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HomeMy WebLinkAbout44-17 Site Plan351 VICTORY ROAD - RV LOT GENERAL 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION OF THE COMPLETED INSTALLATION OF THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, FREDERICK COUNTY AND THE CONTRACT DOCUMENTS. 2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES, HOWEVER, SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-552-7001. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, ELEVATIONS AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS. 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER. 5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE PERMIT CONDITIONS IMPOSED. 6. ALL GRADING IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY. 7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING STRUCTURES AND START OF CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR ROAD, AND OFFSET HUB ELEVATION. B. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 9. THE TRAFFIC COUNTS HAVE BEEN PROVIDED AS DETERMINED BY ILEA USING ITE TRIP GENERATION. 10. PRIOR TO INITIATING GRADING OR OTHER ON-SITE ACTIVITIES ON ANY PORTION OF A LOT OR PARCEL ALL WETLAND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS SHALL HAVE BEEN OBTAINED. 11. ALL UTILITIES MUST BE UNDERDROUND AND ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT-OF-WAYS. 12. ALL SIGNAGE SHALL CONFORM TO 165-201.06 OF THE FREDERICK COUNTY ZONING ORDINANCE. NEW SIGNAGE TO BE ADDED TO EXISTING SIGN. (SEE PLAN FOR LOCATION) EROSION CONTROL 1. A LAND DISTURBANCE PERMIT WILL BE REQUIRED PRIOR TO INITIATING ANY SITE WORK. THIS PERMIT CAN BE OBTAINED FROM THE FREDERICK COUNTY PLANNING AND ZONING DEPARTMENT. 2. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD. 3. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. 4. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF PIPE -LAYING IN THE AFFECTED AREA. 5. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE PROVIDED WITH 6" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BEDS TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED, AND SEEDED TO ACHIEVE LAWN CONDITIONS. FIRE & RESCUE 1. BURNING OF LAND CLEARING DEBRIS REQUIRES A PERMIT FROM THE FIRE MARSHAL. BURNING OF CONSTRUCTION DEBRIS ON SITE IS PROHIBITED. 2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. TEMPORARY STREET SIGNS AND ADDRESSES MUST BE POSTED AS CONSTRUCTION BEGINS. PARKED VEHICLES AND STAGING OF CONSTRUCTION MATERIALS ARE PROHIBITED WITHIN 20" OF FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME. VIRGINIA DEPARTMENT OF TRANSPORTATION WALL 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. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH SECTION 104.04(C) OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 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 VOOT 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. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAN© USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY. V7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. V8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE WHEN WORK 15 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. V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED AND MAINTAINED 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. THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (VOCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED. 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 AND FILL. WHERE CBR TESTING IS REQUIRED, A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED IS REPRESENTATIVE OF THE LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN A ACCORDANCE WITH ALL APPLICABLE VDOT STANDARDS ND PROCEDURES. V14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS- 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION OF VDOT, DENSITY TESTS SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN ACCORDANCE WITH 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. 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. V17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIREDSTREET SIGNAGE AND/OR PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S DISCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. V18. THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY 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 RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE OBSCURED. V19. 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. V20. 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 VFM-76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. 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. V21. IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-S!X (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. V22. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL LETTER. V23. VDOT STANDARD CG -12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS AND/OR AS SPECIFIED BY VDOT. V24. 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. SITE PLAN (#44-17) SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA O z 0 c� Q d -N- 7 O �O ! O 000 0 1000 2000 4 0 OWNER / DEVELOPER VIRGINIA PREFERRED PROPERTIES LLC 220 ARBOR COURT WINCHESTER, VA 22602 (540)665-9600 REQUIREMENTS BUILDING SETBACKS (M1 ZONING) - 75' FRONT/25' SIDE AND REAR REQUIRED 75' FRONT/25' SIDE AND REAR PROVIDED BUSINESS SIGNAGE- NONE PROPOSED LANDSCAPE (MIN. AREA) - 25% REQUIRED, 44.7% PROVIDED BUILDING HEIGHT ALLOWED - 60' MAX REQ'D (NO STRUCTURES PROPOSED) THE PROPOSED USE WILL CONFORM TO THE REQUIREMENTS SPECIFIED IN SECTION §165-204.18 OF THE FREDERICK COUNTY ZONING ORDINANCE. UTILITY CONTACTS VERIZON SHENANDOAH GAS 141 RAINVILLE RD 350 HILLANDALE LANE PMP116 WINCHESTER, VA 22602 WINCHESTER,VA 22602 (540) 868-7911 SHENANDOAH ELECTRIC COOPERATIVE FREDERICK WATER 3463 VALLEY PIKE 315 TASKER ROAD WINCHESTER, VA 22602 STEPHENS CITY, VA. (540) 868-0097 (540) 868-1061 SITE PLAN APPROVAL NAME WX DATE -b43 SITE PLAN NUMBER "17 CONTACT "MISS UTILITY" AT 1-800-552-7001 PRIOR TO COMMENCING WORK EMERGENCY CALL 911 POLICE - FIRE - RESCUE PROJECT: 351 VICTORY ROAD - RV LOT ENGINEER/SURVEYOR: URBAN, LTD. 133 S. BRADDOCK ST. WINCHESTER, VA 22601 540-450-0211 ZONING: M-1 PIN #: 64(A)80 D PROPOSED USE: RECREATIONAL VEHICLE SELF STORAGE CURRENT USE: VACANT PLAN IS SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. NO TITLE REPORT FURNISHED. BOUNDARY INFORMATION PROVIDED BY SURVEY BY URBAN LTD. DATED: JUNE 10, 2015 TOPOGRAPHY BASED ON VIRGINIA STATE PLANE HORIZONTAL NAD83 VERTICAL NAVD 88 BY URBAN, LTD DATED JUNE 10, 2015 TOTAL PROPERTY AREA = 10.92 Ac. (475,675.2 SF) TOTAL PROJECT AREA = 2.93 Ac. (127,777.9 SF) TOTAL RV STORAGE AREA = 1.62 Ac. (70,850.2 SF) TOTAL DISTURBED AREA = 0.98 Ac. (42,906 SF) TOTAL EX. PAVED AREA = 0.64 Ac. (27,878.4 SF) SITE CONDITIONS: WOODLANDS - NONE STEEP SLOPES - NONE LAKES AND PONDS - NONE WETLANDS - NONE FLOODPLAINS - NONE PREVIOUS APPROVALS: #15-78, #49-87, #25-17 and #28-88 SHEETINDEX 1. COVER SHEET 2. GENERAL NOTES & DETAILS 3. SITE PLAN LAYOUT 4. EROSION AND SEDIMENT CONTROL PLAN 5. EROSION AND SEDIMENT CONTROL DETAILS 6. PHOTOMETRIC PLAN RESPONSIBLE LAND DISTURBER NAME 00 CERTIFICATION I EXP. DA TE i. The Responsible Land Disturber is that party responsible for carrying out the land disturbing activity as set forth in the plans. 2. NOTE: An on-site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer prior to commencing any site work. 3. The contractor will possess a Land Disturbance Permit prior to any site work or construction. APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE O F-� U Q z H Q Z A> w d � <> w W 3U Q U 20 O WQ U M SHEET I OF 6 SP -12924 Q z CJ nm 2 00 � Nt7 a � p O F-� U Q z H Q Z A> w d � <> w W 3U Q U 20 O WQ U M SHEET I OF 6 SP -12924 Q z CJ FILL POST WITH CONCRETE 2"W IDE, WHITE REFLECTIVE TAPE PERIMETER LANDSCAPING Total Sq.Ft. Impervious Area 42,906 S.F. 1 Canopyy Tree pper 2000 t. Sq. of First 100000 Ft. Sq. & 1 Canopy Tree 5000 Ft. Min. Size per Sq. of Remainder Over 100000 Ft. Sq. C/D Impervious 21 Total Proposed 51 LEGEND _==C::�I== EXISTING STORM DRAIN PROPOSED STORM DRAIN EXISTING CONTOUR PROPOSED CONTOUR -.)d-- EXISTING SANITARY SEWER 4'DtAM STIES PIPE --(D*-- PROPOSED SANITARY SEWER o EXISTING WATER LINE _W_ g rn PROPOSED CAT. II DECIDUOUS TREE CREDITED -w- PROPOSED WATER LINE � Z PAINT POST EXISTING TREE LINE W TOWARDS INTERIOR PARKING LOT LANDSCAPING &C) EXI0 5 TREE OR CANOPY REQUIREMENTS. TOSREMAIN OR TO BEREES GRADE REMOVED, SEE LANDSCAPE PLANS). �] OC PROPOSED LIMITS OF CLEARING W 37,50 EXISTING SPOT ELEVATION SET POST IN CONCRETE +3750 PROPOSED SPOT ELEVATION w 19" B .. 7-1 I BOLLARD DETAIL NOT TO SCALE Plant List Symbol Quantity Botanical Name Min. Size SOIL GROUP Common Name C/D anopy rees o e se ec a rom e o owing 2" Cal, Cupressus Sempervirens Cypress 51 Acer Saccharum Sugar Maple Acer Rubrum Evergreen PROPOSED CURB AND GUTTER 6 R (VDOT STD. CG-6)�:�8 g 4 LANDSCAPING NOTES: CGCG,C�R SPILL AND TRANSITION $ 1. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK CURB AND GUTTER 5 o a o COUNTY PLANNING DEPARTMENT = F, 2. ALL TREES SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AT THE TIME OF PROPOSED DRAINAGE CURB CUT PLANTING, PER THE FREDERICK COUNTY ZONING ORDINANCE $165-204.18(F)(2)(3). g ® RIPRAP 3 TRAFFIC BARRICADE c NOTE: REMOVE ONLY BROKEN ® UTILITY PREBLASi FFORM S ,WHILE RETAINING ORIGINAL PROPOSED SIDEWALK THREE HARDWOOD STAKES PER TREE WITH PROPOSED HANDICAP RAMP i 4 RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND STREET SIGN .9 u BASKET FROM TO 113 OF ROOTBALL O u 02" SHREDDED HARDWOOD MULCH , STOP SIGN p YIELD & RIGHT TURN ONLY n CUT EDGE OF MULCH RING COMBINATION SIGN � FINISH GRADE • BUILDING EGRESS Paw 2 T III= COMPACTED PLANTING SOIL MIX 1' M -III III �I = PAD OF PLANTING SOIL I MIX 955 COMPACT 1�1 N•100 / 12" MIN. SECURITY GATE DETAIL J z L - TYPICAL DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE NH1 SURVEYORS FLAG GARDEN HOSE 1/2" MIN. .I TURN BUCKLE �R�OBURLAP FROM TOP 3 1 3 OFF ROOT BALL DOUBLE STRAND 12 / GAUGE GALVANIZED WIRE, TWISTED . 3" SHREDDED HARDWOOD MULCU TAMP OR WATER TOPSOIL - 3" EARTH BERM TO FORM Q AT 6" INTERVALS; , Y, SAUCER WATER THOROUGHLY , WHEN HOLE IS 2/3 2"X2" HARDWOOD O FULL STAKES 0.9m MIN. LENGTH A 6" MIN. BETWEEN BALL LOOSEN SUBSOIL AT BOTTOM OF AND BOTTOM OF EXCAVATION EXCAVATION TO 6" MIN. E-+ DEPTH, TAMP. U Q TYPICAL SECURITY GATE. 8' SECURITY FENCE AND GATE TO BE PROVIDED. SECURITY FENCE TO BE CONSTRUCTED ON SITE USING STANDARD CHAIN LINK FENCING MATERIALS. 1 C7 EVERGREEN TREE g Q Z A 5 NOT TO SCALEW C)a W EZ O W �O SOILS INFORMATION F� z zO��w�� Q U C7 w NOTE: En PARKING AREA SOIL INFORMATION WAS TAKEN FROM A HISTORICAL REPLICA OF "SOIL SURVEY OF FREDERICK COUNTY,VIRGINIA" TYPICAL SECTION MAJOR FIELDWORK FOR SOIL SURVEY WAS COMPLETED IN 1964. NOT i0 SCALE r - THE SITE IS ENTIRELY CONTAINED WITHIN THE ABOVE SOIL CLASSIFICATION. 1 M z B" AGGREGATE BASE (21A) COLWACTEO SUBGRADE STORM WATER MANAGEMENT SUMMARY U THIS DEVELOPMENT CONSISTS OF THE CONVERSION OF A PORTION OF AN EXISTING VACANT PARCEL INTO A GRAVEL OUTDOOR VEHICLE PARKING AREA. A PORTION OF THE SITE WAS PREVIOUSLY COVERED SHEET BY GRAVEL, WHICH WILL REMAIN. ADDITIONAL GRAVEL AREA WAS ADDED AND FENCED FOR SECURITY 2 PURPOSES. THE TOTAL ADDITIONAL GRAVELED AREA IS PROPOSED TO BE LESS THAN 1 ACRE OF NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT FREDERICK (APPROXIMATELY 42,906 SF) . THE SITE WILL CONTINUE TO DRAIN VIA SHEET FLOW AS IT DID 6 COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND PRE -DEVELOPMENT. SPECIFICATIONS. SP -12924 UNIT NAME HYDROLOGIC SYMBOL 98 Clearbrook channe silt loan 2 to 7 Percent slope; lei AREA DRAIN SOIL GROUP C/D G WATER METER CROCK PROPOSED FIRE HYDRANT Z EXISTING FIRE HYDRANT �— PROPOSED SANITARY LATERAL tom- rw SS m 0 1 1 1 1 1 1 SANITARY SEWER MANHOLE REFERENCE NUMBER B 0 1 STORM SEWER STRUCTURE REFERENCE NUMBER ® o PROPOSED CURB AND GUTTER 6 R (VDOT STD. CG-6)�:�8 g 4 LANDSCAPING NOTES: CGCG,C�R SPILL AND TRANSITION $ 1. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK CURB AND GUTTER 5 o a o COUNTY PLANNING DEPARTMENT = F, 2. ALL TREES SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AT THE TIME OF PROPOSED DRAINAGE CURB CUT PLANTING, PER THE FREDERICK COUNTY ZONING ORDINANCE $165-204.18(F)(2)(3). g ® RIPRAP 3 TRAFFIC BARRICADE c NOTE: REMOVE ONLY BROKEN ® UTILITY PREBLASi FFORM S ,WHILE RETAINING ORIGINAL PROPOSED SIDEWALK THREE HARDWOOD STAKES PER TREE WITH PROPOSED HANDICAP RAMP i 4 RUBBER HOSE OVER THE GUY WIRES REMOVE BURLAP, ROPE AND STREET SIGN .9 u BASKET FROM TO 113 OF ROOTBALL O u 02" SHREDDED HARDWOOD MULCH , STOP SIGN p YIELD & RIGHT TURN ONLY n CUT EDGE OF MULCH RING COMBINATION SIGN � FINISH GRADE • BUILDING EGRESS Paw 2 T III= COMPACTED PLANTING SOIL MIX 1' M -III III �I = PAD OF PLANTING SOIL I MIX 955 COMPACT 1�1 N•100 / 12" MIN. SECURITY GATE DETAIL J z L - TYPICAL DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE NH1 SURVEYORS FLAG GARDEN HOSE 1/2" MIN. .I TURN BUCKLE �R�OBURLAP FROM TOP 3 1 3 OFF ROOT BALL DOUBLE STRAND 12 / GAUGE GALVANIZED WIRE, TWISTED . 3" SHREDDED HARDWOOD MULCU TAMP OR WATER TOPSOIL - 3" EARTH BERM TO FORM Q AT 6" INTERVALS; , Y, SAUCER WATER THOROUGHLY , WHEN HOLE IS 2/3 2"X2" HARDWOOD O FULL STAKES 0.9m MIN. LENGTH A 6" MIN. BETWEEN BALL LOOSEN SUBSOIL AT BOTTOM OF AND BOTTOM OF EXCAVATION EXCAVATION TO 6" MIN. E-+ DEPTH, TAMP. U Q TYPICAL SECURITY GATE. 8' SECURITY FENCE AND GATE TO BE PROVIDED. SECURITY FENCE TO BE CONSTRUCTED ON SITE USING STANDARD CHAIN LINK FENCING MATERIALS. 1 C7 EVERGREEN TREE g Q Z A 5 NOT TO SCALEW C)a W EZ O W �O SOILS INFORMATION F� z zO��w�� Q U C7 w NOTE: En PARKING AREA SOIL INFORMATION WAS TAKEN FROM A HISTORICAL REPLICA OF "SOIL SURVEY OF FREDERICK COUNTY,VIRGINIA" TYPICAL SECTION MAJOR FIELDWORK FOR SOIL SURVEY WAS COMPLETED IN 1964. NOT i0 SCALE r - THE SITE IS ENTIRELY CONTAINED WITHIN THE ABOVE SOIL CLASSIFICATION. 1 M z B" AGGREGATE BASE (21A) COLWACTEO SUBGRADE STORM WATER MANAGEMENT SUMMARY U THIS DEVELOPMENT CONSISTS OF THE CONVERSION OF A PORTION OF AN EXISTING VACANT PARCEL INTO A GRAVEL OUTDOOR VEHICLE PARKING AREA. A PORTION OF THE SITE WAS PREVIOUSLY COVERED SHEET BY GRAVEL, WHICH WILL REMAIN. ADDITIONAL GRAVEL AREA WAS ADDED AND FENCED FOR SECURITY 2 PURPOSES. THE TOTAL ADDITIONAL GRAVELED AREA IS PROPOSED TO BE LESS THAN 1 ACRE OF NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT FREDERICK (APPROXIMATELY 42,906 SF) . THE SITE WILL CONTINUE TO DRAIN VIA SHEET FLOW AS IT DID 6 COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND PRE -DEVELOPMENT. SPECIFICATIONS. SP -12924 UNIT NAME HYDROLOGIC SYMBOL 98 Clearbrook channe silt loan 2 to 7 Percent slope; SOIL GROUP C/D RIF M, Lit \\ YARD �\ /AB7RUA/ENT 11 0 0 0 0310 A`- INLET \ , r 6 i 1 RIF M, LLb i \\ YARD\\ INSTRUMENT IZG1�pJ10 INLET / . i CURB $ QlT>ER \\ INLET =-"1 1 ^ I II CORg $ `. YARD I �"= -1 GUT>FR `\INLET .I ■ ---" EDGE OF PAVEMENT =_-/�./ EDGE OF PAVEMENT _ _--II ----_ '-F_ ,i fes- _.___-__ EDGE OFPAVEMENi �__________�- -��/ ■ EDGE OF PAVEMENT , _ -------_------ --_------- �� _.698---�-"-- ---- •,,� - ---- INV -69234' r, _ -- 6s8--- _--- �-- �� INV-692.34] / �\ --TELEPHONE CHESAP E ANDI J / CO OF VI RGYNtkfA M 1 - / DEED BOOK 6 PAGE 459 1L �\ \P THE CHESAP E ANDII -J 9d_ TELEPHONE COMP OF W MENT --_-- ----- RONIh-E1�Sf - - __ - — \ DEED BOOK O6 PAGE 459 DEED BOOK PAGE 811 l��_ --- �� DEED BOOK PACE o __ _ ___�____-- _ - 817 _____�- a VI �': U FI ---- INV=692.22 , \\ I INV=692.22 -- -- \\ Ig INV=691.19 1 --- - \ 1 \ i 'i . 1 --- \ INV=69119 \ I (� iI -__------- __— I�DTT-Tl-1—TTITTT-lT • L I �—____—r----- tr--3DL5 ______ \ � C�-TI--I TT��TTTITTTI • p I \ I I \\ ____ __ '_ ` I —____696 DOE OF PAVEMENT I I \\ ______ _ '--_—____696.___�______—_ I` I DOE OF PAVEMENT EX. STRIPING i0 BE z ( PARCEL No. 2 — -_- TAX MAP #64-A�,8Q0 I 1 PARCEL N0. 2 OVED AS NEEDED. PROP — I TAX MAP #64-A�8Q0 3,215SOFT. LOC I I I I BOLLARDS I I 3,215 SQ.FT. a No n n�a ACRFS+ I �' �� I I - I I I I I I EY PAD ENTRY vv /------------ - -----------PARCEL N0. 1 f -----PROP. 8' SEC- TY NCE -- --------- - - j 1 \ .---�� '--------- — –--------- PARCEL NO. 1 1 \ / PROP. SECURITY x III ® e SM s 'd > 1 TAX MAP 64 -A -80D t # 1 CTE (ENTRANCE ONLY) � \ TAX MAP #64—A -80D 8 �F_�,� (N `O 471,029 SOFT. I � LOC 10.813 ACRES± ,Y (D 471.029 471,029 SQ.FT. I N X f LOC W o `� ' EXISTING 10' WIDE 10.813 ACRES± \� ® I \f EXISTING 10' WIDE N Y \ _-�SA-AENT WATEB.. BASEMENT \ -----692- ----- DEED BOOK PAGE 265-- ---_ I n \ _ 54fiERM4NENT WATER-[ASEMENT '-- PI -- _ _ ---- -- ---- - _ _ DEED BOOK PAGE 265 ---_--_ LLcc I � EXISTING 20' WIDE II PROP. SECURItt x � EXISTING 20' WIDE --- PERMANENT SEWER EASEMENT 11 --�—_---__---- I DEED BOOK 683 PAGE 242 — PROP. GATE (EXIT ONLY) PERMANENT SEWER EASEMENT "DO NOT ENTER'z -- — -- I DEED BOOK 683 PAGE 242 —� SIGN ------ PROP - bon8 PROP. 8' SECURIT BOLLAR—DS I $ °p EX. EDGE OF GIRAVELo II z zD (TO REMAIN) I I m I I $ A > FENCE -FX. EDGE OF GRAVEL I � z z t PROP. (TO REMAIN) w , o �I BOLLARDS m I I I ^' A �� it a ;� N I PROP. AR EA u I L. - L__„d,= `:,,w i w - �_ L- • LIGHT (TYP.) / S ®-_--� xLX' x X ' S CC��♦ .. / II �_�� �� G•P C� EX. FEC -3 TO BE ��•N�M0 REMOVED -688 690- . 690 ON II / _.r•� /\ / mom_` ° C `\ D p- /�` �Ol Q W 1 \ D y `J( 0 \ RAVE O Z eJ2a •• S ° PROP. EDGE OF t 0Oi/] P GRAVE N > m 1/ ' / A 1, QQ 1 fI �1 // n txj \\\\ cea\ 0W d / PROP. 8' SECURITY / _ O P'ROP..AREA D D ° `\ d p p FENCE / N i \ ° D O LIGTj(TWo \ / V EXISTING AGREEMENT AREA �\ 1 / i•I DEED BOOK 662 PAGE 830 ' \\\ 1I / y I EXIST GEMENT AREA <I DEEOK62 PAGE 830 '� co t °D �\1 d� D p6 ° D °I � ° -p�EDGE EDGE PAVEMENT / i � I\ / % OF. d � PAVEMENT �yI ° D - 1 p p ° /�/ , \\\Ig 1 1 ® I PROP. 8' i' p li 1 ° EX. FENCE " CSECURITY \ D TO BE. ® I (7 11 ( FENCE p REMOVED I ®'' ' b o ° '1 D ( Ir/) . D Ij. 0 d . D 4. \� d D 1 �J \\ ' I - \ x -- y \ // LL X I ■�1■ / / EES I 1 / TREES ! l\ ® I LOC ROP. ® ® ,-� I I .a WL ou ,6 � ' \ 6q0 ,091 I 6s,0-0 ® ® I p" h x 1 EES / �' , 90"� I n A L / TREES O W Iv -1 N •. I ,I 1 1! ,365.25 i / ( /, _ _ _ 1, N •43'39'3 W X371.26' (TOT ) 1 T EX. RETAINING wnu� I 1 1, N 43'39' W X371.26' (TOT ) = _ _ I 1 EX. RETAINING WALL U EXIST]1� 11 % I NAGE EASEMIENT II r EXISTING 70' WIDEMEN 1 I i ) I --I iy D 1 DEED 8000 468 PAGE 25 0 18" RCP J I 1 NV -682.13 btb ! \l f _� —___tel DRAINAGE EASEMENT 1 -"--- I ,1 IN / DEED BOOK 468 PAGE 25 + � - tB=RCP_ I =682.13 J , --------- - o _ - ..�' ------------ - - - - r------------------------- \\ 1 i� TRICT 3 TAr �� , � I i' TAX A[4R,�64-A�PoN 1 11 �. N/F P>OPfRn UC fiy0�-� N/E Vk70RY i'/h7RfR%Q3; [LC /NSTRUMEjV//05LV111919 �� \\ /ASTRUMEQ5G4711919 �� \ II I EXISTING CONDITIONS PROPOSED CONDITIONS 30 0 15 30 60 120 30 0 15 30 60 120 SHEET 3 OF SCALE: 1'=30' SCALE: 1'=30' 6 SP -12924 \` 1NSIRIAl 110000910 6 I YLET - _.. "! r -.1--1 /N57RUM G4�0910 -- I CURB&GUI)E �� YARD " / 1 I I IN .\ ENI 1? EDGE OF PAVEMENT - ----_r -=D. li J CURB ,p GUTTEA, `. INLEYART EDGE OF P EDGE NOF -� I -`-_-------- ,y �__-------- r- EDGE OF AVEMENi _----------_ PAVEMENT "I °:V=692.34' / c �, '-698-_-�- �� -- INV=692.34' �J 177_1 - _.696.._--�----- ----- - -------- _-_- —— EX I 1 THE 'HEIIP E AND 8j i � --ID� TELEPHONE COMP OF W G MENi- -= -t RyR.ryp-{ _- DEED BOOK 06 PAGE 459 I L J"L 7: TELEPHONE \ THE CHES4P E AN ► I,N J _ TELEPHONE COMPA OF VI DEED BOOK 06 PAGE 459 DEED BOOK PAGE 817 - _ _ 1 z .- -___- - - - - L��. _.--������.-____ \ DEED BOOK PAGE 817 -� ~ 11 I i NV=692.22' 11 -- -- '�� INV=692.22' INV=691.19 --- - 1 I INV-691.19 --- - 1 11 I 1 11 I--- ___-T__ I r__r- 307.5' T _r4_ sr—___���____ _--------- L -er—�_------- — — — — _ 777- =T T T1 T T T-1 1R'P-T r�—T II i 'z *-� _r T T� T T� • • 1 I 1 z �_ I - 696 I __696 -- o DGE OF PAVEMENT - ` EDGE OF PAVEMENT EX. STRIPING TO BE N I F o0 PARCEL N0. 2 _ u --___ I PARCEL N0. 2 WED AS NEEDED. J z TAX MAP #64—A 800 PROP. I I TAX MAP #64—A 8Q0 � �� I i i LOC BOLLARDS I 1 I I I I 3,215 SQ.FT. I I 3,215 SQ.FT. I I I I I I I I I I I I I I � I I I i I I I I I I fl n7d pfRFC+ LOC I 1 I 1 I �• I EY PAD ENTRY Cl n�a ArRcc+ __-_ PROP. B" SECURITY __ 1 \ PARCEL N0. 1 -- - — ------ P: A s \ — I 1 .---�_ PARCEL N0. 1 t I \ ' PROP. SECURITY � �N IL ' TAX MAP #64—A-80D li ®� G TE (ENTRANCE ONLY) \ TAX MAP #64—A-80D o 1 471,029 SQ.FT. \ ® I 471,029 SQ.FT. t I `L� 10.813 ACRES± 't I $ ® x, LOC E= 1 V i 1 N V 10.813 ACRES± a � EXISTING 10' WIDE I ® i EXISTING 10' WIDE "-_- SA�ERMAN�NT WATM EASEMENT 54-PERMAN NT WATM EASEMENT DEED BOOK PAGE 23'5'-- DEED OK PACE 265--- _ __- -- —---------- DO NOT ENTER" EXISTING 20' WIDE II PROP. SECURITY I x PERMANENT SEWER EASEMENT I ® ® " PROP. GATE (EXIT ONLY) DEED BOOK 683 PAGE 242 ------_-- �� --------- SIGN `� PROP. 8' SECURI Av ------ BOLLARDS EX. EDGE OF GRAVEL $ I $ FENCE EX. EDGE OF GRAVEL (TO REMAIN) I �^ m - + � (TO REMAIN) I o m III W Io m III o BOLLARDS I I c PROP. AR\ L— I W L— uc+r (Trp.) paw 2 111 m / II ��� ��' cR/OXY m ­3 TO BE � v-i 1�I'I ( �I ��\ pR v-i REMOV'Jl 1�I'I I ®x °y�•�I.1(�T�+A���] ,nI'ni NoPWP m o WV-667,11 I ��� / �� m o �P=687.11 I " ° m m EDGE OF ° D o. / • [- .: c Z Ci l i ® I ' GRAVEL D IIII 1666'-` _� ° ` D o ° ° ° h ®PROP. �.'I o n ``\ ° D ° EDGE OF GRAVEL I �NIIN� ° b ° o ° \�\LT N 4° D ° n I' PROP. 8' SECURITY o PROP..AREA1 FENCE U LGN,T (TYP) EXISTING AGREEMENT AREA EXISG EMENT AREA DEED BOOK 562 PAGE 830 O �� i ' i .I II DEE OK ¢62 PAGE 830 O %--_684- ���XXXc SF �\ 1 /i '\2 1 %j�{664- � 'I II I � .\ ' � I // /' I /� 03 EDGE OF EDGE OF I / ® I �' 1 ° D o D - ° ' Q. V PAVEMENT PAVEMENT PROP. 8 E%. FENCE ®I SECURITY O •I 1 I ' LOC , TO BE ® I FENCE . D lOC 1 REMOVED ®" I o ° 1 ° ° / ZF 1 j I 'I 4 0 '� \'i ° O JI I I i \\\ 1` � I ° � p p n o I � _LI �-!-^X----------- - i� --/- --- -- II I - I - ------ --- _ - ------------ - - - - - - --- ///- ( z 1� E" ° 1 LOC / 'TREE ---- Il I ! I i O� -� -x '_ __ 11 i �'I -,O ,691 'I 1 ® LOC ROP. �,/ ® 691 � I ® W C7 x' '6gK ' ® I ® DOE OF 69r' I �W /� TREES �' x n A L / EES I rA W iV 9X+' ' / J' / /365.25' I 1` 365.25 mry N 4539' W ° 371.26' I'lll(TOT ) _ _ = I I ( I N 43'39' W ° 371.26' (TOT ) _ _ _ I I EX. RETAINING WALL I II III '' -- I r EX. RETAINING WALL i EXIST[ G 70' IDE I i) Ir ---'1 i J DRAINAGE EASEMENT N 1 I i Ir ----j7 ' ) DRAINAGE EASEMIENI ¢$ 18" RCP II -----_� DEED BOON 468 PAGE 25 ", _ t8" RCP _ / `te r I / DEEO BOOK 468 PAGE 25 ��--_Uo r- INV-682.13 .666' _. ___.r- --� 11 -- - / --------- M / o TR4c19 ,� m `\ i i� IR4C73 I, I I N/E ProR� > eoaERnEs EEc 690�� Q Iar Mav/se-s�oN ( �'' N/F YKlORY7PERNES, LCC 690-� IIU INSIRUME5A211919 �� \\ I I Iv /A'SIRUME05A721919 �� \ EROSION & SEDIMENT CONTROL - PHASE I EROSION & SEDIMENT CONTROL - PHASE I y 30 0 15 30 60 120 30 0 15 30 60 120 SHEET 4 OF SCALE: 1'=30' SCALE: 1'=30' 6 , SP-12924 EROSION & SEDIMENT CONTROL NARRATIVE PROIECTDESCRIPTION The purpose of this project i5 to develop a 1.3 -acre mdustnal parcel. fie development consists ofa gravel RV self -storage parking fadhty. The faNlity wi/l be seared by an 8'sacurityfence. fie site is located in Frederick County, Wrginia. Approximately 42,906 SF will be disturbed for this project. EXISTING SITE CONDITIONS The proposed site consists ofs/opes ranging from 0 to 5%. The site contains an existing 56,000 square foot warehouse, along with supporting parking fadlit/es for both employees and commercial vehicles. SOILS (See Sheet 2) EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment conte/practices shall be constructed and maintained according to minimum standards and specification of the handbook The minimum standards of the VESCR shall be adhered to unless otherwise waived or approved by a variance. No disturbed area shall be denuded for more than seven (7) days, except for that portion of the site in which work will be continuous beyond seven (7) days. All Temporary Diversions, Silt Trapping Structures, Silt fence and other perimeter controls as indicated on the plans, shall be placed in conjunction with clearing and prior to rough grading. !di]ryl:Itl91TiPFiXill/d7q],gaj 1. Pre -construction conference. 2. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. 3. Install the Tempomry Gravel Construction Entrance as shown. 4. Install the penmeter controls including silt fence as shown on the plans. 5. Install interior controls as construction advances. 6. Provide temporary seeding and mulching to all earthen perimeter controls immediately following grading. 7. Install inlet and outlet protection as storm structures are constructed 8. Start re -vegetation as areas are brought to grade orstand idle for more than fourteen (14) days. Construaon should progress to allow the sediment traps to be m placeforas long as necessary. Sediment baps maybe removed in order to complete construction of the project (i.e. the parking area to the north). 9. Stabilize the remainder o the disturbed area with permanent seeding. PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with pemranent seeding immediately following finished grading. Seceding shall be done with Kentucky 31 Tall Rescue according to SM, a Spec. 332, Permanent Seeding, of the handbook. Permanent seeded aireas shall be protected during establishment with straw mulch. MAINTENANCE to day, Program or dose of the 1. The silt fence barer will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches halfway to the lop ofthe barrier. 1. The seeded area will be checked regularly to ensure that a good stand is maintained. Area should be fertilized and reseeded as needed. 1. Silt Fence - 3.05 A temp s rmry ent bamerconsisung of synthetic filter fabric stretched across and attached to supporting posts and entrenched GENERAL EROSION & SEDIMENT CONTROL NOTES SILT FENCE (WITHOUT WIRE 1. SET THE STAKES. + 6' / yf MAX FLOW / 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 3.05-2 SF X 3E X SUPPORT) 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALL..._.. / OCDCDCr`TNC \nCW \ 1. UNLESS OTHERWISE NOTED, ALL VEGEUVEAND EROSIONAND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED INACCORDANCE TO THE MINIMUM STANDARDSAND SPECIFICATIONS OF 7HE1992 VIRGINIA EROSIONAND SEDIMENT CONTROL HANDBOOK. 1. FOR ADDITIONAL DETAILSAND SPECIFICATIONS NOTSHOWN HEREON, REFER TO THE 1992 VIRGINIA EROSIONAND SEDIMENT -CONTROL HANDBOOK. 3. A COPYOF THEAPPROVED EROSIONAND SEDIMENTCONTROL PLAN SHALL BE MAINTAINED ONSITEATALL TIMES. 4. THE CONTRACTOR SHALL BE RESPONSIBLEFOR INSTALLATION OFANYADDITIONAL EROSION CONTROL MEASURESNOTSHOWN HEREON THATAREDEEMED NECEWRYBY7HEAPPROVINGAUTHORITYAND/OR THESITEINSPECTOR. 5 THE CONTRACTOR SHALL INSPECTALL EROSIONAND SEDIMENT CONTROL DEVICES DAILY. ANYDAMAGED CONTROLSSHALL BEREPAIRED OR REPLACED BY THE CLOSE OF EACH WORKING DAY. 6. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARD IN ADDITION TO OTHER APPLICABLE CRITERIA: a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED ATONE TIME. b. EXCAVA77ON MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. c. EFFLUENT FROM DEWATERING OPERA77ONS SHALL BE FILTERED OR PASSED TNROUGHANAPPROVED SEDIMENT' TRA PPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOTADVERSELYAFFELT FLOWING S7REA MS OR OFF-SITE PROPERTY. d. MATERIAL USED FOR NACKFILLING TRENCHES SHALL BE PROPER TY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE SIABILZ4770N. e. RESTABILL1A770N SHALL BEACCOMPLISHED INACCORDANCf WITH THESEREGULA77ONS. f. APPLIC43LESAFTYREGUTA770145SHALL BECOMPLfED WITH. MS -19 EROSION & SEDIMENT CONTROL NOTES 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Remianentstabilizati'on shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized orprotected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative over shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground over is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and baps, perimeter dikes, sediment banners and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place. 5 Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately afterinstallation. 6. Sediment baps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of sediment Map shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b.Sunace runoff ham disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of sediment basin shall be 134 cubic yards per acre of drainage ame. The ouhall system shall, ata minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coetRcients used in runoff calculations shall armWd to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or pemmanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise heated to remove sediment. ILBefore newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet Protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION ( FRONT ELEVATION ) 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroadrment, control sediment transport and stabilize the work area to the greatest extent possible during construction, Nonerodib/e material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodib/e over materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed ofnonerodib/e material shall be provided. 14. Ai/ applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a water course shall be stabilized immediately after work In the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applkab/e critena: a. No more than 500 linearfeel of bench may be opened at one time. b. Excavated materia/ shall be placed on the uphill side of benches, C Effluent horn dewatering operations shall be filtered or passed through an approved sediment lrapping device, orboth, and discharged in a manner that does notadverse/y 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 ac ordance with these regulations. f.Applicab/e safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be deaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to Larger/and-disturbing activities. IBA11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authonty. Trapped sediment and the disturbed soil areas resulting hom the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate ofstormwater runoff for the stated frequency storm of 14 -hour duration in accordance with the following standards and criteria: z 5 L � O a z QZ�S Qa H �-+ W o o C) un R y �W z U o U M SFIEET 5 OF 6 SP -12924 (V U C M Maly Q h Z L � O a z QZ�S Qa H �-+ W o o C) un R y �W z U o U M SFIEET 5 OF 6 SP -12924 (V U C M Maly Q h Luminaire Schedule p)daring ember odes me hr rrit of e abroadfor qui ehipmenl. ROIaCBW packaging enwrec nature polBe aTVe al me Ob 9i@ g0ad d8 aW. eat me on Symbol Qty I Label Arrangement 5 ALEDI 60 SINGLE 1 1 ALED4T360 90 ALED4T360 180 2 @ 90 DEGREES BACK -BACK Calculation Sumary p)daring ember odes me hr rrit of e abroadfor qui ehipmenl. 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Anchor Bolt Templates: WARNING Tomplete must W traded! a 11' x 17' fleet M actual nee. CHECK SCALE BEFORE USING, Tamagni shapped ash minter IN aM .werrme. POOShipped Anchor Softs: Rom as be pre-sMSed upon raYec for alai xaml haght Marge. MaxEPA'WMax Weights: 7OMPH 6.3 n_12401b BOMPH 56 X_1165 to BOMPH 3.6 h_1110111 103MPH 2.2 R ITS tai 1101 10n ASM 120MPH 02 11_120 m, other Terms Of Sale: Pie I.. oL Saw Is aveimde. Buy American Act Compliance: RAB vela.. USAmmustan Nre" Upon mjuest rUB may to, able re manWaNpe m. produc 0 ba mmwbw will, lM Buy Amann Ad[RAA). Pbame enamor, wslomef 6emcam mould a arch for Bre premmt to M made BAA deproa ar — - - Need help? Tech Mil line: (81 RAB4000 Ended salesa.11-eb.com Website. who-snweb.com Capi 0 M14 HAS bitter, Inc. Au Highs Reserved K.I.: SaofiaOmer are sublett to cher,e el airy lima without nota ALED4T260/10110 Perms 102 Ballast Info NA Type: OW 120": WA 20BVt WA 24W NIA 27N: NIA Intentional NIA 20811OA WA Anchor Bolt RAM WA WA WA WA WA OW Gro anlzed ancom note and ,modified IreMwam eat anchor non template. All Idella have a 3' hoot. Anchor Bolt Templates: WARNING Tomplete must W traded! a 11' x 17' fleet M actual nee. CHECK SCALE BEFORE USING, Tamagni shapped ash minter IN aM .werrme. POOShipped Anchor Softs: Rom as be pre-sMSed upon raYec for alai xaml haght Marge. MaxEPA'WMax Weights: 7OMPH 6.3 n_12401b BOMPH 56 X_1165 to BOMPH 3.6 h_1110111 103MPH 2.2 R ITS tai 1101 10n ASM 120MPH 02 11_120 m, other Terms Of Sale: Pie I.. oL Saw Is aveimde. Buy American Act Compliance: RAB vela.. USAmmustan Nre" Upon mjuest rUB may to, able re manWaNpe m. produc 0 ba mmwbw will, lM Buy Amann Ad[RAA). Pbame enamor, wslomef 6emcam mould a arch for Bre premmt to M made BAA deproa ar — - - Need help? 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LED Info ALED Type: Casbnlcumnl Wella. 26OW INV 2L2A ComrT p SONK 'ncluding avenge offigM output,W stri dnvar 20811OA Cobh Amadi 70 CRI 240V: 1AA L70lllespi IOWW Oleo= 27N' 10A Lumens. 27.428 61/2' Input Waits: 263w Erccecy Lw LPW satinet g free Brea IlBnis ave Ieble win IES Tyce IV fpmoouon. Sold hof EFdpay No. 1 3351W- ouming a the "neaof GSlmn,sand wellornd ka,humbard, Ne pMneter Of amen parking P heel pendng management system 5 Y ai Waadny I CAN art iffillu Color atonia Weigh: 704 he 222' Technical Specifications 572 on. W=Mae LtsUngs - _ Construction Reflector UL Listing: IES Clmslflcrist Vaaun memrzea pWyaroonate Buidble fvwet loalona. 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