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HomeMy WebLinkAbout43-18 Site Plan for Berm C and D (Updated)RM U N. HUI 9 N'A'. 0 1 9- ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA CALL 1-800-552-7001 SECTION 56-265.17 REQUIRES THREE WORWNG DAYS NOTICE TO UTILITIE' S BEFORE YOU EXCAVATE, DRILL OR BLAST VIRGINIA ul'ILITY PROTECTION SERVICE, INC. 9 TICKET NUMBEAP: 4 1 ri A S� "R�M�S . . ... ..... SHEET UST TABLE. PROFFERS ft FFE� EX=NG CONDITIONS, PLAN OVERALL PLAN AND �KFY MAP: . .............. BERM C NO -G A, EROSJONA,SEDI ENT CONTROL. RTH M ............ .......... . . .. -- - ---- BERM: D- GRADING EROS N & SEDIMEW CONTROL SERJAD�-:GRADINGA EROSION & SEDIMENT CONT ,BERM D: -GRADINGA EROWN4 SEDIMENT CONTROL BERM D - GRADING & EROSION & SEDIMENT CONTROL. XII DRAINAGE AREA MAP -1, _7 ..... . .... . . ........ ..... .. ....... . STORM PROfILES BERM LANDSCAPE; PLAN. MISCELLANEOUSDETAILS - "wo.-yourg FOR THE OUARRY PROPERM I Z) C) U W 0 ry a CONSTRUCTION NOTES EROSION & SEDIMENT CONTROL MINIMUM STANDARDS GENERAL 1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final INCLUDING RESTORATION FOR ALL IMPROVEMENTS SHOWN OR IMPLIED AS NECESSARY FOR THE !i within seven days to i(iz i n shall be applied soil stab at o i n of the site, TemporaryY i r ched on an ort oPP rode s ea g YP denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent COMPLETED FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO stabilization shall be applied to areas that are to be left dormant for more than one year. BE IN ACCORDANCE WITH APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS O THE VIRGINIA HEALTH, ECONOMIC DEVELOPMENT DEPARTMENT OF HEA DEPART DEPARTMENT OF TRANSPORTATION, VIRGINIA � 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with AUTHORITY, AND THE CONTRACT DOCUMENTS. sediment trapping measures. The applicant is responsible for the temporary protection and permanent ALL DIMENSIONS TAKEOUT. A 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTIONS � from he intentionally transported f o t stabilization of all soil stockpiles on site as well as borrow areas and soil intentio a y t p ELEVATIONS AND LOCATIONS SHALL BE VERIFIED iN THE FIELD BY EACH CONTRACTOR PRIOR TO project site. BEGINNING THE WORK. THE ENGINEER WILL APPROVE ALL CUT SHEETS. 3. CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO THE HOURS OF 7.00 AM TO 5.100 PM. EXCEPTIONS 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. TO BE APPROVED BY OWNER. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, 4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE mature enough to survive and will inhibit erosion. IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap 5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK PRIOR TO sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional COMMENCING CONSTRUCTION AND SHALL FAlTHFULLYADHERE TO THE PERMIT CONDITIONS IMPOSED. before upstream (and disturbance takes place. 6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE iS THE CONTRACTOR'S RESPONSIBILITY. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions 7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ALL immediately after installation. CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area ROAD, AND OFFSET HUB ELEVATION. 8. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE, CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD to be served by the trap or basin. VERIFYING THE EXACT LOCATION, VERTICALL Y AND HORIZONTALLY, OF THE UTILITIES PRIOR TO ANY a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and EXCAVATION OR CONSTRUCTION, THE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND ALL the trap shall only control drainage areas less than three acres. APPLICABLE UTILITY COMPANIES FOR CLEARANCE PRIOR TO EXCAVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO THE COMMONWEALTH OF VIRGINIA UNDERGROUND UTILITY DAMAGE b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal PREVENTION ACT, CHAPTER 10, TITLE 56 OF THE CODE OF VIRGINIA. to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin 9. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL EROSION AND shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the SEDIMENT CONTROL MEASURES NECESSARY DURING CONSTRUCTION IN ACCORDANCE WITH CURRENT structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used STATE AND LOCAL REGULATIONS, DISTURBED AREAS SHALL NOT REMAIN DENUDED FOR MORE THAN in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while SEVEN (7) CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS. DURING CONSTRUCTION, ALL the sediment basin is utilized. STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION, AND SHALL BE MAINTAINED AND 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. found to be eroding excessively within one year of permanent stabilization shall be provided with additional 10. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS ANDfOR OTHER slope stabilizing measures until the problem is corrected. EQUIPMENT PRIOR TO ENTERING PUBLIC STREETS AND/OR EXISTING PARKING LOTS AND OTHER PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, ALLAY DUST, AND TO TAKE 8. Concentrated runoff shall not flow down curt or till slopes unless contained within an adequate temporary or WHATEVER MEASURES NECESSARY TO ENSURE THAT THE STREETS ARE MAINTAINED IN A CLEAN, MUD permanent channel, flume or slope drain structure. AND DUST FREE CONDITION ATALL TIMES. 11, ANY STREET OR UTILITIES DAMAGED BY CONTRACTOR OR SUB -CONTRACTOR SHALL BE SOLE 9, Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. RESPONSIBILITY OF THE PRIMARY CONTRACTOR AND PROPERLYAND IMMEDIATELY REPAIRED BY THE 10, All storm sewer inlets that are made operable during construction shall be protected so that CONTRACTOR. SUCH REPAIRS SHALL BE TO THE ORIGINAL CONDITION, IN COMPLIANCE WITH THE sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to TOWN'S CONSTRUCTION STANDARDS & SPECIFICATIONS, AND TO THE SATISFACTION OF THE TOWN remove sediment. INSPECTOR. 12, ALL PRE -CAST CONCRETE STRUCTURES SHALL BE A MiNIMUM 4000 PSI AT 28 DAYS. 11.Before newly constructed stormwater conveyance channels or pipes are made operations., adequate outlet 13. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENT OF ALL UTILITY BOXES, VAULTS, OR OTHER protection and any required temporary or permanent channel lining shall be installed in both the conveyance APPURTENANCES TO NEW FINISHED GRADE ELEVATIONS. channel and receiving channel. 14. CONTRACTOR TO RELOCATE ALL SIGNS AND UTILITIES REQUIRED FOR THIS WORK 15. ANY PLANNED DISRUPTIONS OF OR TIE INS TO EXISTING UTILITIES SHALL BE COORDINATED WITH THE 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, APPROPRIATE UTILITY OWNER. WITH THE EXCEPTION OF EMERGENCIES, THERE SHALL BE A MINIMUM control sediment transport and stabilize the work area to the greatest extent passible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill maybe used OF 24 HOURS NOTICE GIVEN BY THE CONTRACTOR TO ALL RESIDENTIAL, COMMERCIAL, AND INDUSTRIAL for these structures if armored by nonerodible cover materials. UTILITY USERS AFFECTED BY UTILITY INTERRUPTIONS. 16. THE UNAUTHORIZED USE OF WATER WiTHOUT DUE COMPENSATION IS ILLEGAL, NO PERSON SHALL 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month CONNECT TO OR DO ANY WORK ON THAT PORTION OF THE SYSTEM OWNED BY THE TOWN UNLESS period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. WRITTEN AUTHORIZATION IS RECEIVED PRIOR TO COMMENCING WORK 17. CONSTRUCTION LIMITS SHALL BE PROPERTY LINES OR AS INDICATED BY PLAN REQUIREMENTS AND 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses SHALL BE STAKED OR FLAGGED /N THE FIELD PRIOR TO CONSTRUCTION. shall be met. 18. CONSTRUCTION SHALL CONFORM TO THEAMERiCAN WITH DISABILITIES ACT (ADA) REQUIREMENTS. 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 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 these regulations. f.Applicable 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 pa ved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned 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 land -disturbing activities. I8.A11 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 authority. Trapped sediment and the disturbed soil areas resulting from 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 of stormwater runoff Alf measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, steams and other waters of the state. EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS SITE IS LOCATED IN SOUTHEASTERN FREDERICK COUNTY, VIRGINIA NORTH OF CEDAR CREEK AND WEST OF AND ADJACENT TO THE CHAPEL ROAD A AND SOUTH SIDES OF C SITE I 0 ROUTE 11. THE S S ON THE NORTH NORTHEASTERN END OF THE EXISTING CARMEUSE QUARRY OPERATION. BERMS C AND D ARE WHOLLY CONTAINED WITHIN THE EXISTING CARMEUSE PROPERTY. THE LAND DISTURBANCE FOR THIS PROJECT IS 49.87 ACRES. EXISTING SITE CONDITIONS THE SITE IS LOCATED ON ONE PARCEL WHICH IS 539.45 ACRES IN SIZE, THE SITE IS CURRENTLY VACANT WITH AREAS OF VEGETATION AND FEW TREES. THE 100-YEAR FLOODPLAIN RUNS THROUGH THE MIDDLE OF THE SITE AND RUNS PERPENDICULAR TO CHAPEL ROAD, THE SITE GENERALLY DRAINS FROM NORTHEAST TO SOUTHWEST AND TOWARD THE FLOODPLAIN. SLOPES TYPICALLY RANGE FROM 2.0% TO 13.0% WITH ELEVATIONS RANGING FROM 680.00 TO 742.00 ADJACENT PROPERTY THE IMMEDIATE SITE IS BOUNDED BY VACANT FARM LAND AND THE QUARRY OPERATION. OFF -SITE AREAS THERE ARE NO OFF -SITE AREAS ASSOCIATED WITH THE PROJECT. SOILS THE USDA SOIL SURVEY MAPS THE PREDOMINANT SOILS FOR THIS SITE ARE AS FOLLOWS: 6C CARBO-OAKLET SILT LOAM WITH 2 TO 15%SLOPES (HSG C) - SLOW PERMEABILITY, MEDIUM RUN-OFF, HIGH SHRINK -SWELL POTENTIAL, SEVERE EROSION HAZARD 7C CARBO-OAKLETROCK OUTCROP COMPLEX WITH 2 TO 15% SLOPES I HSG C) - SLOW PERMEABILITY, MEDIUM TO RAPID RUN-OFF, HIGH SHRINK -SWELL POTENTIAL, SEVERE EROSION HAZARD 32B OAKLET SILT LOAM WITH 2 TO 7% SLOPES (HSG C) - SLOW PERMEABILITY, MEDIUM RUN-OFF, HIGH SHRINK -SWELL POTENTIAL, MODERATE EROSION HAZARD _ Y D UN -OFF 32C OAKLET SILT LOAM WITH 7 TO 15/ SLOPES (HSG C) SLOW PERMEABILITY, MODERATELY RAPT RUN-OFF, HIGH SHRINK -SWELL POTENTIAL, SEVERE EROSION HAZARD 34 PAGEBROOK SILT LOAM WITH 0 TO 5% SLOPES (HSG D) - SLOW PERMEABILITY, SLOW RUN-OFF, HIGH SHRINK -SWELL POTENTIAL, SLIGHT EROSION HAZARD 398 SWIMLEY SILT LOAM WITH 2 TO 7% SLOPES I HSG C) - MODERATE PERMEABILITY, MEDIUM RUN-OFF, MODERATE SHRINK -SWELL POTENTIAL, MODERATE EROSION HAZARD SEE EXISTING CONDITIONS PLAN FOR SOILS MAPPING. CRITICAL AREAS ALL BERMS ARE CONSIDERED CRITICAL AREAS AND CONSIST OF 3:1 SLOPES OR GREATER. THESE SLOPES HAVE THE POTENTIAL FOR GREATER EROSION AND SHALL BE IMMEDIATELY STABILIZED AFTER REACHING FINAL GRADE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES SHOWN ON THE PLANS INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. PHASE 1: TEMPORARY STONE CONSTRUCTION ENTRANCES (3.02) SHALL BE INSTALLED AS SHOWN ON PLANS AND ARE SUBJECT TO VDOT APPROVAL. LOCATIONS AND NECESSITY MAYBE ADJUSTED. SILT FENCE WITH WIRE SUPPORT (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. TEMPORARY DIVERSION DIKES (3.09) SHALL BE INSTALLED TO DIVERT RUNOFF FROM UPSLOPE AREAS TO A STABILIZED OUTLET SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. DIVERSION DIKES SHALL BE LINED WITH EC-2 FOR STABILIZATION. INLET AND OUTLET PROTECTION (3.08 & 3.18) SHALL BE PLACED AT THE ENDS OF ALL PROPOSED CULVERTS ROCK CHECK DAMS (3.20) SHALL BE INSTALLED AS SHOWN ON PLANS TO SLOW DOWN AND CONTROL WATER RUN-OFF. TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. PHASE 11: ALL CONTROLS INSTALLED IN PHASE I SHOULD REMAIN UNTIL THE SITE IS STABILIZED. PERMANENT MATTING (3.36), TEMPORARY SEEDING (3.31) AND/OR PERMANENT SEEDING (3.32) SHALL BE PLACED ON ALL CRITICAL SLOPES (3:1 OR GREATER) AND AS NEEDED TO STABILIZE DISTURBED AREAS. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHIN&COMPACTED, IMMEDIATELY SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN FIVE (5) DAYS AFTER GRADING. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WiLL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. CUT 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. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 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 TREATED TO REMOVE SEDIMENT. 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 THESE REGULATIONS. f) APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 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 CLEANED 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. ALL 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 AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOILS AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO COrITRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILIi�Y TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.(VESCH) ANY CHANGES MADE TO THIS PLAN MUST BE RESUBMITTED FOR APPRO VAL WITHOUT EXCEPTION. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAiN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL A HALL BE IS MAINTAIN ED. ALL ARE 5 S STAND OF GRASS ENSURE THAT A GOOD S CHECKED REGULARLY TO S BE CHEC FERTILIZED AND RESEEDED AS NEEDED UNTiL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50%TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32 OF THE VESCH. PERMANENT STABILIZATION IS DEFINED AS 90% UNIFORM COVERAGE ON THE ENTIRE SITE, ABILITY TO INHIBIT EROSION AND MATURE ENOUGH TO SURVIVE, INCLUDING 2-3 INCH CUTTINGS. PHASES OF LAND DISTURBANCE ACTIVITIES 1. MANDATORY PRE -CONSTRUCTION CONFERENCE SHALL BE SCHEDULED AS REQUIRED BY REGULATIONS. 2. CLEARING AND GRUBBING FOR SEDIMENT CONTROL DEVICES ONLY. 3. INSTALLATION OF ALL PHASE I EROSION & SEDIMENT CONTROL DEVICES. 4. OBTAIN COUNTY INSPECTOR APPROVAL. 5. ROUGH GRADE SITE. 6. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 7. REMOVE ALL EROSION & SEDIMENT CONTROL MEASURES WITH THE APPROVAL OF THE INSPECTOR. PROJECT SUMMARY TAX IDENTIFICATION NUMBER EXISTING PARCEL AREA - REQUIRED SETBACKS: STRUCTURES: FRONT --- 75' SIDE ---- 100' REAR --- 100' EXCAVATIONS: FRONT --- 100' SIDE ---- 100' REAR --- 100' 83-A-109 AND 90-A-5 539.45 Ac.(83-A-109) Per Deed ADDRES5 RA, EM McCUNE ROAD CURRENT USE QUARRY PROPOSED USE QUARRY DISTURBED AREA 49.92 AC. PREVIOUS APPROVALS SITE PLAN #04-09, #16-10, #24-17 REZONING #03-06, #05-17 NOTES: 1. STORMWATER MANAGEMENT AND WATER QUALITY IS PROVIDED UNDER AN EXISTING STORM WATER POLLUTION PREVENTION PLAN FOR THE QUARRY PROPERTY. 2. THERE IS NO PROPOSED LIGHTING AND NO PROPOSED SIGNAGE WITH THiS SITE PLAN. 3. NO EXCAVATION SHALL BE LOCATED CLOSER THAN 200 FEET FROM ANY DWELLING OR PLATTED RESIDENTIAL SUBDIVISION. TEMPORARY STONE 3.02 CONSTRUCTION ENTRANCE CE 3.05 SILT FENCE SF - SE-- 3 08 CULVERT INLET CIP PRO TECTION TEMPORARY 3'O9 DIVERSION DIKE DD TEMPORARY o 3.13 SEDIMENT TRAP ST 3.18 OUTLET PROTECTION QP 3.19 RIPRAP RR _T. 3.20 ROCK CHECK DAMS CD`yA DRAINAGE DIVIDES I• 30' AREA BEYOND BERM HEIGHT QUARRY AREA QUARRY � 15' MINIMUM \T� - .T,- - Z_ -"- - -- - \\ _ -- -- BER-TYPICAL SECTION ®M - NOT TO SCALE 10, OF BERM AREA BEYOND BERM HEIGHT �, QUARRY AREA QARR Y' VARIES t 10'-30' BERM D-TYPICAL SECTION NOT TO SCALE NOTE: STEEPER SLOPES MAY BE PERMITTED WITH APPROPRIATE GEOTECHNICAL DESIGN AND APPROVAL BY FREDERICK COUNTY U M rn Z o yn LO a) f Q0 O CO 11- as U)N O N csLa- Lo >LL. 0/ co C0 L N r N Z Lu c c� Z r W LO a O U O Z Q _ O LL. O 0 Z mW u- Lu !4:O U W Z fy > m C- WI-W mcn['r TH O ��O =gym �p;L r� O (n Z w O0U 0 Q W RONALD A. MISLOLVSKY, JR. Q W ry o No.20674 �G Q`�SxONAL U U) U) J W U = ID Z 7 U W WLO 04 N Z Z C) C7 0 14 W J � Z 0> < o0 UWZ Of 0 = Z> UI- Z Q o� G Z ca'om W � U) 00 I- W U) D 0 Z CW G U r� V r m Cn Z 0 W w O Z w Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INOF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES: AND OWNER SHALL INDEMNIFY ASSOCIATES FROM AND HOLD HARMLESS PENNONI ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT CRMUL18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS0002 SHEET 2 OF 18 0 Z Q CL 0 co :i� CL LLJ a. Z 0 U) LU 0 (D ca 0 474 FIRST AMENDMENT TO PROFFER STAT EMENT The following plats have been added to Exhibit 2 and are attached: North Viewshed C.3 mining equipment, and any vehicles and/or equipment shall be staged in this area only while they W -.0 % 11 North Viewshed 2 and North Viewshed 3. are engaged in mairitenance, monitoring and/or exploration activities. REZONING- RZ# 03-06 The following sentences are being added to the end of the second opening paragraph: New Proffer 2.4 Rural Areas (RA) to Extractive Manufacturing (EM) I The Generalized Development Plan included in the Proffer Statement approved on May Hours of operation for the portion of the Property north of Chapel Road shall be only 6:00 PROPERTY: 394.2 Acres +/-; 28, 2008 ("GDP") is hereby replaced as it relates to the installation and location of berms and a.m. to 10:00 pm. Monday through Friday. No operation shall take place on any major holiday. Portions of Tax Map Parcels 83-A- 109 ("parcel 109") and 90-A-23 viewsheds. All other aspects of the GDP remain the same and in Ul force and effect. 'No operation shall take place on Saturdays and Sundays. ("parcel 23 ") (the 'Troperties") BA( V- C �tcc, Ic- Exhibit 4 shall now be known as Exlubit 3 Ret4sion to Proffer 5,1 RECORD OWNER: O-N Minerals (Cheinstone) Company ("Ownerl) Exhibit 5 shall now be known as Exhibit 4. The following sentence is added to the end of Proffer 5.1 APPLICANT: O-N Minerals (Chernstone' ) Company Exhibits 6A and 613 shaft now be known as Exhibits 5A and 5B respectively. In addition to the provisions set forth above, the Owner agrees to install at least one PROTECT NAME: Chemstone-Middletown monitoring well within six (6) months of the approval of this Amended Proffer Statement, Revisions to Proffer 2.2 ORIGINAL DATE �. Revision to Proffer 7.1 OF PROFFERS: May 27,, 2008 (final edit before approval on May 28, 2008) The language of Proffer 2.2 is replaced in its entirety with the following, The following paragraph is added to Proffer 7. 1: A combination'; of landscaping, earthen berms and fencing shall be either maintained or The undersigned Ownerhereby submits its First Amendment to Proffer Statement, which First installed as depicted and described on the Amended GDP around the Properties in the areas Provided Owner has received a written request 'fioin a property owner within fifteen Amendment states that the following conditions, to the extent amended, shall supersede the depicted on the Amended GDP. Owner shall install berms in the areas where berms are depicted hundred feet (1,500') of the Property rezoned herein, the Owner shall establish and maintain a indicated provisions of the Proffer Statement on the Properties that have been made prior hereto. on said Amended GDP, The berms for Berm D shall have a maximum height of 30 feet and a notification methodology that provides notice to the requesting property owner of any and all in the event that the above -referenced First Amendment toProffer Statement is not granted as minimum height of 10 feet. As depicted on the Amended GDP, the berms for Berm D shall be blasting that will occur north of Chapel Road as part of the extraction of material for processing applied for by the Owner, this First Amendrnent to Proffer Statement shall be deemed withdrawn installed at specified heights. The Amended GDP designates the berms for Berm D in four or site development. Such methods may include, but not be limited to, telephone calls, text and shall be null and void. numbered sections. Section 1. shall be installed to a heigffil of 20 feet, Section 2 shall be installed messages or emails, to a height of 30 feet and not encroach on the cemetery and/or stream, Section 3 shall be installed The following sections of the Proffer Statement dated May 27, 2008 are amended as follows: to a height of 10 feet. Section 4 shall be installed to a minimum height of 20 feet. No spoil pile Revision to Proffer 9.1: shall exceed the height of the highest berm north of Chapel Road, Berm C which is located on the 0 All references to "Applicant" throughout the Proffer Statement are hereby replaced with Property south of Chapel Road and north of Nieswander Road shall be installed after permitting In the seventh sentence of Proffer 9.1 the phrase "the Applicant's and/or its" is replaced "an "'Owner." of the above -described Propetty for mining and at least two years (24 calendar months) prior to with independent." the extraction of material for processing, The berms shall be landscaped to minimize impacts to 0 Thc,� word "with"in the third sentence of the second opening paragraph is hereby replaced the viewshed Of the surrounding community andshall be installed after permitting of the Properties The following sentences are added to the end of Proffer 9. 1: with the word f`to�" for mining at least two years (24 calendar nionths) prior to the extraction ofniaterial for processing and in the locatium depicted on the Amended GDP. The landscapingshall b aveamixot'deciduous A stationary seismograph reader shall be installed at a strategic location north of Chapel The Generalized Development Plan has been revised as of February 14, 2018. An 11 and coniferous plantings placed in a random manner to be consistent with existing vegetation Roa& Such location shall be chosen in coordination with and at the direction of a licensed engineer additional sheet has been added to the Generalized Development Plan tilled "Generalized patterns. Plantings vdillinclude a grass seed mix recommended by the National Park Service that well versed in this function. Development Plan Atti%chmenC dated February 14, 2018. The Generalized Development is currently in use at the adjacent Cedar Creek and Belle Grove National Historical Park, Owner Plan and the Generalized Development Plan Attachment art collectively refared to as the shall adhere to the screening requirements of the Frederick County: Code. In addition to Revision to Proffer 12.1 "Amended GDP." All references in the original Proffer Statement to the GDP are hereby requirements of the. Frederick County Code, Owner will take all appropdate measures to ensure replaced with Amended GDP. TheAmended GDP is now Exhibit 1, survival of plantings. The landscaping shall be subject to reasonable approval of the Zoning 1'he following sentence is added to the end of Proffer 12. 1:: Administrator of Frederick County and upon consultation with the State Forester. With respect to The following plats have been deleted from Exhibit 2: GDP, Overall Plan, Phase I Plan, Berm A, located on Tax Parcel 90-A-2, not owned by the Owner, the berm. will be constructed by All lighting shall be turned off after working hours. Phase 11 Plan, Phase I'll Plan, Phase IV Plan, Viewshed 413, Viewshed 5B, Viewshed 6, the Owner as the tenant under a I 00-year lease of Parcel 90-A-2, with authority under the lease to Viewshed 7 and Viewshed 8. construct Berin A. There shall be no extraction of material for processing outside the berms. The Revisions to Proffer 14.2 field between Berm D Section I and Westertiview shall not be used for parking or storage of 2 3 C7 -0 C=� The following sentence is added to the end of Proffer 14-2: C=) The Owner also agrees that the existing fence line/tree line along Section 1, of Berm D will remain and be maintained using best management and farm practices. Respectfully submitted, "I'LARmt Z".5 Arad— V PAI&TL13�� E& GEN ArrAWN swlll=�A *P*** J e O-N MINERALS (CHEMSTONE) COMPANY Avw� BERM 6 JR, r By- Ian Karkaria Its: Di=wr of tions, Eastern Region X 41 4 'p J 401 41 COMMONWEALTH OF VIRGINIA, AT LARGE 4. V FREDERICK COIJWTY, To -wit: All 41 The foregoing instrument was acknowledged before me this day of 11 N I -A #0 N, 711 2018, by Ian Karkaria, Director of Operations, Eastern Region of O-N Minerals (Chernstone) lk"l Xf 14. Company. V % 4 K _0" 4 PARCFA- -A,0�3 4, 41 re A 4� V4 TARY PUBLIC 4,, My commission expires: jo Registration munber. Jaime Ann 15 eHaven NOTARY PUBLIC 7- commonwealth of *g1nia Reg� #7384271 7\ M51 Commission Evires October 31, 2019 e" P 7�pU V RH ��A il i_�kNi i;l M U-N,Minerals Chez�stone M o, In (1/9 O-N'M" erals - emstone iAO 1ATESAtic. �PWI GENERALIZED DEVELOPMENT PLAN ATTACHMENT f5MLrsif on.. I E0 DEV8L6 I FReDeRICK COUNTY, MCHA FWEDERICK COUNTY, VIRGO" MAY 2coa MAV 20M 4 Lvaam SITE PLAN SP-#43-18 tj CO a) Z LLJ LO C) (0 1�- (.0 U) CJ N Lo LL. 0 M 0 a. 1/6 0) , 0) CO cc W 0 Z Z NT UJ LO Of 0 C) 0 z 3: Z <!= 0 LL 3: 00 0 >- a Z W [L- LU W W IL 0 C) R Z 0 W W W > Co 0. W �_ W Co U) W 0 NLT H op LL W W U) U) Z W Z 3: - 0 0 0 Z cl) . g Z Z RONALD A, MISLOWSKY, JR. W W 2 X 0 No. 20674 U) L U) W 0 M 0 5 r-- L) W (L'1011 C14 U) N Z Z 03 < < < 0 Z Ix < 0 5; W < < 0 cc Z LL 0 W W Z > Z LL 9 & U) 8) P 0 0 W W Z 0) Z W (0 U) LJJ W U) co W U) LU < 0 Z 0 b Z UJ ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER it SHALL NDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, PROJECT CRMUL18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS0003 SHEET 2A OF 18 ORDINANCEt �x Actiont PLANNING COM $SI N: November 15, 2017 Public Hearing Held Postponed for 90 days February 21, 2018 Recommended Denial BOARD DP SUPB . 1S R&; Maith 1 , 2018 Public Hearing Held., Postponed April 25, 2018 Public 1 learing Held Post.pomed May 23, 2018 Public (fearing Held; Postponed Jude D, 2018 Postponed July 25, 2018 Denied (vote rescinded August 8, 2018) September 12, 2018 Approved N ORDINANCE AMENDING THE ZONING DISTRICT MAP REZONING 0 -17 O-N MINERAL CA FUSE LIME & STONE AMENDMENT TO REZONING #-0 WHEREAS, N NCB 5µ1 , was submitted by -N Minerals (Chernstone) Company to rezone 394.2± acres from the EM (Extractive Manufacturing) Distriet with proffers to the EM (Extractive Manufacturing) District with amended proffers, The Middletown site was originally rezoned to the EM (Extractive Man fac ang�) District with Rezoning 03-06 fur O-N Minerals (Ch stone) which was approved in 2008. The Applicant is seeping to amend the proffers pertaining to viewshed plans, berms, landscaping, and other matters, with an amendment bearing final revision date of August 14, 2018 being considered. The subject properties are located west of the Town of Middletown. Specifically, the Middle Marsh Property is located east of Belle View Lane (Route 758), and `vest and adjacent to Hiles Road (Route 625) and is further traversed by Chapel Road (Route 627), The Northern Reserve is bounded to the south by Cedar Creek and is west and adjacent to Meadow Mills ;toad (Route 624), The properties are located in the Back. Creek. Magisterial .District and are identified by Property Identification Nos. 83 .A-109 and 0-A-23 (portions of), respectively; and WHEREAS, the Planning Commission held a public hearing on this rezoning can November 15, 2017 and postponed the application for 90 clays and; the Planning Commission then held a public meeting on this rezoning can February 21, 2018 wictrecommended denial; an WHEREAS, the Board of Supervisors hell a public hearing; on this rezoning on March 14, 201 and postponed the application to the April 25, 2018 meeting with a continued public hearing; and P Res #08-18 3 S Res, #01 -18 , - the Board of Supervisors held a public hearing on this rezoning on April 2:, 201 postponed application to the May 23, 2018 meeting with a ountinued public "n8, and W AS, the Board of Supervisors held a public hearing on this rezoning on May 22, 2018 and postponed the application to the Juno 13, 2018 meeting with a continued public hearirtV arad the Board of Supervisors postponed -rezoning can June 12, 2-18 ta,the July 25, 2018 meeting with a continued public hearing; and WHEREAS, the Hoard of Supervisors held s public hearing on this rezoning on July 25, .2018 and voted to deny the razoning; the vote was rescinded on August 8, 2018 and scheduled for September 12, 2018 WHEREAS, the -Board of Supervisors held a public hearing on September 12, 2018 and amended condition 2.4 to further claiiiy the hours of operation, and U41EREAS, the Frederick County Board of Supervisors finds the approval of this amendment to Rezoning 03-06 to be in tha best interest ofthe public health, saifety, welfare, and in conformance with the,Comprehensive Plan; NOW, THEREFORE, BE IT ORDAINED by the Frederick County Board of Supervisors; that Chapter 165 of the Frederick County Code, Zoning, is amended to rezone two (2) parcels of land, 394,2+ acres from theEM (Extractive Manufacturing) District with proffers to the EM (Extractive Manufacturing)District with proirers amending specific sections of the Proffer Statement dated May 22, 2008, as indicated in the First Amendment to Proffer Statement (amendment dated September 12, 2018), as voluntarily proffered in visiting by the Applicant and the Property Owner and attached, This ordinance shall be -in effect on the date of adoption. Posed this 12tb day of September 2 18 by the following recorded vote,,' Charles S. VeHAvon, Jr., Chairman flay Gay A. Lofton Aye ,i, Douglas McCarilty Aye Robert W. Wells Aye Shannon 0. Trout Aye Judith McCann -Slaughter Nay Blaine P. Dunn Aye ' �q A'�,OP '1"I T Iris Ti erne Frederick Administrato Pisces 408- 8 vtrc ar M FREDERICK COUNTY, sue°. Cis Res, ##0 i 9-t 8 -mis instrament ofwritiug was produced to ate on and with certificate at aeknowiddgement thuetQ annema was admitted to record, Tai imprasrd by Ste. 58. t-8ti2 of s -Aa, and 58.1-801 bars tie€n paid, ifasmable- A ,oterk t k As t Eillll ilill • - - I � � 1 77,-_ ,' I � �, �, % __1 I " -_ 4 - I � ��, I i "'� b;� I/ / "l/ 11 // I I %.1 .1 A , � \ I � , - e ,� � / I N, t �11 'I, I -. - - - f � , I , I., I ,,-- - - � - i , I � I � I I I :! � �: ! 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PROJECT CRMUL1 8001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM csi 500 SHEET ROCK OUTLET PROTECTION STANDARD EC-1 TYPE A !SF MIN. APRON LENGTH = 12i MIN. UPSTREAM WIDTH = 6' , MIN. DOWNSTREAM WIDTH = 13.5' MIN. ROCK SIZE DSo —6" MIN. THICKNESS 9" UNDERLAY WITH GEOTEXTILE E. BERM A sr, miwi i CCD 00 OP Al 51*0 730 720 710 .:1 EXISTING BERM STA:50+50 ELEV:712.E 24 in RCP INU=694.34 0,58% ROCK OUTLET PROTECTION STANDARD EC-1 TYPE,A. MIN. APRON LENGTH = 10` --- ._......__ _ _._. ti MIN. UPSTREAM WIDTH = 3.75' ROC MIN. DOyVNST.REAM. WfL3TH,= 11.25' _ STA ,, MIN. ROCK SIZE Deo = 6" �"'• MIN, 1 MIN. THICKNESS = 9" L0D MIN. UNDERLAY WITH GEOTEXTILJ* ._.. MIN. r M MIN MIN. m F uND w "LlMrr7S-,OF DISTURBANCE 0 50, 100, d 0) � 0) � 00 M � 0 Nt 0n Lo6 �o 0) 00 0) � W) r. Ct> r d CN (o U*) Q Q Nt <1` NN *- r n'C'i 0) r 004 0> r 0) r r "t 6 r Ctui o) r Lo'6 CA r 0) 6 r r O CQ r t. r O r C�� O r r. tD r CQ r Cfl r CO 11- CO r CD r` CO I,- CiJ r` I� Imo, oIN`.7157 (.0 CD Mr.)rr O) N r � IRc0 . C Nr+� � 00 00 rr �co r,: h O o0 N 0 O, r.r N Or r+®i\ as O Oi Or �0ti0 0) r N07Or O,O— w.....+ `+.w° \.„•.,ate W.,..--'.-....✓ ''�,...w`Y �.... ✓�' Cep co® c0 errI r. I r. ti r. r. r- ca 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 BERM C - STA 50+00 TO 63+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' m 730 720 710 ••1 •:1 L• r 63+00 U co m o pz_^ LV (D r 2 o cfl (o o oco U-) > cn co v M r- cv Z W c 1�- z zLLJ Lo cL F- � Y o 0 �z= z<� O LL 0 oz W - ®1Lw Ezo >mCL WSW O p,V'T H ®p cn z W Opz U) o <t RONALD A. MISLOWSKY, JR. wZ W eo No.20674� <JCSSjCNAL U) z /\—j O U U/ V+ 00 W U Z 0 W W 2 Q N ,,,����(( z = Z W O p N Q< O r, J O Z LJ < Q L-�L/� 0 U z z > -.J z LU Q O U F- CC z U r W Lu D fI U w 75 C'6 Q r U N75; E.L_ W Go U r m U) z O L W 0 z LU Q ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT CRMUL18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS1501 SHEET 5 OF 18 00 CE \ ~ -`~ --` ROCK OUTLET PROTECTION ROCK OUTLET '`^''ECT�N STANDARD EC'{TYpEA -'EC^TYPE A MIN. APRON LENGTH 1� 1�w/'.'"�u°�sN` / ------- / MIN. UPSTREAM WIDTH —7� MIN.UPSTREAM yNDTH=*�. `~~MIN. DOWNSTREAM WIDTH =1��p --__ ~`, ~/'M|N 11�� ^~ __----lMIN. ROCK SIZE Dm=0^ -~�' '^ �|N- MIN, THICKNESS ~9^ ~^~ n"�~"����-' 740 730 720 rm 69( mm 67 \ \ / mw/ \ �—' L~*T"OFD|STURBANCE-- / / ~-- -- --- -- ' HORIZONTAL SCALE: 1° = 50/ VERTICAL SCALE: 1n = 10' ' NOTE:CONSTRUCTION ENTRANCES SHOWN SUBJECT TOVDOTAPPROVAL. LOCATIONS AND NECESSITY MAY BE ADJUSTED, -7^" +u '30 '20 710 EE mol 670 ME �wl k 9 0 1 k 1%. Em { SF SF PROPOSED ENTRANCE WITH DD CULVERT BY OTHERS r' ' ',SF ~»�-7 SF -777 SF SF •.. ROCK OUTLET PROTECTION ROCK &I TLl'TPRO SF SF C a STANDARD EC-1 TYPE A STANDARD EC-1 TYPE A LIMITS OF DISTURBANCE MIN. APRON LENGTH = 10' OP MIN. APRON LENGTH = 10' { { .. ..MIN. UPSTREAM WIDTH = 4.5' MIN. UPSTREAM WIDTH - 4.5', MIN. DOWNSTREAM WIDTH = 11.5' GIP Atl1 L1 MIN, DOWNSTREAM WIDTH = 11.5' m M MIN. ROCK SIZE Duo = 6" GIP MIN. ROCK SIZE D50 = 6" SF — — �94 6 694 — — ' MIN. THICKNESS 9" _ 700698- 6 6 698 700 IL LOLJ 706 704 IL 702 704 70 i 708 , t 0 1+00 2+00 ' 3+00 4+00 �a+00 ,_..6+00 _„ 7+00 B+QOOp 9 +0 10+ 0 1 9 d 10.38 WElR GE — — — �� — — — — — —N�n- ELEV, 679 N , 702 708 �- 698 700, i 694 696 r 76 Q sso ss2 0 1 STInp - a -- N RTHIo — .y ur r CIP 11 OP ...,.. CIP If, ST- Y • CD � 690 692 6g4 696 700 i N 8.4 WEIR - 704 % S* 880 .' — � — — 706 ' �708 GE 708 706— » — — — -o. •`'" -'"-' PROVIDE POSITIVE",\ DRAINAGE I{ —/ 12 PROPOSED ENTRANCE WITH DD flip ` DD DD D TWIN CULVERTS BY OTHERS a. � CIP �..» �� PROVIDE POSITIVE DRAIN E LIMITS OF DIST/ BANCE ROCK OUTLET PROTECTION STANDARD EC-1 TYPE A ROCK OUTLET PROTECTION MIN. APRON LENGTH = 0' STANDARD EC-1 TYPE A " MIN. UPSTREAM WIDTH = 4.5' l DD } - -- _....» MIN. APRON LENGTH = 10` MIN. DOWNSTREAM WIDTH = 11.5' a f STANDARD EC-1 TYPE A ROCK OUTLET PROTECTION MIN. UPSTREAM WIDTH = 4.5' MIN. ROCK SIZE D5 = 6" ' ' "" " f' MIN. DOWNSTREAM WIDTH = 11.5' , TH ICKNESS = 9" MIN. ROCK SIZED50=6" MIN: UPSTREAM WIDTH = 3.75' o LOD r'F €` MIN APRON LENGTH = 10' UNDERLAY WITH GEOTEXTILE � s f' MIN. THICKNESS = 9' ` UNDERLAY WITH GEOTEXTILE MIN. DOWNSTREAM WIDTH = 11.25' MIN. ROCK SIZE DSp = 6" � MIN. THICKNESS = 9°' ' 0 UNDERLAY WITH GE,OTQ(TILE Ile �7�KJ4. 7 NOTES: 1. CONSTRUCTION ENTRANCES SHOWN SUBJECT TO,VDOT APPROVAL. LOCATIONS AND<NECESSITY MAY BE ADJUSTED. 2. !STEEPER SLOPES MAY BE PERMITTED WITH APPROPRIATE GEO-TECHNICAL DESIGN AND APPROVAL BY FREDERICK COUNTY 3 i 4f I 00 Q) 6 `o 694 698 700710 —702 " _. I 712 714 I 716 718` i 730 730 maw 710 700 • mm .•1 2A0% U*) 11�CN�8O)m N v- O met mLo m0o� W 1- NOr ) 0)Oti C co C:) r"O� C? LoOr c)O C> O O cot\ CD mh U-) NlaMr LI\oO Cfl he oi Cp N rn (V 0 N � � co Lo0 r-OS m C OD O 0G ® a co C G S Q �co � ^h C) r` ! P Nh -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 I+UU b+UU BERM C - NORTH OF FLOODPLAIN HORIZONTAL SCALE: 1 = 50' VERTICAL SCALE: 1" = 10, TOPjOF BERM C STA: 1 1 +48.37 720 710 * . R go.ar 12+00 13+00 13+50 SITE PLAN S P-#43-'18 M z o v/ LLI � r Cfl a) Ca CO (D Q N Ca A C'V tt� U. r R5 L � � M a 4 q z W �.•: � z zr r a F IY V o 0 ryI- z s Z< 0 LL O >-0z `nW- o�o �- tO U wzW >coa. WSW m O LL � AL I H OF Lu cnzw OOv U) 0 Q RONAL'D A. MISLOWSKY, JR. w d w d No.20674 06 z J U O L J <t W 0 U' U ® LLI = N —�zoc�z_z U aQ d<0> ®� Q °� U Lu Q of z >> •� z W Z O) m W c>a rn o r LLI uj W Q W F- W W Q z U i� C) .<'�` U � W m m z O w w b Z W 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNON[ ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT C RM U L 18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS1 503 SHEET 7 OF 18 ell � N ^° / / / / ' / \ � ^-(10 4 12 J2 cip > ^ LIMITS OF DISTURBANCE PROVIDE POSITIVE DRAIN E ROCK OUTLET PROTECTION cip STANDARD EC-1 TYPE A ROCK OUTLET PROTECTION E POSITIVE DRAIN /E m/m. )VI STANDARD EC-1 TYPE A\ ~��~�~� ,- --``~\ MIN.� \ / ROCK V // / -- MIN.DOWNSTREAM WIDTH -- 11.� ~~` � _�� / / - ,,m�.«ruo~E»m«nunH=*.5r - � / STANDARD- -- ��-�--�—' �m�m�m� '--=�-m�m���m `~~ ===~~�--- MIN.ROCK SIZE Dm � ~~ ' > / / ,~ mm�uuvmu/n�mwvv/u/�� ��� / M-~__ _ M|N.ROCKG|ZED�=0^ \ / M"" n7 ----- UNDERLAY , w0,. GL ` |LE M|N.TH|CKNESS=g'' M''-~ ~^^-~~~~"|'-^�=�1 z� ' UNDERLAYYMTHGE0TEXT|LE �'"�"",°`""`="=,°�'" � /w� ROCK SIZE D�=u` THICKNESS =S^ UNDERLAY WITH GEOTEXnLE -_ ( r� co co co 696 '698 702 700 '704 v^706 � /^ / 712 ~714716 .- -^~~ 18 0 ' 1710 STEEPER SLOPES MAY BE PERMITTED WITH APPROPRIATE GEO-TECHNICAL DESIGN AND APPROVAL BY FREDERICK COUNTY BERM D JECTION 3 co 710 EXISTING GRADE AT C L OF BERM 700 TOE OF BERM co 6+00 7f00 S HORIZONTAL SCALE: 1" = 50+ `������8 �����' 1n�1[Y VERTICAL `" "=° �_ SCALE: ^ ,~ o IZT � � SITE PLAN SP-#43-18 CD a. 00 0-0 M co cif ca Lo LU ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNON[ ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS1504 SHEET 8 OF 18 70 7 —705. 0 70 SF 1 770 1 760 1 750 1 740 1 730 1 720 1 710 1 700 1 690 R-RES L 0 7 SF SF SF SF LOD !V111%j. uro I mt:i,\Ivl svvlu I ti = 4.ou MIN., DOWNSTREAM WIDTH = 12.5` MIN, ROCK SIZE D50 = 6" MIN. THICKNESS = 9' 170,9�1,JF. UNDERLAY WITH G EOTEXTILE LOD 0 C) 7/12-9 7 U-1 S E TREES 712a 8 rs Lu NOTE: -_-,cc) STEEPER SLOPES MAY BE PERMITTED WITH APPROPRIATE GEO-TECHNICAL DESIGN 7 14- 5, AND APPROVAL. BY FREDERICK COUNTY 0 50' 100, "ZI BERM D SECTION 3 1 BRM D SECTION 4 20'MIN. HT. 10'MIN. HT. I OF -BERM D SECTION 4 STA:17--57.08 ELEV:"28.42 GRADE -0.74% 1,70% TOP OF BERM. D SECTION 3--\ STA:17+26.59 .................................................... - .............. ...... ........... ...... ........ . .... . . . ............................ ............ ELEV:718.26 .......... ...................... ... - ................ ......... ......... .............. .. ........... .............. ............ . ............ .................... ...................... .......... ............ . ... .... ............ ........ .. ....................... - LLI co 0 O�54% A 0 2A4% Z ........................ ................... ........... ................................. .................... .................................-....................................... ...................... ............. ............................. ................... .................................. ... ............ ........ ....... ......... . . . .... ...... ................. ..... ................... ................................... ................................... ..... ..... ................ ..................... ... .......... .. .. . u— '3 EXISTING GRADE AT CL OF BERM 4-- flR co T 18 in RCP INV=710,60 co co 1�11 11R Lo 0) .(o C) cc cn "It co 00 (D . C) (o ro co L6 (0,6 r,: tl- 06 cO 6 (:� m . 0) Q.� C) N Q:� . Oct cn . It r-- 00 c6 CJ co 6 N 00 oi ol co C5 CN rl- rl- r-- N- 14+00 15+00 16+00 17+00 18+00 19+00 20+00 cn N <Z� m . c:) 006 . OD N 6 cn co rl- Lo co 00 00 7 C) co m m CD co V) C:> 0) cnO co rl- 03 (Z� co co f- co Ill co ,- I-co 1�- I rl- 21+00 22+00 BERM D — STA 14+00 TO 29+00 HORIZONTAL SCALE: 1" ---; 50' VERTICAL SCALE: 1" = 10, co o Q) cnCpp L 0) Lo 00 C) 1- Lo u') r-_ - lz� COOr rl- C,4 hM C'� co N C'5 co L-) 4 co u� cn 770 1 760 1 750 1 740 1 730 1 vml am I 390 1 -=IIIII I 23+00 24+00 25+00 26+00 27+00 28+00 29+00 1 SITE PLAN SP=#43-18 6 (y) 0) Z cl) (jJ a) Lo r CD N b to 11,— co C-4 o § LL 0 co co 84j —cn (y) cc c\j Lu r-.: 0 (D 1, co Z c:) uj Lo olf 0 F- 0 < 3: ry >- z I,- 7- z < t: 0 LL � 0 (D C) Z co UJ [L- LIJ LLF LLJ 0 C) 12� z 0 W W Of > co Q- W W M U) ry 0 LL TH op W U) z Lu z :3: — LD 0 () z U) a < Z RONALD A. MISLOWSKY, JR. w< w c) eo No. 20674 U) 1L J z0 < C/) _j U) 73 00 w c 7— 0 W z UT-j lc0Q JO z06 04 0 0 < c)_< jz <o> (D O� � - Z C) W Z Z> z 3: W ::)0 C)1-- Z w< co m Z w 2 Lu Lu C) F- U) co LJJ W Lu 06 < GN LIj < C) m U) z 0 LLI er z Lu C) ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, PROJECT CRMUL18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM cs 1505 SHEET 9 OF 18 i a U W 0 N C O C a to 0 0 a CL CL 0 CV m N_ W 0 J a ' 3 Y f f �3.,.�... p^-..si ��.d^w" yr....._'��5�.......,� -.. ,yr NO"T w P` AAi--REkMITTED WI H APPROPRIATE GEO TECHNICAL DESIGN AND APPROVAL �Y.ERj=DERICFw41 _.... _.._ SF Sh` r - f t �- s 740----7 Stk r- 1 770 1 760 1 750 1 740 1 730 1 720 1 710 1 700 1 690 BUIC u 1 29 a... 3 -4-1 .�. flu BERM D SECTION 4 BERM D SECTION 20' MIN. HT.20' MIN. HT. 760 ._.._.. ___.... _ __ __. ___. _ ____ _ _ _______ ___ _ _ _ _ _ _ _ i 750 FINISHED GRADE 2.66% ~ z 0 ___ _�...-_ ___..... ... ____ .__ - __ ___ _ _ _____ _—____ _ __ w _ .. __ _-_ _ _ ..._.__.___ __ _____ _. .... -._ _ _____ __.___.,._..___ _ ,, __ ___ ___ _ _ _--___.__ wz f I m 740 o 0.00 i4 j ® N O- ..___ _ _.._.-___ ___...._....-.-,..._._.__.,._..,_,_,,,...____,,.,,,, .-.--.__.___.__ ._ .,.__. ._........ .......... .......___,_._ __., _ ..__.___ __...._......__.___._._ _....__.___ .___. ___ __ -___.- _ 0 CL ,Hwa, 730 fEXISTING GRADE AT CL OF BERM 720 err � 710 f --_._ ____-- _ -------._—__._ -- - _-.___ -- - - -_ - - - _ _-_ . -_--__ _ _ _-- ----- - -- -_ ... i -----_ __ - _-----_._—_ 700 690 3 t 680 �- t0 O 00 O O t0 O O O O �0 O O O m O d f0 O Nzt O ci d r- C0 tD m O) O M c0 cV CO O U) 0) c0 0) N LO r' t0 �i O U) O) (0 N CO m � O N O O �- f` M et C0 O rn � m m N op O U) N t� co�0 CID 0) �- N U') O CO r S. a0 I� � COS N co M 0O Uj co '6 M Cfl '6 t t4 v-� co 00 cM � � ! 00 v- 6 Qi O O t t1� � � N N CV N d d Ln N tt) N O CO '6 N cs � C5 r cn M N N Ch M Nt cn U) Cf� cn Ua Cfl d' U) cn co L6 Nay CN CO O C'i M ci N C'i C7 M CO °- C J t` n co�- co co N- P� m t� M e. co C 7 t\ M (*7 d 4 f� h r" r. c1 I� C1 Ln LO LO LO Ln '0 Ui U) L17 Ln t . In cn co � +00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 BERM D - STA 29+00 TO 44+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 10' 41+00 42+00 43+00 44+00 SITE PLAN SP-#43-18 U cy) rn r' z 0 W p (.0 E— Q ENO �•, N Om'`L Lr) v/ (D z w c: r- Z z W to a F O Y O 0 � z= z< © LL O }'C)Z caW— 0LLJ BOZO >caCL u.l�-w 0 �pj TH 000� of co �l U)z U' w Opz U) 0 d RONALD A. MISLOWSKY, JR. wz w e6 No.20674Ln Q rONAL N U) J Z O U U) J J O0 w ry U a:0 W 2 w 1 �r A�x�( r N O Z W Ow —� Z o F ca o d (D ZDC)� —>zW O O U� �/ Z c.0 ED Z Pn W WU) co i U 75 ry 13. W Q m U r m u) Z O 7 W 0 z Lij F- ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENT., r" SERVICE IN RESPECT OF THE PROJECT, THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER. PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES' AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT CRMUL18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY IKLM APPROVED BY FOAM CS1 506 SHEET 10 OF 18 NOTE: STEEPER SLOPES MAY BE PERMITTED WITH -APPROPRIATE GEO-TECHNICAL DESIGN. AND APPROVAL BY FREDERICK COUNTY - - --------- 77( 0000MI 75( 74( 73( 72( 71( 70( moor-Ril MOORT-1011 BERM D SECTION I 20'MIN. HT. --------- FINISHED GRADE ... . .... ... ty- U-I Lu 0- 0 EXISTING GRADE AT CL OF BERM cr- CL ---- -------- .............. ca w 0 co w U) LU �z Li .... .. . . .. ... -0 0 w LU T- 3: Z - - ------------------ t E2 'wa w M Z Z w cn w ca LO Q) .0) r- 0) Q0 �0 00 N LO m N c) (y) OR cn 00 co cy) u 0) m Cy c) o 0)6 L6 N 'ys 0)6 00 �0 (6 N N V) m N v- v- m 1 cy) 44+00 45+00 46+00 47+00 BERM Q - S-TA44+00 TO 49+50 %.d HORIZONTAL 'S CALE: 1 50' VERTICAL SCALE: 1 10' 48+00 49+00 49+50 49+50 50+00 51+00 52+00 53+00 54+00 BERM D - STA 49+50 TO 55+00 HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 111 = 10' .......... PA k i 55+ 0 DAD z 770 760 750 740 730 720 710 NZIT110010 900 6 co CF) 'IT z w (.0 rocs? ® F— c/) +- (c) 6 C'q Nt CN L) U-) 0 LL 0 Q C14 w r'� 0 (.0 (0 z z 6 11�17 w LO a. 0 v I.- T- 0 F- z Z < 0 LL C) 0 Z CO LJJ 0 FL w w 0 w0 z 0 W W w > ca 0- WSW 0 ri) LL W T H oi, ca w (/) cp z .. Z !> = 06 0 z < Z Z CL RONALD A. MISLOWSKY, JR. w < w re No.20674 L) < NA1- U) z 0 U) 00 < LLI 0� 0� r) UJ 1.— 2 r-- Lo 06 z L-,rj IC014 z Z 0 0 z ry of% 0— �� w z < W Z 80 Z) z > U) 1-1 g & W I- < (.) W < 0 w < z Z w U) < III Lu Z) Fa-� U) 00 w w U) A 2 Z) U) w Lij < 06 5 0/ w < C) c/) z 0 D LLI Lu ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT CRMUL1 8001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS 1507 SHEET 11 OF 18 ION STANDARD EC-1 TYPE MIN, APR MIN. THICKNESS = 9" UNDERLAY WITH GEOTEXTILE DEC I Ty MIN. UPSTREAM WIDTH = ll�', MIN. DOWNSTREAM WIDTH = 11,25 MIN. THICKNESS = 9" GI 698 700 (09 ............... A�/ � \ - \ _�`~ -~ ' `~-~ ^` -- ~- AND APPROVAL BY FREDERICK COUNTY- ~ -000'- - \CR\` ' -'---~---' -~�- -_~ / -~~-~'' --____ ------ �x�Y BERM D SECTION 760 OVER 5(0' 750 740 i 63 730 -4— ..... ..... ....... . ............ .......... .......... 720 ca co BEGIN 30'BERM HEIGHT � � � � � /UUEXISTING GRADE AT OWN -SLOPE 427�- 690 CL 15 in RCP INV=689.22 Lu 680 co m m E N 55+00 56+00 57+00 58+00 59+00 8O+OO A1+OO co�nn / 70 750 vm 730 720 ME __ __ ou"ruu 04+UU 55+00 66+00 67+00 68+00 69+00 AO�|��0�� ����'1u���' HORIZONTAL SCALE: -_-_. 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PROJECT CRMULl 8001 DATE 2018-11-13 DRAWING SCALE _ ASSHOWN DRAWN BY KLM APPROVED BY RAM CS2000 SHEET 13 OF 18 M ®_ Z a cp i { LLI a co i— u) N a E BERM C N I FINISHED GRADE 0 co BERM C _____ FINISHED GRADE 720 72Q 72Q (� a N � 720 72Q 72Q -� FINISHED GRA E i ( N 720 720 i BERM C l Q co I Z w c I.: LIJLL {{ c� Z 0 h 0 LL Z W o r BERM G en :} Z z o ! Z d FINISHED GRADE + r ul N_a __-- ....__-- _ _ Ll: NF-> �c-Z.. .. --. .-- — �rn — .. _. .._..... ......._._ ..... .... _ ........... ... _......... 00 hZ CL Z OCU 00 co !L i.WL C)O O Q t ® Z I Nr N `� > m 710 710 ---- W ©--- -- - 710 710 NI o 710 ry } 710 W �,_ 710 710 �,j LL zz U oco -�Q Z Lo I +cli QUAR YSIDE �j z O U U QUAF RY SIDE € QUARRY SIDE chip z IUJ __. __._ .. _. _ _. _., _ _............ LLl EXISTING GRADE of Z O 1 W m CL W QUA RY SIDE M U j ✓ F- O � p,� T H OF LL --- - -- — 700 700 w co _ _.._ - - — 700 700 - — - 700 w 700 --- -._ _.- 700 700 Rcp @ -' z Z w 12� F 15 °I¢ ' 0 Q z EXISTING GRACE Z p Q RONALD A. MISLOWSKY, JR. r' 3a OF Q No. 2067 ti EXISTING RADE R - .._-............ ......... i 3 F Cj ; O _ _ �� � Q � S�o� pro NaL RCP 2, @ 2 A2 12Aa w, EXISTING GRADE 690 690 690 690 690 690 690 690 MN 00 O CV N �0 �� NN �L �� FO �� �� �p cn � �� 0)6 O O rt' �� N lf) t P 0) e M tf) I. 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N uj Z m QUARRY SIDE N N Z BERM C, SECTION 2 I I N > FINISHED GRADE ( co Z m i 730 ' 730 __ -— i ZCO� W Q ( � LL_ c0 in Z Z N 1.0 w W �yZ -,I-NZ N Fa- > O L Z - _.. M.. _..................... 710 710 700 —- - 700 I QUARRY 51DE W o QUARRRY SIDE E �r U) IL z Z W U) u. � Z r Q Q ( (n 6 z Ln I-- O n h tu- coo et (n CD N O W Z Z Lo F- Q i .. .. .......... W > 4 a ..,_.,,_ _..... xU� .� Z . __. 72Q 720 h Q _ a u- Z I y , 690 _ _ ._.... 700 700 690 o .........................._ ... ........ _................ ..... ............... ......... . ....... ......... .... E 4 $gam m b + O ZE O N XISTING GRADE w @5 Q cv€ e �G ............................._ ...__.._ _..........._ _. ......... .... 710 710 - a 113 o Rp �� ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE EXISTING GRAD PROJECT. THEY ARE NOT INTENDED OR REPRESENTED 5 j TOE EXTENSIONS OF THE PROJECTHE BE SUITABLE FOR REUSE BY OOR ON ANY OTWNER OR OTHERS HER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION I I EXISTING GRADE 680 OR ADAPTATION BY PENNONI ASSOCIATES FOR THE { OV 690 S 690 6$Q SPECIFIC PURPOSE INTENDED WILL BE AT OWNER o� _._..........____, ._...._..._..._.... ...... ..-.-- -__..._..._ _ _. ...... ............._.. ..... ...... .. ... ............._.._ ... .......... SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER o h Lo co ) N SHALL INDEMNIFY AND HOLD HARMLESS PENNONI d t{j t . Cp O O ti d ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND co 'o 00 C00 CC) co co 00 00 EXPENSES ARISING OUT OF OR RESULTING THEREFROM. w Lu 685 PROJECT C RM U L 18001 0 700 685 700 Q Ch 0 Lo N N CV O M m Q Q -0+50 0+00 1+00 2+00 3+00 DATE 2018-11-13 rr �? o M C14 °' rn 00 . a; � r f M C'i `Q co ~ r DRAWING SCALE AS SHOWN Q o� �� �; �0 �� �� ��, co� CULVERTG N a Q h � (.0 co cfl cfl cfl tl-HORIZONTAL SCALE: 1'" = 50' DRAWN BY KLM co VERTICAL SCALE: 1" = 5' -0+50 0+00 1 +Q0 2+00 2+50 -0+50 0+00 1 +00 2+00 3+00 APPROVED BY RAM CULVERT E CULVERT F;,20a'1 HORIZONTAL SCALE: 1" = 50` HORIZONTAL SCALE: 1" = 50' 0 5a' 100,SITE PLAN SP-43'1 8 VERTICAL SCALE: 1 = 5 VERTICAL SCALE: 1" = 5' VESHEET 14 of 18 s a o c a w J v� f- O J 710 700 -0+50 0+00 1+00 CULVERT H HORIZONTAL SCALE: 1" = 501 VERTICAL SCALE: 1" = 5' •i, -0+50 0+00 1+00 CULVERT L HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 710 700 s•1 2+00 2+50 710 700 690 685 2+00 /-1-50 710 700 .•i -0+50 0+00 710 700 r� c�ri'+TIlDAI 'l t}j:1'CIVI V, o IViv V FINISHED GRADE 1+00 CULVERT I HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' -0+50 0+00 720 710 710 700 700 690 69C 2+00 2+bU 1+00 CULVERT M HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 2+00 2+5L RM D, SECTION 3 FINISHED GRADE Lo LU LL Z 0 d O 0 N Q fir` �� co� q0 cr 01 o CQ Ca O C ~ ti -0+50 0+00 1 +00 CULVERT J HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 720 730 710 720 700 71C 690 701 2+00 2+50 7 -0+50 0+00 1+00 CULVERT K HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' 40 730 710 700 co V Z 4-1�ED w oc4 UNO Q A U-) o 0>" (i? U a) M Q co U CV Z w c ,� Z Zr It w CL Y 0 Z Z T 11 , 0s pz W � u- W zo W W mCL I w o�,� T H Op �1 i z w ) 0 U p Q RONALD A. MISLOWSKY, JR. Q w Na.20674 j � p ss jONAL J) J Q U U) W U) = L7 W In � z �w = to Q N ZQ E <zz LL 0 J o? (,, w Qr 0� o Z > i- U) U ® :D .0 cr- W G z o . m Z py p ® U ° � W Illo w U) 2 W v <C U cn Z O L W O Z LU Q ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT CRMUL18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS2002 SHEET 15 OF 18 D PLANTING LIST .* SMALL DECIDUOUS PLANT LIST: ALDER, HAZEL ALNUS SERRULATA HAWTHORN CRATAEGUS SFS. SERVICEBERRY AMELANCHIER SFS. VIBURNUM VIBURNUM SPS. REDBUD, EASTERN CERCIS CAMADENSIS ELDERBERRY SAMBUCUS CANANDERSIS 01V MEDIUM DECIDUOUS PLANT LIST: HORNBEAM AMERICAN CARPTNUS CAROLINIANA CHINKAPiN CASTANEA PUMILA SASSAFRAS SASSAFRAS ALBIDUM PERSIMMON DIOSPYROS VIX11VIANA PLANTING SPA CTVG �- � - LARGE DECIDUOUS PLANT LIST: "--) , OAK QUERMS SPS. I MAPLE, RED ACER RUBRUM BLACKGUM NYSSA SYLVATICA. IDENTALIS POPLAR, YELLOW, TULIP LINODENDROM TULIPIFERA SYCAMORE PEATANUS 00CIDENTAMS * EVERGREEN PLANT LIST: PINE, PITCH PILAUS RIGIDA I PINE, SHORTLEAF PILAUS ECHINATA EASTERN WHITE PINE PINUS STROBUS ABORVITAE, NORTHERN WHITE CEDAR THUJA OCCIDENTALIS EASTERN RED CEDAR JUN[PERUS VIRGINIANA 15' 0. C. 20' 0. C. 40' 0. C. 20' 0. C. SEEDLING PLANTING INSTRUCTIONS: BRUSH ASIDE LOOSE ORGANIC MATERIAL SUCH AS LEAVES, GRASS, ETC., IT CAN DECOMPOSE AND LEAVE MR SPACES. ROOTS WILL DRY OUT WHEN THEY GROW INTO THESE SPACES. OPEN UP THE HOLE, MAKING SURE THE HOLE IS DEEP ENOUGH FOR THE ROOTS TO BE FULLY EXTENDED. IF ROOTS ARE CURLED OR BUNCHED UP, THE TREE WILL NOT BE ABLE TO TAKE UP WATER CORRECTLY, WILL OFTEN WEAKEN AND DIE, OR MAY BLOW DOWN LATER DUE TO POOR ROOT STRUCTURE. TAKE A TREE OUT OF PLANTING BAG OR BUCKET ONLY AFTER HOLE IS READY. WHEN EXPOSED, THE FINE ROOTS CAN DRY OUT IN AS LITTLE AS 30 SECONDS. HOLD THE SEEDLING IN PLACE IN THE HOLE, MAKING SURE THE ROOTS ARE STRAIGHT, FULLY EXTENDED AND THAT THE TREE IS NEITHER TOO SHALLOW OR TOO DEEP IN THE HOLE. FILL HOLE, ALLOWING SOIL TO FALL IN AROUND THE ROOTS. TAMP WITH HANDS OR WITH YOUR HEEL, FILL WITH MORE SOIL IF NECESSARY, AND TAMP. NOTES: A MINIMUM OF 124 COMPACTED TOP SOIL REQUIRED IN AREAS TO BE PLANTED WITH TREES. MINIMUM OF 3 SPECIES TO BE USED FROM EACH PLANT GROUP. TREES ARE TO BE PLANTED IN GROUPS OF 3 OR MORE OF ONE SPECIES OF PLANT. DECIDUOUSEVERGREENS AND LARGE TO BE PLANTED ON LOWER 2/3 OF THE BERM, SMALL TO MEDIUM PLANTS TO BE PLANTED IN THE UPPER 1/2 OF BERM. LANDSCAPE NOTES: ALL PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. I " \�V--L, -1 I �-, / I'll-- \<,,�� ,,,,, fI -- �,,` � , , 11 , -- 1�--� C, ')-- "I - '11-\ -1-1�� -,-- . ,------- r� .-- ,,,�,�---,,, - Z7��/ - """ - ---" ,/ � ---- I � I "�� , --�", � -- '� I - I -1-11 if - 1� -1 . 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I... . : , , , , , , ,�, 1�1 .I,- I— I'll - � - .... � ,/ �- % 1�1', -1�1'/ -11 "", L \ \ \ � I ,/ - - -----�� � EX - ,- , , "', 8XISTI.Nd' - �, 13ERM A LANDS( j , , , ✓ - - --- I I I �, -�-�1\ /I--,' �",�'1-11 - �-11/;" �, I \ 11 - \ I \ x"' il 11 \,' t 1"O � -,� , ) 1111�1 �,,, � � f � " � I 11 ) ,\ I � , I . --/ "I , , - --- -- -� --- - - 5 :5 QUANTITY - SIZE BERM BERM C NORTH BERM D I , ON TA INZ-1 ?5 'ONT , AINER,S E-1? - FAWKIM QUARRY SIDE I NAW AMPMEAVA-71*44 4,14 * i, �� -,--, -t, �11-01 tti-A;;� I f r 11 4 -0h 0 �---) fD7 � FRONT OF BERM 200.00' --*N-- I TYPICAL PLANTING SECTION I I- - I ��� �� � . . � � I "I'll, I'll � � , I I " i I , - . - Insert bar at 45 degree angle, - - I Push forward to upright position. 1 - "i I I I I Remove bar and place seedling ' I at correct depth. - -- 1. . I I I , 17.-- 3�;�, �- Irk, * 'j, " - I � I I 11, . . , 11 � - �, I - , I -111 k. , . I i., F . I I �.. - � 4 - I , , q � ---- i � ) (" ') � j ) - � -- i ,, ---� ), �- IILI,,�� I - Pull bar handle toward planter to � - , p ( -- / " � (-, '. ,; � j , �- - 'I-, 1--," ,�) -,( -�Z- . -), Hold seedling at correct depth, � � " il-� � A� ,,,�,� \1 -I,.- I ),?- " . . '. �) � � / ---1 , -/ ,� , insert bar 3 inches from seed � " I/ ( �,-- -- �1. i - � j " I . I ling. close hole at bottom of roots. ; /�, k, � 1� ) -,� / -- �� � � I I . \ r , ),I, ' ---,,-,_I- 1 -" - � -..--- - ' \ \ .-,-, - - --- - - - --` ----- -,--I ,- I: --. ---:-----�-z-,--- \"-, -1-,- -,------ ------,,- --,'-- --- Ij - 1, N--", -----"I- -� - I : I � I -", \.1 ) '-- I, , \ -") . 1I , ", "- 1"<-,- - , . I, --,,, - --,1� - (-II �- -�� - , --\ Z- , , :-� -- I^- I I'- -.- .1,- 1- -1-,\ 7 / -'- -�-i / - � .- / /1-1 1-1 f ... 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I �\ "--, ---r / \ , PLANTINGS PROPOSED 17 PLANTINGS PER 100 LF. = 345 -,- --- , - ,r -10TqqpPLAIN- "" BERM G NORTH f - -0 , BERM LENGTH = 1,191 LF. � 1/1 \ PLANTINGS PROPOSED 17 PLANTINGS PER 100 LF = 202 � ,1,-��-)' 'K�� ", ,", ') " , ...... k", - A, I 11 I I --"&-', ........ k --I- \ "I 1P- - I I BERM D.. 7 � ,-- - i \ , BERM LENGTH = 6,886 LF. --. \ \ " , I \ 11 ,-\, . ........ --' el PLANTINGS7 PLANTINGS PER 100 LF. = 1,171 -1 N / 1� -'- - , \ ,� --� \ \ - --,- 1". '\ --- ---_ -__ I -, I \ \-- I \ -1 ,; I LIMITS OF DISTURBANCE- -'- " '1-1- --I'-"- ------/ I;_--*,-- - --,-/ -11 .... z.:.: I , - ... - ---------, ---, -- "'\ ---� .*.,. \ I :,4� '---- - " I ,�, --- -� -- , ..... -- 1�- , I/ , - ...... --, \, - . •. : . -- ,--,, ---, --1 ------ -- ....... - 11 �' -1-1, -"- -�,-- 11,,\ I --- - \ ...- . Ix -,-- "\ , --- -N MIN'ERALS -// .. --", -- 11 . - --1.1. --'1111 C I'll- ----, . \ 11 I" I'll " _---, / I I.- � )o / , : - 1. 83-A-1(!�11 ,-",-. 11 � � I I I I � I __ _ . 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I '�' 1.'., 111- '11-- ... , '�- I - :.::::: , , I , " - ' ' t " , I Z - -, I... ) , "", RD, PA I N I IW- , k ,�;,�.., - " _ , ,I--- /� if.,.*': '',''*-* , 1W.". -1.1 -- " ; . , , � , .. e / \1-1- --�- -� -� ---� :::: �,,..:: ! � .; I I I � ---",/ I I- ", . , f I- \ 'V1 .,.-::. :- I - * -* I/ -V , 2 --- 0,:,:. -I- -X.. ,- � , .. , . - \ / \," -- X. `�-) I . . , \ --- --1 ", ) � r -,--,-,-, - 1. .;: `� �?'_:,-,: I . ,j , . ... r-p--:�,� .;.:.. � 'm � -, --- -1 $ 1 ,PROPOSED " " ...- �,, I k, - <� / , .*. , )", - ')\ -1/ ; ? , I - 1-1 .* ­,v A - �, --\ �` � - BERM C NORTi' jjl" � 11�, Ix -�I- t" .:,-. 11 � K � -/ LANDSCAPINQ . 11 - � �, - , ,__ ", I/ �,I,,j --111 I 11 - I I J-, ..... � I , � , -- �, ------- . -- '�'�'- , I , - -- --'-., ,-,,, .-.-:- I " 1*�*, 7 ,;,, ---- 1. � , ---- -� --- - , . , , .�' 1, N, - - ----_, , �� 11 -- - ,-, % - ,�- ---�Z- " k I ---, ---- ---, I -- \--,-" ','--�,, , 11 -?', - , -- -- --- 11, \ I ; I- I I -� -- - --, - ---- . --\1 I 1, I ........ 1-1.,", -/ --11 -- �r , �-11 1, I -,j,--,,��-, " I -4. /--,--,-� I 4 -(, ,,�, 11 1 ,4 1 k --- ,,,, 1, - - /'"- -, -��---- -11 100 YR. FLOiOf-,I P!-L �*AI N -- ---\1I"P"-14/k ' tNTkAt4-Q1111-�I-VI1 , ITHI" ,-/ CULVERT BY OTHERS "--AA-,--J111I �,� - --- I ..- - -- --, - I I -� fI�rurjI -11--1"-�, ' -<-,--- --��APING �,\---�-;'--/,�---,1I--�� ,-' - " 1----, ­'-1-­,J ---f-I,--1��, -% -� ",-- ,II-\�N I , -I -/ r r,--`----�-, -LIMITS OF DISTURBANCE- )--(��-�� -�, \\,� , -- ',�-- -� � -1 I'll, / I � ,\ � ---,Iz ; , It I - .,-- �,- --- . - q ?'�"e I � � � .1; ,; I I -� I'-- - , , � I -� r, I �;� , , �-,� 1, I I f I '\� , , / ,--- : � " Q,\ .cik,',�>---1'- ,-- --�--� \ ---,�a-�,)Z, - L�� "� , :�- , / , \,� , , � _ / _-4 " I , `-, , '1� -�1�11 -/ I �\ ,- Y I 11 I /-,___�_ -- -A-,�--:/ " z " - 11 ( , _-) � , N " -\ ---- ,,, I �i� � --I- I / I I ,I ,--, � - � "I - t,--�l - I I I , I ....... - I .-,' - - � --:1 \ �, / -�/-,-, �,,� � � , ....... 1. I � , " I - I , , , � / , 1\� , � / ---- \ .1 I -'' , � , I I I / \ , I" - ---- -� 1-�, 4, . ----- � 1-1, I 11- C . I -,,- , -N -,,--- :::� , ,� ---- -,-,,- ,-",\ --- , . , , : I . 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MISLOWSKY, JR. ry � No.20674 4�1 W -j F) < At, U) -j < () z 0 75 < -j < W -j 0 T- r') CL � P- L0 C) 0 < W W CD 1: CN z a- 0 N () < < < < W 0 z -j Of < 0 5; 0 < < 0 0X - If of D 0 77 3: Z) z > I- - < 0 W ()0W��- W z Z (0 :D 0 < M Cn Z O� 0 Uj co (n - (/5 - < W Lij 2 -j of Z) or 20� W W < 5 co 0 fy < 0 >- 00 C/) z 0 �) > .... JJ x .... W i < 1 1 1 1 1 1 0 1 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM, PROJECT CRMUL18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS2500 - SHEET cY3 V SILT FENCE CD TEMPORARY SEDIMENT TRAP ,■• z T CONSTRUCTION UCTIQN OF A I, W a .FENCE C UL ER T INLE SUPPORT) w �ocQ SILT (WITH WIRES ) cHRLIaT '� 1 ^MAX. 4,1 R. F ATT (� ll` i� 1' VARABLE Q 7� �'�1 to TI"= �i PROTECTION 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. �"I C.) �� LL CENTER ROW MAY BE TRENCH UPSLOPE ALONG THE LINE 0 ELIMINATED. WHEN SLOPE 1 Q� ��.�' � I' ORIGINAL V N t i I IS LESS THAN4: ruiacTloN S4or ��� ltlmm ENDWALL OF POSTS. GROUND V) � � M 1 i r- ELEV. 1.0' a v N Z LU t-- I a cc CHECK SLOT 4 ANCHOR SLOT s 67 CU. YD./ACRE 5' MAX 4•i OR FLATTER , �' c�CI�"' 4^, r, VARIABLE r 3' MAX. STEEPER THAN 4,:1 TERMINAL FOLD t _ O CD r i/.N - - - _ -" -III- _ _ - -L I_ J - - _fir �- ry Z L?)P JOfNT i\y� r _ 1 �� w 2. LO MIN:. t TAMP Sflit FIRMLY TOE OF FILL t i i t t r EDGE ARID END JOINTS' I V �.---- CULVERT 1 / r 9E OVERLAPPED 2 ` MINIMUM: COMBINE` THIRD ROW OF STAPLES' s�.l y I' 1 FROM EACH STRIP IN LAP WITH TERM F{)L� � � � /� -- `` 67 CU. YD./ACRE r t r 1 'ALTERNATE SPADING, 9" MAX: �- � �' t _ I ` 'II� J �� (EXCAVATED) 4' MAX. ORIGINAL FILTER CLOTH GROUND ar 11 1 l r t^ELEV. 0 E 0 COARSE AGGREGATE** CLASS I RIPRAP U i �--// *SEE PLATE 3.13-1 _ Q I, 1 _11;: YARIASLE VARIABLE .-. I I. i ; ►Ir', � �� '1- � - - - - - FLOW ��� I {� p LL LL - - - _ - 4" CROSS SECTION OF OUTLET m o Z '"0-7AMP SOIL FIRMLY IiLI. I1- 11 r' t CHECK SLOT JUNCTION SLOT auJ TOE OF FILL 3. ATTACH THE FILTER FABRIC TO THE WkRE 4. BACKFILL AND COMPACT THE W W W NOTES o o EXCAVATED SOIL. CLASS I RIPRAP O p (� 1" TO 2`' 1. APPROXIM0.TE 200 STAPLES REOUREr1 FENCE AND EXTEND IT INTO THE TRENCH. LENGTH (IN FEET) _ t- a TO 2. a 6 X DRAINAGE AREA l l- PER 4' X 225' ROLL. W W W' ,,ill= 11 I 2. ANCCL HOR SLOTS, JUNCTION SLOTS AND SILT FENCE ° # DISTANCE IS 6' MINIMUM IF FLOW (IN AC.) m CHECK SLOTS TO BE BURIED F," TO 12" IS TOWARD EMBANKMENT tI p _�� 'I � �-- �'�.- DIVERSION m � � I t C //N AND VARIABLE, JUNCTION SLOT 3. MAX, SPACING C-C CHECK SLOTS I II) - DIKE F- LL LL p;LT H aF uV' i(ID' SLOPE 4 OR LESS 50' SLOPE FLOW II K ",A r; �- - �.�� -NO11 MIN, ARI - STEEPER THAN 4%. /� \� c- �'����_ LU GAGE WIRE VARIABLE 4. STAPLES FORMED FROM NO. 8 STEEL �r ;•'1'•;: �.:., ��- �- \�- rn Z W WIRE 9 STAPLE MINIMUM LENGTH ,y FLAN VIEW FOR SANQY SOIL 6" STAPLE MINIMUM / J �"" � p U f SOIL RETENTION MAT STAPLING DIAGRAM JUTE MESH LENGTH FOR OTHER SOIL. /".� - sE::.... , l l �_ \ _ _ p Z OPTIONAL 'TONE COMBINA TI DN j A. . GENERAL NOTES: / --.- � � ������ � � �� _ _�� w a w RONALD No. 206 OWSKY, J Art YARDS OF PROTECTIVE COVERING COMPLETE IN PLACE, 3. JUTE MESH OR SOIL RETENTION MAT IN ACCORDANCE WITH THE SPECIFICATIONS � /~r � ; Z 1.8ASrS OF PAYMENT TO 8E SOUARE / � �- �.._ �._ �_ '� COVERING IS TO 8E LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTIgN, OF THE CONTRACTOR, - ��/ ` rJ ��- 0 U PROTECTIVE WITH THE DIMENSIONS SPECIFIED ON TYPICAL:SEC71ON 4, WIDTH OF MATERIAL MAv VARY FROM MiNrMUM DIMENSION Sv INCREMENTS OF 1.0' 1.5' FLOW I 2:"T TOP" STAPLES OR OTHER MANUFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 OR S FEET• � _- 8E SUBSTITUTED FOR THE STAPLES SHI�WN, 5• FOR SOURCES OF APPROVED 'CTS LIST 1 ' / f/�-- Q NAL O ED MATERIAL SEE vDt?TS APPROVED PRODUCTS 1 jP I '' 111 ** / AGGREGATE FOR ST'D, EC-2 MATERIAL, g 111 11 COARSE /ATE % SPECIFICATION K ( / / /X/`�' �VREFERENCE' 1 PROTECTIVE �r q COVERING A� L-r"I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ROAD ,AND BRIDGE STANDARDS 1 1 CTI • IN I 1 CRITERIA FLOW EXCAVATED � FILTER CLOTH 244 2.5' SHEET 1 OF I REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 606 FILTER FABRIC 113,02 Q[ /� Q� * COARSE AGGREGATE SHALL. BE VDOT #3, #357 OR #5 IAPB-E "7..7G.a�" iI .•.•4»;...• rr//'"'y� // II t - WIRE V ) (Revised June 2003) * CLASS I RIPRAP I IJ -� I OUTLET TLET (r ERSPECTI Y E VIEW) Yv � J PERMANENT SEEDING SPECIFICATIONS FOR APPAL ACHIANIMOUNTAIN AREA VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN - Q HIGH VELOCITY OF FLOW IS EXPECTED P/'� SEED' SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.OS ! SOURCE: ETA. DSWC PLATE. 3..t 3-2 U v J SOURCE: ADAPTED from VDOT Standard Sheets and Va, DSWC PLATE. 3.08-I P APPLICATION RATES Shenaood�tlgantJ� LAND USE SPECIES G ° Table 3.29.2 Sediment Trap Key Design Aspects <( 0 Tall Fescue) 90-10010 U �-- - Q Minimum Care Lawn Perennial Ryegrass2 0-101a D 0 C TL CHECK DAM _ � UJI � , O TEMPQRAR Y DI VER SI QN DIKE 1 b 11 I1 ST-C NORTH ST - D Commercial or Residential) Kentucky Bluegrass' 0-101a Trap Number W co TOTAL: 200-250 tbs. Z Type (stone weir/pipe} STONE STONE J 0 Q � U Q Q Minimum of three (3) up to five (5) varieties -Maintenance Lawn of Kentucky Bluegrass from approved list TOTAL: 125 lbs. 2 ACRES OR LESS OF DRAINAGE AREA: Q 0 HI h N CK Drainage area 1.73 Ac. 1.49 Ac. . 1 .J Z ., I 100 l.l� � � Z � � � � for use In Vlr nia Tall Fescue 128 tbs" Wet Storage Req 116 GY U Z S Z Red flop Grass or Creeping Red Fescue 2 lbs. Compacted Soil � 1 General Sloe 3:1 or less 3 20 lbs. 6„ Wet Storage Prov 122 CY 100 �.. � U � L' ' Q � � Gen to ( seasonal Nurse Crop 116 CY 100 G[ � � Z rn CO TOTAL: 150 lbs. Dry Storage Req W 1 1 108 tbs. t8" ruin. I I I I y g < l 1 l 3' Tall Fescue Flow Dr Storage Prov 154 GY 126 Z � oE3 J W � Q Red Top Grass or Creeping Red Fescue 2 tbs t I t 1 t I t 1 t 1 t FILTER CLOTH :Low -Maintenance Slope a 20 tbs, I 111111 (OPTIONAL) Weir Width 10.38' 8.94' L(,j W � J � � -- Seasonal Nurse Crap I V I_ __ I I' J {Steeper than 3_:1 20 lbs. Pipe Diameter N/A N/A (� WW1 W Crownvetch' (DOWNSTREAM VIEW) Weir/Pipe Elevations 679 680 U � TOTAL: 150 tbs, -- 1 -When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended U U 4.5° min. Storage Depth 2.04 2.00 2 2 turfgrass variety list. Quality seed will bear a label indicating that they are approved try VCIA. A current turtgrass VDOT #1 variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at COARSE AGGREGATE Cieanout Ele 678.60 679.64 00-0 htt ://sudan.cses.vt.edu/htmi/Turf/turf/ ublications/ ublicafitons2,htmi Embankment ele 681.00 682.00 Q 2 - Perennial Ryegrass will germinate faster and at lower soil temperatures than Tall Fescues, thereby providing .I 3' FLOW Em�Bottom Width 2.50 2.54 cover and erosion resistance for seedbed. 3 - Use seasonal nurse crop in accordance With seeding dates as stated below: T678.40 679.fl0 March, April - May 15`" Annual Rye �(� XT T / + ] j % 7� % May 162h-August 15th _........ ........,.:, Foxtail Millet 1 1 Pl l�Al� ®l fYl El Y TA Tl DN D� August 16Ih - September October Annual Rye November - February ........ .............. Winter Rye 4 - All legume seed must be properly inoculated. If Flatpea is used, increase to 30 lbs/acre. If Weeping SOURCE: VA. DSWC PLATE 3.09-1 2-10 ACRES OF DRAINAGE AREA: I T 1 � N T Lovegrass is used, include in any slope or low maintenance mixture during warmer seeding periods, increase to T) 30-401bs/acre. �'DIL STAB ILIZATION BLANKE PIPE OUTLET CONDITIONS FERTILIZER & LIME A SHALLOW SLOPE A OPE 3' • Apply 10-20-10 fertilizer at a rate of 500 tbs. / acre (or 12 lbs. / 1,000 sq, ft.) FILTER CLOTH Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90' lbs. / '1,000 sq. ft.) +` oN HAL SLOPES, STRIPS OF W • (OPTIONAL)NETTING PROTECTIVE COVERINGS L MAY BE APPLIED ACROSS NOTE: - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. 3d o - f, THE SLOPE. Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means, (DOWNSTREAM VIEW) - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin 2003 Nutrient Management for lDevelooment Sites at http'//wwlrt dcr state va uslsw/e&s.htm#pubs PIPE OUTLET TO FLAT VDOT #1 4, 2flAREA WITH NO DEFINED COARSE AGGREGATE BERM z CHANNEL _T WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, 0 PLAN VIEW FLOW ` r BRING THE MATERIAL OVER THE BERM AND ANCHOR IT D 3' BEHIND THE BERM. w TABLE -B' (Revised June 2003) L TEMPORARY SEEDING SPECIFICATIONS a QUICK REFERENCE FOR ALL REC 0NS SLOPE STEEP Q °!o - � ...':... CLASS I RIPRAP .: • = a APPLICATION RATES r ON STEEP SLOPES, APPLY APPLICATION DATES SPECIES PROTECTIVE COVERING PARALLEL - �- SOURCE: VA. DSWC PLATE. 3.20-1 TO THE DIRECTION OF FLOW • FILTER CLOTH KEY IN 6"-9' ; RECOMMENDED FOR ENTIRE PERIMETER AND ANCHOR SECURELY. 50150 Mix of Annual Ryegrass (loliurn multi- SECTION A -A z Sept_ 1 - Feb. 15; 5{1-110 {lt'aa`i�cre) '>> tlorum) & Cereal (Winter) Eye (aecale cerealetLU A SPACING .B.EITWEEN C�IECI� DAMS ,v a 0 Feb. 16 - Apr. 30 Annual Ryegrass (Iblium multi-florunt) 6,,o 100 (lbslacre) 31 German Millet p (Ibslaore) A 3d O (MIN.) May 1 - Aug.ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES 4" •;^ ��.y 5 ;,;, ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE L = THE DISTANCE SUCH THAT POINTS BRING MATERIAL DOWN TO A LEVEL AREA BEFORE ,�' "';,.; • PROJECT. THEY ARE NOT INTENDED OR REPRESENTED d D I3 ARE OF EQUAL ELEVATION TERMINATING THE INSTALLATION. TURN THE END TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON ® A AN Q UNDER 4" AND STAPLE AT 12" INTERVALS. t P L � '•.•;:.::••• •`�' • :;;' ,;;:., "'•.. THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER -::: • r:: `;• .: • ^ F •+"`•� PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION r•' :,.•''"' `'•" • � , . "J 12, OR ADAPTATION BY PENNONI ASSOCIATES FOR THE PIPE OUTLET TO WELL ' ' `°' `' '' °' """ "' ' SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS 0 Apply 10-1 -10 fertilizer at a rate of 450 lbs. / acre (or I lbs. 11,000 Sq. ft.) DEFINED CHANNEL t tZE4I_Agricultural Limestone B rate Of t� n$jaCre (Or 9 tbs. 1 1,000 Sq. ft.) SOLE RISK TO PE WITHOUT LIABILITY OR LEGAL ��ly Pulverized EXPOSURE TO PENNONI ASSOCIATES; AND OWNER NOTE: PLAN VIEW DITCH FLOW SHALL INDEMNIFY AND HOLD HARMLESS PENNONI _- B ASSOCIATES FROM ALL CLAIMS, DAMAGES. LOSSES ANC 1 - A soli test Is necessary to determine the actual atrlount of lime required try adjust the Soil pH of site. L A IN DITCHES, APPLY PROTECTIVE COVERING EXPENSES ARISING OUT OF OR RESULTING THEREFROM 2 - Incorporate the lime and fertilizer into the top 4 - inches of the soil by diskjng or by other means, a L " PUSE ARALLEL TO THE AS DIRECTION OF FLOW. JOINCHECK MATER MATERIAL THE REQUIRED.AVOIDp OID PROJECT C RM U L 18001 - When applying slowly Available Nitrogen, IJS# rates available in Erosion SOC$im nt ntrl3l Td hniCal Bulb `tT' _- THE DITCH IF AT ALL POSSIBLE. 4 2003 Nutrient Maniac ement for t ey�toOrr10r1t Sites at httt3.i/sPttyal�rAcr.st te.va,us/swde&s.htm#vutas '-- DATE 2018-11-13 --- DRAWING SCALE AS SHOWN SECTION A -A FILTER CLOTH KEY IN 6"-9'; RECON4MENDED FOR ENTIRE- PERIMETER DRAWN BY KLM NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED R[PRAP, GABION SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 3.36- APPROVED BY RAM BASKET, OR CONCRETE. 2. La isTHE LENGTH OF THE RIPRAP APRON AS CALCULATED SOURCE: VA. DSWC PLATE. 3.20-2 USING PLATES 3.18-3 AND 3.18.4. 3 d - 1.5 TIMES THE MAXIMUM STONE, DIAMETER, BUT NOT LESS THAN 6 INCHES. CS3001 Source; Va. DSWC /� Plate 3.18-1 SITE PLAN S P= 43m ■ 8 SHEET 17 OF 18 & BRIDGE ST, PB-1 NO PROJECTION OF PiPE ABOVE GROUND LINE TOP OF FILL - TOP OF FILL TOP OF FILL LINE ----INEGROUNDX G UND L GR"=C. UND L NE XGROUNG _ �-_ � ((_)„,, ,.L , _ a�.� s r r �^ r�rr --i•--1 �?:� . "_ L--; .' i iI•. I (1-:i ,rrrr�, ' I _- l i � - � ; � U -I I (71 �'; T � . , ..-..�, ;., ._.,I I Y- - rrr I I rrrr %•rr ry .....+t_ CR ,-? .-' ,,, E ARTH E ARTH ROCK r< I JN'llELptNG � BEDDING MATERIAL ... � I Mird. �, „-t am M1,. 1ttO 0 - MIN. ttifl D x D X — BEDDING 1110 D-- x D x BEDDING X D x MATERIAL MATER€AL I I-- Iz„ PER i' OF H MIN, S", MAX, 24' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MN. 1.5 x D MIN. 1.5 x D MIN- 1.5 x D_._... MIN. 45 x D MIN_ t5 x D MIN, t.5 x D —TOP OF FILL rr rrrr` rr' rr'r'r'rr. rr;ar�r< ' TOP OF FIE TOP OF FJri � .., ✓ �rr 'rr rrr'. - rr k R .OUND iv _ ;,.; tl GROUNDrrr-rrar-rrr ✓... a — %rr,-.. p. -GROUND - L iN E LINE n L — a LINE ....EARTH F`;...r`/,/, �-RGcx OR MW. 1I10 D X D X �----BEDDING _ _ MIN. 1/1O 01 UNYIELDiFdG — I -I r I"—.I� = 1�- ' PER 1 SOIL MATERIAL j� OF H x D�_`� MIN 8', BEDOINC MIN. 1t16C REDO€Nr EARTH MATERIAL MAX. 24" MATERIAL. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT NOTES. SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, � f' i R•fi NOTES S ON PIPE BEDDING, OR GENERAL C E ' S INSTALLATION OF PIPE CULVERT„ CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE STORM AL NOTES WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENER ON SHEET 107.00. IFi .ATIONS. SPEC C *??? REGULAR BACKFILL MATERIAL IN ACCORDANCE AND BRIDGE FOR PLASTIC PIPE CLASS T BACKFILL MATERIAL ti WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE 302 OF THE ROAD SPECIFICATIONS- SIZE REQUIREMENTS FOR CRUSHER RUN IN ACCORDANCE WITH SECTION AND BRIDGE SPECIFICATIONS, AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL, IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. tvlT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL METHOD "A" 302 REVISION SHEET I OF 4 DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS END -SECTION 12" - 60" PIPE OUTLET END -SECTIONS ON INLET END -SECTION X - x _ PLAN � C _B� SOX FA RIIC FOR _ PAY LINE SECTION X-X 40� PSI Mi MUM END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4'" 2"-O" 2'-O" 4'-0" 2'-0" 15" 6" 2'-3" P_g" 4'-0" 2'-6" tV, 9" 2'-3" 1,_90 4,_0„ 3._0" 21" 91, 12'^11" 2'-1" W-0" 3'-6" 24" - V2P 3•_7" '-6" W-P" 4'-0" 27" loye.4'-0`° 2'-1" 6'- " 4'-6" 30, V-D" 1 4'-6" T-7 G- '-O" 33" Y-f ' 4'-101 " 31 2'_' T" -- 5'" 36" 1'-3" S"-3" 2'-1 B'- " &_w 42" Y-9" 5'-3" T-11" 8"-2" 8'-8" 4 " 2,0., ._0" 2,_ " 8,_2„ 4" 2`3" 5.-5.1 " j 2'-11?" 5'_0" 3,_ " ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON iMLET END-SECTION CONCRETE I_ 40D0 P�TO BE �d PLAN END VIEW SECTION X-X END SECTION DIMENSIONS PIPE DIAMETER A I B C D E 12" 4" 2'-0" 4'-f 6'-1" 2'-0" 1y„ 61 2,-3„ 3'_10" 6'-1" 21_6„ 18" 9" 2_3" 31-10" 6'-1" 3=_0" 21" 9" 2`-11" 3'-2" '-1" 31-6" 24" 10" 3'-7" 2'-8" 6'-3" 41_0`• 27" 10 " 4--0" 21-1 ,-11 4,_6., 30" 11-01, 4'-6" 1' 7 W-11.5'-0" 33" 1'- 36" 1`-3'" 5'-3" 2'-10 8'-1 "' 61-W, 42" 1'-9" 5'-3" 2'-1P' 8'-2" 6'-6" 48" T-O" 6'-Q"' 2'-2" W-2" T-O" 54" 2'^W -5" 2'-11" 8-4" 7`8" — PAY Lit£ NOTES PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT, IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT. LENGTHS WILL BE REDUCED BY THE DIFFERENCE IN DIMENSION "0' ar REF 1�ENCE" FLARED END SECTION V° ROAD AND BR�10£ STANDARDS 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 2016 ROAD & BRIDGE STANDARDS NO PROJECTION OF PIPE ABOVE GROUND LINE I PB-t TOP OF FILL TOP OF FILL o7 TOP OF FILL OUND LSN ^� x .•.- _. — •--^` GROUND L �`"'"""""— "'""'""""""•�OROUND LINE F\;� �x i" " r SEEARTH5 EARTH ROCK OR UNYIELDING MATERIAL SOIL ••• BEDDING MN. MIN. 1r 10 R -,z 9. °'�:� MATERIAL /} R MIN. 1/10 R .ta L ` ` x S1 x BEDDING ill° PER X S x x S X t" OF H MIN. 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x S, MIN, t5 x S, MIN. 1,5 x S, MIN, 1.5 x 5 TOP OF FILL TOP OF FILL _ _ x rr Y rrrrrr rrr r rr rrr rr rr r - rrr rrr rr rrr>'r "`rrsrr rr r rrrrrr- - r r rrr r, r r •LINE r r - r rr rrr r rrr. rr S� r rr r � GROUN c>r _ S r r+ �ftr � . _ LINE � - �, EIUiTH ''its ROCK OR IELDING .I. I % ,. C_ I,— M t - C. TOP OF FILL S r`�r�� rrrrrrrrrrr .! t a rrrrr rrrr rrr r `i GROUND LINE x BEDDING MIN' lM , v SOLMN. %. *"•�` " x S .MATERIAL MAT NAL OFH BEDDING t MATERIAL BEDDIN;G EARTH 1/10 R MATERIAL MIN. &". EARTH FOUNDATION MAX. 24'NORMAL ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH T SECTION 302 OF HE ROAD AND BRIDGE NOTES: SPECIFICATIONS, FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS CLASS I BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. SPECIFICATIONS, REGULAR BACKFILL MATERIAL W ACCORDANCE REQUIREMENTS CRUSHED GLASS CONFORMING TO THE SIZE EOU EMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL, rri.i WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, ® EMBANKMENT REFFEEREANCEE INSTAL. OF PIPE CULVERTS AND STORM SEWERS \v©OT 302 ELLIP. PIPE BEDDING AND BACKFILL - METHOD "A" ROAD u� BRIDGE F REVISION SHEKETET 2 2 OOF 4 303 VIRGINIA DEPARTMENT OF TRANSPORTATION GATE 101f09 107.42 2016 ROAD & BRIDGE STANDARDS PS-1 NO PROJECTION OF PIPE ARCH ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE --GROUND I INE '"-•""'-•' -- -�JJJJJJJJ rrrrrr fJ f JJf �JJ...+JJJ _ rrrr rr._.' _ r ..r111 Jarr JAJJJIJJ rrrrt � ✓,.fJJ ,//Jr___ EARTHEARTHBEDDING7;7ATERIAL / MATERIAL IruMIN, 8/4 NG • MIN. B! ROCK OR MIN. Bt4 s x X MATERIAL X UNYIELDING I f PER 1' OF H W. Ti FT YIELDING FOUNDATION SO OR NORMAL EARTH FOUNDATION MAX ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE ARCH PROJECTION ABOVE GROUND LINE MIN. 1.5 x S MIN. 1.5 x S MIN. 1.5 x S MIN. 1.5 x S 1.5 x 5 MIN. 1.5 x S .. .,MIN. TOP OF FILl TOP OF FILL TOP OF FILL T. = J 1..+/J.+J J/�f%Jr./JJ. f f� :�...'•� .. �.,, rrrf rrrJ.+.+rrf rai////—.a_ rrr rY'ar rf r r ..% � %,.fiYf�r'l/ �i' f e^�i� ........— JJJJ J /JJ JJJJ r i.v U MIN.i .�-----•s. GROUND � r'rr rrrr r GROUND ;� + � rr ,,`•,' . ' r, rrr r LINE _-. rrr r J J. r LINE cc - r`ir"r'r ___. -- •rrrr rrrr r r LINE m .r BEDDING / 1 i - BEDDING MATERIAL -EARTH MIN, Bt4 BEDDING MIN. - I " PER ROCK 0R f,1 MATERIAL 1 GF -,qF 3a. "eE UNYELDM7C SOE MiN. B/4 x x MIN, 8" MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL MATERIAL IN ACCORDANCE WITH NOTE; ®BEDDING SECTION 302 OF THE ROAD AND BRIDGE CIFICATIONS. SAE FOR NOTES ON PIPE. INSTALLATION OF PIPE CULVERTS CLASS BACKFILL ACCORDANCE NOTESBEDDING, S AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. OF THE A STORM WITH SECTION 302 OF 7H£ ROAD AND BRIDGE E SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN I ACCORDANCE BACKFILL. REGULAR BACKFILL MATERIAL N ACCORD AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I L rrrrr WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. EMBANKMENT XvmT INSTALLATION OF PIPE CULVERTS AND STORM SPECIFICATION ROAD AND BRIDGE STANDARDS SEWERS PIPE ARCH BEDDING AND BACKFILL 302 SHEET 3 OF 4 REViS10N DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.03 2016 ROAD & BRIDGE STANDARDS X 12" FOR BOA PROJECTION ^-- ABOVE GROUND LINE: ----- — TO TOP AB HFOR NO PROJECTION ABOVE ------ GROUND LINE sa_ M ST TOP OF FILL I t 1 �33 �I, 3 BEDDING MATERIAL Jf X X 36" MINIMUM OR 0.25 TIMES �'- THE SPAN OF THE BOX CULVERT WHICHEVER IS GREATER, BOX CULVERT SPAN INCLUDES THICKNESS OF THE WALLS AND -"� 15 BASED ON THE SPAN OF A SINGLE BARREL WHEN THERE ARE MULTIPLE BARRELS. l EARTH OR ROCK H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. FOR NORMAL EARTH FOUNDATION: BEDDING MATERIAL IN ACCORDANCE WITH FOR PRECAST AND CAST IN PLACE BOX CULVERT G - 6" SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR ROCK FOUNDATION; FOR PRECAST BOX CULVERT 5 - I%a" PER 12" OF CLASS a. BACKFILL MATERIAL IN ACCORDANCE H - 8" MIN., 24" MAX. -° WITH SECTION 302 OF THE ROAD AND BRIDGE FOR CAST IN PLACE 80X CULVERT 5-DEPTH AS SHOWN SPECIFICATIONS, ON PLANS OR WHERE NO BEDDING IS SPECIFIED BOTTOM SLAB TO BE KEYED INTO EXISTING ROCK FOUNDATION, FOR SOFT, YiELDNG OR OTHERWISE UNSUITABLE FOUNDATION: FOR PRECAST AND CAST IN PLACE BOX CULVERT ® EMBANKMENT b - DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL., A COPY OF THE ORIGINAL SEALED AND SIGNED DRAW€NG IS ON FILE IN THE CENTRAL OFFICE. SPECIRCAT iQN XV COOT REFERENCE INSTALLATION OF BOX CULVERT BEDDING AND BACKFILL - METHOD "A" ROAD AND BRIDGE STANDARDS 302 REVISION PATE I SHEET 4 OF 4 30.3 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/16 t47,fl4 2016 ROAD & BRIDGE STANDARDS r 0 r L • V M d) Z .... o � W `- Lo ��-CO ;v o css I— Q U) N q. � N �I _ Ln LL o '^ vI L o) Q M � V N LIJ C Z Q d- W a 1Y � U O I- Z T Z Q t O LL ® Z m W — u- W u- O U za >olf W co CL W F_ W °D(nry I— � O TH. p,L OF U) 2 LL W ED �' G U) Z W p0U u) 0 Q CL RONALD A, MISLOWSKY, JR. w Q W ry o U A No. 20674 cf) SSZONAL Q VJ S� G U) U w r L7 w w Q N —� z 03 U oQ Q � °_j < a(D U W Z a Z> Z) 0U ° w Q o z ® w tU U) w w U)LLJM � w U) c" cr w U/ Q U r m m z 0 w O z w Q 0 ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC PURPOSE INTENDED WiLL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM. PROJECT CRMUL18001 DATE 2018-11-13 DRAWING SCALE AS SHOWN DRAWN BY KLM APPROVED BY RAM CS3002 SHEET 18 OF 18