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HomeMy WebLinkAbout48-02 RGR, LLC (Annandale Millwork Corp.) - Shawnee - BackfileOWNER RGR, L.L.C. PARCEL IDENTIFICATION NO. TM 64-(A), PARCEL 80L LOT AREA 8.47 AC DISTURBED AREA 8.04 AC CURRENT ZONING M1 CURRENT USE VACANT AND OWNER WINCHESTER INSDUSTRIAL PARK L.L.C. PARCEL IDENTIFICATION NO. TM 64-(A), PARCEL 81 -A LOT AREA 7.2 AC DISTURBED AREA 6.8 AC CURRENT ZONING M1 CURRENT USE VACANT PROPOSED USE : MANUFACTURING/WAREHOUSE BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 35' BUILDING SETBACKS: REQUIRED: FRONT: 75' SIDE: 25' REAR: 25' PROPOSED: FRONT: 77.3' SIDE: 81.79' REAR: 83.98' F.A.R. CALCULATIONS MAXIMUM ALLOWED = 1.0 OR 368,953 SF LOT AREA = 368,953 S.F. EXISTING BLDG. = N/A PROP BUILDING (PHASE 1) = 47,775 SF PROP BUILDING (PHASE II) = 46,060 SF PROP BUILDING (@ BUILDOUT) = 93,835 SF 93,835 S.F. / 368,953 S.F. = 0.254 F.A.R. PARKING CALCULATIONS (BUILDOUT REQUIRED PARKING: MANUFACTURING = 3 SPACES/4 EMPLOYEES 42 EMPLOYEES (3 SPACES/4 EMPLOYEES) = 32 SPACES 32 SPACES REQUIRED PARKING PROVIDED: 32 SPACES HANDICAP SPACES REQUIRED: 2 HANDICAP SPACES PROVIDED = 4 LOADING SPACES REQUIRED = 1 PER 40,000 SF = 3 LOADING SPACES PROVIDED = 10 BUFFER AND SCREENING: PARCEL 64-A-81A REQUIRED: FRONT: EAST SIDE: WEST SIDE: BACK: • o is FRONT: EAST SIDE: WEST SIDE: BACK: PARCEL 64-A-80L REQUIRED: FRONT: EAST SIDE: WEST SIDE: BACK: GM1010 FRONT: EAST SIDE: WEST SIDE: BACK: ACTIVE INACTIVE SCREENING 25' 75' FULL ACTIVE INACTIVE SCREENING - - - 324' FULL --- - - - OPAQUE FENCE ACTIVE INACTIVE SCREENING ACTIVE INACTIVE SCREENING - - - - - - OPAQUE FENCE WINCHESTER INDUSTRIAL PARK CONS TY�UCTION PLANS AND PROFILES SHAWNEE MAGISTERIAL DISTRICT F _PLE -]FJ"' TY ERICK COUN RVIGINIA 2 CITY OF WINCHESTER co A�Zq 0 U 4i { E COS O� 0 PREtipER PLA RT. 655 LNG RD. Rl q�1.,�q._LANE RogO EAST SIDE MH a � Q 0 SITE � Rt. z �6 a Rt WINCHESTER ��0 �� \ AIRPORT q \ �O G� s �� PO s 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' OWNER/DEVELOPER n ALLIED SYSTEMS CORPORATION C/O ROBERT FROCALE 1936 MILLWOOD PIKE WINCHESTER, VA 22602 (540) 665-9600 9 1. COVER SHEET 2. NOTES AND LEGEND 3. SITE PLAN 4. STORM SEWER PI�.uFILES 5. WATERLINE PROFILE AND DETAILS 6. EROSION CONTROL PLAN PHASE I 7. EROSION CONTROL PLAN PHASE II 8. EROSION CONTROL NARRATIVE AND DETAILS 9. LANDSCAPE PLAN AlfD DETAILS 10. SITE CALCULATIONS AND DETAILS APPROVAL BLOCK FREDERICK COUNTY ZONING ADMINISTRATOR: Laa J'J" 06 30103 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. NOTICE REQUIRED CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY UNES 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: ALLEGHENY POWER P.O. BOX 1458 HAGERSTOWN, MD 21741 1-800-654-3317 GAS: SHENANDOAH GAS CO. g �o�Q��� P.O. BOX 2400 WINCHESTER, VA 22604 540-869-1111 008 AppTays 07o O F- J n LI] � J E a n � o U P o a N c� IDD Cl Co Y C N Ncl N O ^ qci�> C7 m ra c�i ~ ccU E w N w CD � cca E o Lu O '� 0 a �( (v LL 1 com�r'3: 9 z U� U > 11-4 O :D O W Q Y 0 W LLJ � L,J = vl W � rz W c) Lli,� O U ® 0 � ►--� � f w � O F- LiJ LLJ v Z Q T (n CLAUS S. BADER v No. 5704 o,� s`SjQNAL Cs 1 PLAN STATUS r 03 25 03 REV. PER COMMENTS J 06 20 03 FOR SIGNATURE Q) Q) J 0 N 0 Q DATE DESCRIPTION '. JTA BCG CSB DESIGN DRAWN CHKD ' SCALE H: AS SHOWN V: JOB No- 1934-01-001 cy U DATE 11 08 02 FILE No. a SHEET 1 OF 10 DESCRIPTION INDEX CONTOUR INTERMEDIATE CONTOUR EDGE OF PAVEMENT 1 CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R PROJECT LIMIT PROPERTY LINE DEPARTING PROPERTY LINE PROPERTY LINE RIGHT-OF-WAY -- - CENTERLINE FLOOD PLAIN CLEARING AND GRADING TREE LINE STREAM OVERLAND RELIEF PATHWAY - - - x - - - - FENCE LINE EASEMENT � ✓_i �'_ v'r.li WATER U N E 'Ex - - : SANITARY SEWER . _SJ1.21 STORM DRAIN --~- ELECTRIC SERVICE ----~~----~ --~- - -� TELEPHONE SERVICE - - -- - - - GAS LINE SPOT ELEVATION ' UTILITY POLE SIGN L., = SANITARY SEWER IDENTIFIER STORM DRAIN IDENTIFIER EASEMENT IDENTIFIER WATER METER FIRE HYDRANT STREET LIGHT VEHICLES PER DAY TEST PIT LOCATION SLOPES TO BE STABILIZED PURSUANT TO VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CRITICAL SLOPE HANDICAP RAMP (CG-12) n- ;. DENOTES LOCATION OF STD VDOT `. - CG-12 AND/OR JURISDICTIONAL STANDARD DAMP CONSTRUCTION DENOTES CLEAR SIGHT TRIANGLE PRE -BLAST FOR FUTURE PIPE INV /10!'TV #1 101.62 BENCHMARK PROPOSED -35- -33 PROP. E/P CG-6 CG-6 8- DIP WA 8" PVC SAN. 18"RCP S.D. +DOvu 0 A O E 00 AGG AGGREGATE MECH AHD AHEAD MH A AREA MI AC ACRE MS ARCH ARCHITECTURAL MSL ASPH ASPHALT MAX ADJ ADJACENT MIN APPROX APPROXIMATE MISC BM BENCHMARK NBL BRG BEARING NA BOC BACK OF CURB N/F BF BASEMENT FLOOR NFA BLDG BUILDING BOV BLOW OFF VALVE OC BRL BUILDING RESTRICTION LINE OD BW BOTTOM OF WALL OHE BK BACK OF CURB OH OHT CB CATCH BASIN OHC CIP CAST IRON PIPE OBJ CL CENTERLINE CENTERLINE PL CLR CLEAR 111 CMP CORRUGATED METAL PIPE PVl CO CLEAN OUT PVC CONC CONCRETE PVT CTR CENTERLINE PVMT CF CUBIC FEET PC CY CUBIC YARD PT CFS CUBIC FEET PER SECOND PCC CM CUBIC METERS PG CMS CUBIC METERS PER SECOND PROP CBR CALIFORNIA BEARING RATIO PGL C RUNOFF COEFFICIENT PRC CN RUNOFF CURVE NUMBER PRELIM CAN CABLE TELEVISION P&P C&G CURB AND GUTTER CH CHORD Q CHBRG CHORD BEARING RGP DS DOWN SPOUT R DL DOMESTIC LINE RD DA DRAINAGE AREA REINF D DEPTH REQD DB DEED BOOK RR DIP DUCTILE IRON PIPE R/W DWG DRAWING RET DI DROP INLET REV D/W DRIVEWAY DIST DISTANCE SCH DRN DRAINAGE AREA S/W SF EA EACH SY EL ELEVATION STD ELEV ELEVATION STIR ELEC ELECTRIC SAN ENGR ENGINEER SEW EP IFDGE OF PAVEMENT SBL EQUIP EQUIPMENT STM ESMT EASEMENT SD E RATE OF SUPER ELEVATION SEC ES END SECTION SPEC EW END WALL EX EXISTING TB EBL EAST BOUND LANE TH ETR EXISTING TO REMAIN TP ETD EXISTING TO BE DEMOLISHED TC ETRP EXISTING TO BE REPLACED TELE ETRL EXISTING TO BE RELOCATED TW TB FD FLOOR DRAIN TEMP FF FIRST FINISHED FLOOR TYP FND FOUNDATION FG FINISH GRADE UG FH FIRE HYDRANT UGE FS FIRE SERVICE UGT FAR FLOOR AREA RATIO UGC FP FLOOD PLAIN UD FPS FEET PER SECOND FOY FOYER VC FT FOOT / FEET VB VF GR GUARD RAIL GAR GARAGE W/M G GAS WBL GFA GROSS FLOOR AREA WM WL HT HEIGHT WV HGL HYDRAULIC GRADE LINE HORZ HORIZONTAL HC HANDICAP HP HIGH POINT HR HAND RAIL HB HORIZONTAL BEND I RAIN INTENSITY ID INVERT IN INCH INV INVERT IP IRON PIPE IPF IRON PIPE FOUND IPS IRON PIPE SET IE INVERT ELEVATION JB JUNCTION BOX JNT JOINT K SIGHT DISTANCE COEFFICIENT L LENGTH LF LINEAR FEET LOS LINE OF SIGHT LAT LATERAL _P LOW POINT _S LOADING SPACE VOTES: I. THIS IS A STANDARD SHEET, THEREFORE SOME ABBREVIATIONS MAY APPEAR ON THIS SHEET AND NOT BE USED ON THE PROJECT. '.. CONTACT ENGINEER FOR ABBREVIATIONS USED BUT NOT SHOWN ON THIS DRAWING. MECHANICAL MANHOLE MILE MEDIAN STRIP MEAN SEA LEVEL MAXIMUM MINIMUM MISCELLANEOUS NORTH BOUND LANE NOT APPLICABLE NOW OR FORMERLY NET FLOOR AREA ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRIC OVERHEAD OVERHEAD TELEPHONE OVERHEAD CABLE OBJECT PROPERTY LINE PROPERTY LINE POINT OF VERTICAL INTERSECTI01 POINT OF VERTICAL CURVE POINT OF VERTICAL TANGENT PAVEMENT POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVES PAGE PROPOSED POINT OF GRADE LINE POINT OF REVERSE CURVES PRELIMINARY PLAN AND PROFILE ROUGH GRADING PLAN RADIUS ROOF DRAIN REINFORCED REQUIRED RAILROAD RIGHT OF WAY RETAINING REVISION SCHEDULE SIDEWALK SQUARE FEET SQUARE YARD STANDARD STRUCTURE SANITARY SEWER SOUTH BOUND LANE STORM SIGHT DISTANCE SECTION SPECIFICATIONS TEST BORING TEST HOLE TEST PIT TOP OF CURB TELEPHONE TOP OF WALL TOP OF BANK TEMPORARY TYPICAL UNDERGROUND UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND CABLE UNDERDRAIN VERTICAL CURVE VERTICAL BEND VERTICAL FOOT WATER MAIN WEST BOUND LANE WATER METER WATER LINE WATER VALVE GENERAL NOTES: I. THE PROPERTY SHOWN HEREIN IS IDENTIFIED AS TAX MAP 64-(A)- PARCELS - 80D, 80F, 80K, 80L, 81 A. 2- THE PROPERTY IS CURRENTLY ZONED MI 3. NO TITLE REPORT FURNISHED C BOUNDARY IS PER RECORD INFORMATION. 5. TOPOGRAPHIC INFORMATION SHOWN HERON IS THE RESULT OF FIELD RUN SURVEY BY PHRA AND BOWMAN CONSULTING GROUP INC.. S. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STANDARDS AND SPECIFICATIONS OF VDOT AND FREDERICK COUNTY. 7. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-257- 7777, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, REVIEW CURRANT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS AVAILABLE TO INSURE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY BOWMAN CONSULTING GROUP, LTD. OF ANY POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. B. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL EXTENT OF THE WORK REQUIRED TO MAKE THE PROPOSED WORK CONFORM TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK, CONDITIONS, AND CONDITION OF EXISTING GROUND SURFACE AND THE CHARACTER OF THE EQUIPMENT AND FACIL111E NEEDED PRIOR TO AND DURING PROSECUTION OF THE WORK. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR OBSTACLES TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BOUGHT TO THE OWNER'S ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE OF THE WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY WORK. 9. THE DESIGN, CONSTRUCTION, FIELD PRACTICES, AND METHODS SHALL CONFORM TO THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY, VIRGINIA. FAILURE TO COMPLY WITH THESE REQUIREMENTS AND APPROVED PLANS, THE PROVISIONS OF THE CONSTRUCTION AND ESCROW AGREEMENTS, OR THE PERMIT, SHALL BE DEEMED A VIOLATION. 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF- WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUBBASE MATERIAL 11. LAND CONSERVATION NOTES- MEASURES TO CONTROL EROSION AND SILTATION SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT STATE AND LOCAL REGULATIONS. HOWEVER, THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY FREDERICK COUNTY. 12. EROSION AND SILTATION CONTROL SHALL HE PROVIDED WHERE NECESSARY PRIOR TO CLEARING, GRADING AND CONSTRUCTION. 13. NO BLASTING SHALL BE PERMITTED WITHIIN 25' OF EXISTING UTILITIES LINE OR STRUCTURES. BLASTING TO BE EXTENDED TO 25' BEYOND PROPOSED STRUCTURES IF CONDITIONS WARRANT FUTURE EXTENTIONS. 14. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT -OF -WAY. 15. ADDITIONAL SILITATION AND EROSION CONTROL MEASURES SHALL BE INSTALLED AS DIRECTED BY VDOT AND /• OR THE INSPECTOR DURING FIELD REVIEW; COSTS ASSOCIATED WITH ADDITIONAL MEASURES SHALL BE ASSUMED BY THE DEVELOPER. 16. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS, 17. THE RIGHT IS SPECIFICALLY RESERVED TO UTILIZE NON- STRUCTURAL AREAS FOR BORROW PITS CONSISTENT WITH THE GEOTECHNICAL REQUIREMENTS. 18. ALL SURFACED STREETS SHALL BE MAINTAINED IN A CLEAR CONDITION; FREE OF DUST, MUD OR SNOW AT ALL TIMES. THE DEVELOPER SHALL PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND OTHER EQUIPMENT USING SURFACED STREETS. 19. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRAVES, BURIAL GROUNDS OR HISTORICAL SITES LOCATED ON THE SUBJECT PROPERTY. ZO. THE APPROVAL OF THESE PLAN IN NO WAY RELIEVE THE DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY FREDERICK COUNTY. Z1. A LAND DISTURBING PERMIT IS REQUIRED PRIOR TO BEGINNING ANY WORK. CONTACT FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS AT 540-665-5643. F. C. S. A. NOTES: I. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN kCCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY 4EET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION kUTHORITY. ?. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR NSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE ;OORDINATED WITH THE AUTHORITY'S INSPECTOR. t. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" N SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) rHE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER 3OX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE -1NAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; kND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN GROPER WORKING ORDER. IT IS THE DEVELOPER'S/ CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY NSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING JNES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN kPPUCATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE NORK WILL BEGIN. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 11 /2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY UNE THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT kSSEMBLY_ THE AUTHORITY WILL INSTALL THE ASSEMBLY. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 3. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION DF A NEW LINE.- A- THE AUTHORITY SHALL FURNISH ALL MATERIALS AND LABOR TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST; 1) MAKE APPLICATION :'OR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING AANHOLE BY CORE DRILLING THE MANHOLE. 3. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 3. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE 3ACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY Ac- REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 )R 1047. A REMOTE READOUT IS REQUIRED. VDOT NOTES: /1 All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. /2. All construction shall comply with the latest U. S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. t3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. /4. The developer shall be responsible for relocation, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. 15. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. any additional expense incurred as a result of any field revision will be the responsibility of the developer. /6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary by VDOT land use permits for any work on VDOT right-of-way. 17. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. /8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. /9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook. Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall, event occurs. ✓10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 111. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and when possible shall be installed under roadway drainage facilities at conflict points. 112. Any u► usual subsurface conditions encountered during the course of constru�Alon shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. ✓13. All fill areas, borrow material and undercut areas shall be inspected an approved by VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project, which will be accepted by VDOT, and that testing shall be conducted according to all applicable VDOT standards. /14. All roadway fill, base subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95%J of theoretical maximum Density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of- way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specification. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. /15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 116. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. 117. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT'S discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of The sign shall be six (6) feet above the edge of pavement and the post shall be Installed a minimum of four (4) fleet from the edge of pavement. Sign posts Shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT residency office with any questions regarding sign material and Placement. /18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local VDOT residency office prior to acceptance of the work. Unit and total prices may may be obscured. /19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stone depths, A VDOT representative shall be notified and given the opportunity to be present All during the construction and testing of the density control strip. 120. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's "Road and Bridge Specifications" (Section 315). density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. (21. Approval of these plans shall expire three (3) years from the date of the Approval letter. 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I I ! � ,%�'­- -- . I , __� I � -.-- 'r I I I C3 1 .1 � : j . ; jj-,,-.. j �� Q , , ;t I I f io \ ; I 11 I i ZIUNL: 1 .:1-1 a C) CWI) ".. I / C ---IN i IN 'N' ,-. \ i 9 . ? _j Q �a ". I ,,, I ll�, ,.� I 1 11 1, I . �e ! 0 ", / I i 901 I 5 ; " I I I UJIUSE: VA (A 1. ��, � , �_� il: - 0 0 / . 3. FREESTANDING SIGNS SHALL NOT EXCEED 0 1 il, -_ _j !) ;`\11 t I I " L) I z -1,i-x1>, � ,� ! Iz.� I" \ ,- ! . , �, - - - � . Ir- --) ,.: < �, 1 C�4' � / i I Z) �z5ov� ­�,00; \ MELI 0 -*a --- r---A-, I/ I 8 "I " l, " ,,I:p I 100 SF IN AREA. . rz.,i I 11 11 I / n ,, -11�p i 1 I T I i 0 _,.11 , I"' ir- / I 'I � .1 i� ' Lr_ LL 9 / � w_- - � - ..4 , ,,,i ' _ , I, S4. WALL MOUNTED SIGNS SHALL NOT , /j;aI 11 � , .,� I .-.- \_ .,. I I I , 1, i ; , 11 I i � /I _'., . 7 i - _ )_ -J -- iln­; I IQ, , 8*-4513END �� i - r4 5 cllo-� C) Z, -I;_ 11) . 9541, i . ,/ 11 4 ,___��_ 51-1 . . , f � i I , -1 _111!r� , / �., , I , ." . � . I ` ­ \ I i I - . 0 ,., ��, / Z:51 CIN : _� / -_ � I ,-- - 1". -- ,--- , __ ezr, 1 0 , i A'; I k '­'­ __ I �. ____ ­ - , 1, � , I - __ (I- ; ,_ 11 ,* LL_j Tsw OOL , __ __ _.__�_ . I " �, .I , N �, ! .. . " " - � w � I -1 a- - vj Tsw Z) I �, C j ! , I ", � I r __ __ --_ . . . � , �. - ­ CIL- - LA_ _ffim___i-� - V- . . i , � ­ . t,- 4 z I -_ — "� _,` -�`, - 1 2;c �z L, ,_--_, I A= I L.�, N/F OR 200 SF, WHICHEVER IS LESS. I . I lili I .11 . 1. - I / c '� _�,` , "'. (D I - 1"14 ACE AREA 'I I ), ;; � I s� f Z7 -ly ,% -, . � ' � . It- , = __� 1-1 ,�, � . � -- - / I I *�-_� I .- ,?,q- R!CHARD & ROSEMARY MAIN " i � I ::::- --:�_­,�,, - I - I j- ., � a t N I 1� I � , ­�� C, �_� fl) I /' 1- 1 96-­� � & I %111 � � ' . I_'_�__ i / I ',-Iwl' /i � I ,7!`�t" I "/ 1 f__ D.B. 944, PG. 1277 �I i�l I "�4 1 : - -7- I I 1_� I I 8 , i. - q/ / � 'I-, I . N�� 11 I I -."--,-. -1-, I 11 ."4 ? I tk� " , , , , ; - ­_ -, 00 L0t ��'. � .� t : FIRE WALL �, I 01 CD _', jr/ i T. 64-((A))-80K It, 's A�, , �! I 0, .ii-` I A v I . / 1, 1. I- i 1� .1-1 . I I 0) PHASING NOTES: , , i .N e,,-�- !k i .1 �11 I . . I I I � -_ _ _­ "I I ;z I- ��e I I -� _7,� , - - \ � p I - � , / . I .'' C-) " , q -1 m un I 1. I— , i� I \ 11 �. "I / ,. ­ : j ,11 uN ,� " � I , ­,i ZONE. M1 USE. VACANT . ! I -1,115 I ? i , 41 a \1 I ! 1 -- -- It I - C1 "f ; r ; ? I , k 1, .., (n - 1� I .. , -.,.- - � I 0 ,,e i � , �,,7�.,,'.-- uj C) I i - 11 f.-I q � I Ali 11 I - I I -, � - LK C� -­ -11 - .. 1. PHASE 1: CONSTRUCT BUILDING LINE A. - I " , I 11. , I I I . - / '_� - 11 I 11 ! i , � NIF .; " I I i jijo li it 7,�,N . _ I ; - . I 1__­�,-! A.: tt w - , __. 4 1 , I ! �, �., .. I - , - _.. I/r- " I ­ � I I I I i go / I m: - , �, . E ALL PAVEMENT AND CURVE & GUTTER EAST � ; l , , ?I / 1 , k � - ., , b , N < i, ", I J, 1p; 1 - , � \1 1 i 1-1 k 8 I/ 1­1 . . I - - IN VES TMEN TS, L. L, C. ;c,, 1 ,-7j, 4 2 I .. I/ I" .1.. 98--- - . T j � - -­ - 11 ck� -, � OF BUILDING LINE A, AND TO THE EAST < P, � I 1* Ily, , I 'r � ! iogrw 959P ". '1714 il I / z CD , i I I I � aFl ,_ , _____� , . I —_ w - = I _P. 968, PG. J52 11, I 001 11 I go 'gr � " . _1� 00 " � , , (LIMIT OF PHASE / 1. I I ,--\,- ­: 8C :;z I FACE OF BUILDING LINE 8 1� - , .­1 sl I flo, 11 -_ -- 1, t:,E:_2,tE__�_ " 0/ %..� 1 � _� Y. i I'll pil"', 11 / . . . u- 1w . _S.-", I -j 0 - !� *0 , 11-1 .1. 11 11 0 - I . -.1 C> i )) OD _Ys ., \ �� � I z _��- _. , , 1. , � - ,�A,, T-I.., �9 __j LINE) SHALL BE CONSTRUCTED. X. 6 4 - ((A - 153 i D". f- . , I, , I \! I >_ (n � I V) _�t, - _x. , , I / f 11 I / " - =) ,-: 1 , T,Q) Iz, J. " 36 C)o ��,,i 04 m 0 -C, - m I ZONE. RA il�s?' 11 I ,a, _i. % � .i ii 11 11 0 11 ai " .10 I m 4 -1,4-1, Li / I - N_� i .., i ! - a . Ld - I �_ kL r � , I . 11 . i f I = . tl> 04 /5 C`4 r- � �_� " _tLj - -_ - -- - .-m- ui 1-1 C-� � = �1L i Zlyj . CONSTRUCT ALL WATER, SANITARY, AND i . I .< * a_ , 'E- RESIDENTIAL L / _1_1� — I J /, ? 14, , - - -- z I 1; C..) q0 .1 C-1.) , 94' ! . 11 rl�_ t I % Z� / i p a* = ;;:;3 n-% � _,Z � � I rv. __ = I/ �, STORM SEWER FACILITIES ROUGH GRADE I I I I I I I I I I I I I I I I I I I - - __j I I " . , I / . / C i ) A %-.p Cni Lt- . " 11 I I � ., _. � . i - m - - LL_ 1. / I Lr- I 1, l r , 0 " I ru � I 1 � . 11-14 .7'7, � ` (0 C> , ,,, I I 11 0 1 .1 /_1 - - " - I ' I - ': _� = -(v Lm f- ,�, I I "N-) REMAINDER OF SITE. * �, . I � 11 i I r . , 0.l, .. . � '2-8*G.V. f, a- 13)! . p , t W? - p- 'N I I sv. 9 < I i UjIm"k- C_� 4 ; . - -�, � / 98 " C> 1, (= I -It- i I I , *� .. - � ' � 1 " g I 1',-,�011! 6 j 11 . _1� - " . U L4_ - � ' Z) ­_ ;=� N 1 03 11 I . 1 SECTION 8*PIPE.--� If ,-:.!' LL_ i �. > �., i 1. t�� 11 t 11 1301, - i I i C 4. . " =) I � "; I I � . 1. 11 / I I / __ , ) * -4 r a .1 I m � I 1 2. PHASE 11: CONSTRUCT BUILDING LINE B I -..,TAND ALL REMAINING CURB &GUTTER AND a -4.7, � "`�, h �,,, �, ­ .. � ; .j I / I __ , I �, PLUG] ", 1, - L C=) .::�� r i � � I 4119 �*�,-,, i: . 1 96;� , ' I . . QD ? 11 ­ I . I ": . " C j , j W_ L-D ', "' , il — , I I - - -, j il 11 " I I - I I I ��_, � . I Q> , 11 I I / p .., I I . i __ �, PAVEMENT. I . I ! / '! .11 1 � 11 . ' 1� .0 . �_ -"� ; . , I i / I : I - �1�11, I I 1 741 . - IBLY i $ "i \ ('Pi.? / I , /'. !G 14 t �-,r, 96 i ., I � . 1. - I , ,,k END . L_ �l k , I 11- -1 I v I . I . -- - mzl' ". l I ! I I � . � 0 ;"V �,,,, - , I 11 I Jl- ; - , ,li 1, / 1 . � � " ' �'i 06 1, I I ! I - I . � __ 11 � , . . "I -_ 1, - , ` I . -.4 � - , f I " ek, � I / -.k-- -, / 01 ., 11 ; \ I =D NOTES r)-_ , .1 I - , 1. 11 1 1 " --J.Wl FIRE WALL , " % 11 I . , ill . I /1. f, , I . I 1". . 4 . 11 - I k ­ 11 1_��, I• ./ I � - , 1\ 1i . I 11� .•I ­ I ,; C'1/1' f 11, ', '� I t----- I 11 __m.0,1 ---I �_-," --- . I % . I i I i � . I , <T> "NO PARKING -FIRE LANE" SIGN , I , O&I, � -N, 1 . A .11 Pr � �r% C3 �. i I I � 1 1 .- I " '. . - ' I... ­.. I . I - , , 3� ,� 0 ,_ � .1 I / LO 1; A ,i& � - � li, 1, . .,� 1'%� ,L.1 � i _,�; 'li , , , , I I ,� , , t6>, 1-` - Fi -1 T _r - ,� I --,, � , :� � I 11 I I 10 I " " � F " i ", ' 1 , !,�, v ", \ / *a I 92!qw .11 -i_ " 1 4 I. � , - - .- " , — , -�,,_-.,� , ��4 &`,� 4_��, I � 11 I I ,�, Al ,� i , - � \ _.- CIO I __ C14 4 �; , I / �,'�,,�_ , li . ,1 1� 11 I i 1. , I \C)t�, - ,�,, �, __� 96 � I —v ! f .. 0) I I 11 P. " .1 I T� -) � I I 'I I 1i / �! I. i I "-- -- , '' I I I t \ I 1, , I � I 3 "� 11 I 1( ___z . , _., i ? I I , , J I , _D I V1. 11 - , �, &--q - -,- / , - �_ I i � C) ! i I 1 )` ) I , / I", t - - 961,11 �, ..1 , 1- - -t ll,� J-1-j , 1_�, EP_ H 1� 11 �v qi 9 i. <g> FIRE LANE, PROVIDE 4" YELLOW REFLECTIVE I 0 . ', I Il- I, I ,I I , 1, ! I 1�1 \ lrul iv / __--I,--- I ,", , .— 1 1 1 i -, z - - -,,- ` , .1 . 1, "_ PAVEMENT MARKING. STRIPE TO BE 5' O.C. Lu - I . A 90 - ., � I , " ,__, I .A - I I -;---f "- I `N , - 11 . I �, ,� I ,. 1� 0 (:) p ,� ,I ,v , " 4 " i '� . � / I " * I 0 I< _,l�"�� , \1 ,,, / 1-1 �D ; I .. I I � / I/ i ­T�17,1 I 9 _�__N w I I " k '/ " I -_ 39: i,, .j ­_1 -­ I-- ---'--- I I I 1. , " . I i I � - - I , X . I f, Z LL_ .11 , , - -i =� -,�! � �,�? " - ", . (Z) n L, , , _ _- I � /I I I � � ( ) !, t . 1�Lj I .. i 1�3 ? . "Ill I '.. x I �­q D I -_ I I , � 'I, 1;.1 - ." � o Il. 1� — l -, - I "'. .. I I � / __,�' ' I ) ! Zj �� r,r) M 0 ,N \ I j � — / 1i - __ __ . , P, - ;1 I- � "k '. 1� - I - , - to- - 040 mill—LL - 11 I I ir -,4 - � -V < / / w w , , - 04 = " I � 1, 'N., I ��: I \1:1> . _- =3 1c, A�_.._-,j "..... - , CIO `� " I \j �..� _ / "I'll, -L � - I I r%eA _','. C:�l , I -- ,. _M w - � . - GENERAL NOTES. I C) 4' , -, I to 5 -T-Z a U')l I I -, ,-.-. - T - — — — I 10 CL- 41 ��:�`7 '�..­ w 11 I -T"­ ­f- C.0 4'11. . I .... .. - 1 _4=1 --I " Of I I � ­ �2 --- - �, I < m "1- vj - Ls_ I rlli 1 14:! . Cx_ . 1� ­ - , / `11. , =: , CL) I - -1 1 I i2j�� - =1 .t �­ 7 , � , - CZ1 I I I � - - ­_ N \ 'IQ _�Q LL_ : I ,.h 1 1 '. " 1, 11,4 M -�: , �'. I � 1.1 �t . . 1. OUT DOOR LIGHTING TO BE SHOE BOX TYPE I I � , . I _- 5�3 a �_ ­ `::�� i2 11 1i .1, ., AND SHALL BE ATTACHED TO THE BUILDING. lr ; � ;��,l I I � / � "� - 11 �� -9.1 LLJ _;� il'_ I 'I" I f I . -_ - � 00 �_ I - e -11 U- v" A- i.",,-, . D I 11 , 11 - .r I tc, 0 , - ?)l" .- ! \ I - ,,� Q _.) ., u- ,..r I % �_,jjj i - ) � .1 I- I ; I I I � 1.) " i 1-1 t C) T_ - . , _,_1 -lt -s A, LL_ i I-,,- ,. i / � I I ­� -­ - - � cv � "� i j� , L , , . - I � I 1wu CD ix - � �� ,-\� - ; -.Wq.*-.-- -1 I ---::- I .11 , , - 2. COORDINATION OF ALL CRANE OPERATIONS _ f C__ I I 7ij a ll '. 1\ _j I I I w f L, I I in a- I , -_ "" f ip . I : I" i I Ru � " . , in 5' SI 4 - I / � -- -_ v ) C/) - -1 I - Z�f L / - .1 N I j -7 # 'I., - , q.- I �, � - - I I I 1 11., -_ _. MUST BE MADE WITH DAVID FOLEY, , I 11 I -�.,,;, ! �2 /i,�,;" � . ii.-` ( . -, . - ­_ _. * - I 0 .1 _')l I 11 -_ i I - -.,..-- I � fl� .. / 1`1 .__ WINCHESTER AIRPORT OPERATIONS SUPERVISOR, 't I -1 if I i.,` LQJ �-,X-1.101 00't ­ - - / I" 'A / 11 .. ­_ __ k, ,_-- if .,# I I , / 1; BOLLARDS . 11 �, :%­ -_ -- I /` . w i I'll "-, - TWENTY FOUR HOURS IN ADVANCE. n " -[ �,f , i��-Ij 1 w �.__� k- .1 / Ql) I - J - . I -1 .___ ._.\-.,sq __ f, ,-- - � a f , I - i, 6.. ;,j:,?! �� ,� ! i•-:Nr , 24-1 �, Vl%�11:1 / ;_% I/ I-- �D hil _., ;.-,, I - I __ . , r . - ✓- .1 ; 11 ! ". . REE� - I - 1\ I f J 11 'i ,ii i i, I . " I . 11 il .:­ � ,\ / CD I m FIRE -WALL 1 1 �: ., , _-, 3. OUTSIDE BURNING IS PROHIBITED. I ! . I I '. I � � . y i . ; / 1_�_,_ ­_ - � , z, I . i . / .1 " I 1. 1-. . ,; / . .. 7 l' ?i . ._ 6' 90- BEND - I / I i / I ; I ­ , -) " .�.' � 11 1 -4- - 'Z-, I / / 11 ." .1 i ­ .,. . , I � � "I go­oq � / .. /- � , - , , I � r � � 4 ,,, -1 . o z =1__.i_4_____ - j ;� __'/ . 1� __�", , 'T BENCHMARK WITH AN ASSUMED ELEVATION OF i , I i / Ix f ! 1 ­ 11 I , ! I i 1_0` --- ' f �! I J." - - '?� - - _�;g p I f 4. ALL ELEVATIONS ARE BASED UPON A I \ ; " I I , I 11 I C) _j_ 0 , " . � _r . I 11 / - i i ­­­ 4 � __ �_ I - N_ Q, / " w- , � � 1, '' , - 9 -� 0 1 1 __t, // �', -, �1_ I I 1� ­i � i , / I 01 � 9 -1 : '�_ i I ­­ I , ", fi.--, ,r , - 1, __ 100. MSL ELEVATION MAY BE OBTAINED BY 1, a: ,�� I I it f rj� , " ',\/ ` il / \ I.- ll rl �1. 27 q:� I . � mu it 1, ,-: � _j 0 -, w I/ / / cr:� t li"'> // � __11 I- ('� / 11 ,--� 0 !. I I - 5 ---� C) , I 1/_j / I --, I-- . - . � �� 'I-. ". 11 7 . - , ,_ "I ,� -, " ADDING 596 FEET TO ELEVATION SHOWN. ;. . . I ., I ;,i 4 -,�J "! .1 iill cle� 'i_ , In 4 __ ­ w "' 1,--k �, I ___ f ; - 4 -D *� __� 1. / 11 I 01• �� ,.,t - 0 �, I � - - - -- i' - � m I I/ I 11 .,.,-- *15:l , . I , � . �, I i (D t , 0 m " ,C-.n I/ 5. FORCE MAIN AND PUMP STATION TO BE I �'. - " i;N .1/ " / e Lu : �_11�1_ __1 / /� ''I" - 11 - - - __ I_ ,-- . ! : ,,, 1 ,,, q rl� , __j I � , w i / \ If -,.-. _,� , 9� z LL_ � -_ J62 , �< I I t , ) � / I --- 'N / M.Lj - L "', PRIVATELY OWNED AND MAINTAINED. ? .. ­1� 1� I--- * . - A / f I I Y, - I Ei Cw j -? . - I ., '. " ." I i/ 11 - __ , I I _n �­____ 1. � I ", P�;� -2 -i - ! lklltl .0 m * i i I / I . ,i- wl . /-- I -1 . " .1 _1__ .1 , � " —_ ­ .... �. ll 1_/ , I / I , �. 7 -_ - I-, - v - � " C_-�- C) s I , - � I 1�1 11 __ I<,- Ln C) .. , 4 -- ft - Wt p_— W . 11 'I . � ,� , �< �, I / CDP lk-i - �,? 0 Ir ! • ,i7lc - , ,i , .. I �, I � - -_ ,Oiv . - �D Lo ce,� , C> cr_ S� I . 6. NO QMRONMENTAL FEATURES EXIST i Qr- CIO I- -t.�. i- __ I. p LLt.-­ --- -- ,.;Zc 00 ." 00 >_ Uvi Im 11 .- ....... / , . - 1_' - ­1 -_ I ., I ; �( - I M­ �,�g,r------ W: .. , r. Q_ -) I ­_ .'I I ; I ch - D I - 1 " : I i 1- / Nt / vi " 1-P 9 / I ON THE SITE. Lr) 9? i --, ! . -I- , - - - l.,� Q LQ , :-- � ,I � ,--, " / I I I I il-q!; a < I -i �_, Li- I 11 e , ..'. ,_" '_ - 7. LETTER OF PERMISSION FROM ADJACENT ��l i, " 4 , ,,Z I i" '. C_� ��,��_ I I w r 1; . ."i 9 z ,I- .1 11 - 1 ,4-1-- f w -1 I � I - . I - - / OWNERS REQUIRED FOR OFFSITE GRADING. I I . -1 Q., I -_j __e . , 9 11 "t ­ 11`1 'i , I- I eo%^ N; Q? I 1: I I V � / k if I , , .,�_ -<I a_ L, -, _-, , - I ? I'll; '. ; 'I 'i . 11.1�' . I 11 t ; . , — — �0.4I- . - \ I I - I 1, Ln.. I 11 iiJ - I ; k -k��'C,-_-, :z , � � I", !� 9gal . . -11 ./ I -0) ------ f I `� <:�, -----, i uj � ; � % I I, , 1'. ,� 0 1, �_, ­ i il 1; - , I I " I . I , 1 -7 - - Wl__� I �, � I I- 1 I Li-, J& .1/1' .; I ''s, -_ . ­ ", � . , ix - % - - - 1 8. �D TO BE 4' CURB CUT WITH RIP RAP. 1, i I- Lt �z - 11 I I ,-- I f . � A, , / / 1:, i.,* � I " r1a . / .I -3 : ,I I ! ; t_ t I / i �`?' , l! �, 1 "3 , . � ; I \ I . 1. t ��, .� _14s m (.D \1 I 1. 0 -, i - � , -,, _ � ,_ - _� ;__� -1/ i _= \, .,: ,t f "ll" co '�3N = I. - �f , ` . ,:,�_4 JMITS-0 -�IHAS - - �­ _ ­ - ____1 - ", . - I ;L. " I ,� 11 . , - I � � i 11 1-11 I " I " � 014 I ;�-i :z :�> C I t� � 1 I \ ) -,.'I-.- . : I 11 .,, _ / / / � i . I ,-I- 01, I I _` 11�,, i A t, � 11 CG-6 " . / ; I I .:�,�'�, - -, I ; 9. STOP SIGNS REQUIRED AT ALL ENTRANCES. . ., / , / . I I � I " . " '-/) I � zthl_ � . : '. I i 1/ , I �, , � ,.-, I � � / I &_q I ! ill -4- I 1 / ; V i .1 I 40 \ I I I I , � r. .14 1 . ,,.l I I , I 11 -3 . f Ij ,� � I v - 8 . . . -_ , a _a;�6� , I � 't \11 , &_ A v 11 I Qt� �n V) 1. l, i k, I/ DZ , 1 ,�_�96 ___. �_ __94 " I I Z� \ _kl' � : . If 98 , I I . � �� -Z t�i - \ L_ ! 8 � -1 g: 81.8� � 8M 00N � 1 9 / I I :_�_ --- _ 7 11/1, I - , 'V I ! .�._ " ., -- 5: - �_ �_t . -,-- .1 � .., - I C(;- -- I .1- I � , ; I , 11 , . � , ". . .� 0 1 .. " % : te, �1 � �/ I --f T . I c \ ­­1 -. K -24- HOP 111 - . i -, k I I ' - � "Du � I" , --- li== ... I A, - . I I LEGEND I " t ,0 z I '. - I - ( . 10lu �;�, 1l ��17;_, �_Zll 1'�' / \ . I ,�, ,�j I 11 . ". 1�.,_ -5R - I I ,T - -I / I- i , 2 t ENCLOSURE E ____ � "I :11 if',,-� ;,P�' I IfN . . I Ill -1, / 9 � - Ili, a I -- . . I T "" LIGHT PAVEMENT SECTION , E 1'.'�Z�,, � 1. t If. . - ... I- lli 1 Q.. ; 1 97111-1_., .1 . - .. I , L I- 00 Ji / _. ! I ; ,� I , � I I . % k / � _�. , , -�� / � p , �lVJ , 0) I . 1� I I' :j / . f i .. . I % I N I 111. � m I � " V') / / z . I' ! I A 11 I ; i � I � � " I., 1, , .� co I / � . . 1, I � . I �!% - -9 . " ' / t 11,17 - � - I � I � i - I , .?5, ! , " 11 4�0 0 i SCREENING FENCE ,� . . I li , 2WML _ --- --- - " -, � 1, 1* 11 I i I - - �_ �_ ______F -' - -5- /� e--- -1 I , � '�)., , ( ---------,\, - , ., 11 J Q C 11 ". 104 - --' , 4T Ot'i I r - " A , .. . I - _�= I . —I - � �� I l' l ! y�z . � ! I 1-1 3 A ... .1. 0 . �. — - i 4 , . 11 ___ — - . I ,C_ ., . , I " -- _= . � - " IIIIIIIII1111111111 / �,i 17 � la_zl U ii , , ,,, ie A I 11 zll,,-C-� I w- ll, _4m "Is', _,; ., , , - - I 0_1 m I ,/ i 10 -7 ,,I . - I -e 3Z� UAv," - 11 / t, I 1 -_� - ",_p -- I - 1, 41 , I DISTI IRRAN 11., . �, __�' .? __ '.. / . .e X ', 7" ' 6? '� ­" � I . -1. 12 1� k .13 I u 7.e It,.' .11 - '� I_T� . - , I I I --,fj-' ,I, V11 "' i3­� fn,2�� Ak 14ll , 7vlk- , ( . k ., , , OF 7 jv ,/ u - " , - - , , � I- U , UMITS CE-,j _,�P I I .IQ i o � , 4 � � I I I \ - / , " /I LIMIt � DIS RBA0 ; ? . ----1 , . I , - Z " " I I . I 't", . -­j t, \ " ; 4- ll -­ — - t 'b I . vo I 1� - - __1 , - �, , Nil _.,\ _____� \ I 11 .. - % 1, \ %jtI .\ "I\ �s Ik �r�­­�-- C- A-W­R1 E- -N-- CEP. &_--AN-SIPFACIA COV! ERSTONE I \1\ �\ �c� INST. # 020012885 .11 � 1 V -�� i--- cz, ( ; ; <-� ,j �� op � \ 1�1 ZONE: RA , s%--, IZZ) I \ , z- I V_ 11 k t . ,.' " I -, cp� - Q) _-N, � I , ;iI ,I It " k I- C) ­- z . USE. VACANT , , \ 4 T .� 1� ` I -% .. � I I ; I I � � --` \ �, 'k �,40, z 'I % ,-, : / , I -, 11 \ �_ 1'.: . Q) * \, z.,:) ­- ; GRAPHIC SCALE i " � L1.1 I ,I / L1_ N . -1 I ­ 1�4(,) Z C6 \ 1. 1-il l� _ 't. ,-,7.^ - Z t__� --) - ,�o ,_�_., i 50 0 25 50 100 k I . , * ,�� , e / I I I . I � � ��. ! l,- �, / I / P , 'k __/ ,I, - I v , A ;41 ,• - ._; 1. (EN FEET ) - � 1 7,s�_,, - . \ / / ,,� I/ 'i , - - _� I I .. I * �. I .. 11 11 .... I I .. , . . ..., . . I . 1. I -6 -6 I n E c=` 6 - =3 CD 8 2 2 (D C\1 C\1 q cm .S 0 m - Cm (DcoC\') ,Z .L C j CD , - S - C: -= - - -S QD .t:; _t= - 75 -S? W F & C\j C, .; . 8 co C (n F) ­ > �� & , 0 C 11.5 0 00 (D E, ,I- P! 'o C ,�� L_ C: in .6; -vi 10 _C a Z-1 0 w E CU w m CD F= v Lu = . . D �� — m . 9 0 3: a -.4- C a 0 g m 0 m § V § a-,--. LLI 9 < z CD U) Of' �4 �> <!� �� i,4 4i_1 0 = fn..4 �� 0 0 a \ z W (--) g �� � Ly- Ld c) 2_1 11_� U) cr) LLJ 11*' LL_ n � , W ,-� I_ 0 �— U) �� E U-) � (Z) C) i�::) a _j UOf- W � W �_ � v) CD V) < _ C):2 �:_C) Lu Li u = 3: < = (f) �`� el - I , V_A J. BAD 9'�;pl vO No 25704 1 74 C11 1(5 1. , vos;) 1 03 I- ! L ' PLAN STATUS co )2/04103 PER COMMENTS c )3/25/03 REV. PER COMMENTS CY rz )4/03/03 REVISED PER FCSA a) )4/28/03 REVISED PER ARDITECTUAL 00) )4/29/03 REV PER FRED. CO. PLAN. T 0 )5/15/03 ARBOR COURT REVD )5/30/03 REV PER FRED. CO. PLAN. -C )6/20/03 FOR SIGNATURE v C DATE DESCRIPTION JTA DESIGN E3CG DRAWN CSB CHKD I SCALE VH: 7=50 I JOB No- 1934-01 -001 . DATE 11 /08/02 .. FILE No. .. SHEET 3 OF 1 0 1 105 1 100 95 0101 85 GRAPHIC SCALE 00 0 25 50 100 200 C) IN FEET CA 1 inch = 50 ft m co 1 0 183.98\ 1, C> o o C) STORM SEWER 110 — 111 PROFILE 10+00 11+00 12+00 13+00 y rn —7 + 4- p It .2 )L 9 dD, X, I' C7, d ill, Jr, 4�1 z- 9 Q: Tj Net v 1 v 9 '3 63 0 W 55 V�V13 T-,-, c3 D LINE3Pt B 1 7 N 82 v j 8' B4 B3 rn VlAT z m I FUTURE BUILDING) FUTURE BUILDING I FUTURE BUILDING FUTURE BUILDING W FF=101.00 FF=101.00 FF=101.00 FF=101.00 �T) 125.0' (TYP) \—WILDING ACCESS (TYP Q) < 1\3 z) up- 6 -—DOO R CTfP-)--- BUILDING LINE B 470.0' .91=M LOADING <' DOCK �0.3' Lg, p 386'-18* HDPE cr) 4 7 '96' Al s t CG-6 S 25' BRL\ 14� A__ _�R Y. vi 6 C 0 100 102 J k 1P, iA F%nAlk A -A 16' r (JD 105 im 95 so 85 110 105 95 90 85 z nco z moo- �\ : 96 �`�' \ ca LV UlNt2 Rt LA WIWI 131.3' A-1 __TA A4 PROP BUILDING PROP 'BUILDING ;0 PROP BUILDING PROP BUILDING M FF-4D2.00 FF=102.00 FF=lG2.00 11,94,3.15-,SF FF= 102 00 -,D :* 1.1 n cn 11,943.75 SF Pa 11,943.75 SF Fz P �N 0� BUILDING LINE 'A- MAN DOok(TYP) Z4 GARAGE DOOR (Typ.) 525 0' J� ;R W_ 2 CG12 2 47) lowOs OC" & u 4= —luo, a CE 135-18" HDPHDP'* O 110'-15* HDPE E 120-15.. ; M f (D IM -,szt C) 6� 1 F- WVl_ ESMT c) TQr 102 5' 2 00 100--__ z CG-6R SZ,04R WIL q 6 8,7 WYE710T co cx. IO. C 419 —1lr-HDPE_ 125'-18' HbPE • 00 C) FOU TE C_ 7 0 N UCtONOPY A \f�j 10' CANOPY _ STORM SEWER 60 — 65 PROFILE 10+00 11+00 12+00 13+00 14+00 15+00 STORM SEWER 61, 66 — 68 PROFILE '7 77 77 7 110 ..... ... ... .............. --- ------- 105 105 1- --j -4— A -4, ....... ------- ----- -- ... ---- --- ---- 100 100 7- . ........ J 95 95 A 4- J- ---------- L . ......... 90 90 ......... - ------- ...... -------- -- _4 ---- ------ !777.7t.- ... .... - ------- -- ------- --- _4 .. . .. .. ....... . i T 1A - ------ - ....... ........ ........... i_ ------- ------ i,­__.____._.­ ------ ...... . ... ....... . .... ....... ---- --- ------ . ..... .... .... --- --- --- --- ------------- ------- J_ .-A 85 85 7 717-7-1-7 _7;_ .... ... ... ....... .... _—A ......... .......... - --------- - - - - - - - - - - - - - 80 80 E­ - -- -------- -- Za" '0 ............ ...... 0. z-z-z —E-E i 1— _1 10+00 11+00 12+00 13+00 14+00 E ci C) (D 0 2 2 cq cm tm 7W cl, c" CD j— 75 (AP C4 CV q L9 c to c: cli 0 0 oo c\l cu E V; in ID 10 (D Z 0 -a,--. .7� C2 _cq U- 0 c/l ry IZ4 F4 > � (D 0 cf) Ld _j Ile 0 LLJ elf Cf) LL_ LdDf 3: W c) LLJ cf) Co - (D 0 0 < ry LLJ I— V) Cf) < o Lli L-Li V) CL S S. BADER No 25704 )4: ANAL PLAN STATUS 02/04/03 PER COMMENTS 03/25/03 REV. PER COMMENTS nE 19n IM FOR SIGNATURE = F.1 DATE I DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD SCALE H: 1 "=50 V: 1 '= 5' JOB No- 1934-01 —001 u DATE 11/08/02 FILE No. 4 OF 10 F&HEET / thrust Mom stone i° dia. schedule 40 steel pipe filled with concrete 3' and painted yellow 7' 2' 18° dia concrete / encasement 3 BOLLARD DETAIL direction of setting to be approved prior to installation 3 as required concrete pad V-6' sq. x 6° deep 2" min. - 6' max. 4° stone screw type adjustable stone to be minimum valve box of 6' above top of base \� locator marker oo° aa��/ stone rl ugs FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint swivel tee with 6' branch IN "A° 6'* grade trench }--6' minimum* minimum I form board typD . ( :. 1 machine excavation limit °B" !- •Ge g� �� trench '"`` & boxes &box undisturbed earth stone bedding TYPICAL SECTION TEE, VYE, OR PLUG In lieu of wood forming the fitting may be wrapped with *denotes hand excavation polyethylene, and the concrete poured to completely surround 'D' = 12° min. for 10' and smaller pipe the fitting and against undisturbed soil. The bearing dimensions °D" = 18" min. for 12" thru 20' pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS *6" minimum Pipe Dia Plugs, Wyes & Tees 11 1/4° and 221/2' Bends 45° and 90° Bends _ A B C A B C A B C 6" V-0" 0'-9' 1'4Y U-9" 01-91 0'-9" V3" 0'-9" 1'-9' 8" V3" 0'-9° V3' 0'-9° 0'-9' 0'-9' 11-61 01-W 2'-3" 10' V-6" 0'-9" V-6" 1'-0' 0'-9" V3" 1'-9' 0'-9" 2'-6' 12' V-9" V-0' 2'-6' V-3" V-0' V-6" 2'-0' V-0" 3'-0' 14, 2'-0' 1'4)' 3'-0' V-3° V-0" 11-61 2'-6' V-0' 4'-0' 16" 2'3" V-0" 3'-6" 1'•6' V-0" 2'-0' Z. 1'-0" 41-T 18° 2'-0 1'3" 3'-9° 1' 6" 113° 2'-0" 3'-0" V3" 4'-9 20" 2'-9" 1' 6° 4'-0° 1'-9° 1' 6° 2' 0" 3'-3" 16" 5'-0" 11 1/4° THRU 900 BENDS galv.A rods over fittings and embedded in concrete thrust blocks. Fri F FITTING SIZE ROD SIZE NO. RODS EMBEDMENT 12" &LESS 6 2 30' h✓�i �k �i� i� i 4" - 20" 8 2 W, Concrete ro i Fitting Volume of thrust block in cu. yd. VERTICAL BENDS \� size 11-1/4° 22-1 2° 45° 90° stone bedding 6' - - - 1.3 8' - - 1.1 2.3 10, - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL IT - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14° 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20' 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4° or 3/4' 18 in. Dia Non Traffic M32C-PW Traffic A32HH - T 1 ° 24 in. Dia. Non Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MG30 (Frame) WITH RML-12-T (fop Lid) varies as required 3' stone bedding surrounding box - 1" 36' ° type K copper 1 tubing, continuous without joints from water main main to meter - treated 2"x 4' with top 6° painted blue meter cover set 2° above '-fin. grade prior to sodding 18° (F.C.S.A. meter box �- curb & gutter e..M, soil !I��� �r>•wu�ruru�s����iw��ri� 1 angle check valve with drain valve 1 " X 1' TEE (T444-444) anjlev lvee DUAL METER INSTALLATION 1° 2 ft 6'stone bedding INSTALLATION NOTES: METER SETTING PARTS line size meter size yoke le yoke ball valve angle check valve expansion► wheel 1" 5wx3/4° Y502 BA94-224W HHCA91-323-TV & C8434 EC-23 1° 3/4° Y503 BA91-323W & C8434 HHCA91-323-TV & C8434 EG-23 1" 1° Y504 BA94444W HHCA94-444-TV EC-4 bedd'mg FORCE MAIN MANHOLE CONNECTION STM 120-121 • 75 70 1 ) ? I PROPOSED ADE ® "/ i ' � I S � f 7 f } t i f r f J { EMSTINQ GRADE; 3 °_ 0 C/L H 1 i i x 1 3 t § i i s f I o C { z i co 5 i a o a a O o a .w.._F II .�•_..._.. o. ►- z � z � t O w f o co 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 5/8"X3/4", 3/4" & 1" METER INSTALLATION Figure 5 • 75 adding !o be Sep02 110 105 100 95 85 105 100 95 concrete pad V-6" sq. x 6° deep 4' screw type adjustable valve box rs-x ts'x 1 b- sOItO DIOCK (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 8° stone IN moo OKI M IOF • r•-r • ®r PEA MAIO t w�...-.� ...... 3...w+..+sw..:..i�•«+........�.+-w..,. «.o...-�.r...o.e........�.... � � F .-.-..�. �..,.�-...� ¢ f � � � _w...... ..Fy.O.....»» � yK � .�..,..,- f 00 oe ..w i wNiu--CONTRAC-TOR-TO, • { t MAINTAIN 3.5' MINIMUM COVER 35 MINIMUM COVER .•..,,�q.-,..,�,..�..�..�.n,,........�...�.....�...,.,1._._....•.-,.� 5 -� ��-.�.--.•.,�_..........,�..#......_n....n,..�.�...... .-.....�......�.,._.::,z..�m•._ ...__F_ _ _ :�. ..._1...._,....,...a.,t..�. �. ,..�___�....v,....... r....��,..., p t 4 i t � -►•-� "�� � 6 't 5 � � F � � 5 ° o.. F ,,� N _ _- i .• 3 Z1 ..._ _ ate. 4, �.."" r wit _ .�.% ... ..w... _i Fm .... _ s ; ...... • S ...W ....a-.Z f � _,.-.., W � A 'a S � �=i i� 1 a E - 1 W} I Em % ) W I f w a- F I— S w oo I r tv) i t— W ? 3 1 I s 0 Sy i o F R0 1 i ; ' i �' 0 (n �w _ -.0.. _a � .. » , ro S � . � . r - m �. - m A0 :n � 1!- ,.� r. - _ m m n , .. - f . � � .. �p Z __ .. - �. — . W tis(. �_ �..., 7p ca f V I i f R Q y Y.nJ }d / J/ t 9 t ..,���-a,..s..'m.°-..�C-JL "`i .'.-°..o.�.°•" i n.wa.a...c•a.n �. �., ..:�._..�5_,». c wn.u�.�..ew,......a.� .. �.. f Y i i ){ �...,....,,. .,.. .� ._,a..wn..»,.....,.. f4V....... fi mot� co .a.,..o�o r c7...0,.�0 oco r% + + + .........,..y.,... � 9`3 X . ...«.s SZqr+++ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 313 PROFILE PS FEX9 -71 t IDUS11NGtRADE— ti I f I f Vi -11 It I _ 1.5' MINIMUM COq I I g{ W C a t ,`s L t � � � 0 3 f.•e•-.,o ` e i k 3 .a..-nr.._aNi..�.....<,.«w� IL , i; k t g Y- t Q q CLQC u) i C> . i 3 1 1 cl' t- a0 j C14 }' s z ? g 3 3 n,,...• ...,. a «-�._.r,>�-�..,,., �. �......,,m..y....�.._.-.,.a.•..�,..0 ...�...,..... r t .-,..»,.....,,,�,,.....,<�....,.a...,..�—.._-.-•r,.w..�.,•.....,,......� ..,,, i..,..w..ro..,� CL L-A 0+00 11+00 12+00 FORCE MAIN PROFILE (PRIVATE SYSTEM) 110 100 100 95 90 85 95 90 105 100 95 90 '•;t � ; S j I ; � s � I Ub 01 3 3 $" DI WATERUN k / 20 3 F i �p aZ _a 3 "O q £ xLJ oJ J tW I r ttj w Fw a e iW zm �F x Z t i_. t w 3 t X W i ? � ofi 00 01 "11, wi.. w I ., . w i 4 .� w x .. _._a a w _ . 4 1L 0) Q _ll.. m- _ :f N Fp d 1 tD 4a +Ni N + law ._ u.w ,-...wvee,. Awwerrr.-.•...+N �..wo..m_.sc.ua.x.o�+c...v�aw•a. .w..+ox...re. 13+00 14+00 10+00 11+00 12+00 WATERLINE 3A PROFILE 05 95 90 -a J E c. U 0 i C'3 N cm C'3 CM � lz C Nco CD tin a) ai NL9 C _ C 'L f` N c o U o o 0 w L) C)r E _ oinZ *C;;0 m CD 3 cis E U W C O U O c � C L � m3N� a LL V 1 tZ F--� o � Q � a O Li � �\ t—J LLJ Li �NJ C / W -.1 � 0- Cn Z o 0 WLiJ W r l4 V Iy Q V/ L1J LLJ � z Q CO 3 CL S S. ADE ' 9 No.O 5704 �c ' AL �Cs PLAN STATUS 02 04 03 PER COMMENTS � 03 25 03 REV. PER COMMENTS Q 04/29/03 REV PER FRED. CO. PLAN. 06/20/03 FOR SIGNATURE co 0 a c DATE DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD ' SCALE H 1 =50 V: 1 ' = 5' JOB No. 1934-01 —001 Q DATE 11 08 02 FILE No. v c 1 //�� 5 V SHEET OF 1 0 EROSION AND SEDIMENT CONTROL LEGEND [N I I TITLE KEY SYMBOL TEMPORARY STONE 3.02 CONSTRUCTION CE ENTRANCE 3.05 SILT FENCE SF x m X 3.07 STORM DRAIN INLET PROTECTION IP 3.09 TEMPORARY DD DIVERSION DIKE 00 3.13 TEMPORARY ST SEDIMENT TRAP 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD ♦ ♦ , 3.11 TEMPORARY RWD RIGHT-OF-WAY DIVERSION Ii I H ANbUK (�'WN I ll c, cx i 7 All i Ai J Aq El Jr 6, NIF ... ... A-ILIED SYSSYSTEM;.. PR-0;P BREAK 708 T.M. 64-((A))-80F c ZONE: Ali I USE: MANUFACTURING; L -1: J NIF WINCHESTER WOODWORKING CORP. INST # 020018576 T.M- 64-( A -80D ZONED., 0' USE: VACANT GENERAL NOTES. 1. EROSION AND SEDIMENT CONTROL PLAN IS BASED UPON THE COMPLETION OF ARBOR COURT. A LAND DISTURBANCE PERMIT WILL NOT BE ISSUED UNTIL THE COMPLETION OF ARBOR COURT. CONTRACTOR MAY SUBMITT AN OVERALL SITE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO REC A LAND DISURBANCE PERMIT PRIOR TO THE COMPLETION OF ARBOR COUI f 'USE VA CA N T --j j # I NIF PI -CHARD & RO5EtVAF% Y MAIN Off D.B. 944, PG. 7277 + T.A/,. 64-((A))-80K C,4 A/ I USE. - ZONE VACANT EFG //VICES TMEN TS, L, L. C- D.B. 958, PG. 352 \j T.M, 64-((A))-153 ONE. RA % USE RESIDENTIAL + f jui <0 Q;l • -W if f A', f-,, t A 16 m LL. Lr) r p, N N IN. f.L ff • -c� 04 cp r 21 i \ CIO n c) C-) c CN F�] PT E 9L C) 8 2 2 0 CO C. (D 0:. 7 t� U) & cm C) u) c- CQ 0 0 (D U QD cl -4 C\'l CIS E 0 V5 Zi w CD a) cu ca E E uj -CIL-- mc, LL > LLJ n 0 n Ile C-) ry Ld F) LLJ cf) —j 0 elf 0 C) 0 0 < GO 0 W (�f LIJ 1-- Qz V) Lij cf) q < LLJ LLJ 3 CL US S. BADER9 No. Q25704 ;e) L PLAN STATUS PER COMMENTS 03 25 03 REV. PER COMMENTS 06 20 03 FOR SIGNATURE 0 DATE DE SCRIPTION JTA BCG CSB LIMITS OF DISTURBANCE --,j•LIMITS Ot, DISTURBANCE DESIGN DRAWN CHKD >N-NIF SCALE H: 1 "=50' , / P. & *SPACIA COVERSTONE V: N A INST # 020012885 JOB No. 1934-01 —001 T.M. 64-((A))-82 DATE 11/08/02 ZONE: RA USE. VACANT FILE No. NOTE: THIS SHEET FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY. 6 OF 10 SHEET .03 EROSION AND SEDIMENT CONTROL LEGEND N0. TITLE KEY SYMBOL TEMPORARY STONE 3.02 CONSTRUCTION CE ENTRANCE 3.05 SILT FENCE SF X -'x -'X X STORM DRAIN 3.07 INLET PROTECTION IP TEMPORARY DD 3.09 DIVERSION DIKE DD 3.13 TEMPORARY ST SEDIMENT TRAP 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD EXISTING TEMPORARY STONE OA 3.02 CONSTRUCTION CE ENTRANCE (PHASE 1) 3.11 TEMPORARY RWD RIGHT-OF-WAY DIVERSION N11 EFG INVESTMENTS, L.L.C_ D. B. 968, PG. J52 TM. 64-((A))-153 ZONE. • RA USE. RESIDEN TIAL s i8 11•. ` r�- ;i'� i� a { ,t L.• 7g'.. �/� ,,,>��.��+ff ,/��a. s � i d � t !R 1-..- ( v",.._�../ { ' q C r•(t; r4 tai.i. i'vi a ; I t'{�` �r� ^';t :��'' :F r� `� �',`....._..,.... ;...% tit \1�.�.� �'��o .,..t?f ��a' � 1 i , { SS f �,-^ y �. z S t 4`Y 1w�+.F� ✓„� i � !. j �,, y 1 i x s A11/ CORP.IINCHESTER WOODWORKING iy¢1� INS T_ 0208576 - -- --� t _ -.. :! _ T.M. E - ((A))- 80D iI = ; y ; ZONED: M1 USE. • VVACANTs ' r py i# ;� i'3-•-�"''E. ..--"-""�} :J�i 1( 1,� y.'fi j:s.'::f' fr titf'L- ,-_-... sir ld. { o - -Y:f' az {� PCs{ _ t { ? �`ij a s _ ALLIED SYSTEN�_ CARR r � .,� {�� ?£ •,^• + y � �`{ r,. i �,-••^•,.,.. � � � i J � c _-T"G. 708 S°Y'O;r �q�....,.. �., ..'.•. +,� "«.• $ TAM.. 64 ((A)) - (A)/-VOF \ I `n7r:t�ZONE.MI _ '� �•�`�{�l'p s := -- :?-{�' USE A9ANUFACTURING ai e ct t� :'; ¢+'� i ?�`i{.Ae t •.'' 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L { i U b C Ell c `M; i t a' 7 ; r ,' �\„ 1 i / / '�/ / / / 1 `� "r,...' i `'' i t x:Y { j'4=t1� ."r••,w..3 rsRANkShj7x.- �, .. `\'�\, 1�L3 { `\. R!VA �iVl - i� tel N In Q C ftr # if ar'>`� i i ////// //i'1 ! i f t `.• W tda li �„A- C i�^ O t'f !i`, F� 1 { 'i i i i i i i ' `': -,-.�2 �, } a . _ _{�i �'_ _ e - - _� 0 4Y" {,A t� m e� m E c {l�� 1y j //// /.� ? { �.• �`"'�4 DD 5.1;�' _�^.. s _ _1 "---^ ss - eS-"'"9�( l C <„ O E ^w'�i « 1 ' { �{ - c� if r i 1 3 ! / •.- / / / i f `"�... t4 5 l i _- _-' ° C err C O m Lu Jt ALTERNATE LOCATION > - ` ` m ;Z 5- a ; EX t 1 el i S �ITr� ?; i % l 5xt% r� / % %' r 4 %` NIF CE 75 f _ CE % }� f' # {f # } r ) W, ! ESTER INDU 1AL PARK L.L. C INST. i 00013,522 t I / r' LOT 10 , t ALTERNATE LOCATION .:,// $ T.M. 4- Ar-� NSF.,- q'n_�f �(' rt R �� LIMIT OF DISTURBANCE �, r { ' . : ; / �' / / / : ; E' CO, NfER AL/INDUSTRIAL Q 4: 1 �lt1t t { { { X To. T r I / °� --� p 64- ;� ZONE: 0 6 i } _ 13j1 g ,a �y,Y .. . ��1 • . g 3 { �" .e€`�,.r�P�n'�'a•� /j � s ��, _. _- '' V 1 t t F 2 ; Vi 0.2 � t ,< • yr. }- ! , I ,` O � �r a 9g '` o o IC14 RO EM IRY AI U _ N f lid 1 4 d w- ('''� ; o STR . i�r1 R ARD N S M (W �ii Al t� D_ B. 94 PG. 1277 Q ZONE. I�I M USE. VACA j r i r lsr f t 1 1 / �`,\ `If - x : I i" .. •? - r T J` z W ,LAJ /f U y r r ; 4ji"IPqitr` scc TfZI ;P ;` J E i t ern`f90 i t` i F�n'1 (Y =,r rn- Z v l �' I-- f O mumm OEM i�OT 4 CS1/' 1 Q�r It ,/'1 O J >r- ``l y„6 j tt OD O E'-.'l Q ry qiit t, i , 1 ,! '•} t J'� to '1F .G ¢f -;r rr � „• t '' ' � f �--.,.r"`r. , U`� r _ r � � ft ,. � z ,$ t � 5:} � _ O l� clj LLJ •2. Ix r(1 Q r t pj i i .. `� . ��/J/ / •� r r J,` ,+� , f rf T (n� I + ` ~^ /''''� W o�� _ + -r rt? r •,2� V�" ",; i, i, /fir'' l { - -4 e + 9 rn. f i r Ciy i �y .t, f { it •`� 1-. / l a ,, �` j r Ito r � \,it ,,. _ t < r r V J Fl iii { l POND f �''Ff { :Z + ! t ' +` ; • ._.». �i R' /'' t > 1 j •F 0. ! ^ y, 9 t f •r+ '" }: ' 4 ». ''° J /`� i `:S4 0 6 = > ,1 r J E Jf ,r 67 , STIR2 Q 9 �R� r c , r.90 12:1,1`�%11 a {. .3" .� d, chi -.! S , • � - �\ 2 i 4 `~» it r �� `, � `` ".,, 'r 3 fl i is • i < w t � .+ i 1 .� f•r' � r. DD LL 61 4 j { : ¢ i Fr � \\ Yf f'^.• s t ' 4 i...-laE � 2 � 1" rr �i / � - �\ '�.. � r ri 1 1 Q 1 f ? f`f !' f y �IONAL tf{ 1 ?j ram` J ). .a :, A t: tST75 PLAN STATUS t� Y i t f V r _I f . 02 04 03 PER COMMENTS C� % ° 66 J 9" 94�� 03 25 03 REV. PER COMMENTS 1�i1 i1 t " FOR SIGNATURE f � '": tei r x• ,` •....._ __ i • f/� i Si� 1 :' � ( i4'i V i CV1 { r a ! r A t ✓ Q} 5f_.: `` --�--- ��--'---• � i SCREENING FFPICE 102 { f # t '•`, � ���' Sit � � __ .." - - „a.:. �Q • �� ,t `49 z Lj 1* LIMIT OF DISTURBANCE --� 4 3.� NIF VCE 2. & ASPACIA COVERSTONE INST # 020012885 T M. 64--((A))-82 ZONE. • RA USE: VACANT Orb ---0- ' �' �' i '`l DATE DESCRIPTION { fma' 777. .s r N }• - JTA BCG CSB f.,;r f DESIGN DRAWN CHKD SCALE H: 1 =50 V- N JOB No- 1934-01 -001 DATE 11 08 02 ALE No. C NOTE: THIS SHEET FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY. SHEET 7 OF 10 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 N 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 UST 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 PIS TO FULL DEPTH AND DIMENSIONS INDICATED ON DRAWINGS. C. AT BOTTOM OF PLANTING PIT, EXCAVATE RECTANGULAR Prr 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 N 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 138L6 FT D. TWELVE -INCH HARDWOOD STAKES SHALL BE ECO- TAKES 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 ESHRUB AND EO SLOPES OF 3LOOSEN SOIL NTIRE PLANTBTORHEDGRbOA DEPTHO 6NCHESMINIMUM WITH ARO OTILLER. ADD SOIL AMENDMENTS AND ROTOILAGAIN 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 ROTOTIL,LER. ADD AMENDMENTS TO THE SOIL AND/OR SPECIFIED PLANTING SOIL MIX AND ROTOT►LL 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 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 TUFF GUARANTEE AND ESTABLISHMENT REQUIREMENTS FOR APPLICABLE UNDERLYING ITEMS; THE EROSION CONTROL MATERIAL SHALL BE REPAIRED OR REPLACED TO�q MEET THE ORIGINAL REQUIREMENTS AND MAINTAINED UNTIL THE FINAL INSPECTION. A. E2. XCAVA ION: EXCAVATE 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 PLANTOIYPE EBASED UPONDSOILR TEST RESULLTS AS APPROVED I BY OWNER. DEL WITHSOIL RECOMMENDATIONS LIF PLOANTING WILL NOT OCCUR WITHIN A FEW DAYS. D. TTBApCCRKpFFIUUH Prr TTWIITHSS PLANTING LL SOIL MIX AND FERTILIZER UNTIL PIT TWO-THIRDS ULL..�q T7A�MNP AND E WMA�TTERVgEACH ANDESHAPE SURFAGi SO THATSLOP�S TO RAIN FOMfZUNk A MATCHES GROUND AT E�GE OF �LANTING PIT. E. MULCH WITHIN (48 HOURS AFTER PLANTING AND AFTER APPLYING THE PRE -EMERGENT HERBIPIDE,7CCEPT GROUND MMEDIATELY AFTERIECPLANTING. HAVE LL ORGANIC LLINESASHALL PLACED DT WITHRA SMOOTH GCONSISTENT EDGE TO A MULCH DEPTH OF 3ANDHQS. KEIR EP MULCH OUT OF THE CROWNS OF SHRUBS AND OFF BUILDINGS, SIDEWALKS, LIGHT S. 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. q o � I o r r !,o' `~ � EFs �' C ' J • a Y ' L[gi Ji i 3 t fII 1 r am a.. LANDSCAPE SCHEDULE: Acer sacharinum SUGAR MAPLE Pinus Strobus WHITE PINE Picea abies NORWAY SPRUCE LANDSCAPE PLANTING TABULATIONS: INTERIOR PARKING LOT PLANTINGS: REQUIRED: 3 TREES (1 TREE PER 10 PARKING SPACES) TOTAL PARKING WITHIN PARKING LOT: 32 SPACES PROPOSED INTERIOR PLANTINGS: 3 TREES PERIMETER PARKING LOT PLANTINGS. - REQUIRED: 20 TREES (1 TREE PER 40 LINEAR FOOT) TOTAL PARKING PERMITER, BOTH PHASES: 785 LF PROPOSED PERMITER PLANTINGS: 23 TREES NOTE: REMOVE ONLY BROKEN SPACING CONT. REMARKS BRANCHES, WHILE RETAINING ORIGINAL AS SHOWN B&B FORM AS SHOWN B&B 0�-- AS SHOWN B&B 0 THREE HARDWOOD STAKES PER TREE WITH RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND N BASKET FROM TO 1/3 OF ROOTBALL r, r— 2" SHREDDED HARDWOOD MULCH NIF LAWREtdCE p. & ASPACIA COVERSTONE ` T 1NST # 020012885 CUT EDGE OF MULCH RING FINISH GRADE COMPACTED PLANTING SOIL MIX PAD OF PLANTING SOIL MIX 95% COMPACT 1 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 f 12" MIN. T 'PICAL EVERGREEN TREE PLANTING DETAIL L� 1 n] � w J ..I:•�.r........ —� ci`" E U Q ; a 0 N iA cA ) cu = c� Go O 3 —�— y _U pp tV U? c p CU3 PRIVATE 2 t > R,11 E (� LIMIT' E u m _q U U C Z O t 4Gp o U v m � `- a ti 52s m z z W > a J � � O t RICHARD &f Q W c) D. B. 94ti 0 � � U �/TM.�/64- ZONE. 1Y 1 Q � Z � p- LLJ Q z Q F� W � z z c) W D_ ~ cf) o o 0 0 Qz r ..I � CD E­+ � Q Z 0 W I Q y T. N. 64- (i A))-82 :� \ ZONE- RA NOTE: THIS SHEET FOR LANDSCAPE PURPOSES ONLY. USE: VACANT O.F CLM S. BADER No. Q25 04 �/c7i9 PLAN STATUS 02 04 03 PER COMMENTS 03 25 03 REV. PER COMMENTS o 05/06/03 REV PER FRED. CO. PLAN. 06/02/03 REV PER FRED. CO. PLAN. o 96/20/03 FOR SIGNATURE ° DATE DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD SCALE H: 1 =50 V: JOB No. 1934-01 —001 Q DATE 11 /08/02 FILE No. SHEET 9 OF 10 EROSION AND SEDIMENT CONTROL NARRATIVE TEMPORARY STONE 3.02-1 �E OUTLET PROTECTION 3.18-1 TABLE 3.32-C B CONSTRUCTION ENT 89M SITE SPECIFIC PERMANENT SEEDING MIXTURES ENTRANCE A q FOR APPALACHIAN/MOUNTAIN AREA DESCRIPTION: THIS PROJECT PROPOSES TO DEVELOP APPROXIMATELY 8+ OF LIGHT INDUSTRIAL WAREHOUSE 70' MIN. AND ASSOCIATED UTILITIES. 5 1 6" MIN. A 0.3' EXISTING high density Total L s. CIO PAVEMENT Minimum Care Lawn Per Acre polyethylene DATES OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE structural plastic APPROXIMATELY ONE (1) YEAR TO COMPLETE. ado d0 -Commercial or Residential 200-250 lbs. (� B FILTER CLOTH A MOUNTABLE BERM PIPE OUTLET TO FLAT - Kentucky 31 or Turf -Type Tall Fescue 90-100% 27 1 /2" (typ ) (OPTIONAL) AREA WITH NO DEFINED - Improved Perennial Ryegrass * 0-10% EXISTING SITE CONDITIONS: THIS SITE IS CURRENTLY VACANT. THIS SITE LIES WITHIN THE OPEQUON SIDE ELEVATION CHANNEL - Kentucky Bluegrass 0-10% + Top View + Trash Rack Assembly DRAINAGE SHED, RUNOFF FLOWS PREDOMINANTLY THROUGH A LARGE DRAINAGE SWALE FROM THE EXISTING GROUND PLAN VIEW SOUTHERN BOUNDARY TO THE NORTHERN BOUNDARY AND INTO THE EXISTING WET POND. High -Maintenance Lawn 70' MIN. Minimum of three (3) up to five (5) varieties of Troal, rods manufactured NOTES La bluegrass from approved list for use in Virginia. 125 lbs. b' Plastic Solutions Inc. SED�t�(T BASIN I ADJACENT AREAS: THIS SITE IS BOUNDED ON ALL SIDES BY WINCHESTER INDUSTRIAL PARK PARCELS WASHRACK 10' MIN. 9 PP 9 �722-4694 28" MODIFY EXISTING To MEET NEW ZONED M-L B (OPTIONAL) 0% _ d 17 3/4" DESIGN REQUIREMENTS J * General Slope (3:1 or less) mum CRITICAL AREAS: THIS SITE WILL DRAIN INTO AN EXISTING SEDIMENT BASIN ADJACENT TO ROUTE 50. THE SFo�xr r s PROVIDE NEW OUTLET SEDIMENT BASIN WILL BE REHABILITATED AND MAINTAINED IN AN AREA RESERVED FOR A FUTURE SWM 312 10' MIN. EXISTING -Kentucky 31 Fescue 128 lbs. u TOP Of `� STRUCTURE FACILITY. SECTION A -A - Red Top Grass 2 lbs. PAVEMENT - Seasonal Nurse Crop** 20 lbs. Precast riser N FILTER CLOTH KEY IN 6"-9'; RECOMMENDED p 150 lbs \�\ '�� op �' FOR ENTIRE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES: CONTROL OF EROSION AND SEDIMENTATION FOR THIS SITE VDOT 1 Low -Maintenance Slope (Steeper than 3:1) /.\< SHALL BE ACHIEVED BY INSTALLING THE FOLLOWING: # B -POSITIVE DRAINAGE 10 MIN. COURSE AGGREGATE PRECAST DIAMETER TO SEDIMENT �-+�- -Kentucky 31 Fescue 108 lbs. per} r TRAPPING DEVICE I -Red Top Grass 2 lbs. r segment * MUST EXTEND FULL WIDTH A - Seasonal Nurse Crop** 20 lbs. t6 1. CONSTRUCTION ENTRANCE P Steps u 2. SILT FENCE OF INGRESS AND EGRESS OPERATION PLAN VIEW 3» MIN 3d0(MIN.) - Crownvetch *** 20 lbs. 3. TEMPORARY DIVERSION DIKE » j 150 lbs 12' MIN. 3 MIN. 4. TEMPORARY SEDIMENT BASIN PIPE OUTLET TO WELL * Perennial Ryegrass will germinate faster and at lower soil 5. CHECK DAM DEFINED CHANNEL temperatures than fescue, thereby providing cover and erosion 6. OUTLET & OUTLET PROTECTION resistance for seedbed. •"• ° PLANVIEW Precast riser- 7. TEMPORARY SEEDING ** Use seasonal nurse crop in accordance with seeding dates as ' ' mef t ::•; 8. PERMANENT SEEDING .. La stated below:M• •• '� ' bow 9. MULCHING FILTER CLOTH SECTION A -A March, April through May 15th Annual Rye •:••• V May 16th through August 15th Foxtail Millet • . , . Y• " 0%-� d August 16th through Sept.,Oct. Annual Rye MAINTENANCE PROGRAM: THE EROSION AND SEDIMENT CONTROL MEASURES INSTALLED ON THIS SITE SHALL �. � 6 7 November through February Winter Rye Sect. A -A Elev. B-B BE MAINTAINED BY PERFORMING THE FOLLOWING: r ~ ' ;• • •� ,,�• .. •.• � . � ; �} • .,' ,. SECTION A -A NOTE. CUSTOM SIZES AVAILABLE UPON REQUEST 'D - �' .. • • • •M =` w FILTER CLOTH KEY IN 6"-9", RECOMMENDED *** If Fl�atpea is used, increase to 30 lbs./acre. All legume seed „ 24o McGhee Rona *�. FOR ENTIRE PERIMETER must be properly inoculated. Weeping Lovegrass may also be 60 PYRAMID PLAS77C -1 E 1. THE SITE SUPERINTENDENT SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH P.O. Box 43M = NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION included in any slope or low-maintance mixtures during warmer SOLU71ONS a o 0 2 RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGED OR DEFICIENT CONTROLS SHALL seeding periods; add 10-20 Iles acre in mixes. TRASH RACK " Q VA r�sa4 o (0 6) cD BASKET, OR CONCRETE. g p / INC. 540-722-4694 �" 6 to BE REPAIRED OR IMPROVED IMMEDIATELY. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED WrrH CONCHM PJM (5 cm -- c "W.Piastic-saution.com m M O j REINFORCED CONCRETE DRAIN SPACE USING PLATES 3.18-3 AND 3.18-4. m m 'c "•I o75 2. THE SITE SUPERINTENDENT SHALL INSPECT DAILY THE AREAS OF CONSTRUCTION ACTIVITY TO INSURE SECTION B-B 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT � o W m N U g '2 EROSION CONTROL EFFECTIVENESS. ADDITIONAL MEASURES SHALL BE INSTALLED IMMEDIATELY WHERE LESS THAN 6 INCHES. TABLE 3.31-B 3.14-2 = 8 � > N 00 DEFICIENCIES ARE FOUND. CONSTRUCTION OF A SILT 'ENC ' ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS EXISTING TEMPORARY se G U5 N S 0 3 co 3. PERMANENT EROSION CONTROL MEASURES INCLUDE THE INSTALLATION OF RIP RAP AT STORM SEWER (WITH WIRE SUPPORT) IQUICK REFERENCE FOR ALL REGIONS SEDIMENT BASIN 1 Co iri 3 a= OUTFACES AND THE ESTABLISHMENT OF GRASS ON EXPOSED SURFACES DISTURBED IN THE CONSTRUCTION MIN. 2.0' 3 = � o m 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. Rate DESIGN HIGH WATER m r TB = 90.00 PROCESS. TRENCH UPSLOPE ALONG THE LINE ROCK CHECK DAM 3.20-1 Cp ..�' ..�' ..� Planting Dates Species (lbs./acre) (25-YR. STORM ELEV.) 0.5' OF POSTS. 4. SEDIMENT SHALL BE REMOVED FROM ANY TRAPPING DEVICE WHEN THE SEDIMENT HAS ACCUMULATED TO 2 ACRES OR LESS OF DRAINAGE AREA: Sept. 1 - Feb. 15 50/50 Mix of MIN. 3.0' ONE HALF THE HEIGHT OF THE TRAPPING DEVICE. THE MATERIAL REMOVED FROM THE TRAPPING DEVICES Annual Ryegrass MAY BE DISPOSED OF BY SPREADING IT ON SITE OR HAULING IT OFF SITE IF NOT SUITABLE FOR FILL. {Lolium mufti-florum) MIN. 1.0 TS = 87.Q0 -! i / y & 50 - 100 Cereal (Winter Rye 67 C.Y./ AC. _:::-::_ _ RISER CREST Q EROSION AND SEDIMENT CONTROL PROGRAM: 6" Secal cereale "DRY" STORAGE - DEWATERING DEVI E 60" DIA%Z 3' 67 C.Y./ AC. PRECAST CONCR MANHOLE U PHASE I / V f �'� 111i --� -� Jill (OPTIO�)TM Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 "WEl"' STORAGE BASE 85.50 1. HOLD PRE CONSTRUCTION MEETING. / ��''� / / G� � w G�� } _ (Loiiium mufti-fiorum) > 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. MUD AND DEBRIS SHALL BE WASHED FROM / _ (DOWNSTREAM VIEW) NT CLEANOUT POINT � May 1 - Aug. 31 German Millet 50 SEDIH-E H ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND CONTAINED ON SITE. ALL SEDIMENT LADEN WATER � r (Setaria italica) z SHALL BE FILTERED BY A TRAPPING DEVICE AS SHOWN ON THE PLAN. FLOW i „ _ I VDOT 11 DESIGN ELEVATIONS WITHOUT F-�W rI � 3. INSTALL TREE PROTECTION DEVICES. III III f COARSE AGGREGATE EMERGENCY SPILLWAY 0 � o 4. CLEAR AND GRUB AREAS NECESSARY FOR INSTALLATION OF PERIMETER DIVERSION DIKES, SILT FENCE, 4- 2, 3' Seeding ( RISER PASSES 25-YR. EVENT ) U SEDIMENT TRAPS AND SEDIMENT BASINS. FLOW T ( SEE SHEET 10 FOR CALCULATIONS) 5. INSTALL AND STABILIZE PERIMETER DIVERSION DIKES, SILT FENCE, SEDIMENT TRAPS, AND SEDIMENT 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE Seed shall be evenly applied with a broadcast seeder, drill, z BASINS. FENCE ND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL cultipacker seeder or hydroseeder. Small grains shall be TEMPORARY 3.14-2 W Q planted no more than one inch deep. Grasses and legumes SB " LL1 shall be planted with no less than 1 4soil cover. p > ry PHASE it SEDIMENT BASIN 2 2-10 ACRES OF DRAINAGE AREA: MIN. 2.0' Li 1. ROUGH GRADE THE SITE. PERIMETER CONTROLS SHALL REMAIN IN PLACE FOR THE DURATION OF DESIGN HIGH WATER 85Q � Iz CONSTRUCTION. % �:;> II / (25-YR. STORM ELEV.) = .00 IZ LL_ 2. AFTER ROUGH GRADING THE SITE, CONSTRUCT THE STORM SEWER, INSTALLING INLET AND OUTLET -"; :; /'» 6 Q ll MIN. 3.0 PROTECTION AS THE STORM SEWER IS BUILT. II {I t-- 3. FINE GRADE THE SITE, INSTALL ROADWAY SUB BASE AND BASE PAVING. TEMPORARY SOIL STABILIZATION it FILTER CLOTH 3' MIN. 1.0' TS = 83.60 SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS IF THE AREA IS TO REMAIN _ � DORMANT FOR MORE THAN (21) DAYS. ® - FLOW {OPTIONAL) 67 C.Y./ AC. RISER CREST O F- _ � "DRY" STORAGE - ... •.�.- -�� � � � 4. AFTER APPROVAL BY THE INSPECTOR, REMOVE THE TEMPORARY CONTROL DEVICES AND STABILIZE THE (DOWNSTREAM VIEW) p AREAS DISTURBED DURING REMOVAL. III - it I DEWATERING DEVI E 60 DIA I- O 5. TEMPORARY SEDIMENT BASINS SHALL BE CLEANED AND SHALL REMAIN IN SERVICE AS STORMWATER I 67 C.Y./ AC. PRECAST CONCR MANHOLE MANAGEMENT PONDS. EXTENSION OF FABRIC AND WIRE INTO TIME TRENCH. VDOT #1 "WET" STORAGE BASE $1.90 O [-1 GJ; COARSE AGGREGATE U n- LIJ NOTE: FREDERICK COUNTY RETAINS THE RIGHT TO ADD TO OR MODIFY THESE EROSION AND SEDIMENT FILTER FABRIC FLOW=� 3' SEDIMENT CLEANOUT POINT z W CONTROL MEASURES DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO ENSURE ADEQUATE DESIGN ELEVATIONS WITHOUT 0�' Cn PROTECTION OF THE PUBLIC AND THE ENVIRONMENT. I�I I WIREI Cn RMERISER PENC ASSES25S1PIL�WN Y 1l1111 CLASS I RIPRAP ( SEE SHEET 10 FOR CALCULATIONS) W O W � z TEMPORARY 3 "-' TEMPORARY 3.09-1 IS Q RWD DD = -i-�►�- Q co RIGHT-OF-WAY DIVERSION DIKE DIVERSIONS COMPACTED SOIL 18" MIN. -----------­--- --a-__I H VDOT #1 COARSE 18" MIN. ---_------------------- AGGREGATE- : :_ FLOW Fpj It U S S BADER 9 I B DE GRAVEL AND WIRE MESH 4.5' MIN. No. 25 04 OA DROP INLET SEDIMENT NAL FILTER PLAN STATUS M 1'X4'X4'-8' SLATS, 2-FINISH NAIL AT 6MINIMS 18" MIN. °� TOP AND BOTTOM 02 04 03 PER COMMENTS GRAVEL 2'X4'X4' BEAMS, TOE NAIL TO POST 03 25 03 REV. PER COMMENTS C RUNOFF WATER *(12" MIN. DEPTH) 06 20 03 FOR SIGNATURE Q, WITH SEDIMENT-7 0 TYPICAL GRAVEL STRUCTURE 0 4'X4"X8' POSTS - c SPECIFIC APPLICATION COMPACTED SOIL THIS METHOD OF INLET PROTECTION IS APPLICABLE t.` a'-o` WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, NOTES: `* DATE DESCRIPTION ' BUT NOT WHERE PONDING AROUND THE STRUCTURE - --` y MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE 1. PRESERVATIVE STAIN ON ALL WOOD. TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. COLOR TO MATCH THAT OF BLDG. ,,, "- o -`: r JTA BCG CSB �IIIII ► WIRE MESH 2. FINISHED SIDE OF FENCE SHALL FACE I ;-;., I :z DESIGN DRAWN CHKD ADJOINING PROPERTY, IF APPLICABLE. �; H: AS SHOWN i SEDIMENT * SCALE FILTERED GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE COMPACTED GRAVEL A` ` V: WATER AGGREGATE. WOOD FENCE DETAIL JOB No. 1934-01 -001 FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING DATE 11 08 02 6' ""` STORM DRAIN 3.07 NOT TO SCALE FILE No. -2 ip o R INLET PROTECTION 8 OF 10 TYPICAL EARTHEN STRUCTURE SHEET 35- R£OU RED ACCESS PANELS BOTH SIDES 98 L.�573z- G WET coal .02-0 36- X 60" DOUBLE ACCESS DOOR GAME CABLES mats) OTT SEYIER 35 3/16 6 15/32 r W7 � 5' DW LIFT 1YELL (BY OIFERS) I 1 7/8 1 9/16 26 � wET w 7/16 - DRILL 2 3/4 ' DEEP 4 1/8 8 HOLES, FOR 3/8 ' ANCHORS (BY OTHERS) 7 11/16 1/2 LOW LEVE1_ Cur -OFF SIDE ELEVATION VIEW 29 ACCESS DOOR REF. 3/16 PLAN VIEW (BASE ANCHOR LOCATIONS) BASE ELBOWS (SY Ortff3n) FRONT ELEVATION VIEW SANITARY SEWER LIFT STATION. NOT TO SCALE USED WITH: KSB GRINDER PUMPS MODEL# KRTF40-160/22U ITEM DESCRIPTION MAT'L & SIZE 1 PUMP (GRINDER)CAST IRON (BY OTHERS) 2 STRUCTURE ACCESS CAST CONCRETE, STEEL 3 BALL VALVE PVC 2" 4 CHECK VALVE PVC 2" 5 WETWELL VENT PVC 4" 6 CONTROL PANEL STEEL 8' ORFICE HEAVY PAVEMENT SECTION 1.5" SM-12.5A SURFACE COURSE 4" BM-25.0 BASE COURSE 8" SUBBASE VDOT STD. GR-21 A -COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. TYPICAL HEAVY PAVEMENT SECTION NOT TO SCALE STD PRECAST 30- RP 60. OIA MAIWOL£ STRUCTURE (NO TOP) 06.19 - 100 YR VISL 85.45 - 10 YR WSL 87.00 84.99 - 2 YR WSL 8. ORfiCE STD PRECAST INV-85.50 MAN HOLE STRUCTURE W ORFN;E 30' RCP INV. - 81.10 TRASH RAOK BY EASTERN SUPPLY 1v ere eN�im� r� lrtu mwe�1. POND 1 OUTLET STRUCTURE NOT TO SCALE STD PRECAST 111' RCP 60- DIA MANIOLE STRi}CTURE (NO) 84.17 - 100 YR WSL 83.77 = 10 YR WSL 83.60 82.95 - 2 YR WSL STD PRECAST MANHOLE 4- ORncE STRUCTURE INV-81.90 (NO TOP) 18- RCA 10- ORFICE I I WV. - 77.00 TRASH RACK BY EASTERN SUPPLY 1992 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project ? \ �( Basin # Location Total area draining to basin: Aaods antis. Basin Volume Design Wet Storage: 1. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu yds x saes = t%s 5 cu. yds. z Available basin volume = /g�o�j cu. yds. at elevation _ - (From storage - elevation curve) 3. Excavate d cu. yds. to obtain required volume. " Elevation corresponding to required volume - invert of the dewatering orifice. 4. Available volume before cleanout required. 33 cu. yds. x Zj,5acres = 2UO cu. yds. 5. Elevation corresponding to cleanout level =. (From Storage - Elevation Curve) 6. Distance from invert of the dewatering orifice to cleanout level = Z�rzfL (Min, = 1.0 ft.) Dry Storage 7. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres 67 cu. yds x 2 C C acres - IS49 cu, yds. III - 112 Reservoir ReportPage 1 Reservoir No. 1 - SED BASE 1 Ergbh Pond Data Pond storage is based on known contour areas Stage I Storage Table Stage Elevation Contour area Incr. Storage Total storage ft ft agft tuft tuft 0.00 81.50 I.M 0 0 0.50 82.00 14,145 3,871 3,871 1.50 83.00 15.825 14,985 18,856 2.50 84-00 17,577 le,7ol 36,557 3.50 85,00 19,401 18,489 54,U6 4.50 86.00 21,297 20,349 74.395 5.50 87.00 23,265 22,281 96,676 6.50 88.00 25,305 24,285 120,961 Culvert I Orifice Structures Weir Structures [A] [el [C] [D] [A] [B] [C] P) Rise In = 30.0 8.0 0.0 0.0 Crest Len ft = 15.70 0.00 0.00 0.o0 Span in = 30.0 8.0 0.0 0.0 Crest El. ft = 87.00 0.00 0.00 0.60 No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 0.00 0.00 0.00 Invert El. ft = 81.10 85.50 0.00 0.00 Eqn. Exp. = 1.50 0.00 0.00 0.00 Length ft = 40.0 0.0 0.0 0.0 Mum -stage = Yes No No No Slop" % = 1.00 0.00 0.00 0.00 N Value = .013 .013 .000 .000 Ortf. Coeff. = 0.60 0.60 0.00 0.00 Mulu-stage = - Yes No No Tallwater Elevation - 82.70 ft Stage / Storage I Discharge Table ftA Nft9b"rr ion W%0f=d, dw"Mr ail cwod. Stage Storage Eweatlon Ctv A Chi B Ctv C Ctv D Wr A Wr B WWr C Wr D Discharge ft tuft ft cfs eft cfa cft cis eft cfa eft cfe 0.00 0 81.50 0.00 0.00 - - 0.00 - - - 0.00 0.50 3,871 82-00 0.00 0.W - - 0.00 - - - 0.00 1.50 18,858 83.00 10.57 0.00 - - 0.00 - - - 0.00 2.50 35.557 84.00 25.79 0.00 - - 0.00 - - --- 0.00 3,50 54,046 85.00 35.84 0.00 - - 0.00 - - - 0.00 4.50 74,395 86.00 42.93 0.69 - - 0.00 - - - 0.69 5.50 96A76 87,00 49.01 1.82 - - 0.00 - - - 1.82 6.50 120,961 88.00 54AI 2.40 - - 47.10 - - - 49.50 STORM SEWER DESIGN LINE DRAIN AREA THE CONC. i INIHR C i C CYAC DISCHARGE UPPER INVERT LOWER INVERT LENGTH OF PIPE FT. SLOPE OF PIPE % SEE OF PIPE IN. UPPER TOP LOWER TOP V F.P.S. PIPE CAP FULL cfs NO. NO. AiNCP. AC ATOTAL AC t1NCH. MIN. tTOT,L MIN. OiNCN. cis Orarx cis 65 64 0.20 020 5 5 6.90 0.90 6.12 1.22 1.22 94.32 93.22 110 too 15 99.58 98.86 4.40 6.46 64 63 0.58 0.78 5 5 6.90 0.90 6.12 3.55 4.77 93.02 91.82 120 1.00 15 98.86 98.96 5.71 6.46 63 62 0.58 1.36 5 5 6.80 1 0.90 8.12 3.55 8.32 1 91.62 90.32 135 0.96 18 1 98.96 98.76 6.40 110,32 62 61 0.53 1.89 6 5 6.90 0.90 6.12 324 11.57 90.12 87.34 125 222 i8 98.76 97.29 7.35 15.69 68 67 0.56 0.56 5 5 6.90 0.90 6.12 3.43 3.43 91.01 89.10 125 1.53 18 96.36 96.30 4.72 13.00 67 66 0.58 1.14 5 5 6.80 0.90 6.12 3.55 6.98 88.90 88.31 119 0.50 24 96.30 96.40 5.41 15.97 66 61 0.71 1.85 5 5 6.90 0.90 6.12 4.35 11.32 88.11 87.04 215 0.50 24 96.40 97.29 5.41 16.00 61 60 0.35 1 4.09 6 5 6.90 0.90 6.12 2.14 25.03 86.84 86.36 37 1.30 24 97.29 1 NA 8.35 25.83 111 110 1.37 1.37 5 5 6.90 0.90 6.12 8.38 8.38 89.80 65.00 350 1.37 18 94.00 NA 6.71 1 12.32 ------------- ---------------------------------- -------- - HYDRAULIC GRADE LINE COMPUTATIONS - o Z Z ? OUTLET -------------- WATER SURFACE ELEV. ---- D. ------ Q. - L. ---- Sro% - - H1 Vo H Q, V, JUNCTION QV, V?l29 LOSS H, NG H,,, H1 1.3H1 0.! i, FINA F`-I INLET - -- WATER SUR AC E ELEV. - - RIM ELEV. ill 86.20 1 18 8.38 138610.64 2.46 6.71 0.17 0.00 1 0.00 0.0 0.00 0.00 0 0.00 0.17 0.23 0.11 2.57 88.77 94.00 61 87.96 24 25.03 37 1.20 0.44 9.35 0.34 11.32 5.52 62-5 0.47 0.17 180 0.24 2-42 3.14 1.57 2-02 89.98 97.29 11.57 9.69 112.1 1.46 0.51 90 1.17 62 89.98 18 11.57 125 1.21 1.51 9.69 0.36 8.32 6.48 53.9 0.65 0.23 180 0.33 0.92 1.19 0.60 2.11 92.09 98.76 63 92.09 1 18 8.32 113510.63 0.85 6.48 0.16 4.77 1 5.76 27.5 0.52 0.18 1801 0.41 1 0.76 0.76 0.38 11.22 93.31 1 98.96 64 93-31 15 4.77 120 0.55 0.65 5.76 0.13 1.22 4.04 4.9 0.25 0.09 180 0.20 0.42 D.42 0.21 0.86 94.17 98.86 65 94A7 15 1.22 110 0.04 0.04 4.04 0.06 0.00 0.00 0.0 0.00 0.00 180 0.00 0.06 O.D6 0.03 0.07 94.25 99.58 66 89.98 24 11.32 215 0.25 0.54 5.52 0.12 6.98 4.92 34.3 0.38 0.13 180 0.19 0.44 0.57 0.28 0.82 90.80 96.40 67 90.80 24 6.98 119 0.10 0.11 4.92 0.09 3.43 6.20 21.3 0.60 0.21 130 0,36 0.66 0.66 0.33 0.44 91.24 96.30 68 91.24 18 3.43 125 0.11 0.13 6.20 0.15 0.00 0.00 0.0 1 0.00 0.00 180 0.00 0.15 0.15 0.07 0.21 91.45 96.36 RIPRAP CHANNEL PROTECTION POND 2 OUTLET STRUCTURE PIPE 6"1 `IW- 60 615' 181 NOT TO SCALE 70 6- 8' s POND 61 8' S' 1992 3.14 16. With emergency spillway: Assumed available head (h) fL (Using QZ) h - Crest of Emergency Spillway Elevation - Crest of Riser Elevation Without emergency spillway: Assumed available head (h) >m ft. (Using Q25) h - Design High Water Elevation - Crest of Riser Elevation 17. Riser diameter (Dr) _ Q in. Actual head (h) = 1,4s fL (From Plate 3.14-8.) IZ=: Avoid orifice flow conditions. 18. Barrel length (1) _ ft. Head (H) on barrel through embankment = 'Tt (From Plate 3.14-7). .r 19. Barrel diameter = in. (From Plate 3.14-B !concrete pipe] or Plate 3.14-A [corrugated pipe]). 20. Trash rack and anti -vortex device Diameter -®� inches. � Height = 2-9 / inches. (From Table 3.14-D). Elitist= S^7-,� 1}M Design 21- Required spillway capacity Q. Q25 - Op = _ cis. 22. Bottom width (b) = ft ; the slope of the exit channel (s) _ ft./foot; and the minimum length of the exit channel (x) fL (From Table 3.14-C'). 1992 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project Basin # „ location >�j�-• Total area draining to basin: acres. Basin Volume Design Wet Storage: 1. Minimum required volume - 67 cu. yds x Total Drainage Area (acres). 67 cu. yds. x acres cu. yds. Z Available basin volume = Z6.2L cLi yds at elevation. (From storage - elevation curve) 3. Excavate 0 cu. yds. to obtain required vohime'. ' Elevation corresponding to required vui;Atue = invert of the dewatering orifice. 4. Available volume before cleanout required. 33 cu. yds. x 3,g acres = _112 cu. yds. 5. Elevation corresponding to cleanout level - 90*�- . (From Storage - Elevation Curve) 6. Distance from invert of the dewatering orifice to cleanout level ,? fL (Min. = LO fL) Dry Storage: 7. Minimum required volute = 67 cu. yds. x Total Drainage Area (sera). 67 cu, yds. x acres.o cu. yds. III - 112 1992 3.14 8. Total available basin volume at crest of riser` _ 1 cu. yds. at elevation �70A (From Storage - Elevation Curve) ' Minimum = 134 cu. yds./acre of total drainage area 9. Diameter of dewatering orifice = in 10, Diameter of flexible tubing = j in. (diameter of dewatering orifice plus 2 inches). pre i in ry Design Elevations 11. Crest of Riser = $ %?_I�_ Top of Dam = 10 Design High Water = g$ - Upstream Toe of Dam - $� Basin ShaM 12. je,ngLb of Flow Effective Width We If > Z, baffles are not required If < Z. baffles are required Runo 13. Q2 = 6 cis (From Chapter 5) 14. 025 = $ 2. cfs (From Chapter 5) �i , l Design 15. With emergency spillway, required spillway capacity Qp = Q2 = ds. (riser and barrel) Without emergency spillway, required spillway capacity Qp - Q25 = %Lcfs. (riser and barrel) 1992 3.14 Anti Collar Design 23. Depth of water at principal spillway crest (Y) _ ft. Slope of upstream face of embankment CE) = 3 :1. Slope of principal spillway barrel (Sb) = O„ Rio Length of barrel in saturated zone (W - 5'40 ft. 24. Number of collars required = �_ dimensions = _ (from Plate 3.14-12). Final Design Elevations 25. Top of Dam = $ 0' Design High Water = 5 Emergency Spillway Crest = r� Principal Spillway Crest = Dewatering Orifice Invert Cleanout Elevation $0-'�2 Elevation of Upstream Toe of Dam or Excavated Bottom of 'Wet Storage Area' (if excavation was performed) i%-- 1"2 AnillSerD far Desium 23. Depth of water at principal spillway crest (Y) e Jr ft. Slope Of upstream face of embankment (Z) _ :1. Slope of principal spillway barrel (Sb) Length of barrel in saturated zone 0 ft. 24. Number of collars required = dimensions (from Plate 3.14-12). Final Design Elevations 25. Top of Dam = Design High Water = R g Emergency Spillway Crest - N Principal Spillway Crest - � Dewatering Orifice Invert = _ - C3eanout Elevation - Elevation of Upstream Toe of Dam or Excavated Bottom of 'Wet Storage Area" (ff excavation was performed) _ So 1992 3.14 8. Total available basin volume at crest of riser' _� cu. yds. at elevation 400 (From Storage - Elevation Curve) ' Minimum = 134 cu. yds./acre of total drainage area. 9. Diameter of dewatering orifice = in. 10. Diameter of flexible tubing in. (diameter of dewatering orifice plus 2 inches). Prelimirary Design Elevations 11. Crest of Riser = �� Top of Dam = T' Design High Water Upstream Toe of Dam Basin S ne 12. Lena of Elow Z Effective Width We If > 2, baffles are not required t� If < 2, baffles are required Runo 13. Q2 = % $ cfs (From Chapter 5) 14. Q25 = cfs (From Chapter 5) Principal 5p9j&y Design 15. With emergency spillway, required spillway capacity Qp = Q2 = cis. (riser and barrel) Without emergency spillway. required spillway capacity Qp = C225 = /6 cis. (riser and barrel) Reservoir Report Paw 1 Resarvolr No. 2 - Sod Basin 2 e rQfish Pond Data Pond storage is based on known contour areas Stage I Storage Table Stage Elevation Contour area Incr. Storage Total storage ft ft sgft putt cult 0.00 77.00 100 0 0 1.00 78.00 439 270 270 3.00 80.00 1,616 2,055 2,325 5.00 82.00 3,148 4,764 7,089 7.00 84.00 5,288 8,436 15,525 8.00 84.60 6,414 5,851 21,376 Culvert I Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [Cl [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span In = 0.0 0.0 0.0 0.0 Crest El. ft = 0.00 0.00 0.00 0.00 No. Barrels= 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert EL ft = 0.00 0.00 0.00 0.00 Eqn. Exp. = 0.00 0.00 0.00 0.00 Length ft = 0.0 0.0 0.0 0.0 Mufti3tage = No No No No Slope % = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 Ouif. Coeff. = 0.00 0.00 0.00 0.00 Mutts -Stage = - No No No Tallwater Elevation = 0.00 ft Stage I Storage I Discharge Table Nd[ AN MA- t M bW �'»d vld(MM ATO ail OVARi Stage Storage Elevation Chr A Chi B Chi C Ctv D Wr A Wr B Wr C Wr D Discharge ft curt ft cis cis cfe ifs efs cra cia cta cis 0.00 0 77.00 - - - - - - - - 0.00 1.00 270 78.00 - - - - - - - - 0.00 3.00 2,325 80.00 - - - - - - - - 0.00 5.00 7,089 82.00 - - - - -- - - - 0.00 7.00 15,525 84.00 - - - - - - - - 0.00 8.00 21,376 84.50 - - - - - - - - 0.00 3.14 1992 3.14 16. With emergency spillway: Assumed available head (h) ft. (Using Q2) h = Crest of Emergency Spillway Elevation - Crest of Riser Elevation Without emergency spillway: Assumed available head (h) ft. (Using 025) h - Design High Water Elevation - Crest of Riser Elevation 17. Riser diameter (Dr) _ in. Actual head (h) _'04 ft. (From Plate 3.14-8.) B=: Avoid orifice flow conditions. I& Barrel length (1) � ft. Head (H) on barml through embankment = _2_�LfL (From Plate 3.14-:1). 19. Barrel diameter = in. (From Plate 3.14-11 [concrete pipe] or Plate 3.14-A [corrugated pipe]). 20. Trash rack and and -vortex device Diameter - . !�p inches. Height =_ inches. (From Table 3.14-D). 21. Required spillway sty Qe Q?5 - Qp - cis. 22. Bottom width (b) fL; the slope of the tut channel (s) - ft/foot; and the minimum length of the exit diamiel (x) ft. (From Table 3.14-Q. v J .a J E CL ,z r 8 2 CD cm �� _ CJ CM _ -� (D= 75 U_ N O to (n 1` N 0 o o U CD U_ CD o r- m 3Cd U tors m r" m 0 o E IJj 3 c c CO�N� o n t LL M L� z 1.4 O QF Q, O ..4 Ile C) r -� _U Q ry LLj d Q W T� V 1 Cf) � z O w U Q J � � O o Q U ►--+ U J W I- W Lij C) C)LJLLj L � z <L IBC CL S S. ADER No. 257 4 s / b �' ONAL r02/04/03 LAN STATUS PER COMMENTS REV. PER COMMENTS FOR SIGNATURE -, DATE DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD SCALE H: AS SHOWN V: JOB No.1934-01-001 c: DATE 1 1 /08 02 FILE No. SHEET 10 OF 10 OWNER RGR, L.L.C. PARCEL IDENTIFICATION NO. TM 64-(A), PARCEL 80L LOT AREA 8.47 AC DISTURBED AREA 8.04 AC CURRENT ZONING M1 CURRENT USE VACANT AND OWNER WINCHESTER INSDUSTRIAL PARK L.L.C. PARCEL IDENTIFICATION NO. TM 64-(A), PARCEL 81 -A LOT AREA 7.2 AC DISTURBED AREA 6.8 AC CURRENT ZONING M1 CURRENT USE VACANT PROPOSED USE : MANUFACTURING/WAREHOUSE BUILDING HEIGHT: MAXIMUM ALLOWED = 35' PROPOSED = 35' BUILDING SETBACKS: REQUIRED: FRONT: 75' SIDE: 25' REAR: 25' PROPOSED: FRONT: 77.3' SIDE: 81.79' REAR: 83.98' F.A.R. CALCULATIONS MAXIMUM ALLOWED = 1.0 OR 368,953 SF LOT AREA = 368,953 S.F. EXISTING BLDG. = N/A PROP BUILDING (PHASE 1) = 47,775 SF PROP BUILDING (PHASE II) = 46,060 SF PROP BUILDING (® BUILDOUT) = 93,835 SF 93,835 S.F. / 368,953 S.F. = 0.254 F.A.R. PARKING CALCULATIONS (BUILDOUT) REQUIRED PARKING: MANUFACTURING = 3 SPACES/4 EMPLOYEES 42 EMPLOYEES (3 SPACES/4 EMPLOYEES) = 32 SPACES 32 SPACES REQUIRED PARKING PROVIDED: 32 SPACES HANDICAP SPACES REQUIRED: 2 HANDICAP SPACES PROVIDED = 4 LOADING SPACES REQUIRED = 1 PER 40,000 SF = 3 LOADING SPACES PROVIDED = 10 BUFFER AND SCREENING. - PARCEL 64—A-81A REQUIRED: FRONT: EAST SIDE: WEST SIDE: BACK: ACTIVE INACTIVE SCREENING 25' 75' FULL PROVIDED ACTIVE INACTIVE SCREENING FRONT: - - - - --- EAST SIDE: - - - 324' FULL WEST SIDE: - - - - - - --- BACK: - - - - - - OPAQUE FENCE PARCEL 64-A-80L REQUIRED: FRONT: EAST SIDE: WEST SIDE: BACK: ACTIVE INACTIVE SCREENING PROVIDED ACTIVE INACTIVE SCREENING FRONT: - - - - - - --- EAST SIDE: - - - --- --- WEST SIDE: --- - - - --- BACK: --- --- OPAQUE FENCE WINCHESTER INDUSTRIAL PARK AAT - -1 1 -,- - -1 -- - d I - r- - -d I - D A v v - EN -L 11 1 -L -L 0 s S -L 11 -L ii -L -, -LN CONSTRUCTION PLANS AND PROFILES SHAWNEE MAGISTERIAL DISTRICT a F ]PE"E"C'IK COUNT Y V I L i CITY OF WINCHESTER co A�q 2q U �O oR,� �sr GF. �Oq n PREMIER PLA, 12T 655 ING RD. 'PT C SAC NE ROgO Y EAST SIDE MH a � SITE LY zo �6 ti Rt WINCHESTER AIRPORT S �P 7 � s 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' OWNER DEVELOPER ALLIED SYSTEMS CORPORATION C/O ROBERT FROGALE 1936 MILLWOOD PIKE WINCHESTER, VA 22602 (540) 665-9600 1. COVER SHEET 2. NOTES AND LEGEND 3. SITE PLAN 4. STORM SEWER PROFILES 5. WATERLINE PROFILE AND DETAILS 6. EROSION CONTROL PLAN PHASE I 7. EROSION CONTROL PLAN PHASE II 8. EROSION CONTROL NARRATIVE AND DETAILS 9. LANDSCAPE PLAN AND DETAILS 10. SITE CALCULATIONS AND DETAILS ? IJ A p I T L: PL � M -D APPROVAL BLOCK FREDERICK COUNTY ZONING ADMINISTRATOR: Pd4- ljaA'eej DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM DATE OF APPROVAL F.C.S.A. APPROVAL VALID FOR TWO (2) YEARS FROM DATE OF APPROVAL. 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 SAN1 Tr`:-i,n-"u AUTHORITY P.O. BOX 1877 WINCHESTER, VA 22604 540- 868-1061 PHONE: VERIZON P.O. BOX 17398 BALTIMORE, MD 21297 410-954-6282 POWER: ALLEGHENY POWER P.O. BOX 1458^' (�- HAGERSTOWN, MD 21741 1-800-654-3317 l. GAS: —jo° SHENANDOAH GAS CO.o�cg ������ P.O. BOX 2400 WINCHESTER, VA 22604 540-869-1111 �QvjOQ�, Qpo Dote Q o o � V .0 J J E d ci T O U` 04 N ��' c' _ U' cm Of mID (ti Q 7 .-C7 m •C N N C $ C C � 7g m U m cm 3 U 0 - ca E E 0 W 0 c o c c v ._ o It � lLL I com�N?:: Z o Ld Q � Ld Ld W al- LL- U) it b Ld > �E �� U 0 ®o n- W � Ld < C) W O w (l� CL US S. BAD `b No. 25704 P4 sSIONAL PLAN STATUS 02 04 03 PER COMMENTS 03 25 03 REV. PER COMMENTS 06 20 03 FOR SIGNATURE 0 DATE DESCRIPTION u JTA BCG CSB DESIGN DRAWN CHKD SCALE H: AS SHOWN V: JOB No. 1934-01 -001 DATE 11 08 02 FILE No. SHEET 1 OF 10 0 EXISTING DESCRIPTION W : INDEX CONTOUR "^ ti INTERMEDIATE CONTOUR EDGE OF PAVEMENT CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R PROJECT LIMIT PROPERTY LINE DEPARTING PROPERTY LINE PROPERTY LINE - - RIGHT-OF-WAY - CENTERLINE FLOOD PLAIN CLEARING AND GRADING TREE LINE k .._.,. w��. ......�r.��.. STREAM OVERLAND RELIEF PATHWAY X FENCE LINE EASEMENT ... Vvl WATER LINE SANITARY SEWER '� STORM DRAIN - -- - ELECTRIC SERVICE - - - -- --- TELEPHONE SERVICE -- ----�- -- -- GAS LINE SPOT ELEVATION UTILITY POLE - - SIGN r SANITARY SEWER IDENTIFIER - 5. = STORM DRAIN IDENTIFIER EASEMENT IDENTIFIER WATER METER FIRE HYDRANT 0 n=------f_; STREET LIGHT VEHICLES PER DAY TEST PIT LOCATION SLOPES TO BE STABILIZED PURSUANT TO VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CRITICAL SLOPE HANDICAP RAMP (CG-12) -. DENOTES LOCATION OF STD VDOT J CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION DENOTES CLEAR SIGHT TRIANGLE PRE -BLAST FOR FUTURE PIPE INV 1 TRV #1 ELE=101.62 PROPOSED -35- _33 PROP. E/P 8- DIP WA 8" PVC SAN. 18"RCP S.D. +DD00 0 A 2 E TREE o BENCHMARK AGG AGGREGATE MECH AHD AHEAD MH A AREA MI AC ACRE MS ARCH ARCHITECTURAL MSL ASPH ASPHALT MAX ADJ ADJACENT MIN APPROX APPROXIMATE MISC BM BENCHMARK NBL BRG BEARING NA BOC BACK OF CURB N/F BF BASEMENT FLOOR NFA BLDG BUILDING BOV BLOW OFF VALVE OC BRL BUILDING RESTRICTION LINE OD BW BOTTOM OF WALL OHE BK BACK OF CURB OH OHT CB CATCH BASIN OHC CIP CAST IRON PIPE OBJ CL CENTERLINE 1� CENTERLINE PL CLR CLEAR It CMP CORRUGATED METAL PIPE PVI CO CLEAN OUT PVC CONC CONCRETE PVT CTR CENTERLINE PVMT CF CUBIC FEET PC CY CUBIC YARD PT CFS CUBIC FEET PER SECOND PCC CM CUBIC METERS PG CMS CUBIC METERS PER SECOND PROP CBR CALIFORNIA BEARING RATIO PGL C RUNOFF COEFFICIENT PRC CN RUNOFF CURVE NUMBER PRELIM CATV CABLE TELEVISION P&P C&G CURB AND GUTTER CH CHORD Q CHBRG CHORD BEARING RGP DS DOWN SPOUT R DL DOMESTIC LINE RD DA DRAINAGE AREA REINF D DEPTH REQD DB DEED BOOK RR DIP DUCTILE IRON PIPE R/W DWG DRAWING RET DI DROP INLET REV D/W DRIVEWAY DIST DISTANCE SCH DRN DRAINAGE AREA S/W SF EA U,.CH SY EL ELEVATION STD ELEV ELEVATION STIR ELEC ELECTRIC SAN ENGR ENGINEER SEW EP EDGE OF PAVEMENT SBL EQUIP :.:QUIPMENT STM ESMT EASEMENT SD E 'ATF `)F SUPER ELEVATION SEC ES :ND SECTION SPEC EW END WALL EX EXISTING TB EBL EAST BOUND LANE TH ETR EXISTING TO REMAIN TP ETD EXISTING TO BE DEMOLISHED TC ETRP EXISTING TO BE REPLACED TELE ETRL EXISTING TO BE RELOCATED TW TB FD FLOOR DRAIN TEMP FF FIRST FINISHED FLOOR TYP FND FOUNDATION FG FINISH GRADE UG FH FIRE HYDRANT UGE FS FIRE SERVICE UGT FAR FLOOR AREA RATIO UGC FP FLOOD PLAIN UD FPS FEET PER SECOND FOY FOYER VC FT FOOT / FEET VB VF GR GUARD RAIL GAR GARAGE W/M G GAS WBL GFA GROSS FLOOR AREA WM WL HT HEIGHT WV HGL HYDRAULIC GRADE LINE HORZ HORIZONTAL HC HANDICAP HP HIGH POINT HR HAND RAIL HB HORIZONTAL BEND I RAIN INTENSITY ID INVERT IN INCH INV INVERT IP IRON PIPE IPF IRON PIPE FOUND IPS IRON PIPE SET IE INVERT ELEVATION JB JUNCTION BOX JNT JOINT K SIGHT DISTANCE COEFFICIENT L LENGTH LF LINEAR FEET LOS LINE OF SIGHT LAT LATERAL LP LOW POINT LS LOADING SPACE NOTES: 1. THIS IS A STANDARD SHEET, THEREFORE SOME ABBREVIATIONS MAY APPEAR ON THIS SHEET AND NOT BE USED ON THE PROJECT. 2. CONTACT ENGINEER FOR ABBREVIATIONS USED BUT NOT SHOWN ON THIS DRAWING. MECHANICAL MANHOLE MILE MEDIAN STRIP MEAN SEA LEVEL MAXIMUM MINIMUM MISCELLANEOUS NORTH BOUND LANE NOT APPLICABLE NOW OR FORMERLY NET FILOOR AREA ON CENTER OUTSIDE DIAMETER OVERHEAD ELECTRIC OVERHEAD OVERHEAD TELEPHONE OVERHEAD CABLE OBJECT PROPERTY LINE PROPERTY LINE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL CURVE POINT OF VERTICAL TANGENT PAVEMENT POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVES PAGE PROPOSED POINT OF GRADE LINE POINT OF REVERSE CURVES PRELIMINARY PLAN AND PROFILE 0-01MIL711111 ROUGH GRADING PLAN RADIUS ROOF DRAIN REINFORCED REQUIRED RAILROAD RIGHT OF WAY RETAINING REVISION SCHEDULE SIDEWALK SQUARE FEET SQUARE YARD STANDARD STRUCTURE SANITARY SEWER SOUTH BOUND LANE STORM SIGHT DISTANCE SECTION SPECIFICATIONS TEST BORING TEST HOLE TEST PIT TOP OF CURB TELEPHONE TOP OF WALL TOP OF BANK TEMPORARY TYPICAL UNDERGROUND UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND CABLE UNDERDRAIN VERTICAL CURVE VERTICAL BEND VERTICAL FOOT WATER MAIN WEST (BOUND LANE WATER METER WATER LINE WATER VALVE GENERAL NOTES: F. C. S. A. NOTES: V1 1. THE PROPERTY SHOWN HEREIN IS IDENTIFIED AS TAX MAP 64-(A)- 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN PARCELS - 80D, 80F, 80K, 80L, 81 A. ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION 2 THE PROPERTY IS CURRENTLY ZONED MI AUTHORITY. 3. NO TITLE REPORT FURNISHED 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR 4. BOUNDARY IS PER RECORD INFORMATION. INSPECTION BY THE AUTHORITY. V2• 5. TOPOGRAPHIC INFORMATION SHOWN HERON IS THE RESULT OF FIELD RUN 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE SURVEY BY PHRA AND BOWMAN CONSULTING GROUP INC.. COORDINATED WITH THE AUTHORITY'S INSPECTOR. V3. 6. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STANDARDS AND SPECIFICATIONS OF VDOT AND FREDERICK COUNTY. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" 7. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-257- IN SIZE., BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) 7777, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER REVIEW CURRANT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE V4. AVAILABLE TO INSURE THE EXACT HORIZONTAL AND VERTICAL FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES; CONTRACTOR SHALL NOTIFY BOWMAN CONSULTING GROUP, LTD. OF ANY AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. PROPER WORKING ORDER. IT IS THE DEVELOPER'S/ CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY 8. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE INSTALLED CORRECTLY. ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL V5. EXTENT OF THE WORK REQUIRED TO MAKE THE PROPOSED WORK 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING CONFORM TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR LINES: SHALL SATISFY HIMSELF AS TO THE NATURE AND LOCA11ON OF THE WORK, CONDITIONS, AND CONDITION OF EXISTING A. THE LOCATION OF THE SERVICE LATERAL IS TO BE GROUND SURFACE AND THE CHARACTER OF THE EQUIPMENT AND FACILITIES COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN V6. NEEDED PRIOR TO AND DURING PROSECUTION OF THE WORK. THE APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY WORK WILL BEGIN. AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR OBSTACLES V7. TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BOUGHT TO 3/4" AND 1" WATER SERVICES. THE OWNER'S ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE OF THE WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY C. FOR ALL 11 /2" AND 2" WATER SERVICES, THE AUTHORITY WORK. SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. V8. THE CONTRACTOR IS TO FURNISH AND INSTALL THE METER VAULT 9. THE DESIGN, CONSTRUCTION, FIELD PRACTICES, AND METHODS ASSEMBLY. THE AUTHORITY WILL INSTALL THE ASSEMBLY. SHALL CONFORM TO THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND FREDERICK COUNTY, VIRGINIA. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. V9. FAILURE TO COMPLY WITH THESE REQUIREMENTS AND APPROVED PLANS, THE PROVISIONS OF THE CONSTRUCTION AND ESCROW AGREEMENTS, 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OR THE PERMIT, SHALL BE DEEMED A VIOLATION. OF A NEW LINE: 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF- A. THE AUTHORITY SHALL FURNISH ALL MATERIALS AND LABOR WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE TO MAKE THE TAP. RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUBBASE MATERIAL B. THE DEVELOPER/CONTRACTOR MUST; 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK 11. LAND CONSERVATION NOTES- MEASURES TO CONTROL EROSION THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE AND SILTATION SHALL BE PROVIDED PURSUANT TO AND IN WORK IS COMPLETED. V10. COMPLIANCE WITH CURRENT STATE AND LOCAL REGULATIONS. HOWEVER, THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING THE DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES MANHOLE BY CORE DRILLING THE MANHOLE. V11. WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY FREDERICK COUNTY. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. 12. EROSION AND SILTATION CONTROL SHALL BE PROVIDED WHERE THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A V12. NECESSARY PRIOR TO CLEARING, GRADING AND CONSTRUCTION. REMOTE READOUT IS REQUIRED. 13. NO BLASTING SHALL BE PERMITTED WITHIN 25' OF EXISTING 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE UTILITIES LINE OR STRUCTURES. BLASTING TO BE EXTENDED TO 25' BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS BEYOND PROPOSED STRUCTURES IF CONDITIONS WARRANT FUTURE REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 V13. EXTENTIONS. OR 1047. A REMOTE READOUT IS REQUIRED. 14. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO EXISTING RIGHT -OF -WAY. 15. ADD111ONAL SILITATION AND EROSION CONTROL MEASURES SHALL BE INSTALLED AS DIRECTED BY VDOT AND / OR THE INSPECTOR DURING FIELD REVIEW; COSTS ASSOCIATED WITH ADDITIONAL MEASURES SHALL BE ASSUMED BY THE DEVELOPER. V14. 16. ALL CONSTRUC11ON SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. 17. THE RIGHT IS SPECIFICALLY RESERVED TO UTILIZE NON- STRUCTURAL AREAS FOR BORROW PITS CONSISTENT WITH THE GEOTECHNICAL REQUIREMENTS. V15. 18. ALL SURFACED STREETS SHALL BE MAINTAINED IN A CLEAR CONDITION; FREE OF DUST, MUD OR SNOW AT ALL TIMES. THE DEVELOPER SHALL PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS AND OTHER EQUIPMENT USING SURFACED STREETS. V16. 19. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO GRAVES, BURIAL GROUNDS OR HISTORICAL SITES LOCATED ON THE SUBJECT PROPERTY. V17 20. THE APPROVAL OF THESE PLAN IN NO WAY RELIEVE THE DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY FREDERICK COUNTY. 21. A LAND DISTURBING PERMIT IS REQUIRED PRIOR TO BEGINNING ANY WORK. CONTACT FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS AT 540-665-5643. V18. V19. V20. V21. VDOT NOTES: ES: All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. All construction shall comply with the latest U. S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. The developer shall be responsible for relocation, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. any additional expense incurred as a result of any field revision will be the responsibility of the developer. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary by VDOT land use permits for any work on VDOT right-of-way. If required by the local VDOT Residency Office, a pre -construction I r and/or developer conference must be arranged and held by engineer a d/ ev er with the p attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook. Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall, event occurs. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and when possible shall be installed under roadway drainage facilities at conflict points. Ar y unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VD►DT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. A.II fill areas, borrow material and undercut areas shall be inspected an approved by VDOT representative prior to placement and fill. Where CBR . Le,3ting is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project, which will be accepted by VDOT, and that testing shall be conducted according to all applicable VDOT standards. All roadway fill, base subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum Density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of- way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specification. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT'S discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of The sign shall be six (6) feet above the edge of pavement and the post shall be Installed a minimum of four (4) feet from the edge of pavement. Sign posts Shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT residency office with any questions regarding sign material and Placement. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local VDOT residency office prior to acceptance of the work. Unit and total prices may may be obscured. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's "Road and Bridge Specifications" (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stone depths, A VDOT representative shall be notified and given the opportunity to be present All during the construction and testing of the density control strip. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's "Road and Bridge Specifications" (Section 315). density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. Approval of these plans shall expire three (3) years from the date of the Approval letter. "I 0 .a J E � p r $ P 0 CD 0 c�2 r m (D a C, C U 0 CD CM U?�8 N c O UVV®U m v ^ E c m N N v � O E t6 �u .o �v _ o n ms CM a- LL Q LIJ ® O n�n O U I-- Z 1 !z F� LL.J tY Z O Q W ,� b W V) M U) QO ® i � J af ED W � FW- W Q J � O W w � Z Q U) PLAN STATUS Cn C [02/04/03 PER COMMENTS 25 03 REV. 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I I . - 11 i 0 W/m ,- 01, , I , - I I f i'L � , 1, O/vEy- M 1 20' STORM 92 41 I � IW / In EP 9 I / j. ! I � � - ,�'- i �, � % \1 , 4, Fl=o - .�­ '�' i . INST. -_# 02C �( I HC PARKING �, I , I , + � , , _�-i, : iQ m. �, -, ,,, tn:�� L - .... E. COC ER AL/INDUSTRIAL R DRAINAGE � � � - I I- - , C rjo'AA �L' R 1 2. FREESTANDING SIGNS ARE SUBJECT TO A N< 4- ; ( iii ­ vxv,-A ` ;3 I I , i j, ,,� � j , L -11 % I I I ; � -� � T.4( 64-1y,e . t I i " . � ,I k tgv I m z , 50' INTERSPACING. A011*. 4j I f _"_A�EASWENT sc 1.31 Tsw 00p 0 (n �_4 j! �;l " . �, It % ,., -, -, " , -, � tz,� lcc ,t, , ., ; Im 1, I 11 ­ a " I I - - __ , 'r-i J; . . I l( " (n / / \1 0 I ;1_1 _ " ".., 9 , ZONE: A I U C> w '. / f - : , � 11 i �, , I C_> . - I � .. I , , , (0 %.- � ,', -_ ". -_ . "I ! A - f . I I 9 I �c �.�,­,;- . . i _j 0 0 . 0 0---N I i i 1ph 1, � , J I � i � f I � , !0 'USE. ", ? , ,/ / 9 I -1 ; - 0 11 i I�11 i 4 e %, .., 9-2 '' �!:l � \ i " s, - VA 1. �� 11� - I I I 11 ", 1, 1 _. L) , � Lj_ -N� � t a "I 3. FREESTANDING SIGNS SHALL NOT EXCEED ,� , , * I f o - -- - 0 "I " (--:) . , �1 I � 1, - __ -, *' 1) � ,�,j: "I /, -� V_ Z) !�i '/ I/ I J r�p 4 ,/ i i � f=O ,, .� \ U3 C:> ft-a-r-vi . I 81Z -11 � . 1. � i, s, -11 � , \ I I / j L_jo(� m I %.wp mw_d�� 100 SF IN AREA. P,Z'� i,�- J ,if "'n I � . � �� .- I I A K / \ / // I . . I U '. , . : i I / ' I � , _J -uj L. � '111, �11_ I � I , 11 I - I--- i / ,-t � �� I I L, - �,-',i � , t i , 9 .- ' Er-45TIEND V �r- 3cqt- ­., i'-,W m I �rl , _Xam \ . I w if 0 -x, -i' ,,�� i I 11 - 11 k" "I \, ix LL. ." .. : ,;�,--,-'; " I -,, , '. . .01 . i " __ - i , " , / __ " 9 1 S 0; ,,, ,-- ,._,::::_<", �, I / , I , � � < m �,4 "i I , =) LL " _f� 1 4. WALL MOUNTED SIGNS SHALL NOT - I , -,- I . I " 1 q --''.,. '11_� I I - .. _��k - " - =:) / ; , - ­1 ,� I ,� "I I ­ -1 ;!,, � , ,' , - _� 1. 1-1 /��_. C, C) I : , ­_- _ - / ,/ I -1 0- 11 CL 11 v , __1 . ...... I I/ CE AREA ,I � , ___ . , 001Q . / : ,f ? I " I r . - - _ ,­­ -1 , I . 0) w I I 1-11 __ ­_ �, � '111 I'-- - Ts� _ -,. q- 'V/ " I a � ��I, 7- ___ I., ,.,. I ,�.t � �., __ � a_ I e I. , LL_ ,� 'Zr_ i F - - , 11 1� , EXCEED 20� OF THE WALL SURFAC .. - ; , I � - . Z_ ml�, OR 200 SF, WHICHEVER IS LESS. CN 1 1! � lit"I i " --y /; 1, __ - , I " I � 11 . gr j -.1 ,� <',J� ..", 1 17 i Z7 1, 1. f11,7- � " ., ia. .. L � , -�, %-j , -1, . I � ;v / --�, ,::.",­ C) . , I I I I I? � I '. ­_ ­_ - � - , , 1­� " I I I , , 96 � - �__ t I � I . �, . i , NXI 98.0, 1�1 q_ RICHARD & ROSEMARY MAIN ,-� I - --- : ,q i .1 � - In 11. I., - ,,� I J.", I I �p � 1 6-A..ti-�_1 - '_Is�_N_.-� - __ 104' I lkw. . � ,11, 11 I 1_� 11 �-�� ; i �! k " t U ,�. -11 .1; -----. /' D.B. 944, PG. 1277 $ ? r�­Iot,l ': ".-, I I I/ I __ ____ * 1, I � : FIRE WALL ,/ . 44 � .% 11 __ , / I Go TM, 64-((A))-80K PHASING NOTES: Ns _i,o� . , -, �, . I - ,_ . +...� f ,4L.��1;a� k p V,; , I . --- - � � �, C) �._ -l", c "I 0) � , ;,- f � I i I , % . r! I 1 '4�1� .1 �­ z Wt- \ � ' %.� .�, C) " . �-- �2 . ',.�,,, . � i - / m I I q � " - f �'­rv� co 1, 11L i /-- - 11 . Co I ZONE: MI USE. VACANT :: �p � f � " I __ 1�,* 1.1� \ . .1 ! " ? -1 '-, L I I -1 I __ I 5 C:) I j 11 ,i, .'y � AZ . ' `/ / - 12 L-3 , I I z 11 - _ _­1 ,� I � ; � ( � . t A", ­ - .. 1. PHASE 1: CONSTRUCT BUILDING LINE A. ; f I i -- j" .1 I . - / .?� - I .- / _� , L" L I " 49 . / -_ - � � / 0 �-n. _ _­ , - ,I )_ t / I I 11�� I . _._� , . � . __ -.o- �_ tj wf- � I ���2_3 k_ §F� = t m—m ,_t 10" 4VI" � * 0 � 00 11---.2 I- j AI/F I � 1 - pfjj� � I 1,--� i 't 4" _, , 11 - 1, '', ­­ 111� F.", i I I ,\- ]t,­tA': � � � �_ IN < ; i i f " I , : , "X� ) _ , , " ;/ I .� -, - - -1� � � , 899 I/ ..-% �, M __ �_. 0 -_ _ - L - ALL PAVEMENT AND CURVE & GUTTER EAST W VES TMEN TS, L. L, C. jL -.. RNI i, i ­ 98----------- , � � '-, .. . - � 11-4 � ! k � i i � z OF BUILDING LINE A, AND TO THE EAST I I �1' I k I / . - ,__ ­..­_,�_ - , ." f . " � , - 1. _�<� I __------- - ", I- , ': p- i I < j,�,d r, i t i, 11".., ," a 90 �, / 7- E?. 968, PG. J52 i? 11 \ I '� ., OQ " - I r"f 7;;,Lt,Fj - �'-� I 6; I � it ", , b I / 1_, I - , 81 1 '_ 01/ � , \1,.V._1,_1 00 T-11 - l,�. \ , . . .1� . I ,1 ____��\, 1� . U- i;51 - ,'.t L "� .� 8 C14 9 =j 0 p - FACE OF BUILDING LINE B (LIMIT OF PHASE , \.,-:L, % . I ­ I � u N t I ­ � f qj, &? . i ., '7_1" %, " >- , I I - (10 i I 1%�,_ \! 11 I. f, I 1, , 0(f) " C> - =) q . A 64-((A))-15,3 L I . I / el,/ LINE) SHALL BE CONSTRUCTED. OL", ) I \ �, I i i . �� ; . I L 91,- 0 .�, ��-,,! (N m 0 -CD - ca 1 5§ "4111 ZONE. RA 1 0 " � �- \ ,-,% .. I � ., � FD Lj . L,r) � m / I I L CONSTRUCT ALL WATER, SANITARY, AND i " ::�� ( I i 71) 7 I - w i ,��,'i "I., . / 11 ,I lk = Ljj L I I 11 I � � , ;: 11 1 145, t I . I I � .< _: M �_z ; 17� - ­ ... � ., -1 __ :3 -C:, � lE• RESIDENTIAL I I I il J ff, 1, fN 1�- t 1. \ ,I © i �a / , I I 0 1 -�, " /5 `4 t- :f = �1, , -- W -- ,—, .--a)- La 11 �!;�_ / 94' Z , t STORM SEWER FACILITIES ROUGH GRADE � zo I ( Ro =•Ir ­r .. - - w I I I I I I I I I I I I I I I I I � I I - - - . ,-� Lr— 1 1 I ,� - ,!; f ? I 0i I I 11 I � ,% i %_`P / — -.41 � I in . � I., .. �. e'vp C) " . 1 4 �, , I __ ­ I � -* ? m _:��11 --- , <�p p t,_ / z * 3 I f C-v 9 0 , / i ? e` "I �i =: � I i �._4�e, ,- p� o I _11q. , I 11 ; - ­ t 11 -.1 , e= �� I lcn I t" J��..,; , I � 11 _, 11 ,, " '2-8*G.V. _C� f a- 0) ! REMAINDER OF SITE. - , I LA_ I < e_� I I A I q8 a 11,� k I 1� ., I 0�� "I I ! , ,�� ,/ - 0 Li- ,:�j i :) . =j I ii I S cri � > ,,, 1 - Pkgije'ij" g,,- li . I , � -I--- i /, 's ! 7�7--,,­ L_ 11 s � - 0) 1 SECTION 8*PIPE � I �� I i - m ; , I N I I I 1 130 , ­ �, I f w 1' � � ..r - 1 ,,,,,, * � ! f I ­1 t CL � \m i � 11 " V: 11 I ' ? I 110 2. PHASE II: CONSTRUCT BUILDING LINE B a .!��, I',, � � I "�_� _­­ j8*PWG I / , � gi ,k , I . _,-.'_�',! I . � '�- i� L . I i 0 I " . . / 9 ff� 11. I i . � . � --f- , wll'_ - I � , % I " 10- . I ,I i i j , .,�� ;11 , 51 / I . � . 11&0 r . ­. I k, ; I . !� , U I _--4i i . . " — 1, ; r - . . i ' AND ALL REMAINING , I . I r �-,? . . ? . " .? I I % �� ­1;41�1 ! , ,1 , . , Ill I 1 �9 i I ,BLY i; \ , 61i'l- I a4� I ..- " � 11", /-- �G 4 V, � � I PAVEMENT. � ­1 I I I t z ,­­,6-1 190' IEND . ­� -96 i - " Q ; I I _:, I , 1, , � ? �-� -, : , I % I __r__ ! 11 , r­ - '. '. . -1 I %�', 11 I I / �, _," ,., � � I I . ,,11 i . I L I L , I . i •I ., � - _­ " 11 . m - \1 \ . I � 11 1 ­ ­4 I I , . KEYED NOTES. : , �r. �1' �� , " , FIRE WALL I 111, " I I I I I I I " - .� I I ­ . 11 __.L. 01 , . - . , I , I, � 39 I I I I, I I I P'C'. , I �• ,- !_ , -.. -T-­-1. - -I ltl­711__� , ! I 1i -1 ,, ; , ­ t I . , . , I r I 11 . / in "Im I - � I ,�, ­-W It I I I 1, � � , - - I I I I-q I I - � " ., I`- , , - " I , �, ?, , I - '_-1 p I � r � f \'Itl ,� � !� - , X ,� t � 11 � , , - , - . I I � -- --I " I - I / 11 f ­N,,� _7 - `� � 1.0 ',"� i, , ­ -,,�,:' CD i �, I P , - " I 9 I. <T� "NO PARKING -FIRE LANE" SIGN "I /\ �1, - ,, =,� ,,, , L . I j,", y e I 'X�A, "I. ', , I - q � , , ,,� ,I 1 6&"' El - � '.. ` . � - M_� . , - , � "�L'-�, -, -1,111-$ - % � ;� / . �, / /-­__ �N I , I � ­ I I , __� .­, , U, , , , 4 �11 - , , I , \ - !, I - \ �S' �-'L co _1______ �. , - l l , " .. 11� 4 I , i ,� I . . '�� ,_ I � 4; T , �� " I, I ; , , . !j - � � I i - I i / _,,�, � ,� L----,,, " i ;? , r 98 00 �, z I - -?,,,� ; I , i I _11 / ,­ , W6- ; �1� -, , - _,_ 45 I, , / �� , i � I I 10-Y-_---- �, 1H /I 4"" I I , I f .. 11 ,Ex -1.­ 71 - ) 0> , I / / ig I ,`­;�, ,��, 96 It , , ,- I *11 e a , '� . " I __ Ili I ,5 if _ ­0 - 1. I I "I , i , " 196b , 11� � ? "� I t� , ._ , L !l III , 57 , C�- i _/ J'11'7:-/_,� , ; '*1 , E---q " � � I �! ! I , i, ; / I ____, - EP47'a <�> FIRE LANE, PROVIDE 4" YELLOW REFLECTIVE I ) . .,; , , / ,� I , 1 A -, K� A / 1\ _' " �D L-fj !, I 9 1 -1 ni., .,.!, , I — % , " I X I I i ,---- . % Y / � , I ,1 L L .1� z ­5--, - _ - ,,- � . , . � I t , , � , I Y - If 11 . . -­1 I I �,� �­ -A I -ir--­ti '- I PAVEMENT MARKING. STRIPE TO BE 5' O.C. I I I i , " �^ z , 95T, I / I ,Z it 11 'L �� " 1.1--l'-, Es 11� I - v \ I , I "_ ? I I . I L : v4c 0 " , 'k , ; . / 0 1� , " I I , , �: ­ ­2, 1 11 I ,, �, , ". j­, " ­�, N __ 0 , K / - I � I - � I '! L , i� I � . I . �, _j .j, I L. -1 �", 9; . I � 11 , , C) a- .- . I I 'X ":,­� Z U_ . uj ,�,,%, 1� ( ji '? '�', 5# -11 1-i I I '' � , I" � / ; I ,./ 11 ", � ( � r; — t-2 vj I = ,� - D ,-: , , " ��' i -g � I , I ( 1� ;� n, 'i 1 , , , I I - � ,�,�',_-,": / ,7771 _IA7�...f!­11__��_ " , I I I ID =3 lc� ,� ,0, rq-) m 0 E* CIO - , ? -If! 4 __ - � I , 'L I ., lr _�� 11,� k4, _,.�' I �_ - _li_ 7bt). , , . . t. 1 / 2 ,__ __ ­ . _1 0 - - ; I , I . I .10-, 11"7L. lk _�' - 1 � I , 1. I 0 ui -,I , . �­.,:, � ­, - � 1`vi� <1 , �� , I , 4 / I 1. w , - .-, I - , I I -, __ , -1 1, .1'., I = If I 11 IN - - ) •91- mu") 8,:-,,,,,,7, M Lij , GENERAL NO TES. " " " 11 1;n 11 -1 L _­ - 11 I. / _ (0 CA- ,� I! I - , . V, 7 1 1­ W , _n _4" . _�, � _ I,- - .�4 - � - - � -1 ­ , t" � ---,. Is ­ �' - 1. , z - / , w I . . I I - , . — �,.�- , , , I ,�f I '. , • / /___ _ . i C) ; . � i. L' � ,�� LL- L — i � — I f " L!> i� :� < M , =i ..�, _,�CL I . , v , ., ­ ­-- ,��, � I ?" .\ _, I 1. � / I �,, � = =) I= U- 2 A — - , , 1� 11 ? // e . . % �, �� if 'It co �,,,,`,,*,,,�,� . ,L , � 1. OUT DOOR LIGHTING TO BE SHOE BOX TYPE t t I L - , , j P, to f I � I 1-1i , - X 0. U- 0) �:t li� ,- , !� I . � I I "L, , I 11 , '. . - Ik Ir I i2 4 I t; ." I ­ AND SHALL BE ATTACHED TO THE BUILDING. � i " I I .1� �_, I 4 , "r 11 I- ­ I I D I -, 1� % I . I _� 0 _� 0 G_ "r A - , ", a �,." '. ­, �._,r w `� '_ � , �� ,'.,- il I t 3 I . I ! ,- I __ - I I V, rs �; 11 �, 11 " _� - - E, , - 1, -, I I ­i­_-, � / ; I -, � , �', '. '_ � 1�1 I t 8 , U- -�� - I .1 - I A " " " ­x-� IMIC __11=1�_ V., / I ,.!,; I it' k.i , t:0 � �k 11 9 �­ 14 ; I _ , 1�1 - 11 - -,_ _1 2. COORDINATION OF ALL CRANE OPERATIONS C? 47�4 __j -1 I I." : - I` ,q " I' " ji I " 11 i N_ _L " _j ­,� U-) , I L - - _. MUST BE MADE WITH DAVID FOLEY, 1.1, � I I 11 0 , 5' _ " ­',� I /L I ., - _- , - . i - - -4-t � � i I . �,-A ,�,, rl,> �� � ­�` . � f �.11 !,.' .1 / "I 11 %� ­ . I I I � I I- � I -t ��- � 1 I , il �, 11. - WIN CHESTER AIRPORT OPERATIONS SUPERVISOR, ` I I `� I LQJ 0 )_ - � ---,:,��, �, -. I - �, � , ; -, G -1 / .1 / /I ­ 1. - TWENTY FOUR HOURS IN ADVANCE. � A_ �� � _411 I . I / I I 11 o I ,�'i��:11_�i . i - fl k ­ I I BOLLARD I,— ��,'%--,-,\�-'," A I- � I I . � , .. , J - - I " f a AI , .; --- ; I , ! 11 I.. I �D a- 11 . I . � )�, CD — __ — - I I I ­_ ; " ': ­ip � " I ___1 _::­� � 2-1 ­ , -_,� n", / i­, �­, - _­ 11 I ­.. I .1 ! I I p - ��_ T-1 _t -.1 11. I I / j i J, 1: , ­ - - 1 3. OUTSIDE BURNING IS PROHIBITED. 4 I C " 1, 1 / � 11 / i . '. ­-1, . I . , 6w 11' BEN , " .-1.1 I I � . . __1 1-11 , , 11 � 11, A C) , I ! , I 1;,� 1� . - ----�--- 1&­ 'r��,-*4f , , .."- 4. ALL ELEVATIONS ARE BASED UPON A , . . , ! I -.1 , -1 - - tzD `;'k - ; 11 It ju . 1-1 / i ,� ,p i I - , ii i 111 0, " 0 ... 1� � FIRE-­WAU_ - , ,� . _,,,� � I ��', I .1 I I f I ?11, i ' - /C _ 4 ; ,=�. ; ," - ) I I , �, . � � ;� , I i * I i I __q_ ) ... 0 , : � " -, - , � . � - - � . �, I l , __,. 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Lu 0- T. LL- Of 3: �4 <:�, I.-_ u LiJ cl) Cn �1, af —I— � �:) � Cf) 0o C) 0 i I._ i U _j F4 � n-0 W I— cn cf) < C) w Li u 71 < = V) - V4- ( (� N �� � O \ ,_n 3 U CL S S. BADER '-` * 110, o. 2 1;0- J.A / "� 6 �;61,o,7 \14)1� 0 �Y1ANAL PLAN STATUS 0 I 02/04/03 PER COMMENTS 5 03 REV. PER COMMENTS u c: 06/20/03 FOR SIGNATURE -1 DATE DESCRIPTION I JTA BCG CSB DESIGN DRAWN CHKD SCALE H: 1 "=50 V: 1 '= 5' 1 JOB No- 1 934-01 -001 ,:, u DATE 11 3� I FILE No. 5- SHEET 4 OF 1 0 trench width as required \\// ••.. concrete thrust block 0, z1"I'm "N®r"', 60 dia. schedule 40 steel pipe filled with concrete 3' and painted yellow 7' 18"dia. concrete encasement BOLLARD DETAIL direction of setting to be approved prior to installation 3 as required concrete pad V-6' sq. x 6' deep 2' min. - 6" max. \X, 4' stone screw type adjustable stone to be minimum valve box of 6' above top of base locator marker stone --n V/ mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 rtrench i t— 6' minimum machine excavation limit gtrench bottom gate ate valve valve & boxes & box undisturbed earth *"-stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with *denotes hand excavation glyethylone, and the concrete poured to completely surround "EY = 12' min. for 10"and smaller pipe 8 fitting and against undisturbed soil. The bearing dimensions = 18' min. for 12'thru XY pipe against undisturbed soil shall remain as shown. see chart below for A, B. C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Dia, Plugs, Wyes & Tees 11 1/4° and 22 1/20 Bends 4W and 90r Bends - A B C A B C A B C 6n V4Y 01-W 1'-0" 01-W V-9 OW 11-3- 01-9- 1 1-9n 80 1-T 0'-W 1-3° I V-9" 01-W 01-W 1'-6' V-9n 21-3' 1 ion 1w a-W I w 1'-Or a-V 1.T I -W 0--9r --V 12N V-9" 1 I-W 21-V i,-x I 1,-(r I LV 2-W I '-W 3140' 144 2'-0' 1'-0' &W 11-35 11W I 1-& 2-6 1 V-0n 4-W 168 21-31 V-0n T-W V-6n V-0" 21-W 2'-W 1'-0" W-W 1"18 24Y 11-31 T-9m 1 ILW I I -,T 21-W &4r 1-T 4-W 2(Y 4-4r 1 =9' 1 '-W 24r 3!-T 1'-6' 5-W 11 1/40 THRU 900 BENDS gaiv.0 rods over fittings and embedded in concrete thrust blocks. FITTING SIZE ROD SIZE NO. ROD EMBEDMENT 12' & I FSS 6 2 W 14'- 20' 8 2 W. Fitting I Volume of thrust block in cu. vd. VERTICAL BENDS size 11-1/4' 22-1/2* 1 4T 1 90' stone, bedding 6" - - 1.3 8" - 1.1 2.3 10" - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16 0.9 2-3 5.1 - 18- 1.4 3.2 6.3 - 20' 2-2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8nx3/4" or 3/4" 18 in. Dia. Non -Traffic M32C­PW Trdft A32HH - T in I 24 in. Via. I Non -Traffic MC-30 (Frame) WITH RML-1-T Crop Lid) I Traffic ' MC-30 (Frame) WITH RML-12-T (Top Lid) treated rxV with top 6" painted blue motor cover set 2' above grade prior varies as required to sodding ration stop 30 stone bedding meter by F. C.S.A. I... motor box surrounding box -17 T a • gle check valve W min. n valve with dr,;, 0- 8' min. a ple k Iv vr: type K copper tubing, continuous without joints from 2 ft I M&M -- -- —6. — water main e bedding INSTALLATION NOTES: METER SETTING PARTS line size meter size yoke angle re b Ive angle check an! valve expansion w h I in 5/8,x3/4a Y" BA94-224W HHCA91-323-TV & C84-34 EC-23 3/4- y_=M BA91-323W & C84-34 HHCA91-323-IV & C84-34 EG-23 In 1 - Y504 BA94A44W HHCA94A44­TV ECA bedding FORCE MAIN MANHOLE CONNECTION STM 120-121 INKI Iwo 75 70 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street to one foot beyond sidewalk. 5/815r3/411,3/40 & I" METER INSTALLATION Figure 5 120 121 PROPOSED I RADE 0 CA I E-A)aS-nN GRADE 0 CA. rNA IV 21 2 C6 + =3 105 111111111ffUl 95 90 adding bbe 85 --A (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 1 pro, 04 M§ arm. moffid 105 100 t_7 MkNTAIN 5'MINI MINIMUM COIER MI 95 MINI COVER ? t 90 ? It � �P �� � LLI M. O_ 00 W 0 0 M o. 0 F- LJ lb 3: 2� Nt —Cr 85 �z X Ili _X 00 00 X 00 -00 10D Li > L_JL 00 >: 0 a 0) 00 00 U0o 0 co + + + + + + 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE 313 PROFILE sepw IT X9 110 PS I to 9 i6 105 90 ­4 '0sTING4.ADEJ1\'1_ 100 85 1Z 4.5MINIM�lw Co� 95 S D1, SO �z 7 )IC LLJ 4- C> CL C> CC 90 75 C> . . . ............. 85 > 70 C% Ui C% goo J_—— 10+00 11+00 12+00 FORCE MAIN PROFILE (PRIVATE SYSTEM) 110 105 105 L-4-- i 17­1- 100 100 lr MLOA-COVER- 7 ----7--. i8" DI WATERLIN 95 95 -j iz 0 L, JCL! I z 0 90 go z C-) > _X i UJ D U_ UJ fit Co 11._ :E CC 0 85 0 00 1 U.1 wi X z f M I Lu < 00 co (75 1 b 0 00 10 00 0 C14 04 13+00 14+00 10+00 11+00 12+00 WATERLINE 3A PROFILE 05 95 KI(IIIIIIII E sZ 0 2 C: cm rm (D Aa 813 :3 'a C: 75 'D U Cl) Ma C4 N C> T Cc: tn CC-J4 0 0 0 45 0) C> r- cu E co W 0 CD cu E 0 Xx 0 ca _CJ -a,-- LL (Y > 0 CO C) LLJ ry LLJ < Innnnn`nnn1 LLJ Cn M ILY, LLJ c) Crr rK n F__ V) 0 E­1 LLJ ry LLJ F_ I-_ < (/) < LLJ Lli C S S. ADE No. O25704 T CA-1 3 1101VAL Cs PLAN STATUS PER COMMENTS 03/25/03 REV. PER COMMENTS 04/29/03 REV PER FRED. CO. PLAN. 06/20/03 1 FOR SIGNATURE DATE DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD SCALE H: 1 "=50' V: 1 "=5' JOB No- 1934-01 —001 DATE 11 /08/02 FILE No. 50F 10 SHEET HH ANdUN UUM I ! �t --- �—' 4 j .. I "I /w 1�- 41f NNI 1 __ I - ---- -- EROSION AND SEDIMENT N I 1> c z, 'D 1 CONTROL LEGEND Tt i fc., �4 i, jr} -7- li 'Inn A N TITLE KEY SYMBOL r r L S 3.02 CONSTRUCTION TEMPORARY STONE ENTRANCE } t ( i t y .� , .a 4 t J - -- - T- �. 1i REriOVE EXISTANG FENCE ------------ - NIF T o_ AL aJ 708 -;,7,-- - - � -, Il - - �'t - , __ p -)P BR�EAK 0,5, LIED SYSTEM,5- it 7 3.05 SILT FENCE x X X X -((A))-80F T.M. 64 M1 jI ZONE. f u SE: MANUFACTURING _59 STORM DRAIN 3.07 INLET PROTECTION 4 G fl; TEMPORARY A 3.09 DIVERSION DIKE m AW 4- 17! f/ TEMPORARY 3.13 SEDIMENT TRAPrtr, W. BOLLARDS-,, Y _4 3 Pr 3.18 OUTLET PROTECTION OMITS OF DISTURBAN 3.20 ROCK CHECK DAMS -'J' V- 1:KE] 1 W1 V CE �w TEMPORARY 3.11 RIGHT -OF-WAY DIVERSION if N/F j EFG iNVES TV, EN TS, L. L. C. D.B. 968, PG. 352 T.M. 64-((A))-153 ZONE. RA USE: RESIDENTIAL i !31Y .0; k C() L13 w NIF P. & A-SPAC '1A COVERS TONE INST # 020012885 TM. 64-((A))-82 ZONE, RA USE. VACANT NOTE: NIF WINCHESTER WOODWORKING CORP. INST. j 020018576 T.M. 64-((A,) )-80D ZONED: M/ USE: VACANT GENERAL NOTES. 1. EROSION AND SEDIMENT CONTROL PLAN IS BASED UPON THE COMPLETION OF ARBOR COURT. A LAND DISTURBANCE PERMIT WILL NOT BE ISSUED UNTIL THE COMPLETION OF ARBOR COURT. CONTRACTOR MAY SUBMfTT AN OVERALL SITE EROSION AND SEDIMENT CONTROL PLAN IN ORDER TO REC A LAND DISURBANCE PERMIT PRIOR TO THE COMPLETION OF ARBOR COUI rl- NIF RICHARD & POSEVIAR Y MAIN D.E. 944, PG. 1277 T.V. 64-((A))-80K ZONE- YN USE: VACANT THIS SHEET FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY. "I I n] A E c,'T :3 2 O to cm (5 tm tm Q> c" C3 Ic 75 75 C, U? uc, 15 "" 0 0 (D U CD C) Nr E ca E E Lu i�- -T _= 0 0 A-- 0 (n !�'! 3: a- LL 60 ry > LLJ 0 0 n Id Ld LLJ LL_ 0 T� Q� c)I_ i­- z 0 o 0 0 _j < (f) 0 0, Ld cr- cf) Ld CD O LAJ Li cf) CLAUS S. BADER No.Q25704 PLAN STATUS 02 04 03 PER COMMENTS 03/25/03 REV. PER COMMENTS 06/20/03 FOR SIGNATURE DATE I DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD SCALE H- 1 "=50' V: N /A JOB No- 1934-01 —001 DATE 11/08/02 FILE No. SHEET 6 OF 10 m EROSION AND SEDIMENT CONTROL LEGEND N0. TITLE KEY SYMBOL TEMPORARY STONE 3.02 CONSTRUCTION CE ENTRANCE 3.05 SILT FENCE SF STORM DRAIN 3.07 INLET PROTECTION IP 3.09 TEMPORARY DD ®® DIVERSION DIKE 3.13 TEMPORARY ST SEDIMENT TRAP 3.18 OUTLET PROTECTION OP 3.20 ROCK CHECK DAMS CD ♦ ' EXISTING TEMPORARY STONE 3.02 CONSTRUCTION CE ENTRANCE (PHASE 1) 311 TEMPORARY RWD RIGHT-OF-WAY DIVERSION N�r EFG INVESTMENTS, L. L, C. D. B. 968, PG. 352 T.M. 64-((A))-753 ZONE: RA USE: RESIDENTIAL cam' Qf r �L t j W CJ� Lo 1.0 s O 7 tl/ I i k f t' r i < -.i. v'•..vcn', i �_ + {,.. z'�i• :•.'fr'+'Ml,,p� :j�r �/�` y,."___"......._� i{ ,_-•_._ f, ..{'+ '`�'�� �,. � ; ` �''4`,__ '✓J•� € ' .S ri `j'3•t: f • k .. ...ads tl i k u„ �,,� F •.�! - CT I: , r• - ,,. 13r1 - 1.,,_•_.-.._.._ w:tGi s•�:yt'.rii,s.., ,�, .,,••.- �4 m,.,y......-_� / , " l NIF -A- .__. __ I�, WINCHESTER WOODWORKING CORP. 1 ' �yy-, { INST ,/ 020018576 i� _ I TM, 64-((A))-80D s ZONED: MI USE. VACANT = �, $ I �� 4 i � � Is----- - -'-_ _-,..".•_,.� �� c y' !' � 1 � �r._,jj_�,_ > � k V.._•._ ---t 3 � _ l 0 p..._! '._;S! `I c',r'_v� ^'- S.lr--•-- ._...J_._. _.-._ � a4 ,,,,•` _ ! •7o oo f A. ;t { j� 1,;,,i tLO yr».} p fL,} t"_' j"'� :t,_,y3t:;r �P•,iY,I�V rtr}i1.L { ii�- f "'_J V - '✓` • _......_...•....-_ .. `t i ./nf ..,.`.\'.�:.._ ._...�.__�_.-..__...,.._... ..M......__�. ._-__...,._..- N/C r \ y l - — _« r _ _ _ ALLIED SYSTEMS_.C�!? -��_ ° ;-r- 73 8` 708;-PG. 708 — k f, ,pri;i�;� _y 7 M. 64- A .r'�^' (( )) `. -..._} _.-�•/�„� `1 ZONE. • M1 �5 �� ,-= r I ��-zik ' %( USE: MANUFACTURING % Vi LL�kk��` i1 s••� sL.../r. i ,,,gft `•--„l,' sty- 1 ..,� •-----• '-«•� M I f•-�. ._ fj�`..,-+,._ 'r.. j} Y f - � j �� _�� 1 r—�a _ ! ! J `�% t 6 i't, � �'•<-� y(-�`I�•..�.�•-_. dt%4jj5-......,.�"� � i • �� ' d'.: --^mac' �%y air �' rt ii � 7'%�'.,--., eT. 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"t7'�C7"- jt . ...„..., 4�._.,.._-...•_..._._... }, .,._-e�rornuQr .-.,......,...,-., t, ..-.."n..•*..-"',�•^ ~ ' ^---- !'_.. +.f..xrs.:'r ^' ,."« a+r•_.:.._.. m. x^rc._..,...._,....,,,,_.._. w. •y'{, ._...._..._...__......__. 'V 3 Jjt t i' t+ '� I� j r' � // / �. / ... ;,. ! r• ,'""�'.4 r.. -._ `",`�„'�.,,L`•`,^,,,.,,,,,,w •Y- tt-�r_l.,`t^� � '=n,=� �. � 'y k ?;l� S � t 3 t'7]€f%s r Y I / , r /// /// / % / 1~""'-w.::_'• ,�`7i` f_,ff'j',.{)i. �. ;-•a. ':. '' y'� \` `$ S k ,R _D "_7 jrV ( 7 1 r f / / // / / / ".-• Uii i f 3 }' �� A . a r :> A�af a ..-. s. w .. R o .s_ _ R . ., w a < , ... J .. R 4 j 1 f�j� ✓E J ' / / .�.,,,�, , ,y f ,..,,,r c s.,.,�• ,.,`; � >? + tntr fr} 1 ,/ \ �",? 's� O f{ / - . , •.,,, -` i ,st; , s t;s"` e ' ----"-.. P LIMIT OF DISTURBANCE N M r.,'• '�-?`?.-.,f •ti �:'1' -�� i^ `\ 5 i / / / // / // I `�^-,....^_ �..._e._L.....-�.•�'"" =�l,y�...,_. "...' ".."_``::.': ......__'_"' y:^'. T �+ t ,. r^_' �.r>�w,'-�'...'.'... _"""_."'T" �r.'i, ;�.. •.'.:_!it's"'-;'. }: .......__._.- N �t `-' C) 1-. _._..._ y �:, F _ Q1 m N Ch =�r O 7 , - ''��{,l ° 1 "' .Y S _ ! - -- C m N ` recta'% s I� y C+ _ PRIVATE TE F�Ji U "� _Q� N C to t t-..'�^•� 4�U '" - Cn N f;' F _{gyp, C C 1 '- { ( �� i• / / / / / / / //�j i i •a �';'�'^"^^•,,. �.,��+t,.:` ` fr" _ ::�,�,. ;"1: +' r r`i:-' i' j // /// 5 <) i �L �' P o V \'It�?T y /D� 9 2 �. W awe`ic �� .' 'k^;R3 U m U fin � ca DD = t` - 4` 4 t N E t zm ' 555 h. E � LIJ U C O ;s f ALTERNATE LOCATION ~D D t m r a k Q N EX ! 555 EX f- CE j i< j i ✓ iT //, F zi =•_."._--;�y_-.. 'ra ;�• - �i I r:.`�4;jI'sJ�Y, (.�, t ; ttrIJi ,� I II r ; �1.I I�= ir �' t , I . fIf��,it t N/F +, CE _.------ xESTER INDU IAL PARK L. _._ ____.... _ r- AI / - - -._-.'.•.,._..a.T0NALTERNATE LOCA LOT 10 4-TM2 I,,• nx { f j �� -� d ` 1/'�` / / Z0:1IE M1 LIMIT OF DISTURBANCE INS 0200 a ill —AL/INDUSTRIAL _ # 4 IP TNf 64-((A) ---- D - t fif `t#, I€ ([�„ r ZONE. M 1 f. e i 1t .r 0.2 , i _ , • 9j5( i , J,t, j _ j A/F a # r j r i ie. r t � `^ •-�..._. y" ,,�'a i' � � t � - �J TR - %. .° r O � 1 ROSEMARY MAIN (s tr F �y` ` 9� a �; 1 11 RlCrfci ,� 94' PG. 1277 S , , v C r- A w F - _ _ rn T: Y. 6 ((A)) 80K ; � I I , � ti i ZONE' M USE., VACANTco Ji ' 1� - t � 3i •`{ ;1 0° r ;' •�� i g4 , / 11 i, ,. . I tt t j r--'i ' ,f J o'er �" �` ` _ ;0 # 1ri J O t '.�, f % / ; '� 3 rr O ( t 96 DD '} ;` I 0� J s t I f } I �� f 06'6 BA r; I f � tt` -,'=t ' `; O , t f J ` O ' O i-- ' s {,vt �i � ( p ,•'� k �i J i 1 `\ -0.9 D 3 ► � •, L�JU t, 1- i 9 I POND I{ j f0.75> :&TRI 67 ► STIR62 � 0-Q9F .90 , e . FIP1 r" i t t � •J vl. t . •s t, �` •' ? kkl' [ r' ,,. I � •' �' �,• .n 61i J ti t �N r - - /O 5 '` - - ' - ` ,r-f; I•i .fr, •t INVE&I WIND ..!__ LIMIT OF DISTURBANCE - N/F LXwRENCE- P. & A-SPACIA COVERSTONE i I INST # 020012885 t T. M. 64-((A))-82 ZONE: RA USE: VACANT N � 1 IF NOTE: THIS SHEET FOR EROSION & SEDIMENT CONTROL PURPOSES ONLY. Z V 11 Q z �—I uj uj Q LLJ n C/) O r, z V i O Q C% z o � � —# o W w 1- r1K W U7 U C� Q O w LIJ v z Q V ) CL S S. BADER 9 ' No. 25704 ' `�IONAL PLAN STATUS 02 04 03 PER COMMENTS 03 25 03 REV. PER COMMENTS Q 06/20/03 FOR SIGNATURE c DATE DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD ' SCALE H- 1 =50 V' N JOB No_ 1934-01-001 DATE 11 08 02 FILE No. c 7 OF 10 SHEET 0 EROSION AND SEDIMENT CONTROL NARRATIVE TEMPORARY STONE 3.02-1 GE OUTLET PROTECTION 3.18-1 89MTABLE 3.32-C $ N o SITE SPECIFIC PERMANENT SEEDING MIXTURES p T INDUSTRIAL WAREHOUSE CONSTRUCTION ENTORAIN CE A A FOR APPALACHIAN/MOUNTAIN AREA DESCRIPTION: THIS PROJECT PROPOSES TO DEVELOP APPROXIMATELY 8+ OF LIGHT U AND ASSOCIATED UTILITIES. 5.1 0.3' EXISTING Total Lbs. high density 6" MIN. A PAVEMENT Minimum Care Lawn Per Acre DATES OF CONSTRUCTION: CONSTRUCTION WILL BEGIN FOLLOWING PLAN APPROVAL AND WILL TAKE polyethylene z structural plastic ado do - Commercial or Residential 200-250 lbs. $ APPROXIMATELY ONE (1) YEAR TO COMPLETE. FILTER CLOTH A MOUNTABLE BERM PIPE OUTLET TO FIAT - Kentucky 31 or Turf -Type Tall Fescue 90-100% 27 1/2" (typ) _ EXISTING SITE CONDITIONS: THIS SITE IS CURRENTLY VACANT. THIS SITE LIES WITHIN THE OPEQUON (OPTIONAL) AREA WITH NO DEFINED - Improved Perennial Ryegrass * 0-10� SIDE ELEVATION CHANNEL -Kentucky Bluegrass 0-10% � Top View � Trash Rack Assembly DRAINAGE SHED, RUNOFF FLOWS PREDOMINANTLY THROUGH A LARGE DRAINAGE SWALE FROM THE EXISTING GROUND PLAN VIEW SOUTHERN BOUNDARY TO THE NORTHERN BOUNDARY AND INTO THE EXISTING WET POND. High -Maintenance Lawn 70' MIN. Minimum of three (3) up to five (5) varieties of Trash rack manufactured NOTES La bluegrass from approved list for use in Virginia. 125 lbs. b' Plate Solutions h'c' SEDIMENT BASIN 1 ADJACENT AREAS: THIS SITE IS BOUNDED ON ALL SIDES BY WINCHESTER INDUSTRIAL PARK PARCELS B A (OPTIONAL) 10 MIN. 540-722-4ss4 28" MODIFY EXISTING To MEET NEW ZONED M-I. ( ) 0% _ d 17 3/4" �sN REnuIREMENTs * General Slope (3:1 or less) CRITICAL AREAS: THIS SITE WILL DRAIN INTO AN EXISTING SEDIMENT BASIN ADJACENT TO ROUTE 50. THE STRUCTU aAs�, s PROVIDE NEW OUTLET SEDIMENT BASIN WILL BE REHABILITATED AND MAINTAINED IN AN AREA RESERVED FOR A FUTURE SWM 10' MIN' EXISTING - Kentucky 31 Fescue 128 lbs. u Top of flser STRUCTURE SECTION A -A -Red Top Grass 2 lbs. PAVEMENT - Seasonal Nurse Crop** 20 lbs. Precast rfw FACILITY. 31N " " P �f\ segment with FILTER CLOTH KEY IN 6 -9 ; RECOMMENDED 150 lbs flat top EROSION AND SEDIMENT CONTROL MEASURES: CONTROL OF EROSION AND SEDIMENTATION FOR THIS SITE VDOT 1 FOR ENTIRE PERIMETER Low -Maintenance Slope (Steeper than 3:1) /��, # B -POSITIVE DRAINAGE 10' MIN. s• �� SHALL BE ACHIEVED BY INSTALLING THE FOLLOWING: COURSE AGGREGATE TO SEDIMENT -+�- - Kentucky 31 Fescue 108 lbs. Precast riser PRECAST RrSER TRAPPING DEVICE I - Red Top Grass 2 lbs. r "gent * MUST EXTEND FULL WIDTH A - Seasonal Nurse Crop** 20 lbs. 1. CONSTRUCTION ENTRANCE P Steps u 2. SILT FENCE OF INGRESS AND EGRESS PLAN VIEW A 3do(MIN.) - Crownvetch *** 20 lbs. 3. TEMPORARY DIVERSION DIKE OPERATION 3" MIN. u Z do 150 lbs 12' MIN. 3" MIN. _ 4. TEMPORARY SEDIMENT BASIN PIPE OUTLET TO WELL * Perennial Ryegrass will germinate faster and at lower soil 5. CHECK DAM DEFINED CHANNEL temperatures than fescue, thereby providing cover and erosion 6. OUTLET & OUTLET PROTECTION resistance for seedbed. ' e • �. 7. TEMPORARY SEEDING I PLAN Pre�at reef ** Use seasonal nurse crop in accordance with seeding dates as sNment 8. PERMANENT SEEDING W4 r"w L stated below: �•� =: ' with boas March, Aril throu h Ma 15th Annual R e =" 9. MULCHING FILTER CLOTH SECTION A -A a May 16thpthrough August 15th Foxtoil Millet Imu 0% _ d August 16th through Sept -Oct. Annual Rye Sect- A -A Elev. B-B MAINTENANCE PROGRAM: THE EROSION AND SEDIMENT CONTROL MEASURES INSTALLED ON THIS SITE SHALL 6' 7" November through February Winter Rye BE MAINTAINED BY PERFORMING THE FOLLOWING: +• •�. •� +,,• ,� ; �� •� 110 f SECTION A -A " NOTE. CUSTOM SIZES AVAILABLE UPON REQUEST o •' ' �` �� ' `P42 I KEY IN 6"- RECOMMENDED *** If Ftatpea is used, increase to 30 lbs./acre. All legume seed =i 1. THE SITE SUPERINTENDENT SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH FILTER CLOTH FOR ENTIRE PERIMETER must be ro erl inoculated. Wee in Love rass ma also be PLASTIC Q �ti; P P Y P 9 9 Y 6� PYRAMID 2W McGhee Road E RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. DAMAGED OR DEFICIENT CONTROLS SHALL NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION included in any slope or low-maintance mixtures during warmer P.O. Box" o r 8 2 TRASH RACK SOLUTIONS Wri0i�er VA � Z3 o U BASKET, OR CONCRETE. seeding periods; add 10-20 Ibs/acre in mixes. 2 co BE REPAIRED OR IMPROVED IMMEDIATELY. m (5 INC. s4o- �rz-,r;s4 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED vrrx coxcxgrs aasg$ N 73 REINFORCED CONCRETE DRAIN SPACE USING PLATES 3.18-3 AND 3.18-4. xwa.plasuo-so+uban.c«n m m °�° 2. THE SITE SUPERINTENDENT SHALL INSPECT DAILY THE AREAS OF CONSTRUCTION ACTIVITY TO INSURE SECTION B-B 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT `� o `O EROSION CONTROL EFFECTIVENESS. ADDITIONAL MEASURES SHALL BE INSTALLED IMMEDIATELY WHERE LESS THAN 6 INCHES. TABLE 3.31-B N U N 8 0 EXISTING TEMPORARY 3.14-2 0 o` o ti� v DEFICIENCIES ARE FOUND. CONSTRUCTION OF A SILT FENCE ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS se a N rN � v s 3Cal 3. PERMANENT EROSION CONTROL MEASURES INCLUDE THE INSTALLATION OF RIP RAP AT STORM SEWER (WITH WIRE SUPPORT QUICK REFERENCE FOR ALL REGIONS SEDIMENT BASIN 1 E _ j = a) � OUTFALLS AND THE ESTABLISHMENT OF GRASS ON EXPOSED SURFACES DISTURBED IN THE CONSTRUCTION MIN. 2.0' 3 c •Wa o m Rate DESIGN HIGH WATER m � r � a u. I. SET POSTS AND EXCAVATE A 4 X4" 2. STAPLE WIRE FENCING TO THE POSTS. ROCK CHECK DAM 3.20-1 CD �'' ♦ `"� Planting Dates Species (lbs./acre) (25-YR. STORM ELEV.) TB = 90.00 PROCESS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. � 0.5' 4. SEDIMENT SHALL BE REMOVED FROM ANY TRAPPING DEVICE WHEN THE SEDIMENT HAS ACCUMULATED TO 2 ACRES OR LESS OF DRAINAGE AREA: Sept. 1 - Feb. 15 50/50 Mix of MIN. 3.0' ONE HALF THE HEIGHT OF THE TRAPPING DEVICE. THE MATERIAL REMOVED FROM THE TRAPPING DEVICES Annual Ryegrass MAY BE DISPOSED OF BY SPREADING IT ON SITE OR HAULING IT OFF SITE IF NOT SUITABLE FOR FILL. f (Lolium multi-florum) MIN• 1.0' TS = 87.00 f & 50 - 100 Cereal (Winter Rye 67 C.Y./ AC. _-_ RISER CREST EROSION AND SEDIMENT CONTROL PROGRAM: 6" Secal cereals "DRY„ STORAGE Q DEWATERING DEVI E 60" DIA 71 t TM 3' 67 C.Y. AC. PRECAST CONCR MANHOLE CD PHASE I I j�Il � Z ` �11f Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100 'NET" STORAGE BASE 85.50 (OPTIONAL)� (Loiiium multi-florum) 1. HOLD PRE CONSTRUCTION MEETING. / G� _ V) w > 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. MUD AND DEBRIS SHALL BE WASHED FROM _ _ (DOWNSTREAM VIEW) SEDIMENT CLEANOUT POINT =1 i.� ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND CONTAINED ON SITE. ALL SEDIMENT LADEN WATER May 1 - Aug. 31 German Millet 50 SHALL BE FILTERED BY A TRAPPING DEVICE AS SHOWN ON THE PLAN. FLOWI„ 4' i,,, VDOT J1 (Setaria italica) DESIGN ELEVATIONS WITHOUT �J O z 3. INSTALL TREE PROTECTION DEVICES. III III COARSE AGGREGATE EMERGENCY SPILLWAY o 4. CLEAR AND GRUB AREAS NECESSARY FOR INSTALLATION OF PERIMETER DIVERSION DIKES, SILT FENCE, - SEDIMENT TRAPS AND SEDIMENT BASINS. FLOW ?,•� 3' Seeding (RISER PASSES 25-YR. EVENT) ( SEE SHEET 10 FOR CALCULATIONS) C) U 5. INSTALL AND STABILIZE PERIMETER DIVERSION DIKES, SILT FENCE, SEDIMENT TRAPS, AND SEDIMENT 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE Seed shall be evenly applied with a broadcast seeder, drill, p /� Z � BASINS. FENCE IND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. cultipacker seeder or hydroseeder. Small grains shall be TEMPORARY 3.14-2 Q Q planted no more than one inch deep. Grasses and legumes W shall be planted with no less than 1/4" soil cover.- SB LLJ PHASE II SEDIMENT BASIN 2 > 2-10 ACRES OF DRAINAGE AREA: MIN. 2.0' F-i W 1. ROUGH GRADE THE SITE. PERIMETER CONTROLS SHALL REMAIN IN PLACE FOR THE DURATION OF DESIGN HIGH WATER TB = 85.00 T n /- ; r / (25-YR. STORM ELEV.) � ON TRUC TION. 2. AFTER ROUGH GRADING THE SITE, CONSTRUCT THE STORM SEWER, INSTALLING INLET AND OUTLET �' - ,� r CS 6" 0.5 r PROTECTION AS THE STORM SEWER IS BUILT. -� � `Ili �'/'�- ��:. Jill MIN. 3.0 Q 3. FINE GRADE THE SITE, INSTALL ROADWAY SUB BASE AND BASE PAVING. TEMPORARY SOIL STABILIZATION 3' SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS IF THE AREA IS TO REMAIN t FILTER CLOTH MIN. 1.0' TS = 83.60 (OPTIONAL) DORMANT FOR MORE 21 TH AN DAYSr FLOW �= AN 67 C.Y./ AC. - _ :: RISER CREST p ( ) . R REMOVE THE TEMPORARY CONTROL DEVICES AND STABILIZE THE (DOWNSTREAM VIEW) DRY STORAGE ... _ __ 4. AFTER APPROVAL BY THE INSPECTOR, E III - _ - DEWATERING DEl/I E 60" DIA (- AREAS DISTURBED DURING REMOVAL. =III 5. TEMPORARY SEDIMENT BASINS SHALL BE CLEANED AND SHALL REMAIN IN SERVICE AS STORMWATER 67 C.Y./ AC. PRECAST CONCR MANHOLE Z O EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. VDOT #1 "WET STORAGE BASE 81.90 O MANAGEMENT PONDS. COARSE AGGREGATE U ry NOTE: FREDERICK COUNTY RETAINS THE RIGHT TO ADD TO OR MODIFY THESE EROSION AND SEDIMENT FILTER FABRIC FLOW- � i SEDIMENT CLEANOUT POINT - W � � CONTROL MEASURES DURING THE CONSTRUCTION PROCESS, WITHIN REASON, TO ENSURE ADEQUATE O PROTECTION OF THE PUBLIC AND THE ENVIRONMENT. _ DESIGN ELEVATIONS WITHOUT - wI� �I I CLASS I RIPRAP EMERGENCY SPILLWAY o ( RISER PASSES 25-YR. EVENT_2E ( SEE SHEET 10 FOR CALCULATIONS) W W z TEMPORARY 311-1 RW ® TEMPORARY 3.09-1 DD O ° o - O RIGHT OF WAY DIVERSION DIKE DIVERSIONS COMPACTED SOIL ..:::::.:::::: 18" MIN... VDOT #1 COARSE �� 18" MIN. ::= = == _::= =="=== : FLOW H F yr� AGGREGATE p C� 3 S S BADER 4.5' MIN. No. 25 04 i GRAVEL AND WIRE MESH V� DROP INLET SEDIMENT NAL 3 FILTER " 1'X4"X4'-8" SLATS, 2-FINISH NAIL AT PLAN STATUS 6' M�N�Mv 18 MIN. TOP AND BOTTOM °O 02 04 03 PER COMMENTS a GRAVEL 2"0'X4' BEAMS, TOE NAIL TO POST 03 25 03 REV. PER COMMENTS RUNOFF WATER *(12" MIN. DEPTH) 06 20 03 FOR SIGNATURE c WITH SEDIMENT-7 0 TYPICAL GRAVEL STRUCTURE 0 °' o 4'X4"X8POSTS _ v) SPECIFIC APPLICATION COMPACTED SOIL S THIS METHOD OF INLET PROTECTION IS APPLICABLE 1.25' 4-� 0 II�- WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, NOTES: DATE DESCRIPTION 1 •: ti } a BUT NOT WHERE PONDING AROUND THE STRUCTURE n'y MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE 1. PRESERVATIVE STAIN ON ALL WOOD. uc 1g" MtN {:. TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. COLOR TO MATCH THAT OF BLDG. m o ': JTA BCG CSB II�II) tea== WIRE MESH 2. FINISHED SIDE OF FENCE SHALL FACE I �, I .� ? DESIGN DRAWN CHKD SEDIMENT * ADJOINING PROPERTY, IF APPLICABLE.. H: AS SHOWN ' SCALE FILTERED GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE COMPACTED GRAVEL x°' ' V: WATER AGGREGATE. - WOOD FENCE DETAIL Joe No.1934-01-001 FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING DATE 11 08 02 6' MINIMUM STORM DRAIN NOT TO SCALE FILE No. TYPICAL EARTHEN STRUCTURE INLET PROTECTION 0 1 1 SHEET 8 OF 10 a 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 UST 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 TIN 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 WAT R INTO SMALL PIT TO A DEPTH OF 6 INCHES APPROXIMATELY 3-3 3 4 GALLON). NOT TIME REQUIRED FOR POUR E ( / ) E E Q 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 138L6 FT D. TWELVE -INCH HARDWOOD STAKES SHALL BE ECO- TAKES 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 NCH. 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 ROTOTIL1.ER. 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 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 MATERIALUNTIL THE FINAL INSPECTION. OLLOWINGCTHEHRESTORATION OF DAMAGED AREAS NECESSARY N ER RPLANT EROSION D TUf7FNGUARANTEERYAND 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 TIL SOILANT I BEEN NDTAMORIENTED FORMLY ATHE B ROOT BALLEFFECT. SET PLANTS PLUMB AND HOLD RIGIDLY IN POSITION 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. TBHOCRKOFIULLL PLIIT TWIITH PLANTING ILSOIL �fMIX ANDFERTILIZERFFE�RRT-IILIZERES �ILULNTIL PIT VT Off-{ HIIRRDSIFULL. �gNTAMP NP ASOIL MATE WAEACH R ANDSHAPESURFACE SO THAT SLOPES TO DRAIN FROM TfRUNk AND MATCHES GROUND AT ED�E OF PLANTING PIT. E. MULCH WITHIN 48 HOURS AFTER PLANTING AND AFTER APPLYING THE PRE -EMERGENT HERBIPIDE, EXCEPT GROUND COVER AREAS WHICH SHALL HAVE ORGANIC MATERIAL PLACED BEFORE PLANTINWITH 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. LANDSCAPE SCHEDULE: Acer sacharinum SUGAR MAPLE Pinus Strobus WHITE PINE Picea abies NORWAY SPRUCE LANDSCAPE PLANTING TABULATIONS: INTERIOR PARKING LOT PLANTINGS: REQUIRED: 3 TREES (1 TREE PER 10 PARKING SPACES) TOTAL PARKING WITHIN PARKING LOT: 32 SPACES PROPOSED INTERIOR PLANTINGS: 3 TREES PERIMETER PARKING LOT PLANTINGS. - REQUIRED: 20 TREES (1 TREE PER 40 LINEAR FOOT) TOTAL PARKING PERMITER, BOTH PHASES: 785 LF PROPOSED PERMITER PLANTINGS: 23 TREES NOTE: REMOVE ONLY BROKEN SPACING CONT. REMARKS BRANCHES, WHILE RETAINING ORIGINAL AS SHOWN B&B FORM AS SHOWN B&B THREE HARDWOOD STAKES PER TREE WITH AS SHOWN B&B RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND N BASKET FROM TO 1/3 OF ROOTBALL 0 om �- 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 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 d F 12" MIN. TYPICAL EVERGREEN TREE PLANTING DETAIL 0 La J .l,�$c i ?;�y -".' •-""� �Y _ -__ ^�-___-_ `.� "-,�...� ._1� --`i:...:-_.;-�"x:� - _ `•...1{,f.-_..__.---b-a�-.....��r. r,,, '..ti�i....,_-....1.,.:,.-_.._._..___..._._._..__. Z�: _._.._._._.-.- ��_......_..__ _.�_......-.,...-..,..�.�,.�-..._ =w�-......__.... '"' __._..._,—.--....._.�...._.__..___.-.—c-_=_.:...s.,�t_r_�.m�z.:a-.,,. - _-.-, - ,�i,`;.'�,_..nn. ._.....�_.... _.`X "� CD �-7 fi` ; I I f' `': 3 �eU \ tis�'? '' i : :: O U 2 }r ELOCATE PORTION OF I� ___- _._ _- �. - .___ _._ __ __. _ - - _ _ �. ___ __- _ _ _ v r o cD os C'3 t� C,, - -. z �r .aa - - r h - F ..._ f. N C EXISTING FORCEMAIN �� i_. :t c� „ N = m , d., cSS C:, - zJ. 1 3^n :sr r F cv .b.i iCo \ F. _ fA � 1 L``"` ':;. -.r.%• .. �� �r f U? C o, ; 1' i {(+ t; ' (;� i t LIMITS OF - - PRIVATE c > _ N c o yr DISTURB O �.i +� ��'^^yy A�r J �� f ti\ f 'v O . 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B- 944 W T.M. 64- 0 ZONE: M 1 0 z Q z Q_ W CL z NOTE: THIS SHEET FOR LANDSCAPE PURPOSES ONLY. z_ C� O n w 0 U a W Q _U � LLJ H� V 1 W � W � U � W! LLJ cv) O W W � z Q OF CLM S. BADER No. 25704 s_ONAL PLAN STATUS 02 04 03 PER COMMENTS 03 25 03 REV. PER COMMENTS cr 05/06/03 REV PER FRED. CO. PLAN. 06/02/03 REV PER FRED. CO. PLAN. JS 36/20/03 1 FOR SIGNATURE DATE I DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD SCALE H: 1 =50 V: JOB No- 1934-01-001 a DATE 1 1 /08/02 FILE No. SHEET 9 OF 10 35' R80UMM ACCESS PANELS BOTH SIDES 2- MAIN CONDW (Br row 98 -ter WET WELL 38- X 60' DOUBLE ACCESS DOOR a,mE CABLES aim) ENT SEWER 1/2 LOW LEVEL CUT --OFF SIDE ELEVATION VIEW 35 3/16 6 15/32 ACC SS DOOR 5' DN wEll REF. WET WELL (er oTHHERs) 1 14 J 1 7/8 9/16 � �-WET W Z��1;314 7/16 ' MIL2 3/4 ' 4 1/8 8 HOLES. FOR 3/8 ' (BY OTHERS) 7 11/16 PLAN VIEW (BASE ANCHOR LOCATIONS) BASE ELBOWS (BY OTHERS) SANITARY SEWER LIFT STATION. NOT TO SCALE USED WITH: KSB GRINDER PUMPS MODEL# KRTF40-160/22U ITEM DESCRIPTION MAT'L & SIZE 1 PUMP (GRINDER)CAST IRON (BY OTHERS) 2 STRUCTURE ACCESS CAST CONCRETE, STEEL 3 BALL VALVE PVC 2" 4 CHECK VALVE PVC 2' 5 WETWELL VENT PVC 4' 6 CONTROL PANEL STEEL W ORnCE HEAVY PAVEMENT SECTION 1.5" SM-12.5A SURFACE COURSE 4" BM-25.0 BASE COURSE 8" SUBBASE VDOT STD. GR-21 A -COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. TYPICAL HEAVY PAVEMENT SECTION NOT TO SCALE 30- Rp OLE �aPRtAST 86.19 - 100 1R WSL 85.45 = 10 YR WSL 87.00 84.99 - 2 YR WSL 8' ORIFICE STD PRECAST INV-85.5o MANHOLE STRUCTURE 1U- ORPiC£ .V RCP WV. - 81 TRASH{ RACK BY EASTERN SUPPLY ro BL r�aslRw FUR nay vNwtcH. POND 1 OUTLET STRUCTURE NOT TO SCALE STD PRECAST 18' RCP b0' pA YANHOLE STRUCT,ME (NO TOP) 84A7 - 100 YR WSL 83.77 = 10 YR WSL .60 8295 - 2 YR WSL SM PRECAST MANHOLE 4. ORIFICE STRUCTURE INV-81.90 (NO TOP) 18- RCP H.2- tif!m TRASH RAC( BY EASTERN SUPPLY POND 2 OUTLET STRUCTURE NOT TO SCALE I992 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project heC'1 11\'A 9L, Af4L5e__ Basin # Location % Total area draining to basin .ZZacres. Basin Volume Design Wet Storage: 1. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu. yds. x ;C45 acres cu. yds. 2. Available basin volume = 406 cu. yds. at elevation _ I VL (From storage - elevation curve} 3. Excavate Q cu. yds. to obtain required volume*. Elevation corresponding to required volume - invert of the dewatering orifice. 4. Available volume before cleanout required. 33 car yds x __Wanes = � cu. yds. 5. Elevation corresponding to cleanout level = -�_ . (From Storage - Elevation Curve) 6. Distance from invert of the dewatering orifice to cleanout level =.Z ?rzfL (Min. = 1.0 ft.) Dry Starage 7. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres}. 67 cu. yds. x i C acres - /S cu. yds. III - 112 Reservoir Report Pap i Reservoir No. 1 - SED BASE 1 Ems+++ Pond Data Pond storage is based on known contour areas Stage l Storage Table Stage Elevation Contour area incr. Storage Total storage ft ft so cuts cult 0.00 81.50 1.340 0 0 0.50 $2.00 14,145 3,871 3,871 1.60 83.00 15,825 14,985 18,856 2.50 84.00 17,677 16,701 35.557 3.50 85.00 19,401 18,489 54,046 4.50 86.00 21,297 20,349 74.395 j 5.50 87.00 23,265 22,281 96.676 6.50 88.00 25,305 24,285 120,981 Culvert 1 Orifice Structures Weir Structures [A] [B] [C] ID] [A] [B] [C] N] Rise In = 30.0 8.0 0.0 0.0 Crest Len ft = 15.70 0.00 0.00 0.o0 Span in = 30.0 8.0 0.0 0.0 Crest El. ft = 87.00 0.00 0.00 0.00 No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 0.00 o.Oo o.o0 Invert El. ft = 81.10 85.50 O.00 0,00 Eqn. Exp. = 1.50 O.00 0.00 0.00 Length ft = 40.0 0.0 0.0 0.0 Mutt! -stage = Yes No No No Slope % = 1.00 OM 0,00 0.00 N Value = .013 .013 .000 .000 Ortf Coeff. = 0.60 0.60 0.00 0.00 Mum -Stage = - Yes No No Tailwater Elevation ■ 82.70 ft Stage I Storage 1 Discharge Table N.W AX 0,0a Haw 4wf �dya4uMriW r+da`HONVW. Stage Storage Elevation Civ A Ctv B Chr C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft elf ets CIS eft cis eta cis eft ClIs 0.00 0 81.50 0.00 0.00 - - 0.00 - - -- 0 00 0.50 3,871 82-00 0.00 0.00 - - 0.00 - -_ - 0.00 1.50 18,856 83.00 10.57 0.00 - - 0.00 - - - 0.00 2.50 35.557 84.00 25.79 0.00 - - 0.00 - - 0.00 3.50 54,048 85.00 35.84 0.00 - - 0.00 - - - 0.00 4.50 74,395 88.00 42.93 0.69 - - 0.00 - - - 0.69 5.60 96,676 87.00 49,01 1.82 - - 0.00 - - - 1.82 6.50 120,961 88.00 54AI 2.40 - - 47.10 - - 49.50 STORM SEWER DESIGN LINE DRAIN AREA TIME CONC. i IN1HR C i C O/A� DISCHARGE UPPER INVERT LOWER INVERT LENGTH OF PIPE FT. SLOPE OF PIPE % SIZE OF UPPER PIPE TOP IN. LOWER TOP V F.P.S. PIPE CAP FULL cfs Nfl. AINCR. ATOTAL AC LiNCR. MIN. 1TOTAL MIN. QINCR. cis QTOTAL cts 65 64 0.20 020 5 5 6.90 0.90 6.12 1.22 1.22 94.32 93.22 110 1.00 15 99.58 98.86 4.40 6.46 64 63 0.58 0.78 5 5 6.80 0.90 6.12 3.55 4.77 93.02 91.82 120 1.00 15 98.86 98.96 5.71 6.46 63 62 0.58 1.36 5 5 6.80 0.90 6.12 3.55 8.32 91,62 90.32 136 0.96 18 98.96 98.76 6.40 1 10.32 62 61 0.53 1.89 5 5 6.90 0.90 6.12 324 11.57 90,12 87.34 125 2.22 18 98.76 97.29 7.35 15.69 68 67 0.56 0.56 5 5 6.90 0.90 6.12 3.43 3.43 91.01 89.10 i 125 1.63 18 96.36 96.30 4.72 13.00 67 66 0.58 1.14 5 5 6.80 0.90 6.12 3.55 6.98 68.90 88.31 119 0.50 24 96.30 96.40 5.41 15.97 66 61 0.71 1.85 5 5 6.80 0.90 6.12 4,35 11.32 88.11 87.04 215 0.50 24 96.40 97.29 5.41 16.00 61 60 0.35 4.09 5 5 6.RT 75.90 6.0 2.14 25.03 86.84 86.36 37 1.30 24 97.29 NA 9.36 25.83 111 110 1.37 1.37 5 5 6.80 0.90 6.12 8.38 8.38 89.90 85.00 350 1.37 le 94.00 NA 6.71 12.32 --- HYDRAULIC GRADE LINE COMPUTATIONS I ----- ---- z ? OUTLET -- - ------------ WATER SURFACE ELEV. ----- D. ------ Q. _...... L. St.% - - HH Vo H Q, JUNCTION LOSS Vj QjV� V 12g H NG H,,, HH 1.3H, 0.5H, F-I A FIL H INLET --....._.-- WATER SURFAC E ELEV. ---- ---- RIM ELEV. 111 86.20 1 18 8.38 1386 10.64 2.46 6.71 1 0.17 0.00 0.00 0.0 0.00 0.00 0 0.00 0.17 0.23 0.11 2,57 88.77 94.00 61 87.96 24 25.03 37 1.20 0.44 9.35 0.34 11.32 5.52 625 0.47 0.17 180 0.24 2-42 114 1.57 2-02 89.98 97.29 11.57 9.69 112.1 1.46 0.51 90 1.17 62 89.98 18 11.57 125 1.21 1.51 9.69 0.36 8.32 6.48 53.9 0.65 0.23 180 0.33 0.92 1.19 0.60 2-11 92.09 1 98.76 63 92.09 181 8.32 1135 0.63 0.85 6.48 0.16 4.77 5.76 27.5 0.52 0.18 180 0.41 0.76 0.76 0.38 1.22 93.31 1 98.96 64 93.31 15 4.77 120 0.55 0.65 5.76 0.13 1.22 4.04 4.9 0.25 0.09 180 0.20 0.42 0.42 0.21 0.86 94.17 98.86 65 94A7 15 1.22 110 0.04 0.04 4.04 0.06 0.00 0.00 0.0 1 0.00 0.00 180 0.00 0.06 0.06 0.03 0.07 94.25 99.58 66 89.98 24 11.32 215 0.25 0.54 5.52 0.12 6.98 4.92 34.3 0,38 0.1311801 0.19 0.44 0.57 0.28 0.82 90.80 96.40 67 90.80 24 6.98 119 0.10 0.11 4.92 0.09 3.43 6.20 21.3 0.60 10.211MI 0.36 0.66 0.66 0.33 0.44 91.24 96.30 68 91.24 181 3,43 125 0.11 0.13 6.20 0.15 0.00 0.00 0.0 0.00 10.0011801 0.00 0.15 0.15 O.0710.211 91 A5 96.36 RiPRAP CHANNEL PROTECTION PIPE D15 L W 60 6" 115, 8' 70 6- 18, S' POND 61 8' S' .1992 3.14 16. With emergency spillway: Assumed available head (h) fL (Using Q� III = Crest of Emergency Spillway Elevation - Crest of Riser Elevation Without emergency spillway: Assumed available head (h) _ & (Using Q,,) III - Design High Water Elevation - Crest of Riser Elevation 17. Riser diameter (Dr) _ _ c�►�' in. Actual head (h) . �4_S fL (From Plate 3.14-5.) hi=: Avoid orifice flow conditions. I& Barrel length (1) _ 40 ft. Head (H) on barrel through embankment = faft. (From Plate 3.14-7). I% 19. Barrel diameter = in. (From Plate 3.14-B (concrete pipe] or Plate 3.14-A [corrugated pipe]). 20. Trash rack and anti -vortex device Diameter - 10 inches. Height = 2-1 inches. (From Table 3.14-D). 21. Required spillway capacity Qe = %5 - Qp - cfs. 22. Bottom width (b) = fL; the slope of the exit channel (s) fL/foot: and the minimum length of the exit channel (x) _ fL rom Table 3.14-C). 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Basin # Location �%� - (nk Com,.-• Total area draining to basin: 3186 acre& Basin Volume Desim Wet Storage: 1. Minimum required volume - 67 cu. yds. x Total Drainage Area (acres). 67 ell yds x acres = cu. yds. 2. Available basin volume = 62.1_ cu. yds. at elevation . (From storage - elevation curve) 3. Excavate 0 cu. yds. to obtain required volume-. ' Elevation corresponding to required of„r.,2e - invert of the dewatcring orifice. 4. Available volume before cleanout required 33 cu. yds. x ,� acres c L yds. 5. Elevation corresponding to deanout level - $049-. (From Storage - Elevation Clove) 6. Distance from invert of the dewatering wiE ,e to cleanout level fL (Min. = 1.0 ft.) Dry 7. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu. yds. x Z lw_� acres - 2 1- cu. yds. 1992 3.14 8. Total available basin volume at crest of riser' cu. yds. at elevation ,t2 (From Storage Elevation Curve) ' Minimum = 134 cu. yds./acre of total drainage area 9. Diameter of dewatering orifice it, 10. Diameter of flexible tubing j Z- in. (diameter of dewatering orifice plus 2 inches). Prclimin_W Deshm Elevations 11. Crest of Riser = $7 Top of Dam = , - Design High Water = _ Upstream Toe of Dam = $�� Basin Shane 1Z Lengib of Flow j = Effective Width WeA If > Z baffles are not required If < 2, baffles are required Runo+ 13. 02 6 cfs (From Chapter 5) 14. ()z _ $ ., cis (From Chapter 5) 15. With emergency spillway, required spillway capacity Op = Q2 = cfs. (riser and barrel) Without emergency spillway, required spillway capacity Qp = % _ 1-cfs. (riser and barrel) 1992 3.14 Anti -Seer Collar Desisn 23. Depth of water at principal spillway crest (Y) - _ fL Sloe of upstream face of embankment (Z) = 3 :1. Slope of principal spillway barrel (Sb = O.- % Length of barrel in saturated zone (W m , S-0_ ft 24. Number of collars required = _ dimension = _ (from Plate 3.14-12). Final Desiin Elevations 25. Top of Dam Design High Water =- Emergency Spillway Crest Principal Spillway Crest = Dewatering Orifice Invert - 9\c"(" Cleanout Elevation $0SO Elevation of Upstream Toe of Dam or Excavated Bottom of 'Wet Storage Area' (if excavation was performed) = 1992 23. Depth of water at principal spilllway crest (Y) e5 Jr ft. Slope of upstream face of embankment (Z) _ :1. Slope of principal spillway barrel (Sb _ L^% Length of barrel in saturated zone A40 ft r 24. Number of collars required = dimensions = 4"^J (from Plate 3.14-12). Final Design Elcyago 25. Top of Dam . Design High Water__$__' Emergency Spillway Crest = 41A Principal Spillway (Vest - �!%R Dewatering Orifice Invert = �- Cteanout Elevation =� Elevation of Upstream Toe of Dam or Excavated Bottom of 'Wet Storage Sa Anew• (if excavation was performed) 1992 3.14 8. Total available basin volume at crest of riser' _ Y jib cu. yds. at elevation 4&'S6O-. (From Storage - Elevation Curve) Minimum = 134 cu. yds./acre of total drainage area. 9'. Diameter of dewatcring orifice = ` in. 10. Diameter of flexible tubing = _�_in. (diameter of dewatcring orifice plus 2 inches). Prelimh= Dessi¢n Elevation 11. Crest of Riser = Top of Dam = Design High Water Upstream Toe of Dam = �� ggSltt 12 Lena f Flow L Effective Width We .Z If > 2, baffles are not required 1� If < Z baffles are required Run 13• Q2 = r 8 cfs (From Chapter 5) 14. Qys = efs (From Chapter 5) 15. With emergency spillway, required spillway capacity Qp = Q2 = CIS. (riser and barrel) Without emergency spillway, required spillway capacity Qp = Q24 = /G6 cfs. (riser and barrel) Reservoir Report Per 1 Reservoir No. 2 - Sod Basin 2 rofish E Pond Data Pond storage is based on known contour areas Stage 1 Storage Table Stage Elevation Contour area finer. Storage Total storage ft ft scm Cult Cult O.W 77.00 100 0 0 1.00 78.00 439 270 270 3.00 80.00 1,616 2,055 2,325 5.00 82.00 3,148 4,764 7,089 7.00 84.00 5,288 8,436 15,525 8.00 84.50 6,414 5,851 21,376 Culvert 1 Orifice Structures Weir Structures [A] [B] [C] [D] [A] IBI [cl [D] Rise in = 0.0 0.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span In = 0.0 0.0 0.0 0.0 Crest EI. ft = 0.00 0.00 0.00 0.00 No. Bameis = 0 0 0 0 Weir Coeff. = 0.a0 0.00 0.o0 0.00 Invert EL ft = 0.00 0,00 0.00 0.00 Eqn. Exp. = 0.00 O.00 o.00 O.00 Length ft = 0.0 . 0.0 0.0 0.0 Muni -stage = No No No No Slope = 0.00 0.00 0.00 0.00 N-Value = .000 .000 .000 .000 orN. Coeff. = 0.00 0.00 0.00 0.00 Multi Stange = -- No No No Taltwater Elevation - 0.00 ft Stage 1 Storage i Discharge Table Haim ArglA-h vb�&%H,y.dvgrapHHHrcHa,proaWoL Stage Storage Elevation CIv A Civ B Chi C Ctv D Wr A Wr B Wr C Wr D Discharge ft cuft ft CIS Cis eft Cif eft of* Cif CIS of$ 0.00 0 77.00 - - - - - - - - 0.00 1.00 270 78.00 - - - - - - - - 0.00 3.00 2,325 80.00 - - - - - - - - 0.00 5.00 7.089 82.00 - - - - - - - - 0.00 7.00 15,525 84.00 - - - - - - - - 0.00 8.00 21,376 84,50 - --- - - - - - - 0.00 3.14 1992 3.14 16. With emergency spillway: Assumed available head (h) fL (Using Ill = Crest of Emergency Spillway Elevation - Crest of Riser Elevation Without emergency spillway: Assumed available head (h) & (Using 025) b - Design High Water Elevation - (Vest of Riser Elevation 17. Riser diameter (Dr) _ _ in. Actual head (h) _ fL (From Plate 3.14-8.) E= Avoid orifice flow conditions. I& Barrel length (1) _ ��/ & Head (H) or barrel through embankment = 19ft (From Plate 3.14-7). 19. Barrel diameter = -'� in. (From Plate :i.14-13 [concrete pipe] or Plate 3.14-A [corrugated pipe]). 20. Trash rack and anti -vortex device Diameter = _- inches. Height = inches. (From Table 3.14-D). Emergencv S lip lwa Desip 21- Required spillway capacity Qe Q25 - Qp - cfs, 22. Bottom width (b) fL; the slope of the exit channel (s) ft./foot; and the minimum length of the exit channel (x) fL (From Table 3.14-0. v � J E d 11 T• $ O 2 C11 = C9 cr) pT m tC c M N Q O 7 CO .-�- 5 .-O. (Dm U ED 8 ran c > NME C:U O O o ' c cwvm) v►mi to a 3 3 c et v O X m M�N�S ii LL z tY H V) O Q U LLj p �-I py LLJ z Q T n 1�1 - tz (n Z O W( v 5 I (D 0 U Lij I_ F= w bi V) (n (D O LuJ LLJ � z < CL S S. AD 4-11 No. 257 4 fib_ ONAL LAN STATUS PER COMMENTS V02/O4/03 REV. PER COMMENTSScFOR SIGNATURE Hn 73 O DATE DESCRIPTION JTA BCG CSB DESIGN DRAWN CHKD SCALE H: AS SHOWN , V: JOB No- 1934-01-001 Q U DATE 11 /08 02 FILE No. SHEET 10 OF 10