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HomeMy WebLinkAbout38-00 International House of Pancakes (I.H.O.P.) - Shawnee - Backfilea A 0 ASP DEPT, OF PLANN11R61DEVELOPMENT GENERAL NOTES 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASE UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES THAT OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UTILITIES IF DURING CONSTRUCTION THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE OWNER, WHO SHALL PROMPTLY CORRECT SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER HIS DISCOVERY OF SUCH INCONSISTENCIES, DISCREPANCIES, OR AMBIGUITIES, SHALL BE DONE AT THE CONTRACTOR'S RISK. 3. ALL CONSTRUCTION SHALL CONFORM TO THE FREDERICK COUNTY WATER AND SEWERAGE STANDARD DETAILS AND SPECIFICATIONS AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 4. ALL FINISHED GRADING, SEEDING, SODDING, OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BACK OF CURBS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS BEFORE ANY CONSTRUCTION BEGINS. CONTRACTOR SHALL NOTIFY MISS UTILITY (800) 552-7001 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL, GAS, TELEPHONE, AND CAN SERVICES. 6. DISPOSE OF TREES, STUMPS, AND OTHER DEBRIS OFF SITE. 7. CONSTRUCTION OF SANITARY SEWER AND WATER SERVICES SHALL CONFORM TO ALL REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF HEALTH AND VIRGINIA WATERWORKS REGULATIONS. 8. COMPACTION OF PUBLIC UTILITY TRENCHES SHALL BE TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY, ASTM D698 FOR SUITABLE MATERIAL. 9. ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS WOOD, ROOTS, ROCKS OR BOULDERS OF UNACCEPTABLE SIZE, OR ANY OTHER NONCOMPACTING SOIL MATERIAL. 10. A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION BEFORE ANY WORK IS PERFORMED IN STATE RIGHT-OF- WAY. 11. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC RIGHT OF WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAN STREETS AND TO ALLAY DUST AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE ROAD IS MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES. 12. WATER LINES SHALL BE PLACED A MINIMUM OF 10' HORIZONTALLY FROM SANITARY SEWER. 13. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND 303, USE GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE / 1996. OTHER CODE THAT APPLIES ARE CABA A 117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 14. VA. LICENSED ARCHITECT / ENGINEER SEAL REQUIRED ON BUILDING PLANS SUBMITTED FOR PERMIT APPLICATION. EROSION CONTROL 1. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THIS PERMIT CAN BE OBTAINED FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT. 2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED pURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGESS. 4. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE -LAYING IN THE AFFECTED AREA. 5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. FIRE & RESCUE 1. BURNING OF LAND CLEARING DEBRIS REQUIRES A PERMIT FROM THE FIRE MARSHAL. BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED. 2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. TEMPORARY STREET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. CONTRACTOR MUST ENSURE THAT PARKED VEHICLES DO NOT IMPEDE ACCESS TO FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME. J SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA FREDERICK COUNTY SANITATION AUTHORITY 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THE SANITATION AUTHORITY AS NECESSARY. 2. EXACT LOCATIONS FOR SEWER AND WATER SERVICES TO BE DIRECTED BY THE FREDERICK COUNTY SANITATION AUTHORITY INSPECTOR IN THE FIELD. CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE IN THIS EFFORT. 3. TEMPORARY TERMINATION OF SEWER LINE SHALL BE PLUGGED WITH A WATERTIGHT PLUG. THE ENDS OF THE LATERALS SHALL BE MARKED WITH A TREATED 2x4 POST EXTENDING FROM THE PLUG EIGHTEEN (18) INCHES ABOVE THE GROUND. THE TOP SIX INCHES OF THE POST SHALL BE PAINTED GREEN. SEWER LATERAL ELEVATIONS TO BE COMPATIBLE WITH GRAVITY SERVICE TO PROPOSED BUILDINGS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 4. THE FCSA IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET THEY WILL REQUIRE 1) THE FRAME AND COVER BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR, 2) THE FRAME AND COVER BE SET AT THE GRADE OF THE LOT, 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES, AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO GET THE METER BOX INSTALLED CORRECTLY. 5. THE FREDERICK COUNTY SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. 6. THE FREDERICK COUNTY SANITATION AUTHORITY SHALL TAP ALL EXISTING WATERLINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK 7. FREDERICK COUNTY SANITATION AUTHORITY APPROVAL OF THIS SITE PLAN EXPIRES TWO (2) YEARS FROM DATE OF APPROVAL. VDOT GENERAL NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIIONS 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 & HEALTH ADMINISTRATION AND VSH RULES & REGULATIONS. 3. 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 VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 7. 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. 8. 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 & SEDIMENT CONTROL HANDBOOK. SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. 9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. 10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. 11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THE VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. 12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO PLACEMENT OF FILL. © COPYRIGHT 2000. REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, PC. 13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 98% 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 SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. 14. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT OF WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE. 15. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. 16. 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. ZONING TABLE & NOTES LOT ADDRESS 170 FRONT ROYAL PIKE DEED BOOK/PAGE 825/705 (PENDING BOUNDARY ADJUSTMENT) TAX MAP PARCEL 64 (A) 2 EXISTING ZONING B-2 PROPOSED USE RESTAURANT SETBACKS: FRONT (PRIMARY STREET) FRONT (MINOR STREET) SIDE: REAR: PARKING: SIGNAGE: BUILDING AREA: HEIGHT: MAX.: PARKING: REGULAR (1.0/100 SF) HANDICAPPED LOADING TOTAL PARKING 50' 35' 5' 10' 4,100 S.F. 27'-10" 35' REQUIRED PROVIDED 41 58 3 3 0 0 61 LOT ACREAGE 0.96 ACRES FAR = 4100 SF/41,818 SF = 0.10 PARKING LOT PERIMETER 760' INTERIOR PARKING LOT AREA 29,160 S.F. INTERIOR LANDSCAPED AREA 2,650 (9%) * ALL NEW UTILITIES TO BE PLACED UNDERGROUND. *NO OUTDOOR STORAGE AREAS ARE PROPOSED UNDER THIS SITE PLAN. * NO SPECIAL ENVIRONMENTAL FEATURES EXIST ON THIS SITE. LEGEND EXISTING PROPOSED -- - - - - - -- - - 640-- -- - CONTOURS --640 - ---- -----645-- - -fi45 31 SPOT ELEVATIONS 3le -- PROPERTY LINE - - - - EASEMENT - - - - - - - - - STORM DRAIN WATER SERVICE 4W PROP. 6" W/M _.-_EX_8_SAN C.O. PROP, 4' SAN SANITARY SERVICE • ` -- - -- -- - CURB & GUTTER CG-6 CG-6R ASPHALT PAVEMENT CONCRETE SIDEWALK FINAL SITE PLAN APPROVED 4 DATE....'99 DG S,fz ��� # 3 � • o 0 Shenandoah Armory University qbr \Pk s Zf \ / ~= O c 64^QC. S 50 17 Detco Plaza 1 522 81 SITE City of \\ \\ Winchester rederick County VICINITY MAP SCALEi 1'=2000' SHEET INDEX SHEET TITLE NO. 1 COVER SHEET 2 DEMOLITION PLAN / EROSION & SEDIMENT CONTROL PLAN 3 LANDSCAPE PLAN / SITE PLAN 4 LIGHTING PLAN 5 SITE SECTIONS / STORM TABLES 6 EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS 7 DETAILS CONTRACT OWNER/DEVELOPER TITANS, INC. 1323 JAMESTOWN RD SUITE 201 WILLIAMSBURG, VIRGINIA 23185 (757) 565-3521 NIKO FL.ORAKIS APPROVED BY THE ZONING ADMINISTRATOR DATE PLAN VALID FOR 5 YEARS. �,T H 0, 1SOW P. o RWA No. v SIGNAL '..w Offices. Fairfax,Va. BridgewaterNa&A . Leesburg,Va. Virginia Beach,Va Chant111y,Va. Patton Harris Rust&Associates,pc Winchester,Va. F,ngineers,Surveyors,Planners,Landscape Architects 116 H. Main Street Bridgewater, Virginia 22812 540 - 628 -2616 JUNE, 20W REVISED AUGUST 3, 2000 10861-10 COVER SHEET SHEET 1 OF 7 C _11 DEMOLITION NOTES 1. THIS DRAWING IS A GENERAL REPRESENTATION OF EQUIPMENT & CONDITIONS AT THE EXISTING BRICK DWELLING AND DOES NOT INDICATE ALL CONDUIT, ELECTRICAL WIRING OR MISCELLANEOUS PIPING THAT MAY BE ENCOUNTERED DURING DEMOLITION. 2. ALL STRUCTURES SHOWN ON THIS DRA WING SHALL BE ABANDONED, DEMOLISHED AND REMOVED BY CONTRACTOR. 3. EXACT LOCATION OF UNDERGROUND PIPING SHALL BE DETERMINED BY CONTRACTOR. 4. REMOVE AND PROPERLY DISPOSE OF HOME HEATING FUEL AND TANK IN ACCORDANCE WITH STATE REGULATIONS. 5. PREVENT THE SPREAD OF DUST AND DEBRIS AND AVOID THE CREATION OF A NUISANCE OR HAZARD IN THE SURROUNDING AREA. 6. WHERE REMOVAL OF EXISTING UTILITIES IS SPECIFIED OR INDICATED, PROVIDE APPROVED BARRICADES, OR TEMPORARY COVERING AND TEMPORARY SERVICES. 7. ALL DEMOLITION SPOIL IS TO BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE REGULATIONS. 8. TERMINATE EXISTING UTILITIES IN A MANNER CONFORMING TO THE NATIONALLY RECOGNIZED CODE COVERING THE SPECIFIC UTILITY AND APPROVED BY THE CONTRACTING OFFICER. REMOVE METERS AND RELATED EQUIPMENT AND DELIVER TO A LOCATION AS DETERMINED BY THE CONTRACTING OFFICER. 9. MAKE PROVISIONS FOR WORKER SAFETY DURING DEMOLITION. SEQUENCE THE WORK TO MINIMIZE HAZARDS TO WORKERS. 10. FILL AND COMPACT HOLES, BASEMENTS, AND OTHER HAZARDOUS OPENINGS IN 6 INCH LIFTS AND COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. COMPACTION REPORTS AND A CERTIFICATION LETTER FROM A PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND INSPECTIONS DEPARTMENT AT THE TIME OF APPLICATION FOR THE BUILDING PERMIT. THE CERTIFICATION LETTER SHALL INDICATE THAT THE COMPACTED FILL WAS PLACED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE IN REGARDS TO FOOTINGS AND FLOOR SLABS. 11. PRIOR TO DEMOLISHING EXISTING STRUCTURE, A DEMOLITION PERMIT SHALL BE OBTAINED FROM THE FREDERICK INSPECTIONS DEPARTMENT. AT THE TIME OF APPLICATION FOR THE DEMOLITION PERMIT, AN ASBESTOS REPORT FOR THE STRUCTURE SHALL ALSO BE FILED. ;�7 EX 2(�NATER ANQ. N'iEWER EASEME-NTD.B:Qq2,-FG 658 � �- --4 PLA U.Gr--SAN� GX. SAN-_�---� -�---------- ExAN------------ 150.00'SANITAR.Y MH TOP=731.52 _REMOVE - fNV. III=723.�THESIJNC - -- -- - - - -- '� I NV. I N = 723.4 EX. WATER SERVICE , I' NV. OUT = 723. REMOVE � TO BE REMOVED CONIC. PAD AND PLUGGED AT MAIN I REMOVE 1 STORY BRICK / ADDITION ON SLAB I `- �._HEIGHT--1*.-0, REMOVE 550 ALLON CONC. HOMEHEATING PAD (� UNDEIRGROUN FUEL i I I i I , BRICK \ PAD EXISTI UTILITY \ I I I S POLE BE Q, -P, REMQ D —REMOVE 1000 GALLON HOME HEATING UNDERGROUND FUEL I m TANK \I � aD ZI I I ----\-REMOVE 2 STORY BRICK DWEWNG W/ I BASEMENT, FF = 733.62 HEIGHT = 20.7' ! Ii I EMOVE OHE -- fi0 — —� :E4---- — 9, 544'14 48 W a 1 41 - �ONCRETE -"CONCRETE j MON�M NT U G -.• - - 1, .-- --- "'J MONUMENT UG � SIGNAL 'LE REFER TO SHEN. GAS DWG. B-10 3 4 POLE q, \AND B-913 FOR GAS APPURTENENCES .� TELE. --- -- AULT DEMOLITION PLAN No. REVISIONS DATE CHKD. 1 REVISED PER REVIEW COMMENTS 08.D3.00 TPR PROFESSIONAL SEAL ,r+" 1 14 0 THOM P. RIEGEL a Na 33800 %!ONA1. PROJECT: 12„ DISK --' 4ARKER l N46'11' i j I ! ! 1 i I z I DI5TURB,ED AREA 1.0T AC EROSION AND SEDIMENT CONTROL LEGEND 3.02 TEMPORARY STONE �E 3.14 TEMPORARY Sp CONSTRUCTION SEDIMENT BASIN J U ENTRANCE 3.05 SILT FENCE F �� 3.18 OUTLET PROTECTION O P 06 3 07 STORM DRAIN I 3 20 ROCK CHECK DAM C� INLET PROTECTION �► TEMPORARY D D 3.09 DIVERSION DIKE - LIMITS OF CLEARING 3.13 TEMPORARY C T SEDIMENT TRAP J DRAINAGE DIVIDES % 194.24' S46'11'38., P _ 4" PLA U.G. �-UG-- / DISK-w MARKER -- / REFER TO SHEN. GAS DWG. B-1043 i < AND B-913 FOR GAS APPURTENENCES ------ GRAPHIC SCALE ,I I .� I EROSION & SEDIMENT CONTROL PLAN- INTERNATIONAL HOUSE OF PANCAKES sfwvrtg raosreML asrwcr REDEPoCK COIMfY, Y7i0NA ( IN FEET ) I inch - 20 ft. TITLE: DEMOLMON PLAN EROSION + SEDIMENT CONTROL PLAN I Ptffl Patton Harris Rust &Associotes,pc Engineers.Sur►eyors.Planners.Landscape Architects ot 116 N. Main Street Bridgewater, Virginia 22812 W-828-2818 j Offices: Fairfax,Va, Bridgewater, Va. Leesburg,Va. Virginia Beach,Va. Chantiliy,Va. Winchester,Va, r L r L F L C ,A SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR RWC CHKD. SCALE TPR 1 "= 20' SHEET 2 OF 7 FILE NO. 10861-10 CREATE A SAUCER - SHAPE WITH MULCH TO HOLD WATER 2" LAYER OF MULCH TAMP SOIL TO - - PREVENT SETTLEMENT EXISTING SOIL REMOVE TOP 1 /3 OF BURLAP AND WIRE FROM ROOT BALL HOLE WIDTH TO BE 3 TIMES WIDTH OF ROOT BALL 0. 3' AT TIME OF PLANTING SECURE GUYS WITH TUBING TO TREE DRIVE STAKES AT --\ AN ANGLE AND \\ DRAW TO VERTICAL CREATE A SAUCER - SHAPE WITH MULCH TO HOLD WATER LANDSCAPE TABULATION 2 LAYER OF MULCH CATEGORY REQUIRED PROVIDED -ILI SHADE TREES EXISTING SOIL _ - I INTERIOR 6 (1 /10 PARKING) 6 '` PERIMETER 19 (1/40 LF) 19 REMOVE TOP 1/3 0 = _ BURLAP AND WIRE - - - INTERIOR LANDSCAPING 5% (1,500 S.F.) 9% (2,600 S.F.) FROM ROOT BALL - - PERIMETER 3' EVERGREEN HEDGE TAMP SOIL TO - HOLE WIDTH TO BE 2 TIMES PREVENT SETTLEMENT _ .� WIDTH OF ROOT BALL__� TREE PLANTING DETAIL LANDSCAPE LEGEND NOT TO SCALE SYM. COMMON NAME SCIENTIFIC NAME SIZE QTY. REMARKS BB DWARF BURNING BUSH EUONYMUS ALATUS 'COMPACTUS' 18" - 24" HGT. 8 CPB CRIMSON PYGMY BARBERRY BERBERIS THUNBERGII VAR. ATROPURPUREA 'CRIMSON PYGMY 2 GAL. 18 CY CAPITATA YEW TAXUS CUSPIDATA "CAPITATA" 3' HGT 113 DMP DWARF MUGO PINE PINUS MUGO VAR. PUMILIO 3 GAL. 10 ER EASTERN REDBUD CERCIS CANADENSIS 'ALBA' 1 1 /2" CAL. 19 WHITE FLOWERING JM JAPANESE MAPLE ACER PALMATUM 'CRIMSON QUEEN' 3' HGT 2 MG MAIDEN GRASS MISCANTHUS SINENSIS 'GRACILLIMUS' 3 GAL. 3 RM RED MAPLE ACER RUBRUM 'RED SUNSET 2" - 2 1/2" CAL. 6 VL VARIEGATED LIRIOPE LIRIOPE MUSCARI VARIEGATA' 4" CONTAINER 56 * NOTE: ALL PLANTING SIZES REFER TO THE HEIGHT AT THE TIME OF PLANTING. 24' '2 N 46'11'38"E KIN r ° �-- �► B - ! ■ - ■ �I ER { « I I ©VIL ; , 00. zi 10 p0n I 0 0 u 00 S44'14 48 W R CY 45 No. REVISIONS DATE CHKD. 1 REVISED PER REVIEW COMMENTS 08.03.00 TPR 91.4 PROFESSIONAL SEAL o REAS GEL P. k 3m �,�'t 8 •�cao "�(NJAL 1 LAiVDSCAPIN PROJECT: . CRACKER BARREL I OLD COUNTRY STORE I INTERSTATE PROPERTIES 64-A-1E I 64-A-ID STM GRATE TOP=722.36 D.B. 791, PG. 1753 D.B. 556, PG. 706 INV. IN= 714.46 18" ZONED : B2 BONED : B2 INV. IN= 714.56 24.�. BUSINESS GENERAL DISTRICT BUSINESS GENERAL DISTRICT INV. OUT=714.36 2�" -- - - _ - - - - - I 40TAg�L- -' '\ �U�RFNT IISE`C'C)MMFR�IAL N _ EX 20 STORM / - EX. 24" RCP o ---- EX. 24" RCP _ _ _ _ _ _ _ X. 4" RCP, DRAINAGE EASEMENT / _-I_ ------- =�=-=-------------- _ ♦=-_-------------- ----- --_ EX. 24" HDPE ®2.03; ai. �`'� -�- -•�-------- �^---------�------_--_--_--f-------t-_-�--\ -- �- r_..---- ,,' T �-��� I \\�f T\� a,� - -s // 2� 1 / ! r C - \�29 �- \-� 4 PLA U.G. Cn LIGHT ROLE EX. FH410 , -'- \, -A2� I _ _ / 50 STATIC - -� -;� \ I DOMII�6'ON AVENUE 8 i i o RWWATER I 1 38 RESIDUAL " - = ! �l F VAULT I� / 1 { - 1040 GPM ! �- 125 MPH Imo; �S•• I - - AND M L T E R -a- -- - - - - DLE T 1 J50 PS+ r •� --- \ ` ,� - - I = CB�63 �` '��- / T GAS MAIM 12 w M - - -- - - - -- - - �- - -- - 3 2 3 1 2 7 W\%I�' �- �`X 20�V�ATER ANC'ISK 12x12x TAPPING - I-1�'' YVA / S,WER EASEMEEK ' 1 -T- "ARKER \1''_ SLE & \%ALVE- METEW (DCW) - D.B`4� 2,-P� 658ce-=4PLA U.G- - FX_ SAN r - - -- ----- -- 'E SAN=� - EX�SA ..---- --- ��---- ERA SAN N46'11'3 �` _ _ 4 PLA U.G--•� �`- _ - 1 0.00' SANITARY MH - - - TOP=731.52 SANITARY MN I -1 - - \ �8.i1�1.00% ? --- - INV. IN= 723.52_ TOP=723.77 I --- ___P /� �EX� x.� D� - ___ ___ _ _ _ - INV. IN= 723.43 INV. I N - 714.9 2 6" / \ -- - - - - 313-._. _ - -- -- ---: - _ _ _ _ _ •- \ V 0 - 7 2 3.4 INV. IN= 714.95 6" F- INV. �ATr i MONME IN U+-u INV. OUT=714.0� 8" \ Ii � OP=722_99 i EE DETAL SH '� � i / I f �,� � I 1 �� 31 �II U I INV. OUT �Y$.29 18 i / f 0 SPACES �'�. I I 1 PA �, 0 -.\__ ✓I DRAINAGE r / i / 2 J \.11 29� 3 I 1 VATTCHHE� I (I F- EASEMENT / PROPOSED I { / �-/ �13{i' _ SECTION � BOUNDARY /� GREASE IN Zp�T;ORi U - I 41,966 S.F. I / INV. IN =72 .14 / _ I� ! III 35' FRONT ! I I SETB/A/ I --- 1 I INV. 2�.89 _- -FR _ j� 0 PROPOSED - ETBACK(MINOR STREET(Ml IEET) 4- ! 12 6, a t C� LW%GU IY CV 150.0 L. F f .h. • ., . 1 x �. Q o \ T m O _-_- 0 I a Y ! 36 RCP �,;-.F ; �:' I 6 2 X w Z ►- w {� I P5 �� � Z\ / / 00.5% Iz� " :� • ! 8 \ Z I cx� a' I Z N z w I 6 P CES 0, 0 \ w I w w to 26,274 S.F + : iRAM Z w �� ( \ I / DNCPSTER,+ r I ° \� - 0 18 2 a�g o + Q �� O O LOSURE 2 z I Z1 SEE DETAIL I� « I v r 30� 1 W � Z , \ SHEET 7 U+' ' 4j ` -�'-'- - �S \ - z Q ._ � ' ' I 's w cn II 1 I r1 » ' _ U U / 3/4 YARD E 3 O Z / I- Z / I I- \ 1 I- HYDRANT 3 4 / 5' 3094 31� 1 \ / I U 1 1 I MIN. I // I r _m U Q Q / I m w \ m 6 x7 CONC. PA S R / DOUBLI" DETECTOR _ __A CG-12 \ L �- I F- ELECTRIC - - r CHECK VALVE -a V� ' ►- O z (I \�' TRANSFORMER I A / IN MECHANICAL 24 6 R ° 00 p Z U Q / / I J C? � o cv 11 � o cv I --- / ROOM LC) I w 1 ` 732 -._ a- LZ o Q 1 O c- _ GAS METER +r Q \ A Q Q ( w I m I A i 1950 :':FH I 575 VPD QD co 1, c Ln ZU I cvO Lei Q�ow I1 �<U-) z I I Q 0a� "ROOF LEADER Q �iow O O �t °O w'w cn i4 I I w z 1 w I w z 1 UNDERGROUND I - m x , ' » I I w z +"� -> INGRESS/ (n � � � � I I F- �t w I j I- � W y 4. 0 _ _ 0 < t L>J + U i O 0 1 Q O 0 I PIPE STORAGE o �? r` w, U \ EGRESS 31 Q /� N � z ( w N I 1 r� N � 1 ` { Ia c�L� S> ' v' ru�r BUILDING ' ?� . EASEMENT 0 w I P- cv I {` :3= FFE = 731.00 Q • �� z / O Y z w I Z w w w ,, 10 yyATER-=( " }� / t w 4,100 S.F. 3 4" YA -� '� 30M CG- 2 - - q z _ ++ z Z MAIN i o f © „ / erg 3 II F- i / 27 -10 • HEIGHT q a- Q �y to ' , Z \ EASEMENT (' \ 132 SEATS HYDRg N I - i = m m ioo I 1 D 1 10' STORM Q \ m i I m i DRAINAGE 1 \ C. SIG Q L� < I EASEMENT I I 5 O04 w 5 DIA. MH • �' Io I Li. 01 ,�' W I �I 50' FRONT SETBACK I 1 W/DI-3A TOP ` - ;�: _ .--- �•---- cn -- `"- - _w ca= z w -- -- - -- -- - - cn � I MAJOR ARTERY � I -- - � --- -- ----- I I v o 9 O�a � Iw _ I ( I i 1 I I - 3 OoLoN N N 1 1 38.5' L.F �2 2 A`t \,---LI(T N co+r� gn° Co \ I ` I ! ��XtB _ 30m SEE DETAILm _ �► �; \ 1 1 12 RCP \ - 8- S�iEET94 © W 1 01.0% �I -�-- � - a n Y { --- INGRESS/ 1 y 1 ticSP � 2 RCP -- I / EGRESS 1 -'X'�g -- 89 1. _ N / EASEMENT II'I � I/ I \ 10' -S--IGNI -S-ET- BA- --1 _2--45' i I II --- - -\ 5 PARKING SE ,ACK 5BEND- - - 5-37.5c 5� 8 - - - - D- - 72 7 _ _ _ ---J b44 '4 3gW 91.41�.�---- "'10' MIN. 194.24' S4611'38" \ \ _ �i 1 SIGN \� 4 DI-3B I '-•-- =4" PLA UG�r NO PARKING /1 �r �/ SHEESEE T L U i // /� // \ FIRE LANE 1 --- SIGN (C) NO PARKING DIS� \ / / / / i •/ \ �, SIGN (B) � / 1 0 - / // 3' HIGH N MARKER , \\ REFER TO SHEN. GAS DWG. B-1043 I I l BOLLARDS (2) Q I \AND B-913 FOR GAS APPURTENENCES , / / 24' RCP V EX. 725 -_ / \ PROPOSED-"�~- 7� FIRE HYDRANT -- I----------729-- `_AND VALVE -�_ - - - - - - -------- _ 1 _ _ - - _ ----------� _- - - --- -- -- - - ---------------------------------- --- - --- ------ -- - -,,i i"------- -------- - -------------- -�- S.R. 522 (FRONT ROYAL PIKE) PLAN, SANITARY LATERAL ELEVATIONS A 727.00 EXIT BUILDING B 726.88 CLEANOUT C 726.14 CLEANOUT D 725.89 CLEANOUT E 727.00 EXIT BUILDING F 725.20 WYE, VERTICAL BEND G 720.18 CLEANOUT, VERTICAL BEND H 719.83 CONNECTION TO MAIN INTERNAT10NAL HOUS OF PANCAKES . C, OM TITLE: R/W VARIES GRAPHtiC SCALE 35 MPH DELCO DEVELOPMENT F & M BANK _WINCHESTER 64 A 4D 20 to 20 ,o so COMPANY OF WINCHESTER D.B. 414, PG. 171 ZONED : B2 BUSINESS GENERAL DISTRICT CURRENT USE: FINANCIAL INSTITUTION SITE PLAN LANDSCAPING I inch = 20 ft SITE PLAN 64-A-4A D.B. 393, PG. 371 ZONED : B2 BUSINESS GENERAL DISTRICT CURRENT USE: COMMERCIAL Offices: Fairfax,Va. Bridgewater,Va. Leesburg, Va. Virginia Beach,Vo. Patton Harris Rust&Associotes,pc Chantilly,Va. Engineers.Surveyors,Planners,Landseape Arets Wlnchester,Va. 116 N. Hain Street Bridgewater, Virginia 22812 u. 0-828-2818 SURVEY DATE PHR&A JUNE. 2000 DESIGN DRAWN TPR RWC CHKD. SCALE TPR 1 "=20' SHEET 3 OF 7 FILE NO. 10861-10 9 No. REVISIONS DATE CHKD. 1 REVISED PER REVIEW COMMENTS 08.03.00 TPR 17. PROFESSIONAL SEAL Dow P. RIEGEL Q �k 33m zO _'ONAL , PROJECT: INTERNATIONAL HOUSE • -- A A 2 FIXTURES AT 90 DEGREES BOLT COVERS FURNISHED WITH POLE, PAINT EXPOSED PORTION OF BOLTS WITH BOLTS WITH RUST INHIBITOR -- BOND TO POLE COPPER I, RUUD CAT NO. AC2425-M-24OV-P-SBL WITH 250 WATT METAL HALIDE LAMPS AND PHOTOCELL "20r—O' SQUARE STRAIGHT "PTEEL POLE POLE �90•� PLAN VIEW ANCHOR BOLTS PROVIDED BY —HANDHOLE MANUFACTURER 3/4' CHAMFER FINISHED GRADE j n — — I I if LA 9 85 RE -BARS -- ►' CONDUIT BURY 21' BELOW GRADE 193 TIE BARS AT 12" O.C. 2'-0' DIAMETER BY 6'-0- LONG CO CRETE BASE. EXPOSED' PORTION TO HAVE RUBBED FINISH UNDISTURBED EARTH MIN. 3/8- X 6._0,. DRIVEN GROUND ROD POLE LIGHT DETAIL - P2 NO SCALE * NOTE: ALL OUTDOOR LIGHTING SHALL BE DIRECTED SO THAT LIGHT IS NOT CAST ONTO ADJOINING PROPERTIES. TITLE: LIGHTING PLAN S46'1 1'38"W IM, tT k FACE VIEW Spra W Plank Color Codes: twin: JU- P77 Red: *LB-8376 Drop Shadow: *110-7294 Wme: L-8011-W acr erg AMPS 6.6 Circuit i-"a 47.25 Sq. Fl, LIGHTING PLAN- Plm&jk Patton Harris Rust&Associates,pc Engineers, Surveyors, Plannerelmndscape Architects ot 116 N. Nain Street Bridgewater. Virginia 22812 540 - 828 - 2618 Offices: Fairfax,Va. Bridgewater,Va. Leesburg, Va. Virginia Beach,Va. Chantilly,Va. Winchester, Va. SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR RWC CHKD. SC ALE TPR 1 "=20' SHEET 4 OF 7 FILE NO. 10861-10 I r�I EVERGREEN HEDGE�T�- I- -- z m G-6R CG-6 1 PROPOSED 6" j DIP WATER LINE 3.5' MIN. .D€PTH-- �- -- 8" SELECT BASE ' MATERIAL V.D.O.T. - --- ----- -- --TYPE- 1-NO. -21A- PROPOSED 36" AGGREGATE(TYP.) RCP STORM DRAIN 2" SM-2A BITUMINOUS INV. ® 719.76 CONC. SURFACE(TYP.) I I i 12+00 11 +00 10+00 NOTE: COMPACTED, STRUCTURAL FILL SHOULD BE PLACED IN MAXIMUM EIGHT -INCH THICK SITE SECTION B-B ' SITE SECTION AA LOOSE LIFTS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS „ , 1 = 0 u DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST (ASTM D698). SOIL 1 = 2 H I 1 MOISTURE DURING PLACEMENT SHOULD BE MAINTAINED WITHIN TWO PERCENTAGE POINTS 1 " = 5' \ V / OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR = 5 v COMPACTION TESTS. THE FILL MATERIAL SHOULD BE PLACED IN HORIZONTAL LIFTS AND ADEQUATELY KEYED INTO STRIPPED AND SCARIFIED SUB -GRADE SOILS. IN CONFINED AREAS SUCH AS UTILITY TRENCHES, PORTABLE COMPACTION EQUIPMENT AND THIN LIFTS OF SIX INCHES MAY BY REQUIRED TO ACHIEVE THE SPECIFIED DEGREES OF COMPACTION. FILL PLACED WITHIN TEN FEET OF BUILDING STRUCTURES SHOULD ALSO BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. COMPACTION REPORTS AND A CERTIFICATION LETTER SHALL BE SUBMITTED TO THE BUILDING INSPECTIONS DEPARTMENT AT THE TIME OF APPLICATION FOR THE BUILDING PERMIT. THE CERTIFICATION LETTER SHALL INDICATE THAT THE COMPACTED FILL WAS PLACED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE IN REGARDS TO FOOTINGS AND SLABS. STORM WATER INLET COMPUTATIONS STORM SEWER DESIGN COMPUTATIONS L FROM _a POINT _ TO POINT DRAM. AREA AC NOFF COEFF. C_ I-- CA -- ---� INCR -_' _ACCUM INLET Tw - WN. RAIN FALL -LN�t RUNOFF -- Q .-- CFS ---- IMANIMNG n _ _- _ LENGTH - FT INVERT - ELEVATIONS UPPER LOVER_ SLOPE ___ FT DIA - IN CAPACITY - - C S�_ _DESIGN DEPTH _ FT I DESI& FLOW - 1 4 5 1 3 1 2 3 3 2 EX1 L1_ 10.11 0.16 _ 0.09 0.49 0.90 0.90 0.90 0.90 0.10 1- 0.10 0.14 _ 0.14 32 _ 0.08_±177 0.44 5.0 _5.0 5.0 5.0 6.80 ! 6.80 &80 6.80 1 _---- -0.67 0.98 2220-- 5.20 --� 0.013 0.013, �0.013 0.013 - - 38.59 204.41 150.02 81.06 . �---- 722.44 _1 724.09 20.05 719.20� L _-_-_L 722.05_ 72205 - 719.30. 718 39 _ 0.0100 0.0100 10.0050 0.0100 �� 12 12 36�--47 18 3.57 3.57 29 1 10.53 -L- 0.29 � 0.36 I __ 0.44 - 0.74 0.67 ! 0.98 2. 0 5.20I_ _-1 STORM SEWER HYDRAULIC GRADE LINE COMPUTATIONS IINLET STATION 1 - 4 OUTLET W.S.E. 2 72Z16 Do (in) _ 3 12_ Qo 4 0.671 I Lo 5 X591 Sfo (ft / ft. _ (6� 0_0004 _ Hf-� 7 0.01 Vo - 8 --Z_1 1491 _ _ _ Ho -I� 011 VI 9 I 10 �11 0.051 0.00 0.00 ! QM 12 -' 0.00 JUNCTION Vi 2 / 29 1 0.00 LOSS _-- Hi 13 0.00 An 14� 0 i K - 0 HdoltoHtt 15 0.00 I 16 0.05 - 1.3Ht 17 0.06 , 0.5Ht - 1888� FINAL H 19 1 0.08 INLET------ WSJL 20 722.73 - - -� RIM EELE-V.� T1) 72&50 i 5 72216 12 0,98 -204.41 0.0008 0.15 � 3.88 0.06 0.00 0.00 - 0.00 -- 0.00 0.00 0 _ 0 Q00 0. 6 0.08 0.23 724.45 728.500� 3 719.94 36 - 2.20 150.02 0.0000 0.00 ! 3341 0.05 0.98 _ 3.88 3.799_0_23 0.08 85 0_68' 0.16 0.01' 0.02 __- 0.00 720.49 27.76 i _ -2 0.00 _1_ _ 18 _l _ 5.20 81.06 0.0024 0.201 5.94E 0.14 2.20 _ 3.41 -_ 7_ j_ _ 0.18 j _ 0.06 � 0.68 _ 0.12 0.01 1 0.01 - 0.20 _ 719.94J_I2&M_; No. REVISIONS DATE CHKD. 1 REVISED PER REVIEW .COMMENTS 08.03.00 TPR Li PROFESSIONAL SEAL ��A1,TI-i OF Y j 4 Irv N. � GEL a k 33m �8-3�00 �• TONAL �', PROJECT: INTERNATIONAL HOUSE OF PANCAKES sHnwrg MnoMMeu oerncr WECERCK cournr. vrtaNn TITLE: S SITE SECTIONS STORM TABLES W I � W z z I a I a I CG-6R H DGE(TYP ~ I CG 6 6' 6.75' 5.0' .256.25' , I cG-6 S/W S/W I ~� S/W IS/W CG-11 DR VE LODGE I 1 r - ! CG-6R ENTRANCE CLEAN -OUT 730 [ S.R. 522 -- - - - - - -- ---- - - - - --- --- - - --- -- --- --- - - - -- SELECBASE SELEC I I 1 7FAGOREGATE(TYP.) TV.D O.T. I EX. 12" WATER I ! i j UNKNOWN DEPTH I j 0. 21 A I 4 S. S. 1, f ' I 0EX. 12" WATER MAI"u S.S. INV. O BLDG. EX. 4 G2A BITUMINOUS TA u u ELEV: 727.00 �EXISTING DWELLING EX. I4' GAS LINE UNKNOWN DEPTH CONC. SURFACE(TYP.) EXISTING DWELLING ,BASEMENT(SEE NOTE ON I DEPTH UNKNOWN ' " BASEMENT(SEE NOTE ON 45' BEND EX. 4" GAS �24 STORMSEWER. THIS SHEET FOR FILL ELEV. 723.66 I THIS SHEET FOR FILL i REQUIREMENTS) ; DATUM ELEV. INV. ®-722.33 -_ __ __ _ REQUIREMENTS- - -3 00y UNKNOWN D I PTH DATUM ELEV. 720 12" STORM SEWER -� 720• 1 1 inly 0 7*:) A , 2 Offices: Fairfax, Va. Bridgewater,Va. Leesburg, Va. Virginia Beach,Vo. Chantiily,Vo. Winchester, Va. SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAIN TPR R WC CHKD. SCALE TPR 1 "=20' SHEET 5 OF 7 FILE NO. 10861-10 EROSION AND SEDIMENT CONTROL NARRAlff. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL PROJECT DESCRIPTION EROSION AND SEDIMENT CONTROL PRACTICES. 6. A SECURITY FENCE WILL BE ADDED TO THE PERIMETER OF THE BERM TO LIMIT ACCESS THE INTENT OF THIS PLAN IS TO PREVENT ACCELERATED SOIL EROSION AND SEDIMENTATION AND TO TO THE S.W.M. FACILITY. PROTECT THE STREAMS OF THE COMMONWEALTH OF VIRGINIA. THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A RESTAURANT ON LAND ZONED B-2 IN FREDERICK COUNTY, VIRGINIA. THERE ARE APPROXIMATELY 1.07 ACRES OF LAND TO BE DISTURBED. PERMANENT STABILIZATION EXISTING SITE CONDITIONS ALL AREAS NOT OTHERWISE COVERED SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. FOR SEEDBED PREPARATION, LIME AND FERTILIZE ACCORDING TO SOIL THE SITE CONSISTS OF FAIRLY FLAT TOPOGRAPY WITH GRADES VARYING BETWEEN 0-5 PERCENT. TEST. COMPACTED, CRUSTED OR HARDENED SOILS SHALL BE LOOSENED BY DISKING, RAKING, HARROWING CURRENTLY, THE SITE HAS 1-2 STORY BRICK DWELLING WITH THE MAJORITY OF THE SITE IN A GRASS OR OTHER MEANS. EVENLY APPLY SEED WITH HYDROSEEDER. SEEDING MIXTURES, RATES AND DATES LAW. CURRENTLY, WATER EXITS THE SITE THROUGH SHEET FLOW AND IS COLLECTED IN STORM SHALL BE IN ACCORDANCE WITH STD. AND SPEC. 3.32 OF THE VIRGINIA EROSION AND SEDIMENT SEWERS ON ADJACENT PROPERTIES, SURFACE RUNOFF IS MODERATE AND THE EROSION HAZARD CONTROL HANDBOOK, 1992 EDITION. IMMEDIATELY AFTER SEEDING IS COMPLETED, ALL AREAS SHALL BE IS MODERATE. MULCHED. USE STRAW AT THE RATE OF 2 TONS PER ACRE AND ANCHOR. OTHER MULCH MATERIALS MAY BE USED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, ADJACENT PROPERTY 1992 EDITION. THE SITE IS BORDERED ON THE NORTH BY TRAVEL. LODGE LANE, WEST BY DOMINION AVENUE, PERMANENT SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL EAST BY ROUTE 522 SOUTH, AND SOUTH'BY VALLEY FARM CREDIT. GRADE IS REACHED ON ANY PORTION OF THE SITE. ALSO APPLY PERMANENT SOIL STABILIZATION TO AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN ONE YEAR. CRITICAL EROSION AREAS STORMWATER MANAGEMENT THERE ARE NO CRITICAL EROSION AREAS ON THE SITE. ALL RUNOFF FROM THIS SITE DRAINS TO EXISTING STORMWATER MANAGENENT POND 7, CONSTRUCTED WITH THE BATTLEFIELD ESTATES SUBDIVISION AND PROPOSED TO BE MODIFIED WITH THIS PLAN. EROSION AND SEDIMENT CONTROL MEASURES MAINTENANCE UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS 1. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION. AFTER EACH SIGNIFICANT RAINFALL, AND SHALL BE MAINTAINED ACCORDING TO THE GUIDELINES SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION. 1. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. ACCESS TO THE SITE WILL BE FROM THE EXISTING PAVED PORTIONS OF HANCOCK AND FREMONT AREAS SHOULD BE FERTILIZED AND RESEEDED AS NECESSARY. AND TEMPORARY HAUL ROADS. 3. ALL DROP INLETS AND CURB INLETS SHALL BE CHECKED DAILY FOR TRASH, DEBRIS, AND SEDIMENT. ALL TRASH, DEBRIS, AND SEDIMENT SHALL BE REMOVED TO PREVENT THE OBSTRUCTION OF THE FILTERS AT EACH INLET AND TO PREVENT THE MOVEMENT OF SUCH MATERIALS TO DOWNSTREAM 2. SILT FENCE - 3.05 CONVEYANCE CHANNELS AND THE RETENTION POND. A TEMPORARY SILT FENCE SEDIMENT BARRIER SHALL BE CONSTRUCTED OF POSTS AND FILTER 4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN FABRIC TO INTERCEPT AND DETAIN SEDIMENT FROM SHEET AND RILL EROSION. SILT FENCE 30 DAYS AFTER FINAL SITE STABIUZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES SHALL BE INSTALLED AS INDICATED ON PLANS PRIOR TO ANY UPSLOPE LAND DISTURBANCE ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM TAKING PLACE. ADMINISTRATOR. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL * BE PERMANENTLY STABILIZED PER THE ABOVE 3. STORM DRAIN INLET PROTECTION - 3.07 GUIDEUNES TO DETER FURTHER EROSION AND SEDIMENTATION. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED AT ALL DROP INLETS AS SHOWN ON THE PLANS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS. INSTALL INLET PROTECTION AT EXISTING INLETS PRIOR TO ANY UPSLOPE LAND DISTURBANCE TAKING PLACE AND AT NEW INLETS IMMEDIATELY FOLLOWING INSTALLATION OF THE INLET. 4. TEMPORARY SEEDING - 3.31 TEMPORARY SEEDING SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. SELEC11ON OF TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH TABLE 3.31C OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 1992 EDITION, FOR THE APPROPRIATE SEASON. TEMPORARY SEEDING SHALL BE FERTILIZED AND MULCHED IN ACCORDANCE WITH SECTION 3.31 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION. 5. ROCK CHECK DAMS - 3.20 ROCK CHECK DAMS SHALL BE INSTALLED AS INDICATED ON THE PLANS TO REDUCE DITCH FLOW VELOCITIES DURING THE ESTABUSHMENT OF GRASS LINING. THEY SHALL ALSO SERVE AS SEDIMENT TRAPPING DEVICES FOR THE NEWLY -FORMED DITCHES AND THE ADJACENT EMBANKMENTS. 6. CULVERT INLET PROTEC11ON - 3.08 CULVERT INLET PROTECTION SHALL BE INSTALLED AS INDICATED ON THE PLANS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN, AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA. 7. OUTLET PROTECTION - 3.18 OUTLET PROTECTION SHAD_ BE INSTALLED AS INDICATED ON THE PLANS TO PREVENT SCOUR AT STORMWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO MINIMIZE THE POTENTIAL FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS. 8. TEMPORARY SEDIMENT TRAP - 3.13 TEMPORARY SEDIMENT TRAP(S) WILL BE INSTALLED AS INDICATED ON THE PLANS TO RETAIN RUNOFF TO ALLOW SEDIMENT TO DROP OUT FOR DRAINAGE AREAS OF 3 ACRES OR LESS. MANAGEMENT STRATEGIES 1. CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. SEDIMENT BARRIERS AND ALL OTHER MEASURES INTENDED TO TRAP SEDIMENT ONSITE MUST BE CONSTRUCTED AS A FIRST STEP IN GRADING AND BE MADE FUNCTIONAL BEFORE ANY UPSLOPE LAND DISTURBANCE TAKES PLACE. 3. IMMEDIATELY FOLLOWING GRADING ON THE SITE AND INSTALLATION OF UTILITIES, PLACE GRAVEL BASE ON THE LIMITS OF PAVED AREAS. THEN PERMANENTLY STABILIZE THE REMAINDER OF THE SITE WITH VEGETAL COVER. ALL UNPAVED DISTURBED AREAS SHAD_ BE MULCHED, LIMED, FERTILIZED AND SEEDED WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED OR WITHIN 7 DAYS IF THE AREA IS TO BE LEFT IN A ROUGH GRADE CONDITION FOR MORE THAN 30 DAYS. 4. THE CONSTRUCTION OF UNDERGROUND STORM SEWER, SANITARY SEWER AND WATER SERVICE LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH IS TO BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS, DRAINAGE SYSTEMS OR OFFSITE PROPERTY. D. RESTABIUZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. E. CONTRACTOR SHALL COMPLY WITH APPUCABLE SAFETY REGULATIONS. ■ PROFESSIONAL SEAL �PyTH OF G j TIMAS P. U .-a �IONAL +9'2 3.05 1992 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6 MAX. / �- 1 FLOW ; 3. STAPLE FILTER MATERIAL 4. BACKFILL AND TO STAKES AND EXTEND /� COMPACT THE IT INTO THE TRENCH EXCAVATED SOIL. FLOW e SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) DURCE. VA. DSWC PLATE 3.05 42 ,•/ _ /� J 4 IC -1.-7 � --7/ // / 1 12.07 do j 1 � /11 /� l l/ill � i � `�• I .� __ -- -- " �. II ' I f�ll Il,ll d III Ili I III _- WE I I lilt I I _ - Ilc�(I II,I ! �11��1�►I►1;II, t l l,!i�>< 'iiii' Iil(;�IIIIIiI+I Nwon ' ' ��> II � 1 I� II+► III I,lOi! O 7 �� � ( ;I i �� � �• U.�J! !I� I�I III I I �� I! + I 1?I�1 I I •� • II+III[ � Ifl �' / II � 1 III ! I hill I• I I l�I+ I�I /� it I II�II1�' III I I I IIIi+Illll��! � � II IIII�II lIIII IIII'i�!{'�II+ 4-+ 1 1 f Ill I I 1 _-SOPCH SAM m Sy17 1 fill I�I 'IiJII I+I! III 4'a1r) - NYW-717. ( II I I I III ! auI-714 I I EX IX MM-'?== 24- IRV N-720.19 ! I J C a1v 6 er raE. whnsr IS' li I� II� � D B. 791• PG. 1753 13- INV M-724.56 III III I I I I ZONED 92 D-8. 556".A. '706 DL �11-?30.79 SINESS GENERAL DISTRICT ZONED T OV 7i4.79 - � ._ BUSIHG8S GENE EX 1S- CYP _zL r I _ Foam JIM 10.YEAS OW _� {/ A o10 YEAR FLOW �I a 0oG20 CPS .y i a �n � MAX. ALLOWABLE �m� h �p �--- _?- \ `-- 10 YEAR FLOW mm-�, Ism i<�m �4��y� M1�I�I �/F V ` Z I O N N W I I71 AI`I �• / b: N C7 ca v IPROJECT rRCP I80-&ears 3� .../ - - -- \ 1 �\ INTERNATIONAL HOUSE OF PANCAKES WEDIMICK COUMIX, MMIA EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS BLOCK OPENING 36" CLEAR °i 02 1992 STONE CONSTRUCTION ENTRANCE EXISTING IF 70' MIN. PAVEMENT A 5:1 EX. GROUND FILTER CLOTH MOUNTABLE BERM WE ELEVATION A J (OPTIONAL) 70' MIN. z WASHRACK B (REQUIRED) / o '� Z �EX. EX. GROUND 10' MIN. PAVEMENT (V VDOT {1 B -POSITIVE DRAINAGE 73gCOURSE AGGREGATE TO SEDIMENT ' MUST EXTEND FULL TRAPPING DEVICE o WIDTH OF INGRESS AND PLAN VIEW EGRESS OPERATION �- 12' MIN. 3'• MIN. 3" MIN. FILTER CLOTH SECTION A -A 6'- 7., i REINFO- DRAIN SPACE CONCRETE SECTION B-B SOURCE: VA. DSWC PLATE 3.02-1 )92 TEMPORARY SEDIMENT TRAP DRAINAGE AREA = 0.49 AC TOP ELEV. SPILLWAY ELEV =730,50 =729.0 ORIGINAL I GROUND ELEV STONE INVERT 730.50 = 727.50 m Q 67 CU. YD./ACRE Cr y - > = 33.5 CU. YD. CLASS I LFILTER 67 CU. YD./ACRE CLOTHAP (EXCAVATED) --COURSE AGGREGATE"' = 33.5 CU, YD. ORIGIINAL GROUND ELEV. 728.50 BOTTOM ELEV. ----CROSS CROSS SECTION OF OUTLET = 726.00 CLASS I RIPRAP LENGTH (INFEET) = 3.0' DIVERSION DIKE FILTER CLOTH EXCAVATED COARSE AGGREGATE AREA-----_ "COARSE AGGREGATE SHALL BE VDO)T #3, y357, OR #5. CROSS SECTION OF OUTLET )URCE: VA. DSWC DI-3 TOP ELEV.=726.110 TOP WEIR ELEV.=722.,30 18" RCP _ 36" RCP INV. = 719.20 �} INV. = 719.30 6' .►I�--8" ORIFICE INV. = 719.25 B SECTION A -A Patton Harris Rust&Associa)tes,pc Engineers•Surveyors.Planners.Landlscepe Architects 116 N Main Street Bridgewater, Virginia 22812 W-828-2616 313 3. GRAVEL CURB INLET SEDIMENT FILTER `'--- GRAVEL FILTER* 12 HARE MESH RUNOFF WATER FILTERED \ WATER SEDIMENT CONCRETE GUTTE + \_CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONCENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 1992 3.07 GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER j-18" MIN - i GRAVEL�(12" MIN. DEPTH) RUNOFF WATER WITH SEDIMENT Lj SEDIMENT .. WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED. BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. =GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE. PLATE 313-2 SOURCE VA DSWC PLATE 3.07-2 - 3 TOP _EV.=726.10 )P WEIR .EV.=722.30 ►OT DI-3 (MODIFIED) TH IS-1 INLET SHAPING of RCP J. = 719.30 ORIFICE J. = 719.25 11 RCP INV. = 719.20 SECTION B-B STRUCTURE #2 CONSTRUCTION DETAIL 1 /4" = 1' Offices: Fairfax, Va. Bridgewater,Va. Leesburg,Va. Virginia Beach,Va. Chantiliy,Va. Winchester,Va. f SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR RWC CHKD. SCALE TPR 1 "= 30' FILE NO. SHEET 6 OF 7 10861-10 FIRE LANE SIGN DETAIL TYPE A NO PARKING OR STANDING FIRE LAN E --- - TYPE B NO PARKING OR STANDING FIRE LAN E NOTE: STENCILING ON CURB USED IN LIEU OF "B" SIGN. SEE DETAIL THIS SHEET. TYPE C NO PARKING OR STANDING FIRE LAN E -as - NOTES: APPROVED SIGNS SHALL BE AS FOLLOWS: A. METAL CONSTRUCTION, 12" x 18". B. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. C. LETTERING TO BE AS SHOWN ABOVE. D. LETTERING SIZE TO BE AS FOLLOWS: "NO PARKING" OR "STANDING" - 2", "OR" - 1", "FIRE LANE" - 2 1 /2", ARROWS 1- X 6" SOLID SHAFT WITH A SOLID HEAD 1 1 /2" WIDE AND 2" DEEP. E. SIGNS ARE TO BE MOUNTED 7' FROM THE GROUND TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE OFFICE OF THE FIRE MARSHAL. F. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED. UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED PRIOR TO INSTALLATION FROM THE OFFICE OF THE FIRE MARSHAL. SIGNS SHOULD BE SPACED AS ON APPROVED PLANS. IN LONG STRETCHES THE MAXIMUM DISTANCE BETWEEN SIGNS IS 80 FEET. G. OTHER SPECIAL SIGNS AS APPROVED BY THE OFFICE OF THE FIRE MARSHAL. H. THE CONTRACTOR SHALL PROVIDE TEMPORARY STREET SIGNS DURING CONSTRUCTION. ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES SHALL BE INDICATED BY YELLOW PAINT AS APPROVED BY THE FIRE PREVENTION DIVISION. A 6" YELLOW STRIPE SHALL BE PAINTED ON PAVEMENT EDGE IN FIRE LANE AREAS WHERE NO CURB EXISTS. PAINT SHALL BE TRAFFIC YELLOW GRADE. HOLD CMU WALL DOWN 8" AT GATE POUR SLAB THROUGH LIGHT ® 17' - 4" 5'-6" I 3/4" YARD HYDRANT 20-0" a- _ - e F c �° 41 c � f BOLLARD ° I DUMP I , \ \ a I °AREA ° a °a 0 6'-8" HIGH °\ d a \ ° o BLOCK WA I PAINT COL v � / d n a ° c .0 a ° I , GRE SE CbNTAINER ° e I 12'-0" 3'- 4" 12'-0 DUMPSTER ENCLOSURE 1" = 5' 8" SELECT BASE MATERIAL V.D.O TYPE I NO. 21 A AGGREGATE VDOT A- 3 `- CONCRETE 6" CURB AND GUTTER (NO SCALE) (VDOT STD. CG-6) PROVIDE 3" PVC ROOF DRAIN WHERE INDICATED ON PLUMBING PLANS 4„ 2" RADIUS 1 � 71i ••4 6"-'I -2'-61,�i I (VDO,T STD. CG-6R) No. REVISIONS DATE CHKD 1 REVISED PER REVIEW COMMENTS 08. 3.0 TPR 2 #4 BARS o I I #5 0 24" O.C. I W/ 24" LAP WITH #5 DOWELS FROM FTG. LLSPLITFACE I TOP PAD OR D-1 6" II # 3®18" O.C. f 1'-11" I I 1HI 0 0 0 0 5 #4 W \ 1 #4 TRANSV. wilis 024" O.C. 3-8 DUMPSTER ENCLOSURE SECTION 1" = 2' 2" SM-2A BITUMINOUS i CONC. SURFACE / WELL COMPACTED SUBGRADE TYP. PARKING LOT PAVING SECTION CLASS A3 CONC. WALK FIN. GRADE 4.5 (TYP) 4" 1117 0 4" CRUSHED N 6" X 6" W1.4 X W1.4 W.W.F. STONE BASE VDOT TYPE I, NO. 21B AGGREGATE TYPICAL CONCRETE SIDEWALK SECTION (NO SCALE) PROFESSIONAL SEAL �Py'TH OAS l� �� P. �. a No. 3= MAIN SEWER LINE ICI PLACE WOODEN STAKE---7 2' INTO GROUND ABOVE PLUG TO INDICATE LOCATION REMOVABLE SCREW -TYPE PLUG FLUSH W/ FIN. GRADE \ \ DESIGNATED Y TOWN i FINISH GRADE r a t etS M 2'-0" MAX. UP O 2. 45' BEND 45' WYE ?%`- CONC. PAD -74" CRUSHED STONE 45' BEND PLUG--' LATERAL FINISH GRADE 43'� Q. SANITARY SEWER SERVICE CONNECTION (NO SCALE) NOTES: -CLEAN-OUT PIPING TO BE SAME DIA. do MATERIAL AS THE SERVICE LATERAL -CLEAN-OUTS LOCATED IN PAVEMENTS MAY REQUIRE ADDITIONAL BEDDING AND COMPACTION REQUIREMENTS. /�-- HYDRANT SEE STRAPPING DETAIL GRADE _ � \ - 6' VALVE dt BOX 1 i \. \ 1 ` \� MAIN SADDLE WITH! " LINE CORPORATION 0 e STOP 9 CUBIC FEET OF GRAVEL (MAX. SIZE = 2"; MIN. �- SIZE - 3/4") I .' COVERED WITH 2 LAYERS OF #15 a1 CAST IN PLACE ACCESS DOOR, CENTERED IN TOP (SEE NOTE 1) VARIES AS REQUIRED 45' I AA ROADWAY BOX 1 27" MIN, 2 LAYERS OF BLDG. TAR PAPER ATER i� PAPER BETWEEN PIPE -�•' MAIN & CONC. CLASS A3 CONC. CONIC. SUPPORT & THRUST BLOCK TO 6` BRANCH BE CARRIED TO '-4" CRUSHED STONE UNDISTURBED SOIL VARIES SEE CONC. THRUST 2'-0" MAX. l 45' BEND BL OR 90DIMESIOBENDS. ANCHOR ROD / *4 REBAR �- SOLID CONC. BLOCK ENCASED NOTE: CLEAN -OUT PIPING TO IN CONCRETE BE SAME DIA. & MATERIAL 45' WYE AS MAIN. TYPICAL FIRE HYDRANT MAIN INSTALLATIOON TYPICAL CLEAN -OUT (NO SCALE) (NO SCALE) -------- -------- - -- DI-3A-38-3CI" UNDISTURBED SOIL CONC. ANCHOR SEE THRUST BLOCK DETAIL BALL VALVE (CURB STOP WITH FIP ENDS, WITH 2" GATE VALVE OPERATING NUT METRON SPECTRUM 88 -STANDARD FLAT TOP FOR 4' DIAMETER MANHOLE - FINISHED GRADE 3' RISER SECTION FOR 4' DIAMETER MANHOLE WITH CUTOUTS SOLID SUPPORT BLOCKS UNDER CUSTOM SETTER \ `- 6" STONE BEDDING NOTES:- 1. ACCESS DOOR SHALL BE BY HALLIDAY PRODUCTS OR OUR APPROVED EQUAL: A) IN NON --TRAFFIC AREA MODEL NO. S1R3030 B) IN TRAFFIC AREA - MODEL NO. MR2424 2 WATER SERVICE CROSSING STREET SHALL BE ENCASED IN 6" DIA. SCH40 PVC OR SDR 21 PIPING. THE PIPING SHALL RUN FROM ONE FOOT BEYOND SIDEWALK, ACROSS THE STREET TO ONE FOOT BEYOND SIDEWALK. CUTOUT DETAIL 1 1 /2" METER INSTALLATION bdwnIng.aerate of pre"eM wnletMRI, sit M arlete « "rW a •Moro "T"T'-r aitr a v. e. - _ aelsilrnsift •s-e. wlte 'a• atsill0 r GelvemIa0 - t.Ifsnt Mat, e Elrslh•x"rh BOt1 f Sbewar Lxea"xn ,/Leh $Iwosle T. TABLE OF QUANTITIES `s e- yyt far eer�ils el INN flies • Carr •.. f Y} ''TT Ne St41C •2. TY alas e ®..Iur, w ' �� AREA REINFORCING STEEL >t r III _ . ° "+x.Yw. Tree A Type e L OF CON- +""'"' r..wr.ww SLOT ^ ` TYPE CRETE BARS A BARS B BARS C BARS 0 BARS E BARS F BARS G WEIGHT Max OETAha Ft. S4 Ft Cu Yde, Not Lin. Ft No. Lin. Ft' No. Lin, Ft. No. Lin. Ft." Na Lin. Ft. No. Lin. Ft.' No. Lin. Ft.* Lbs, 0 0 li u r r e.. t wee M cot DI - 3A 2'-6' 1.15 2.26 - -- - -- t 5'-T 3 3'-2" - - - 6 1'-0" 22 60' c ftW ° e.H« c'•" c"""0' 10Y Lem f "'�'ce" `� ' 4' 1.83 2.159 5 I'-6" 2 -Tja6' 3 5'-T' 3 V-2" 4 1'-6' 3 1'•-6" 4 1'-0' 64 - -- - 8' 3.75 ^ 3. 1 1 • 1 e e - -- --- - -- - -" i 1� _ 02 5 3-6 6 -Tip6' 3 5-73 3-2 4 3-6 3 1'-6 4 I-0 I 11 u arI ► .elwrred tdeetm tlel• •r .Nf/ te"eyM w►, elm«" » a •.d d"Isld 6 2.75 3. 32 PLAN-'`O-'"� 46 S e-6" t0 7b6 3 5`-T" 3 3'-2r 1 w --- ---- - >+� m r---ssw.� 1 I0 4.38 3. 4 5'-6 3 I-6 4 1'-0 158 ^I Now This «w *°f a e«Mrn, w .Mall case rl. wlro"bn IaMs _ - - --- - --�- -- --- - wet eels sift w come « eve wed gwfar. bass R 90 5 7"-6" l 4 710V 3 5'-7" 3 3'-2" 4 7'-6" 3 1'- 6" 4 I'-0" 204 �s=°e� •r D I- 38 12' 5.50 4,134 s V-6" is 7wo6-+tY 3 V-7" 3 V-2" 4 9'-6" 3 1'- 6" 4 1'-0 of _2 5 1 _ „J , r r•a.� t.-.sire.- "... ea 31 10' 2' 13, 13k 2' 17' r �I A e `��r�--•'r-j SECTION 0-0 14' 6.42 4.78 5 II'-6 22 71oC-ID" 3 5'-7" 3 3'-2" 4 th-6' 3 1'-6" 4 1'- ON 298 - - - - 16' 7.33 5..22 5 I'.�-6" 26 71o151D 3 5'-7" 3 3'-2" 4 13-6" 3 I'-6" 4 I'-O" 345 I Iree.e pusiw uelM °" err 1 1 w w r t 1 r r, ----------------------------+' � t �� IP 8.25 5.,66 5 t5-6 30 � 3 5-7 3 3-2 4 IS'-6 3 1'-6 4 I-0 391 -� l ' 20 9.17 6.109 5 6 34 �'100-V 3 W-T" 3 S-20 4 li'-6" 3 P-6' 4 1'-0" 438 1 /A " - " '� " I ; 111 �,, f�N ew R TNo A Co- et hswYrN. R• ♦_ . RjlNehr"�"II�U 6' 3.75 3. 4 1 --EX. CG- 6 � r •for,... FRONT ELEvaTtall a e bassi• tM•i "1ri a Y..d t.. e.. P. 01 10 i=- 9" 4 e to' s s'-7" 3 3'- z" 8 I'-9" 6 r-6" 2 t'-o" r 1 1 ' 6 2.T5 3.t rye 145 10 2-9 8-710640" 5 5'-7" 3 -e 8 2'-9" 6 I'-6" 2 1'-0" 158 _ �•�- Now Iawwe 0 WWI a co-6 h"nr«dt. � I Hardware doh 1 / • 1 w 1 • w • 1 w .e '• _ - - I� * a,�w "» t0 4.'S8 3.89 t0 3-9 t2 7►0 5 5-T 3 3-2 8 3'-9 6 It-6 2 I-0 205 �- EX. TYPE SM9.5A A htneOver" 'MnnrIOfthe out hot Mis�Nrgr�p,�� mannranam Nw1e1Mr's"'e � N"° I1 i MwN 12' 5.50 4.33 10 4-9" 16 5 5'-7" 3 3'-2" 8 4-9" 6 1'-6" 2 V-O" 252 Of b .fe ilikin le ai al me s1ruclve III M .bawd eirh eellwf •er wet ISIIR ewer »MINIM 1 • .•M H b 0t - 3 C morlw q prnwf eerlarq «1"adnd d weW n •r erhwlYr4 T•e etwa Ve `east «eMNMSN "awl - • e•O r eweM. • EX. BM25.0 tew.� "•ne/jn »earaucl"dwplcawle sides 00belnc410edinthewits"id, euctV4 wtrsAl40.09N11N.•IsiMreeleMi •'' w myfe.., 14' s.42 4.77 i0 5'-9 20 6"�10610" s s'-7" 3 3'-Y 8 s'-9" s t'-s" 2 r'-o" 298 erw w aeasiMna ww the •Malts "he+n a �" ilvwrt T Mee --- . all1T1. 1 • n • 1 r • 1 w - sietdaradr.."+eol-"e fwrdwneNaensandf"1Mrn s'j-i r-if" 16' 7.33 5.21 10 6-8 24 '711P6-t0` 5 5'-7 3 ',�-2 8 6-9 6 I'-6 2 I-0 345 EX. SUBBASE 21B. TYPE I ' liar slltssiskim Out peeae"s Ar go. as ~ IN 2 a. ere"' d SECTION A -A I e e.25 5.65 I0 79• 1 28 a10Ia 401 5 5 -T• e w 1 3 3'- 2 8 T-9 6 1 -6w 2 1'-0* 1 • -0 392 1 1 1 MATCH EXISTING PAVEMENT SECTION a"3i of-3e` DI-c` �� 20' 9.17 6.09 -10 8'-9" 32 'a1o6+d 5 V-7" 3 N-2" 8 8'-9' 6 t'-6" 2 1'-0" 439 I i •' vas. A Denotes WVh of one (1) bar tRm STREET SECTION � " � N ' : -Elm f1� f b-11 ►-•ry` � NOtas All reinforcing bore b bro No.©1[ ) I I ) �� • • AN cost in aioce concretta to be CIOp A3. For occeptabls alternate toe Precast Standard Designs TRAVEL 0 D G E DRIVE 1 -F bedeConcrete quoied to b en listinInru OR 10i •split Far inlets S- Z"wi different pipes. The or sub tract 3 c pees must w ««I •Iw. eM• stem "» •txlYr.brM r-I~ be eeducted to obtain 1Rua quontitias. For inlets of Oifteronl depths ON or subtract a32 cu. tale, "eearre a 000 ea Lm e r Is etsiwe h "."rem" d1 yds of concrete for eoc:h toot Of difference in depth. s keeksm PM Is-L The .she M smelete sew 01*4 si .1"Irs• (NO SCALE) NOTE: EXTEND 21-6 1' BEYOND Tse •N"d1 ilkeen el Mw.w on fa.Io1M«4e area •e.Mtlr a ew oldie w"f et *dO.W is eq • OA , w » reie IN tom •tef. to ter 1r a" sir.."sireDETAIL WHEN USED Length of Angie Iron as; shown on ;heat I is to be L 1 16 " 0 4.10 lbs. per It. Inseswee fetes to khm of tie wrlMi Nes b Ia hp of ear enYMure. pia "Hsi i mMe et art to w"I, a slur, No, bee- r eIf"s. ADJACENT TO CUM dithe"E.P. OR CURB & GUTTER (TYP.) WWI t rlie are sffr by ilde «w wr dram eg Iwpeaw and the aclhal am.n"gne ewm weal 1.."" r "calm, $ease or A M t. N » ph"" to e•IP«w WITHOUT eUTTpI elhah MddarsiMN et 1M satrestN IrtA IIWII Ce•a1MMt NM pipe"" esie tte.11ml way» «owl r emu m a•e. Sheet I of 2 ST DARD CURB DROP INLET SPECIFICATION SPECIFICATION STANDARD CURB DROP INLET 12-30"PIPE MAXIMM DEPTH (H)233 -36"PIPE M =8i REFERENCE REFERENCE 12AXN►N OEM (H)= VIRGINIA DEPARTMENT �y 302 VIRGINIA 1#EAYIq ENT 104.09 TRANS RTATION TRA 1IORTA/ TION 104.t0 - CG-11 Is-, \ Radial combination \ curb and gutter -� 1 y_g to a d eft �ar - . - - - • - - - _ - - - • wheree applicable � dw . \ _ Var.width :hex . •a `,lie' Or- A" IMn' Vqr ei11M Sidewalk Akin, o. o• o. l a4 qr Spxe •e aw:.oho 'wo:o• or Sidewalk Space �•�j Shape to elevation of tar largest lip oe•::oo: • p6._a, mid- int Of St p p0 \ � m � �"6,-o.�-I / *Radius to be as � 9 $ IN gi RADIAL PLAN TYPICAL ALTERNATE RADIAL PLAN i shown on Pions m i I FOR USE AT APPLICABLE STREET CONNECTIONS AND COMMERCIAL For Garmlercid Ernance (hkov T e' tJ y rude T,a, IC Arddedl tclp A.r- 1 N V A -wli- ENTRANCES. see Standard CG-13 sheet 203,10 / � _ of ci to cur .r Street approach same \ surfacing os main line roadway - v B - _ 1 I 'L W I Von. wiath o B - - - � � _ - �:, , �, X • \ f ,f " � ICI to �webb LIT t a -'� -- jj / TT.. «a or oe ll• : e•w'e^o:A `'�" oast. / �e a®o:o• I".,. Vie, e.o •o,o •o.o •"e• 'oo�ooeo"oo o f „r\ / �tw.�*/�� Slope to drain t0 Invert aP< •o•o.o�o: o. o. a, o: •a.o 0o.0,000 o e I %/ `` /^ KYf iiR� firm" outlet pipe. Expansion Joint � s I.'tp _. V�. •o; o•o; e.o ,o o, ooao'000 �I A -E-% TANGENT PLAN 4'` �: Slope 121 Moxemum 1 t NMM C' TREAWDIIT IN DW Iti.ETS Main line roadway A••-J � 0. � Note Width "B" 2'-0" or os < V • T" .Mrs 5t'd, CG-3 CC-7 is used O ISOMERIC Transition4fe between plot ppia�lemfores `! shown on typical section „ Sidewalk Area when different sizes of i j` w T•-p 1s sass „e,d,,,1ee, encountered. 502 PROJECT: INTERNATIONAL OF PANCAKES 81INAWWE s e lase" sisl si ` DISMCT I, er '" ♦X ".Ras..' HALF PLAN 3 a (with ar without 6" flip) �i2 elope NOTES Slope to drointo r art V tJ I e _ of outlet pipe. St d cc-2 T'-4- --- -� Curb romp W be Gloss A-3 Contraft with exposed oggregde finish. or CG-6 a 3 No11 a w . Romp shall not exceed a maximum Mope a 1 r 1. Notes+ e•" Shaping of manhole and inlet Inverts in accordance • Curb romps are' to be located oe shown on the plow ar as directed by with this draw l rig is to app I ye to those structures / he Engineer. They ale to be provided at in4rsecba.e wher.ver on spec I f i ed on plans or where I I nvert of p 1 per is above • ` 1 acts le r.1 won 'a tie rlgfR-d-way d o highway lociiity crosses n Invert of structure. •. curb regordless of whether sidewalk is existing, proposed o none.istent. r ,-Gutter line ,I They may be oesel from pedestrian cross"oNts at shorn o., pions or w /r CxAs,w line Face of SECTION A -A This item may be dyrseb0 by the Engineer, but Should red be located behind veMcie sWp lines. accords ce drop ppl i is e, sex darned and constructed drawl n Cldrb of $Ads Street accordance with applicable, as Bete se-d herd or special c draft Existing light Net, fire r I Main IIM Roadway '-' P P The Invert stomping as detailew hereon is to consist of ay iiwb recall CR' Cost in faC! 9 G D tad twds, dra0 eVeie, ale. will also affect plotemerA. ' Curb romps wf1 be ed and pale hot at the contract unit prices Portland Cement Concrete mix conforming to Class 20 or for Exposed stet, canpiele-in-plow. �Mas � Class 10, except thDs 25 of coarse oggrtgote may be up 'I Stage, II:1 Yaximuem Cwb/ewb pW gtNerr sbpatamdeans edjocent to curb romps are incwMd ! 100 mm in diameter and consist of stone, broken brick, br n When used 1n conjunction with Standard CG-3 -_��� m payment hr duH/curb aNll hlelr. concrete or broken concrete W lock. The surface sPW I I be to •' ` ' it Or CG -7, the curb face On this Standard it to be When used in conjuneti"n rN1 ]lpntlond CG-3 YM CG->. the curb face on smooth by means of hand <roter l I ing. None of the coarse, • •' . ;�;,. t._s_:. adjusted to match the mountable Curb configuration. Standard is to be odjuesle0 mo to match the ountebla cob configuration. aggregote shot I rwma In expossed. SECTION A -A • • Treatment where width of .d.. 0 or sidewalk Isaac• is lea than 7'-A" Data is of Invert shaping as shown hereon ore for swim 2-2 SECTION B-B example purposes only. Each e»anhote or drop Inlet R� ® Accessible route is defined as o continuous unobstructed. stable, Arm tnd 1s to be shoped Inds vtduat ly to best f Xt the particular help ppro c path entered connecting e" accessible, s with is d o faclli(y the con Inlet end outlet cored Iguratimn and flow I Ines. CF 1�� IN Lhmiri d Exposed oggraga4 wderWk be approached, ethers• and used by persons with mpbh4iy impoirrttents. NETHO STANDARD CONNECTION FOR STREET INTERSECTIONS CURB RAMP '� SPREFERENCE ._REFERENCE VIRGINIA DEPARTMENT (PERSONS WITH MOBILITY IMPAIRMENTS) 302 --- ---- --- ------ of 20J.Oe V1Rt.NK DEPARTMENT OF TNAN94MA110N Sod VIRGINIA DEPARTMENT 13F TRANSPORTATION UNLESS OTHERWISE NOTED ALL DIPENSIOPIS� 106. 06 TRANSPORTATION 203.08 t �- ---- ON THIS SlE T ARE IN MILLIMETERS TITLE: DETAILS Potion Harris Rust&Associates, pc Engineers Surveyors Planners Landscape ArcWtecta ot 116 N. Main Street Bridgewater, Virginia 22812 540--828-2616 Offices: Fairfax, Va. Bridgewater, Va. Leesburg,Va. Virginia Beach,Va. Chontilly,Va. Winchester,Va. SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR RWC CHKD. SCALE TPR 1 "=30, SHEET 7 OF 7 FILE NO. 10861-10 GENERAL NOTES 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASE UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES THAT OCCUR BY HIS FAILURE TO LOCATE OR PRESEOVE THESE UTILITIES IF DURING CONSTRUCTION THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE OWNER, WHO SHALL PROMPTLY CORRECT SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTION AFTER HIS DISCOVERY OF SUCH INCONSISTENCIES, DISCREPANCIES, OR AMBIGUITIES, SHALL BE DONE AT THE CONTRACTOR'S RISK. 3. ALL CONSTRUCTION SHALL CONFORM TO THE FREDERICK COUNTY WATER AND SEWERAGE STANDARD DETAILS AND SPECIFICATIONS AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 4. ALL FINISHED GRADING, SEEDING, SODDING, OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BACK OF CURBS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS BEFORE ANY CONSTRUCTION BEGINS. CONTRACTOR SHALL NOTIFY MISS UTILITY (800) 552-7001 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRICAL, GAS, TELEPHONE, AND CATV SERVICES. 6. DISPOSE OF TREES, STUMPS, AND OTHER DEBRIS OFF SITE. 7. CONSTRUCTION OF SANITARY SEWER AND WATER SERVICES SHALL CONFORM TO ALL REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF HEALTH AND VIRGINIA WATERWORKS REGULATIONS. 8. COMPACTION OF PUBLIC UTILITY TRENCHES SHALL BE TO A MINIMUM OF 95% OF STANDARD PROCTOR DENSITY, ASTM D698 FOR SUITABLE MATERIAL. 9. ALL MATERIALS USED FOR FILL SHALL BE FREE OF UNSUITABLE MATERIALS SUCH AS WOOD, ROOTS, ROCKS OR BOULDERS OF UNACCEPTABLE SIZE, OR ANY OTHER NONCOMPACTING SOIL MATERIAL. 10. A PERMIT MUST BE SECURED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION BEFORE ANY WORK IS PERFORMED IN STATE RIGHT-OF- WAY. 11. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR OTHER EQUIPMENT OF MUD PRIOR TO TRAVELING ON A PUBLIC RIGHT OF WAY. IT IS THE CONTRACTORS RESPONSIBILITY TO CLEAN STREETS AND TO ALLAY DUST AND TAKE WHATEVER MEASURES NECESSARY TO ENSURE THAT THE ROAD IS MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES. 12. WATER LINES SHALL BE PLACED A MINIMUM OF 10' HORIZONTALLY FROM SANITARY SEWER. 13. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND 303, USE GROUP A (ASSEMBLY) OF THE BOCA NATIONAL BUILDING CODE / 1996. OTHER CODE THAT APPLIES ARE CABA A 117.1-92 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 14. VA. LICENSED ARCHITECT / ENGINEER SEAL REQUIRED ON BUILDING PLANS SUBMITTED FOR PERMIT APPLICATION. EROSIONCONTROL 1. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THIS PERMIT CAN BE OBTAINED FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT 2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGESS. 4. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE -LAYING IN THE AFFECTED AREA. 5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. FIRE & RESCUE 1. BURNING OF LAND CLEARING DEBRIS REQUIRES A PERMIT FROM THE FIRE MARSHAL. BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED. 4 2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. TEMPORARY STREET SIGNS MUST BE POSTED AS CONSTRUCTION BEGINS. CONTRACTOR MUST ENSURE THAT PARKED VEHICLES DO NOT IMPEDE ACCESS TO FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME. SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA FREDERICK COUNTY SANITATION AUTHORITY 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THE SANITATION AUTHORITY AS NECESSARY. 2. EXACT LOCATIONS FOR SEWER AND WATER SERVICES TO BE DIRECTED BY THE FREDERICK COUNTY SANITATION AUTHORITY INSPECTOR IN THE FIELD. CONTRACTOR TO PROVIDE ASSISTANCE AS THE INSPECTOR MAY REQUIRE IN THIS EFFORT. 3. TEMPORARY TERMINATION OF SEWER LINE SHALL BE PLUGGED WITH A WATERTIGHT PLUG. THE ENDS OF THE LATERALS SHALL BE MARKED WITH A TREATED 2x4 POST EXTENDING FROM THE PLUG EIGHTEEN (18) INCHES ABOVE THE GROUND. THE TOP SIX INCHES OF THE POST SHALL BE PAINTED GREEN. SEWER LATERAL ELEVATIONS TO BE COMPATIBLE WITH GRAVITY SERVICE TO PROPOSED BUILDINGS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 4. THE FCSA IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET THEY WILL REQUIRE 1) THE FRAME AND COVER BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR, 2) THE FRAME AND COVER BE SET AT THE GRADE OF THE LOT, 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES, AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO GET THE METER BOX INSTALLED CORRECTLY. 5. THE FREDERICK COUNTY SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITYS ASSISTANT ENGINEER. 6. THE FREDERICK COUNTY SANITATION AUTHORITY SHALL TAP ALL EXISTING WATERLINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY THE COST OF THIS WORK 7. FREDERICK COUNTY SANITATION AUTHORITY APPROVAL OF THIS SITE PLAN EXPIRES TWO (2) YEARS FROM DATE OF APPROVAL. VDOT GENERAL NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIIONS 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 & HEALTH ADMINISTRATION AND VSH RULES & REGULATIONS. 3. 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 VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. 5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. 7. 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. 8. 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 & SEDIMENT CONTROL HANDBOOK, SEC. 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. 9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE EN!D OF CONSTRUCTION. 10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT OF WAY ARE TO HAVE MINIMUM 36" COVER AND, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES. 11. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THE VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. 12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE INSPECTED AND APPROVED BY VDOT INSPECTOR PRI09 TO PLACEMENT OF FILL. © COPYRIGHT 2000. REPRODUCTION OR USE OF THIS DOCUMENT IN WHOLE OR IN PART IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM PATTON HARRIS RUST & ASSOCIATES, PC. 13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 98% 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 SPECIFICATIONS. A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR TO FINAL VDOT APPROVAL. 14. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT OF WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S RESPONSIBILITY. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE. 15. COPIES OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT OF WAY MUST BE PROVIDED TO THE VDOT INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. 16. 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. ZONING TABLE & NOTES LOT ADDRESS 170 FRONT ROYAL PIKE DEED BOOK/PAGE 825/705 (PENDING BOUNDARY ADJUSTMENT) TAX MAP PARCEL 64 (A) 2 EXISTING ZONING B-2 PROPOSED USE RESTAURANT SETBACKS: FRONT (PRIMARY STREET) FRONT (MINOR STREET) SIDE: REAR: PARKING: SIGNAGE: BUILDING AREA: HEIGHT: MAX.: PARKING: REGULAR (1.0/100 SF) HANDICAPPED LOADING TOTAL PARKING 50' 35' 5' 10' 4,100 S.F. 27'-10" 35' REQUIRED PROVIDED 41 58 3 3 0 0 61 LOT ACREAGE 0.96 ACRES FAR = 4100 SF/41,818 SF = 0.10 PARKING LOT PERIMETER 760' INTERIOR PARKING LOT AREA 29,160 S.F. AirE''-'CV D INTERIOR LANDSCAPED AREA 2,650 (9%) ��►�t,., - -M: )ATE__ a� - o* * ALL NEW UTILITIES TO BE PLACED UNDERGROUND. S',IV p/all 66 * NO OUTDOOR STORAGE AREAS ARE PROPOSED UNDER THIS SITE PLAN. * NO SPECIAL ENVIRONMENTAL FEATURES EXIST ON THIS SITE. LEGEND EXISTING PROPOSED CONTOURS --640 - - -- -�45 I SPOT ELEVATIONS 31e PROPERTY LINE - - -- -- EASEMENT ----------=r= STORM DRAIN . x 'q EX. F.H. tir PROP. 6" W/M WATER SERVICE EX. 8" C.O. PROP, 4" SAN SANITARY SERVICE • CURB &GUTTER CG-6 _ CG-6R ASPHALT PAVEMENT CONCRETE SIDEWALK Shenandoah Armory University 'qbr CrP QtS Pk 1 i P� -- 1 VICINITY MAP SCALE, 1'=2000' RECEIVED AUK -�. 2000 DEPT, OF PLANNI"�GI�EVELOPMENT SHEET INDEX SHEET TITLE NO. 1 COVER SHEET 2 DEMOLITION PLAN / EROSION & SEDIMENT CONTROL PLAN 3 LANDSCAPE PLAN / SITE PLAN 4 LIGHTING PLAN 5 SITE SECTIONS / STORM TABLES 6 EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS 7 DETAILS CONTRACT OWNER/DEVELOPER TITANS, INC. 1323 JAMESTOWN RD SUITE 201 WILLIAMSBURG, VIRGINIA 23185 (757) 565-3521 NIKO FLORAKIS APPROVED BY THE ZONING ADMINISTRATOR 8 Z3 DATE PLAN VALID FOR 5 YFAR %JH 0p, mow n R iBGP. y No. 33800 A A\ .y 4wGmr WM MaMfbY b IONAIL Offices: Fairfax,Va. Bridgewater,Va. Leesburg,Va. Virginia BeacliNa. Chantilly,Va. Patton Harris RustFscaSsociates,pc Winchester,Va. F.ngineers,Su. y-,Planners,Landscape Architects 116 N. Main Street Bridgewater, Virginia 22812 540 826 -2616 JUNE, 2000 REVISED AUGUST 3, 2000 10861-10 COVER SHEET > SHEET 1 OF 7 0 DEMOLITION NOTES 1. THIS DRAWING IS A GENERAL REPRESENTATION OF EQUIPMENT &CONDITIONS AT THE EXISTING BRICK DWELLING AND DOES NOT INDICATE ALL CONDUIT, ELECTRICAL WIRING OR MISCELLANEOUS PIPING THAT MAY BE ENCOUNTERED DURING DEMOLITION. 2. ALL STRUCTURES SHOWN ON THIS DRA WING SHALL BE ABANDONED, DEMOLISHED AND REMOVED BY CONTRACTOR. 3. EXACT LOCATION OF UNDERGROUND PIPING SHALL BE DETERMINED BY CONTRACTOR. 4. REMOVE AND PROPERLY DISPOSE OF HOME HEATING FUEL AND TANK IN ACCORDANCE WITH STATE REGULATIONS. 5. PREVENT THE SPREAD OF DUST AND DEBRIS AND AVOID THE CREATION OF A NUISANCE OR HAZARD IN THE SURROUNDING AREA. 6. WHERE REMOVAL OF EXISTING UTILITIES IS SPECIFIED OR INDICATED, PROVIDE APPROVED BARRICADES, OR TEMPORARY COVERING AND TEMPORARY SERVICES. 7. ALL DEMOLITION SPOIL IS TO BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH STATE REGULATIONS. 8. TERMINATE EXISTING UTILITIES IN A MANNER CONFORMING TO THE NATIONALLY RECOGNIZED CODE COVERING THE SPECIFIC UTILITY AND APPROVED BY THE CONTRACTING OFFICER. REMOVE METERS AND RELATED EQUIPMENT AND DELIVER TO A LOCATION AS DETERMINED BY TkIE CONTRACTING OFFICER. 9. MAKE PROVISIONS FOR WORKER SAFETY DURING DEMOLITION. SEQUENCE THE WORK TO MINIMIZE HAZARDS TO WORKERS, 10. FILL AND COMPACT HOLES, BASEMENTS, AND OTHER HAZARDOUS OPENINGS IN 6 INCH LIFTS AND COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS, COMPACTION REPORTS AND A CERTIFICATION LETTER FROM A PROFESSIONAL ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND INSPECTIONS DEPARTMENT AT THE TIME OF APPLICATION FOR THE BUILDING PERMIT. THE CERTIFICATION LETTER SHALL INDICATE THAT THE COMPACTED FILL WAS PLACED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE IN REGARDS TO FOOTINGS AND FLOOR SLABS. 11. PRIOR TO DEMOLISHING EXISTING STRUCTURE, A DEMOLITION PERMIT SHALL BE OBTAINED FROM THE FREDERICK INSPECTIONS DEPARTMENT. AT THE TIME OF APPLICATION FOR THE DEMOLITION PERMIT, AN ASBESTOS REPORT FOR THE STRUCTURE SHALL ALSO BE FILED. IT EX 20'WATER ANC) EWER EASEMFfgT r ,--4 —4" PLA U.G.— D.B:4,,?2, -PG 658 SAN-------,EX. SAN------:_�._�---�------------- ------ r'7 ", ,----------� 1 1 00, �o �I REMOVE = - ---- ---- --- CLOTHESUN -- -- -- -- - - - - -� - - — EX. WATER SERVICE - REMOVE TO BE REMOVED I CONC. PAD AND PLUGGED AT MAIN j I, REMOVE 1 STORY BRICK I ADDITION ON SLAB ! I HEIGHT = -IkO, REMOVE 550 [ALLON - - CONC. HOME HEATINS, PAD UNDERGROUN FUEL TANK I, I 1 _ I , -" BRICK ' PAD i 1 r EXISTING UTILITY POLE 7 0 BE \ h � REMO D I REMOVE 1000 GALLON , � � HOME HEA7ING to I UNDERGROUND FUEL TANK 71 co NI - -- - o _._ EMOVE 2 STORY BRICK DWELUNG W/ BASEMENT, FF = 733.62 HEIGHT = 20.7' Q 1 a I I e d I I�J EMOVE OHE I J — — — — - — --- 535,58 44'14'48 W FONCRETE JI�0 CN RETE MO��ML� U G _ MONUMENT UG ��-' Si LE i. REFER TO SHEN. GAS DWG. B-1043 P OLE �� .l {� 7'7 AND B-913 FOR GAS APPURTENENCES / 24 STELE. � •' ! i� ��. DEMOLITION PLAN 1 No. REVISIONS DATE CHKD 1 REVISED PER REVIEW COMMENTS 08.03.00 TPR PROFESSIONAL SEAL �PUCH Op LIMAS P. WGEL a No. 3W � 83� SIONAL 'a�) 1 1 EROSION AND SEDIMENT CONTROL LEGEND TEMPORARY STONE �- C E 3.14 TEMPORARY 3 02 CONSTRUCTION SEDIMENT BASIN J _ ENTRANCE 3 05 SILT FENCE - - ' 3.18 OUTLET PROTECTION Cop) STORM DRAIN 3 ;0 3 0" INLET PROTECTION � TEMPORARY - � - -- -—� `? Oy DIVERSION DIKE D D I� ------ ----- 3.13 1 TEMPORARI SEDIMENT TRAP ROCK CHECK DAM LIMITS OF CLEARING LCG r v V-, . I DRAINAGE DIVIDES 0 a f60' RL�W L � i \ ' ' ��_ � DOMINION AVENUE I `� aI25 M l-------- - G ��� DISK MARKER �' 4" PLA U.G-- ---------\ - �� --,r ------------= E SRN= -------EX. SA -- `1- ----- -- - - - I ------- \ jjjj I/ G A ,TOP=72�.99 FUTURE DEVELOPMENT INV. OUT- _ ,c 18' S SF DA = 0.302 AC 718..a 2 I C = 0.90 `, C INLET 2 Q10 3.3 CFS BOTTOM DIMEN IONS � XDA 0.488 AC C 0.90 O TLETWIDTH I I 3' I I CV 1 fI = i - --W 3 � � I I ELEC. SERVI F ° I INLET 3 1 DISTURBED AREA I I DA = 0. 91 AC � � C 0.90 = 1.07 AC = ,r 001 z I i, 1 _ Q. INLET 5 .. _ - .181 .181 DISTURBED AREA'? T 4 • • •• UG MARKER / I REFER TO SHEN. G kS D. • 1 i I i 1 Cy CN I QI 0 1 ' (p I W�a a I �(y :x o 0 ul LO N J (0 1r) � W I J d _a_ I I - I 5J. J AND B-913 FOR GAS APPURTENENCES 4' GRAPHIC SCALE 20 0 1020 so EROSION & SEDIMENT CONTROL PLAN PROJECT INTERNATIONAL HOUSE OF PANCAKES SHAWNEE MAGI3TEPoAL DISTRICT FREDERICK COUNT`! VIRQM (INS') 1 inch - 20 ft_ riTi.e DEMOLITION PLAN EROSION + SEDIMENT CONTROL PLAN 116 N Main Street Bridgewater. Virginia 22812 540-828-2616 Offices: Fairfax,Va. Bridgewater,Va. Leesburg,Va. Virginia Beach,Va. Chantilly,Va. Winchester, Va. SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR R WC CHKD SCALE TPR 1"=20' SHEET 2 OF 7 FILE NO 10861-10 CREATE A SAUCER - SHAPE WITH MULCH TO HOLD WATER 2" LAYER OF MULCH TAMP SOIL TO PREVENT SETTLEMENT =-T�.-:fix. • �� I 3' AT TIME OF PLANTING EXISTING SOIL---`-- - - REMOVE TOP 1/3 OF - -:,! SECURE GUYS WITH -- --- BURLAP AND WIRE E= TUBING TO TREE FROM ROOT BALL HOLE WIDTH TO BE _ 3 TIMES --*----ROOT WIDTH OF BALL -TI DRIVE STAKES AT -- \ AN ANGLE AND � DRAW TO VERTICAL \ SHRUB PLANTING DETAIL CREATE A SAUCER -- - NOT TO SCALE SHAPE WITH MULCH \ TO HOLD WATER LANDSCAPE TABULATION 2" LAYER OF MULCH ram, CATEGORY REQUIRED PROVIDED - SHADE TREES EXISTING Sol-7 INTERIOR 6 (1/10 PARKING) 6 PERIMETER 19 (1/40 LF) 19 REMOVE TOP 1/3 0 = - T .' : •'. ,` - __ BURLAP AND WIRE INTERIOR LANDSCAPING 5% (1,500 S.F.) 9% (2,600 S.F.) FROM ROOT BALL - - 1 T __ --- PERIMETER 3' EVERGREEN HEDGE TAMP SOIL TO - HOLE WIDTH TO BE 2 TIMES PREVENT SETTLEMENT ,.� _ _ WIDTH OF ROOT TREE PLANTING DETAIL I- ANDSCAPE LEGEND NOT TO SCALE SYM. COMMON NAME SCIENTIFIC NAME SIZE QTY. REMARKS BB DWARF BURNING BUSH EUONYMUS ALATUS 'COMPACTUS' 18" - 24" HGT. 8 CPB CRIMSON PYGMY BARBERRY BERBERIS THUNBERGII VAR. ATROPURPUREA 'CRIMSON PYGMY 2 GAL. 18 CY CAPITATA YEW TAXUS CUSPIDATA "CAPITATA" 3' HGT 113 DMP DWARF MUGO PINE PINUS MUGO VAR. PUMILIO 3 GAL. 10 ER EASTERN REDBUD CERCIS CANADENSIS 'ALBA' 1 1 /2" CAL. 19 WHITE FLOWERING JM JAPANESE MAPLE ACER PALMATUM 'CRIMSON QUEEN' 3' HGT 2 MG MAIDEN GRASS MISCANTHUS SINENSIS 'GRACILLIMUS' 3 GAL. 3 RM RED MAPLE ACER RUBRUM 'RED SUNSET' 2" - 2 1/2" CAL. 6 VL VARIEGATED LIRIOPE LIRIOPE MUSCARI VARIEGATA' 4" CONTAINER 56 * NOTE: ALL PLANTING SIZES REFER IU IHE HEIGH I Al IHL IIML OF FLAN IINU. 24' 17 \_1_/ I `- v M CY------- FLM, ' 38" �o,� /ER\ CIA 'C14i m ER ••••• �'' j•� SriARM- No REVISIONS DATE CHKD. 1 REVISED PER REVIEW COMMENTS 08. 3.00 TPR 1 S44'14'48AW CY 45 Q U M 91.41 PROFESSIONAI. SEAL.: �QtiTH OF �' THOM r P (EL P.FJE>' U Nm 33800 IOMAL u CRACKER BARREL I OLD COUNTRY STORE I INTERSTATE PROPERTIES 64-A-1E I 64--A-1D STM GRATE TOP=722.3E D.B. 791, PG. 1753 D.B. 556, PG. 706 INV. IN= 714.46 18" ZONED : B2 ZONED : B2 INV. IN= 714.5E 24�" BUSINESS GENERAL DISTRICT - - BUSINESS GENERAL DISTRIc�,T i INV. OUT = 71 4. 36 21, I -- ---- - --. - - � RFN T ll�� R I EX 20' STORM / \ X 24 EX. 24" RCP DRAINAGE EASEMENT _____ /___ J-��' ---------- ------------ - -. EX. 24" HDPE (g 2.0� ;= �'4' R�PI� - -�!------- -- ----- -_ _�_-----\---- -- --__----E~ "-=---- ---- -- ---� --=----- --- _- - -_ _ RCP -----_------ cn.�--- f _ - ---- �_-_ ---------------- _ i - �- _. _._ - -----� 4 PLA U.G.- - I- -- - - 2` - - -- -- I - --- __ -- - �� �A�'�r' a EX. FH #410 \ I _ l r 50 STATIC _ \ 1 DOMI ION AVENUE R I - 38 RESIDUAL r ' - - - -` B I � ( F� I - 1040 GPM I - - SADDLE TAP `' I <i - \\� --- � , • l ^� , E J --�- _._� I J rn �`' �_, 50 PS� (25 MO, i � I <" vv I -- - _ - -- - - ---- CB 63 - - - AI -- - / GBtS MAIN I 1 A N � -.0 - '� _ tE i4�- l i 20 WATER ANQ ' �\ ISK±12x12x6 TAPPIN,ra2�-�A WER EASEI•dEtaT ` 1 1\\ - i -- -4" PLA U.G. f \ IVIARKER \, SLEEK &SALMETEF� (DCW) � / - , ` D.B`��2�P� 658 = HI`�--r---- �-'--.-�- __,---4PLA - --_-- EX SAN- ----- � �. --� --------- E'�( SAN .� N46'11 3 - T0� - - ! _ _150.0GTTc -ffCPv 4.92 6 / -- '�/ �A1`F ��T 11\1V. OUT_/ � � MODIFIEr `L/TOP=722.99 i E DETI / 14 ;)cIII\ 8" \ INV. OUT= -1'8.29 18" I� 1 SPACES '1`I'�' �j 39 ATCH EX. Don I DRAINAGE / / \ 29>� 3 I ff�� � \-_- EASEMENT / / PROPOSED ( (' PA NT ! J BOUNDARY I I/� / GREASE IN R PTOR SECTION - I 41,966 S.F. I I / INV. IN =72 .t4 �f �_ - I 35 FRONT SETBAC,r'C _ / INV. OUT 25.89�{ `SETBACK '31 h \ j +� � m _ _ 7- I---- - - --- -- -PROPOSED - -/ ---- - OUT t 2 -__ t - i � Ml �EIE_ � _ _ �\\ - ---_ I 7-� _ W � � w I (MINOR STREET " - _ 26� I ( j a 4` U I I I t5 U n� I 6 - _ W/1GI T I :. -•-�- I 1 Q � � I � . ; � ,-,,� LL1 _ a m 150.0' L.F �; �,• I j;Q D ao I �` T Q t� 0 I I a Y = ( 36 RCP + �, ; . .:'� I 6 .2 ci `� X I LLJ U 00.5%1 :..:-:;1 \ 16 P CES Z \ � W ry Z w cn 26,274 S.F -� �' ► : RAM U ` I w w v� / DUMPSTER \ 1 z z - r Is � o /- Z W / E- i I U N I ENCLOSURE + '• 2+684 I - ? �' _�_. r o �� �- O / Z I \ SEE DETAIL... - -_ _ M , N _ ! 30� v� t- uj / j 1 SHEET 7 r ' Z Q U / III ! I Q \ g1.•.. , w (j a \ 1 3/4" YARD ,_- -- E 3 _ __ j - _ _ LY. O Z / I- Z I I �_ 1 I-- HYDRANT r \ 31 i �'� - - u \ ^ I 3 4 / 5' 3^ 31 \ , 2 U� Lz -I ` (n 4 (/) , 6 x7 CONC. PAD 5 MIN. C. SER -- / DOUBLE DETECTOR \- \ I \ �� t.� rn - �-UJI i Cr�- ELECTRIC -- CHECK VALVE -a I F- O �L� z j x �\ II \�' TRANSFORMER A / IN MECHANICAL 24 - 6-�R �` \ zIm Lij � Q / 7 - I � o ^�� I � y c� I - - / I , ROOM - - - t � � ��r�,� Qom/ �� i OO��QIQ O1� _0M� � •--- �'� \ GASMETERC1��� V �' _Q ct I I _ 1950 FH -- �� I 575 VPD --\ Z U N w ! F- Q�; w 1 Q w\ ( o �� +ram. R00F LEADER . try LL; i Q O O d °O L�Yw I Q Li1 �� ow z 1 w I w Z\ UNDERGROUND °' Q X " I Z w I i w a o - (A <[ .� LtJ "' -� INGRESS/ r� Z �Ii I F- �+ z ��� Q �+ Z U 1 PIPE STORAGE ] .- a --- \ (� d0 L� EGRESS U� NUrF- I �mN� I 1 F-cia�N� 1 ! I ! QX/1. �9 rn NI `ac W �; _r ,. vn z v� 1 I i (L o� Q BUILDING I � �1 t _ EASEMENT I C i n r� yy _ I j 3: FFE = 731.00 Q_ ,y O \� Z I z W L-'-I -1 w i' MAIN ATER r it / I -----_ W ,4,100 S.F. 3/4" YARf? __ �� -� 30� Z > �� EW- z Z a / ,\ 27 -10 HEIGHT HYDRAN`f 1 � `t 36a Q �'sr (n I z EASEMENT �' m �� + `v ` 132 SEATSrn g z, Z 10' STORM Q -� - L° I m DRAINAGE r O Q ; I EASEMENT 5, }I.C. SIG 0 W 5 DIA. MH �� --Z\ y _ j _ I ' I�; C) zl I I 1 W/DI-3A TOP I \ \\ -- -- - . 0 ,Q _ ' ` / Q W 50' FRONT SETBACK i 1 1 r' cn /i z -- -- - . --- -- --- --- -- --- - --- --- - - -u w I � I _ .. R T---- � �' _..._. u o ��a a W W -\ (MAJOR ARTERY) I 3 ' ' __ t �0: � J3 in <, 04 910 N 38.5' L.F I c' ( 2 A { --LIGHT c�ir j �°"°,n �i OX y 304 I \ ! 12" RCP \ - g SEE DETAI 1 01.0% I - - SHEET , d o r*-------- I � I � \ \ N {'P 12INGRESS/ 1_HC SP "RCP 88EGRESS l' ._ a jj 2012.5' O 1.00 I I I I/ EASEMENT _ T f / I 10' SIGN SETBA K �I I } { \ / ,�/•r- _ 1 � 2- 45 I �, G'r , I/ I I - 5 PARKING SE�ACK 1 --- - -- 1 - BENDS + I . - 5 I / 30 535•58�,� _DI-3A I - _ t S44'14' �W' 91.41 10' MIN. , 1 / 194.24' S46'11'38" \ \ ----� "�- SIGN 1 / 4 \ � SEE DETAIL - 4' PLA U.G. FIRE LANE 1 U �/ / // \ DI-3B I �- \ - NO PARKING i SHEET 4 \\ ' FIRE LANE i _y- --�'" SIGN C I NO PARKING V + � SIGN (8) 1 MARKER \ / 3' HIGH\ REFER TO SHEN. GAS DWG. B-1043 - -- - ( ) Q \ AND B-913 FOR GAS APPURTENENCES / trt BOLLARDS 2 �`� 1 � V r _ -- PROPOSED • - 1 FIRE HYDRANT - - - - - - - - - - -- - -- - -- - - _ _ __ __-------_ --_AND VALVE -- �-- - - - -----728--- + - ----------- -- - -- - - - -- - -- - -- - - C=4-- i Y S.R. 522 (FRONT ROYAL PIKE) ER LA ' DSCAPING PLAN PROJECT: SANITARY LATERAL ELEVATIONS A 727.00 EXIT BUILDING B 726.88 CLEANOU T C 726.14 CLEANOUT D 725.89 CLEANOUT E 727.00 EXIT BUILDING F 725.20 WYE, VERTICAL BEND G 720.18 CLEANOUT, VERTICAL BEND H 719.83 CONNECTION TO MAIN INTERNATIONAL mm OF PANCAKES TITLE R/W VARIES F & M BANK - WINCHESTER GRAPHIC SCALE 35 MPH DELCO DEVELOPMENT C, A A D 20 10 20 40 so \ COMPANY OF WINCHESTER D.B. 414, PG. 171 ZONED : B2 BUSINESS GENERAL DISTRICT CURRENT USE: FINANCIAL INSTITUTION SITE PLAN LANDSCAPING (»"r1') 1 inch = 20 it. SITE PLAN , Q, H .:� AA , A Y a 5q� I'=>4-A -4A D P 3`a,'), PG. 3 ZONED : B2 BUSINESS GENERAL DISTRICT CURRENT USE: C(,MMERCI.AL Patton Harris Rust&Associates,pc Engineers.Surveyors,Pianners.Landscape Archittects AlAk 116 N Main Street Bridgewater. Virginia 22812 540-828-2616 Offices: Fairfox,Va. Bndgewater,Va. Leesburg,Va. Virginia Beach,Va. I:hantilly,Va. Winchester, Va. SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR RWC C HKD SCALE TPR 1 "= 20' SHEET 3 OF 7 FILE NO. 10861-10 4 No. REVISIONS DATE CfiKD 1 REVISED PER REVIEW COMMENTS 08.03.00 TPR PROFESSIONAL SEAL THOMAS P. WGEL y k 33800 � 8-3--00 � 1 cs'���ONAL �" PROJECT INTERNATIONAL HOUSE OF PANCAKES '1,' 1 Ar. 2 FIXTURES AT RUUD CAT NO. 90 DEGREES AC2g2S-M-2gOV-P-5BL WITH 250 WATT METAL HALIDE LAMPS AND PHOTOCELL I 20r-O' SQUARE —''-'.YI`- STRAIGHT BOLT COVERS STEEL POLE POLE FURNISHED WITH POLE. PAINT EXPOSED PORTION OF BOLTS WITH BOLTS WITH RUST 90• INHIBITOR PLAN VIEW BOND TO ANCHOR BOLT S POLE PROVIDED BY HANDHOLE MANUFACTURER cL COPPER 3/4' CHAMFER FINISHED GRADE It 1t --� I� tr• _ 1 45 RE -BARS CONDUIT I I — = BURY 21, LK II II BELOW GRADE Q3 TIE BARS AT =y1 12" O.0 —' 2'-O" DIAMETER BY LONG CO CRETE BASE. ExP05EO' PORTION TO HAVE RUBBED FINISH UN0I5TURBED EARTH MIN. 3/8" X DRIVEN GROUND ROD POLE LIGHT DETAIL - P2 NO SCALE * NOTE: ALL OUTDOOR LIGHTING SHALL BE DIRECTED SO THAT LIGHT IS NOT CAST ONTO ADJOINING PROPERTIES. TITLE: LIGHTING PLAN S FACE'VIEW •lHof)Vx- • i 4 Nj- Sprayw c corar cue..: . ' Blua: *U84377 MAPS 6.6 Red: SLB-8376 ClmuW 1.2ft Drop Shadow: #1.8-7294 47.25 Sq. Fl. WAMe: L-801-W 8croon0d l LIGHTING PLAN Pi -IR&A Patton Harris Rust&Associates,pc Engineers, Surveyors, Planners,Landscape Architects AS W 116 N Main Street Bridgewater, Virginia 22812 540 - 828 2618 Offices: Fairfax, Va. Bndgewater,Va. Leesburg,Va. Virginia Beach,Va. Chantilly,Va. Winchester, Va. SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR R WC CHKD SCALE TPR 1 "=20' SHEET 4 OF % FILE NO 10861-10 EVERGREEN HEDGE(TYP.) PROPOSED 6" DIP WATER LINE 3. 5' MIN. D€P T+4 PROPOSED 36" RCP STORM DRAIN INV. ® 719.76 8" SELECT BASE-j MATERIAL V.D.O.T. TYPE I NO. 21 A AGGREGATE(TYP.) 2" SM-2A BITUMINOUS CONC. SURFACE(TYP.) 12+00 STORM WATER INLET COMPUTATIONS 6.25' �~ S/W r- CG-6R CG-11 ENTRANCE 740 TRAVELODGE DRIVE 730 I I I EX. 12" WATER MAI u u EXISTING DWELLING EX. 4' GAS LINE BASEMENT(SEE NOTE ON DEPTH UNKNOWN THIS SHEET FOR FILL REQUIREMENTS) DATUM ELEV. I 720 I 11 +00 10+00 SI TE SECTION - NO SE LIFTSANDDCOMPACTED RTO ATAL LLEAST 95% OULD BE PLTHE MAXIMUM ACED IN I DRIY DENSITY AS THICK O' u DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST (ASTM D698). SOIL - f 1 MOISTURE DURING PLACEMENT SHOULD BE MAINTAINED WITHIN TWO PERCENTAGE POINTS ' \ OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TESTS. THE FILL MATERIAL SHOULD BE PLACED IN HORIZONTAL LIFTS AND ADEQUATELY KEYED INTO STRIPPED AND SCARIFIED SUB -GRADE SOILS. IN CONFINED AREAS SUCH AS UTILITY TRENCHES, PORTABLE COMPACTION EQUIPMENT AND THIN LIFTS OF SIX INCHES MAY BY REQUIRED TO ACHIEVE THE SPECIFIED DEGREES OF COMPACTION. FILL PLACED WITHIN TEN FEET OF BUILDING STRUCTURES SHOULD ALSO BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY. COMPACTION REPORTS AND A CERTIFICATION LETTER SHALL BE SUBMITTED TO THE BUILDING INSPECTIONS DEPARTMENT AT THE TIME OF APPLICATION FOR THE BUILDING PERMIT. THE CERTIFICATION LETTER SHALL INDICATE THAT THE COMPACTED FILL WAS PLACED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE IN REGARDS TO FOOTINGS AND SLABS. Q� Cr8 �/N \ 3 o Ln V) � lam. CD W W 03 w \ it �- � z v) c� U z - C Y CrQ Q �' V) t� `' U- V) �.�_ F- cn cn li c cn_ a �, L $_C, a REMARKS f - VI 4 DI-38. 6 - _ 0.161 0.9 0.14 0.145 . __ 6.8 0.99 . 0.00 0.99 0.01 0.0208 3.5 __ _ . --- 200-_-D-SZ_`13.083 - .4-0 .- _ _ , a9Z _ 3.5 __ ._ci _ci> , _�146 �.1fi2___5.3_ 6.1 1.125 a13 0 46 - _ . 0.283 �.00 . 1.8 5 DI-3A 2.5 - 0.118 . 0.9 0.11 0.106 ..6.8 _ 0.72 ; 0.00 _ _. -.Q.12 _ 0.01-_.. 0.0206 _. _3,5 _ -200 _._0.5Z 083 4.0 : D.97___- i5 _.:0_L4fi�.lfi2__ 2.5_ _ r_ 61..... 1-?� a13 : a46 -b.99 0.72 0.2�3 r O bO ? 1.94 3 - 2.,$ - O.Q91 : 0,9_...44$__0�Q82.. :.Q.56 Q�40 __. 0�$6 Q,Q20� . 2:44Y_0.57_ Il.083._4.0 _.0.97_ _3.5 2_5--�.��1__,_1430�a15 : :-.--b56 r0.260.00-- 2 ,DI-3A. DI-38 3 - 0.488 - 0,9 0.44 .0.439, _6.$ . 6.8 . 299 . 0 , _ _ .-.Q,Ql_. 2.99 _ -0.01 _,$ -0.0208 . 4.0 ._ 200 ;-_D.50_ 083 k0 - __D-94 ­3.5 _i.14fi1L1B2--_ A146-10158_ . 3-0 - - - 61 , L042 _0-15 _ ._a41i 0.46 0.00 .3 - - -- STORM SEWER DESIGN COMPUTATIONS DRAIN. - RUNOFF CA INLET RAIN _ RUNOFF MANNING LENGTH - INVERT SLOPE DIA CAPACITY - -- DESIGN DESIGN -- --- - FROM TO AREA COEFF. TIME FALL _ -_ Q n ELEVATIONS _-_ _ - --- -- DEPTH FLOW _ . POINT POINT -(AC) C INCR _-; ACCUM_ _IIMN. _ INjHR CFS _ FT .UPPER _ :LOWER IN CF'S F-- 4 3 0.11 0.90 0.10 0.10 5.0 6.80 0.67 0.013 38.59 722.44 722.05 0.0100 12 3.57_ 0.29 _ 0.67 5 3 , 0.16 0.90 0.14 0.14 5.0 6.80 0.98 0.013 204.41 724.09 722.05 0.0100 12_ 3.57 0.36 0.98 3 2 0.09 - 0.90. 1 0.08 0.32 5.0 6.80 2.20 0.013 150.02 720.05 , 719.30 0,0050_ 36 _ - 47.29 0.44 2-20 - - - 2 y EXl0.013 ._ 0.49 - 0.90 0.44 - - _0,77 - --- 5.0- - ,- 6.80 5.20- - 0 013 81.06 _ 719.20 --- 718 39 y_0.0100 _ ' _ _ 18 - 10.53 f - 0.74 - - -- 5 20 STORM SEWER HYDRAULIC GRADE LINE COMPUTATIONS INLET OUTLET Do In O Qo L.o f/ JUNCTIONLOSS Vi 20N FINAL INLET 'RIM STATION W.S.E. (ft ft.� Hf Vo Ho V QIVi Hi Angle K tHdelto I Ht 1 3Ht r 0 5Ht H W.S.E. i ELEV. 1 2 -- - 3 - 4-- - 4-- 5 - 6 - t--- 7 - 8-- _Qi 9- 9) 10.00 10.00 _ 10.00 14 (13) (� -_ 15 16 17 18 I 20 (21) 4 72216 12 0.67 ' � 1_ - A591 0.0004- �_ -- 0.01 -(0. - - ; ---�-� 3.49 _} i � r ? -! -. --- 001 � i 0.00� --9= 0.00 0 - O -- -0 0.00 � -0.05 ' - � t -0.06 4- _--19 -- - -0.08 � _72273 t t 728.50_ --- 5 722.16 12 i-0.0204,41 0.98 0.0008_} 0.15 3.--0.05 ` _ } - 0.00' -3.88 0.00 0.00 0.00 0 0 0 006i 0.08, ! 0 23 0.2 724.45i 728.50 ' _ 3 _ 719.94_ , 36 - 220 150.02 0.0000 0.00 � _- 3.41 i 0. 8 3.79 0.23 0.08 85 ' 0.68 I 0.0 , -0.01 ; 0.02 --- - - 0.00 ------ 720.49727.7.6 --- - 2- 0.00 18 - 5.20 ! - 81.06 0.0024 t 0.20 :_ - 5 941 014 ! 2.20 ,, - 3.41� - -- 7.52 , - - 0.18 0.06 85 _ 0 68 0.12 j - 0 01 ' 0 01 ! -- 0.20 - ! -- 719.94 ;_ _72610 No REVISIONS DATE CHKD 1 REVISED PER REVIEW (.:(-)IVVENTS 08. 3.00 TPR PROFESSIONAL SEAL T-H�O,F C�'� �f✓�C;c. jr��G' p. �. REGEL a No. 33800 si(WAL PROJECT INTERNATIONAL HOUSE OF PANCAKES SHAWNEE MAQISTEPoAL DI3TPoCT FREDERICK COUNTY, VIRQNIA TITLE 740- w z_ J H- a_ 0 a_ CG-6R 6.75' 5.0' CG-6 CG-6 ~� S/W S/W 7.1 730 S.R. 522 - - _ LECT BASE RIAL V.D.O.T. ZGGREGATE(TYP.) I NO. 21 A I 4" S.S. t I I -5. 1 - " u u `-S.S. INV. ®BLDG. EX. 4 G7A,,7AM-2A BITUMINOUS ELEV: 727.00 ��• UNKNOWN DEPTH CONr,. SURFACE(TYP.) EXISTING DWELLING 1 BASEMENT(SEE NOTE ON' 45' BEND �24" STORMSEWER. THIS SHEET FOR FILL ELEV: 723.66 DATUM ELEV. INV. 0-7z .3 -- - ------ -- REQUIREMENTS- --- - - 720 12" STORM SEWER INV. ® 723.12 j 45' BEND-' ELEV: 720.18 SITE secnoNs STORM TABLES 11+00 12+00 SITE SECTION B-B' 1" = 20' H 1" = 5' V PUR&A Patton Harris Rust&Associates,pc Engineers. Surveyors, Planners,lemdscape Architects AAk 116 N !lain Street Bridgewater, Virginia 22612 640 -828 - 2618 Offices: Fairfax, Va. Bridgewater,Va. Leesburg,Va. Virginia Beach,Va. Chantill y,Va. Winchester, Va. w z J I- rl 0 X a- / HEDGE(TYP.) CLEAN -OUT EX. 12" WATER UNKNOWN DEPTH EX. 4" GAS '3 009' UNKNOWN DEPTH EX. 8" SAN. SEWE R. INV. ® 719.83 SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR R WC CHKD. SCALE TPR 1 "=20' SHEET 5 OF 7 FILE NO. 10861-10 992 305 1992 3 02 1992 EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THE INTENT OF THIS PLAN IS TO PREVENT ACCELERATED SOIL EROSION AND SEDIMENTATION AND TO PROTECT THE STREAMS OF THE COMMONWEALTH OF VIRGINIA. THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A RESTAURANT ON LAND ZONED B-2 IN FREDERICK COUNTY, VIRGINIA. THERE ARE APPROXIMATELY 1.07 ACRES OF LAND TO BE DISTURBED. EXISTING SITE CONDITIONS THE SITE CONSISTS OF FAIRLY FLAT TOPOGRAPY WITH GRADES VARYING BETWEEN 0-5 PERCENT. CURRENTLY, THE SITE HAS 1-2 STORY BRICK DWELLING WITH THE MAJORITY OF THE SITE IN A GRASS LAWN. CURRENTLY, WATER EXITS THE SITE THROUGH SHEET FLOW AND IS COLLECTED IN STORM SEWERS ON ADJACENT PROPERTIES. SURFACE RUNOFF IS MODERATE AND THE EROSION HAZARD IS MODERATE. ADJACENT PROPERTY THE SITE IS BORDERED ON THE NORTH BY TRAVEL LODGE LANE, WEST BY DOMINION AVENUE, EAST BY ROUTE 522 SOUTH, AND SOUTH BY VALLEY FARM CREDIT. CRITICAL EROSION AREAS THERE ARE NO CRITICAL EROSION AREAS ON THE SITE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION. 1. TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02 ACCESS TO THE SITE WILL BE FROM THE EXISTING PAVED PORTIONS OF HANCOCK AND FREMONT AND TEMPORARY HAUL ROADS. 2. SILT FENCE - 3.05 A TEMPORARY SILT FENCE SEDIMENT BARRIER SHALL BE CONSTRUCTED OF POSTS AND FILTER FABRIC TO INTERCEPT AND DETAIN SEDIMENT FROM SHEET AND RILL EROSION. SILT FENCE SHALL BE INSTALLED AS INDICATED ON PLANS PRIOR TO ANY UPSLOPE LAND DISTURBANCE TAKING PLACE. 3. STORM DRAIN INLET PROTECTION - 3.07 STORM DRAIN INLET PROTECTION SHALL BE INSTALLED AT ALL DROP INLETS AS SHOWN ON THE PLANS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS. INSTALL INLET PROTECTION AT EXISTING INLETS PRIOR TO ANY UPSLOPE LAND DISTURBANCE TAKING PLACE AND AT NEW INLETS IMMEDIATELY FOLLOWING INSTALLATION OF THE INLET. 4. TEMPORARY SEEDING - 3.31 TEMPORARY SEEDING SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. SELECTION OF TEMPORARY SEEDING SHALL BE IN ACCORDANCE WITH TABLE 3.31C OF THE VIRGINIA SEDIMENT AND EROSION CONTROL HANDBOOK, 1992 EDITION, FOR THE APPROPRIATE SEASON. TEMPORARY SEEDING SHALL BE FERTILIZED AND MULCHED IN ACCORDANCE WITH SECTION 3.31 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION. 5. ROCK CHECK DAMS - 3.20 ROCK CHECK DAMS SHALL BE INSTALLED AS INDICATED ON THE PLANS TO REDUCE DITCH FLOW VELOCITIES DURING THE ESTABLISHMENT OF GRASS LINING. THEY SHALL ALSO SERVE AS SEDIMENT TRAPPING DEVICES FOR THE NEWLY -FORMED DITCHES AND THE ADJACENT EMBANKMENTS. 6. CULVERT INLET PROTECTION - 3.08 CULVERT INLET PROTECTION SHALL BE INSTALLED AS INDICATED ON THE PLANS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN, AND BEING TRANSFERRED BY A CULVERT AND ASSOCIATED DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF A DISTURBED PROJECT AREA. 7. OUTLET PROTECTION - 3.18 OUTLET PROTECTION SHALL BE INSTALLED AS INDICATED ON THE PLANS TO PREVENT SCOUR AT STORMWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO MINIMIZE THE POTENTIAL FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS. 8. TEMPORARY SEDIMENT TRAP - 3.13 TEMPORARY SEDIMENT TRAP(S) WALL BE INSTALLED AS INDICATED ON THE PLANS TO RETAIN RUNOFF TO ALLOW SEDIMENT TO DROP OUT FOR DRAINAGE AREAS OF 3 ACRES OR LESS. MANAGEMENT STRATEGIES 1. CONSTRUCTION SHALL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. SEDIMENT BARRIERS AND ALL OTHER MEASURES INTENDED TO TRAP SEDIMENT ONSITE MUST BE CONSTRUCTED AS A FIRST STEP IN GRADING AND BE MADE FUNCTIONAL BEFORE ANY UPSLOPE LAND DISTURBANCE TAKES PLACE. 3. IMMEDIATELY FOLLOWING GRADING ON THE SITE AND INSTALLATION OF UTILITIES, PLACE GRAVEL BASE ON THE LIMITS OF PAVED AREAS. THEN PERMANENTLY STABILIZE THE REMAINDER OF THE SITE WITH VEGETAL COVER. ALL UNPAVED DISTURBED AREAS SHALL BE MULCHED, LIMED, FERTILIZED AND SEEDED WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED OR WITHIN 7 DAYS IF THE AREA IS TO BE LEFT IN A ROUGH GRADE CONDITION FOR MORE THAN 30 DAYS, 4. THE CONSTRUCTION OF UNDERGROUND STORM SEWER, SANITARY SEWER AND WATER SERVICE LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH IS TO BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS, DRAINAGE SYSTEMS OR OFFSITE PROPERTY. D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. E. CONTRACTOR SHALL COMPLY WITH APPLICABLE SAFETY REGULATIONS. No. REVISIONS DATE CH___;HTj 1 REVISED PER REVIEW COMMENTS 08,03-00 TPR 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 6. A SECURITY FENCE WALL BE ADDED TO THE PERIMETER OF THE BERM TO LIMIT ACCESS TO THE S.W.M. FACILITY. PERMANENT STABILIZATION ALL AREAS NOT OTHERWISE COVERED SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. FOR SEEDBED PREPARATION, LIME AND FERTILIZE ACCORDING TO SOIL TEST. COMPACTED, CRUSTED OR HARDENED SOILS SHALL BE LOOSENED BY DISKING, RAKING, HARROWING OR OTHER MEANS. EVENLY APPLY SEED WITH HYDROSEEDER. SEEDING MIXTURES, RATES AND DATES SHALL BE IN ACCORDANCE WITH STD. AND SPEC. 3.32 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION. IMMEDIATELY AFTER SEEDING IS COMPLETED, ALL AREAS SHALL BE MULCHED. USE STRAW AT THE RATE OF 2 TONS PER ACRE AND ANCHOR. OTHER MULCH MATERIALS MAY BE USED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION. PERMANENT SOIL STABILIZATION MUST BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. ALSO APPLY PERMANENT SOIL STABILIZATION TO AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN ONE YEAR, STORMWATER MANAGEMENT ALL RUNOFF FROM THIS SITE DRAINS TO EXISTING STORMWATER MANAGENENT POND 7, CONSTRUCTED WITH THE BATTLEFIELD ESTATES SUBDIVISION AND PROPOSED TO BE MODIFIED WITH THIS PLAN. MAINTENANCE 1. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL, AND SHALL BE MAINTAINED ACCORDING TO THE GUIDELINES SET FORTH IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 EDITION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NECESSARY. 3. ALL DROP INLETS AND CURB INLETS SHALL BE CHECKED DAILY FOR TRASH, DEBRIS, AND SEDIMENT. ALL TRASH, DEBRIS, AND SEDIMENT SHALL BE REMOVED TO PREVENT THE OBSTRUCTION OF THE FILTERS AT EACH INLET AND TO PREVENT THE MOVEMENT OF SUCH MATERIALS TO DOWNSTREAM CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1, SET THE STAKES 2 EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6 MAX FLOW 3. STAPLE FILTER MATERIAL 4 BACKFILL AND TO STAKES AND EXTEND COMPACT THE IT INTO THE TRENCH _ EXCAVATED SOIL. CONVEYANCE CHANNELS AND THE RETENTION POND. SOURCE- VA DSWC 4. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND OTHER DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED PER THE ABOVE GUIDELINES TO DETER FURTHER EROSION AND SEDIMENTATION. _ - v - l�t,P.24.rtovC•oa T42 024•' HEIM /- CATCH r f7G DEVELOPED EL� IL - EXIgT1P1O 1206 de77 `--� 12.07 de I I Ilf,l 7 II INV OU �7�1 14HROtJCF1 PIPE I- - I �4 1.,,�,, BF'i �709.00 EXOTM II i II STORMWAT� I I MAC3EMBif T WlffI I I I I I4O2 e%1il4 ,"°PE I INV OUT-709.00 ' 'l ll�lj'ill� IV 4' 157 NV 17.ZINIV 17 I II I I 911( 714 IX a RM-730.2B i III JO' 'OUT-714-V 24. INV IN-7zo.19 + cRAame BARREL q4 v p�T_ 7�(�2� L_ OLD CMWIRY LNIERST 15 INv IN 720.38 III (I 79 A-+E \ A 13' INV IN=724.86 D.B. 7N Pi;. ll53 k� 7 I I I ZONED 82 D B 556, PG: Os DI RM1-730.79 ZONED { INV OUT-724.79 SWESS GENERAL DISTRICT BUSINESS GENE 5 IX 15• GIP 2. Ex 24• RCP M&�J yo 17777, I \ TI T I `Q YEAR, A 0.07 A a _A� � OW 10 YEAR FLOW I ; N N AWE. ALLOWABLE 10 YEAR FLOW z ii J m ZW w 1.1 00 Q; 0-3�30 CPS I N z ` �1 AC o- i II �11 i m IA PROFESSIONAL SEAL `OF`L�`PG' THOMAS P. ? RIEGEL a No. 3M 3 -o S10NAL :_ PROJECT INTERNATIONAL HOUSE OF PANCAKES swwNEE unoEnUenL oUraicr RiED6iCK COUNTY, Y7i0MA FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B DRAINAGEWAY INSTALLATION (FRONT ELEVATION) TITLE EROSION AND SEDIMENT CONTROL NARRATIVE AND DETAILS PLATE 3-05-2 BLOCK OPENING 36" CLEAR 18" RCP INV. = 719.20 STONE CONSTRUCTION ENTRANCE EXISTING 70' MIN. PAVEMENT EX GROUND ` r 1 FILTER CLOTH-` J SIDE ELEVATIONA 70' MIN. -I ,- WASHRACK EX. GROUND MOUNTABLE BERM I (OPTIONAL) A0_ \� EX PAVEMENT VDCT #l_j Bar POSITIVE DRAINAGE COURSE AGGREGATE TO SEDIMENT ' MUST EXTEND FULL TRAPPING DEVICE WIDTH OF INGRESS AND PLAN VIEW EGRESS OPERATION r 12' MIN. 3" MIN. 3„ MIN FIL TER CLOTH SECTION A=A - ?�- I <� gyp-.- P,EINFORCED' , r.�. r_. DRAIN SPACE CONCRETE SECTION B-B SOURCE. VA. DSWC PLATE 3.02-I 991 TEMPORARY SEDIMENT TRAP DRAINAGE AREA = 0.49 AC "-TOP ELEV SPILLWAY ELEV =7290 ORIGINAL GROUND ELEV STONE INVERT 730.50 -727 50 _ a 67 CU /ACRE = 33 5 CU 1'D� . `CLASS I RIPRAF 67 CU YD ;ACRE FILTER CLOTH (EXCAVATED) COURSEE AGGREGATE" = 33.5 CU_ YD _)RIGINAL GROUNJD ELEV. 728 50 fHOTTOM ELEV ACROSS SECTION OF OUTLET' =726 GO CLASS I RIPRAF l LEN(GTH (INFE! . , DIVERSION DIKE �:�7ffl FILTERS CLOTH EXCAVATED -y'-! OARSE AGGREGATE AREA "COARSE AGGREGATE SHALL BE VDOT #3, #3577, OR #5 CROSS SECTION OF OUTLET OURGE VA DSWC I-3 TOP ELEV.=726.10 TOP WEIR ELEV. = 722.30 36" RCP INV. = 719.30 u -f-- 6' - I8" ORIFICE INV. = 719.25 B SECTION A -A Patton Harris Rust&Associates,pc Engineers.Surveyors.Planners,Landscape Arctutects 116 N Main Street Bridgewater. Virginia 22812 540-828-2818 GRAVEL CURB INLET SEDIMENT FILTER , GRAVEL FILTER WIRE MESH RUNOFF WATER -�. FILTERED WATER SEDIMENT CONCRETE GUT7 �\ , `--CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INONJCENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREA. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE SOURCE VA DSWC 3.13 1992 PLATE 3 07-6 3.07 GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER 18" MIN .,--GRAVEL t l MIN_ DEPTH) RUNOFF WATER WITH SEDIMENT-, fILTEREf-WIRE MESH ' WATER SPECIFIC APPLICATION THIS METHOD Of INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE ExPEC'Ti'. BUT NOT WHERE PONDINC AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS `GRAVEL SHALL BE VDOT #3. If357• OR #' :-OARSE %, SOURCE VA DSWC ('1 A TF ' 1-3 TOP LEV. = 726.10 OP WEIR LEV.=722.30 SOT DI-3 (MODIFIED) ITH IS-1 INLET SHAPING 3" RCP V. = 719.30 ORIFICE V. = 719.25 3" RCP INV. = 719.20 SECTION B-B STRUCTURE #2 CONSTRUCTION DETAIL 1/4" = 1' Offices: Fairfax,Va. Bridgewater,Va. Leesburg.Va. Virginia Beach,Va. Chantilly,Vo. Winchester,Va. SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR RWC CHM SCALE TPR 1 "=30' SHEET 6 OF 7 FILE NO 10861-10 NOTES: FIRE LANE SIGN D ETA I L APPROVED SIGNS SHALL BE AS FOLLOWS: A. METAL CONSTRUCTION, 12" x 18". TYPE A TYPE B TYPE C B. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP _ AROUND ENTIRE OUTER EDGE OF SIGN. I I -- F - -- -- - _ 1 C. LETTERING TO BE AS SHOWN ABOVE. NO NO NO "NO "STANDING" j I D. LETTERING SIZE TO BE AS FOLLOWS: PARKING" OR - 2", PARKING PARKING PARKING "OR" - 1" "FIRE LANE" - 2 1/2", ARROWS 1" X 6" SOLID SHAFT WITH A SOLID HEAD 1 1 /2 WIDE AND 2 DEEP. OR ' OR OR E. SIGNS ARE TO BE MOUNTED 7 FROM THE GROUND TO THE BOTTOM OF THE STANDING STANDING STANDING �1' SIGN UNLESS OTHERWISE DIRECTED BY THE OFFICE OF THE FIRE MARSHAL F. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED. FIRE FIRE FIRE UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED PRIOR TO i ;; INSTALLATION FROM THE OFFICE OF THE FIRE MARSHAL. SIGNS SHOULD BE LANE n LAN LANE LANE SPACED AS ON APPROVED PLANS. IN LONG STRETCHES THE MAXIMUM DISTANCE II BETWEEN SIGNS IS 80 FEET. .00 -arm-- G. OTHER SPECIAL SIGNS AS APPROVED BY THE OFFICE OF THE FIRE MARSHAL. H. THE CONTRACTOR SHALL PROVIDE TEMPORARY STREET SIGNS DURING NOTE: CONSTRUCTION. STENCILING ON CURB ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES SHALL BE INDICATED USED IN LIEU OF "B" BY YELLOW PAINT AS APPROVED BY THE FIRE PREVENTION DIVISION. SIGN. SEE DETAIL THIS SHEET. A 6" YELLOW STRIPE SHALL BE PAINTED ON PAVEMENT EDGE IN FIRE LANE i AREAS WHERE NO CURB EXISTS. PAINT SHALL BE TRAFFIC YELLOW GRADE. OLD CMU WALL DOWN B" AT GATE DUR SLAB THROUGH LIGHT ®Ei'-R" �i 17'-4" " Q I 4 DUMP 'AREA,, O a GRE SE -� CtIMNER a 2e-0„ 12' 0" 3'-4" 12'- 0 1' DUMPSTER ENCLOSURE 1" = 5' VDOT A-3 CONCRETE 6" CURB AND GUTTER (NO SCALE) (VDOT STD. CG-6) PROVIDE 3" PVC ROOF DRAIN WHERE INDICATED CIN PLUMBING PLANS 2" RADIUS 4" - - - �„ -------.11�t -+i I 1 I ° 1. I (VD 0T STD. CG-6R) 3/4" YARD HYDRANT BOLLARD 6'-8" HIGH SPLITFACE BLOCK WALL PAINT COLOR D-1 8" SELECT BASE MATERIAL V.D.O.T, TYPE I NO. 21 A AGGREGATE No. REVISIONS DATE CHKD 1 IREVISED 'ER REVIEW COMMENTS 08-03.00 TPR 2 #4 BARS FO #5 0 24" 0. C. W/ 24" LAP WITH #5 DOWELS FROM FTG. TOP PAD I 16 I r 0 O O O 1'-0" � -II 3'-8" DUMPSTER ENCLOSURE WELL COMPACTED SUBGRADE FIN. GRADE -- / 1 4 CRUSHED STONE BASE VD0T TYPE I, NO. 21B AGGREGATE #3018" O.C. 5 #4 W/ 1 #4 TRANSV. 024 0. C. - 2" SM-2A BITUMINOUS rnr.In Cl Ion A r0 TYP. PARKING LOT PAVING SECTION PROFESSIONAL SEAL: TTH Tl i S P.MEGEL No.3M 3 ONAL 4. 5' (T)P) -r TYPICAL CONCRETE SIDEWALK SECTION (NO SCALE) 4 4 X W1.4 W.W.F. PLACE WOODEN STAKE 2' INTO GROUND ABOVE PLUG TO INDICATE LOCATION / / REMOVABLE SCREW -TYPE -� PLUG FLUSH W/ FIN. GRADE S DESIGNATED Y TOWN % j i FINISH GRADE 8. 181- - CONIC. PAD �- 4" CRUSHED STONE 2'-0" MAX. - 45- BEND WYE - MAIN SEWER TEE LINE UP 45' B 02. t } END Ll PLUG 45' WYE J - LATERAL NN FINISH GRADE ow Li- - 45' SANITARY SEWER SERVICE CONNECTION (NO SCALE) NOTES: -CLEAN-OUT PIPING TO BE SAME DIA. do MATERIAL AS THE SERVICE LATERAL -CLEAN-OUTS LOCATED IN PAVEMENTS MAY REQUIRE ADDITIONAL BEDDING AND METRON SPECTRUM 88 -STANDARD FLAT TOP FOR 4' DIAMETER MANHOLE -- FINISHED GRADE 3 RISER SECTION FOR 4' DIAMETER MANHOLE WITH CUTOUT' 2 MIN. SOLID SUPPORT BLOCKS UNDER CUSTOM SETTER 6" STONE BEDDING NOTES: 1. ACCESS DOOR SHALL BE BY HALLIDAY PRODUCT`. OR OUR APPROVED EQUAL: A) IN NON -TRAFFIC AREA - MODEL NO. S1R303n B) IN TRAFFIC AREA - MODEL NO. HIR2424 2 WATER SERVICE CROSSING STREET SHALL BE ENCASED IN 6" DIA SCH40 PVC OR SDR 21 PIPING THE PIPING SHALL RUN FROM i #4 REBAR CONC. ANCHOR _ _ ONE FOOT BEYOND SIDEWALK, ACROSS THE SEE THRUST STREET TO ONE FOOT BEYOND SIDEWALK. SOLID CONIC. BLOCK DETAIL I BLOCK ENCASED COMPACTION REQUIREMENT'S. NOTE: CLEAN -OUT PIPING TO IN CONCRETE Z CAP \ L 00• / I �\ 2'-0" MAX. -< J HYDRANT SEE STRAPPING DETAIL GRADE ,y 9 CUBIC FEET OF GRAVEL (MAX. SIZE = 2'; MIN. JUN SIZE = 3/4") COVERED WITH 2 LAYERS OF /15 CAST IN PLACE ACCESS DOOR, - CENTERED IN TOP (SEE NOTE 1) VARIES AS REQUIRED i I - 6" VALVE do BOX T 00 ! ROADWAY BOX ' _ / I 27" MIN. MAIN ? - SADDLE NTH! LINE CORPORATION - j -- - -- o TEE STOP j 45' a� 2 LAYERS OF BLDG, PAPER BETWEEN PIPE TAR PAPER ; _' ATE & CONC. MAIN Z � `i \-• BALL VALVE CURB STOP - CLASS A3 CONC. CONC. SUPPORT & IDY ' \' NTH FIP ENDS, WITH THRUST BLOCK TO 6' BRANCH -J, ; ' '/ 2" GATE VALVE BE CARRIED TO Willi OPERATING NUT - 4" CRUSHED STONE UNDISTURBED SOIL. - -- VARIES UNDISTURBED SEE CONC. THRUST SOIL BLOCK DIMENSIONS / - 45' BEND FOR 90' BENDS. %' ANCHOR ROD _ I BE SAME DIA. & MATERIAL 45' WYE _ MAIN AS MAIN. TYPICAL FIRE HYDRANT INSTALLATION TYPICAL CLEAN -OUT (NO SCALE) (NO SCALE) CXJTOUT DETAIL 1 1 /2" METER INSTALLATION to Wool At; condreis to pre.t.1 N"IenveM. en on o 74-TAT De ntch.td.eh}'. d war Galvanized EeoreWee.. wetddd to par Mete +°awen 22 Eeemson dprw. at <-c Bock of 54dtwak siw'e*.elw s `� TABLE OF QUANTITIES q, derou..r InIN rr.ms is cox. 2 I ate sr'a. IC-2 IT I _ • s• T �•�r.. 1TriedA Types L ARE ��y- REINFORCING STEEL l i TYPE SLOT CRATE BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT r -- *NO$E DETAILS Ft. Sq Ft Cu yds. No. Lin, Ft No. Lin. Ft.' No. Lin, Ft.' No. Lin. Ft.' No. Lin. Ft.' No. Lin. Ft' No. Lin. Ft' Lbs. O O u o F b- A f\. « c.p Afi"s.edvw DI - 3A 2'-6' I. 15 2..26 - - - - 1 5'-7' 3 V-2" - - - 6 1'-0' 22 Q' t " e.m a ute conrw ulWn M"e sister Crops C.I d.tr them a "*••c"•'sI•M A 4' 1.83 2..59 5 1'-6' 2 V-?1o6' 3 5'-7" 3 3'-Y 4 1'-_6' 3 1'-6" 4 1'-0" 64 60 raa N� .'it.w.Ow p Yea. two er «. ktl.pw Crt, se"n is N 1" .rroataes wen 6' 2. T5 3_ 02 5 S-6' 6 7106' 3 5'- 7 3 3'-2" 4 3'-6' 3 I'- 6' 4 I'-0" I I I Ii _ 32' PLAN r'�� 8' 3.6T 3..46 5 S'-6" 10 7105 3 5'-TA 3 3'-2" " 40 '� � son Onto% Togs oreo away es sandhi r .hw eves W. *ve.,Non WAst ,� ft. --•t Wen. 4 5'-6 3 I'- 6" 4 1'- 0. 1 5 8 du eeMr my ro erg. "is wild ptt.. H.ro E I0 4.58 3..90 5 7'-6' 14 71o64d 3 5'-7" 3 3'-2" 4 7'-6" 3 I'- 6" 4 I' -Ow 204 ��-..+ r I e " " r--�a•� r t4' - L-"""�"- "" t0' n�--� DI - 38 12' 5.50 4..34 5 9-6 18-7"roC-+or 3 5'-7 3 3-2" 4 9'-6 3 I'- 6 4 I'-0 2 5 I I - i-- a ---I O SECTION 8•0 14' 6.42 4..78 5 II'-6" 22 �%60 3 5'-7" 3 3'-2" 4 ll'-6" 3 1'-6" 4 1'-Oft 298 3 10 2 13 13 2 17 _ 16, 7.33 5..22 5 1 S-6' 26 71og-V 3 5'-7" 3 3'-2" 4 13'-6' 3 I'-6" 4 1'-O" 345 �• L { -+'• """ C.- "" ~ ° A" ess s ' I Ff 8.25 5 _ 66 5 15'-6" 30 6 rtoiV- d 3 5'-7" 3 3'-2' 4 15'-6" 3 I'- 6" 4 1'-0" 3 9 1 _ " �' h e► an ► e.. E e C a, t ' 20 9.17 6..09 5 I -6 34 6'alo6=ld 3 5'-7' 3 N-2' 4 1T-6' 3 I'-6" 4 1'-0" 438 1/4" ��4' �' FT - - r •r o..w tr Tp. A ns" drtm e.a es eNe am =-- _- 6' 2,75 3..01 10 1'-9' 4 =Tlo5-Id 5 5'-7' 3 N-2" 8 1'-9" 6 I'-6' 2 1'-0* 1 1 1 -�f�'l} ,.""" nw Mk Gas a CO-? e+ewwdrds r 1' awwr.r �- EX. CG-6 FRONT ELEVATION T1esan.es.r.ur,aee"« ei,,, ••••"•1• 8' 3.67 3..45 10 2-9" 8 a'1o6'+0 5 5'-7" 3 3'-2" 8 2'-9' 6 1'-6` 2 I'-0" 1 58 ' y _ --� {avow ...w.d Gain pe E eta-e Meaeap A„„ wo drone avlh 10' 4.58 3_89 10 3'-9' 12 6 7%6'-10" 5 5'-7' 3 3'-2' 8 S-9" 6 I'-6" 2 I'-0" 205 )'dwa ow w*eeMW Is be M.esroe I D EX. TYPE SM9 5A A ew"mtM",*rlof oulldlpwpo.n,pr» m.00rr" to"06.04"t#WW vbw sw.... r� 12, 5.50 4..33 10 4'-9" 16 6-71o6' 5 5'-7" 3 3'-2' 8 4'-90 6 1'-6' 2 1'-0" 252 N fh rrucNe,MW rMtrw of h..Iruchr" w,dl M h*W w,N, 12-.It p"stlr h.dwere 01 - 3 C *Mapes win cesrnl /orWd .n.,i ., a ,00hs. pli on d n,s„ TM . cwwavcrod .eh cawwle .wh► b o• ant etenpnp a pononp or wom, . N.0 k- The cleow lie -.Ws.. tel•ensed sltsl t• • - e at w ores). 14' 6.42 4.. 7 7 10 6-9" 20 -7%6=I0" 5 5'-7" 3 Y' 2' 8 6- 9" 6 I'-6" 2 I'-O" 298 E X. B M 2 5. 0 Dime... eseo desce .,a ONpH. slwew. on pool fir ✓MrI th•p slide as n.lw d*d n we arty".bed m. ~IV eve a 03 i-Ch,neeYr • W** T ry ".' "Wie .oe -- _ _- sl°"°ardore.tedDl-kte hNd"er.clNnpncher.err"utro rf- i.r-1e' ""T" I6, 7,33 5.21 10 6'-9" 24-7%6-�0" 5 dS'-T" 3 3-2" 8 6'-9" 6 1'-6" 2 I'-0` 345 EX. SUBBASE 21 B, TYPE I #AW*Wni end @M*Hies wN d".e ON ill" lot a e"+hide N s"esktre SECTION A -A 18' 8.25 5.65 10 7'-9" 28 V41oe'-d 5 5'-7" 3 S-2" 8 7'-9" 6 I'-6" 2 I'-0' 392 DhSA DI-3e DI -SC - - - MATCH EXISTING PAVEMENT SECTION I-L-, r-- - -, --.- , 20' 9,17 6.09 10 8'-9" 32 'cos'-V 5 5'- 7' 3 3'-2" 8 8'-9" 6 I'-6 2 1'-0* 439 iI * Dienotes length of one (1) bar ----r:-----1 t - STREET SECTI0N ! 1 " ' � � -�- " �' • � � � -�- � ,. No All r,nforcmq Dart b Dye too ©. 1 �/"� J ► ) j � j � All cos, In obce concrete b be Class A3. For acceptable alternate see Precast Standard Designs I L Ysl � . • ' TRAVEL 0 D G E DRIVE I - . Concrete guano ob in vwnthu om for depth or inlets 5-ofdifftre pipes. The amount displaced a3 by pipes mull w•... etete. ee.w .Id. ro w .yee.awiesl I r--�=aH be deducted b oD,om tnue Quantities. For inlets at different depths odd or subtract a3Z cu ss.n w*Iw . peW er MM o e he a"" r ..re.. tea yes of concrete for eoCch foot of difference in depth s.Wwe At. Is1. "a .r r wet IN else" r ron.r (NO SCALE) NOTE: EXTEND 21-8 1' BEYOND I Toe N•dm.eesloe•riths. in. Stdnd°rd,be, wooses".r.ewMOY•.beeesodis0."W..YU.owAte, rW,esM. DETAIL WNete USED Lengthof a IronolsshownonSheetIis be L116"04,101bs aft OW lop .0 th IM wove . t bp .ten W.d /r.nw ewe nvrl el IM OelewI' p,ee m1 eve 9 1 aA Nretiere_nan •N" L•eMh " .WI {l1 .w, r serve .ass, es ..e.n .pew. WITH fldT TO CUM E.P. OR CURB & GUTTER (TYP.) dlnreh 8"Wm dewe"mNo.gtror fro liyweaese atlwid nemrone W%-woo",,...."e'-r "..... In" i.","i".. Afe;is WITHOUT ouTTpl .ItNI es ee+«rnlned Dy iM cool reerar Inge MId can0lepn.. "woo p•oros" Nye. toe. *_ Gave w Nese" w No is Des. Shoot I of 2 I STANDARD CURB DROP INLET SPECIFICATION SPECIFICATION STANDARD CURB DROP INLET I u " , REFERENCE REFERENCE , „ 12 -30 PIPE MAXIMUM DEPTH (H) - 8 zRE 2 12 -30 PIPE MAXIMIfM DEPTH (H) =8 VIRGINIA QDEPARTMENT 302 33 302 VIRGINIA DEPARTMENT 10409 TRANSPO/RTATION TRANSPORTATION 104.10 - ---- \ Radial combination -- - toT Or et V" 3'-0'11 • \ curb and putter I 194 coed �dl, ool. "hart p -.-J _ _ -he's " o v>. 3' Wine via Width Sidewalk - del.'dk S .e o ode• r or SiMwol" Spore . r e Shope to elevotlon of Doc• e� oovo oe .. ' 1 I midpoint of lor,w t p D\ I 1N I o�sra - OC IN to be as 9 II TYPICAL ALTERNATE RADIAL PLAN ib'o z shown on plans L� I I RADIAL PLAN f / I M I i CONNECTIONS AND APPLICABLEOR USE AT STREET For Camtercta Entrance _ I Ilia T T 1 l A f-� tr ` COL) A .�_ ENTRANCES see sf2rMdvtl CG-13 s ee°zo3'Ie pf pl shape to coot ur Street approach some s•-o•L-��- surfacing as morn line I - 1 L i -11 roadway v B I I W m L L1J Mee wiAMw ... _ Go Exponsion Joint •� , r� • V 0000Qe o l.�y *ON >lopt to drain to invert Oft w, o,. itYTtYe A -A outlet plpe. 0 1 , � � o. o•aoo 0000 I � . A -<t--. TANGENT PLAN Slope 121 ktp",m„n+ METRO OF TREATMENT IN DRW INLETS I Main line r0odwoy - A-� -� ! �s. , `"------'"`-h tot r 'a' ISOMETRIC Trons�tlon bet.een pipe ..� mete,s / �T rMre St CG-J CG-) 4 Ursa. plpx are (T/` NON show "Boo pica) rat VIEW .hen different sizes of shown On typical section .". �+ dowa. Area y qw ' pve """'""'ei encountered. 4 D t-Ah w .Meat b.br ♦y) NOTTs Slope to drown tr. Iri ert HALF PLAN tJ u 0s.III peAMesi12 slop. of rwtlet pipe. 1 srd Ix-2 �"'T-�'-_ T_d.. - ._.-� Cwb romp to be CWw A-3 Concrete rat, •"poo•d oggrepdo fin.ri or CC-e l.33. hi" a . ttrrp sham Ad e■, o moor• loop* d 12 ' Notes . A Curb •amps ors'Ie ►a IMOW w of own on the peon* a as directed by Shop Ing of nanho Ie and Inlet Inverts In accordance W E^•�qq��rvesr ere b be prov,dhd d aaereecbama rM•ever on . . th th I $ dro. ; na I s to app I yy to those structures occes.D» rarM WAnn Ine r41-d-.0y d o hlgtway foc,lity craters o specified on plans or .hire IIovert of pipe s •.hove j curb regwdWr d whoever trrdsrde a •raring, propwsd w nonoslslent Invert of structre-t. / utter IIM Tkey may be ~ +•om p*dearien srosswolks w shown on plons w a Face o} SECTION A -A This Re'^ tin De Monhole or drop Inlet Is to be formed and Constructed Gutter line s may swrocbe by too Eng,nedr but Mona not be Iocaloo behind ven,cle sop tine.. 1J Curb 0} Sloe Street occory nce slth appllcoble sltondord or special draw Mato IIM Roadway Curb precast o• east in place Existing 1pM owes, Art +yiMoMs, rep mhtla, etc Gain onto affect plot ern*M. Tht Invert shaping as detailed hereon Is to calslst of r i - Curt romps rat' be moaVed and pool to, at the conbod unit pots* Portland Cement Concrete nix conforming to Class 20 •>r Espoa w omega% ewdswow. complete-•n-pioce. Class 10, except thft 23 of coarse aggregate my be up Cwbjewb and qubr slope tronsibant adjacent to Coro ramp* or, included i00 min In diamtttr and consist of stone, broken br -ck, br ii� -Slap* 12'.1 Yosanem eyp,r concr etf co- brc*en concrete btoCk The Sur FoCV shoat be le When used In con�unc Mon with Standard CG 3 Payment Apr cwe/c✓! and or CG-7. the curb face on this Standard is to be S:3:T7 WNn used ,n coniuncbon weh Stondwd CG-3 w CG 7, pe curb tote on smooth by means of hard trowel I vg Noe of too Coarse o. -- -- ---" p+t stnndord . to be odjwalad to match the mountobl. curb cwlgurd,en. nggr er,,o to sha I � rerw In exposer) - adjusted to match The mountoble curb configuration _ •_ SECTION A -A T Tr"atmsrt .Mee width d ai,i.rdk or .rd"rdk space .Ian than T-d" Detol,s of Invert shop ing as shown Merton or for �!e►Tf/�s �� SECTION B-B example purposes only. Eoch enonhole or drop Inlet tlilee IC" ® Accessble route s (Wined w o continuous unoodructso. Noble. firm and .s to be shoped Indlvlduol ty to best fIt the particular rum shp r*olraM path connectiN oll accessible *'.men" CO a facility that con Inlet and ou+let conf Iquratl,bn oral f low I Ines Limits or Exposed aggregate waewoo be approached, entered and used by persons with mobility impairments. NE IHM E TREATHM IN A711110,LU S REFERENCE STANDARD CONNECTION FOR STREET INTERSECTIONS CURB RAMP � mm SPEC IIERENCE I REFERENCE I _ NICE I 5- 02 (PERSONS WITH MOBILITY IMPAIRMENTS) SOZ 302 - --- - - - VIRGINIA DEPARTMENT fiLE'S i of MGMDEPARTMENT!GF TRANSPORTATION Sao V]RGINIA DERARTMENT Or TRANSP{xiTAT ION ., to(.'O TRANSPORTATION ZD3.08 2�'� oN-TOTHERVISE NOTED ALL DIMENSIONS SHEET ARE IN MILLIMETERS �. PROJECT - INTERNATIONAL HOUSE OF PANCAKES SHAWNEE MAGWERIAL DISTRICT FfIEDEFICK COUNTY, MANIA TITLE DETAILS Patton Harris Rust&Associates,PC Engineers.Surveyors.Planners,Landscape Architects 116 N Hain Street Bridgewater. Virginia 22812 540 - 828 - 2818 Offices: Fairfax,Va. Bridgewater,Va. Leesburg,Va. Virginia Beoch,Va. Chantilly,Va. Winchester,Va. SURVEY DATE PHR&A JUNE, 2000 DESIGN DRAWN TPR RWC CHKD SCALE TPR 1 Ai SHEFT 7 of 7 FILE NO 10861-10