT COMPLETELY CALLUSED, WILL BE REJECTED. 9. PLANTS SHALL CONFORM TO MEASUREMENTS SPECIFIED IN THE PLANT SCHEDULES EXCEPT THAT PLANTS LARGER THAN SPECIFIED MAY BE USED IF ACCEPTABLE TO THE LANDSCAPE ARCHITECT. USE OF SUCH PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF LARGER PLANTS ARE ACCEPTED, THE ROOT BALL SHALL BE SIZED FOR THE LARGER PLANT. B. CALIPER MEASUREMENT: SHALL BE TAKEN AT A POINT ON THE TRUNK 6 INCHES ABOVE NATURAL GROUND LINE FOR TREES UP TO 4 INCHES DIAMETER, AND AT A POINT 12 INCHES ABOVE THE NATURAL GROUND LINE FOR TREES OVER 4 INCHES DIAMETER. C. PLANTS SHALL BE MEASURED WHEN BRANCHES ARE IN THE NORMAL POSITION. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO THE MAIN BODY OF THE PLANT AND NOT FROM BRANCH TIP TO TIP. 10. PREPARATION OF AREAS FOR PLANTING: A. STAKE OUT ALL PLANT MATERIAL BEDS AND TREE LOCATIONS FOR APPROVAL OF LANDSCAPE ARCHITECT PRIOR TO ANY BED PREPARATION. B. SHRUBS, SHRUB BEDS AND HEDGES ON SLOPES OF 1:3 OR LESS: LOOSEN SOIL IN THE AREA OF ENTIRE PLANT BED OR HEDGEROW TO A DEPTH OF 6 INCHES MINIMUM WITH A ROTOTILLER. ADD SOIL AMENDMENTS AND ROTOTILL AGAIN TO A DEPTH OF 6 INCHES. EXCAVATE PLANT PIT AND HEDGE TRENCHES A MINIMUM OF 12 INCHES WIDER THAN THE ROOT BALL OR BARE ROOT ON ALL SIDES. THE DEPTH SHALL BE SUFFICIENT TO ALLOW SHRUB TO SIT 2 INCHES ABOVE FINISHED GRADE. C. SHRUB BEDS ON SLOPES OF GREATER THAN 3:1: AMEND SOIL AS ABOVE. SPREAD COIR MESH ACROSS ENTIRE AREA OF SHRUB BED IN STEEP SLOPE AREA PER MANUFACTURER'S SPECIFICATIONS. EXCAVATE PLANT PIT THROUGH COIR MESH A MINIMUM OF 12 INCHES WIDER THAN THE ROOT BALL OR BARE ROOT ON ALL SIDES. THE DEPTH SHALL BE SUFFICIENT TO ALLOW SHRUB TO SIT 2 INCHES ABOVE FINISHED GRADE. D. GROUND COVERS AND SEASONAL PLANTINGS: LOOSEN SOIL TO A DEPTH OF 6 INCHES MINIMUM WITH A ROTOTILLER. ADD AMENDMENTS TO THE SOIL AND/OR SPECIFIED PLANTING SOIL MIX AND ROTOTILL AGAIN TO A DEPTH OF 6". INSTALL PLANTS DIRECTLY INTO PREPARED BED, AND FIRM THE SOIL MIX AROUND THEM. E. GROUNDCOVER ON SLOPES OF GREATER THAN 3:1: AMEND SOIL AS ABOVE OR BY HAND AS REQUIRED. SPREAD LEAF COMPOST TO 2 INCHES IN DEPTH IMMEDIATELY PRIOR TO PLACING COIR MESH. SPREAD COIR MESH ACROSS ENTIRE AREA OF GROUNDCOVER BED IN STEEP SLOPE AREA PER MANUFACTURER'S SPECIFICATIONS. EACH GROUND COVER SHALL BE PLACED IN AN INDIVIDUAL PLANTING PIT PLANTED THROUGH THE BIODEGRADABLE NETTING. f. TREES: EXCAVATE PLANT PIT WALLS VERTICAL AND SCARIFY SIDES. PLANT PIT DEPTH SHALL BE SUFFICIENT TO ALLOW 2 INCH MAXIMUM OF ROOT BALL TO BE ABOVE FINISHED GRADE. TREE PIT SHALL BE 12 INCHES WIDER THAN THE BALL ON ALL SIDES. 11. EROSION CONTROL MATERIAL AND PLANTING ON STEEP SLOPES A. MATERIAL MEETING THE REQUIREMENTS OF THE SPECIFICATION SHALL BE INSTALLED AND MAINTAINED ON THE DESIGNATED AREAS AS SHOWN AND SPECIFIED. THE AREAS TO BE COVERED SHALL BE PREPARED AND FERTILIZED AS SPECIFIED BEFORE THE EROSION MATERIAL IS PLACED. IMMEDIATELY PRIOR TO THE PLANTING OPERATIONS, THE MATERIAL SHALL BE LAID EVENLY, SMOOTHLY AND IN CONTACT WITH THE SOIL THROUGHOUT. B. LAY EROSION CONTROL MATERIALS WITH ONE INCH NOMINAL OPENINGS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. UNROLL IN DIRECTION OF WATER FLOW. OVERLAP SHEETS BY AT LEAST 6 INCHES, WHERE STRIPS ARE TO BE SPLICED LENGTHWISE, OVERLAP STRIPS BY 8 INCHES. UPGRADE SECTION SHALL BE ON TOP OF ALL SPLICES. C. THE CONTRACTOR SHALL MAINTAIN AND PROTECT THE EROSION CONTROL MATERIAL UNTIL THE FINAL INSPECTION. MAINTENANCE SHALL CONSIST OF REPAIRS MADE NECESSARY BY EROSION, WIND OR ANY OTHER CAUSE. FOLLOWING THE RESTORATION OF DAMAGED AREAS UNDER PLANT AND TURF GUARANTEE AND ESTABLISHMENT REQUIREMENTS FOR APPLICABLE UNDERLYING ITEMS; THE EROSION CONTROL MATERIAL SHALL BE I" 'PAIRED OR REPLACED TO MEET THE ORIGINAL REQUIREMENTS AND MAINTAINED UNTIL THE FINAL INSPECTION. 12. GENERAL PLANT INSTALLATION: A. EXCAVATION: EXCAVATE ALL TREE PITS AND PLANTING AREAS TO THE WIDTH AND DEPTH SHOWN IN THE PLANTING DETAILS. B. CENTER PLANT IN PIT AND ORIENT FOR THE BEST VISUAL EFFECT. SET PLANTS PLUMB AND HOLD RIGIDLY IN POSITION UNTIL SOIL HAS BEEN TAMPED FIRMLY AROUND ROOT BALL. C. MIX SOIL AMENDMENTS AND FERTILIZERS WITH EXISTING SOIL IN ACCORDANCE WITH SOIL RECOMMENDATIONS FOR PLANT TYPE, BASED UPON SOIL TEST RESULTS AS APPROVED BY OWNER. DELAY MIXING OF FERTILIZER IF PLANTING WILL NOT OCCUR WITHIN A FEW DAYS. D. BACKFILL PIT WITH PLANTING SOIL MIX AND FERTILIZER, UNTIL TWO-THIRDS FULL. TAMP AND WATER EACH LAYER THOROUGHLY TO SETTLE SOIL. AFTER SOIL SETTLES, FILL PIT WITH REMAINING PLANTING SOIL MIX, WATER AND SHAPE SURFACE SO THAT IT SLOPES TO DRAIN FROM TRUNK AND MATCHES GROUND AT EDGE OF PLANTING PIT. E. MULCH WITHIN 48 HOURS AFTER PLANTING AND AFTER APPLYING THE PRE -EMERGENT HERBICIDE, EXCEPT GROUND COVER AREAS (WHICH SHALL HAVE ORGANIC MATERIAL PLACED BEFORE PLANTING) WITH A 2" LAYER OF MULCH IMMEDIATELY AFTER PLANTING. ALL BED LINES SHALL BE CUT WITH A SMOOTH CONSISTENT EDGE TO A MINIMUM DEPTH OF 3 INCHES. KEEP MULCH OUT OF THE CROWNS OF SHRUBS AND OFF BUILDINGS, SIDEWALKS, LIGHT STANDARDS, AND OTHER STRUCTURES. f. ALL PLANTING AREAS TO CONFORM TO SPECIFIED GRADES AFTER FULL SETTLEMENT HAS OCCURRED AND MULCH HAS BEEN APPLIED. PROVIDE SAUCERS AROUND TREE PITS AS SHOWN ON PLANTING DETAILS. REMOVE ALL TAGS, LABELS, STRINGS, ETC. FROM ALL PLANTS. 13. PERMANENT SEEDING OR SODDING FOR GRASS AREAS: A. LAWN SEED OR SOD VARIETIES SHALL BE AN IMPROVED VARIETY TURF -TYPE TALL FESCUE BLEND. THE LANDSCAPE CONTRACTOR SHALL SELECT FROM VARIETIES APPROVED BY THE MARYLAND OR VIRGINIA DEPARTMENT OF AGRICULTURE. B. REFER TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION EROSION AND SEDIMENT CONTROL GUIDELINES, FOR GUIDELINES, SPECIFICATIONS AND INSTALLATION TECHNIQUES OF SEED AND SOD. 14. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT AND LAWN AREA IS INSTALLED AND SHALL CONTINUE UNTIL 90 DAYS AFTER FINAL ACCEPTANCE OF THE LAST SECTION. IN NOTE: REMOVE ONLY BROKEN BRANCHES, WHILE RETAINING ORIGINAL FORM THREE HARDWOOD STAKES PER TREE WITH RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND BASKET FROM TO 1/3 OF ROOTBALL 2" SHREDDED HARDWOOD MULCH CUT EDGE OF MULCH RING FINISH GRADE COMPACTED PLANTING SOIL MIX PAD OF PLANTING SOIL MIX 95% COMPACT k 12" MIN. TYPICAL DECIDUOUS TREE PLANTING DETAIL 13 T THREE HARDWOOD STAKES PER TREE WITH RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND BASKET FROM TO 1/3 OF ROOTBALL 2" SHREDDED HARDWOOD MULCH CUT EDGE OF MULCH RING FINISH GRADE COMPACTED PLANTING SOIL MIX PAD OF PLANTING SOIL MIX 95% COMPACT I 12" MIN. TYPICAL EVERGREEN TREE PLANTING DETAIL r �J zil -c a J E p G r q 2 2 m C'3 N m 0 c m'� m C N C Y & cm O 'n C 8 2 U UmUm 03 E=W� o co °' a o 3 c c v—i N o m m CL LL. 9 W > r o V :D O W 0 0 LLJ W TP-N 0 U W W ~ 0 0 Q rT� Q V 1 W F-- J (f) � Q WLLJ O W Q ACH OF y CLAUS S. BADER No.025704 O I PLAN STATUS r_ 03 26 03 1 REVISED PER COMMENTS 06/02/03 REYD PER FRED CO v 06/26/03 FOR SIGNATURE DATE DESCRIPTION DLF BCG CSB DESIGN DRAWN CHKD SCALE H: N/A V: JOB No- 1934-01-001 DATE NOV.,2002 FILE No.1934— a SHEET OF 8 ��-.'�II�7:. . I-- � . I . I � �.. ! . I .. . . .:,: y. 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Nam` ,,MT5 CIl`^ EXPOSM ACCREGiAIE SIDEWALK .. /.. _, rXCEEDE�} ST ATtOAF.R GG 7 rS REC7UtEC€: 100 -- - -- ___-_.__ --._.• r-.--.---- -----. --. _._.._._ -------- screw type � .11 , � f _ � ---- -7 , mi _._......._1._ ._..______._._...- _; ( , s r adjustable box 36 min. ? ` sly AOCESSLi aix?xE IS DEFINED AS Ac�Nrlwuous ?t,� - ; ______ -.--.. %�- { L"OBSTRUCTED:STABLE,FIRM AND SLIP RESISTANT 3 sS - .w .....P..,t �. _.,,,. ° .» fn°. � r 4 FAdtuTY' YwAY CaWE WPkD41rD.ENxERE[k A rryy,V r A TANGENT PLAN -\_ - ----.r __.__..._..1-._-. ...,... _----... _ �...... _ .. _ .. 1 .__- - _ .. -._y _- ... _ jI USED BY PERSONS WITH 1ADB9,trY WAIRVtNrS.11 8 ..__.. �..._ ... - - . a _ . - -- .._._ __ ...__ .;. _. - ., .-.... location marker :E ~, $ -� ..._r_ __ _ , . w.M---I,---- , " w ...,... ? ..._ �a _ s •w , e . , t _ �L . � 95 stone valve megalugged NO TES : �,tl } . isI I I . � .7 � a R : p p A �i 1_. _.____ ....__ .. __ r.__. _ _. _..._ ..___ ___ _.......__._ _-- _ TH tcr4 rD u Nsr radN rknr INCORPORATES wit R scew K. w+wvc cag^ arinE� ......� �0 to main ,x rs Q�s es saz DR RUC... _...° .--_.-r.._. ..il _..__._._...,y_. _.._._). ._-..___._._...____.._.. ..._.........z._-----"._.......... __ .----.. __._. rl CROSS*" P YI - a FT, t { . _. _ }A 4 ..>___. .. ° ; , r ? megalugs L �---`- `_ R£CftR4 Ar rQA CiF ct#38 RM - 6nN(afLWd.CtfRB RAhP LEr TN 8 7. 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FTLAC.ET. 7F� D£TEC;AE�f:F YAAR�eIvC SH>akL R6 1}Rt5vg5ED fiY AN & xPi;$EQ At Ca2EGATf: - .d4 - �s � [3 Q. ;,`�q._„_ $ a .___,..,___A____.. - -- _ L__._... - - - .. °°°e°°°°°e°e °°°°°°°°°°° Fir:Y�l: RAMd� SYeAti: NOT EXCEED A Miix?.1EJA4 SI,QFF OF T2=+. r - -. .._ ... _, _._1..._.. _, _..___. _-_. ____. i_ _ 1 d ° ° ° ° ° ° SLOPWI SOES OF CU." RAID VAY PE Pna WC1 4ONO ITHCALLY WITH RAMP FL4'OR i?R:RY IJS HL _...__ t t s Reese ' CA4sswru Rx THE E34TTP;L� fiF 2M8E Ct�RB Aa4p _ .. ._.._ ._.. -._< . ...__.. __ .�... ..3_.._..__ __ °o o°o 3 t _-._.._...... ___...-----.---... ..-_..._. ._- --- f :.-.-: °° (� PEftVraE C#SiActTicJ�k y(SaNr wt7y REOurtEil BARS. _ z z -I �- ....... ° o°o e o°° II 19 _ -...+.._,.-...._�..-- �T�I:� r�Avo€�NsrlauCT�a t°°°°°°°° °°°°e°°°°°°° ._ �1 ..... °°°° °°°° THAT �-�•--.-�..,•,_... 90 ° ° ° ° ° e e ° ° e ° ° ° ;. TYPICAL P C M N T �: RxA� �T.QQR IS r'RFC.AST: HOLE 5 tausr � �Rav DED f•a� L3t7wF.. a>'ws s� rH. ao.ramr>tc FLARFf} r 90 t _ - __ t ° ° ° ° ° ° ° e ° ° ° ° ° ° ° ° ° °°°°°°°°°e°°°° CAL LA , PARALLEL d Sty a� t _ .. °°° °e° °°°°°°°°°°°° °°°°°°°ee°°°° TYPtCA1. P�AENiEIVT s t °°°e ee °°°e°°°°e°°°° r FFR PRECAST R. r CONCRETE +I Z a 2 °°°°e e°°°° °°e°°°°ee°°°. :. _ ee°°°°°°°°°°°°o°o°o°o °°° c STCFS`C.aN 6E CAST 4 PLACE ist.i EMENr Q Ergs r FLOOR. SCRs C al �. t .. °e..". °°°°°e°°°°°°°e°°°° T I r R CTION s" 5rr�6ASI ctiittzsES r*�t�vrCEt a _ .__ .- ._ .__ __ ... .___.. _._. d_ _. i_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °e°o o°o°o°o°o°o o°o°000°o°o°0 0 0 000eaoao ' -. .._ ..-.--'. . ............ _ ..__ _.. ... .._ - r S �. • o o e o 0 0 0 0 0 0 0 0 0 0 o e e o 0 o e o o e o o a�� �.• � .. !'. o 0 0 0 0 SS e°o°o°o°o°e°o .. _ _ G i 4 oeoe00000000 . o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,, o 0 0 0 0°0°0°0°0°0°0°0°0°0°°°°°e°o` o°° oo°00000 � � o00000000peoo I �. _,4 C� °°°°°°°°°°°°ee°pee°°°°°ease°°° °°°° AT II1lTElSEC 14 $FC:ASSA ~ �., 1 I. ° °°°°o°°°°°o°e°°°e°°°°°°°°°°°°� °°o°°°o°°°°° -: °°°°°°°°°°°° ,_.�..b,..M. .. ��f bA: f?Tw tit^ - €.. - - - _ _..--.._ °°°°°°° °°e°e °°°°°°°°°°°°o harp AE __.._._.._...___..... ___..__._._ ._.... _. °°°°°ee°°ee°°°soap°°°°°°°°°e . _ W _..._ 0] ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ... °°°°°°°°°°°°°° °°° °°° ° ° ° V1tiTIIE�€ CRC3 ;S At K L�' eNTER at ONG L?or�l sEs QF rxe' . __..._ ____._. _i ° ° ° ° ° ' °°°°°°°°°°°°° REw*zED r9RRR A1tE' TO .§ x 8 PLACFI3 t'.CFNrFR 1Cl'C t _. - ..._.._ _.._.__ _. _._.__. ° e ° ° °1T'HiN CC3SSvVALK _ tS a�ArT�rvrt+. ;- -- _ _ __.._..x. __..__.. _ _ _...__ I_..._. _ ._.._. -fl - __.. ).. _.- d (- � �. w_--.. 1 (WITH BUFFER STRiP) fLRCk nErbrr+ 01 RPId{' FLOCXr. MIr41FtJM cc>*� of T.l i ovE�a �a 3-..�,w, --- .� �_.......v.. ,,..,••.�-.... _ . l � » t . p , ... w THT AR'A �tAY 8E �CThfCf�ETE 0 li') ' `.. � ... _.._i . _ . ._ .._ _ µ ' _ _ ___ .. _ _ x........ _ _ CO .. 1 _.. �._ �. _.- _ ..-E CURB RAWS WkL � ME ED W PAJD FOR AT THE CONTRACT UtQT PR[MS FOR renVAJL4C CEME#T r� � C T._._ _ _... _.. .4- ... t _....,-,_. . t ._.. ._ . ? ° ° 1 CONOXX E S"WALK MD EXPOSED ACGRECATE "atKWALK. CQMPLETE-IN-PLACE. AT fib: OPTION Cif` THE CONTRACTOR r_ .. _ .. _. TROT S I . n0 _ .. , s r ......_. ._._ -- - ... Y ..... i .. f. _. __ thrust block 18 to 24 t__....... __ --.--- ,____ . __ ___.._. _ _._ _ ___ _._. _ .. _._.. w . _ _. _ I Y _. - I d'iSRH. cL=RB � CUTTER SLOPE iaDrLS ADIACENT TO T4 C:f1FR<'3 RAMP ARE' UJCE.UOED �t PAYMENT __ .__... x x 1 I e ft?R CL RJ3ICk#rB AIM GUTTER. r oU - I _.._ _.. __T.. , - -..... _ N. - -- ._ .... --- i ----- ._ _...... _ _. _.._ ._Y . _.. _ . t ----- --(n. _ . _ ... _ -� T,-------- - 8°x 8°x 16° solid block 85 �` I. ivrrE>4 FIFO [fir CONRVi7rON wtFH s7Ar#�AfaTi CO-3 Jtr iGr7, 7a C446 FACE ON t1 SrAFeCfAI#[@,s _ �-_.. _.._� M-_.. ' ' a W 0 for valves 12" and larger) TO BE ADJUSTED TO MATCH 'HE MGkNTABLF -W' 8 AND CDNFtGLAATI0N 0 _ ..- _-_ �.- - _. __ .-. __ _. ___,.- _.... w- -- - - ( g ) _ _... J- 1.-- € i - CSNfB R.S ARE t�?: BE LCCAtEi} AS SFiQdrN ON rE PcrihS OR AS DTCrEti Sr THE i NGIPIEEF. �._.____.. _.. __ _ __......_ :,..__...._ _....._ ...._ ._..._ THEY: : rt t?E F�Ft[11ttDErS xr rvze�secTlDrls wI�EVErt AN rF}sAaL.E RI�t1TE t Wrrrar Try RIGrIT OF V t -- .__� _ E.....-_ .. - s ._ _ ± .___ ._ - _- _ ---.- ----° , t----::E WAY t,�Ax F IrY � s $ BAR Ens ��F7t 5> � ,$ Ex�g . CG-6 CURB TYP -- ...-_ . �_- .. __....- __-. - Note: this detail is also . ,� f- _ ...._ ..,y} - - - �'- _,.,..w�.q,F.�.,., + : ,,,,pr _......,..`.,� ,,.,,..-,�,,,� r� ¢j ......,� G.,.,...,_ ..;Qb'RDf'0.SEp. � :�i3KFx;57Et1T. 7taEx 9MiSr H LuCATFO �17H€v r�Fi}FSTF#dW CR4S-SW.ii.xS A8 SttO'aM14 9N �*1.AtYS. 1 __R _W (17, .. 4.__...___ - I �' f .. W ___�f.. 1r ___._ __-- .. _ .. z `_. _ _ r____.._ .. _._ �..._ .__.,...._ .._7i jyJ l__.....I _ __ ._.1 used for butterfly valves `� OR AS. OPECTFp 8Y Th£ ENGINEER, AND SHOULD NOT BE LOCATED efr�O alrHaE STOP LINES, zZt° _. _ _ _ _ .... _. _ ._ _ .... o cr_. J __ I GATE VALVE l iAccNAI. VARIATION ;<I�T 4 G"IT P0I._E, EIEIE myORAaNTS. DROP INLETS, ETCH WLL ALSO AFFEC.r PLAI:EMEN1, NOT TO SCALE70 t' - 0,_­­_-­­­­-­­.. 4�1�0 .�._ _ t . _ - r - rf5 am _j _ �. -e �- _.� ► _. �_ .. .� r.w v�__ __,.� ._..� - Y Figure 8 �.� - _ i 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 J E 2 CG-12A CURB (TYPi 1.5"SIN-12.5A SURFACE COURSE o � M N c CA tT m CU .z NOT TO SCALE HEAVY - - 4" BM-25.0 BASE COURSE m •S, N Q = LOT -r = �, - O .- CD a_ N 8 2 C%J PARKING =•a `;.i :'f - ..: -- co t C\1 O 0 \�/\ /\//\�//\�//\�/ /\�//\�// 'll,, __ 8" SUBBASE VDOT STD. GR- 21 A 0 0 0 m , `� E c v,;,,;,\\\\\\\\ PAVEMENT --------- _�;_V; � o o E PROFILE\ \\ SECTION I I I 11 11 11 11 11 11 11 I IE u`°i = oR IN1�� 0 mAT(COMPACTED TO 95% DENSITY o N �9W\/ trench width .. . �/ as required AT OPTIMUM MOISTURE CONTENT E 9 /.1. °... VDOT VTM-1 METHOD) \, 6" dia. Schedule 40 steel °A° "A' grade trench mirnmum � 6' minimum* �/ , . a pipe filled with concrete 3 PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST \ _ and painted yellow \ ° O / t•. t. .. i F TH M I 0 E U GRA U T SUBMITTED F ACTUAL S B DE S UB TTED OR TU L DETERMINATION F I C DETE 0 0 REQUIRED R ED m in x v n limit Q a e e ca atio \ D ;: ch f form o o b and (tYP'.' . PAVEMENT Tl TH P S C THICKNESS RI TCONSTRUCTION. /.f.E ON C ESS OR O T 6a 2' PVMT T SEC Q \, �.. \, \\ • / - \ ■ 0 1■ 0 18 dia i 16 i•. TYPICAL HEAVY PAVEMENT SECTION •c E TION general badcfill concrete `� g / %\ / ```� NOT TO SCALE general badcfill / / / trench bottom W (see note) \ \ /\ \ encasement I .;.... ' .f 3' ate valve gate: valve :>: ::. •:. (see note) . -- .�..., >/\/ /\/\/\/\/\ /\/ . /_ .:::'. '.. / g >r:;.;; : I� >v y;. / %` / / / / / / / undisturbed earth stone bedding �',.�/ <<' . �: ,\ \\.\\.\\,\\<C\,\\ \.�\ & boxes & box f--` / / / F- ::: concrete >\ \, \1 ,\\ n\`� 1 ' .i:: .....* ::::'- : • u TYPICAL SECTION z ........:.'= :::O.D.. �` _, ,-_ � ; :::; ,. ; :: O.D. %� •' _., ,, thrust block TEE, WYE, OR PLUG " C7 8° <>:-:- . ( 8" 8' ...,;;:::........I...... 81 BOLLARD DETAIL 1.5 SM-12.5A SURFACE COURSE F-I - �. t'/ 'I==:::.,.= .:=;:•:=.,� v' In lieu of wood forming the fitting ma be wrapped with *denotes hand excavation LIGHT -� �-+ O \ 9 9 Y PPS \,, ::.:.:.. - .•.:..: -::::: . i concrete a'' ." ',:: ' ' polyethylene, and the concrete poured to completely surround D" = 12 min. for V? and smaller pipe r (]� U ' the fitting and against undisturbed soil. The bearing dimensions " ° " P A VE M E N I _ _ _ _____ _ _ " /' ' . 24' select backfill `�` , ;% '' \'� 24" select backfill 9 9 D' = 18 min. for 12" thru 20 pipe 8 SUBBASE VDOT STD. GR-21 A against undisturbedsoil shall remain as shown. _ \e see note - see note see chart below for A, B C dimensions. Q O \; - \`, / ( ) :%' t ( ' =III=III=III=III=1I III I COMPAC D I- -I 1=III=III= TE suBGRADE `' 6 minimu S E C TI 0 N i=� �_� 1-1 1=1 �� �_� �'-� �1 (COMPACTED TO 95% DENSITY - " direction of setting to be approved prior to installation CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS AT OPTIMUM MOISTURE CONTENT af 6" 11 , .i 6" Pipe Plugs, Wyes & 11 1/4° and 22 1/2' 45' and 90' °P 7)__'. Q' Li_1 O.D. f ` O.D. `,`' ^ �W Dia. Tees Bends Bends VDOT VTM-1 METHOD ('� - \ \, �,C 1/2O.D. P A Q-4 � // ,�, z;; • i s - A B C A B C A B C (f } C/) L� ,1 , ° 6" 1'-0° 0'-9° 1'-0° 0'-9° 0'-9° 0'-9' 1'-3° Q'-9° 1'-9' .: ":f `::'' - �':-, ;,/ as required concrete d 1-6's . xs deep PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST %'\ \':\.�\�ti\\5\ .\ �S\`ES`.�•v. ■ 1 n 1 r ■ 1 n .'b-.'r :.%'?�'��''�'��'������ V i �<\fir\ - \�\ �� -� a 1 I 9-9" 1-3 0'-s° U-s 9-9° 1-6o'-s■ 2-3- OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED � ~ .: ;�- � U 6° 6° to" 1' 6" o'-s° 1' 6" 1'-0° 0'-s° i'3" r-s" 0'-9° 2' 6° PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Lli stone stone 12' VI 1'-W 2'-6' 1'-3" V-0• 1'-6° 2'-0° 1'-0' 3'-0° PVMTSECT Q ^ p. of 2• min. - 6" max. 14" 2'-0" 1'-0" &I 1'�" 1'-0' 1'-6" 2'-6° 1'-0° 4'-0" H t■-+-�i mom(n / / / / /\/\/\/\/ /- \ /\ 16" 2' 3" 1'-0" 3' 6' 1'-6• 1' 0' 2-0° 2'-9° 1'-0' 4' 6" - \ \ \ \ \ \ \ \ \ \ \ \ \ /\ \ \ • CONCRETE ARCH / °°°°° a°°° / _ _ _ _ _ STANDARD, 18 2' 6" 1 3 3 9° 1 6 1 3 2 0° 3-0° 1 3 4 9 \, \ \ 1 1 ■ ° TYPICAL LIGHT PAVEMENT SECTION 0 /� 4' stone //// //�/i. 20° 2'-9° 1 6° 4 0' 1-9° 1-6' 2' 0° 3 3 1-6• 5-0 "`'. NOT TO SCALE Q general baekfill general backfill \�� Screw � - (see note) (see note) j type /1/ adjustable 11 1140 THRU 900 BENDS � W \ ; : / �; \/< valve box \ F-- �. '' minimum on to m mu r^ / n stone be V 1 .i sto e \ \ of 6° above to of base I� P =:= / /< locator marker C� / /\ \.::::.... fittings / °°°ee°o °°e <C . ..............._.......... ..... ■ ....... ■ / c °°°°°°°°°°°°°° °°°°°°°°°°°°°° °°°°°°e",e,e°°° stop® ;:::.;:::.:::. :::. ::....%. ..;. <.::>: ; m in n r h 8 g g° / e bedded co c ate t rust blocks. 8 ;:s ; / S'X4'X4' 8' Fl I �: SLATS, 2 N SH NAIL AT ° ° °°°° ;b! TS, - ............ ............ ..... °°ee° °.°.-.. , °°°°°°° o° °°e°°°e°°°°° / °°°°°°°°°°°°°°e° °eo°e°°°° / _.... .............._. °°R°°°°°e°°° .:.:.:.:... C ........ ....:...... i ° ° ° ° ° ° ° e e e°°°°° °o °°°°°°e°° e9 9 °e°°°e°e°°°° \ \° \ T AN M /` OP D BOTTOM IIIW ° ■ / / \- -\ � , ,;� I II 24 ct Gkfi 1-"�XZ.-""\, - see ba \� 24 se act backfi W�S0. `� \ FITTING SIZE ROD SIZE ZE D ZE NO. RODS EMBEDMENT \e EM E ENT AM T NAIL W 2 BEAMS, OE TOP T `i \ L OS \ n F-� n ` see note) /� cop ote ( ) ( ) \ \ polo \ 12• &LESS 6 2 Z I - 30 14 -2 2 0" 8 36 ,�. \ / lzl�l/X / <C �' n r ston If -e C Co c ate y ••a • 11�11116"00 �,- _/� i 1A 3 .D.g.\ f O \ >, Y / / \ - - / cn M 1 2 .D. •,�� ° \°\ \ °\°\ \ \ °\° \ \ °\ \ Frain Volume ofthru t 1 in u. +� \ \ \ \ \ \ \ \ \ g s bock c d. \ \ \ \ m h i int ec an 'o cal 14" •;� X4"XS' PO STS OSTS / / /� \ size =;� 11-1/4'1 22 2° 45� 90° - \•1 RT1 A B N D �; ` VE C L E S / o \ swivel I with t s e tee '�I. / Y / / \ , / - - - .ia / \r stone ne din 6' 1.3 ,� : � o bed < %; �„� / ,:::' � < '� i .i \ \ 6 branch g //� - - � / 6. 6' /� °000a000000so a o000000a>000eoo/oo� /oo °e�oo/ \/ 8 1.1 2.3 4 -0" concrete concrete /, \\ \\ ,\' \,\ \i\\i\\\i\\i\\i\\\/\\ �`\ \\/�\\/ 10° - - 1.8 3.7 1'25"� � / / THRUST BLOCKS FOR VERTICAL 12' - 1.2 2.8 5.5 NOTES: - UP BENDS SHALL BE THE SAME 14° 0.5 1.7 3.9 7.6 1. PRESERVATIVE STAIN ON ALL WOOD. '`- TH OF �I CONCRETE CRADLE CONCRETE ENCASEMENT FIRE HYDRANT ASSEMBLY AS FOR HORIZONTAL BENDS. 16i 0.9 2.3 5.1 - COLOR TO MATCH INAT OF BLDG. - n o , Oa �� Figure 9 18° 1.4 3.2 6.3 - 1 9 2, FINISHED SIDE OF FENCE SHALL FACE � to NOTE: To be compacted to 95% of ASTM D698 maximum density. 20" 2.2 4.5 7.8 -- ADJOINING PROPERTY, IF APPLICABLE. .. ,�F va U CLAUS S. BADER Y CONCRETE THRUST BLOCKING COMPACTED GRAVEL "`�''` ^�.- Wit; -O No.025704 Figure 2 WOOD FENCE DETAIL o TRENCH &BEDDING Figure 1 FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING ��sslo , � NOT TO SCALE NAL I PLAN STATUS O1 27 03 PER COMMENTS 03 26 03 REVISED PER COMMENTS 04/03/03 REVISED PER FCSA 0 05/06/03 REVISED PER FRED CO PLAN r R 06/26/03 FOR SIGNATURE °, NOTES: 2 . 1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE o n • °. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, o ° '_1• 4000 PSI IF PRECAST. 1'-1 `o a .d . . - ° - 3. COMBMIATtON CUB h GUTTER HAVING A RADIUS • ° 6 -. - , • +• T OF 300 FEET OR LESS )ALONG FACE OF CURB) SHALL c .1 ° - c _ . - ° . - n" BE PAID FOR AS RADIAL COMBINATION CURB do - ° GDTTM DATE DESCRIPTION ° 4, FOR USE VATH STABWZM OPEN -GRADED c DRAINAGE LAYM THE BOTTOM OF THE CURB D LF B C G C S B AND CUTTER SHALL BE CONSTRUCTED PARALLEL I THIS AREA MAY BE CONCRETE TM BOTTOM GF THE CURB AND M THE SLOPE OF SUBBASE COURSES DESIGN DRAWN CHKD AT THE OPTION OF THE CONTRACTOR GUTTER NAY BE CONSTI CTm AND M THE DEPTH OF THE PAVEMENT. PARALLEL TO THE SLOPE OF H- SUBBASE COURSESDEPTH Y°ND£D A 5. THIS CURB MAY BE USED MIEN SCALE �. AS SHOWN I IS MAINTAINED. DESIGN SP® IS 40 MPH OR LESS CN RURAL WMAYS AND 45 MPH OR I LESS IN oeti£LGPID MAN a FAUN JOB No- 1934-01-001 AREAS. IF THESE DESIGN SPEEDS ARE C G - 6 R IXC£FDED STANDARD CG^7 IS REQUIRED. DATE NOV.,2002 FILE No.1934- E 0 ,_ R OF S SHEET 0