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HomeMy WebLinkAbout14-20 Site PlanGRADING & DRAINAGE PLAN C-1.0 CO V E R S H E E T N FI R S T I S S U E D BY DA T E RE V I S I O N S 132456 O' R E I L L Y A U T O P A R T S ST E P H E N S C I T Y , V I R G I N I A FA I R F A X P I K E / V A S T A T E R O U T E 2 7 7 CO N S T R U C T I O N D R A W I N G S C3 PROJECT #:18-087 REVIEW PROJECT #: SHEET #: SP#14-20 NOT FOR CONSTRUCTION EN G I N E E R : MA T T H E W W . H A S T I N G S PR O F E S S I O N A L E N G I N E E R LI C E N S E # 0 4 5 8 3 3 10 3 7 L O N G B R A N C H L A N E SC O T T S B U R G , V A 2 4 5 8 9 43 4 - 5 7 9 - 4 6 0 4 mw h d e s i g n 1 7 @ g m a i l . c o m PL A N N I N G , V D O T & W A T E R C O M M E N T S 5/ 8 / 2 0 2 0 AB A FR E D E R I C K W A T E R C O M M E N T S 6/ 1 2 / 2 0 2 0 AB A SUBMITTAL & REVIEW LOG 2019-10-15 O'REILLY CORP. CIVIL REVIEW #1 2019-10-24 O'REILLY CORP. CIVIL REVIEW #2 2019-11-19 O'REILLY CORP. CIVIL REVIEW #3 2019-12-17 O'REILLY CORP. CIVIL REVIEW #4 2020-03-24 FREDERICK COUNTY CD'S #1 2020-05-08 FREDERICK COUNTY CD'S #2 PROJECT CONTACTS CIVIL ENGINEER: MATTHEW W. HASTINGS 1037 LONG BRANCH LANE SCOTTSBURG, VA 24589 434-579-4604 / mhhdesign17@gmail.com SURVEYOR: URBAN Ltd. THOMAS J. STARK, PLS 133 S. BRADDOCK STREET WINCHESTER, VA 22601 540-450-0211 DEVELOPER/ LAND OWNER: STEPHENS CITY DEVELOPMENT, LLC PATERSON OGBURN 24390 US HIGHWAY 98, SUITE 1 FAIRHOPE, AL 36532 251-343-3411 / paterson@ogburnrealty.com PLANNING: FREDERICK COUNTY PLANNING 107 NORTH KENT STREET, SUITE 202 WINCHESTER, VA 22601 540-665-5651 WATER: FREDERICK WATER 315 TASKER RD / PO BOX 1877 STEPHENS CITY, VA 22655 540-868-1061 SEWER:FREDERICK WATER 315 TASKER RD / PO BOX 1877 STEPHENS CITY, VA 22655 540-868-1061 ELECTRIC: RAPPAHANNOCK ELECTRIC COOPERATIVE 13252 CEDAR RUN CHURCH RD CULPEPER, VA 22701 540-622-2068 GAS:WASHINGTON GAS 350 HILLANDALE LN WINCHESTER, VA 22602 540-869-1111 FIRE:1080 COVERSTONE DRIVE WINCHESTER, VA 22602 540-664-3770 INSPECTIONS: FREDERICK COUNTY 107 NORTH KENT STREET WINCHESTER, VA 22601 540-665-5650 DRAWING INDEX COVER SHEET DEMOLITION & EROSION CONTROL PLAN SITE & UTILITY PLAN SITE AND UTILITY DETAILS SP1SITE LIGHTING PHOTOMETRICS SP2SITE LIGHTING DETAILS SG1.2SITE SIGNAGE DETAILS C-2.2 SITE DETAILS C-1.3 C-1.0 C-1.4 C-2.1 C-1.1BOUNDARY & TOPO SURVEY (BY OTHERS) C-1.2 LANDSCAPE PLAN C-1.5 FAIRFAX PIKE / VA STATE ROUTE 277 STEPHENS CITY, VA 30458 SP#14-20 SP3SITE LIGHTING DETAILS APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR SIGNATURE: ______________________________________ DATE: _________________________ SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE EROSION CONTROL DETAILS C-2.3 RESPONSIBLE LAND DISTURBER SIGNATURE: ______________________________________ DATE: _________________________ 1 1 J: \ D D - P R O J E C T S \ 2 0 1 8 \ 1 8 - 0 8 7 \ C I V I L - 1 8 - 0 8 7 \ C u r r e n t D r a w i n g s \ 1 8 - 0 8 7 _ C S . d w g , 6 / 1 2 / 2 0 2 0 1 1 : 0 0 : 5 6 A M , k e l l y , D W G T o P D F . p c 3 , 1 : 1 N 0 2 ° 1 7 ' 4 1 " W 3 9 1 . 6 3 ' N 87°55'38" E 175.00' S 0 2 ° 1 7 ' 4 1 " E 3 9 1 . 6 3 ' S 87°55'38" W 175.00' T T 761 760 761 762 763 76 4 765 7 6 5 765 764 76 4 763 762 76 1 760 760 761 761 76 1 759 759 762 762 76 2 761 76 2 763 763 764 76 3 763 764 765 7 6 4 76 2 765 764 7 6 3 7 6 0 7 6 1 7 6 2 761 L D L D L D L D L D L D L D L D L D L D L D L D L D L D L D LD LD L D L D LD LD LD LD LD LD LD LD L D L D L D LD L D L D LD L D L D L D L D L D L D L D S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S S S S S S S S 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 0 20 10 20510 40 C-1.2 DE M O L I T I O N & E R O S I O N CO N T R O L P L A N FI R S T I S S U E D BY DA T E RE V I S I O N S 132456 O' R E I L L Y A U T O P A R T S ST E P H E N S C I T Y , V I R G I N I A FA I R F A X P I K E / V A S T A T E R O U T E 2 7 7 CO N S T R U C T I O N D R A W I N G S C3 PROJECT #:18-087 REVIEW PROJECT #: SHEET #: SP#14-20 NOT FOR CONSTRUCTION EN G I N E E R : MA T T H E W W . H A S T I N G S PR O F E S S I O N A L E N G I N E E R LI C E N S E # 0 4 5 8 3 3 10 3 7 L O N G B R A N C H L A N E SC O T T S B U R G , V A 2 4 5 8 9 43 4 - 5 7 9 - 4 6 0 4 mw h d e s i g n 1 7 @ g m a i l . c o m PL A N N I N G , V D O T & W A T E R C O M M E N T S 5/ 8 / 2 0 2 0 AB A FR E D E R I C K W A T E R C O M M E N T S 6/ 1 2 / 2 0 2 0 AB A FAIRFAX PIKE / VA STATE ROUTE 277 VARIABLE PUBLIC R/W (SPEED LIMIT = 35 MPH) EXIST. PP EXIST. PP NIKATOR LLC 8025489 ZONING: B2 USE: COMMERCIAL/RETAIL SIZE: 1.87 AC YATES WILLOWS APARTMENTS LLC 8027783 ZONING: B1 USE: MULTI FAMILY RESIDENTIAL SIZE: 0.80 AC CHU'S STEPHENS CITY LLC 8025487 ZONING: B1 USE: COMMERCIAL/RETAIL SIZE: 0.71 AC 50.00' INGRESS/EGRESS EASEMENT EXISTING VARIABLE WIDTH TEMPORARY CONSTRUCTION AND GRADING EASEMENT EXISTING VARIABLE WIDTH TEMPORARY CONSTRUCTION AND GRADING EASEMENT 15.00' EXISTING WATERLINE EASEMENT ( D B 450 PG 401) T O BE ABANDO N E D VACATED 75'x100' WIDE SEPTIC FIELD EASEMENT 2 0 . 0 0 ' A P P R O X . L O C A T I O N O F E X I S T I N G S A N I T A R Y S E W E R E A S E M E N T 25.00' EXISTING TEMPORARY CONSTRUCTION AND GRADING AND PERMANENT DRAINAGE EASEMENT 5 0 . 0 0 ' I N G R E S S / E G R E S S A N D D R A I N A G E E A S E M E N T 2 0 . 0 0 ' T E M P O R A R Y C O N S T R U C T I O N A N D G R A D I N G A N D P E R M A N E N T D R A I N A G E E A S E M E N T 2 0 . 0 0 ' T E M P O R A R Y C O N S T R U C T I O N A N D G R A D I N G A N D P E R M A N E N T D R A I N A G E E A S E M E N T 30.19' EXISTING DRIVE 2 2 . 2 0 ' E X I S T I N G D R I V E 2 8 . 1 0 ' E X I S T I N G D R I V E EXISTING WATER METER ±41' TO EXISTING MANHOLE SMH TOP = 764.56 INV IN = 751.11 INV OUT = 751.04 RIP RAP 18" RCP INV = 758.90 DEMOLITION NOTES: 1. ALL DEMOLITION, TRANSPORT, AND DISPOSAL OF WASTE MATERIALS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE TOWN, COUNTY, STATE, AND FEDERAL REGULATIONS. 2. REGULATED MATERIALS SUCH AS ASBESTOS, LEAD, ETC. MAY EXIST ON SITE AND SHALL BE IDENTIFIED AND A PLAN FOR DEMOLITION AND DISPOSAL PRESENTED TO AND APPROVED BY THE TOWN AND OWNERS PRIOR TO COMMENCING DEMOLITION ON CORRESPONDING STRUCTURES. 3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE PROVIDED AS PART OF THE SURVEYS REFERENCED ON SHEET C-1.1. OTHER UNIDENTIFIED UTILITIES OR SITE FEATURES, ESPECIALLY RELATED TO THE EXISTING STRUCTURE, MAY EXIST AND SPECIAL CARE SHALL BE EXERCISED DURING ANY SUBGRADE WORK OR DEMOLITION. 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE ALDOT OR TOWN OF LOXLEY RIGHTS-OF-WAY. ANY DAMAGED INFRASTRUCTURE IN THE RIGHTS-OF-WAY CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO ALDOT AND/OR THE TOWN OF LOXLEY CITY STANDARDS. THIS INCLUDES, BUT IS NOT LIMITED TO UTILITIES, SIDEWALKS, CURB & GUTTER, AND PAVEMENT. 5. CONTRACTOR SHALL IMPLEMENT TRAFFIC CONTROL PLAN PRIOR TO ANY WORK WITHIN THE ALDOT RIGHT-OF-WAY. 6. ALL UTILITIES TO BE REMOVED, DISPOSED OF, AND/OR ABANDONED PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES. 7. CONSTRUCTION WASTE SHALL NOT BE BURIED ON SITE. DISTURBANCE AREA: 40,574 SF (0.93 AC) PROJECT NARRATIVE: THE PROPOSED PROJECT IS FOR A NEW O'REILLY AUTO PARTS ON THE PROPERTY NORTH OF FAIRFAX PIKE AND EAST OF THE EXISTING DOLLAR GENERAL IN THE ZONING JURISDICTION OF STEPHENS CITY (FREDERICK COUNTY). THE PROJECT CONSISTS OF DISTURBING APPROXIMATELY 0.93 ACRES AND WILL RESULT IN ±0.41 ACRES OF PAVED PARKING LOT AND A ±7,225 SF NEW BUILDING. THE SITE HAS A HIGH SPOT ELEVATION OF 765' ON THE MID WEST SIDE OF THE SITE. THE SITE TOPO IS GENERALLY FLAT AND RANGES FROM 765' TO 760'. THE HIGH SPOT IN THE MID WEST PORTION OF THE SITE WILL BE CUT DOWN TO PROVIDE FILL FOR THE BUILDING PAD @ A FINISHED ELEVATION OF 764.75'. THE STORMWATER RUNOFF WILL DRAIN FROM THE PROPOSED IMPROVEMENTS TO THE NORTH AND SOUTH WHERE IT WILL BE CAPTURED IN EXISTING LOW AREAS AND DRAIN AWAY FROM THE PROPERTY USING EXISTING CONVEYANCES/TOPO. THE SITE AND AREA OF PROPOSED DISTURBANCE IS PREDOMINANTLY OVER SOILS 44B, A ZOAR SILT LOAM WITH 2-7% SLOPES AND HSGC. DURING THE CONSTRUCTION PERIOD IT IS EXPECTED THAT THE USE OF SILT FENCE WITH SILT FENCE OUTLETS WILL MOST EFFECTIVELY FILTER SEDIMENT LADEN RUNOFF. SYMBOL LEGEND CE CONSTRUCTION ENTRANCE/EXIT (PER VDEQ STD. 3.02) CIP INLET PROTECTION (PER VDEQ STD. 3.08) PS PERMANENT SEEDING (PER VDEQ STD. 3.32) B/M SLOPE BLANKET (PER VDEQ STD. 3.36) SF SILT FENCE (PER VDEQ STD. 3.05) SFO SILT FENCE OUTLET EROSION CONTROL NOTES: 1. THIS SITE IS SUBJECT TO ALL EROSION AND STORMWATER REQUIREMENTS ASSOCIATED WITH FREDERICK COUNTY ORDINANCES. 2. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPT. OF ENVIRONMENTAL MANAGEMENT (VDEQ). THESE CURRENT STANDARDS AND SPECIFICATIONS CAN BE FOUND AT: https://www.deq.virginia.gov/Portals/0/DEQ/Water/StormwaterManagement/Erosion_Sediment_ Control_Handbook/ESC_Handbook_Law_Regulations.pdf, AND SHALL SUPERCEDE ANY EROSION DETAILS THAT HAVE BEEN PROVIDED. 3. MEASURES PROPOSED FOR THIS SITE ARE STANDARD PRACTICE FOR SMALL SITES WITH MINIMAL GRADE CHANGE, HOWEVER, ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT LADEN RUNOFF SHALL STILL APPLY AND BE STRICTLY ADHERED TO. 4. SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR DRAIN TO. ADDITIONAL OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE CONDITIONS DIFFER AND STORMWATER PONDS DURING CONSTRUCTION. 5. SEE DETAIL SHEET C-2.2 FOR SEEDING REQUIREMENTS. ALL AREAS SHALL BE SODDED, MULCHED OR OTHERWISE COVERED PER THE STABILIZATION CHART BELOW HEREIN. 6. ALL SLOPES GREATER THAN 3:1 SHALL BE COVERED WITH NORTH AMERICAN GREEN (NAG) SC150 OR APPROVED EQUAL. ALL OTHER AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS. 7. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN EFFECTIVENESS AT CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE. 8. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL 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 OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 9. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE, AND ADEQUATE TO INHIBIT EROSION. CONSTRUCTION SEQUENCE: 1. OBTAIN ALL THE APPROVALS AND PERMITS NECESSARY TO BEGIN AND COMPLETE THE PROJECT. THESE APPROVALS AND PERMITS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: APPROVAL OF SITE DESIGN, ETC.; APPROVAL OF DESIGNS FOR STREETS, UTILITIES, ETC.; EROSION CONTROL PLAN APPROVAL AND GRADING PERMIT; DRIVEWAY PERMIT FROM ALDOT. THE APPROVALS MUST BE OBTAINED BEFORE THE DISTURBANCE BEGINS SO THAT WORK WILL NOT BE INTERRUPTED DUE TO LACK OF APPROVED PLANS. 2. SCHEDULE AND HOLD A PRECONSTRUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION, TIMBERING, CLEARING, OR GRADING WITH THE OWNER (OR REPRESENTATIVE), THE CONTRACTOR(S) RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL, AND EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN. 3. LOCATE A JOB-SITE/INSPECTION BOX IN A SECURE PLACE ON SITE TO HOUSE THE GRADING PERMIT AND APPROVED EROSION CONTROL PLAN AND TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION REPORTS, COMPLIANCE NOTICES, ETC. SITE PERSONNEL SHOULD CHECK THE BOX DAILY FOR THIS CORRESPONDENCE. 4. INSTALL SILT FENCE, SILT FENCE OUTLETS AND THE GRAVEL CONSTRUCTION EXIT AS SHOWN ON THE PLANS. AS NOTED, CONTRACTOR SHALL INSTALL ADDITIONAL OUTLETS AS NEEDED WHERE LOW AREAS EXIST OR DEVELOPED SITE CONDITIONS CREATE PLACE FOR SITE RUNOFF TO COLLECT/POND. 5. CALL FOR INSPECTION IF REQUIRED BY THE PERMIT OR DISCUSSED AT THE PRE-CONSTRUCTION MEETING FOR INSPECTION OF INITIAL E&S CONTROL MEASURES. 6. UPON APPROVAL, BEGIN CLEARING AND DEMOLITION ACTIVITIES AS SHOWN. 7. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE BUILDING PAD AREAS AS SOON AS POSSIBLE. 8. TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MIN. REQUIRED TIMEFRAME. SEE TEMPORARY SEEDING SCHEDULE. 9. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY. REFER TO THE EROSION CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE. THE PERSON RESPONSIBLE FOR EROSION CONTROL IS ALSO RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING AND MAINTAINING THESE DEVICES; DO NOT WAIT FOR THE EROSION CONTROL INSPECTOR TO POINT OUT THE NEED FOR MAINTENANCE REPAIRS. KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES. IF MUD OR DEBRIS IS TRACKED FROM THE SITE, USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY. 10. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN, THE PERSON RESPONSIBLE FOR THE LAND-DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION AND NOTIFY ENGINEER OF THE NEED FOR ADDITIONAL MEASURES. 11. INSTALL ONSITE STORM DRAINAGE AND UTILITIES AS EARTHWORK PERMITS. NOTIFY ENGINEER AND REQUEST INSPECTIONS AS REQUIRED FOR PUBLIC UTILITIES, FAILURE TO DO SO MAY RESULT IN DELAYS DURING CLOSEOUT PROCESS AS WELL AS REQUIRE SPOT CHECKS TO CONFIRM CONSTRUCTION QUALITY AND PROPER CLEARANCE / SEPARATION HAS BEEN ACHIEVED. 12. ONCE SITE GRADING IS COMPLETE, REMOVE CONSTRUCTION ENTRANCE IF LOCATED IN THE DRIVE LOCATIONS AND INSTALL SIDEWALKS AND CURB/GUTTER IN ALL PARKING AREAS AND DRIVES SO THAT THEY CAN BE STABILIZED WITH STONE BASE. 13. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING LANDSCAPED AREAS PER THE PLANS. 14. ONCE ALL AREAS ARE STABILIZED, CALL FOR FINAL INSPECTION AND APPROVAL TO REMOVE SILT FENCE AND OTHER REMAINING EROSION CONTROL MEASURES. ALL TEMPORARY CONTROLS SHALL BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEED & DENOTED AREAS ARE PERMANENTLY STABILIZED. CONSTRUCTION STANDARDS: 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIES GRADING LIMITS SHOWN ON THE PLANS. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. 3. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. 4. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. 5. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY WEATHER-RESISTANT AND WELL GRADED. 6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. 7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. 8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION (PRACTICES 6.10, TEMPORARY SEEDING, AND 6.11 PERMANENT SEEDING). MAINTENANCE: INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1 2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. STANDARD SILT FENCE OUTLET NTS FRONT VIEW SIDE VIEW PLAN VIEW 18 " 8" GRADE STEEL FENCE POST WOVEN WIRE FABRIC HARDWARE CLOTH FILTER OF #57 WASHED STONE FLOW DIRECTION GRADE STEEL FENCE POST SET MINIMUM 4" AND MAXIMUM 2' APART INTO SOLID GROUND WIRE FENCE NOTE: BURY WIRE FENCE AND HARDWARE CLOTH 8". ALL SILT FENCE FABRIC TO EXTEND 8"V AND 4"H INTO TRENCH AND SOIL. BACKFILLED ONTO 4" PORTION. HARDWARE CLOTH SILT FENCE FABRIC NOTE: SILT FENCE FABRIC TO OVERLAP HARDWARE CLOTH BY 12 INCHES SILT FENCE FABRIC ON WIRE FENCE HARDWARE CLOTH ON WIRE FENCE STEEL FENCE POST FILTER OF 1 INCH DIAMETER #57 WASHED STONE F L O W F L O W F L O W 2:1 3' FILTER FABRIC ON GROUND NOTE: 1.) REMOVE SEDIMENT WHEN HALF FULL. 2.) REPLACE STONE AS NEEDED TO ENSURE DEWATERING SFO ±20 LF OF CURB & GUTTER TO BE DEMOLISHED SFO SFO SFO CE SF SF SF TS TEMPORARY SEEDING (PER VDEQ STD. 3.31) TP TREE PROTECTION FENCE (PER VDEQ STD. 3.38) STABILIZATION TIMEFRAMES Site Area Description Stabilization Timeframe Exceptions Perimeter dikes, swales, ditches and slopes 7 days None High Quality Water (HQW) Zones Slopes steeper than 3:1 If slopes are 10’ or less in length and are not steeper than 2:1, 14 days are allowed Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50’ in length All other areas with slopes flatter than 4:1 None, except for perimeters and HQW Zones 7 days 7 days 14 days None SOIL T Y P E : 3 B SOIL T Y P E : 4 4 B CONSTRUCTION ENTRANCE NOTES: 1. CONSTRUCTION ENTRANCE SHALL BE 25' MINIMUM WIDTH AND 100' MINIMUM LENGTH AND 6" MINIMUM THICKNESS OF STONE (1.5"-3.5") COARSE AGGREGATE WITH GEOTEXTILE UNDERLINER. REFER TO THE TOWN OR STATE FOR ANY ADDITIONAL REQUIREMENTS. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1.5"-3.5" STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 3. WHEELS MUST BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ON TO PUBLIC RIGHT-OR-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN LOCATED PER THE CITY OR STATE REQUIREMENTS. CIP 15.00' EX. GRAV I T Y S E W E R SERVICE & E A S E M E N T P E R PLAT BY G R E E N W A Y ENGINEE R I N G O N M A R C H 29,2019 ( I N S T R U M E N T #190003 0 3 3 , P G 0 0 8 4 - 0 0 9 1 ) J: \ D D - P R O J E C T S \ 2 0 1 8 \ 1 8 - 0 8 7 \ C I V I L - 1 8 - 0 8 7 \ C u r r e n t D r a w i n g s \ 1 8 - 0 8 7 _ E C . d w g , 6 / 1 2 / 2 0 2 0 1 0 : 4 0 : 2 3 A M , k e l l y , D W G T o P D F . p c 3 , 1 : 1 N 0 2 ° 1 7 ' 4 1 " W 3 9 1 . 6 3 ' N 87°55'38" E 175.00' S 0 2 ° 1 7 ' 4 1 " E 3 9 1 . 6 3 ' S 87°55'38" W 175.00' T T BUILDING TYPE: METAL 85' x 85' = 7,225 S.F. O'Reilly Auto Parts FFE: 764.75 VAN VAN S S S S S S S S S S S S S S S S SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G U G E U G E U G E U G E S S S S S S S S T 761 761 W W W W W W W W W W W W W W W W G U G E U G E W W W LD LD LD LD L D SF SF SF SF S F S F 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 0 20 10 20510 40 C-1.3 SI T E & U T I L I T Y P L A N FI R S T I S S U E D BY DA T E RE V I S I O N S 132456 O' R E I L L Y A U T O P A R T S ST E P H E N S C I T Y , V I R G I N I A FA I R F A X P I K E / V A S T A T E R O U T E 2 7 7 CO N S T R U C T I O N D R A W I N G S C3 PROJECT #:18-087 REVIEW PROJECT #: SHEET #: SP#14-20 NOT FOR CONSTRUCTION EN G I N E E R : MA T T H E W W . H A S T I N G S PR O F E S S I O N A L E N G I N E E R LI C E N S E # 0 4 5 8 3 3 10 3 7 L O N G B R A N C H L A N E SC O T T S B U R G , V A 2 4 5 8 9 43 4 - 5 7 9 - 4 6 0 4 mw h d e s i g n 1 7 @ g m a i l . c o m PL A N N I N G , V D O T & W A T E R C O M M E N T S 5/ 8 / 2 0 2 0 AB A FR E D E R I C K W A T E R C O M M E N T S 6/ 1 2 / 2 0 2 0 AB A VICINITY MAP N SITE NOTES: S1. SURVEY DATA AND LOCATIONS PROVIDED BY URBAN, LTD. DATED 06/07/19 FIELD VERIFY EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. S2. ALL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FREDRICK COUNTY AND VDOT STANDARDS AND OTHER APPLICABLE SPECIFICATIONS AS DIRECTED ON THE PLANS AND DETAILS. S3. ANY APPLICABLE OR REFERENCED SPECIFICATIONS SHALL SUPERCEDE ANY DETAILS PROVIDED OR REFERENCED. S4. CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESSES TO ADJACENT RESIDENCES, BUSINESSES AND PROPERTIES AT ALL TIMES. S5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING OR INSURING THEY HAVE ANY AND ALL PERMITS NECESSARY FOR CONSTRUCTION. S6. THE ADDRESS MUST BE POSTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL FIRE CODE 505.1. SITE INFORMATION CURRENT OWNER:BOWMAN - SHOEMAKER COMPANIES INC DEVELOPER:OGBURN REALTY, INC. FUTURE OWNER: STEPHENS CITY DEVELOPMENT, LLC ACCOUNT NUMBER:8025488 TAX MAP:86-A-14 PLANNING JURISDICTION: FREDERICK COUNTY COUNTY: FREDERICK STATE: VIRGINIA MAP & DATA REFERENCE:GOOGLE AERIAL & FREDERICK COUNTY GIS TOTAL AREA: 68,535 SF (1.57 AC) LIMITS OF DISTRUBANCE:±45,006 SF (1.03 AC) FEMA PANEL#: N/A FEMA ZONE: N/A EXISTING USE:VACANT / UNDEVELOPED SITE PROPOSED USE:O'REILLY AUTO PARTS (RETAIL) MAGISTERIAL DISTRICT: OPEQUON EXISTING ZONING: B2(GENERAL BUSINESS DISTRICT) - RETAIL USE ALLOWED ADJACENT ZONING: B1 (EAST) B2 (SOUTH) B2 (WEST) B2 (NORTH) OVERLAYS:NONE NOTED WATER PROVIDER/DEMAND:FREDERICK WATER / ±250 GAL/DAY SEWER PROVIDER/DEMAND: FREDERICK WATER/ ±250 GAL/DAY PARKING REQUIREMENTS:RETAIL = 1 SPACE / 200 SF OF RETAIL FLOOR AREA (±3,670 SF RETAIL) 3,670/200 = 18.35 TOTAL PARKING REQUIRED:19 SPACES HANDICAP PARKING REQUIRED: 2 ADA SPACES / 26-50 PARKING SPACES PARKING PROVIDED: 30 SPACES (28 STANDARD, 2 VAN ACCESSIBLE) LOADING AREA REQUIRED:1 AREA (MIN. 12'x45') / 1ST 10,000 SF OF FLOOR AREA LOADING AREA PROPOSED:1 AREA (18'x50') REQUIRED PROPOSED STRUCTURE SETBACKS FRONT SETBACK: 50' 123.91' SIDE SETBACK:0' 77.31' LEFT / 7.58' RIGHT REAR SETBACK: 0' 182.89' SIGN SETBACKS:10'30.95' PARKING SETBACK:10' (ROAD) / 5' (PROPERTY LINE) MAXIMUM BUILDING HEIGHT: 35' MAXIMUM SIGN HEIGHT: 25'15' SIGN AREA: 150'150' EXISTING IMPERVIOUS AREA:±4,091.13 SF (5.98%) IMPERVIOUS AREA TO BE DEMOLISHED:0 SF (0%) PROPOSED IMPERVIOUS AREA:±25,340.34 SF (±36.94%) TOTAL IMPERVIOUS AREA:±29,431.47 SF (±42.99%) PROPOSED IMPERVIOUS AREA CALCULATIONS: BUILDING ±7,225 SF CONC.SIDEWALK ±1,176 SF CONC.DRIVE/PARKING ±16,939.34 SF TOTAL ±25,340.34 SF FLOOR AREA RATIO (FAR): GROSS FLOOR AREA: ±7,225 SF TOTAL FLOOR AREA: ±7,225 SF TOTAL LOT AREA: ±68,535 SF MAXIMUM FAR ALLOWED:1 FAR ON SITE:.10 PERCENTAGE OF LANDSACPED AREA: 10,805 SF / 68,535 SF = .1576 = ±15.8% 22 UNDERGROUND ELECTRIC (PRIMARY): 23 UNDERGROUND ELECTRIC (SECONDARY) & TELEPHONE LINES : SEE BUILDING PLANS BY OTHERS. CONTRACTOR SHALL COORDINATE W/ PME PLANS FOR LOCATIONS W/ IN 5' OF BUILDING 24 TRANSFORMER (POLE MOUNTED): EXISTING AT ROW. 26 4" PVC SEWER SERVICE LINE (PRIVATE SIDE ONLY): @ MIN. 2% SLOPE. 27 8" DIP SEWER MAIN: 28 SS CLEANOUT: SEE DETAIL SHEET C-2.1 29 SS CLEANOUT (TRAFFIC BEARING): NOT USED. 30 1" METER & 1" DCDA BACKFLOW: 1" SERVICE LINE PER INSET 25 1.5" GAS LINE (UNDERGROUND): 31 1" IRRIGATION METER & RP2 BACKFLOW: NOT USED. 33 BIKE RACK: NOT USED. 34 FLUSH SIDEWALK/PAVEMENT 32 2 - 2" PVC CONDUITS FOR SITE LIGHTING WIRING 19 18 15' TALL MONUMENT SIGN: A SEPARATE PERMIT IS REQUIRED BY FREDERICK COUNTY. SEE SIGN REQUIREMENTS IN SITE INFORMATION TABLE (THIS SHEET). 17 STRIPING: PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE HIGHWAY MARKING PAINT - YELLOW (2 COATS). 24" CONCRETE CURB: NEW 24" CONCRETE CURB TO MATCH EXISTING AND TRANSITION TO 36" CONCRETE CURB & GUTTER AS SHOWN. 16 15 ROLL DOWN CURB: NOT USED. LIMITS OF NEW PAVING: MATCH EXISTING GUTTERLINE AND FLOW PATTERN w/ CONCRETE DRIVEWAY APRON PER CITY OF STATESBORO AND OR GDOT STANDARDS. 14 PARKING LOT LIGHTING: LOCATIONS SHOWN PER SITE UTILITIES PLAN, SHEET SG1.2, BY SMITH GOTH ENGINEERS. CONCRETE WHEEL STOP: SEE DETAIL SHEET C-2.1. 12 11 DUMPSTER ENCLOSURE GATE: REFER TO DETAIL SHEET C-2.2. NOTE: HEIGHT CLEARANCE OF 22' REQUIRED. DUMPSTER ENCLOSURE: REFER TO DETAIL SHEET C-2.2. 10 HANDICAP ACCESS UNLOADING ZONE: SLOPE 2% MAX. EACH WAY (ADA COMPLIANT) AND STRIPE AS SHOWN. 9 8 HANDICAP PARKING SYMBOL: REFER TO DETAIL SHEET C-2.1. 7 HANDICAP PARKING SIGN: REFER TO DETAIL SHEET C-2.1. STEEL BOLLARD: REFER TO DETAIL SHEET C-2.1. PROVIDE (9) AT FRONT SIDEWALK, (2) AT DEALER DOOR, AND (2) AT REFUSE ENCLOSURE. REFER TO STRUCTURAL DRAWINGS FOR LOCATIONS ADJACENT TO BUILDING PERIMETER. PROVIDE MIN. 4' CLEARANCE FROM BUILDING TO BOLLARDS. 6 5 CONCRETE DOOR LANDING: REFER TO STRUCTURAL DETAILS. RAMP PAVING AS INDICATED ON GRADING PLAN. LANDING CAN BE POURED MONOLITHIC IF CONCRETE PAVING IS USED. CONCRETE SIDEWALK: REFER TO DETAIL SHEET C-2.1. 4 3 36" CONCRETE CURB & GUTTER: REFER TO DETAIL SHEET C-2.1. 2 STANDARD DUTY CONCRETE PAVING: (PARKING SPACES) REFER TO DETAIL SHEET C-2.1. 1 HEAVY DUTY CONCRETE PAVING: (DRIVE AISLES & LOADING AREAS) REFER TO DETAIL SHEET C-2.1. HEAVY DUTY ASPHALT PAVING: NOT USED. KEY NOTES: 13 20 CONCRETE FLUME: REFER TO DETAIL SHEET C-2.2. 21 ACCESSIBLE WARNING DOMES: REFER TO DETAIL SHEET C-2.1. FAIRFAX PIKE / VA STATE ROUTE 277 VARIABLE PUBLIC R/W (SPEED LIMIT = 35 MPH) EXISTING EASEMENT PROPOSED CONCRETE EXISTING ASPHALT SLOPED FACE OF 36" CURB & GUTTER SPILL CURB AS ANTICIPATED BASED ON DESIGN GRADES. CONTRACTOR SHALL ORIENT & FORM ALL FINAL GUTTER BASED ON FIELD CONDITIONS & ADJACENT PAVEMENT GRADES TO ENSURE POSITIVE DRAINAGE. UTILITY NOTES: U1. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS OTHERWISE NOTED. U2. ALL UTILITY CONSTRUCTION SHALL CONFORM TO THE FREDRICK COUNTY STANDARDS AND SPECIFICATIONS. U3. IF REQUIRED, PRIOR TO THE CONSTRUCTION OF ANY WATER OR SEWER MAIN EXTENSIONS, TAPS OR RELOCATIONS, THE ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL CONTRACTOR TO DISCUSS CERTIFICATION REQUIREMENTS. FAILURE TO CONTACT THE ENGINEER OF RECORD OR PROVIDE ANY OF THE REQUESTED DOCUMENTATION DISCUSSED MAY RESULT IN THE INABILITY OF THE ENGINEER TO CERTIFY THE LINE AND POSSIBLE REPLACEMENT. U4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE LOCATION AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY, AGENCY OR COMPANY. U5. AS IS STANDARD PRACTICE, IT IS ASSUMED THAT THE BUILDING CONTRACTOR AND ASSOCIATED PLANS ARE RESPONSIBLE FOR CONTINUATION OF ALL UTILITIES WITHIN 5' OF THE BUILDING PERIMETER. PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL REVIEW BOTH SITE AND BUILDING PLANS WITH THE SITE UTILITIES CONTRACTOR AND PLUMBING CONTRACTOR TO ENSURE THAT THEY ARE CLEAR ON THE TERMINUS POINTS AS WELL AS HOW EACH WILL TIE TO THE OTHERS WORK. U6. ALL PIPE INVERTS, TAP LOCATIONS & AVAILABLE CLEARANCES TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING STORM & UTILITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY. FAILURE TO REVIEW THESE ITEMS AT THIS TIME WILL RESULT IN THE CONTRACTOR BEING WHOLLY RESPONSIBLE FOR THE FIELD REVISIONS AND ASSOCIATED DESIGN COSTS OF THE SOLUTIONS PROPOSED. U7. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL 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 OR OFF-SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. 35 KNOX BOX SITE 30 26 26 28 28 28 28 23 19 R8.00' R5.00' R20.00' R10.00' R5.00'R5.00' R3.00' R3.00' R3.00' R20.00' R46.00' R3.00' R3.00' 2 0 . 0 0 ' 3 0 . 0 0 ' 2 0 . 0 0 ' 9.00' 9'9'9' 18.00'28.00'18.00' 1 0 . 0 0 ' 1 0 . 0 0 ' 5 0 . 0 0 ' 18.00' 28.00' 1 1 1 1 1 2 22 2 2 2 2 4 4 4 4 4 4 4 4 4 10.00' PARKING SETBACK 5.00' PARKING SETBACK 5.00' PARKING SETBACK 5 0 . 0 0 ' B U I L D I N G S E T B A C K EXIST. PP EXIST. PP 55 5 5 77 7 8 8 10 9 9 12 11 13 13 13 13 15 15 18 18 20 20 20 25 APPROX. SS TIE IN ELEVATION: 754.34 C/O TOP: 760.55 INV: 754.84 C/O TOP: 760.70 INV: 757.60 C/O TOP: 763.25 INV: 758.67 C/O TOP: 764.00 INV: 760.50 7 6.50' 5. 7 5 ' 6. 5 0 ' 18.00' 2.00' 1 5 . 0 0 ' 1 0 . 0 0 ' 19.00' SS INV@BLDG: 761.75 NIKATOR LLC 8025489 ZONING: B2 USE: COMMERCIAL/RETAIL SIZE: 1.87 AC YATES WILLOWS APARTMENTS LLC 8027783 ZONING: B1 USE: MULTI FAMILY RESIDENTIAL SIZE: 0.80 AC CHU'S STEPHENS CITY LLC 8025487 ZONING: B1 USE: COMMERCIAL/RETAIL SIZE: 0.71 AC 50.00' INGRESS/EGRESS EASEMENT EXISTING VARIABLE WIDTH TEMPORARY CONSTRUCTION AND GRADING EASEMENT EXISTING VARIABLE WIDTH TEMPORARY CONSTRUCTION AND GRADING EASEMENT 2 0 . 0 0 ' A P P R O X . L O C A T I O N O F E X I S T I N G S A N I T A R Y S E W E R E A S E M E N T 25.00' EXISTING TEMPORARY CONSTRUCTION AND GRADING AND PERMANENT DRAINAGE EASEMENT 5 0 . 0 0 ' I N G R E S S / E G R E S S A N D D R A I N A G E E A S E M E N T 2 0 . 0 0 ' T E M P O R A R Y C O N S T R U C T I O N A N D G R A D I N G A N D P E R M A N E N T D R A I N A G E E A S E M E N T 2 0 . 0 0 ' T E M P O R A R Y C O N S T R U C T I O N A N D G R A D I N G A N D P E R M A N E N T D R A I N A G E E A S E M E N T 30.19' EXISTING DRIVE 2 2 . 2 0 ' E X I S T I N G D R I V E 2 8 . 1 0 ' E X I S T I N G D R I V E 14 14 14 1 32 32 32 32 EXISTING WATER METER FOR ADJACENT PROPERTY INSET A-UTILITYCONNECTION SCALE 1"=10' INSET A 30 1" PE LINE FROM METER TO BUILDING EXISTING WATER METER 1" CTS PE SERVICE TAP PER FREDERICK WATER STANDARDS & SPECIFICATIONS. APPROXIMATE LOCATION OF EXISTING WATER MAIN FROM FREDERICK WATER SERVICE AREA MAP (COORD. WITH SERVICE PROVIDER FOR SIZE AND MATERIAL) APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR SIGNATURE: ______________________________________ DATE: _________________________ SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE ROOF DRAIN UTILITY POLE BOLLARD POST SANITARY CLEANOUT GUY WIRE SANITARY SEWER MANHOLE IRRIGATION CONTROL VALVE WATER METER SIGN TELEPHONE PEDESTAL UNDERGROUND ELECTRIC UNDERGROUND SANITARY FORCE MAIN± UNDERGROUND SANITARY SEWER± UNDERGROUND GAS OVERHEAD UTILITY LINES UNDERGROUND TELEPHONE WOOD FENCE CURB AND GUTTER CORRUGATED PLASTIC PIPE DO NOT ENTER SIGN EDGE OF PAVEMENT ELECTRIC TRANSFORMER FOR SALE SIGN HANDICAP RAMP IRON ROD FOUND NO LEFT TURN SIGN NO PARKING FIRE LANE SIGN PK NAIL FOUND REINFORCED CONCRETE PIPE SPEED LIMIT SIGN SHOPPING CENTER SIGN STOP SIGN CONCRETE SIDEWALK TOP CURB ELEVATION PROPOSED GAS PROPOSED WATER PROPOSED UNDERGROUND ELECTRIC PROPOSED SANITARY SEWER SYMBOL LEGEND T G W UGE SS FREDERICK WATER CONSTRUCTION NOTES 1.FREDERICK WATER’S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FREDERICKWATER.COM 2. THE CONTRACTOR SHALL ADHERE TO FREDERICK WATER STANDARDS AND SPECIFICATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. 3. THE CONTRACTOR SHALL COORDINATE WITH AND ARRANGE FOR INSPECTION BY FREDERICK WATER. 4. THE CONTRACTOR SHALL CONNECT A NEW SEWER LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 5. A NEW WATER (OR FORCED SEWER) MAIN SHALL BE CONNECTED TO AN EXISTING MAIN BY A WET TAP. FREDERICK WATER SHALL FURNISH ALL NEEDED MATERIAL AND MAKE THE TAP. 5.1. AN APPLICATION FOR WET TAP SHALL BE SUBMITTED AND THE INITIAL FEE PAID BEFORE THE TAP IS MADE. 6. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH FREDERICK WATER’S INSPECTOR. 7.FREDERICK WATER’S MAINTENANCE DIVISION SHALL FURNISH AND INSTALL ALL WATER METERS THROUGH 2 INCH INSIZE. IT IS THE CONTRACTOR’S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. BEFORE A PERMANENT METER IS INSTALLED: 7.1. THE METER BOX, WITH ITS FRAME AND COVER, MUST BE PROPERLY ALIGNED WITH THE YOKE BAR. 7.2. THE FRAME AND COVER SHALL BE SET TO FINAL GRADE. 7.3. THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR SHALL BE BETWEEN 20 AND 23INCHES. 7.4. ALL COMPONENTS OF THE METER BOX ASSEMBLY SHALL BE IN PROPER WORKING ORDER. 8. FOR SERVICES THAT CONNECT TO EXISTING LINES: 8.1. FREDERICK WATER SHALL FURNISH AND INSTALL: 8.1.1.ALL ⅝”X¾”, ¾”, 1”, 1½” AND 2” WATERSERVICES 8.1.2. ALL SEWER SERVICES. 8.2. THE OWNER/DEVELOPER SHALL: 8.2.1. COORDINATE (OR HAVE THE CONTRACTOR COORDINATE) THE LOCATION OF THE SERVICE LATERAL WITH FREDERICK WATER’S ENGINEERING ASSISTANT. 8.2.2. SUBMIT AN APPLICATION FOR SERVICE AND PAY THE REQUIRED FEES. 9. ALL WATER SERVICE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NUMBER 1015 OR 1013. 10. ALL FIRE LINES MUST HAVE A BACKFLOW PREVENTION ASSEMBLY (DETECTOR DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY SHALL MEET ASSE STANDARD NUMBER 1048 OR 1047. ANY PRIVATELY OWNED FIRE LINE, INTERIOR OR EXTERIOR, SHALL ALSO HAVE A FIRE SERVICE HP PROTECTUS III METER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACKFLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRED. 11. FREDERICK WATER SHALL REVIEW THE MECHANICAL PLAN(S) FOR DESIGN AND MATERIAL APPROVAL OF ABUILDING’S: 11.1. DOMESTIC WATER METER AND ITS BACKFLOW PREVENTION DEVICE, AND/ORITS 11.2.FIRE SERVICE LINE’S WATER METER AND BACKFLOW PREVENTION DEVICE. 12.DEQ MUST ALSO APPROVE SEWER PUMP STATIONS. FREDERICK WATER REQUIRES A COPY OF DEQ’S CERTIFICATE TO OPERATE AND A COPY OF THE STATION’S DEQ APPROVED O&M MANUAL. THESE DOCUMENTS MUST BE RECEIVED BEFORE SUBSTANTIAL COMPLETION IS ISSUED AND WATER METERS RELEASED. ±41' TO EXISTING MANHOLE SMH TOP = 764.56 INV IN = 751.11 INV OUT = 751.04 97 LF - 4" PVC @ 2.90% 10 LF - 4" PVC @ 4.50% 43 LF - 4" PVC @ 2.49% 67 LF - 4" PVC @ 2.73% 2 LF - 4" PVC @ MIN. 2.0% EX. FCSA SS LINE. CONTRACTOR SHALL USE EXTREME CAUTION IF WORKING OR TRAVELING OVER EXISTING SEWER MAINS. EX. FREDERICK WATER 8" TERRACOTTA GRAVITY SEWER MAIN APPROXIMATE LOCATION OF THE ROUTE 277 SIDEWALK ACROSS FRONTAGE AS PART OF VDOT CONSTRUCTION PROJECT 1 15.00' EX. GRA V I T Y S E W E R SERVICE & E A S E M E N T P E R PLAT BY G R E E N W A Y ENGINEE R I N G O N M A R C H 29,2019 ( I N S T R U M E N T #190003 0 3 3 , P G 0 0 8 4 - 0 0 9 1 ) P R O P O S E D 1 5 . 0 0 ' E A S E M E N T F O R R E L O C A T E D W A T E R L I N E T O A D J A C E N T P R O P E R T Y 1 1 1 2 TAP AND APPROXIMATE 10' OF 4" PVC BY FREDERICK WATER. CLEANOUT BY OTHERS. 2 WATER SERVICE TO PROPERTY LINE BY FREDERICK WATER. POINT OF OWNERSHIP/ RESPONSIBILITY CHANGE BETWEEN FREDERICK WATER & PROPERTY OWNER. 2 2 J: \ D D - P R O J E C T S \ 2 0 1 8 \ 1 8 - 0 8 7 \ C I V I L - 1 8 - 0 8 7 \ C u r r e n t D r a w i n g s \ 1 8 - 0 8 7 _ S . d w g , 6 / 1 2 / 2 0 2 0 1 0 : 3 2 : 4 3 A M , k e l l y , D W G T o P D F . p c 3 , 1 : 1 N 0 2 ° 1 7 ' 4 1 " W 3 9 1 . 6 3 ' S 0 2 ° 1 7 ' 4 1 " E 3 9 1 . 6 3 ' S 87°55'38" W 175.00' T T 761 760 761 762 763 76 4 765 7 6 5 765 764 76 4 763 762 76 1 760 760 761 761 76 1 759 759 762 762 76 2 761 76 2 763 763 764 76 3 7 6 4 765 764 7 6 3 7 6 0 7 6 1 7 6 2 761 40.0' 20 . 0 ' BUILDING TYPE: METAL 85' x 85' = 7,225 S.F. O'Reilly Auto Parts FFE: 764.75 VAN VAN 765.00 EX TC 764.50 EX FL 764.40 EX TC 763.90 EX FL 763.73 EX TC 763.23 EX FL 763.00 EX TC 762.58 EX FL 762.80 EX 764.35 764.75 FFE 762.14 TC 761.64 FL 763.24 TC 762.74 FL 764.62 764.75 FFE 764.25 SW/GRD 764.15 SW 764.75 FFE 764.30 SW 764.20 SW 764.20 FL 764.20 SW 764.20 FL 764.50 SW 764.50 FL 764.40 SW 764.40 FL 764.30 SW 764.30 FL 764.30 SW 764.30 FL 764.40 SW 764.40 FL 764.50 SW 764.50 FL 764.13 SW 764.13 FL 764.60 TC 764.10 FL 764.75 FFE 764.65 FLUSH 764.40 764.40 764.15 SW 763.65 FL 763.77 763.83 764.05 HP764.84 TC 764.34 FL/HP 764.72 TC 764.22 FL 764.60 TC 764.10 FL 764.48 TC 763.98 FL 764.25 TC 763.75 FL 763.94764.72 TC 764.22 FL 763.82764.60 TC 764.10 FL 764.48 TC 763.98 FL 763.71 763.60 763.95 TC 763.45 FL 763.08 TC 762.58 FL 762.50 TC 762.00 FL 764.36 TC 763.86 FL 764.24 TC 763.74 FL 764.19 TC 763.69 FL 763.50 TC 763.00 FL 763.50 TC 763.00 FL 763.00 TC 762.50 FL763.25 TC 762.75 FL 764.55 TC 764.05 FL 764.20 TC 763.70 FL 764.27 SW 764.27 FL 764.33 SW 764.33 FL 764.75 FFE 764.25 GRD 764.20 SW 764.20 FL 763.00 762.50 TC 762.00 FL 762.50 TC 762.00 FL 762.00 TC 761.50 FL 763.00 TC 762.50 FL 763.50 TC 763.00 FL 764.25 764.25 S S S S S S S S S S S S S S S S SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G U G E U G E U G E U G E 764.60 SW 764.60 SW 764.75 FFE 764.70 SW 764.25 GRD W W W W W W W W L D L D L D L D L D L D L D L D L D L D L D L D L D L D L D LD LD L D L D LD LD LD LD LD LD L D LD LD L D L D LD LD L D L D L D L D L D L D L D L D L D S S S S S S S S 761 762 763 762 763 764 763 7 6 4 764 763 764 763 7 6 3 7 6 2 7 6 1 764 76 4 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 0 20 10 20510 40 C-1.4 GR A D I N G & D R A I N A G E P L A N FI R S T I S S U E D BY DA T E RE V I S I O N S 132456 O' R E I L L Y A U T O P A R T S ST E P H E N S C I T Y , V I R G I N I A FA I R F A X P I K E / V A S T A T E R O U T E 2 7 7 CO N S T R U C T I O N D R A W I N G S C3 PROJECT #:18-087 REVIEW PROJECT #: SHEET #: SP#14-20 NOT FOR CONSTRUCTION EN G I N E E R : MA T T H E W W . H A S T I N G S PR O F E S S I O N A L E N G I N E E R LI C E N S E # 0 4 5 8 3 3 10 3 7 L O N G B R A N C H L A N E SC O T T S B U R G , V A 2 4 5 8 9 43 4 - 5 7 9 - 4 6 0 4 mw h d e s i g n 1 7 @ g m a i l . c o m PL A N N I N G , V D O T & W A T E R C O M M E N T S 5/ 8 / 2 0 2 0 AB A FR E D E R I C K W A T E R C O M M E N T S 6/ 1 2 / 2 0 2 0 AB A GRADING AND STORM DRAINAGE NOTES: 1. EXISTING TOPOGRAPHY FROM SURVEY BY URBAN, LTD. SEE SHEET C-1.1. 2. ALL PIPE TO BE INSTALLED WITHIN THE RIGHT OF WAY SHALL BE REINFORCED CONCRETE PIPE PER VADOT SPECIFICATIONS. 3. ALL PIPE TO BE INSTALLED ON-SITE AND IN THE RIGHTS OF WAY SHALL MEET OR EXCEED THE VADOT ASTM AND AASHTO SPECIFICATION REQUIREMENTS FOR SUCH PIPE MATERIAL. 4. ROOF DRAIN CONNECTIONS AND INLINE CATCH BASINS IN NON-TRAFFIC BEARING LOCATIONS MAY BE HDPE SYSTEMS SUCH AS "NYLOPLAST" BY ADS OR APPROVED EQUAL. (SEE DETAILS FOR USE AS STORM DRAINAGE SYSTEM) 5. ALL ON-SITE PIPE SHALL BE INSTALLED MEETING COVER, BACKFILL AND BEDDING REQUIREMENTS PER VADOT OR THE MANUFACTURER'S RECOMMENDATIONS, WHICHEVER IS MOST STRINGENT. 6. VADOT PRE-CAST DRAINAGE STRUCTURES / MANHOLES CAN BE USED IN LIEU OF VADOT STANDARD BRICK OR CONCRETE CATCH BASINS. ANY DEVIATION FROM THE SPECIFIED STRUCTURES SHALL BE APPROVED BY ENGINEER PRIOR TO INSTALLATION AND SHALL MAINTAIN COMPLIANCE WITH ALL CORRESPONDING VADOT MATERIAL, DRAWING & DETAILED SPECIFICATIONS. 7. CONTRACTOR SHALL FIELD VERIFY THAT PROPOSED GRADES MATCH EXISTING PAVEMENT AT ALL CONNECTIONS/TIE-INS. CONTRACTOR SHALL NOTIFY ENGINEER IF DISCREPANCY OCCURS. 8. ALL WORK WITHIN VADOT ROW SHALL COMPLY WITH MOST RECENT GDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, VADOT STANDARD DRAWINGS, AND THE MUTCD STANDARDS. 9. ALL STORM DRAINAGE CONSTRUCTION SHALL COMPLY WITH MOST RECENT VADOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, AND VADOT STANDARD DRAWINGS. 10. ALL UTILITY TRENCHING, BACKFILL, FOOTER AND PAD PREPARATIONS, AND SUB-GRADE COMPACTION EFFORTS SHALL MEET/EXCEED GEOTECHNICAL RECOMMENDATIONS IN REPORT. 11. ADDITIONAL SPECIFICATIONS AND REQUIREMENTS FOR FOOTER AND BUILDING PAD PREPARATION AND COMPACTION MAY EXIST IN ARCHITECTURAL AND STRUCTURAL DRAWINGS AND SHALL BE EXECUTED/IMPLEMENTED AS REQUIRED. 12. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S & FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE & COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF REFERENCED ITEMS. CONTACT ENGINEER WITH DISCREPANCIES. 13. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW OR WASTE MAY BE REQUIRED. 14. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY. 15. SPILL CURB LOCATIONS SHALL BE FIELD DETERMINED BY THE CONTRACTOR TO ENSURE POSITIVE DRAINAGE THROUGHOUT THE PARKING LOTS AND DRIVE AISLES. NO "BIRD BATHS" OR LOW AREAS THAT WILL HOLD WATER SHALL BE ALLOWED WITHIN THE CURB AND GUTTER OR PAVED AREAS. 16. ALL PRIVATE STORMWATER EASEMENTS SHALL BE PRIVATELY MAINTAINED. 17. ALL TRENCHING PRACTICES SHALL BE IN ACCORDANCE WITH 4VAC50-30-40 SUBSECTION 16. 18. AN ONSITE GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THIS SITE BY VIOLA ENGINEERING, PC ON 6-3-19 AND SHALL BE USED FOR ALL ONSITE FILL AND COMPACTION EFFORTS. 19. SPECIAL INSPECTIONS REQUIREMENTS MAY EXIST FOR THIS STRUCTURE PER CHAPTER 17 OF ICC AND SHALL BE IMPLEMENTED ACCORDINGLY. CHK'DMM/DD/YYREV.DESCRIPTION BY 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE: ALL DIMENSIONS ARE ± 1/2 FOOT. DRAWING NUMBER: NTS KSK 04.02.03 1 OF 1 1 UPDATED DRAWING TJR 01/11/07 CKS © 2007 ADS, INC. NOTE: INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, 45° BENDS AND BELL/BELL COUPLERS. WATERTIGHT (WT) JOINTS SHOWN. SOIL-TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. FINISHED GRADE NYLOPLAST CLEANOUT END CAP ADJUST GRADE PER ENGINEERS PLAN INJECTION MOLDED WT 45° WYE INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER INJECTION MOLDED WT TEE HDPE PIPE (TYP) GASKETED CONNECTION INJECTION MOLDED WT 90° BEND INJECTION MOLDED WT 45° BEND DOWNSPOUT ADAPTER INSERTED IN RISER PIPE BUILDING FACE J: \ D D - P R O J E C T S \ 2 0 1 8 \ 1 8 - 0 8 7 \ C I V I L - 1 8 - 0 8 7 \ C u r r e n t D r a w i n g s \ 1 8 - 0 8 7 _ G . d w g , 6 / 1 2 / 2 0 2 0 1 0 : 5 2 : 3 2 A M , k e l l y , D W G T o P D F . p c 3 , 1 : 1 N 0 2 ° 1 7 ' 4 1 " W 3 9 1 . 6 3 ' N 87°55'38" E 175.00' S 0 2 ° 1 7 ' 4 1 " E 3 9 1 . 6 3 ' S 87°55'38" W 175.00' T T BUILDING TYPE: METAL 85' x 85' = 7,225 S.F. O'Reilly Auto Parts FFE: 764.75 VAN VAN S S S S S S S S S S S S S S S S SS SS SS W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G U G E U G E U G E U G E L D L D L D L D L D L D L D L D L D L D L D L D L D L D L D LD LD L D L D LD LD LD LD LD LD LD LD L D L D LD LD L D L D L D L D L D L D L D L D L D L D S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S S S S S S S S 1 inch = ft. GRAPHIC SCALE ( IN FEET ) 0 20 10 20510 40 C-1.5 LA N D S C A P E P L A N FI R S T I S S U E D BY DA T E RE V I S I O N S 132456 O' R E I L L Y A U T O P A R T S ST E P H E N S C I T Y , V I R G I N I A FA I R F A X P I K E / V A S T A T E R O U T E 2 7 7 CO N S T R U C T I O N D R A W I N G S C3 PROJECT #:18-087 REVIEW PROJECT #: SHEET #: SP#14-20 NOT FOR CONSTRUCTION EN G I N E E R : MA T T H E W W . H A S T I N G S PR O F E S S I O N A L E N G I N E E R LI C E N S E # 0 4 5 8 3 3 10 3 7 L O N G B R A N C H L A N E SC O T T S B U R G , V A 2 4 5 8 9 43 4 - 5 7 9 - 4 6 0 4 mw h d e s i g n 1 7 @ g m a i l . c o m PL A N N I N G , V D O T & W A T E R C O M M E N T S 5/ 8 / 2 0 2 0 AB A FR E D E R I C K W A T E R C O M M E N T S 6/ 1 2 / 2 0 2 0 AB A 10.00' PARKING SETBACK 5.00' PARKING SETBACK 5.00' PARKING SETBACK 5 0 . 0 0 ' B U I L D I N G S E T B A C K FAIRFAX PIKE (VA STATE ROUTE 277) VARIABLE PUBLIC R/W COMMON NAMESYM./KEY BOTANICAL NAME MATURE HGTCALIPER HEIGHT SPACINGROOT NOTES SPECIFICATION PLANTING SCHEDULE QUANTITY TREE PLANTING AND STAKING STAKING - TREES WILL BECOME STRONGER FASTER WHEN THE TOP 2/3 OF THE TREE IS FREE TO SWAY. TIE THE TRUNK LOOSELY WITH WIDE STRIPS OF RUBBER OR CLOTH ABOUT 1/3 UP THE TRUNK AND TIE TO THREE STAKES POSITIONED EVENLY AROUND THE TRUNK. STAKES SHOULD BE DRIVEN DEEPLY INTO THE GROUND TO PREVENT DISLODGING. CHECK AT LEAST EVERY THREE MONTHS FOR BINDING OR OTHER PROBLEMS. STAKES AND TIES SHOULD BE REMOVED SIX MONTHS TO ONE YEAR AFTER PLANTING. WRAPPING - WRAP ONLY THIN BARKED TREES IF THEY HAVE BEEN REMOVED FROM SHADE TO WHERE THE TRUNK IS EXPOSED TO DIRECT SUNLIGHT DURING THE DAY. WRAPPING SHOULD BEGIN AT THE BOTTOM AND WORK UP. WRAPPING MATERIAL SHOULD NOT TRAP OR HOLD WATER. PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES. PLANTING - ALL SYNTHETIC MATERIALS SHALL BE CLEARED FROM THE ROOTS, TRUNK AND CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE. LOOSEN AND SPREAD THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE EXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATER THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT THIS POINT EXCEPT TO AMEND THE PH. WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANTS SHOULD BE WATERED AS BACKFILLING IS BEING DONE SO THAT THE SOIL AND ROOTS ARE THOROUGHLY SOAKED. 3' SAUCER SCARIFY SIDES AND BOTTOM OF HOLE BACKFILL SOIL SOIL SURFACE NOTES REMOVE BURLAP FROM TOP OF ROOT BALL BEFORE BACKFILLING AROUND BALL IS COMPLETED ALL TREES WHICH ARE SMOOTH BARKED AT THE TIME OF PLANTING AND HAVE MORE THAN 2' OF CLEAR TRUNK SHALL BE WRAPPED ALL TREE WRAPPING SHALL EXTEND FROM THE TOP OF THE BACKFILL TO THE LOWERMOST TREE BRANCHES BARE ROOT, CONTAINER OR BALL SIZE X Y 8"4"5" TO 30" 30" OR GREATER 12" 6" SCHEDULE FOR PLANT HOLE SIZE 3" - 6" MULCH DOUBLE STRAND 12 GAUGE WIRE: LEAVE SLACK CLOTH OR RUBBER TIE STAKES X Y TREE PLANTING AND STAKING DETAIL NTS SCHEDULE FOR PLANT HOLE SIZE 6"12"30" OR GREATER 5" TO 30"4"8" YXBARE ROOT, CONTAINER OR BALL SIZE X Y LOOSEN SOIL ON SIDES AND BOTTOM OF PLANTING HOLE BACKFILL SOIL AS IN NOTES EXISTING SOIL LEVEL 3" SAUCER 3" MULCH SHRUB PLANTING NOTES PRUNING - CLEANLY PRUNE DAMAGED BRANCHES AND ROOTS AT THIS TIME. ADDITIONAL PRUNING SHOULD BE ONLY FOR SHAPING PURPOSES. PLANTING - ALL SYNTHETIC MATERIALS SHOULD BE REMOVED FROM THE ROOTS, TRUNK OR CROWN OF THE PLANT. THE ROOT BALL MEDIUM SHOULD BE SHAKEN GENTLY FROM THE ROOT BALL IF IT IS A SOILESS MIXTURE. LOOSEN AND SPREAD THE ROOTS IN THE PLANTING HOLE. DAMAGED ROOTS AND ROOTS WHICH ENCIRCLE THE TRUNK SHOULD BE CLEANLY PRUNED. SET THE PLANT SO THAT IT WILL BE AT ITS ORIGINAL DEPTH OR SLIGHTLY ABOVE THE EXISTING GRADE. BACKFILL WITH SOIL FROM THE HOLE. TAMP AND WATER THE SOIL TO PREVENT AIR POCKETS. DO NOT AMEND THE SOIL AT THIS TIME EXCEPT TO ADJUST THE PH. STAKING - STAKE ONLY LARGER PLANTS THAT WILL CATCH THE WIND. EVERGREENS MAY NEED ATTENTION WHERE DECIDUOUS PLANTS DO NOT. WATERING - THE BACKFILL AND ROOTS OF ALL NEWLY SET PLANT MATERIAL SHOULD BE WATERED AS BACKFILLING IS DONE SO THAT THE SOIL AND ROOTS ARE THOROUGHLY SOAKED. SHRUB PLANTING DETAIL LANDSCAPING STANDARDS SECTION 165-202.01 OFF-STREET PARKING; PARKING LOTS 1. RAISED ISLANDS SHALL BE INSTALLED AT THE ENDS OF ALL PARKING BAYS ABUTTING AN AISLE OR DRIVEWAY. THE RAISED ISLANDS SHALL BE BORDERED BY A SIX-INCH CONCRETE OR ROLLED ASPHALT CURB. ALL ISLANDS SHALL BE AT LEAST NINE FEET WIDE AND SHALL EXTEND THE LENGTH OF THE PARKING SPACE OR BAY. THE ISLANDS SHALL BE LANDSCAPED WITH GRASS, SHRUBS, OR OTHER VEGETATIVE MATERIALS. 2. THE PERIMETER OF ALL IMPERVIOUS AREAS SHALL BE LANDSCAPED WITH SHADE TREES AND OTHER LANDSCAPING. ONE TREE SHALL BE PROVIDED FOR EVERY 2,000 SQUARE FEET OF IMPERVIOUS AREA FOR THE FIRST 100,000 SQUARE FEET OF THE ENTIRE SITE. THE PERIMETER LANDSCAPING TREES SHALL BE REASONABLY DISPERSED THROUGHOUT THE PARKING LOT. A THREE-FOOT-HIGH EVERGREEN HEDGE, FENCE, BERM, OR WALL SHALL BE PROVIDED TO PREVENT HEADLIGHTS FROM SHINING ON PUBLIC RIGHTS-OF-WAY AND ADJOINING PROPERTIES. ALL PERIMETER LANDSCAPING SHALL COMPLY WITH THE REQUIREMENTS OF § 165-203.01B, PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE. A. REQUIRED SHADE TREES = 29,431.47 SF / 2,000 SF = 15 SHADE TREES/OTHER LANDSCAPING I. PROVIDED SHADE TREES = 15 TREES 3. INTERIOR LANDSCAPING. A MINIMUM OF 5% OF THE INTERIOR PORTIONS OF PARKING LOTS SHALL BE LANDSCAPED FOR THE PURPOSE OF PROVIDING SHADE TREES. SUCH INTERIOR LANDSCAPING SHALL BE PROVIDED ON RAISED ISLANDS AND IN CONTINUOUS RAISED STRIPS EXTENDING THE LENGTH OF A PARKING BAY. WITHIN THE PARKING LOT, RAISED ISLANDS AND LANDSCAPED AREAS SHOULD BE USES TO DELINEATE TRAFFIC AND PEDESTRIAN CIRCULATION PATTERNS. NO LESS THAN ONE SHADE TREE SHALL BE PROVIDED IN THE INTERIOR OF THE PARKING LOT FOR EACH 10 PARKING SPACES. ALL INTERIOR LANDSCAPING SHALL COMPLY WITH THE REQUIREMENTS OF § 165-203.01B, PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE. A. REQUIRED INTERIOR LANDSCAPING = ±11,589 SF * 5% = 579.45 SF I. PROVIDED INTERIOR LANDSCAPING = 7,734 SF B. REQUIRED PARKING SHADE TREES = 30 SPACES / 10 = 3 TREES I. PROVIDED PARKING SHADE TREES = 3 TREES ABELIA X GRANDIFLORA 'EDWARD GOUCHER'AG AS SHOWN1 GAL3' - 6'31 36"GLOSSY ABELIA 1.25"INS ZELKOVA SERRATAZS AS SHOWNB&B50-80'7 8-10'JAPANESE ZELKOVA QP QUECUS PHELLOS 1.25"AS SHOWNB&B8-10'40' - 60'6WILLOW OAK 1.25" LOROPETALUM CHINESE 'RUBY'LC AS SHOWN3' - 5'31 36"LOROPETALUM 'RUBY'1 GAL MAGNOLIA VIRGINIANAMV AS SHOWN15 - 30'5 8'SWEET BAY MAGNOLIA B&B Know what's below. before you dig.Call R GUY TYING DETAIL (NOT TO SCALE) GUY SPACING DETAIL (NOT TO SCALE) SECTION OF RUBBER HOSE OR MANUFACTURED TIES BETWEEN WIRES AND TREE BARKSTAKING DIAGRAM FOR TREES 6' TO 10' LARGER (NOT TO SCALE)TREE GUYING DIAGRAM FOR TREES 10' OR LARGER (NOT TO SCALE) 120° 120° 120° 18 " - 2 4 " * 4' - 6 ' * PLAN RUBBER HOSE 14 GAUGE WIRE STAKES 1-3/4' X 1-3/4' 2' MINIMUM BURLAP OR APPROVED TREE WRAPPINGMULCH (3") MULCH (2") 1-3/4" X 1-3/4" STAKE 18" - 24" LONG STAKES 4"-6" ABOVE GRADE 14 GAUGE STEEL WIRE STRANDS TWISTED AROUND UNTIL TAUT SECTION OF RUBBER HOSE OR MANUFACTURED TIES BETWEEN WIRES AND TREE BARK ILEX 'NELLIE R. STEVENS'B&B60"15' - 25'8 AS SHOWNNELLY STEVENS HOLLY MV MV MV MV MV QP QP QP QP QP ZS ZS ZS ZS AG (5) LC (5) AG (8) LC (7)AG (8) LC (6) LC (8) AG (5) INS INS INS INS - SOD - PERMANENT SEEDING (PS) PS (TYP.) SOD (TYP.) PS (TYP.) PS (TYP.) PS (TYP.) PS (TYP.) SO D ( T Y P . ) SO D ( T Y P . ) SO D ( T Y P . ) SOD (TYP.) SOD (TYP.) SOD (TYP.) SOD (TYP.) GENERAL LANDSCAPING NOTES: 1. LANDSCAPE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES AND PROPOSED SITE LIGHTING POLE LOCATIONS LOCATED PRIOR TO INSTALLING PLANT MATERIAL. 2. CONTRACTOR SHALL COMPLY WITH SIZING AND GRADING STANDARDS OF THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" BY THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN). 3. DISTURBED AREAS BEHIND PROPOSED BUILDING SHALL BE SEEDED. 4. CONTRACTOR SHALL AMEND ALL PROPOSED PLANT BEDS WITH ORGANIC SOIL AMENDMENT (COMPOST). ROTOTILL BEDS TO A DEPTH OF 8", ADD 2" OF COMPOST AND ROTOTILL AGAIN. REMOVE ALL EXIST. WEEDS, GRASS AND ROOTS. 5. CONTRACTOR SHALL RAKE SMOOTH AND APPLY 1" TO 2" TOPSOIL TO ALL LAWN AREAS RECEIVING SEED OR SOD. REMOVE ALL EXISTING WEEDS, GRASS AND ROOTS. 6. CONTRACTOR SHALL LAY SOD WITH STAGGERED JOINTS, TIGHTLY BUTTED WITH NO INEQUALITIES IN GRADE. PLANT ALL SOD IN ROWS AT RIGHT ANGLES TO SLOPES (WHERE APPLICABLE). 7. SOD SHALL BE A LOCALLY HARVESTED, WARM SEASON VARIETY GRASS SPECIES NATIVE TO THE STEPHENS CITY, VA AREA. 8. CONTRACTOR SHALL MAINTAIN AND WATER SOD INSTALLATION UNTIL GRASS IS FIRMLY ESTABLISHED. 9. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH. REFERENCE DETAILS FOR DEPTH AND TYPE OF MULCH. ALL SHRUBS SHALL BE PLANTED IN MULCHED BEDS. 10. OWNERS OPTION: INSTALL 1 8" THK. x 4" WIDE GREEN STEEL EDGING WITH STEEL STAKES BETWEEN PLANTING BEDS AND LAWN. 11. FINISHED GRADE IN LANDSCAPE ISLANDS SHALL BE INSTALLED SO THAT IT IS ONE INCH LOWER THAN THE TOP OF SURROUNDING CURBS. MULCH WITH 3" OF TRIPLE SHREDDED HARDWOOD MULCH FROM A REPUTABLE LOCAL SOURCE. 12. CONTRACTOR SHALL PROVIDE WATER PERMEABLE WEED MAT FOR ALL PLANTING BEDS. 13. IRRIGATION LAYOUT TO BE PROVIDED BY LANDSCAPING CONTRACTOR. 14. NO TREES OR SHRUBS SHALL BE PLACED IN FREDERICK WATER EASEMENTS. 15. ALL LANDSCAPING WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE SEC. 165-203.01. SOD (TYP.) 1.25" QP INS INS INS INS AG (5) LC (5) ZS ZS ZS SHRUB SHADE TREE SHRUB SHRUB SHADE TREE SHADE TREE 1 1 1 1 1 2 J: \ D D - P R O J E C T S \ 2 0 1 8 \ 1 8 - 0 8 7 \ C I V I L - 1 8 - 0 8 7 \ C u r r e n t D r a w i n g s \ 1 8 - 0 8 7 _ L . d w g , 6 / 1 2 / 2 0 2 0 1 0 : 4 5 : 5 4 A M , k e l l y , D W G T o P D F . p c 3 , 1 : 1 FI R S T I S S U E D BY DA T E RE V I S I O N S 132456 O' R E I L L Y A U T O P A R T S ST E P H E N S C I T Y , V I R G I N I A FA I R F A X P I K E / V A S T A T E R O U T E 2 7 7 CO N S T R U C T I O N D R A W I N G S C3 PROJECT #:18-087 REVIEW PROJECT #: SHEET #: SP#14-20 NOT FOR CONSTRUCTION EN G I N E E R : MA T T H E W W . H A S T I N G S PR O F E S S I O N A L E N G I N E E R LI C E N S E # 0 4 5 8 3 3 10 3 7 L O N G B R A N C H L A N E SC O T T S B U R G , V A 2 4 5 8 9 43 4 - 5 7 9 - 4 6 0 4 mw h d e s i g n 1 7 @ g m a i l . c o m PL A N N I N G , V D O T & W A T E R C O M M E N T S 5/ 8 / 2 0 2 0 AB A C-2.1 SI T E D E T A I L S 6" 4" DENSE GRADED AGGREGATE BASE COMPACTED TO DENSITIES AS ESTABLISHED BY PROCTOR TEST AS SPECIFIED IN GEOTECHNICAL REPORT) COMPACTED SUB GRADE (TO DENSITY AND OPTIMUM MOISTURE CONTENT AS REQUIRED BY THE GEOTECHNICAL REPORT) PROVIDE CONTROL JOINTS AT 12'-0" O.C. (25% SLAB THICKNESS) CONCRETE PAVEMENT w/ WWF AT 2 3 THICKNESS (SEE GEOTECH REPORT FOR MIN. STRENGTH AND MIX SPECIFICATIONS. HEAVY DUTY CONCRETE PAVING NOT TO SCALE 2.00' PL A N D I M E N S I O N RE F E R E N C E 1.00' 0. 5 0 ' 0.67'0.33' 0.25' 0. 5 0 ' NOTE: CONTRACTOR'S OPTION TO POUR INTEGRAL (MONOLITHIC) CURB AND PAVING. WHERE PAVING POURED SEPARATE, PROVIDE KEY-WAY OR #4 X 1'-0" DOWELS AT 48" O.C. PAVING, REFER TO SITE DEVELOPMENT PLAN FOR LOCATION AND TYPE. (3) #4's CONT. W/ 3" MIN. COVER #4 TIE BARS AT 48" O.C. PROVIDE CONTROL JOINTS AT 10'-0" O.C. (25% SLAB THICKNESS) CONCRETE CURB SECTION (O'REILLY STD DETAIL) NOT TO SCALE 6" 12 " 6" 0. 3 3 ' PROVIDE RADIUS AT ALL EXPOSED CORNERS OF CURB (1) #3 CONT. AT NOSING CONCRETE SIDEWALK, REFER TO DETAIL THIS SHEET NOTE: REFER TO SITE GRADING PLAN FOR ELEVATIONS OF PAVEMENT ADJACENT TO SIDEWALKS. CONCRETE SIDEWALK CURB SECTION (O'REILLY STD DETAIL) NOT TO SCALE 0. 3 3 ' 0. 3 3 ' PROVIDE TOOLED CONTROL JOINTS AT 6' O.C. ( 25% SLAB THICKNESS ) AND ISOLATION JOINTS AT 24' O.C., UNLESS OTHERWISE NOTED. 4" THICK CONCRETE SIDEWALK COMPACTED SUB BASE COMPACTED SUB GRADE CONTROL JOINT CONCRETE SIDEWALK SECTION (O'REILLY STD DETAIL) NOT TO SCALE 20" 20 " 12" SI D E W A L K 12 ' - 0 " T O 0. 4 2 ' 0.83' 0. 4 2 ' 5" NOTE: SYMBOL TO BE PAINTED (HIGHWAY GRADE) OR DECAL ADHERED TO PAVEMENT. COLOR TO MATCH STRIPPING UNLESS OTHERWISE REQUIRED BY LOCAL ACCESSIBILITY STANDARDS. 0.42' 18 " 6" 0.42' ACCESSIBLE PARKING SYMBOL STRIPING DETAIL (O'REILLY STD DETAIL) NOT TO SCALE 0. 5 0 ' 12" DIAMETER 3. 0 0 ' 3. 0 0 ' BOLLARD: STANDARD 4" INSIDE DIAMETER STEEL. (PAINT) REFER TO ARCHITECTURAL EXTERIOR FINISH SCHEDULE. CONCRETE PAD OR SIDEWALK: REFER TO SITE DEVELOPMENT FOR LOCATION AND TYPE. CONCRETE FOOTING CONCRETE FILL STEEL BOLLARD SECTION (O'REILLY STD DETAIL) NOT TO SCALE CONCRETE PAVING SHOWN PER GEOTECHNICAL REPORT AND RECOMMENDATIONS BY VIOLA ENGINEERING, PC AND ISSUED ON 06-13-19 BY MARK A. VIOLA, PE. 4" 6" STANDARD DUTY CONCRETE PAVING NOT TO SCALE DENSE GRADED AGGREGATE BASE COMPACTED TO DENSITIES AS ESTABLISHED BY PROCTOR TEST AS SPECIFIED IN GEOTECHNICAL REPORT) COMPACTED SUB GRADE (TO DENSITY AND OPTIMUM MOISTURE CONTENT AS REQUIRED BY THE GEOTECHNICAL REPORT) CONCRETE PAVEMENT w/ WWF AT 2 3 THICKNESS (SEE GEOTECH REPORT FOR MIN. STRENGTH AND MIX SPECIFICATIONS. 6.00' 3.00'3.00' 3. 0 0 ' 1. 0 0 ' 1. 0 0 ' 1. 0 0 ' NOTE: SYMBOL TO BE PAINTED (HIGHWAY GRADE) OR DECAL ADHERED TO PAVEMENT. COLOR TO MATCH STRIPPING UNLESS OTHERWISE REQUIRED BY LOCAL GOVERNING STANDARDS. STRIPING STRAIGHT ARROW DETAIL (O'REILLY STD DETAIL) NOT TO SCALE 2" BL U E WH I T E PAVEMENT PARKING SPACE STRIPE ACCESSIBLE PARKING STRIPING DETAIL (O'REILLY STD DETAIL) NOT TO SCALE 6"6" DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH AND 24" DEPTH OF THE CURB RAMP (CAUTION YELLOW COLOR WITH .9" DIA. AND RAISE .02" PER ADAAG 4.7.7) PROVIDE DETECTABLE WARNINGS WITH RAISED PATTERN 8'-0"(REFE R T O S I T E P L A N ) 2 3/8" CL CL2 3 / 8 " L C C L 2'- 0 " 8" FOR LOCATIONS WITH CIRCULATION PERPENDICULAR TO RAMP (SEE PLANS FOR ACTUAL SPOT ELEVATIONS, DIMENSIONS AND SLOPES OF RAMP) DETECTIBLE WARNING DETAIL (O'REILLY STD DETAIL) NOT TO SCALE 4- 1 / 2 " 6" 6'-0" 9"1/4" 1/4" 6" 5" 2-1"∅ H O L E S 5" 2" 3 " 2" 9" 2-#3 REBARS SECTION #6 @ 2'-6" LONG SEAL HOLE W/ MORTAR PRECAST CONCRETE WHEELSTOP NOT TO SCALE 1.00' 3' - 0 " 1. 5 0 ' 2' - 0 " SIGNAGE: "HANDICAPPED PARKING" EQUAL TO "BEST" No. SS53. AT RIGHT HAND DISCHARGE LOCATION PROVIDE "VAN ACCESSIBLE" SIGNAGE EQUAL TO "BEST" No. SS57. ATTACH EA. SIGN TO BOLLARDS W/ GALV. MOUNTING BOLTS. 4'-0" X 1 1/2" DIAMETER GALVANIZED POLE SET INSIDE BOLLARD W/ CONCRETE. BOLLARD: REFER T0 DETAIL THIS SHEET RESERVED PARKING ACCESSIBLE SPACE PARKING SIGN DETAIL (O'REILLY STD DETAIL) NOT TO SCALE VDOT GENERAL NOTES V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL SAFETY & HEALTH (VOSH) RULES AND REGULATIONS. V3. WHEN WORKING WITHIN 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. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT RIGHT OF WAY. V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY. V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION. V8.THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE. V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. V10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS. V12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS, CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR’S IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS AND PROCEDURES. V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. V15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA LAND USE ENGINEER OR THEIR REPRESENTATIVE. V17. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF THE DEVELOPER. V18. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. V19. THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V20. AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY CONTROL STRIP. V21. ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TEST. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE CONTROL STRIP. V22. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36) INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT. V23. VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED ON THESE PLANS IN ACCORDANCE WITH VDOT’S INSTALLATION CRITERIA. FINAL APPROVAL OF THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE. V24. APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL LETTER. V25. VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V26. THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY VDO 1 J: \ c a b b o t t \ D D - P R O J E C T S \ 2 0 1 8 \ 1 8 - 0 8 7 \ C I V I L - 1 8 - 0 8 7 \ C u r r e n t D r a w i n g s \ 1 8 - 0 8 7 _ D . d w g , 5 / 1 2 / 2 0 2 0 8 : 3 9 : 2 6 A M , A l l i s o n A v e r e t t e , D W G T o P D F . p c 3 , 1 : 1 FI R S T I S S U E D BY DA T E RE V I S I O N S 132456 O' R E I L L Y A U T O P A R T S ST E P H E N S C I T Y , V I R G I N I A FA I R F A X P I K E / V A S T A T E R O U T E 2 7 7 CO N S T R U C T I O N D R A W I N G S C3 PROJECT #:18-087 REVIEW PROJECT #: SHEET #: SP#14-20 NOT FOR CONSTRUCTION EN G I N E E R : MA T T H E W W . H A S T I N G S PR O F E S S I O N A L E N G I N E E R LI C E N S E # 0 4 5 8 3 3 10 3 7 L O N G B R A N C H L A N E SC O T T S B U R G , V A 2 4 5 8 9 43 4 - 5 7 9 - 4 6 0 4 mw h d e s i g n 1 7 @ g m a i l . c o m PL A N N I N G , V D O T & W A T E R C O M M E N T S 5/ 8 / 2 0 2 0 AB A C-2.2 SI T E A N D U T I L I T Y D E T A I L S 4"POST WITH CAPS SPACED (8'-0" O.C. MAXIMUM). POLYMER COMPOSITE 1"X6" VERTICAL BOARDS WITH SQUARE EDGES. 2" GALV. STEEL PIPE (SS40) WITH TENSION BAND POST CONNECTORS AND BOLTS TO ATTACH HORIZONTAL STRINGERS. ALL FASTENERS TO BE GALVANIZED. POLYMER COMPOSITE 2"X4" HORIZONTAL STRINGERS, (3) MINIMUM. PROVIDE (2) 3/8" DIA. WEEP HOLES, TYP. EXTEND 6" MINIMUM INTO CONCRETE SLAB WITH SLEEVES GROUTED. CONTRACTOR'S OPTION TO PROVIDE SURFACE MOUNTED GALV. (4) BOLT PATTERN POST SHOES WITH POST LOCKING NUTS. EXPANSION ANCHORS TO EXTEND 6" MINIMUM INTO CONCRETE. CONCRETE PAVEMENT, REFER TO SITE PLAN FOR TYPE. LAWN OR PAVEMENT, REFER TO PLAN FOR CONDITIONS. EXTEND SLAB REINFORCEMENT DOWN INTO THICKEND EDGE. B.O. FOOTING EL. (F.V.) (MIN. BELOW LOCAL FROST LINE) 2 A6.2 SCALE: 3/4" = 1'-0" 1 A6.2 5'-0" 14'-0" 4'-0" 1'-8" 6' - 0 " 5'-0" 6" PLAN SECTION 3 1 / 8 " 6" FR O N T BA C K SI D E 3" 3" 3' - 4 " 6' - 0 " 8" (B E L O W L O C A L FR O S T L I N E M I N I M U M ) 3/4" 3" 8" 2" HINGE POST: TUBE STEEL 4" x 4" x 1/4" WITH 1/4" CAP PLATE 3/4" DIA. STEEL ROD HINGE PIN (FIELD GREASE) (2) LOOSE FLAT WASHERS WITH GREASE AT TOP AND BOTTOM HINGES. 5/16" X 3" STEEL PLATE HINGE PIN BRACKET. 3/4" I.D. SCHEDULE 80 PIPE X 1" LONG WELDED TO HINGE PIN ROD. GATE FRAME ASSEMBLY (IN FOREGROUND) HINGE ASSEMBLY (SHOWN AS HIDDEN). REFER HINGE ELEVATION. CONCRETE PAD, REFER SITE DEVELOPMENT FOR TYPE AND LOCATION. 10 " T.O. POST EL. 106'-0" SCREEN FENCE SECTION SCALE: 3/4" = 1'-0" POST ELEVATION HINGE ELEVATION (GATE END) POLYMER COMPOSITE MATERIAL SCREEN FENCE REFUSE ENCLOSURE PLAN HINGE POST ASSEMBLY (BEYOND). REFER ELEVATION. 3/4" I.D. SCHEDULE 80 PIPE HINGE PIN SLEEVE. 5/16" STEEL PLATE SLEEVE BRACKET. HINGE END OF GATE ASSEMBLY. REFER ELEVATION AND PLAN SECTION. 4" NOTE: ALL FIXED ASSEMBLIES TO BE FILLET WELDED. 4" 4" 3" 1" 2" 1" 3" 1 1 / 2 " SCREEN FENCE GATE DETAILS 14 ' - 0 " SCALE: 3/4" = 1'-0"A6.2 3 BOLLARDS, REFER TO DETAIL SHEET C-2.1 REFUSE CONTAINER, SIZE AND TYPE PER LOCAL DISPOSAL SERVICE STANDARDS. 5'-0" REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. DIMENSIONS ARE TO ROUGH FACE OF CONCRETE, FRAMING, OR CENTER LINE OF STRUCTURE UNLESS OTHERWISE INDICATED. REFER TO CIVIL DRAWINGS FOR ADDITIONAL REQUIREMENTS. REFER TO ARCHITECTURAL EXTERIOR FINISH SCHEDULE FOR MATERIAL TYPES, COLORS, AND FINISHES. UNLESS OTHERWISE INDICATED PROVIDE FINISHES AS FOLLOWS: 1. ALL NON-GALVANIZED METAL PARTS TO BE PRIMED AND PAINTED (2) COATS SHERWIN WILLIAMS SW6468 "HUNT CLUB". 2. POLYMER COMPOSITE MATERIAL COLOR TO BE EQUAL TO FIBERON "COASTAL CEDAR", "JATOBA", OR "CEDAR". FINAL COLOR TO BE SELECTED BY OWNER FROM MANUFACTURER'S STANDARD SAMPLES. . 5'-0" 1' - 6 " 1'-8" GENERAL NOTES CANE BOLT ROD SLEEVES 5'-0" NOTE: SLOPE PAVEMENT 2% MIN. TO DRAIN THROUGH GATE OPENING. REFER TO SITE GRADING PLAN FOR ADDITIONAL REQUIREMENTS. NOTE: REFER TO SITE DEVELOPMENT PLAN FOR REFUSE ENCLOSURE LOCATION AND ORIENTATION. 4" CONCRETE APRON CONCRETE SLAB CONTROL OR EXPANSION JOINT 6' - 0 " T.O. SLAB EL. (VAR.) (REF. CIVIL) 2' - 0 " 2' - 0 " 1' - 0 " 5" 5" 2" 3' - 6 " ( N . T . S ) 4' - 0 " ( N . T . S ) 1'-0" 2' - 3 " 2' - 3 " 2" 2" 4" GATE FRAME: STEEL TUBE 2"x 2"x 1/4" WITH WELDED JOINTS. POLYMER COMPOSITE 2 X 4's HORIZONTAL ON STEEL FRAME ATTACHED WITH 1/4" GALV. CARRIAGE BOLTS AT 12" O.C.. POLYMER COMPOSITE 1X6 WITH SQUARE EDGES. ASTRAGAL: STEEL ANGLE 2" X 3" X 1/4" X 4'-0". HEAVY DUTY SLIDE BOLT LATCH EQUAL TO STANLEY "SP1271". CANE BOLTS: 3/4" DIA. BENT ROD 4" X 3'-4" LONG WITH 3" LONG STEEL PIPE ROD GUIDES AND 1/4" BENT PLATE ROD CATCH WITH 1/4" ATTACHMENT PLATE. TENSION STRAP: 1/4" X 2" STEEL BAR WELDED TO BACK OF FRAME. STEEL FABRICATED HINGES, REFER POST ELEVATIONS. CONCRETE PAD, REFER SITE DEVELOPMENT FOR TYPE AND LOCATION. 1" DIA. ROD SLEEVE. HINGE POST: TUBE STEEL 4" x 4" x 1/4" WITH 1/4" CAP PLATE ASTRAGAL: STEEL ANGLE 2" X 3" X 1/4" X 4'-0". 1/4" BENT PLATE ROD GUIDE CATCH. 3" LONG STEEL PIPE ROD GUIDES WITH 1/4" ATTACHMENT PLATE. CANE BOLTS: 3/4" DIA. BENT ROD 4" X 3'-4" LONG DIAMETER FRONT ELEVATION 4" 3" 1 3 / 4 " 3/ 4 " 1 1 / 2 " 2" 1" 3/4"7/ 8 " 3/4" 4' - 0 " ( N . T . S ) 4' - 0 " 6" 1' - 6 " 3" 1"4" 3" 1"4" 10 " 2" 4"5'-0" 3/4" 1'-0" DIAMETER 3' - 6 " ( N . T . S . ) 6" C-2.2 C-2.2 2 C-2.2 3 2 D C B A DUMPSTER PAD DETAIL NOT TO SCALE 6" CONCRETE 6x6 10/10 WWF @ MID DEPTH NOT TO SCALE FLUME DETAIL 12" MIN. PER PLAN CURB & GUTTER AS SPECIFIED ON PLANS TRANSITION SPECIFIED CURB INTO FLUME PER THE RADIUS SHOWN ON THE PLANS OR TO BE PERPENDICULAR V A R I E S , S E E P L A N PROVIDE 12"x12" TURNDOWN/FOOTING AT END OF FLUME. 12 " MATERIALS AND CONSTRUCTION SHALL MEET OR EXCEED THOSE SPECIFIED FOR STANDARD CURB & GUTTER PROVIDE PLUNGE POOL PER THE DIMENSIONS ON THE PLANS. POOL SHALL BE MIN 12" FROM FLOW LINE AT END OF FLUME TO TOP OF STONE AND SHALL HAVE A LEVEL LIP WITH SOD STRIP IN THE LOCATION SHOWN ON THE PLANS. PROVIDE FILTER FABRIC BELOW ALL STONE J: \ c a b b o t t \ D D - P R O J E C T S \ 2 0 1 8 \ 1 8 - 0 8 7 \ C I V I L - 1 8 - 0 8 7 \ C u r r e n t D r a w i n g s \ 1 8 - 0 8 7 _ D . d w g , 5 / 1 2 / 2 0 2 0 8 : 3 9 : 4 6 A M , A l l i s o n A v e r e t t e , D W G T o P D F . p c 3 , 1 : 1 FI R S T I S S U E D BY DA T E RE V I S I O N S 132456 O' R E I L L Y A U T O P A R T S ST E P H E N S C I T Y , V I R G I N I A FA I R F A X P I K E / V A S T A T E R O U T E 2 7 7 CO N S T R U C T I O N D R A W I N G S C3 PROJECT #:18-087 REVIEW PROJECT #: SHEET #: SP#14-20 NOT FOR CONSTRUCTION EN G I N E E R : MA T T H E W W . H A S T I N G S PR O F E S S I O N A L E N G I N E E R LI C E N S E # 0 4 5 8 3 3 10 3 7 L O N G B R A N C H L A N E SC O T T S B U R G , V A 2 4 5 8 9 43 4 - 5 7 9 - 4 6 0 4 mw h d e s i g n 1 7 @ g m a i l . c o m PL A N N I N G , V D O T & W A T E R C O M M E N T S 5/ 8 / 2 0 2 0 AB A C-2.3 ER O S I O N C O N T R O L D E T A I L S J: \ c a b b o t t \ D D - P R O J E C T S \ 2 0 1 8 \ 1 8 - 0 8 7 \ C I V I L - 1 8 - 0 8 7 \ C u r r e n t D r a w i n g s \ 1 8 - 0 8 7 _ D . d w g , 5 / 1 2 / 2 0 2 0 8 : 4 0 : 0 8 A M , A l l i s o n A v e r e t t e , D W G T o P D F . p c 3 , 1 : 1