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HomeMy WebLinkAbout037-95 Rite Aid Pharmacy - Opequon - Backfile4 4TION /ELOPMENT 1 AR - i3 A P0S rED --..r �S�MPN J i n r: t NOTE : NOTES SHRUB SHALL BEAR SAME RELATION - STAKE EVERGREEN TREES TO FINISH GRADE AS IT DID TO IT'S 12' ONLY IF NOTED ON PI NURSERY FIELD GROWTH GRADE. REMOVE COLLAR FROM PEAT - PRUNE ONLY TO REMOVE FIBER POT AND VERTICALLY OR BROKEN BRANCHES ALL OTHER CONTAINERS TO CUT ROOTS IN 3 PLACES BE REMOVED PRIOR TO TO PROMOTE ROOT GROWTH - REMOVE ALL STAKES WITH PLANTING. 3" SHREADED HARDWOOD MULCH THE FIRST YEAR'S PLANTI (DO NOT MOUND NEAR TRUNK) - TREE SHALL BEAR SAME F TO FINISHED GRADE AS I1 — 4" MOUNDED MULCH SAUCER NURSERY" FIELD GROWTH AROUND PIT DEPTHLL ROOTBALL TWICE BALL DIAMETER MINIMUM SHRUB PLANTING NOT TO SCALE BACKFILL WITH ONLY THE SOIL TAKEN OUT OF PLANTING HOLE. BACKFILL 1/2 OF MATERIAL, WATER, ALLOW SOIL TO SETTLE. DO NOT COMPACT. FINISH BACKFILLING. WATER AFTER MULCHING. DEPTH OF ROOTBALL ONLY PROP. TEMP CONTT. ESM'T: `-1140 4E RE �m&, )TM EX.�.L. l_.T L - EX. W.B EVERGREEN TREE PLANTING NOT TO SCALE I� I PLANTING NOTES: 1. MATERIAL STANDARDS: i ` ALL PLANT MATERIAL SHALL MEET OR EXCEED PLANT LIST SIZES AND I THE SHAPE RELATIONSHIPS AND BALL DIAMETERS AS SPECIFIED IN THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. NO MATERIAL SHALL BE ACCEPTED WHICH IS NOT PEST AND DISEASE FREE 1I 1 AND HAS NOT BEEN HARDENED OFF BY ONE FULL SEASON OF SIMILAR I CLIMATE AND CONDITIONS, ' BBid 1 + ALL SHRUBS SHALL BE DENSE, HEAVY TO THE GROUND, AND WELL I, ! GROWN, SHOWING EVIDENCE OF HAVING BEEN PRUNED AND SHEARED I REGULARLY, AND SHALL HAVE A HEALTHY NORMAL ROOT SYSTEM. PLANTS SHALL BE FRESHLY DUG AND NOT HEELED -IN STOCK FROM COLD STORAGE. ALL PLANTS SHALL BE NURSERY GROWN (EXCEPT AS NOTED } BELOW). PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY. ' 2. LIST OF PLANT MATERIAL• y. © D THE CONTRACTOR WILL VERIFY THE PLANT QUANTITIES PRIOR TO BIDDING AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE I ` ATTENTION OF THE LANDSCAPE ARCHITECT/OWNER'S AGENT. THE CONTRACTOR SHALL FURNISH AND PLANT ALL PLANTS REQUIRED TO ro ' COMPLETE THE WORK SHOWN ON THE DRAWINGS, SUBSTITUTION SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ' J6� ARCHITECT/OWNER'S AGENT. THIS CONTRACT WILL BE BASED ON THE �,� BIDDER HAVING VERIFIED PRIOR TO BIDDING THE AVAILABILITY OF i a THE REQUIRED PLANT MATERIAL AS SPECIFIED ON THE PLANT MATERIAL �7,39' �x �' LIST. ALL PLANTS SHALL BE PROPERLY MARKED FOR IDENTIFICATION. /3. lI PLANT BED PREPARATION: d X. Wm �!1 2`� APPROXIMATELY ONE WEEK PRIOR TO BEGINNING PLANTING OPERATIONS, ALL PLANT BEDS SHOULD BE WATERED TO GERMINATE ANY WEED SEED. TWO TO FIVE DAYS LATER, SPRAY PLANT BEDS WITH "ROUNDUP" OR OTHER APPROVED SYSTEMIC WEED KILLER, APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE OF DILUTION AND COVERAGE. AT 6 Z I I'+ THE TIME OF PLANTING, THOROUGHLY TILL ALL PLANT BEDS TO A DEPTH OF 6" AFTER APPLYING A MINIMUM OF 2"OF ACCEPTABLE GRADE PEAT MOSS. PEAT MOSS OR OTHER ACCEPTABLE DECOMPOSED ORGANIC MATTER SHOULD ALSO BE ADDED TO THE PLANTING PITS SUFFICIENT TO RAISE THE ORGANIC CONTENT TO A MINIMUM OF 5%. y1' 4. SOIL MIX: i O �d SOIL MIX WILL BE 2/3 EXISTING SOIL, 1/3 PEAT OR EQUAL ORGANIC: MATERIAL, THOROUGHLY MIXED AND HOMOGENIZED- Z 5. PLANTING: BACKFILLING SHALL BE DONE WITH EXISTING SOIL FREE OF STONES SUBSOIL, CLAY LUMPS, STUMPS, ROOTS, WEEDS, BERMUDA GRASS, LITTER, TOXIC SUBSTANCES, OR ANY OTHER MATERIAL WHICH MAY BE I;4 HARMFUL TO PLANT GROWTH OR HINDER GRADING, PLANTING, OR i t MAINTENANCE OPERATIONS. SHOULD ANY UNFORESEEN OR UNSUITABLE PLANTING CONDITIONS ARISE, SUCH AS FAULTY SOIL DRAINAGE OR CHEMICAL RESIDUES, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ` I AWAIT INSTRUCTIONS FOR POSSIBLE EXTRA WORK BEFORE PLANTING. ` THE CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATE DRAINAGE FROM 4� I'd ALL PLANTS. THE PLANT SHALL BE SET PLUMB AND STRAIGHT, AND 4,`I LJ1 ,I SHALL BE STAKED AT THE TIME OF PLANTING. BACKFILL SHALL BE - ' .� / ' WELL WORKED ABOUT THE ROOTS AND SETTLED BY WATERING. PLANTS GRA .X r. SHALL BE PLANTED AS TO BEAR SAME RELATION TO FINISH GRADE AS , THEY DID TO THEIR NURSERY FIELD GROWN GRADE. SAUCERS SHALL BE FORMED ABOVE EXISTING GRADE AND AROUND THE OUTER RIM OF PLANT PIT. ro � 11 d 00 ALL TREES SHALL BE PLANTED VERTICALLY AND BACKFILL COMPACTED 00 + t, '; d ul I; WITH WATER AND RODDING TO REMOVE ALL VOIDS AND TO SEAT ROOT yi BALL. SEE TREE PLANTING DETAILS. TREES TRANSPLANTED BY 1, z MACHINE SHALL BE MOVED BY MACHINES THAT PROVIDE A MINIMUM BALL ` DIAMETER OF 9" PER 1" OF TREE CALIPER. HOLES ARE TO BE DUG BY "T, !�� THE SAME SIZE MACHINE AS THE ONE TRANSPORTING THE PLANT. THE PLANT MATERIAL SHALL BE TRANSPLANTED IN APPROXIMATELY THE SAME GROWING CONDITIONS AS IT IS PRESENTLY GROWING, IN ITEMS OF SOIL TYPE AND MOISTURE CONTENT. FERTILIZE AND DESCRIBED IN THESE PLANS AND SPECIFICATIONS. — SHRUBS AND TREE -FORM SHRUBS SHOULD BE TURNED IN PLANT PIT TO ' I -- -- -� OBTAIN BEST FOLIAGE RELATIONSHIP TO RELOCATION PRIOR TO STARTING BACKFILL. GROUND COVERS SHALL BE PLANTED AFTER MULCH 1 l HAS BEEN INSTALLED. NO PLANTS EXCEPT SPREADING GROUND COVERS OR ESPALIER MATERIAL SHALL BE PLANTED CLOSER THAN 30" TO BUILDINGS, WALKS, OR CURBS. i f o i T 0 BE RELC4i'ATE -__EX R'.W EX. TRAFFIC SIGNAL C _ _ (TO BE RE' OCAT D+ i Y REMOVE TOP 1/3 OF BURLAP FROM BALL AND CUT/REMOVE ALL ATTACHED STRING AND ROPE (IF WIRE BASKET IS USED IN CONJUNCTION WITH BURLAP BALL THEN CUT THE TOP 1/3 TO 1/2 OF THE BASKET AND REMOVE CUTTINGS FROM PLANTING HOLE. 3" SHREADED HARDWOOD MULCH (DO NOT MOUND NEAR TRUNK) 4" MOUNDED MULCH SAUCER AROUND PIT R00' BACKFILL WITH ONLY THE SOIL ONL` TAKEN OUT OF PLANTING HOLE. BACKFILL 1/2 OF MATERIAL, WATER, ALLOW SOIL TO SETTLE. DO NOT COMPACT. FINISH BACKFILLING. WATER AFTER MULCHING. LIGHTLY TAMP SOIL UNDER BALL NOTES : - TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT DID TO NURSERY FIELD GROWTH GRADE - STAKE DECIDUOUS TREES UNDER 12' ONLY IF NOTED ON PLANS - PRUNE ONLY TO REMOVE DAMAGED OR BROKEN BRANCHES - REMOVE ALL STAKES WITHIN THE FIRST YEAR'S PLANTING PLASTIC CHAIN REMOVE TOP 1/3 OF BURLAP FROM BALL AND CUT/REMOVE ALL ATTACHED STRING AND ROPE (IF WIRE BASKET IS USED IN CONJUNCTION WITH BURLAP BALL THEN CUT THE TOP 1/3 TO 1/2 OF THE BASKET AND REMOVE CUTTINGS FROM PLANTING HOLE. 3" SHREADED HARDWOOD MULCH (DO NOT MOUND NEAR TRUNK) 4" MOUNDED MULCH SAUCER AROUND PIT 3-2%2" OAK STAKES SET 18" BELOW TREE PIT, 120° APART IN UNDISTURBED GROUND DO NOT DRIVE STAKES INTO ROOTBALL. BACKFILL WITH THE SOIL TAKEN OUT OF PLANTING HOLE ONLY. BACKFILL 1/2 OF MATERIAL, WATER, ALLOW SOIL TO SETTLE. DO NOT COMPACT. JG FINISH BACKFILLING IVV I I V JI-MILL LIGHTLY TAMP SOIL UNDER BALL 6. STAKING AND GUYING: STAKING AND GUYING SHALL BE PREFORMED ONLY IF NOTED AS REQUIRED ON THE PLANS. IF REQUIRED, THE STAKES AND GUYS ARE TO BE REMOVED WITH THE FIRST YEAR'S PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE TREE DUE TO IMPROPER USE OF STAKING AND GUYING TECHNIQUES. IF THE OWNER FINDS IMPROPER APPLICATION OF THE STAKING AND GUYING AND IS DETRIMENTAL TO THE TREE, THE OWNER MAY( REQUEST COMPENSATION FROM THE CONTRACTOR. 7. MULCH: ALL PLANT BEDS AND SAUCERS SHALL BE THOROUGHLY MULCHED WITH SHREDDED HARDWOOD. MULCH SHALL BE A MINIMUM OF 2" AND NOT TO EXCEED 3". ONE THOROUGH WEEDING AND (REPLENISHING OF MULCH SHALL BE REQUIRED IMMEDIATELY PRIOR TO THE INSPECTION AT THE END OF THE GUARANTEE PERIOD. 8. NO BARE SPOTS: ALL AREAS SHALL BE COVERED BY BUILDINGS, PAVING, PLANTING, GRASS OR MULCH, WITH THE EXCEPTION OF THE "NATURAL" AREAS IF NOTED ON PLANS. THESE "NATURAL" AREAS SHALL BE CLEANED OF ALL UNSIGHTLY AND HAZARDOUS DEBRIS (CANS, BOTTLES, TRASH, ETC.) WHILE LEAVING LEAVES AND OTHER NATURAL GROUND COVERS. ALL UNMOWED AREAS SHALL BE MARKED WITH WIHITE STAKES SPACED AT 20' O/C UNTIL VISIBLE MOWING EDGE IS ESTABLIISHED. NO AREAS ARE TO BE LEFT BARE. 9. MAINTENANCE: THE CONTRACTOR SHALL BE RESPONSIBLE, DURING THE CONTRACT AND UP TO THE TIME OF ACCEPTANCE, FOR KEEPING THE PLANTING AND WORK INCIDENTAL THERETO IN GOOD CONDITION. THIS MAY BE ACCOMPLISHED BY REPLANTING, PLANT REPLACEMENT, WATERING, WEEDING, CULTIVATING, PRUNING, SPRAYING, RESTAKING AND CLEANING UP; AND BY PERFORMING ALL OTHER NECESSARY OPERATIONS OF CARE FOR PROMOTION OF GOOD PLANT GROWTH SO THAT ALL WORK IS IN SATISFACTORY CONDITION AT TIME OF ACCEPTANCE. THIS MAINTENANCE SHALL BE AT NO ADDITIONAL COST TO THE OWNER. 10. SCHEDULE AND APPROVALS: THE LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN SCHEDULE OF OPERATIONS AND WRITTEN REQUESTS FOR APPROVALS IN ACCORDANCE WITH PROJECT SPECIFICATIONS OR AS OTHERWISE AGREED UPON WITH THE OWNER. 11. GUARANTEE: ALL PLANTS SHALL BE GUARANTEED FOR A MAXIMUM OF ONE YEAR OR FOR THE DURATION OF ONE FULL GROWING `.SEASON, BEGINNING APRIL 1 AND ENDING NOVEMBER 1, AFTER PLANTINIG, AND SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END, OF THE GUARANTEE PERIOD. GUARANTEE SHALL COVER BOTH LABOR AND) MATERIALS. EARTH SAUCERS AND STAKES AND GUYS SHALL BE REMOVED) AND 'TREES AND SHRUBS MULCHED TO 3" DEPTH JUST PRIOR TO EXPIRATION OF THE ONE-YEAR GUARANTEE. THE OWNER SHALL BE NOTIFIE-D IN WRITING WHEN THIS WORK IS TO OCCUR. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME: KIND AS ORIGINALLY PLANTED AND SHALL BE OF SIZE EQUAL TO THAT ATTAINED BY ADJACENT PLANTS OF THE SAME KIND AT TIME OF REPLACEMENT. ALL COSTS OF REPLACEMENT PLANTING SHAkLL BE BORNE BY THIS CONTRACTOR. /_�V� DECIDUOUS TREE EVERGREEN TREE mr.d1 S H U R B S FLOWERING TREE LANDSCAPING SCHEDULE KEY QUANITY BOTANICAL/COMMON NAME SIZE REMARKES JC 1 PRUNUS SERRULATA 'KWANZAN" 1 3/4"CAL. B&B KWANZAN CHERRY GT 6 GLEDITSIA TRIACANTHOS 'HALKA'/ 2" CAL. B&B HALKA HONEYLOCUST AR 10 ACER RUBRUM/RED MAPLE 2" CAL. B&B WP 8 PINUS STROBUS/WHITE PINE 6-8' HIGH Z 10 ZELKOVA SERRATA/JAPANESE 2" CAL. B&B ZELKOVA LC 6 X CUPRESSOCYPARIS LEYLANDII/ 6-8' HIGH LEYLAND CYPRESS AA 8 THUJA OCCIDENTALIS 'NIGRA'/ 3-4' HIGH B&B DARK AMERICAN ARBORVITAE TM 35 TAXUS X MEDIA 'HICKSII'/ 18-24" CONT. HICKS YEW HH 31 ILEX CRENATA 'HETZI'/ 18-24" CONT. HETZI HOLLY BB 8 EUONYMUS ALATUS 'COMPACTUS' 24-30" CONT. COMPACT BURNING BUSH D 110 HEMEROCALLIS "AZTEC GOLD" 1 GAL. CONTAINER DAYLILY DA 125 HEMEROCALLIS "STELLA D'ORO 1 GAL. CONTAINER DAYLILY P) U CD a I� Om .j N N � a c� rn z �' N 0- = �Q0 ■ UU c^ 0 ? �m CL _j crj J aZ LJ_ o J ?4 z LL J� Lu Q Z QCC CV ° a a. J j Z �N o J a OF d 0 0 7 v Qf Z N =o a a a: m a w �m a_ a. Q z o a U5 w a✓ z G 1= n U (/1 w G z > a a � - CL ui H a a o- a Q O ® W a 00 z oc W W mi W LL =ile No. MISC. VA. Tax Map No. 86-A-82 Job No. 95-046 Cadd Dwg. File: 95046LAN THIS PLAN IS TO BE USED FOR LANDSCAPING PURPOSES ONLY! to to r SHEET: 5 OF 7 CONSTRUCTION NOTES 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH MAY OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 2. THE CONTRACTOR SHALL DIG TEST PITS AS REQUIRED FOLLOWING NOTIFICATION AND MARKING OF ALL EXISTING UTILITIES BY MISS UTILITY, OR THE UTILITY OPERATOR TO VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES. TEST HOLES TO BE PERFORMED AT LEAST 30 DAYS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY TO THE OWNER AND ENGINEER. REDESIGN AND APPROVAL BY REVIEWING AGENCIES SHALL BE OBTAINED, IF REQUIRED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS OBTAINED FROM ANY AUTHORITY ISSUING PERMITS. 4. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION. 5. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR CAUSING EXISTING UTILITIES TO BE DISCONNECTED. 6. THE DEVELOPER SHALL PROVIDE OVER -LOT GRADING TO PROVIDE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER. 7. FINISHED GRADES SHOWN IN PROFILE FOR FINISHED TOP OF CURB GRADES ON EXISTING ROADS SHALL BE FIELD ADJUSTED AS REQUIRED TO CONFORM TO THE INTENT OF THE TYPICAL SECTION USING THE EXISTING EDGE OF PAVEMENT AS THE CONTROL POINT. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING RIGHT-OF-WAY TO THE FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF WATER ON THE ROADWAY. THE EXISTING PAVEMENT SHALL BE RECAPPED AND/OR REMOVED AND REPLACED AS REQUIRED TO ACCOMPLISH THIS REQUIREMENT. CURB FORMS SHALL BE INSPECTED AND APPROVED FOR HORIZONTAL AND VERTICAL ALIGNMENT BY VDOT AND/OR FREDERICK COUNTY INSPECTORS PRIOR TO PLACING OF CONCRETE. 8, ALL AREAS, ON OR OFF -SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND WHICH ARE NOT PAVED OR BUILT UPON, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. THE MINIMUM ACCEPTABLE STABILIZATION SHALL CONSIST OF PERMANENT GRASS, SEED MIXTURE TO BE AS RECOMMENDED BY THE COUNTY AGENT. ALL SLOPES 3:1 AND GREATER SHALL BE SODDED AND PEGGED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY FREDERICK COUNTY. 9. EXISTING WELLS SHALL BE PERMANENTLY ABANDONED IN ACCORDANCE WITH VIRGINIA STATE WATER CONTROL BOARD REQUIREMENTS. 10. EXISTING SEPTIC FIELDS SHALL BE ABANDONED IN ACCORDANCE WITH VIRGINIA HEALTH DEPARTMENT STANDARDS AND SPECIFICATIONS. 11. ALL OVER HEAD POLE LINES SHALL BE RELOCATED AS REQUIRED BY THE OWNING UTILITY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS AND COORDINATING ALL WORK REQUIRED FOR THE NECESSARY RELOCATIONS. 12. THE CONTRACTOR IS ADVISED THAT THE VIRGINIA DEPARTMENT OF TRANSPORTATION MAY REQUIRE AS A PART OF THE PERMIT THAT, TO THE MAXIMUM EXTENT POSSIBLE, ALL NEW UTILITIES WILL BE BORED, TUNNELED OR JACKED AND THAT NO PAVEMENT CUTS WILL BE ALLOWED. 13. SUBBASE MATERIAL SHOWN ON THE TYPICAL STREET SECTION SHALL CONFORM TO VDOT SPECIFICATIONS SECTION 209. PAVEMENT THICKNESS AS SHOWN ON THE PLAN ARE BASED ON AN ASSUMED SOIL SUPPORT VALUES (S.S.V.) OF 8 UNLESS OTHERWISE NOTED. A QUALIFIED SOILS TESTING FIRM SHALL BE ENGAGED BY THE CONTRACTOR TO DETERMINE THE ACTUAL S.S.V. IN ACCORDANCE WITH "A DESIGN GUIDE FOR SUBDIVISION PAVEMENTS IN VIRGINIA" BY N.K. VASWANI, OCTOBER 1973, VHRC 73-821 AS AMENDED. SOIL SUPPORT VALUES SHALL BE OBTAINED AT EACH CHANGE IN SUBGRADE SOILS AND AT A MAXIMUM SPACING OF 500 FEET WHERE SUBGRADE SOILS REMAIN CONSTANT. S.S.V. SHALL BE FURNISHED TO THE ENGINEER AND THE ENGINEER SHALL REVISE THE PAVEMENT DESIGN THICKNESS TO SHOW THE ACTUAL DEPTH OF PAVEMENT MATERIAL REQUIRED AND SHALL SUBMIT THE REVISION TO THE FREDERICK COUNTY FOR REVIEW AND APPROVAL, IF REQUIRED. THE CONTRACTOR IS ADVISED NOT TO BRING THE AREA SUBJECT TO THIS REVISION TO FINISHED GRADE UNTIL AFTER THE REVISED PAVEMENT SECTION IS APPROVED. 14. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL VERIFY FROM THE ARCHITECTURAL DRAWINGS ALL DIMENSIONS, DETAILS, AND TREATMENTS FOR THE PROPOSED BUILDINGS, WALKWAYS, AND OTHER PROPOSED CONSTRUCTION WHERE INDICATED ON THE PLANS. 15. THE CONTRACTOR IS TO VERIFY INVERT, SIZE AND LOCATION OF BUILDING UTILITY CONNECTIONS WITH THE MECHANICAL PLANS PRIOR TO PLACEMENT OF UNDERGROUND UTILITIES. 16. NO UNDERGROUND SOILS INVESTIGATION HAS BEEN PERFORMED BY WALTER L. PHILLIPS, INC. 17. EXISTING BUILDINGS, FENCES AND OTHER EXISTING PHYSICAL FEATURES ARE TO BE REMOVED AS REQUIRED BY THE CONTRACTOR. 18. ALL PROPOSED SIDEWALK, CG-6, CG-2 OR CG-6R IS TO BE CONSTRUCTED WITH A MINIMUM 4" AGGREGATE BASE. 19, EXISTING CONSTRUCTION SHALL BE REMOVED TO NEAREST JOINT. NEW CONSTRUCTION SHALL BE PROVIDED AS SHOWN AND ANY DAMAGED AREA SHALL BE REPAIRED TO MATCH CONDITIONS EXISTING PRIOR TO CONSTRUCTION. 20. DAMAGE TO ANY EXISTING ENTRANCES, CURB AND GUTTER, PAVEMENT OR OTHER EXISTING STRUCTURES NOT PROPOSED TO BE DISTURBED WITH THIS DEVELOPMENT , WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED TO THE SATISFACTION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND ANY ADJOINING OWNERS THAT MAY BE AFFECTED. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A SMOOTH TRANSITION TO EXISTING CURB. 22. ALL PRIVATE BUILDING CONNECTIONS ARE TO BE INSTALLED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 23. SEE ARCHITECTURAL AND/OR LANDSCAPE DRAWINGS FOR DIMENSIONS AND DETAILS FOR ALL RETAINING WALLS. ALL ON -SITE RETAINING WALLS ARE SUBJECT TO A SEPARATE BUILDING PERMIT TO BE OBTAINED BY OWNER. THIS PLAN IS FOR APPROXIMATE LOCATION AND PROPOSED GRADING ONLY. GEOTECHNICAL AND STRUCTURAL DESIGN TO BE ACCOMPLISHED BY OTHERS. 24. TOPS OF EXISTING STRUCTURES WHICH REMAIN IN USE ARE TO BE ADJUSTED IF REQUIRED, IN ACCORDANCE WITH THE GRADING PLAN. ALL PROPOSED STRUCTURE TOP ELEVATIONS ARE TO BE VERIFIED BY THE CONTRACTOR WITH THE SITE GRADING PLANS. IN CASE OF CONFLICT, THE GRADING PLAN SHALL SUPERSEDE PROFILE ELEVATIONS. MINOR ADJUSTMENTS TO MEET FINISHED GRADE ELEVATIONS MAY BE REQUIRED. 25. SEE LANDSCAPE PLAN FOR ALL ON -SITE PLANTING AND LANDSCAPE DETAILS. 26. ALL DUMPSTERS/TRASH COMPACTORS ARE TO BE SCREENED. 27. THE DESIGN, CONSTRUCTION, FIELD PRACTICES AND METHODS SHALL CONFORM TO THE REQUIREMENTS SET FORTH BY THE GOVERNING AGENCY AND IT'S CURRENT ZONING ORDINANCE AND CONSTRUCTION STANDARDS MANUAL. FAILURE TO COMPLY WITH THE CODE, APPLICABLE MANUALS, PROVISIONS OF THE CONSTRUCTION AND ESCROW AGREEMENTS OR THE PERMITS SHALL BE DEEMED A VIOLATION, 28. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER/DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE GOVERNING AGENCY. 29. A MINIMUM PERMISSIBLE GRADE OF 1.00% IS REQUIRED FOR PAVEMENT TO ASSURE POSITIVE DRAINAGE. IF THERE IS EXISTING PAVEMENT WHICH IS TO REMAIN DISTURBED DURING CONSTRUCTION AND IS LESS THAN 1.00%, THEN THE CONTRACTOR IS TO CHECK TO MAKE SURE THE SITE AREA WILL HAVE ADEQUATE DRAINAGE. 30. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE THAT ANY EXISTING LANDSCAPING WHICH IS TO BE RELOCATED ON THE SITE WILL BE CAREFULLY STORED IN A DESIGNATED AREA BEFORE BEING REPLANTED. COORDINATION WITH THE OWNER FOR MUTUALLY AGREEABLE STORAGE LOCATIONS FOR LANDSCAPE MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF PLANT MATERIAL THAT DOES NOT SURVIVE STORAGE AND REPLANTING. 31. CONSTRUCTION STAKEOUT SHALL BE UNDER THE DIRECT SUPERVISION OF A LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF VIRGINIA. 32. ALL FILL PLACED UNDER PROPOSED BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO 95% IN ACCORDANCE WITH ASTM D-698 OR EQUIVALENT. SPECIFICATION. 33. CONTRACTOR TO COMPLY WITH ALL SPECIFICATIONS AND RECOMMENDATIONS PROVIDED IN GEOTECHNICAL REPORT 3376-A BY ECS, Ltd. , COPY TO BE PROVIDED BY OWNER. FIRE MARSHALL DATA: THIS DEVELOPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE FREDERICK COUNTY FIRE MARSHALL AND/OR NFPA 13 AND NFPA 24, AS APPLICABLE. BUILDING CONSTRUCTION TYPE: 2C USE GROUP: M. EROSION CONTROL NARRATIVE PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A PHARMACY ON APPROXIMATELY 1.50 ACRES OF LAND. THE ENTIRE SITE IS 3.65 ACRES, LEAVING 2.15 ACRES OF RESIDUE. EXISTING SITE CONDITIONS: THE SITE IS CURRENTLY UNDEVELOPED WITH PRIMARILY GRASS COVER. THE LAND IS RELATIVELY FLAT, AVERAGING ABOUT 2% SLOPE. ADJACENT PROPERTY: .. THE SITE IS SURROUNDED ON THE NORTH BY FAIRFAX PIKE (RTE. 277) AND ON THE WEST BY DOUBLE CHURCH ROAD (RTE. 641). TO THE SOUTH IS AN EXISTING DWELLING AND TO THE EAST IS THE RESIDUE OF THE SITE. SOILS: NO SOILS INVESTIGATIONS OR INFORMATION IS PROVIDED WITH THIS (PLAN. SEDIMENT CONTROL NARRATIVE: A CONNECTION TO THE EXISTING PUBLIC WATER SERVICE IS TO BE PROVIDED ADJACENT TO THE CONSTRUCTION ENTRANCE TO CLEAN CONSTRUCTION VEHICLES BEFORE THEY ENTER THE RIGHT-OF-WAY. THE HOSE WILL BE CONNECTED AT OR AS CLOSE TO THE WATER LINE SHOWN. EROSION CONTROL NARRATIVE: AT FIRST, A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE INSTALLED ADJACENT TO FAIRFAX PIKE. NEXT, SILT FENCES (3.05) AND DIVISION DYKES (3.09) SHALL BE INSTALLED ALONG THE PERIMETER OF THE SITE AS SHOWN ON THE PLANS. FINALLY, THE SEDIMENT TRAP (3.13) SHOULD BE CONSTRUCTED ON THE EASTERN SIDE OF THE PROPERTY. THIS POND SHALL SERVE AS A TEMPORARY SEDIMENT TRAP AND SHALL BE REMOVED WHEN THE UNDERGROUND SWM PIPE STORAGE SYSTEM IS INSTALLED. THE TEMPORARY PERFORATED RISER PIPE SHOULD ALSO BE INSTALLED AT THIS TIME. THE SITE SHOULD NOT BE MASS GRADED UNTIL THE SEDIMENT TRAP IS OPERATIONAL. THE CONTRACTOR SHALL NOTIFY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT (665-5643) AFTER THE EROSION AND SEDIMENTATION CONTROLS HAVE BEEN INSTALLED PRIOR TO INITIATING THE SITE GRADING. THE CONSTRUCTION ENTRANCE, WASH RACK, SILT FENCE, AND DIVERSION DYKE SHALL REMAIN IN PLACE FOR THE DURATION OF THE LAND DISTURBING ACTIVITIES. AS FINAL GRADE IS ACHIEVED AND STORM SEWER IS IN PLACE, THE SEDIMENT TRAP SHALL BE REMOVED AND BLOCK AND GRAVEL INLET PROTECTION (3.07) SHALL BE PROVIDED. OUTFALL NARRATIVE THE SITE IS LOCATED AT THE TOP OF THE DRAINAGE SHED WITH A CONTRIBUTING DRAINAGE AREA OF 1.59 ACRES. PREDEVELOPMENT RUNOFF FOR THE 2-YEAR STORM IS 1.16 CFS. THIS RUNOFF IS DISCHARGED BY MEANS OF SHEET FLOW ACROSS THE PROPERTY FROM WEST TO EAST. A SMALL DEFINED DRAINAGEWAY LOCATED NEAR THE SOUTHEASTERN CORNER OF THE PROPERTY CONVEYS THE WATER DOWNSTREAM. WITH THE PROPOSED UNDERGROUND STORMWATER MANAGEMENT FACILITY ALONG THE EASTERN SIDE OF THE PROPERTY, NO SIGNIFICANT CHANGE IN THE STORM RUNOFF CHARACTERISTICS WILL BE CREATED. THE 2-YEAR OUTFLOW WILL BE LESS THAN THE PREDEVELOPMENT RATE OF 1.16 CFS AND THE RUNOFF WILL BE CONVEYED TO THE SAME DRAINAGEWAY BY A COMBINATION OF NON -EROSIVE SHEET FLOW AND SHALLOW CONCENTRATED FLOW. THE EXISTING OUTFALL IS ADEQUATE TO SUPPORT THIS PROPOSED DEVELOPMENT. SITE/ZONING TABULATIONS 1. SITE AREA 2. Z❑NING 3. PROPOSED USE 4, PROPOSED BUILDING AREA 5. SETBACKS: FRONT SIDE REAR 6, F.A.R. 7. BUILDING HEIGHT 8. PARKING 1 SP/200 SF FLOOR AREA X10,858 SF L❑ADING SPACE STACKING SPACES FOR PHARMACY PICK-UP WIND❑W 9, LANDSCAPED OPEN SPACE 1.50 AC, B-2 RETAIL (PHARMACY) 10,858 GSF REQUIRED PROVIDED 50' 78.6',84,1' NONE 48.0',55,6' NONE N/A 1 . O(MAX) 0, 17* 35'(MAX) 23' 55 SPACES 55 SPACES INCL. 3 HANDICAP 1 1 10(5/WIND❑W) 13 0.23AC, (15%) 0,32 AC. (21%) FAR CALCULATIONS: BLDG. AREA 10,858 SF = SITE AREA 1.50 AC 0.17 N Z � � n 86-A-77 < rn i \_ E.R. NEFF EXCAVATING, INC. ZONE: RA USE: CONTRACTORS = 00 STORAGE YARD -< QN __" 1` 1 C)rn O 3 •• 00 � p o 86-A-82 m zco o 00 JAMES L. BOWMAN o1 `� p m � -, �' ZONE: M2 & B2 PRESENT USE: VACANT o- PROPOSED USE: RETAIL m C co �' � 1 cL Cp �' Z --I o orn RESIDUE OF RITE AID PHARMACY � 1, c O PROPERTY - SITEm --A v _ �C z Z -__ FAIRFAX P�KF -- STATE ROUTE 277 60' R �O 3 9v4Gj__ �S o ) 3 -----_ _ /W - - - - - `�� Q. Qz- �� � O W o4 86-A-1186-A-12 o o a7 THOMPSON co _ � aHALL �� ZONE: B2 J co O o ¢ a ZONE:62 USE:DWELLINGUSE: SERVICE `�' �- 00 c J \ STATION o N SHEET INDEX 1. COVER SHEET 2. GRADING AND LAYOUT PLAN 3. FAIRFAX PIKE PLAN & PROFILE 4. DOUBLE CHURCH RD. PLAN & PROFILE 5. LANDSCAPE PLAN 6. STORM & SANITARY PROFILES 7. EROSION CONTROL & DRAINAGE PLAN ENGINEER'S/SURVEYORS'S CERTIFICATE THIS PROPERTY IS IN THE NAME OF JAMES L. BOWMAN AS RECORDED IN DEED BOOK 254 PAGE 71 OF THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA SCALE: 1 " = 100' WINCHESTER / 81 Q J2 STEPHENS CITY;/TE / 81 \� 340 WARREN COUNTY 0 VICINITY MAP SCALE: 1"=2000' LEGEND PROPOSED EXISTING 264 CONTOURS ;w __ 50 5 + 264 SPOT ELEVATION 4 TC TOP OF CURB BC BOTTOM OF CURB r TW TOP OF WALL ^ BW BOTTOM OF WALL HP HIGH POINT Ep EDGE OF PAVEMENT MH MANHOLE WV WATER VALVE VI, WM WATER METER 'A"v! GM GAS METER TCB TRAFFIC CONTROLS BOX LP LIGHT POLE LP/S LIGHT POLE WITH SIGNALS CURB & GUTTER - CG-2 TRANSITION FROM CG-6 CG-6R TO CG-6R CG-6 S SANITARY SEWER SL SANITARY LATERAL - 0 C.O. CLEAN OUT STORM SEWER W WATER MAIN 411. FIRE HYDRANT PLUG -- OVERHEAD WIRES ,Pf UTILITY POLE UNDERGROUND UE ELECTRIC T TELEPHONE G GAS MAIN m TRANSFORMER HANDICAP RAMP (CG-12) --. } TREES ..., • GUARDRAIL FENCE TRAFFIC FLOW LIGHT HEAVY PAVEMENT SECTION LIMITS OF CLEARING AND GRADING FINAL SITE PLAN APPROVED q _DATE_ pP� IF- FREDERICK COUNTY, VIRGINIA 11 APPROVED BY THE ZONING ADMINISTRATOR; W, &)at4 _,,� _ ��,4 ld� DATE ENGINEER OR SURVEOR WALTER L. PHILLIPS, INC. 703- 532- 6163 (X)OWNER NAME PHONE A CORPORATION ( )TRUSTEE JAMES L. BOWMAN (X) ANPNDIVIDUALP NAME 540-869-1800 PHONE P.O. BOX 6, STEPHENS CITY, VA 22655 (X)DEVELOPER ADDRESS AND ZIP CODE (X) A CORPORATION ( )CONTRACT OWNER ( ) A PARTNERSHIP ( )LESSEE S & S DEVELOPMENT, L.L.C. ( ) AN INDIVIDUAL 804- 723-1972 8330 PACIFIC AVE., SUITE 503, VIRGINIA BEACH, VA PHONE 23541 ADDRESS AND ZIP CODE Q 0 0 O cil m " 0 w o Of u-im m z O o w a Cc cn a 0 z a_ >= Z V - c� a W Lu ,a > 3 W 3rm N 0 Z a Z � 0 O W 0 V O W C V V W - W W LL File No. MISC. VA. Tax Map No.86-A-82 Job No. 95-046 Cadd Dwg. File: 95046COV SHEET: 1 OF 7 _ FOR CONTINUATION OF PAVEMENT 08.8 0 `'--- _ TRANSITION SEE BOX BELOW. I I x PROP. TEMP CONST. ESM'T. �} I TP EX. BWIRE FENCE X _ t _ NOTE: (TO IBE + jnI o` N (TO REMAIN _: _.:,., :J+ ) :::. 4.'E'?i...: i'i e�. l.;r; is?:iiCii. 4i i... E ? '•4 i.., z 6734'47'> � , CONTRACTOR TO PROVIDE R�-LOCATED) l = _ w LETTER OF PERMISSION REQUIRED ADEQUATE DRAINAGE TO FOR OFF -SITE Gfi4DING I PRECLUDE FLOODING �— SPLIT IT RAIL F._ ,.C" OF THE EX. GARAGE. 8 ' I r Fri ;. (PORTION TO BE REMOVED 164 76 { AT NEW ENTRANCE OPEN NG \ EX. GR, v� L D I v`E BE REMQV r(- } INGRESS�EGRESS , I 5 �,�' ESM'T. \ - 766 A... EX - _ �.. TRASH ENCLOSOR€- _ r767 0 67T 7 Q ,`rJ ��A'�Ac - 24' 8 O i : ; f;': (SEE DETAIL, SH _ - LIGHT 8 �MAtNI _ 7 PS @ 57,3.52 ( \ _ __ 15,R 204.1 FXI $� MUL ` ZM-E YEE P. R GP 2_.____T S\fig T -o a .. :. . 4 766 T o I rr• o 7� (IU REMa� t a.. \ Av TC 68COR 68Q C 67TC _ C O �1 �( 7 0 1 i TRAFFIC -- CG 6 COR CG-� 76 �, �' n D :.:.: :. 14" APPLt \ PROP. 10 SM'T. ~ �; _ - �� \ BARRICADE r f / ' \ PROP.26 INGRESS - EG T. --� - _ EX`t1F__-- �� o , ::.': PAkVEMENT TRANSITION CONTINUATION cv - _PRO - N 6 /7 \ i -._._._ v g6 TRMPORARY 10'STORM z QOR 768 PYL TC 39'4 W, s = 68 68 \ a ,6..R _�' �TED - ,- cn MIATCH EX. PVM'T. DRAINAGE EASEMENT S CUR COR GG `\ `\ (P`FRMANENT ESM'T. LOCATION - \ \ SUBJECT TO FUTURE DEVELOPMENT 868 N 69 T LOADING C ,v I Cs .�\ \ ON' RESIDUE) ``CG-6R I o \ �7 6 �' \ o uj ONE-WAY cn CD ° CONC. SIDEWALK ° ° n T ---- 55 � I' \ SIGN o, EXTERIOR, WALL PACK 130.9' _--- 5'R II (O jI TEMP CONVST. ' 'Y' a- LIGHT OV) R DOOR 9 - - -� '�l° c v r ' Z-+ IC 68 � CG-6R 68 I, ESM'T. o TC j J + d. QO86 A 82 \-, I { l \ \\ ZONE: B2 EX. USE: VACANT ^ V 1 r' I 1 �} I i , o \ \ fT, I PIEI-- TED" \ PROP. USE: RETAIL I 7 n \\ \\ 3 00 BTC RITE AID PHARMACY z 0 CDti y� c `\ `10,858 G SF can °00 z =\ I c,, i — — — — ¢ — _ - - — i 1-- coo 0 FF 7'b9 50 °! / � D L0 ZV) 7.Jj w BLDG. HEIGHT 23 cP O + ?< 7 1 8l n 0 { LAJ J J .1 CD n PHARMACY AREA I Y C SIGN PROP. OVERHEAD 130.5' (TYP) 22' MIN. ( I I 1 v + _-CANOPY � ..... _... __ 2 0' I �h`- -_ °C6� a � Nv o o ��� C 6 .�T, � ,SIDEWALK c 9 SR t `, I PHARMACY PICK-UP �' I _ TC 6 WINDOW -r-`�r_-L 69- TC 4 `r° '1 I r - 69 _ 35 CG 12 l _ 40 ' " ,- � Aix". 6 G 6 6 C-R TC 9T- • _ 10 PARKIN G SPA ES ® `918' f 6-8 C ggT 10 0 6 9 2 1 60 .% �� 3 Q R - o c i r 6� �1 ? ,� "ONE-WAY „ON WAY ( C.O.( Yp:� 5' 1 8' S' 8' CG-6R , -~ DO NOT ENTER" 4 4 i SE L ELOW �+ TC 7 > 1 cx , DO OT ENTER ) 68- �i r 49 SIGN SIGN INV=7.66:50 cv 206'-4" PVC,LA' ®4.37% - APPROX. LQ '+POTOM�+, cn � 50' BRL - w � , `-� - PROP. INGRESS uRIf�A1ctY F _ ,- �T r n I GRESS ES p�� ° ;LIU- - - 0 3- - « t� 7 C 6.5'R Q S I_ �„ Y MCI - 6 7 a cn 1 1 �; 4D 't-711 TRAFFIC BARRICADE 66 O �n �f' C -_ - _ C �� 6 Z fig, ,; ' r- , i r j O 6 r5 12 PARKIN _ P-ACE ®10' 18' 8TC 6 TC i EX•-h -�-•-A�-- _ PROPOSED,; TEMPORARY _.� 6 TC ss ': 7 _ _ ...._ _-- _ _. ._ �TC -t;, PAC ©1 18 1 �' ~' 4 6� i. 2 S E O X _...._ PUBLIC STREET AND F. , X- r ,_- - „ 30 66 T P CG 6 1.0� 6 69 _ AN M-- CONSTRgCTION EASEMENT _ ROP.3/4 W M 1 C�- - _ — --- -- _ FX Wv A. -�1idV 757 ,4' I A-122.98' -_ 3-12_(T-y - Ty Pry, f 1.00� CLIII _ - ' (SEE NDR ) !% ; I - EX. U _ LIGHT 69TC LIGHT _._-------- _� r `64�- - - PROP, R/W 1' CG-6 64 / - _ - T { CG- 6 6 VALVE ,Q _. PROP. 4' t NC w -- -- St6E'�tA �l: ,� 268.90 TO S TO CG 1 L _-.- ; VDOT QUOTES 12 X6-WET TAP �- � _ _, __ _ TEL Ex, WV's ! VDOT SHALL BE RESPONSIBLE 5A 66 .: R-18 9. - - BE A$ --.__. (r0 BE RE, FOR ;1 �; ; r� ; -- �- — FOR ALL FACETS OF THE DESIGN AND REMOVE EX.- - - r _ - _ �- FX i 188' _ -- - 30 __ -^M -_ :-_ ___ -_--.- - SEX f�/W' I FX.WVa CONSTRUCTION OF MODIFICATIONS TO v EA'>EM r� I G-6 . .._- _ - R-T� _ - -- _-- -� -- -- -___ __ - %r \ - - ` _- --- '� __ . - ;- -- , �• --- ---- - � _ ----- THE EXISTING TRAFFIC SIGNAL POLE r. J _ _ _/ EX. SIrN _ __- EX. TR.ArFIC OLE -_ :a6 _ STD.VDOT CG 11 ENT. _ _ REM €X. CG-6 ' °° _ _ __--- - -� - PROP. 7 X7REMOVE-EX.�7 423 SF. DEDICATED TO I aCl T� T AND RELATED STRUCTURES. CG- - 6 TO l l IRE SE R LO PUBLIC STREET PURPOSES - %--'�--' PYLON SIGN _� PROP. "STOP, - � its �D SIGN --_.__._ ._ _.___. __ H = 20' _ 1,�+✓� EX�.I _,'P4'MT_" � VDO t SF/E:ED LIMIT-35MPH..Ir,n - -_ _--- �+�. --- _ __-- _. C . .� -- ,. T SHALL ABSOLVED -a _._._._ RESPONSIBILITIES ASSOCIATED -V t i, T I -- / I WITH PROPOSED STRUCTURE 5AFm AND ITS CONNECTING STORM SEWER O �_ _ _ W.B.L. - EX. I PIPE TO STRUCTURE 5. STATE ROUTE 277 -----_ /� T,- // -- R/ , S,TA. 100+00 = FAIRFAX PIKE ROUTE 27 STA. 10+00 = 'DOUBLE CHURCH ROAD Ru+UTE 641 i -- >■ � I , FINISHED GRADE O ••• •' , �• 1.5" SM-2A SURFACE 6" PROTECTIVE ` 2.5 BM-2 BASE I P T (TYPICAL) SQUARE CQNCf�ETE „SKID 8" 21-B SUBBASE O PAD - 20 X20 X12 DEEP CAST IRON CLEANOUT CAP WITH BRASS PLUG \ 4. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER Z .0 COMPACTED SUBGRADE c' HAVING A COUNTERSUNK SQUARE EAD ' LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE O AGGREGATE BASE PANELLA MODEL PA4SV-CSK 4" TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY a ZQ 6" THICK CONCRETE SLAB PAVEMENT SECTION IS BASED ON GEOTECHNICAL REPORT 3376-A TRASH ENCLOSURE PLAN PREPARED BY ECS, Ltd. ON 11/27/95. CONTRACTOR TO COMPLY NOT TO SCALE WITH SPECIFICATION IN REPORT. REFER TO SHEETS 3 AND 4 FOR TYPICAL PAVEMENT SECTIONS WITHIN RTE. 641 AND RTE. 277 (FOR WALL SECTION & GATE RIGHT-OF-WAYS. DETAIL, SEE SHEET 6) TYPICAL ONSITE PAVEMENT SECTION CONCRETE (DEPTH 3) PANELLA MODEL PA6SV-CSK (6" THE COST OF THIS WORK. BLOCK WALL CLEANOUT PIPE �1� FCSA CONSTRUCTION NOTES t \ ` 5. THE CONTRACTOR SHALL TIE-IN ANEW LINE TO AN EXISTING V SDR 21 MANHOLE BY CORE DRILLIING THE MANHOLE. STEEL SANITARY 1. WATER AND SEWER LINES ARE TO BE CONSffiUCTED IN1``; FE POLES SEWER MAIN WYE 45° BEND ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY 6. THE SANITATION AUTHORIITY MAINTENANCE DEPARTMENT IS Q MEET ALL REQUIREMENTS OF THE FREDERICK AUTHORITY. COUNTY SANITATION RESPONSIBLE FOR THE iN`.STALLATION OF WATER METERS. BEFORE A PERMANENT METER IS `.SET, THEY REQUIRE; 1) THE FRAME AND Q COVER TO BE PROPERLY ALIGNED WITH ITS METER BOS AND YOKE M 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE Ii 6" STONE BEDDING INSPECTION BY, THE AUTHORITY. OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER _I 1 (01111 1,11111A NOTE: WHERE LENGTH OF SERVICE LATERAL TO EXCEED 75 AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHES, AND 4) ALL N.T.S. A CLEANOUT ASSEMBLY SHALL BE FURNISHED AT THE 3. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER o PROPERTY LINE. SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S 0 7 „ -0 SANITARY SEINER CLEANOUT OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED _ 1'-0" _ TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. N. T. S. CORRECTLY. H U W Q w r� am � a U O J Z N - i z � �' cn a Q > Qm wco � rn CO Ln J 0uj CO w Z LL o J WQ ­) LL Z 0 J� a�0 Z a [a_ Z a2 L O W J (L j Z U I I w /lA 1071) Q 0 0 0 m 0 w o > � � n Q z 0 0 w CK z 0 V) w 0 0 z a >= Z 0 0 = y Z a o Z 0 O 0 � V Q W a 0 � V W W W 1uL le No. MISC. VA. Tax Map No.86-A-82 Job No. 95-046 Cadd Dwg. File: 95046GR SHEET: 2 OF File No. MISC. VA. Tax Map No.86—A-82 Job No. 95-046 Cadd Dwg. File: 95046PP1 SHEET: 3 OF 7 1.5" SM-2A SURFACE 4.5" BM-2 BASE 8" 21-B SUBBASE COMPACTED SUBGRADE NORTH �. PAVEMENT DESIGN SUBJECT TO FINAL ENGINEERING CONSIDERATIONS BY VDOT. PAVEMENT SECTION FOR ENTRANCE AND TRANSMON AREAS — -- N.T.S. v 00 rn n ._ f +v �& ALPHALT PAVING x r+I r1 I I x 7'X7' PYL04 PROP, I TAMP P OP. "ST P" IGN I EX.SAN LIGHT # i MH PROP. LIGHT E;k.. 10' C&F� EASE:L,gEI�T�_.___. RAW - p N 03°56 03" E 187 X R W -� _ 6 -- - _ _ _ MATCH EX. CURB & GUTTER N 67°39'47"W - - �R .CD 2 , NQVA� '°;r" t;j 54 EX. FENCE (TO BE REMOVED) PROP. EP N 04_1- ' 28' E b' P-MT. TRANSITII J AT-Ey----PvAA-'T-- 0 I N FRONT ELEVATION �PAltjj�D ) R 0)0-------. _. _.---- �- - 4 4-�C ` +OC) DOUBLE CHURCH ROAD STD. VDOT CC-11 STATE ROUTE 641 50' R/W ENT. EX. TOP OF coi cO c° `O 00 00 001 ob ob 001 CURB c° co co� Q0 (0' I'" EX. EP PROP. TOP OF CURB 780 EX. PHYSICAL GRADE 775 EX. TOP OF CURB _ I 1 4.25'= HEIGHT 239' SIGHT DISTANCE OF OBJECT TO INTERSECTION: 770 I i � I POSTED SPEED LIMIT = 45MPH O CD 00 co r•, r d U-) 00 �t O 00 00 O � c00 N 0o 0o (o r r � 765 � EX. P I 760 i I w Q Q z 0 Q o , Ir S w =� w _ � 0 C) Z Q m D D z O W o U w Z O W 0 w Z w cno LLJ ww o m - p it Ja- N it 00 II II mot- r7 —� + O + O In co + (o + + V C_) 0- tii <L cn <C cn r- Q <C cn (n 10+00 11 +00 12+00 171 > < d - W -. x UJ X z I w C 0 m (---41w I I n I I n � � o0 CTi rn ro"t N N N (n METAL FRAMED GLASS & DOORS .91 a0 0 N co 780 775 3.5' HEIGH OF EYE 7 70 450' SIGHT OISTANCE .._. .._ _ 765 _ _ I I 4.25'= HEIGHT OF OBJECT 760 I F- J I z LLJQ Z �- zw z (D w o Q o U o � ZLli Z U w m � o ;;j II I I co + + 13+00 14+00 15+00 16+00 17+00 H U U J Q w a � Q � � U J N z Lkj (4c> Is m .J LLJ =, U c N of Ltj z LL� w LL �o ca z II J� Lucy a� O aN �- � W 0.. o ^O U N1 a w Q A 0 m `a -7' w o � OJ 11 0 O a �- cl- m 0 W 7 O D' � m D- m Q z � O o 0 w CK- 0 cy— CL w 0 -m- J LL O W � a V Z Z Q �t 0 oc J 5 _ V >• yz 0 _ 0 0 V 'Q IL o V x V W uu ~ W�' J W OC um File AIn l;AIC(' ll0 Tnv kAnn Mn RA-A-R? Ink Nn OrMAF (nrlrl fiwn Files• Qr,04-RPPl I SHFFT- 4 OF 7 STORM INLET COMPUTATIONS 770 766 764 762 760 772 770 764 762 760 6 94' 136" CMP (12 GA) @ 0.22% 0 z -------- - LE, 0 11 11U1,1, U11AU1_ PROP. GRADE ------- - ----- EX. GRADE T T z (D Lij z z C'� z 0 --o- - 'D r- low C"A W w C-4 w 't C'4 w CD Lj +II II II II C) 11 Ln z c\j 00 II II 0 z: rn z: z: Izz OK 6_ o- o- 0+00 1+00 1+00 STORM SEWER PROFILE HORIZ. SCALE: 1"=20' VERT. SCALE. 1"=2' (j 18" RCP OUT T 770 766 762 S FRAME TOP ELE 760 18" RCP OUT JOINT (TYP.) PLAN (7Tn I k I I CT JOINT (TYP.) SECTION DETAIL MODIFIED MH-1 STRUCTURE #2 SCALE 1/2" = 1' NOTE: ALL MATERIALS, CONSTRUCTION AND DIMENSIONS SHALL CONFORM TO A STANDARD VDO1T CONCRETE MH-1 EXCEPT AS NOTED. 36" CMP IN CMP IN INLET wuj 2.Q.. u < < LL : X L4 W Lu ('S un Lu u v S w 0: r. �- e X (n 0 a 04 0 En (D '%q'. .' LL- -­� (n %�' M Lu V) W < ixZ m M W P: X 0 . CC �� F_ ff X V) 0 LAJ + 1­0 -0 Lj WO -a < c< V) W z 91� nm< W cy — u cy En (n 4) X X -)g m X V) W cy 10 DI-3B 4 0,37 0.90 0,33 0.08 0.30 0 . 0 3. 0.3 6 3.5 0 1 .65 0. 0 0 1.65 L.P, QL= 0.41 0.27 0.42 0.65 2. 06 9 DI-4A 2,5 0, 10 0.90 0, 09 0, 09 3.50 0.35 0, 00 0.3 L. P. QL= 0, 14 0, 15 0.42 0.32 2, 00 51DI-4131 4 0,23 O�90 0,21 0, 01 0.30 003 0.2113,5010.7410.00 0.74 L.P. QL= 0, 19 0, 17 0.42 0.40 2. 00 3 DI-413 4 0,090.90 0,080,0813.5010.32�).0010.3210-01010,0185 1.9 2.0 11050,0833 .511.0 =,560,148PI164,4.0 0 1 . 0) 0,3210. 00 5A DI-3B 12 0.46 0.73 0.34 0.34 17.27 12,44 10, 0012.44 10. 016 1 0,05 4.37 2. 0010.46 F08 .70 10.80 7D 1- .8010. 1210.14110.9011.10 1.010 2,44 1 0.00 STORM DRAIN COMPUTATIONS FROM POINT TO POINT AREA DRAIN 'A' ACRES RUN- OFF COEF. C CA INLET TIME MIN- UTES RAIN FALL IN/HR RUNOFF Q C.F.S, INVERT UPPER END ELEV'S LOWER END LENGTH FT, SLOPE FT,/F. DIA. IN CAPA- CITY C, F . S, VEL, F. P. S. FLOW TIME SEC. INCRE- MENT ACCUM- ULATED (1) (2) (3) (4) 1 (5) (6) (7) (8) (9) (10) (11) (12) 1 (13) (14) (15) (16) (12) 9 8 0.45 0.80 0.36 0,36 5 6.8 2,45 764,56 764.01 55 0.005 15' RCP 4,6 3.8 14.2 8 7 0.10 0.90 0.10 0.46 5 6,8 1 3,13 762. 49 762, 43 59 0,001 36# CMP) 5 4 0.24 0.88 0,21 0.21 5 6,8 1,44 762 - 50,762.30 42 0.004 36' C (-. SWM STORAGE 4 3 0.26* 0.90 0.23 0,44 5 6,8 2,99 762,30 762,27 32 0.0010 36* CMP 3 2 0.09 0,90, 0.08 0. 52 5 6 .8 3,54 762.27 762.21 100 10. 0010 _�" CMP _j 2 1 0 0 0 0.98 5 6,8 6,66 762.20 761-99 25 0.0083 18' RCP 9,7 5.9 4.22 5A 5. 1 0,46 0.731 0.34 1 0.34 5 1 6.8 1 2.31 762,80762,60 20 10 - 0100 15' 1CP 6.8 5.9 39 1 3. 1 ROOF 2" THICK SOLID CONCRETE NRY CAP 8 "' X 8" X 16" STANDARD HOLLOW CONCRETE BLOCK ABOVE GRADE. PAINTED BROWN 1/2" PREMOLDED EXPANSION JOINT FILLER 6" THICK CONCRETE SLAB 6 X 6 X 6 /6 WWM 6" COMPACTED SUBBASE TOP OF SLAB 8" X 8" X 16" STANDARD HOLLOW CONCRETE BLOCK BELOW GRADE, WITH HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICALLY. COMPACTED SUBGRADE l'-4" WIDE X 8" THICK CONCRETE FOOTING WITH �.2) CONTINUOUS #4 TRASH ENCLOSURE SECTION BARS. L R INFORCING BARS TO BE SET N METAL CHAIRS) NOT TO SCALE 1 3/4"1 3 1/2" E. W. 1/2" GATE HINGE NOT TO SCALE T-111, PAINTED- 10" MAX. TOP AND BOTTOM PROVIDE BARN STOP AND LOCKING HARDWARE; PROVIDE STEEL PIPE RECEPTACLE FOR BARN STOP. PIPE CLAMPS SCREWED TO GATE WITH WASHER SPACERS TO FACILITATE SLIDING. PIPE SLEEVE SET IN CONCRETE TO RECEIVE BARN GATE STOP 4" LONG. EXTEND 1/4" ABOVE CONCRETE. FUTURE SWIM 3/8" T. STL. PL. COPE & WELD AROUND POLE; RADIUS FRONT -5/8"0 STL. PIN WELD TO PLATE, WELD CAP NUT TO PIN 3/8" T. STL. PL. WELD TO PLATE & POST 1/4" T. X 2 1/2" STL. PLATE 2 - 3/8"0 STL. THRU-BOLTS WITH NUTS & WASHERS STEEL POST GATE FRAMING ROUNDED CONCRETE TOP PAINTED BROWN ENCLOSURE WALL 0 _+_6" STEEL POLE, FILLED -Ln WITH CONCRETE, PAINTED BROWN. SEE DETAIL TOP OF SLAB _0 l'-8" 0 CONC. BASE STANDARD CONC. BRICK c-) 3) 0 A 4 5 cD r< 5 Pc) — (0 Ln R Lj� (3 0 (D j C) 6 7 j 0 C'4 I cu pOF-cIoIDII9 0 r - 14 T� C6 C) 0 CWf- CWFtD-1 _CCD C) ��IIJ�I N�IIt!,!1I� U-) Ill 11 ILn 11 0 C) m 0 0 0 W 0 Z'I�I 0 - - f-II +1ijI� ---- ---- k_59'-36" 25'-18" qC 2- GA) @ & 10% 42'-36" GMP (12 GA) 20'- 1 5"RCP 7�- Al--f-U.Tut - COP i 55-15" RCP CL2 @ 0,50% 7' -36" CMP (12GA) CL 2 @ 0.83% PLIII @1.00% @ 0.10% PROP. GR*DE TP ii Pf=. GRADE_ PRoP. ------- - GRADE PROP. GRADE PROP. GRADE L------77777_ _ _-...._-. 'I� III ------- lII EX. GFAI)E _ EX, GRADE I I iII 1I\ EX. GkADE I�; __ _ ___ - lIIt AT . ..... . L kL --------- I; 0 co V) 0 z z CN* C, Lrl �L C 0 LLJ Z Lo z 0 ij oc 0 u� z z z z , z z' 0 < Lc' Ln C\ c� z X r') 11 II LLJ LLJ II _Crw1_I-O V) 0 0 (D Z z 0 ! 11 (D _j 1110 N I 0 _j 00 + X _j - _j 0) r- 00 U Lj LJ r- 1­ LLJ r-4 0 Ld 00 w C"4 " r-, U M r"I Pj n 10 r`1 (N I - < 0 4 C-4 - CP-- m N9 N c'A I (D F- C-A 0 0 + 0 7 fl- C) F_ I LAJ �Z-;II < �Ii(�Ii:jI�I LLJ �-OII. _j z t (D I,I`I'I z: I IDI_ X O > z z i z O+ z 11 z Ln C) 0 rn i C) LLJ > > 00 N co > > 0:� CD a- z a- CIA I 0) (D .1 0 (.0 �t cl-i :; 0 > r- ()0 0) 0 +II + z z: + z + + + N_zc-AKNKN z a- i + CIA + L2 c`A + 0 z + z + z ('A z z + CIA, I z + + 0 z < X i - i 1+00 + 2+00 + 0+00 + STORM SSWRWPSEWH_E9DR0FILES HORIZ. SCALE: I'H:CZUZ. SCALE: I"=20' VERT. SCALE: SCALE: 1"=2' 1+00 + 2+00 TEST PIT REQ'D TO DETERMINE EXACT LOCATION OF WATERLINE. WATERLINE TO BE ADJUSTED IN EVENT OF CONFLICT. + NOTE: ALL CORRUGATED METAL PIPE SHALL BE ALUMINIZED CORRUGATED STEEL PIPE OR EQUIVALENT. 772 770 KOM 766 764 762 760 0+00 STRUCTURES MODIFIED ADJUST MINIMUM HEIGHT TO THAT SPECIFIED ON PLAN. 4., co 7- 6 711 0-1 :3-- Ln LLJ 09 0 LL1 J V _ u. o � CC., >= o� = y z Uja- z 3: uiLu 0 m Q Lu IL � V_ 2n; OC LLI 0 UJI CC c� ul f L 'ile No. MISC. VA. Tax Map No.86-A-82 Job No. 95-046 Cadd Dwg. File: 95046PF1 r D D C, r- QC =dq&\4 rZ IN I . __\ N 767 o 2. 0I C it E L0 12" C 'IMP 2 times the riser diameter 12" IP 7 Th rE spa 08 QD and tota 3 5�' A VQQ 94.172, C CCII be now 44 4 4.1 . the CIO IP -per- 4 L 10. 4 &6 A=0.1 C. N 6Z-,39,4 0 A 216 E'ERFQRATEQ RIS :R DETAIL 47 6--- 1 ie A=:0.451 AC& T C=0.90 e rows of 1" holes ced 6" apart vert.; 12" horz.(9 holes 1) ravel cone of T #1 crushd _ta,gte shall placed around riser to prevent QmLof the orations. 15" perf. corrugated-----, metal riser I Z) Lconc. base or 1/4" steel base (as shown) (DRY STORAGE = 3270 CF STORAGE VQ_QME IREQUIEED PIPE CUTLET SEDIMENT TRAP (1 TO 3 ACRES OF DISTURBED AREA) NOT TO SCALE 17 EROSION AND SEDIMENT CONTROL MEASURES: 0 Cn SEDIMENT AND EROSION CONTROL MEASURE'S ARE TC BE INISTALLED AT THE START OF GRADING. 0 cr) < 70 '1 0 W (JI 2. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MAJNTAINED II UNTIL ALL GROUND DISTURBING ACTIVITY CEASES AND PERMANENT cy- > <3� E. STABILIZATION OF ALL DISTURBED AREAS IS COMPLETE. A=0.26, AC. cr_ Uj 4� < __j C=0.82 . .... 3. ALL STANDARDS AND SPECIFICATIONS REFER TO THE VIRGINIA EROSION M U ii AND SEDIMENT CONTROL HANDBOOK. S 4. TOPSOIL SHALL BE STRIPPED FROM AREAS TO EE GRADED AND STOCKPILED FOR LATER USE. STOCKPILE LOCATIONS SHALL BE ROOF DRAIN TO S TR. #4 \z APROVED BY THE OWNER'S REPRESENTATIVE. 5. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED AND MAIINTAINED FOR THE DURATION OF ALL DISTURBING ACTIVITIES AS SHOWN (ON THE PLAN 0, k 4"" PER STD. AND SPEC, NO. 1.01, NO CONSTRUCTION TRAFFIC SHALL BE: PERMITTED TO ENTER THE SITE OTHER THAN FAIRFAX PIKE: UNTIL 03 PARKING LOT IS PAVED. 4 C, 6. ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT ITO BE CONSTRUCTED UPON SHALL BE PERMANENTLY STABILIZE[) IIMMEDIATELY C"i FOLLOWING FINISH GRADING BY SEEDING AND MULCHING PE'R STD. ANC SPEC. NO. 1.66 AND 1.75. 100,0 A=0.24 AC. 7. BARE SOIL SURFACES NOT AT FINISH GRADE, WHICH WILL BE EXPOSED MORE THAN 14 DAYS, SHALL BE STABILIZED WI__H TEMPC1R4RY SEEDING AND MULCHING DER STD. AND SPEC. NOS. 1.65 AND 1,75, 50' BRL 1 u, _.��� ' •+ �, j' < + r7l 1 AC 0 T r' FAD AND GRUB TO K T r) X 0 L kj INSTALL THE TEMPORARY URMOv _)LIL111VILINI TRAP >< t 11\ AND EMBANKMENT ONLY, IP COMPLETION OF THE TEMPORAR`/ SEDIMENT TRAP, CLEAR AND 59. FOLLOWING U '0 GRADE THE REMAINDER OF THE SITE. 122. 98' k Af R 268,90 IE X `6 Ilb 0 AL =A EX.R/W TC 00 — C B P c,_yL �PELTI�5' X. L-T A, 1; 1z _; TA TE ROUTE 277 Rn' P I\Al .00007 n Tr- '1 -7 -7 SEDIMENT TRAP COMFIUTA111ONS 7 TRAP NUMBER CONTRIBUTING AREA (AC.) REQUIRED PROVIDED STORAGE (CF) STORAGE (CF) I (27 CF/CY (134 CY/AC) (27 CF/ , CY (134 CY/AC) I TRAP DIMENSIONS SURFACE AREA(SF) * D (FT) EMBANKMENT HEIGHT (FT) EMBANKMENT WIDTH (FT) OUTLET TYPE WET DRY WET DRY WET DRY - 1 1.44 2610 2610 1) 920 3270 2920 X 1,0' 3270 X 1. 0' 3.5 0 PIPE OUTLET TOPSOIL STOCKPILE AREA MAY BE FIELD ADJUSTED BY CONTRACTOR AS CONSTRUCTION PROGRESS BUT SHALL AT ALL TIMES BE PROTECTED BY APPROPRIATE EROSION AND SEDIMANT CONTROLS AS APPROVED BY THE FREDERICK COUNTY INSPEC-OR. EROSION CONTROL LEGEND KEY TITLE SYMBOL. CC )E TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH WASH RACK 0 SILT FENCE X(,x � x ell% STORM DRAIN INLET PROTECTION o CI) TEMPORARY SEDIMENT TRAP 0 0-.44. oDRAINAGE DIVIDES c (STORM 'SEWER COMPUTATIONS) 0DRAINAGE DIVIDES (TEMPORARY SEDIMEN' TRAP COMPUTATIONS) 01D DIVERSION DYKE LIMITS OF CLEARING AND GRADING THIS PLAN TO BE USED FOR EROSION CONTROL &DRAINAGE ONLY = 2920 CF z JI Uj Af rq z Oct c1c: 0 Ca =j tlow% v4wor z 0 0 z Co �111 04 0 W, LU o a. C) LLJ > 0 D:: . a- Q:: CC) Lj 0 cs a. V) Lj.j 0 o >= 0 0. z 0 0 =111 0 0 LL1 a. 0 LU ULj Imm a IUU LjL le No. MISC. VA Tax Map No,86-A--82 Job No. 95-046 Cadd Dwg. File: 95046ER2 SHEET-. 7 OF -1 s CONSTRUCTION NOTES 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGES WHICH MAY OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN IN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 2. THE CONTRACTOR SHALL DIG TEST PITS AS REQUIRED FOLLOWING NOTIFICATION AND MARKING OF ALL EXISTING UTILITIES BY MISS UTILITY, OR THE UTILITY OPERATOR TO VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES. TEST HOLES TO BE PERFORMED AT LEAST 30 DAYS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY TO THE OWNER AND ENGINEER. REDESIGN AND APPROVAL BY REVIEWING AGENCIES SHALL BE OBTAINED, IF REQUIRED. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS OBTAINED FROM ANY AUTHORITY ISSUING PERMITS. 4. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION. 5. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR CAUSING EXISTING UTILITIES TO BE DISCONNECTED. 6. THE DEVELOPER SHALL PROVIDE OVER -LOT GRADING TO PROVIDE POSITIVE DRAINAGE AND PRECLUDE PONDING OF WATER. 7. FINISHED GRADES SHOWN IN PROFILE FOR FINISHED TOP OF CURB GRADES ON EXISTING ROADS SHALL BE FIELD ADJUSTED AS REQUIRED TO CONFORM TO THE INTENT OF THE TYPICAL SECTION USING THE EXISTING EDGE OF PAVEMENT AS THE CONTROL POINT. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE EXISTING RIGHT-OF-WAY TO THE FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR THE PONDING OF WATER ON THE ROADWAY. THE EXISTING PAVEMENT SHALL BE RECAPPED AND/OR REMOVED AND REPLACED AS REQUIRED TO ACCOMPLISH THIS REQUIREMENT. CURB FORMS SHALL BE INSPECTED AND APPROVED FOR HORIZONTAL AND VERTICAL ALIGNMENT BY VDOT AND/OR FREDERICK COUNTY INSPECTORS PRIOR TO PLACING OF CONCRETE. 8. ALL AREAS, ON OR OFF -SITE, WHICH ARE DISTURBED BY THIS CONSTRUCTION AND WHICH ARE NOT PAVED OR BUILT UPON, SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION. THE MINIMUM ACCEPTABLE STABILIZATION SHALL CONSIST OF PERMANENT GRASS, SEED MIXTURE TO BE AS RECOMMENDED BY THE COUNTY AGENT. ALL SLOPES 3:1 AND GREATER SHALL BE SODDED AND PEGGED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY FREDERICK COUNTY. 9. EXISTING WELLS SHALL BE PERMANENTLY ABANDONED IN ACCORDANCE WITH VIRGINIA STATE WATER CONTROL BOARD REQUIREMENTS. 10. EXISTING SEPTIC FIELDS SHALL BE ABANDONED IN ACCORDANCE WITH VIRGINIA HEALTH DEPARTMENT STANDARDS AND SPECIFICATIONS. 11. ALL OVER HEAD POLE LINES SHALL BE RELOCATED AS REQUIRED BY THE OWNING UTILITY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL ARRANGEMENTS AND COORDINATING ALL WORK REQUIRED FOR THE NECESSARY RELOCATIONS. 12. THE CONTRACTOR IS ADVISED THAT THE VIRGINIA DEPARTMENT OF TRANSPORTATION MAY REQUIRE AS A PART OF THE PERMIT THAT, TO THE MAXIMUM EXTENT POSSIBLE, ALL NEW UTILITIES WILL BE BORED, TUNNELED OR JACKED AND THAT NO PAVEMENT CUTS WILL BE ALLOWED. 13. SUBBASE MATERIAL SHOWN ON THE TYPICAL STREET SECTION SHALL CONFORM TO VDOT SPECIFICATIONS SECTION 209. PAVEMENT THICKNESS AS SHOWN ON THE PLAN ARE BASED ON AN ASSUMED SOIL SUPPORT VALUES (S.S.V.) OF 8 UNLESS OTHERWISE NOTED. A QUALIFIED SOILS TESTING FIRM SHALL BE ENGAGED BY THE CONTRACTOR TO DETERMINE THE ACTUAL S.S.V. IN ACCORDANCE WITH "A DESIGN GUIDE FOR SUBDIVISION PAVEMENTS IN VIRGINIA" BY N.K. VASWANI, OCTOBER 1973, VHRC 73-821 AS AMENDED. SOIL SUPPORT VALUES SHALL BE OBTAINED AT EACH CHANGE IN SUBGRADE SOILS AND AT A MAXIMUM SPACING OF 500 FEET WHERE SUBGRADE SOILS REMAIN CONSTANT. S.S.V. SHALL BE FURNISHED TO THE ENGINEER AND THE ENGINEER SHALL REVISE THE PAVEMENT DESIGN THICKNESS TO SHOW THE ACTUAL DEPTH OF PAVEMENT MATERIAL REQUIRED AND SHALL SUBMIT THE REVISION TO THE FREDERICK COUNTY FOR REVIEW AND APPROVAL, IF REQUIRED. THE CONTRACTOR IS ADVISED NOT TO BRING THE AREA SUBJECT TO THIS REVISION TO FINISHED GRADE UNTIL AFTER THE REVISED PAVEMENT SECTION IS APPROVED. 14. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL VERIFY FROM THE ARCHITECTURAL DRAWINGS ALL DIMENSIONS, DETAILS, AND TREATMENTS FOR THE PROPOSED BUILDINGS, WALKWAYS, AND OTHER PROPOSED CONSTRUCTION WHERE INDICATED ON THE PLANS. 15. THE CONTRACTOR IS TO VERIFY INVERT, SIZE AND LOCATION OF BUILDING UTILITY CONNECTIONS WITH THE MECHANICAL PLANS PRIOR TO PLACEMENT OF UNDERGROUND UTILITIES. 16. NO UNDERGROUND SOILS INVESTIGATION HAS BEEN PERFORMED BY WALTER L. PHILLIPS, INC. 17. EXISTING BUILDINGS, FENCES AND OTHER EXISTING PHYSICAL FEATURES ARE TO BE REMOVED AS REQUIRED BY THE CONTRACTOR. 18. ALL PROPOSED SIDEWALK, CG-6, CG-2 OR CG-6R IS TO BE CONSTRUCTED WITH A MINIMUM 4" AGGREGATE BASE. 19. EXISTING CONSTRUCTION SHALL BE REMOVED TO NEAREST JOINT. NEW CONSTRUCTION SHALL BE PROVIDED AS SHOWN AND ANY DAMAGED AREA SHALL BE REPAIRED TO MATCH CONDITIONS EXISTING PRIOR TO CONSTRUCTION. 20. DAMAGE TO ANY EXISTING ENTRANCES, CURB AND GUTTER, PAVEMENT OR OTHER EXISTING STRUCTURES NOT PROPOSED TO BE DISTURBED WITH THIS DEVELOPMENT , WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED TO THE SATISFACTION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND ANY ADJOINING OWNERS THAT MAY BE AFFECTED. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A SMOOTH TRANSITION TO EXISTING CURB. 22. ALL PRIVATE BUILDING CONNECTIONS ARE TO BE INSTALLED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 23. SEE ARCHITECTURAL AND/OR LANDSCAPE DRAWINGS FOR DIMENSIONS AND DETAILS FOR ALL RETAINING WALLS. ALL ON -SITE RETAINING WALLS ARE SUBJECT TO A SEPARATE BUILDING PERMIT TO BE OBTAINED BY OWNER. THIS PLAN IS FOR APPROXIMATE LOCATION AND PROPOSED GRADING ONLY. GEOTECHNICAL AND STRUCTURAL DESIGN TO BE ACCOMPLISHED BY OTHERS. 24. TOPS OF EXISTING STRUCTURES WHICH REMAIN IN USE ARE TO BE ADJUSTED IF REQUIRED, IN ACCORDANCE WITH THE GRADING PLAN. ALL PROPOSED STRUCTURE TOP ELEVATIONS ARE TO BE VERIFIED BY THE CONTRACTOR WITH THE SITE GRADING PLANS. IN CASE OF CONFLICT, THE GRADING PLAN SHALL SUPERSEDE PROFILE ELEVATIONS. MINOR ADJUSTMENTS TO MEET FINISHED GRADE ELEVATIONS MAY BE REQUIRED. 25. SEE LANDSCAPE PLAN FOR ALL ON -SITE PLANTING AND LANDSCAPE DETAILS. 26, ALL DUMPSTERS/TRASH COMPACTORS ARE TO BE SCREENED. 27. THE DESIGN, CONSTRUCTION, FIELD PRACTICES AND METHODS SHALL CONFORM TO THE REQUIREMENTS SET FORTH BY THE GOVERNING AGENCY AND IT'S CURRENT ZONING ORDINANCE AND CONSTRUCTION STANDARDS MANUAL. FAILURE TO COMPLY WITH THE CODE, APPLICABLE MANUALS, PROVISIONS OF THE CONSTRUCTION AND ESCROW AGREEMENTS OR THE PERMITS SHALL BE DEEMED A VIOLATION. 28. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER/DEVELOPER OR HIS AGENT OF ANY LEGAL RESPONSIBILITIES WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE GOVERNING AGENCY. 29. A MINIMUM PERMISSIBLE GRADE OF 1.00% IS REQUIRED FOR PAVEMENT TO ASSURE POSITIVE DRAINAGE. IF THERE IS EXISTING PAVEMENT WHICH IS TO REMAIN DISTURBED DURING CONSTRUCTION AND IS LESS THAN 1.00%, THEN THE CONTRACTOR IS TO CHECK TO MAKE SURE THE SITE AREA WILL HAVE ADEQUATE DRAINAGE. 30. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE THAT ANY EXISTING LANDSCAPING WHICH IS TO BE RELOCATED ON THE SITE WILL BE CAREFULLY STORED IN A DESIGNATED AREA BEFORE BEING REPLANTED. COORDINATION WITH THE OWNER FOR MUTUALLY AGREEABLE STORAGE LOCATIONS FOR LANDSCAPE MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF PLANT MATERIAL THAT DOES NOT SURVIVE STORAGE AND REPLANTING. 31. CONSTRUCTION STAKEOUT SHALL BE UNDER THE DIRECT SUPERVISION OF A LICENSED LAND SURVEYOR IN THE COMMONWEALTH OF VIRGINIA. 32. ALL FILL PLACED UNDER PROPOSED BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED TO 95% IN ACCORDANCE WITH ASTM D-698 OR EQUIVALENT. SPECIFICATION. 33. CONTRACTOR TO COMPLY WITH ALL SPECIFICATIONS AND RECOMMENDATIONS PROVIDED IN GEOTECHNICAL REPORT 3376-A BY ECS, Ltd. , COPY TO BE PROVIDED BY OWNER. FIRE MARSHALL DATA: THIS DEVELOPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE FREDERICK COUNTY FIRE MARSHALL AND/OR NFPA 13 AND NFPA 24, AS APPLICABLE. BUILDING CONSTRUCTION TYPE: 2C USE GROUP: M. EROSION CONTROL NARRATIVE PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT A PHARMACY ON APPROXIMATELY 1.50 ACRES OF LAND. THE ENTIRE SITE IS 3.65 ACRES, LEAVING 2.15 ACRES OF RESIDUE. EXISTING SITE CONDITIONS: THE SITE IS CURRENTLY UNDEVELOPED WITH PRIMARILY GRASS COVER. THE LAND IS RELATIVELY FLAT, AVERAGING ABOUT 2% SLOPE. ADJACENT PROPERTY: THE SITE IS SURROUNDED ON THE NORTH BY FAIRFAX PIKE (RTE. 277) AND ON THE WEST BY DOUBLE CHURCH ROAD (RTE. 641). TO THE SOUTH IS AN EXISTING DWELLING AND TO THE EAST IS THE RESIDUE OF THE SITE. SOILS: NO SOILS INVESTIGATIONS OR INFORMATION IS PROVIDED WITH THIS PLAN. SEDIMENT CONTROL NARRATIVE: A CONNECTION TO THE EXISTING PUBLIC WATER SERVICE IS TO BE PROVIDED ADJACENT TO THE CONSTRUCTION ENTRANCE TO CLEAN CONSTRUCTION VEHICLES BEFORE THEY ENTER THE RIGHT-OF-WAY. THE HOSE WILL BE CONNECTED AT OR AS CLOSE TO THE WATER LINE SHOWN. EROSION CONTROL NARRATIVE: AT FIRST, A CONSTRUCTION ENTRANCE WITH WASH RACK (3.02) SHALL BE INSTALLED ADJACENT TO FAIRFAX PIKE. NEXT, SILT FENCES (3.05) AND DIVISION DYKES (3.09) SHALL BE INSTALLED ALONG THE PERIMETER OF THE SITE AS SHOWN ON THE PLANS. FINALLY, THE SEDIMENT TRAP (3.13) SHOULD BE CONSTRUCTED ON THE EASTERN SIDE OF THE PROPERTY. THIS POND SHALL SERVE AS A TEMPORARY SEDIMENT TRAP AND SHALL BE REMOVED WREN THE UNDERGROUND SWM PIPE STORAGE SYSTEM IS INSTALLED. THE TEMPORARY PERFORATED RISER PIPE SHOULD ALSO BE INSTALLED AT THIS TIME. THE SITE SHOULD NOT BE MASS GRADED UNTIL THE SEDIMENT TRAP IS OPERATIONAL. THE CONTRACTOR SHALL NOTIFY THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT (665-5643) AFTER THE EROSION AND SEDIMENTATION CONTROLS HAVE BEEN INSTALLED PRIOR TO INITIATING THE SITE GRADING. THE CONSTRUCTION ENTRANCE, WASH RACK, SILT FENCE, AND DIVERSION DYKE SHALL REMAIN IN PLACE FOR THE DURATION OF THE LAND DISTURBING ACTIVITIES. AS FINAL GRADE IS ACHIEVED AND STORM SEWER IS IN PLACE, THE SEDIMENT TRAP SHALL BE REMOVED AND BLOCK AND GRAVEL INLET PROTECTION (3.07) SHALL BE PROVIDED. OUTFALL NARRATIVE THE SITE IS LOCATED AT THE TOP OF THE DRAINAGE SHED WITH A CONTRIBUTING DRAINAGE AREA OF 1.59 ACRES. PREDEVELOPMENT RUNOFF FOR THE 2-YEAR STORM IS 1.16 CFS. THIS RUNOFF IS DISCHARGED BY MEANS OF SHEET FLOW ACROSS THE PROPERTY FROM WEST TO EAST. A SMALL DEFINED DRAINAGEWAY LOCATED NEAR THE SOUTHEASTERN CORNER OF THE PROPERTY CONVEYS THE WATER DOWNSTREAM. WITH THE PROPOSED UNDERGROUND STORMWATER MANAGEMENT FACILITY ALONG THE EASTERN SIDE OF THE PROPERTY, NO SIGNIFICANT CHANGE IN THE STORM RUNOFF CHARACTERISTICS WILL BE CREATED. THE 2-YEAR OUTFLOW WILL BE LESS THAN THE PREDEVELOPMENT RATE OF 1.16 CFS AND THE RUNOFF WILL BE CONVEYED TO THE SAME DRAINAGEWAY BY A COMBINATION OF NON -EROSIVE SHEET FLOW AND SHALLOW CONCENTRATED FLOW. THE EXISTING OUTFALL IS ADEQUATE TO SUPPORT THIS PROPOSED DEVELOPMENT. SITE/ZONING TABULATIONS 1, SITE AREA 2, ZONING 3, PROPOSED USE 4, PROPOSED BUILDING AREA 5, SETBACKS: FRONT SIDE REAR 6, F.A.R. 7, BUILDING HEIGHT 8, PARKING 1 SP/200 SF FLOOR AREA X10,858 SF LOADING SPACE STACKING SPACES FOR PHARMACY PICK-UP WINDOW 9. LANDSCAPED OPEN SPACE FAR CALCULATIONS: BLDG. AREA SITE AREA 1.50 AC. B-2 RETAIL (PHARMACY) 10,858 GSF REQUIRED PROVIDED 50' 78.6',84,1' NONE 48.0,55,6' NONE N/A� 1 , O(MAX) 0, 17* 35'(MAX) 23' 55 SPACES 55 SPACES INCL, 3 HANDICAP 1 1 10(5/WINDOW) 13 0.23AC, (15%) 0.32 AC, (21%) 10,858 SF = 0.17 1.50 AC i N � z � i Z 86-A-77 �< aQO t E.R. NEFF EXCAVATING, INC. m v ZONE: RA USE: CONTRACTORS = r 00 STORAGE YARDv � 0 Co Z C� � 3 rri 70 © > Ij 86-A-82 M w co Z) z N O cn -' c o C7 z --4 ..,.l co JAMES L. BOWMAN �� p i ZONE: M2 & B2 PRESENT USE: VACANT a' PROPOSED USE: RETAIL rn ' Z �' o orn v ^� RESIDUE OF RITE AID PHARMACY�i , c 0 00 PROPERTY - SITE rn _ ' r ; D = ATE ROUTE 277 EKE FAIRFAX P � � '1 60 R /W C7 - ti - 4; O W o c� o pFxcl)ocx)i J-- 86-A-12 86-A-11 THOMPSON 4��� ob o 0 3 ' `°v� �; HALLco �W iv Q _, Q 00 v, cn 00 r~ w `ZONE: B2 -� a Q ai �' ZONE: B2 USE: DWELLINGo; p o<c a USE: SERVICE 0oz 00 � � 00 J g \ STATION ti N N \� N a SHEET INDEX 1. COVER SHEET 2. GRADING AND LAYOUT PLAN 3. FAIRFAX PIKE PLAN & PROFILE 4. DOUBLE CHURCH RD. PLAN & PROFILE 5, LANDSCAPE PLAN 6. STORM & SANITARY PROFILES 7. EROSION CONTROL & DRAINAGE PLAN ENGIN EER'S/SURVEYORS'S CERTIFICATE THIS PROPERTY IS IN THE NAME OF JAMES L. BOWMAN AS RECORDED IN DEED BOOK 254 PAGE 71 OF THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA SCALE: 1 " = 100' N WINCHESTER 81 q- J2 SlTEPHENS TE CITY r / fps l CY- O z`+ 81 340 F- 0 0�- WARREN COUNTY 5 VIICINITY MAP SCALE: 1 "=2000' LEGEND PROPOSED EXISTING - 264 CONTOURS 50 r, + 264 SPOT ELEVATION TC TOP OF CURB r BC BOTTOM OF CURB TW TOP OF WALL Al BW BOTTOM OF WALL HP HIGH POINT EP EDGE OF PAVEMENT MH MANHOLE WV WATER VALVE J WM WATER METER Nti l! GM GAS METER TCB TRAFFIC CONTROL BOX LP LIGHT POLE LP/S LIGHT POLE WITH SIGNALS CURB & GUTTER - - CG-2 TRANSITION FROM CG-6 - -1 CG-6R TO CG-6R 6- CG-6 t: S SANITARY SEWER SL SANITARY LATERAL o C.O. CLEAN OUT STORM SEWER - W WATER MAIN ,k _ .♦. FIRE HYDRANT c PLUG - OVERHEAD WIRES _ ', UTILITY POLE c UNDERGROUND - UE ELECTRIC T TELEPHONE - - - - G GAS MAIN m TRANSFORMER .; HANDICAP RAMP (CG-12) 0 } TREES .. • a a a GUARDRAIL FENCE --- - - TRAFFIC FLOW LIGHT HEAVY PAVEMENT" SECTION LIMITS OF CLEARING AND GRADING EINAC SITE PLAN APPROVED s„v-+r"13ATE_. _. .... _DD.. FREDERICK COUNTY, VIRGINIA 11 APPROVED BY THE ZONING ADMINISTR',ATOR ENGINEER OR SURVEOR WALTER L. PHILLIPS, II N C. 7V-7 (4F�_ DATE 703-532-6163 (X)OWNER NAME PHONE ( ) A CORPORATION . ( )TRUSTEE JAMES L. BOWMAN (X) ANPINDIMDUALP NAME P.O. BOX 6, STEPHENS CITY, VA 22655 540-869-1800 PHONE (X)DEVELOPER ADDRESS AND ZIP CODE (X) A CORPORATION ( )CONTRACT OWNER ( A PARTNERSHIP ( )LESSEE S & S DEVELOPMENT, L.L.C.. (� AN INDIVIDUAL 804- 723-1972 8330 PACIFIC AVE., SUITE 503, VIRGINIA BEACH, `VA PHONE 23541 ADDRESS AND ZIP CODE F- W W W O V m 0 w 0 Of ch Q z 0 w o' Q 0 � m Q 0 0 z Q Z V � � ~ Z 0• z = 00 a iL O W oc W cc W LLM rim im mwt. v„. iux muN im ov-„-oc wu im yj-vw uuuu uwy. rim. ywwrwvv SHEET: 1 OF 7 FOR CONTINUATION TRANSITION SEE BOXO BELOWMENT I ` 14 m •80 -- rn --�`_ � -- _ ,. • . PROP. TEMP CONST. ESM T. �EX. BWIRE FENCE ~ NOTE: O ,BE i c�r . io 6jo3g(TO REMAIN) R LO TED\ CONTRACTOR TO PROVIDE 47»z _I LETTER OF PER41SSION REQUIRED ADEQUATE DRAINAGE TO .� FOR OFF -SITE GRADING 1-- PRECLUDE FLOODING I 8 I �1 \ !�-- EX. SPLIT RAIL FENI OF THE EX. GARAGE. I (PORTION TO BE REMOVED I ! \_ 1 AT NEW ENTRANCE OPEN�NG) INGRESS�EGRESS Y' `'RAVEL. D I E�' \\ _ �g4 ,T 8E REMO } V A ' _ 766 ASH I \ \\ TRASH ENCLOSUR€ - _ 67T 8 ;"r0 p - ' \\ (SEE DETAIL, SH . `\\ LIGHT n�MA'N1 C \ 7-�C' \\ \\ 8 - ..� PS @ 10 15 RG 2Q /:--b MUL� .p� -EMPL YEE P R _ _ 72 c - 5 o `� o \ 4 766 r ; o GHQ; 1 \ TC 68COR 68Q 67TC _ _ o ,` _71 `D o ! C \\ TRAFFIC C 6 COR CG 4 _ ,X 4' APPLE trn BARRICADE PROP. 10' SM'T. 0_St 1 c,I n PROP.26' INGRESS - EG T. N 'z- --- PRO ` EXITP_. 1 o ' moo- PAVEMENT TRANSITION CONTINUATION \ 8 ' \\pR �6 PY TO 6�39'4 `tN TRMPORARY 10 STORM _ S, 68 68�OR _�- G�f� `�TEC'`� u� \ DRAINAGE EASEMENT COR _ _ - ------ }-T�--- t� \ \ (P8 (PERMANENT ESM'T. LOCATION - 44' - - _ } I / \ \ SUBJECT TO FUTURE DEVELOPMENT 86TLOADING N 6G 7 '' I ON'` RESIDUE) "ONE-WAY"----'cn N ° ° ° 4' CONC. SIDEWALK ° ° 5 5 SIGN `� 9' f \ \ o . 5' R 1 i o EXTERIOq WALL PA - \ ____4 LIGHT OVER DOOR �`O , i `! �1 \\ \\ IC 68 C CG-6R 68 coo*00 ! 86-A-82 -, \\ \\ o, ZONE: B2 EX. USE: VACANT .:Ln' \ \-- - 1 PROP. D;RITE AID PHARMACY ' I \\ LLJ �1 0 \ � ,I U a - �FF 7'950 - cc 11 q' I ' I 33 w BLDG. HEIGHT - 23 I ! ' r I = wPO I` 00 IOU {{ x'! r• Q' ° X it 1 r_n ; I ,� •' _ I k; I PHARMACY AREA H`/C SIGN i Ji PROP. OVERHEAD] -CANOPY 130.5 (TYP) 22' MIN. ° -- - 20' t 1 ° ° ° wo'COBJC. ,SIDEWALK PHARMA Y P °�_k?frn C ICK-UP T£ ° Q /: r s I� ;- 6 _ WINDOW 693 9T� � x �} ; Y 6 a - CG 2 ��, L TC 6gT 40 o c t w _ `" CG 6R 69 TC 1 10 PARKI G SPA ES ® 'X18' ' 6 0 F 2 6 C 10' N 69.L S 69T� r � 3 Q ONE-WAY R C.O.( YP,) 5' 8' 5; 8 2 CG-6R cn 1 a, 1 C 6� C. -WAY r—r-- -r-=T- i TC cro DO NOT ENTER" 4 DO OT ENTER" (SE ELOW) b8 7'I- ; ', -+ 1,49 t SIGN 4 I SIGN INV=7565:50 N +HP LL r - a 206' 4 JPVC k1�T 4 37i APFRt X G� TtF M A' 50' BRL _. PROP. INGRESS �'� - - w x d. ` r� T `n GRESS ES O�� �� - r 7 a v``'i ' TRAFFIC BARRICADE 66 �I . ! l I r C 6.5 R '� 4 D ''241 C 291 D 6 C `z,� Z �� 1` -, _ r. 16 6 Z9 9 - a w r`-� r PROPOSED, TEMPORARY- W �66 0 6 ' S - - - �C 681'C T4 PAC C� 1 \ - s� FX.FH _ 12 PA KING PACE C� 10' 18' I` o, 3 F. TC 6�7 12 ---- -- PUBLIC STREET AND E 0 k r -- 66T o 6 - 69 _ FX a.N M 30 LP CG 6 1 0� - - i CONSTRI�CT10N EASEMENT ROP.3 4" W M �7 57 -- � •, '.F, i - -- CORE DR{ \��i A=122.98' G-12�(TYP -_ - - (SEE.a._ _-- .- _- c- `,_ „ LIGHT . N ) f �, �, • CLIII � 7 -- I t- LIGHT C P_ , f ..- - - _ 64 .._. J w , CG-6 2 - -- - --. _ . _ _ . __ . __.._ _ 13 R6i� _ �x O , 64 _.. __. T � - 6 VALVE,- /�' r-vTEi_ VDOT UNOTES , 1 J CG 12 ,,, T 12"X6" W _ " A _ TEL MH TO S TO CG-12 x ---- VDOT SHALL BE RESPONSIBLE - , ET TAP jA t ; . -- - - --- -2 TC) BE RELUCAT _ _ - T.._ R =18 9. F / - _. .. 'd Y _.- ..... AD �� X 1.88' REMOVE EX. - I _.-.._._ �_ —_ R v l BE .�, .. — _ . _— �...— - .. �— �. FOR ALL FACES F THE DESIGN AND ----_-._ - „-, _.---_ — - - � _�. � -� 7WV� CONSTRUCTION TOFOMODIFICATIONS TO -- =_ 6- - - _- o - _. _.._ - - - -P -L.--- - ;- - _ =- w, � � __-- THE EXISTING TRAFFIC SIGNAL POLE _ _ .,� ;.;_;• �,�- _, -- _ - X �I!�'N _-.� EX TRAFFIC Sti�'�A� OIL �� ___--�-- - / ;�': STD.VDOT CG-11 ENT. _. RE X. CG-6� C - - °° -- RF Ot AND RELATED STRUCTURES =- 7,4 REMOVE[)' y �.AT D i 3 F Dt A TO _ . PROP 7 X7' REMOVE E >�G-6 l PUBLIC STREET PURPOSES (_ - lTt� BE VED �, (T `yam---" 2 S DE C TED - _ PROP. „ STOP'���: _ lEr' PYLON SIGN ES - tt SIGN'- . _ MAINTENANCE OR LIABILITY L' _ _ FT 1-� EX . .t. ED iMI l - - OF ANY LT 35M�� TEU �Pt __._._.... y µ.... --- --•----__-L...---_ __.-. _.. RESPONSIBILITIES -NTH PROPOSED STRUCTURE 5A AND - O = WEL _ Y' t �X � ITS CONNECTING STORM SEWER _ j' '' --, PIPE TO STRUCTURE 5. EX.TCB i \ ( O ---------- • STATE ROUTE 277 �O'��� -_� ------ /`---- ETA. 100+oO = FAIRFAX PIKE ROUTE 2, _ __------ • •..: •....:::-`"'------ ---------__ STA 10+�:�`� =DOUBLE CN��RCH ROAC? RUUTE 41 � ` ...• •.•• L J i S I 1 1 � FINISHED GRADE ... ....I '. -�- 1 \ :'.'' O� �-- 1.5' SM-2A SURFACE 6' PROTECTIVE. `' Q 25' BM-2 BASE i - PC T (TYPICAL) SQUARE CQNCf ETE SKID �\ oeLijo 00 8" 21-B SUBBASE o PAD - 20 X20 X12" DEEP \ \ 4. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER o CAST IRON CLEANOUT CAP WITH BRASS PLUG Z �HAVING A COUNTERSUNK SQUARE EAD LINES. THEY WILL FURNISH THE MATERIALS FOR AND MAKE THE m COMPACTED SUBGRADE AGGREGATE BASE PANELLA MODEL PA4SV-CSK (4"� ` \ TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY Q O 6" THICK CONCRETE ( ) SLAB PAVEMENT SECTION IS BASED ON GEOTECHNICAL REPORT 3376-A TRASH ENCLOSURE PLAN PREPARED BY ECS, Ltd. ON 11/27/95. CONTRACTOR TO COMPLY NOT TO SCALE WITH SPECIFICATION IN REPORT. REFER TO SHEETS 3 AND 4 FOR TYPICAL PAVEMENT SECTIONS WITHIN RTE. 641 AND RTE. 277 (FOR WALL SECTION & GATE RIGHT-OF-WAYS. DETAIL, SEE SHEET 6) TYPICAL ONSITE PAVEMENT SECTION CONCRETE (DEPTH 3 ) PANELLA MODEL PA6SV-CSK 6" BLOCK WALL CLEANOUT PIPE THE COST OF THIS WORK. SDR 21 FCSA CONSTRUCTION NOTES �\ \` ` 5. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING 0 MANHOLE BY CORE DRILLING THE MANHOLE. STEEL 1. WATER AND SEWER LINES ARE TO BE CONS,1`RUCTED IN\` fE POLES SANITARY SEWER MAIN WYE 45° BEND ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY 6. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS Q MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE AUTHORITY, A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND Q COVER TO BE PROPERLY ALIGINED WITH ITS METER BOS AND YOKE �r 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR BAR; 2} THE FRAME AND COWER TO BE SET TO THE FINAL GRADE Ii� 6" STONE BEDDING INSPECTION BY, THE AUTHORITY. OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER o NOTE: WHERE LENGTH OF SERVICE LATERAL TO EXCEED 75' AND THE YOKE BAR BE [7) CT 18 AND 21 INCHES; AND 4) ALL N.T.S. A CLEANOUT ASSEMBLY SHALL BE FURNISHED AT THE 3. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER o PROPERTY LINE. SEWER SERVICES THAT CONNECT TO EXISTING LINES. THE LOCATION WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S � -0" ,, -O SANITARY SEWER CLEANOUT OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE AUTHORITY'S ASSISTANT ENGINEER. RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED ' 1' N.T.S. CORRECTLY. Fcr)- J a a � Q CK � � o P J N m rn W Z � N aQ a W > a_ _ �scm P o =>ui Q �^ co w o LL� wX O LaL X > P z a� i N J j Z�O o U N J 0 a 0 a m 0 w a' m a_ m Q z 0 0 w cy z 0 a U U) W 0 0 z a >= Z V - a " >- 3rm W z a. z OO c V � a W IL O W � W � 0 W L. File No. MISC. VA. Tax Map No.86-A-82 Job No.95-046 Cadd Dwg. File: 95046GR SHtti: 2 Ur / #5"X8" BARS @ 12"C-C SLOPE 12:1 MAX iij * 7.33' IS THE MINIMUM REQUIRED TO ACHIEVE A 12 1 SLOPE. t3' MIN. CONC. SIDEWALK 4' MIN. 6 . Ci' , PLAN N.T.S. DETAIL CG-12 CURB RAMP LIMITS OF EXPOSED AGGREGATE SIDEWALK SLOPE: 12:1 MAX. #5"X8" BARS ® 12"C-C SECTION N.T.S. �2 VDOT SHALL BE RESPONSIBLE FOR ALL FACETS OF THE DESIGN AND CONSTRUCTION OF MODIFICATIONS TO THE EXISTING TRAFFIC SIGNAL POLE AND RELATED STRUCTURES. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP - RESISTANT INTEGRAL DETECTABLE WARNING SURFACE CONERTIN THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OF CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. i IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. REQUIRED BARS ARE TO BE NO. 5X8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1 /2" EX. SAN MH _ - -- FAlRFAX PIKE - (SEE NOTE 5 1 EX. TRAP , �IGNAL �NFFT �l 1 I� PnI F (TO RF-,RFI O('ATFn) _ __._.._ ____-__. _. ___._.._ ____.�_.._._ _y ROUTE 277 POSTED SPEED LIMIT = 35 MPH H 1.5" SM--2A SURFACE W 4.5" BM-2 BASE _ N 0%0 o 8" 21-8 SUBBASE w O J �• COMPACTED SUBGRADE N (� a ig < PAVEMENT DESIGN SUBJECT TO FINAL ENGINEERINiG CONSIDERATIONS �t BY VDOT. J O N rn rn PAVEMENT SECTION FOR ENTRANCE AND TRANSITION AREAS = LL_ a N.T.S. ( a 5Z � w I CL w _ a' i ■co CC \ 0 = rj m LLJ - J F- uj w< co Z Lu 0 Z OC1 ON EXIST. _ EX ST_�__ C/7 (:y ' STANIDARD 4.5" BM-2 CG-6) BASE 8" 21--B_ SUBBASE COMPACTED - SUBGRADE TYPICAL SECTION - FAIRFAX PIKE - RTE. #277 N.T.S. PAVEMENT DESIGN SUBJECT TO FINAL ENGINEERING CONSIDERATION& BY VDOT. EX. TOP 0 l �r 14- r I r 7 r• rnI co r co I I t . ao o N r7 oo; - co �n .- 6> r� oo (Do p CURB ! o0 (0 ao c0 r; ` r co c� �� co co i u� cfl u� co iri cc> �r co < o co , r r6 (-N N cD j f 1 ! I 1 I _.__. __.. i { . I t : PROP. TOP C7 f �� i Ca p OF CURB oo co r co r co (6 QD (c' � �; cfl `� I vi co d= 4 co I 780 I I : I EX. PAINTED GRADE 775 { I f ` I 289' SIGHT DISTANCE TO INIIERSECTION 1 7 � I I ' 4,25'= HEIGHT 014 I 770 OBJECT770 ' H H 3 5 EIG OF i ! 765 r - i - _EYE I � i f , ! 4.25'=HEIG 1' OF I -_ __- OBJET 760 I i EX.; TOP OF CURB i 760 ! _- 755 i ! m j j Z i 750 LJ I z t z 750 -i _ CC r cy_ a W GC '' h - f z z ' I Q z Q cc Q- c) �- G ! w o w I I > W Q a Z p I 01- CL Z I Lid I W w w 1 cn w II II I II rn > i Z I — p r, cv c14 Q -+ -J + f � + �' M z O v o+ Qo N p �' c� W o Z (n i Q '- Q ccn m Q II I � W 99+00 + 100+00 + 101 +00 + 102+00 + 103+00 + 104+00 + 105+00 + 106+00 9 UJI �e. CL L m n w O n- o_ d L O LiJ C1- �m ci z 4 z (19 r� cc File No. MIK. VA, lax Map No.db-A-U Job No, 95-046 Uadd Uwg. file: 9!)U4bPP1 SHEET: 3 OF 7 1.5" SM-2A SURFACE 4.5" BM-2 BASE 8" 21-B SUBBASE COMPACTED SUBGRADE NORTH PAVEMENT DESIGN SUBJECT TO FINAL ENGINEERING CONSIDERATIONS BY VDOT. PAVEMENT SECTION FOR ENTRANCE AND TRANSITION AREAS 7'X7' PYLO EX_ FENCE j � _ � 1 _i� (TO BE REMOVED) TAMP `.'r P OP. "ST P" IGN EX.SAN LIGHT MH PROP. LIGHT # 10 C&P E oaSEMEIvT `�_— W 0' R o p N 03°56 03" E 187 EX. R/W MATCHEX. CURB & GUTTER IN67°39'47"W N °1_'28' F 04_ I SIGHT g15RN- N 10.69 - - 'PAID � 11+00 12+00 .If` r 0 D�UiL k Cs�� ROAD/ + ,x' ' �+ DOUBLE CHURCH ROAD STD, VDOT CG-11 �,>' I,` i "�1 ENT. 1 QO + OC r{"� P ' f ( r k STATE ROUTE 641 50' R/W } C. &C _ '— _........ . r POSTED SPEED LIMIT = 45MPH PROP. EP PVM T. TRANSITION EX.EP 13+00 FRONT ELEVATION 450' SIGHT DISTANCE 15+00 - ME L FRAOIED G SS- -- s • s • • s 16_�0o w METAL FRAMED GLASS & DOORS ��0 U -J a n a � a U N cn C� LLJ co Z -z � 'T Lod• Lr , m H �> J� n � LU z U. w �0 E Z II LL ,JLu Q ZS arc c� Q� w cLo CO Z U NC 0 J te l: zalh\ /It1 O a ot-.. _ '+► L'� �2 1 A. _9�1 Q 0 0 CL CL r m n w o > w Of w z � 0 0 w ry Z 0 a v cn w G Trim= J EML 0 cc a °d � a V z — Z Q c� a oc .j _ apClaaa 0% = a. y Z _ Z =V 0 V C� W Q a " V V uj uu Imm o LV J W oc m LL 0 0- File No. MISC. VA. Tax Map No.86-A-82 Job No. 95046 Cadd Dwg, File: 95046PP2 SHEET: 4 OF 7 /V 1i 7--,_, ATION /ELOPMENT 1 AR- 3 AR —� 7 Posy — ---_ _. NOTE : NOTES ------- SHRUB SHALL BEAR SAME RELATION - STAKE EVERGREEN TREES 12' ONLY IF NOTED ON P TO FINISH GRADE AS IT DID TO IT'S NURSERY FIELD GROWTH GRADE. REMOVE COLLAR FROM PEAT - PRUNE ONLY TO REMOVE FIBER POT AND VERTICALLY OR BROKEN BRANCHES ALL OTHER CONTAINERS TO CUT ROOTS IN 3 PLACES BE REMOVED PRIOR TO TO PROMOTE ROOT GROWTH - REMOVE ALL STAKES WITH PLANTING. SHREADED HARDWOOD MULCH THE FIRST YEAR'S PLANT 3" (DO NOT MOUND NEAR TRUNK) - TREE SHALL BEAR SAME [ TO FINISHED GRADE AS I" 4" MOUNDED MULCH SAUCER NURSERY FIELD GROWTH AROUND PIT DEPTH L ROOTBALL _L TWICE BALL DIAMETER MINIMUM SHRUB PLANTING NOT TO SCALE BACKFILL WITH ONLY THE SOIL TAKEN OUT OF PLANTING HOLE. BACKFILL 1/2 OF MATERIAL, WATER, ALLOW SOIL TO SETTLE. DO NOT COMPACT. FINISH BACKFILLING. WATER AFTER MULCHING. DEPTH OF ROOTBALL ONLY PROP. TEMP COSST. ESM'T. )! N E & )TM ' EX. V. B L.. EVERGREEN TREE PLANTING NOT TO SCALE ' PLANTING NOTES: 1. MATERIAL STANDARDS: i ALL PLANT MATERIAL SHALL MEET OR EXCEED PLANT LIST SIZES AND THE SHAPE RELATIONSHIPS AND BALL DIAMETERS AS SPECIFIED IN THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. NO MATERIAL SHALL BE ACCEPTED WHICH IS NOT PEST AND DISEASE FREE 6 AND HAS NOT BEEN HARDENED OFF BY ONE FULL SEASON OF SIMILAR CLIMATE AND CONDITIONS. BBl ALL SHRUBS SHALL BE DENSE, HEAVY TO THE GROUND, AND WELL GROWN, ..SHOWING EVIDENCE OF HAVING BEEN PRUNED AND SHEARED REGULARLY, AND SHALL HAVE A HEALTHY NORMAL ROOT SYSTEM. PLANTS j SHALL BE FRESHLY DUG AND NOT HEELED -IN STOCK FROM COLD STORAGE. ALL PLANTS SHALL BE NURSERY GROWN (EXCEPT AS NOTED BELOW). PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY. I 2. LIST OF PLANT MATERIAL - THE I � 0 D ► THE CONTRACTOR WILL VERIFY THE PLANT QUANTITIES PRIOR TO BIDDING AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE rn I ATTENTION OF THE LANDSCAPE ARCHITECT/OWNER'S AGENT. THE ►'` , CONTRACTOR SHALL FURNISH AND PLANT ALL. PLANTS REQUIRED TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. SUBSTITUTION SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT/OWNER'S AGENT. THIS CONTRACT WILL BE BASED ON THE In BIDDER HAVING VERIFIED PRIOR TO BIDDING THE AVAILABILITY OF 1 i THE REQUIRED PLANT MATERIAL AS SPECIFIED ON THE PLANT MATERIAL w � LIST. ALL PLANTS SHALL BE PROPERLY MARKED FOR IDENTIFICATION. 3. PLANT BED PREPARATION: i APPROXIMATELY ONE WEEK PRIOR TO BEGINNING PLANTING OPERATIONS, 2\N► ALL PLAINT BEDS SHOULD BE WATERED TO GERMINATE ANY WEED SEED. I( TWO TO FIVE DAYS LATER, SPRAY PLANT BEDS WITH "ROUNDUP" OR OTHER APPROVED SYSTEMIC WEED KILLER, APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE OF DILUTION AND COVERAGE. AT ,�- '6 Z li THE TIME OF PLANTING, THOROUGHLY TILL ALL PLANT BEDS TO A DEPTH OF 6" AFTER APPLYING A MINIMUM OF 2"OF ACCEPTABLE GRADE PEAT MOSS. PEAT MOSS OR OTHER ACCEPTABLE DECOMPOSED ORGANIC ' MATTER SHOULD ALSO BE ADDED TO THE PLANTING PITS SUFFICIENT TO I 1� RAISE THE ORGANIC CONTENT TO A MINIMUM OF 5%. 4. SOIL MIX: 1,! O i ro `a c SOIL MIX WILL BE 2/3 EXISTING SOIL, 1/3 PEAT OR EQUAL ORGANIC MATERIAL, THOROUGHLY MIXED AND HOMOGENIZED. 4n I i j} 5. PLANTING: BACKFILLING SHALL BE DONE WITH EXISTING SOIL FREE OF STONES, ROOTS WEEDS BERMUDA GRASS � SUBSOIL, CLAY LUMPS, STUMPS, , � LITTER, TOXIC SUBSTANCES, OR ANY OTHER MATERIAL WHICH MAY BE ! rn ` '+ ►4' HARMFUL TO PLANT GROWTH OR HINDER GRADING, PLANTING, OR MAINTENANCE OPERATIONS. SHOULD ANY UNFORESEEN OR UNSUITABLE PLANTING CONDITIONS ,ARISE, SUCH AS FAULTY SOIL DRAINAGE OR CHEMICAL RESIDUES, THE CONTRACTOR SHALL NOTIFY THE OWNER AND Ill ! 11 I AWAIT INSTRUCTIONS FOR POSSIBLE EXTRA WORK BEFORE PLANTING. +, ! THE CONTRACTOR WILL BE RESPONSIBLE FOR ADEQUATE DRAINAGE FROM ►`` ALL PLANTS. THE PLANT SHALL BE SET PLUMB AND STRAIGHT, AND SHALL BE STAKED AT THE TIME OF PLANTING. BACKFILL SHALL BE 'WELL WORKED ABOUT THE ROOTS AND SETTLED BY WATERING. PLANTS ' ^�� �T� ' �► SHALL BE PLANTED AS TO BEAR SAME RELATION TO FINISH GRADE AS '`_ 'it ' THEY DID TO THEIR NURSERY FIELD GROWN GRADE. SAUCERS SHALL BE FORMED ABOVE EXISTING GRADE AND AROUND THE OUTER RIM OF PLANT PIT. DO ALL TREES SHALL BE PLANTED VERTICALLY AND BACKFILL COMPACTED WITH WATER AND RODDING TO REMOVE ALL VOIDS AND TO SEAT ROOT CO. ► I; , BALL. SEE TREE PLANTING DETAILS. TREES TRANSPLANTED BY MACHINE SHALL BE MOVED BY MACHINES THAT PROVIDE A MINIMUM BALL DIAMETER OF 9" PER 1" OF TREE CALIPER. HOLES ARE TO BE ; DUG BY ` THE SAME SIZE MACHINE AS THE ONE TRANSPORTING THE PLANT. THE m ` !; R�' �t PLANT MATERIAL SHALL_ BE TRANSPLANTED IN APPROXIMATELY THE SAME ► x 1� _ ��l ,_, �\ GROWING CONDITIONS AS IT IS PRESENTLY GROWING, IN ITEMS OF SOIL TYPE AND MOISTURE CONTENT. FERTILIZE AND DESCRIBED IN -" THESE PLANS AND SPECIFICATIONS. , - SHRUBS AND TREE -FORM SHRUBS SHOULD BE TURNED IN PLANT PIT TO ' ----}� - OBTAIN (BEST FOLIAGE RELATIONSHIP TO RELOCATION PRIOR TO STARTING BACKFILL. GROUND COVERS SHALL BE PLANTED AFTER MULCH Il !1 HAS BEEN INSTALLED. NO PLANTS EXCEPT SPREADING GROUND COVERS �. Il OR ESPALIER MATERIAL SHALL BE PLANTED CLOSER THAN 30„ TO BUILDINGS, WALKS, OR CURBS. TCE �• i TO BE PELOC.AT t_X.R/W EX. TRAFFIC 'SIGNAL C' ("TO BE REL OCAT D) REMOVE TOP 1/3 OF BURLAP FROM BALL AND CUT,/REMOVE ALL ATTACHED STRING AND ROPE (IF WIRE BASKET IS USED IN CONJUNCTION WITH BURLAP BALL THEN CUT THE TOP 1/3 TO 1/2 OF THE BASKET AND REMOVE CUTTINGS FROM PLANTING HOLE. 3" SHREADED HARDWOOD MULCH (DO NOT MOUND NEAR TRUNK) 4" MOUNDED MULCH SAUCER — AROUND PIT DEPTH OF ROOTBALL BACKFILL WITH ONLY THE SOIL ONLY — TAKEN OUT OF PLANTING HOLE. BACKFILL 1/2 OF MATERIAL, WATER, ALLOW SOIL TO SETTLE. DO NOT COMPACT. FINISH BACKFILLING. WATER AFTER MULCHING. LIGHTLY TAMP SOIL UNDER BALL NOTES : - TREE SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT DID TO NURSERY FIELD GROWTH GRADE - STAKE DECIDUOUS TREES UNDER 12' ONLY IF NOTED ON PLANS - PRUNE ONLY TO REMOVE DAMAGED OR BROKEN BRANCHES - REMOVE ALL STAKES WITHIN THE FIRST YEAR'S PLANTING PLASTIC CHAIN REMOVE TOP 1/3 OF BURLAP FROM BALL AND CUT/REMOVE ALL ATTACHED STRING AND ROPE (IF WIRE BASKET IS USED IN CONJUNCTION WITH BURLAP BALL THEN CUT THE TOP 1/3 TO 1/2 OF THE BASKET AND REMOVE CUTTINGS FROM PLANTING HOLE. 3" SHREADED HARDWOOD MULCH (DO NOT MOUND NEAR TRUNK) / — 4" MOUNDED MULCH SAUCER AROUND PIT 3-2"x2" OAK STAKES SET 18" BELOW TREE PIT, 120° APART IN UNDISTURBED GROUND DO NOT DRIVE STAKES INTO ROOTBALL. BACKFILL WITH THE SOIL TAKEN OUT OF PLANTING HOLE ONLY. BACKFILL 1/2 OF MATERIAL, WATER, ALLOW SOIL TO SETTLE. DO NOT COMPACT. DECIDUOUS TREE PLANTING FINISH BACKFILLING NOT TO SCALE LIGHTLY TAMP SOIL UNDER BALL X 6. STAKING AND GUYING: STAKING AND GUYING SHALL BE PREFORMED ONLY IF NOTED AS REQUIRED ON THE PLANS. IF REWIRED, THE STAKES AND GUYS ARE TO BE REMOVED WITH THE FIRST YEAR'S PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE TREE DUE TO IMPROPER USE OF STAKING AND GUYING TECHNIQUES. IF THE OWNER FINDS IMPROPER APPLICATION OF THE STAKING AND GUYING AND IS DETRIMENTAL TO THE TREE, THE OWNER MAY REQUEST COMPENSATION FROM THE CONTRACTOR. 7. MULCH: ALL PLANT BEDS AND SAUCERS SHALL BE THOROUGHLY MULCHED WITH SHREDDED HARDWOOD. MULCH SHALL BE A MINIMUM OF 2" AND NOT TO EXCEED 3". ONE THOROUGH WEEDING AND REPLENISHING OF MULCH SHALL BE REQUIRED IMMEDIATELY PRIOR TO THE INSPECTION AT THE END OF THE GUARANTEE PERIOD. 8. NO BARE SPOTS: ALL AREAS SHALL BE COVERED BY BUILDINGS, PAVING, PLANTING, GRASS OR MULCH, WITH THE EXCEP'TION OF THE "NATURAL" AREAS IF NOTED ON PLANS. THESE "NATURAL" AREAS SHALL BE CLEANED OF ALL UNSIGHTLY AND HAZARDOUS DEBRIS (CANS, BOTTLES, TRASH, ETC.) WHILE LEAVING LEAVES AND OTHER NATURAL GROUND COVERS. ALL UNMOWED AREAS SHALL BE MARKED WITH WHITE STAKES SPACED AT 20' O/C UNTIL VISIBLE MOWING EDGE IS; ESTABLISHED. NO AREAS ARE TO BE LEFT BARE. 9. MAINTENANCE: THE CONTRACTOR SHALL BE RESPONSIBLE, DURING THE CONTRACT AND UP TO THE TIME OF ACCEPTANCE, [FOR KEEPING THE PLANTING AND WORK INCIDENTAL THERETO IN GOOD CONDITION. THIS MAY BE ACCOMPLISHED BY REPLANTING, PLIANT REPLACEMENT, WATERING, WEEDING, CULTIVATING, PRUNING, SPRAYING, RESTAKING AND CLEANING UP; AND BY PERFORMING ALL OTHER NECESSARY OPERATIONS OF CARE FOR PROMOTION OF GOOD, PLANT GROWTH SO THAT ALL WORK IS IN SATISFACTORY CONDITION AT TIM1E OF ACCEPTANCE. THIS MAINTENANCE SHALL BE AT NO ADDITIONAL COST TO THE OWNER. 10. SCHEDULE AND APPROVALS: THE LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN SCHEDULE OF OPERATIONS AND WRITTEN REQUESTI-S FOR APPROVALS IN ACCORDANCE WITH PROJECT SPECIFICATIONS OR AS OTHERWISE AGREED UPON WITH THE OWNER. 11. GUARANTEE: ALL PLANTS SHALL BE GUARANTEED FOR A MAXIMUM OF ONE YEAR OR FOR THE DURATION OF ONE FULL GROWING SEASON, BEGINNING APRIL 1 AND ENDING NOVEMBER 1, AFTER PLANTING, AND SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. GUARANTEE SHALL COVER BOTH LAkBOR AND MATERIALS. EARTH SAUCERS AND STAKES AND GUYS SHALL BE REMOVED AND TREES AND SHRUBS MULCHED TO 3" DEPTH JUST PRIORI TO EXPIRATION OF THE ONE-YEAR GUARANTEE. THE OWNER SHALL BEE NOTIFIED IN WRITING WHEN THIS WORK IS TO OCCUR. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AS ORIGINALLY PLANTED AND SHALL BE OF SIZE EQUAL TO THAT ATTAINED BY ADJACENT PLANTS OF THE SAME KIND AT TIME OF REPLACEMENT. ALL COSTS OF REPLACEMENT PLANTING SHALL BE BORNE BY THIS CONTRACTOR. i DECIDUOUS TREE EVERGREEN TREE S H U R B S FLOWERING TREE LANDSCAPING SCHEDULE KEY QUANITY BOTANICAL/COMMON NIAME SIZE JC 1 PRUNUS SERRULATA 'KI,WANZAN" 1 3/4"CAL. KWANZAN CHERRY GT 6 GLEDITSIA TRIACANTHOS 'HALKA'/ 2" CAL. HALKA HONEYLOCUST AR 10 ACER RUBRUM/ RED MAPLE 2" CAL, WP 8 PINUS STROBUS/WHITE PINE 6-8' HIGH Z 10 ZELKOVA SERRATA/JAPANESE 2" CAL. ZELKOVA LC 6 X CUPRESSOCYPARIS LE`YLANDII/ 6-8' HIGH LEYLAND CYPRESS AA 8 THUJA OCCIDENTALIS 'NIGRA'/ 3-4' HIGH DARK AMERICAN ARBORVIITAE TM 35 TAXUS X MEDIA 'HICKSII',/ 18-24" HICKS YEW HH 31 ILEX CRENATA 'HETZI'/ 18-24" HETZI HOLLY BB 8 EUONYMUS ALATUS 'COMPACTUS' 24-30" COMPACT BURNING BUSH D 110 HEMEROCALLIS "AZTEC GOLD" DAYLILY DA 125 HEMEROCALLIS "STELLA D'ORO DAYLILY REMARKES B&B .M CONT. CONT CONT. 1 GAL. CONTAINER 1 GAL. CONTAINER z o LLI ch a z Q mi co T{C .J co a Ln a � � J � � J N JW Zu,: C'� Z C'14 00 a m S _ 0:: �� � �s cp Jcn o =M H J O"N cn co J Z LLL u o ? Q I— o E2 z" J W Q 0 Qa N C w a12 Z �jL O o C,4 Q 0 w o 6 < = Q- m C) w 0 m a_ a; z 0 w m Q 6 0 0 a a Q =m a a. V) W 0 G z >m a 0 V H Z o Q 0 � V CL a W Lu W LL BE File No. MISC. VA. Tax Map No.86-A-82 Job No.95-046 Cadd Dwg. File: 95046LAN SHEET: 5 OF 7 THIS PLAN IS TO USED FOR LANDSCAPING PURPOSES ONLY1.1.1..1 STORM INLET COMPUTATIONS 770 • 764 762 760 772 770 •• 766 764 rl�a 760 i 94-136" CMP (12 GA) @ 0.22% I i I Ccda � I PROP. GRADE i z z 0 U II I ll I1 I I I _!___1. I 11 II I 1 IIIIIIII II I I - L 1 11 i1 I I i-A I I I EX. GRADE 11 1 1 I l 1 I I I_I I ! 1 i z z O � I W _j N N O O Z if O `' r ui" CD II II~r`~r-I­r n u n Co CD Ln ,_ z II l 1-if � O � > � +> cl-A � +> co +> m +> +I- zz c?ozoz0? 0+00 1 +o0 1 +00 STORM SEWER PROFILE HORIZ. SCALE: 1 "=20' VERT. SCALE: 1 "=2' 118" RCP OUT TO #1 770 • 766 764 762 S FRAME TOP ELE' 760 18" RCP OUT JOINT (TYP.) PLAN C'Tn IA11 CT JOINT (TYP.) SECTION DETAIL MODIFIED MH-1 STRUCTURE #2 SCALE 1/2" = 1' NOTE: ALL MATERIALS, CONSTRUCTION AND DIMENSIONS SHALL CONFORM TO A STANDARD VDOT CONCRETE MH-1 EXCEPT AS NOTED. 36" CMP IN Ie CMP IN INLET Z cwam Q z� _ \ ��� Z_ �` �ci �p �w12� Naw �N w fY ,-. `� f- \ .� \ �w � 3 N �v� �� J \v ^• ? vsc aN w U li �c�v 171 oOL F1' Y Q w Lu o cQ� ' CDL c�N ca 31. 3 0 + v w ' � ¢°-¢ z w ii ¢ ii— w W ? pr �?. cQ> `' i; (n ''� x cn �' F- 3 .�`. w + II J a. � W Z ONcn w Z N Q Qr 3 3 N ._I Qr 10 DI-3B 4 0.37 0.90 0.33 0 , 08 0.30 0. 03 0. 36 3.50 1 .650. 00 1.65 L , P , QL= 0.41 0.27 0.442 0.65 2, 06 9 DI-4A 2,5 0,100.900,090,093.500,350.00 0.35 L,P, QL= 0.14 0.15 0.442 0.32 2,00 5 DI-413 4 0,23 0.90 0.21 0, 01 0.30, 003 0.21 3.50 0.74 0, 00 0.74 L.P, QL= 0, 19 0. 17 0,412 0,40 2.00 3 D I -4 B 4 0. 09 10,90 0 , 08 0 , 08 3.5 0 0 , 32 0. 0 0 0.32 0. 010 0.0185 1.9 2.0 1 . 05 0,0833 4,5 1 . 0 56 0.148 P. 164 4. 0 1 , 0 1 . 0 0.321 0. 001 5A DI-3B 12 0.46 0.73 0,34 0.34 7.27 2.44 0.00 2.44 0,016 0,05 4,37 2.00 0.46 0.08 .70 0,80 .80 0,12 0,14 10,90 1,10 1.0)0 2.44 1 0,00 STORM DRAIN COMPUTATIONS FROM POINT TO POINT AREA DRAIN "A" ACRES RUN- OFF COEF, C CA INLET TIME MIN- UTES RAIN FALL IN/HR RUNOFF Q C.F.S. INVERT UPPER END ELEV'S LOWER END LENGTH FT. SLOP I FT,/F1I DIA. IN CAPA- CITY C.F.S. VEL, F.P.S. FLOW TIME SEC. INCRE- MENT ACCUM- ULATED (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) 1 (14) (15) (16) <117) I 9 8 0,45 0,80 0.36 0.36 5 6,8 2.45 764.56 764.01 55 0,005 15" RCP 4,6 3.8 14.2 8 7 0.10 0.90 0,10 0.46 5 6.8 3.13 762.49762,43 59 0 , 0010 36" CMP 5 4 0,24 0,88 0.21 0,21 5 6.8 1,44 762.50 762,30 42 0,004 36" CMP SWM S DRAGE 4 3 0,26)K 0,90 0123 1 0,44 5 6,8 2.99 762.30 762,27 32 0.0010 36" CMP 3 2 0,09 0,90 0. 08 0.52 5 6.8 3.54 762 , 27 762 , 21 1 0 0 0 , 0 010 36" CMP _ 2 1 0 0 0 0.98 5 6.8 6.66 762,20 761.99 25 0.0083 18" RCP 9.7 5,9 4-,22 5A 5 0,46 0,73 4 0,34 5 6,8 2,31 762.80 762.60 20 0.0100 15"1f"P 6.8 5.9 31,39 ROOF 2" THICK SOLID CONCRETE NRY CAP 8" X 8" X 16" STANDARD HOLLOW CONCRETE BLOCK ABOVE GRADE. PAINTED BROWN 1 /2" PREMOLDED EXPANSION JOINT FILLER 6," THICK CONCRETE SLAB 6 X 6 X 6 /6 WWM 6" COMPACTED SUBBASE TOP OF SLAB 8" X 8" X 16" STANDARD HOLLOW CONCRETE BLOCK BELOW GRADE, WITH HORIZONTAL JOINT REINFORCING AT 16' O.C. VERTICALLY. COMPACTED SUBGRADE 1'-4" WIDE X 8" THICK CONCRETE FOOTING WITH (2) CONTINUOUS #4 TRASH ENCLOSURE SECTION BARS. ALL REEINFORCING BARS TO BE SET ON METAL CHAIRS) NOT TO SCALE 1 3 /47 3 1 /2" E. W. 1/2" GATE HINGE NOT TO SCALE T-111, PAINTED- 10" MAX. TOP AND BOTTOM PROVIDE BARN STOP -� AND LOCKING HARDWARE; PROVIDE STEEL PIPE RECEPTACLE FOR BARN STOP, PIPE CLAMPS SCREWED TO GATE WITH WASHER SPACERS TO FACILITATE SLIDING. PIPE SLEEVE SET IN CONCRETE TO RECEIVE BARN GATE STOP 4" LONG. EXTEND 1 /4" ABOVE CONCRETE. FUTURE SWM 3/8" T. STL. PL COPE & WELD ARC)UND POLE; RADIUS FRONT 5/8" 0 STL. PIN WELC TO PLATE; WELD CAP NUT TO PIN 3/8" T. STL. PL. WELD TO PLATE & POST 1 /4" T. X 2 1 /2" STL. PLATE 2 - 3/8"0 STL. THRU-BOLTS WITH NUTS & WASHERS STEEL POST GATE FRAMING ROUNDED CONCRETE TOP PAINTED BROWN TRASH ENCLOSURE GATE NOT TO SCALE ENCLOSURE WALL 0 6" STEEL POLE, FILLED 1r� WITH CONCRETE, PAINTED BROWN. SEE DETAIL TOP OF SLAB -01 1'-8" 0 CONIC, BASE STANDARD CONC. BRICK 1 2 I 4III1A 5 A(\Il1i,I 9 o o O o o coIdD — - i 00 c0 Cfl c0 00 �p N 7 Lnl r�TIIII Nr� r«r-II3 ) O III III I4I Ln Lri N Lr) O a- O a_ t OO O LL O If: 0_ O II n r O +i JCL (0 _.. 100 -_- . ®010% __ —_____ _5 -..15 RCP 0 _ _ 0.10%M—GA CMP�(12 5-5" RCP CL2 ®0 50% 7-6" CMP (12_GA)C _ �--II!I�IIIiI 0 CL 2 ® 0.81% ®048% CLIII Q1.00% 4 0.10% PROP. GRADE TP PR GRADE P. PROP. GRADE __ _ _—_-__ _ _ __ _ - _ _ I I II IIIt 1ItI II 11 I II �I � �Ur♦� --fiI -fiII -IIi EX.GAE IIDI i A, ', I I I I EX. GRADE I6I _II7 II - I I It EX ADE JCfl \l 'j IO Z -�1III3 IIII 0 OU Nw Z NZ II I O z z IIQ it r II wZ I' 0 O IIiIIII' Cc) 00 I +x p Nj N �� iO o W W pa N WLij N _fO0`II WW d N JLO -CIT =lv� N W N O +O NC O �3 (— W caII -j O + II II II L1 o ltIiIIII I I I II � x I z II z O Z it zZ Lc) o O r) N CIIII CO 0 o 00 �Z Z + + � X N7 N Z + Z N Z z Z+ I OZ ZNQ C 1 +00 + 2+00 + 0+00 + STORM SEWNW PIREWHETR0FI LIE HORIZ. SCALE: 1'tZ. SCALE: 1"=20' VERT. SCALE. 1 "=VFE 'T. SCALE: 1 "=2' 1 +00 2+00 TEST PIT REQ'D TO DETERMINE EXACT LOCATION OF WATERLINE. WATERLINE TO BE ADJUSTED IN EVENT OF CONFLICT. + NOTE: ALL CORRUGATED METAL PIPE SHALL BE ALUMINIZED CORRUGATED STEEL PIPE OR EQUIVALENT. 772 770 766 762 760 0+00 * STRUCTURES MODIFIED ADJUST MINIMUM HEIGHT TO THAT SPECIFIED ON PLAN. 0 0 �` 71 M C, r a CD 0 Z W Z O � _ CC a� ., y W a 0 3: Lu 0 00 0 W V a � OC W Lu W CC e No. MIK. VA. lax Map No. b6-A-d2 Job No. 9b-046 (;add Dwg. File: ` bU4bNF 1 SHEET: 6 OF I I 1 ` + 1 N b73� 01 1 1 766 _- 65 I P l ' �--767 --._ 7 g ! I `-'_ LIGHT •, � � r II ""A 20 ` 1 E-1 1-0 _4� 6A I P } - 10.69 I 1 A= 0.10 AC. - 6,•1 .---- -- C= 0.90 �68 A= 0.45 AC':r ` TC • 3s 4; : _ y LLJ L 0.80 Ar ,�' �' , -� �\ 1 +0 CD �� 1 it \ Q I— ---------- 1 • I 1 i �� O w w17, -- _ .Q 15" CMP RISER 1 I 1 ----_— o ; • 1 0 }III 11 �n (D (D LiJ 1 c,, 11 It r o? 8 r 0)I I 1 A=��C► C= 0.82 ° ------ - Q w r W "' ` 1 [I,- r n \`/ 9 Cl -- - -- It ROOF DRAIN TO STR. #4 i' 7 1 D � 1 0 ' L ( m i 1 C11 (DD) ;3 1' �'. C _ i 1 11 00 A=0.24 AC. — — • j l ,1 BRL -I P C = 0.88rn 1 • ' , 1 \ - - -- — - - ;< 7-724 cc 71 IP C5) Alk r SEDIMENT TRAP COMPUTATIONS TA Tf=__-ROUTE 277 TRAP NUMBER CONTRIBUTING AREA (AC") REQUIRED STORAGE (CF) (27 CF/CY ('134 CY/AC) PROVIDED STORAGE (CF) (27 CF/CY (134 CY/AC) TRAP DIMENSIONS SURFACE AREA(SF) * D (FT) EMBANKMENT HEIGHT (FT) T EMBANKMENT WIDTH (FT) OUTLET T1 PE WET DRY WET DRY WET DR'Y 1 1.44 E2610 2610 2920 327C1 2920 X 1.0' 3270 X 1.0' 3.5 2.0 PPE OUTLET M x iE TOPSOIL STOCKPILE AREA MAY BE FIELD ADJUSTED BY CONTRACTOR AS CONSTRUCTION PROGRESS BUT SHALL AT ALL TIMES BE PROTECTED BY APPROPRIATE EROSION AND SEDIMANT CONTROLS AS APPROVED BY THE FREDERICK COUNTY INSPEC-OR. THIS PLAN TO BE-. USED FOR EROSION 12" 12" CM P 2 times the riser diameter CROSS SECTION Three rows of 1" holes spaced 6" apart vert.; and 12" horz.(9 holes total) A gravel cone of VDOT #1 crushed ° a (j eQate shall. i° be placed around a, the riser to prevent 4°1 ° clogaing of the -- — — perforations. -- �.ase or 1 /4" steel base (as shown) DRY STORAGE = 3210 CF PIPE C UTILET SEDIIMEW TRAP (1 TO 3 ACRES OF DISTURBED AREA) NOT TO SCALE ,,, ., , = 2920 CF ..- , EROSION AND SEDIMENT CONTROL MEASURES: 1. SEDIMENT AND EROSION CONTROL MEASURES ARE TC BE INSTALLED AT THE START OF GRADING. 2. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL GROUND DISTURBING ACTIVITY CEASES AND PERMANENT STABILIZATION OF ALL. DISTURBED AREAS IS COMPLETE. 3. ALL STANDARDS AND SPECIFICATIONS REFER TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4. TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR' LATER USE. STOCKPILE LOCATIONS SHALL 13E AFROVED BY THE OWNER'S REPRESENTATIVE. 5. A CONSTRUCTION ENTRANCE SHALL- BE INSTALLED AND (MAINTAINED FOR THE DURATION OF ALL DISTURBING ACTIVITIES AS SHOWIN ON THE PLAN PER STD. AND SPEC. NO. 1.01. NO CONSTRUCTION TRAFFIC SHALL BE: PERMITTED TO ENTER THE SITE OTHER THAN FA,IRFAX PIKE UNTIL PARKING LOT IS PAVED. 6. ALL AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT TO BE CONSTRUCTED UPON SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISH GRADING BY SEEDING AND MULCHING PER STD. AND SPEC. NO. 1.66 AND 1.75. 7. BARE SOIL `.SURFACES NOT AT FINISH GRADE, WHICH WILL BE EXPOSED MORE THAN 14 DAYS, SHALL BE STABILIZED WI`H TEMPORARY SEEDING AND MULCHING DER STD. AND SPEC. NOS. 1.65 AND 1.75. 8. CLEAR AND CRUI3 THE AREA TO INSTALL THE TEMPCRAFRY SEDIMENT TRAP AN'D EMBANKMENT ONLY. 9. FOLLOWING COMPLETION OF THE TEMPORAR" SEDIMENT -TRAP, CLEAR AND GRADE THE REMAINDER OF THE SITE. EROSION CONTROL LEGEND KEY TITLE SYMBOL. EE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE WITH WASH RACK Lo CS D SILT FENCE X--X --X C11 D STORM DRAIN INLET PROTECTION I c �`°`■� 5 T TEMPORARY SEDIMENT TRAP O DRAINAGE DIVIDES CS/ (STORM SEWER COMPUTATIONS) 0 DRAINAGE DIVIDES (TEMPORARY SEDIMEN' TRAP COMPUTATIONS) • • • • • CD) DIVERSION DYKE LIMITS OF CLEARING AND GRADING — CONTROL & DRAINAGE ONLY !!!*1 z uj 0 z 0) 0 cc Lu F2 U Q in Q cc `z) N N Z C0M 5: a a 2 LLJ LO •� C U L m r �0 T U �LLJ Q _j J CO F- LIJ o :zU_ '�= o J W t I� L" W WZ > i Z cr CV CL W a u� J c0 z U N o J Q 'I o a. al a w �> CL m af a_ a_ I < w i 0 cl w a. z: a L; G 0 V ® t� LLI a 00 cc LU Lu Imm a W LL File No. MISC. VA Tax Map No. 86-A-82 Job No. 95-046 Cadd Dwg, File: 95046ER2 `.SHEET: 7 OF 7 Fvw t. ,I .� i41• ' h 1. / r if 1 �I" '� 11 _ �'S.'.1 fn 4- uj F.F. O'-O' EXTERIOR ELEVATION SGALE� I/8a=1'-O' ct ENTRAt" GAW�PY' 17PIC.& BRiC.IC PIER ru e� RELY, TO DETAIL VAS- T,O. BLOCK Cow. AL~ GOPIIa6 -- ----- - - - - LM OF ROOF - - - - -- I _ y--------------------------------- ------------------------- ---- --------------------------- - CANOPY� I i I GJ 1 D I I I Ct-V K*ll - PAINT I I I � I DEXTER I ORR aLEVATION NI MIC 5GAL9, V8'=1'-O' U� i w III -J: 32 a / -t:�' I t1I d v ♦♦'' ce a cp �w t L3 CA w z O � � O— V) L.A--Gi Ow in:.—,.�''' C Q CD O n Cl Z w Q w ct rY -: Q cr.1 .-N-. 0. 1' C,