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Home My WebLink About08-17 Site Plan1. BOUNDARY INFORMATION AS SHOW HEREIN IS COMPILED FROM EXISTING LAND RECORDS OF FREDERICK COUNTY, VIRGINIA AND CLARKE COUNTY, VIRGINIA, "ALTA/AGSM LAND TITLE SURVEY ON THE PROPERTY OF OXBRIDGE DEVELOPMENT AT SHENANDOAH, LC." DATED APRIL 9, 2013, AND A FIELD SURVEY PREFORMED BY BOWMAN CONSULTING GROUP, LTD. ON APRIL 9, 2011 2. THESE PLANS HAVE BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT AND DO NOT NECESSARILY INDICATE ALL ENCUMBRANCES. 3. TOPOGRAPHIC DATA AS CONTAINED HEREIN WAS OBTAINED FROM A TOPOGRAPHIC SURVEY USING VERTICAL DATUM VCS 83 NORTH ZONE PREPARED BY BOWMAN CONSULTING GROUP, SAID SURVEY BEING DATED JANUARY 2008. 4. THE CONTRACTOR SHALL CONTACT MISS UTILITY AT 1-800-552-7001, UTILITY COMPANY REPRESENTATIVES, PERFORM TEST PITS, REVIEW CURRENT TEST PIT DATA, AND WHATEVER OTHER OPERATIONS AVAILABLE TO ENSURE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES IN THE AREA OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY BOWMAN CONSULTING GROUP OF ANY POTENTIAL CONFLICTS PRIOR TO COMMENCING CONSTRUCTION. 5. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND MAKE ALL INSPECTIONS NECESSARY IN ORDER TO DETERMINE THE FULL EXTENT OF THE WORK REQUIRED TO MAKE THE PROPOSED WORK CONFORM TO THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK, CONDITIONS, AND CONFORMATION AND CONDITION OF EXISTING GROUND SURFACE AND THE CHARACTER OF THE EQUIPMENT AND FACILITIES NEEDED PRIOR TO AND DURING PROSECUTION OF THE WORK. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE CHARACTER, QUANTITY AND QUALITY OF SURFACE AND SUBSURFACE MATERIALS OR OBSTACLES TO BE ENCOUNTERED. ANY INACCURACIES OR DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS MUST BE BROUGHT TO THE OWNER'S ATTENTION IN ORDER TO CLARIFY THE EXACT NATURE OF THE WORK TO BE PERFORMED PRIOR TO THE COMMENCEMENT OF ANY WORK. 6. IN ORDER TO DETERMINE THE EXACT HORIZONTAL AND VERTICAL LOCATION OF A GIVEN UTILITY AND TO ASSIST THE CONTRACTOR AND/OR OWNER IN DETERMINING AREAS OF SPECIAL CONCERN, BOWMAN CONSULTING GROUP HAS INDICATED HEREIN CERTAIN LOCATIONS WHERE TEST PITS SHOULD BE EXCAVATED PRIOR TO COMMENCING CONSTRUCTION. THESE INDICATIONS ARE NOT INTENDED TO BE ALL INCLUSIVE AND WILL NOT RELIEVE THE CONTRACTOR AND/OR OWNER OF THE RESPONSIBILITY OF DIGGING ADDITIONAL TEST PITS, AS MIGHT BE REQUIRED BY ACTUAL SITE CONDITIONS, ANY DISCREPANCIES FOUND BETWEEN ACTUAL AND ASSUMED CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF BOWMAN CONSULTING GROUP. 7. UNLESS OTHERWISE NOTED, ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE. 8. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. 9, FOR THE PURPOSE OF DESIGN COORDINATION, CERTAIN FUTURE CONSTRUCTION IMPROVEMENTS ARE SHOWN HEREIN AS EXISTING. THESE FEATURES MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, 114E HORIZONTAL & VERTICAL LOCATION OF CURBS, SIDEWALKS, PAVEMENTS, AND UTILITIES. 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE INSTALLED TO THE REQUIRED DISTANCE BEYOND THE RIGHT-OF-WAY LINE PRIOR TO THE INSTALLATION OF ANY SUB -BASE MATERIAL, CURB AND GUTTER, OR SIDEWALK. 11. NO BLASTING SHALL BE PERMITTED WITHIN 25' OF EXISTING UTILITY LINES OR STRUCTURES. BLASTING TO BE EXTENDED TO 25' BEYOND PROPOSED STRUCTURES IF CON MONS WARRANT FUTURE EXTENSIONS. 12. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS AND UTILITIES WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN, OR CONTIGUOUS TO, EXISTING RIGHT-OF-WAY. 13. THE APPROVAL OF THIS PLAN SHALL IN NO WAY GRANT PERMISSION BY THE COUNTY FOR THE DEVELOPER TO TRESPASS ON OFF-SITE PROPERTIES. 14. THE APPROVAL OF THESE PLANS SHALL IN NO WAY RELIEVE THE OWNER OF COMPLYING WITH OTHER APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 15. THE ENGINEER SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHOWN ON THESE PLANS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK. THE ENGINEER IS NOT RESPONSIBLE FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING PORTIONS OF THE WORK. 16. IN RESPONSE TO THE FREDERICK COUNTY ENGINEERING DEPARTMENT'S REQUEST FOR FIELD ASSISTANCE, WHEN REQUIRED TO IDENTIFY SPECIFICATIONS OF PROPOSED DEVELOPMENT, AS RELATED TO SPECIFIC SITE CONDITIONS; PLEASE CONTACT BOWMAN CONSULTING GROUP. 17. EMERGENCY VEHICLE ACCESS SHALL BE PROVIDED DURING ALL PHASES OF CONSTRUCTION, 18. WHERE IMPROVEMENTS ARE PROPOSED WITHIN EXISTING EASEMENTS OF RECORD, THE DEVELOPER SHALL OBTAIN WRITTEN PERMISSION FROM THE AUTHORITIES THAT ARE DOMINANT TENEMENTS OF THESE EASEMENTS FOR PERMIT FOR ANY DISTURBANCES WITHIN THESE AREAS PRIOR TO CONSTRUCTION. 19. ALL FINISHED GRADING, SEEDING, SODDING, OR PAVING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF WATER. 20. ALL EXISTING ON-SITE WELLS AND DRAINFIELDS, WHICH ARE NOT REQUIRED TO SUPPORT THIS PROJECT, WILL BE ABANDONED BY THE CONTRACTOR ACCORDING TO LAW, 21. ALL OUTDOOR LIGHTING MUST BE SHIELDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES AND ROAD RIGHT-OF-WAYS: 22. ALL OFFSITE EASEMENTS SHALL BE RECORDED PRIOR TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT. 23. TO THE BEST OF THE ENGINEER'S PROFESSIONAL JUDGEMENT, KNOWLEDGE, AND BELIEF, 111E DESIGN SPECIFICATIONS HEREIN COMPLY WITH THE A.D.A. 24. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO FIELD OPERATIONS. 1. UNLESS OTHERWISE NOTED OR SHOWN HEREIN, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE SUPPLIED AND INSTALLED IN STRICT CONFORMANCE WITH THE RULES, SPECIFICATIONS, AND/OR REGULATIONS CONTAINED IN: A. THE VIRGINIA DEPARTMENT OF TRANSPORTATION, ROAD & BRIDGE SPECIFICATIONS AS AMENDED TO DATE. B. THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, LATEST EDITION. C. THE FREDERICK WATER STANDARDS D. THE FREDERICK COUNTY SUBDIVISION ORDINANCE E. THE DEPARTMENT OF JUSTICE FEDERAL REGISTER IMPLEMENTING TITLE III OF THE AMERICANS WITH DISABILITIES ACT, PUBLIC LAW 101-336 FOR NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATION. E. THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, LATEST EDITION. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND REGULATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS AND/OR RECONSTRUCTION OF ALL UTILITY COVERS (MANHOLE FRAMES AND COVERS, VALVE BOX COVERS, ETC.) TO MATCH THE FINISHED GRADES OF THE AREAS AFFECTED BY THE CONSTRUCTION. 4. THE CONTRACTOR MUST HAVE THE APPROVED CONSTRUCTION DRAWINGS IN POSSESSION PRIOR TO THE START OF CONSTRUCTION. AT LEAST ONE (1) COPY OF THE APPROVED PLANS, WITH REMSIONS, MUST BE KEPT ON-SITE AT ALL TIMES, 5. ALL UTILITIES NOTED TO BE RELOCATED OR REMOVED SHALL BE AT THE DEVELOPERS EXPENSE, TO INCLUDE ALL POLES AND STRUCTURES AS REQUIRED. ALL POLES REQUIRED TO BE RELOCATED MUST BE MOVED PRIOR TO CONSTRUCTION. 6. CONTROLLED FILLS SHALL BE COMPACTED TO MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER STANDARD PROCTOR AASHTO-T99, ASTM -D698 OR VTM-1 AS APPLICABLE. DENSITY SHALL BE CONFIRMED AND CERTIFIED BY A QUALIFIED AND REGISTERED PROFESSIONAL ENGINEER. 7. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AN ENTRANCE PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION FOR ANY WORK WITHIN DEDICATED RIGHT-OF-WAYS OR FOR ANY TEMPORARY AND/OR PERMANENT ENTRANCE OFF OF A STATE MAINTAINED ROADWAY. 8. THE CONTRACTOR SHALL OBTAIN A LAND DISTURBANCE PERMIT FROM THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO COMMENCING ANY LAND DISTURBANCE ACTIVITIES. A BOND COVERING THE LAND DISTURBING ACTIVITY WILL ALSO BE REQUIRED. 9. THE CONTRACTOR SHALL NOTIFY THE VIRGINIA DEPARTMENT OF TRANSPORTATION, FREDERICK COUNTY, AND THE WATER AND SEWER AUTHORITY A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION OF ANY IMPROVEMENTS SUBJECT TO INSPECTION AND/OR MAINTENANCE BY SAID AGENCIES. 10. STORM SEWER AND CULVERT PIPE SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO THE LATEST EDITION OF A.AS.H.T.O. DESIGNATION M170. UNLESS OTHERWISE NOTED AND/OR SPECIFIED HEREIN, ALL STORM SEWER AND CULVERT PIPE SHALL BE CLASS THREE, WALL B. 11, REFER TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS FOR CONSTRUCTION DETAILS NOT SHOWN OR CONTAINED HEREIN. 12, UNLESS OTHERWISE NOTED HEREIN V.D.O.T. STANDARD IS -1 SHAPING SHALL BE APPLIED TO THE INVERTS OF ALL DRAINAGE STRUCTURES. 13. UNLESS OTHERWISE NOTED OR SHOWN HEREIN ALL COMMERCIAL/RESIDENTIAL STREET ENTRANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH VD.O.T. STANDARD CG -11. 14. STRIPING AND SIGNAGE PLANS (AS REQUIRED) SHALL BE SUBMITTED AND APPROVED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO SUBMISSION OF A ENTRANCE PERMIT APPLICATION. ALL STRIPING AND SIGNAGE SHOWN HEREIN IS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE 'NTH THE SPECIFICATIONS AND/OR REQUIREMENTS CONTAINED IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS (M.U.T.C.D.) AND THE VIRGINIA SUPPLEMENTS THERE TO AS WELL AS THE FREDERICK COUNTY SUBDIVISION ORDINANCE. room MmAl-flMin- "OL • RAN MREC SHENANDOAH VA, LLC C/O LANSDOWNE DEVELOPMENT GROUP, LLC 3863 CENTERVIEW DRIVE, SUITE 300 CHANTILLY, VA 20151 ATT: MR. THOMAS M. CARDMAN (703) 464-1000 SIGNATURE DATE FREDERICK WATER 315 TASKER RD STEPHENS CITY, VA 22655 (540) 868-1061 ALLEGHENY POWER COMCAST CABLE 3463 VALLEY PIKE 12345 SUNRISE VALLEY DRIVE WINCHESTER, VA 22604 RESTON, VA 20191 (540) 722-5852 (703) 670-0189 VERIZON 404 HILLANDALE LANE WINCHESTER, VA 22602 (540) 665-3156 SHENANDOAH GAS P.O. BOX 2400 WINCHESTER, VA 22604 (540) 869-1111 wow -VIAL, Is LANSDOWNE DEVELOPMENT GROUP, LLC 3863 CENTERVIEW DRIVE, SUITE 300 CHANTILLY, VA 20151 ATT: MR. THOMAS M. CARDMAN (703) 464-1000 E l eel l ZA=�� l oz 1 SIGNATURE DATE THE IDENTITY OF AN ALTERNATE "CERTIFIED RESPONSIBLE LAND DISTURBER" MAY BE ANNOUNCED BY THE OWNER OR HIS REPRESENTATIVE BEFORE OR DURING CONSTRUCTION. BOWMAN CONSULTING GROUP ASSUMES NO RESPONSIBILITY RELATED TO THIS POSITION AND/OR DUTIES RELATED TO SAME. SITE AND ZONING DATA: 1. THE SUBJECT PROPERTIES ARE DESIGNATED AS TAX MAP 87 PARCEL A LOT 103 AS CONTAINED ON THE FREDERICK COUNTY REAL ESTATE ASSESSMENT MAPS & TAX MAP 27 PARCEL A LOT 16 RECORDED BY CLARKE COUNTY CIRCUIT COURT. TAX MAP NUMBER (87-A-103). 2. THE TOAL ACERAGE OF THE PARCEL TO BE DEVELOPED CONTAINS 256,017 SQUARE FEET OR 5.9 ACRES OF LAND BE THE SAME MORE OR LESS. 3. THE SITE IS CURRENTLY ZONED R5 AND IS BEING ADMINISTERED UNDER THE FREDERICK COUNTY ZONING ORDINANCE. 4. THE FOLLOWING "LAND DEVELOPMENT APPLICATIONS" WHICH PRECEDE THIS APPLICATION ARE ASSOCIATED WITH THIS PROJECT. A. MASTER DEVELOPMENT PLAN /02-16 TITLED "LAKE FREDERICK (FORMERLY SHENANDOAH) MASTER DEVELOPMENT PLAN REVISION 3" BY BOWMAN CONSULTING GROUP. R S14ENANDOAH DEVELOPMENT - PHASE i - SECTION 7 5. WATER AND SEWER SERVICES ARE TO BE PROVIDED BY FREDERICK WATER. THE SUBJECT PROPERTY IS LOCATED BETWEEN RACHEL CARSON DRIVE AND HWY-522. THE SITE IS CURRENTLY VACANT WITH A GRAVEL ACCESS ROAD, SOME VEGETATION, AND AVAILABLE INFRASTRUCTURE IN AbJACENT RIGHT OF WAYS. THE PROPOSED USE FOR THE SITE WILL BE ONE COMMUNITY CENTER WITH OUTDOOR POOL, PARKING LOT, AND ASSOCIATED SITE UTILITIES. THE AREA OF LAND DISTURBANCE ACTIVITIES IS APPROXIMATELY 5.9 ACRES. 1 COVER SHEET 2 LEGENDS, NOTES, TYPICAL SECTIONS, DETAILS& SOIL MAP 3 SITE & UTILITY DETAILS 4 EXISTING CONDITIONS & DEMOLITION PLAN 5 PROJECT OVERVIEW PLAN 6 GEOMETRIC LAYOUT AND UTILITY PLAN 7 GRADING PLAN 8 DRIVEWAY PLAN AND PROFILE 9 PRE -DEVELOPMENT DRAINAGE DIVIDE MAP 10 POST -DEVELOPMENT DRAINAGE DIVIDE MAP 11 UTILITY PROFILE & COMPUTATION 12 STORM SEWER PROFILES AND COMPUTATIONS 13 BMP MAP 14 SWALE COMPUTATIONS 15 BMP CALCULATION 16 BMP DETAILS 17 STORMWATER MANAGEMENT COMPUTATIONS 18 STORMWATER MANAGEMENT DETAILS 19 STORMWATER MANAGEMENT DETAILS (2) 20 ADEQUATE OUTFALL COMPUTATIONS 21 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 22 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 23 EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE 24 LANDSCAPING AND SIGNAGE PLAN 25 LANDSCAPING COMPUTATIONS AND SIGNAGE DETAILS 26 PHOTOMETRIC PLAN 27 PHOTOMETRIC PLAN DETAILS 28 FREDERICK WATER DETAILS SITE PLAN APPROVAL NAME i"T'- BATE SITE PLAN NUMBER 09-11 CERTIFICATION #:38586 DATE: 11 /4/18 THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS FCSA PROJECT INFORMATION WATER AND SANITARY SEWER USAGE WATER DEMAND 259 GPD (BASED ON 3,453 SF OF COMMUNITY CENTER) SANITARY SEWER DISCHARGE 259 GPD CALCUUTION OF DEMAND DISCHARGE WATER DEMAND RESIDENTIAL 235 GPD PER CONNECTION COMMERCIAL 75 GPD PER 1000 SF INDUSTRIAL 25 GALLONS PER PERSON PER DAY 0 10 PERSONS PER ACRE. SEWER DISCHARGE SEWER DISCHARGE EQUALS WATER DEMAND REVISION BLOCK NO. O DATE A O 3/6/17 O REVISIONS PER FREDERICK COUNTY COMMENTS, BUILDING/POOL REVISIONS O C REVISIONS PER FREDERICK WATER COMMENTS, WATER/SEWER REVISIONS 11/20/17 O APPROVAL SET 12/22/17 N ai J 0N CL rr- q 3:E $ u M (n Ln 0 LO CO Ln � ti dLi1 w� , N 7066500 AjA N.VtN N 7066500 ; SUBDIVISIGN J' , i SHENANDOAH 1 y "T' l 4 5 ;� C7 n7 WS ;ori to O 1 i 2 2 7 ' ry•t,' .. It y 'C N 7064000', N 7064000 �I ZI LAKE j } FREDERICK/,` " 1 Q ° r SITE kc�1 7061500 �� N 7061500 s i v 4 O O O O O O C? <v O Ln O Ln O Ln rn C-) C0 s Ld w r LLJ MREC SHENANDOAH VA, LLC C/O LANSDOWNE DEVELOPMENT GROUP, LLC 3863 CENTERVIEW DRIVE, SUITE 300 CHANTILLY, VA 20151 ATT: MR. THOMAS M. CARDMAN (703) 464-1000 SIGNATURE DATE FREDERICK WATER 315 TASKER RD STEPHENS CITY, VA 22655 (540) 868-1061 ALLEGHENY POWER COMCAST CABLE 3463 VALLEY PIKE 12345 SUNRISE VALLEY DRIVE WINCHESTER, VA 22604 RESTON, VA 20191 (540) 722-5852 (703) 670-0189 VERIZON 404 HILLANDALE LANE WINCHESTER, VA 22602 (540) 665-3156 SHENANDOAH GAS P.O. BOX 2400 WINCHESTER, VA 22604 (540) 869-1111 wow -VIAL, Is LANSDOWNE DEVELOPMENT GROUP, LLC 3863 CENTERVIEW DRIVE, SUITE 300 CHANTILLY, VA 20151 ATT: MR. THOMAS M. CARDMAN (703) 464-1000 E l eel l ZA=�� l oz 1 SIGNATURE DATE THE IDENTITY OF AN ALTERNATE "CERTIFIED RESPONSIBLE LAND DISTURBER" MAY BE ANNOUNCED BY THE OWNER OR HIS REPRESENTATIVE BEFORE OR DURING CONSTRUCTION. BOWMAN CONSULTING GROUP ASSUMES NO RESPONSIBILITY RELATED TO THIS POSITION AND/OR DUTIES RELATED TO SAME. SITE AND ZONING DATA: 1. THE SUBJECT PROPERTIES ARE DESIGNATED AS TAX MAP 87 PARCEL A LOT 103 AS CONTAINED ON THE FREDERICK COUNTY REAL ESTATE ASSESSMENT MAPS & TAX MAP 27 PARCEL A LOT 16 RECORDED BY CLARKE COUNTY CIRCUIT COURT. TAX MAP NUMBER (87-A-103). 2. THE TOAL ACERAGE OF THE PARCEL TO BE DEVELOPED CONTAINS 256,017 SQUARE FEET OR 5.9 ACRES OF LAND BE THE SAME MORE OR LESS. 3. THE SITE IS CURRENTLY ZONED R5 AND IS BEING ADMINISTERED UNDER THE FREDERICK COUNTY ZONING ORDINANCE. 4. THE FOLLOWING "LAND DEVELOPMENT APPLICATIONS" WHICH PRECEDE THIS APPLICATION ARE ASSOCIATED WITH THIS PROJECT. A. MASTER DEVELOPMENT PLAN /02-16 TITLED "LAKE FREDERICK (FORMERLY SHENANDOAH) MASTER DEVELOPMENT PLAN REVISION 3" BY BOWMAN CONSULTING GROUP. R S14ENANDOAH DEVELOPMENT - PHASE i - SECTION 7 5. WATER AND SEWER SERVICES ARE TO BE PROVIDED BY FREDERICK WATER. THE SUBJECT PROPERTY IS LOCATED BETWEEN RACHEL CARSON DRIVE AND HWY-522. THE SITE IS CURRENTLY VACANT WITH A GRAVEL ACCESS ROAD, SOME VEGETATION, AND AVAILABLE INFRASTRUCTURE IN AbJACENT RIGHT OF WAYS. THE PROPOSED USE FOR THE SITE WILL BE ONE COMMUNITY CENTER WITH OUTDOOR POOL, PARKING LOT, AND ASSOCIATED SITE UTILITIES. THE AREA OF LAND DISTURBANCE ACTIVITIES IS APPROXIMATELY 5.9 ACRES. 1 COVER SHEET 2 LEGENDS, NOTES, TYPICAL SECTIONS, DETAILS& SOIL MAP 3 SITE & UTILITY DETAILS 4 EXISTING CONDITIONS & DEMOLITION PLAN 5 PROJECT OVERVIEW PLAN 6 GEOMETRIC LAYOUT AND UTILITY PLAN 7 GRADING PLAN 8 DRIVEWAY PLAN AND PROFILE 9 PRE -DEVELOPMENT DRAINAGE DIVIDE MAP 10 POST -DEVELOPMENT DRAINAGE DIVIDE MAP 11 UTILITY PROFILE & COMPUTATION 12 STORM SEWER PROFILES AND COMPUTATIONS 13 BMP MAP 14 SWALE COMPUTATIONS 15 BMP CALCULATION 16 BMP DETAILS 17 STORMWATER MANAGEMENT COMPUTATIONS 18 STORMWATER MANAGEMENT DETAILS 19 STORMWATER MANAGEMENT DETAILS (2) 20 ADEQUATE OUTFALL COMPUTATIONS 21 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 22 EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 23 EROSION AND SEDIMENT CONTROL DETAILS AND NARRATIVE 24 LANDSCAPING AND SIGNAGE PLAN 25 LANDSCAPING COMPUTATIONS AND SIGNAGE DETAILS 26 PHOTOMETRIC PLAN 27 PHOTOMETRIC PLAN DETAILS 28 FREDERICK WATER DETAILS SITE PLAN APPROVAL NAME i"T'- BATE SITE PLAN NUMBER 09-11 CERTIFICATION #:38586 DATE: 11 /4/18 THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS FCSA PROJECT INFORMATION WATER AND SANITARY SEWER USAGE WATER DEMAND 259 GPD (BASED ON 3,453 SF OF COMMUNITY CENTER) SANITARY SEWER DISCHARGE 259 GPD CALCUUTION OF DEMAND DISCHARGE WATER DEMAND RESIDENTIAL 235 GPD PER CONNECTION COMMERCIAL 75 GPD PER 1000 SF INDUSTRIAL 25 GALLONS PER PERSON PER DAY 0 10 PERSONS PER ACRE. SEWER DISCHARGE SEWER DISCHARGE EQUALS WATER DEMAND REVISION BLOCK NO. SHEET NUMBER AND REVISION DESCRIPTION DATE A REVISIONS PER FREDERICK COUNTY COMMENTS 3/6/17 B REVISIONS PER FREDERICK COUNTY COMMENTS, BUILDING/POOL REVISIONS 9/08/17 C REVISIONS PER FREDERICK WATER COMMENTS, WATER/SEWER REVISIONS 11/20/17 D APPROVAL SET 12/22/17 N ai J 0N CL rr- q 3:E $ u M (n O Approved by Frederick County Zoning Administrator SITE PLAN VALID FOR 5 YEAS FROM APPROVAL DATE /y J✓I-., le 14 mm w' U ZCFM JAMES NATEM 5 i i N0. 58505 �• � 12 a; j17 A3 on 'S'.Ip.AIALI of PLAN STATUS 3/6/17 COUNTY COMMENTS WATER 12/22/171 APPROVAL SET 1 DATE I DESCRIPTION YY BIRD I RJW DESIGN DRAWN J o 2 O m u O tV 0 .G o N 0 CV 0 C7 '21) 3 J O C7 C o E E O Y' N ai J 0N CL rr- q 3:E $ u M (n O mm w' U ZCFM JAMES NATEM 5 i i N0. 58505 �• � 12 a; j17 A3 on 'S'.Ip.AIALI of PLAN STATUS 3/6/17 COUNTY COMMENTS WATER 12/22/171 APPROVAL SET 1 DATE I DESCRIPTION YY BIRD I RJW DESIGN DRAWN CHKD SCALE V: AS SHOWN JOB No. 6742-04-026 DATE JAN, 2017 FILE No. 6742 -D -CP -026 —X —X — SA�F SILT FENCE tStiFl SUPER SILT FENCE PERMITTED 10 FEET 5 FEET / PROPOSED— i ®� R�etID JAMES 1FATERS @ No. 58505 ®"ay`SrONAL ""ar",e �°♦sees DRAINAGE DIVIDES PARKING REQUIRED TREE PROTECTION 0 INLET PROTECTION 08/17 COUNTY COMMENT: INDOOR RECREATION: 1 SPACE PER 200 SF TOTAL REQUIRED OUTLET PROTECTION 3,453/200 CIP CULVERT INLET PROTECTION COMMENTS PARKING PROVIDED HANDICAPPED PARKING REQUIRED HANDICAPPED PARKING PROVIDED CHECK DAM tl?I )i DIVERSION DIKE RIGHT OF WAY DIVERSION DIKE FLOOR AREA RATIO CALCULATIONS CONSTRUCTION ENTRANCE GROSS FLOOR AREA = 3,453 SF fPS1 PERMANENT SEEDING E) EC -2 SOIL STABILIZATION BLANKET E) EC -3 SOIL STABILIZATION BLANKET DATE DESCRIPTION V TREE PROTECTION W/ SUPER SILT FENCE s -- TREE PROTECTION W/ WELDED WIRE MESH CUTILITY RJW I STREAM CROSSING TEMP. VEHICULAR STREAM CROSSING 8' SWALE a 9' GRASS SHOULDER 6' ASPHALT TRAIL 2.00% MAX. m �1.5' EP 8' SWALE 11' TRAVELWAY 11' 1RAVELWAY 7 2.08% 2.08%:1 \`1.5" SM 12.5A ��3" BM -25.0 2' FLAT BOTTOM 8" 21-A 2' FLAT BOTTOM NOTE: PRELIMINARY PAVEMENT SECTION IS BASED ON ASSUMED VALUES. FINAL DESIGN SHALL BE BASED ON GEOTECHNICAL REPORT. FINAL PAVEMENT DESIGN SUBJECT TO CHANGE. BOWMAN CONSULTING TAKES NO RESPONSIBILITY FOR USE OF PRELIMINARY PAVEMENT DESIGNS FOR BID PURPOSES. TYPICAL SECTION MAHYSSAN DRIVE (NOT TO S LEGEND - -- - - - - — RIGHT OF WAY -- -- PROPERTY LINE \ - - -- -350- - EXISTING MAJOR CONTOUR \ T52---- EXISTING MINOR CONTOUR 350 PROPOSED MAJOR CONTOUR 352 PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION +35Z PROPOSED SPOT ELEVATION l EXISTING TREELINE PROPOSED TREELINE v --_- -- EXISTING FLOODPLAIN m �-I PROPOSED CONC. SIDEWALK Tr r PROPOSED ASPHALT TRAIL $ 4 C 5 R, 0 0 1 004 PROPOSED SANITARY SEWER r -- ---~ LM EXISTING SANITARY SEWER CCU O PROPOSED STORM SEWER \ *' EXISTING STORM SEWER u! n C E d t o I o C6 o °cm o PROPOSED WATER TINE . m c' m MO . C EXISTING WATER LINE `��ca j o P n b ci w/v E mc LIMITS OF CLEARING a� ' E Q a ` o & GRADING u _f o O ' m STREET LIGHT _, . � 7 �. � �� , ... ,- \ 1 -�- STOP SIGN < \ ,/ z ~ FIRELANE SIGN < � cc A PARKING SPACE \ / F+�d > GP GRINDER PUMP SCALE: 1" = 100' ® Pte+ F SOILS LEGEND: 0 z TYPE NAME GROUP SLOPE °6 STANDARD EASEMENT LEGEND W W � 14C FREDERICK—POPLIMENTO LOAMS IE DENOTES INGRESS/EGRESS EASEMENT 5B CARBO SILT LOAM D 2-7%° W h. W WATER L F4 DENOTES FREDERICK WATER EASEMENT U) 5 z H w SD DENOTES STORM DRAIN EASEMENT % ® LL DENOTES SOIL TYPE U l DENOTES SIDEWALK EASEMENT 1 4 C ` q w M� DENOTES PRIVATE ACCESS EASEMENT � � U NOTE: SOILS INFORMATION OBTAINED FROM THE LATEST NATURAL RESOURCES CONSERVATION SI DENOTES SIGHT DISTANCE EASEMENT SERVICE (NRCS) INFORMATION PROVIDED BY THE USDA DATED 1/17/2016 � H O DENOTES TRAIL EASEMENT ! NOTE: ALL EASEMENTS ARE PERMANENT UNLESS �t ZONING REQUIREMENTS F- V) p SPECIFICALLY NOTED AS TEMPORARY. Z 4 §165-402.09 DIMENSIONAL REQUIREMENTS W AREA TABULATIONS TOTAL AREA: 5.89Ac z Z AREA IMPERVIOUS: 1.58 Ac 26% Lu O AREA IN OPEN SPACE: 4.31 Ac 74% REQUIRED OPEN SPACE: 2.06Ac 35% d ui SETBACKS: REQUIRED / PROPOSED Q FRONT SETBACK 35 FEET f 35 FEET SIDE SETBACK 15 FEET / 15 FEET REAR SETBACK 50 FEET f 50 FEET SDP # 08 - 17 COUNTY PROJECT NUMBER MAXIMUM HEIGHT PERMITTED f PROPOSED r.®o•b.sr 45 FEET f 45 FEET ®r' �N} TH Op as @� _ V i SIGN SETBACK HEIGHT §165-202 REQUIRED OFF—STREET PARKING SPACES PERMITTED 10 FEET 5 FEET / PROPOSED— i ®� R�etID JAMES 1FATERS @ No. 58505 ®"ay`SrONAL ""ar",e �°♦sees PLAN STATUS PARKING REQUIRED 3/6/17 COUNTY COMMENT' 08/17 COUNTY COMMENT: INDOOR RECREATION: 1 SPACE PER 200 SF TOTAL REQUIRED = 3,453/200 = 18 SPACES 9 = 18 SPACES 1/20/1 FREDERICK WATER COMMENTS PARKING PROVIDED HANDICAPPED PARKING REQUIRED HANDICAPPED PARKING PROVIDED = 61 SPACES = 3 SPACES = 3 SPACES 2/22/1 APPROVAL SET FLOOR AREA RATIO CALCULATIONS GROSS FLOOR AREA = 3,453 SF LOT AREA = 19.00 ACRES (827,640 SF) FAR = 3,453 /827,640 = .004 DATE DESCRIPTION YY BRD RJW I DESIGN DRAWN CHKD BUILDING LAYOUT FITNESS STUDIO = 632 SF AS SHOWN SCALE V: JOB No. 6742-04-02E CLUB ROOM - WOMEN'S LOCKER ROOM = 652 313 SF SF MEN'S LOCKER ROOM - 316 SF DATE JAN, 2017 STORAGE - OFFICE = 69 296 SF SF FILE No. 6742 -D -CP -026 POOL EQUIPMENT = 264 SF SHEET 2 QE 28 u® A. 6 INCH ..luI_ THERMOPLASTIC SOLID WHITE LINE CROSSWALK DETAIL (NOT TO SCALE) " - CLASS A3 CONC. MAX CROSS SLOPE 2.00% d'- ma d d' (NOT TO SCALE) PARKING BUMPER (TYP.) 4" WiDE WHITE LINE(TYP.) TYPICAL HEAD—IN PARKING BAY DETAILS (NOT TO SCALE) NOTESB 1. THIS ITEM MAY BE PRECAST OR CAST IN RACE. 2. CONCRETE TO BE CLASS A3 W CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAI} FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOMIS TOFOF CURB WIL COINCIDE ITH THE TOP OF A COURSE OF THE INT THE PRiCEHBIDIS DEPTH0 BE MADE FOR A DECREEASE R ADJUSTMENT IT INCREASE IN DEPTH. S. CO -3 IS 0R 00-70BE AS SH0WN ON APPENDIX ROADWAYS OF THE THE ROAD DESIGN MANUAL. 6. 'N�REN THIS STA.NOARD 6 TO TIED IFdT0ME70ST1NG, vvARRiER CURBF THE TRN lT1 IS BE ADE IN IVOPOR� THE CHANGE IN STAND S MADE AT REGULAR 2" � (" b, 2" R eHp'. 3•' 4" A•.. V R . •q;.• • A e' Q. SURFACE °"• e. • e. SEE r. NOTE 4 . K• "'.` •ALL'.. p, • �. • ®.. �, BASE a• c Ii, SUBBASE 71, ATaae STMDARD 4" CURB REV.02 201 .o2 9206 2D1VIRGINIA DEPARTMENT OF TRANSPORTATION aa2 WHITE LETTERS ON BLUE RELECTNE BACKGROUND 12" DME PERMIT REQUIRED 18" =100 FINE } I I 4' MIN. I� T MAX NOTE: SIGNS MAY BE MOUNTED TO BUILDING AT HEIGHTS SPECIFIED HANDICAPPED PARKING SIGN NOT TO SCALE WHITE LETTERS ON BLUE RELECTIVE BACKGROUND �12"� DMV PERMIT T REQUIRED 18" $100 FINE i VAN 4' MIN. 7' MAX. NOTE: SIGNS MAY BE MOUNTED TO BUILDING AT HEIGHTS SPECIFIED VAN ACCESSIBLE HANDICAPPED PARKING SIGN NOT TO SCALE DICE OF PAVEMENT SIGN (SEE DETAIL SIGN (SEE DETAIL) S.0y+� 8.0' _ 8� EP aC==� 2 2 r o0 (� "STRIPES � "STRIPES \\� 13.0' 16.0' STANDARD VAN ACCESSIBLE HANDICAPPED HANDICAPPED PARKING DETAIL PARKING DETAIL (NOT TO SCALE) (NOT TO SCALE) 2" 4112" 2 EA. #3 REBAR - _ F " - 9N - GONG. CROWN 4" STEEL POST ) AND BURIED IN CONCRETE. 1/2" CROWN FINISHED GRADE CLASS "B" CONCRETE FOOTING 6" MIN. VDOT SIZE #68 CRUSHED AGGREGATE STEEL BOLLARD DETAIL NOT TO SCALE (OR SIMILAR) 1 is (NOT TO SCALE) NOTE: 1 - REBAR AMERICAN GRADE 60 SIZE #3 2. 3069 PSI CONCRETE OR GREATER 3. WEIGHT 200 POUNDS A f'Ek7AS 4l£ - I XNT _Ss OOtt' fi' .TNG c IT, C -C A. FIN % 1 41y� B i a 6 J ��• _ _-__ TRUN ATF RE TYPICAL DESIGN BEE CVEEi I,. A OR If IAS aE,; r• .^.LrttB J V Mt a.IMAX . .. J O c� w C) E 0 EJ ED r MIv. i----•� SECTION A -A ERNIS. IBL£ �. �_� _ _ • __ __ _ � TYPE A WITH BUFFER STRIP SECTION B-8 O ES 94 GFNERRl Y. -t5 CW THt D,HpTRLE. NA NAL •L•PRI'E 1 ,HEPi Of 5. IMS RESIGN `O 3E ,SEO FORC615IRLICTiCk ..TIIA7 JC3R>ryRAFS WIDER 54'EW'ALK. LANCING (fyl{JE%PER 'R_`J Al TO 10 CUI RAMP- VNImum CURE RARr LENC-11 8 1',,? •^OR NEW CDh5YRiS'iCN, B. FEE' POR ALTERATIONS AHSA Ci ARE 'AIDING A ,A ,DOME LANDING _ •� Y AREA USA ! A1/ AREA GHTSOE Of =1.J PAVEtWPV AL TRA LWAY SHAL Q HE P Vi 4(i :4 I LWI 1114 •.% HC MAK Tt Nc VARKED h S.WA_K ARE{. \ G55WAL �( aRVA—I O�. ) 1, % w/ ' CRIran CROSSWALK K o TYPICAL PLACEMENT 1CR0SSWALK TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION [,1e.,.;_ 'LN WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION CG -12 DETECTABLE WARNING SURFACE RP.FER£NGE "NVC?OT Rp,.i) ANN BR9GF SiANOt.P S 105 TYPE A (PERPENDICULAR) APPLICATION "HE VIRGINIA "PItA:.MI R IKANSFOR*Al ON wE"SUN DAT; //SI �I-E• z,,G• cc -n GENERAL NOTES: i 1, 74F DE ECTAELE WARN NO OIrLL f3' UROVIt%D 8. Y'RUNCA FO IUVVS, A' 2. DELECTABLE WARNING O BE C A S A-3 CONCRETE (CLASS A-4 51 PRECAST) WIN SLP DEBI, PTTEGRk SURFACE COVERS' THE FULL M k Of THE ' RAMP FLOOR BY 2 FOOT IN L NGT.K HR TIRE ORE TION OF PFD S 4A.N TRAVEL OTHER TYPES OF VAERIAL, WITH THE RUNCA,E DOMF D -ECTABLE TYPE A WARNING MAY 3 GEED W Y rHE .SVR V& OF THE NGNF R PERPENDICULAR 3. SLOPING SIDES OF CURB RAMP MAY B POURED MONO III CA WTI RAMP FLOOR OF BY CSIMG PERMIS51atr CONSTRUCTION J?.NT WITH 4E0VIRED EARS. 4, IF RAMP F OOR IS PRECA t NOTES MUST BE PROVIDED FOR DOWEL BARS SO •i THAT AD 0BANC LAKE^ VCS AN BE Ar N PLACE AFTER LACOAFNT OF 5'Im PRECAST DPMI "II III ONCRET SHALL BE CAB A _----"!!r- T 5. REONRED BMS * 10 BL Nn 5 X 8" ACED 1 CENTER TO ENTER ALONG-�AY"� DE' CF i RAMP OOR. MIO-D-P.H OF' RAMP 'LOOP, MINIMUM 1=1"X BOTH SIDE -N_ .ANCR f COVER EO! -- 6- CURB/ CUBIC AND CUT F? SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUD D IN PAYNCOT FOP OURP. I GORE ANO GUTTER PARALLEL 7. CURB SAUDIS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THC ENGINEER THEY ARE TO. BE PROVIDED A. INTERSECTIONS WNEREVf.R N AN GCCESSS,E RW -E N 1 THE RIGHT OF WAY Or A MC4WAY ACII S CROSSES , CURB REGARDLESS 9F WHETHER SWEWALK 5 rB*VNO PROPOSED, II ORNON XS N7 'Hr- MUST 8" LOCATED WIT" PEOESTEGAN CROSSWALKS AS SHOWNON 11 AND OR AS DIRECTED BY THE ENGINEER AND SHOULD' NOT 4ND 11°hAy BE LOCATED D VE ICE STOP LINES EXISTING LIGHT POLE FRE H-ORAN S DROP rNLET4 TC ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UN035T4UC 0 S Q111 IM AND SLI RESISTANT PATH CONNECTING ALL ACCESSIBI t M NTS OF A FACRITY pHA CAN Or. APPROA..HFV ENi6RE-1 AND USED = PFOEoii±ANS A !ATM "-,.,_.----"_'_. S. RAMPS MAY 4 PLACED ON RADIAL OR TANGENTIAL SEGHMS PROVIDED THAT 14fHCR THAN EDGE Of PAV-ANENT THL CURB OPENING IS .IACED WITHIN THE LIMITS OF THE ..ROSSwALIT AND IPA? HES OPE AT THE CONNECTION OF CF THF, CURE OPENING, IS • AT %.W. SAME AS TOP OF CURB PIRPENDIC'.M. TO iM CURB. TYPICAL CONCRETE SIDEWALK I5 " 7 FOB WHEN THE ENTRANCE RADiICANN0i TYPE C O TURNING RAFTTNIRC'RA+4TR K PARALLEL & PERPENDICULAR COUME TFF ,RFFRCG-1IENTRANCE HEV TRUCK TRAIFi CS FOR CON -PT HE DEPTY- 10 WHEN CURBBRAMPS ARF. J ED IN CONJUNCTION WITH A SHARED USE PATH, NOMINMUM MDI. SHALE BE THE WIDTH OF THE SHARED USE PAL 11 1- WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS DIAGONAL,A 4'x 4 LANI AREA SHAT BE PROVIDED TO MANEUVER A WHFF CHAIR INTO THE RCSEWAK W IDU GOING R O THE TRAVEL•WAY THIS 4 w 4 - LANDING AREA MAY INCLADE THE GUTTER RAN 12, ALL CAST WHERECURE RANDS INTERSECT A RADIAL SECTION OF / TRUNCA U DOM CURB AT ON'PANCES UP SIRECT CONNECTIONS THE OE?CC ABLE -+1 }G '1 4 C C /I 0 WARNING SURFACEHAL "Ai A FACTORY RADIUS OR BE ! LC � w-C�. / <TO c) 0 , G O -MCN— A E.iD RICOMMBY TILL MMUFACTURER TO MATCH THE RACE 0" CURB. •D C F 0 0 0 0 0 0 0 0 0 0 e4- LANONG RAMP I / / 00000a00000ca�a c c 0 0 o 0 0 O O fJ O O O O O O O O O O O Of A DIAMETERiG DF?ECTABLE {� '0� "N lL) O O O C O O O.t` O O O O C OIT �f_! AI BACK Of CURB 14 PMI LEN ( AR :FULL BOTH OF RAMP FLOOR S,I DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XVDOT CG -12 DETECTABLE WARNING SURFACE �HfFFR NC ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 71!H IGS SD? CC 12 -5 DOWELS 8" LONGNAT 12 C ;1-t MIf A _;_];;k .rte 4121 MAX— (- WITH BUFFER STRIP L RAMP RAMP 5'MM ISEk TAQU:VA ' -SEF TAB FJ �12 Y -'--TRUNCATED DOMES 111 MAx_� x "f'\, BEC SHIFT 'OF 3 FOR NrAILS- z'MN HAPS MATCH FACE_.. 0 FaN:4A, FOAL'(.URB 1 RACz OF CURB - +B ,., `-- WITH BUFFER STRIP z0a <s H MaY„__ MN �_ti ACL pfX � iI" MAY._ A SECTION A-APERVIS 1 .WITHOUT BUFFER STRIP _ IB_E CEvRi b NSi. U:TI0N CR0.ASx(yK JOINT F N¢ " 1 a= SECFiON B -B S CROSSWALK 4EI A,'. StwARE i~H MEA (I (F Of O'Ji4QC Gi (R.IYUWAY 1' H SI 0C TRITAT 5 Fqt CRO IIOE.rB GHVSsw4K N0tE8 FOR GENERAL NOi£B ON THE OET£CTA$LE WARNING SURFACE,SSVAL', "E ' N TBE AIMIGO. SIC SHgET ICF 5, USSw4x ARI / THE NFOU?RED LENGTH OF A PARALLEL RAMPTYPICAL PLACEMENT JiB IS UNITED To 1D FEE -,KC PDLESS OF THE AT INTERSECTION ' SO"E WITHIN CROSSWALK GLWR TYPE B PARALLEL 3VFE[7i slRw APPLICATION 1 �- r, "IMMUM FA12 LENGTIi. ROADWAY GRADE _ "'N N FEET IN PERCENT °X DIAGONAL PLACEMENT 4•. "UR6 G" CURB " 6 nro4 �4fi ALAN I 5 7 C� . � T`t 09 1 —d. 5 H / WTS4fi CTL iF 'E ASA 4 I? �SAUt WNfB LARDING AREA 5 9CHOSE or TRVVELWAY 5 10 15 S{A._. 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'�� \ •., .i - /� ly 11 2 Z 4 1 \ �.. ` - `� 682 2/22/1 APPROVAL SET , o ✓ j J' I/FS 1 f ;, ` w --?�h\ 672 zz r ~ -- _ E \ r' '/ / ,,\..._ / ilii y ...... -... -"� ■ ,_-_^1_ \ ._.- - / , ,-� , : _ _' _ _ ,.] , 7- _ 676 r ,,. ,o✓ b. 5 > "''" -.. ,✓ ' ,.:> 1 � r. :,`% A ,y ;-(^�'.' :�',. � i] �� t '' T _-_.—•l _, �"_ 4s" �','' - - --,.. � � .•, �.; ``' 676 o f ✓ 1 i.:<cy..L ?% JS(�1 r - _ - _, 672 672 674 _ i' 5tiy i 0 1 i ` _'150'j �--- r i r DATE DESCRIPTION I 11 R =674. _:-__ � ,- ,- YY BIRD RJW 72 6 674672 ^'-�- DESIGN DRAWN CHKD _ a t . r 1 1 / w ( ✓ t;' r'y a� -- ..... +'I f H: 1 - 30 _. 0' !. \ '` 0 iti • Fro h SCALE k� W ..; z / i° �" -. - _ No. 6742-04-02E k C� to -- 1 0 \ r6 �� - - JOB o ---t w L + \ F ,c.,°`0 _ 017 w .._� r - \ = , , n„ �'� N 7061740 DAT JAN, 2 7° - - t 05' t �� --�_ -- - --- -- ------ _ -_E 11581903 \ 30 15 0 30 60 FILES No. 6742-D-CP-026 u --�_•"- 'a�p -=.•""`` ,GRAPHIC SCALE t - 6 1' - 30 7 SHEET _ ` OF 28 a PROP GRADE r C EX GRADE - - -- ----- - ----- - ,Nr%n 0 GRAPHIC SCALE 19+00 19+50 I ci 0 E "j C\j 0 0 C� 0 Co\l C"lj, m LL E 00 �: E 0 d E 3: > 3 z y w a_ 19+00 19+50 I +essaeeeeer tLTH n" � RMM JAMS WATERS No 58505 A TY TY WATER SET yy11RD RIW DESIGN I DRAWN CHKD SCALE H: 1 = 50' V: 1 5' JOB No. 6742-04-026 DATE JAN, 2017 FILE No. 6742—D—CP-026 SHEET 8 OF 28 ci 0 E "j C\j 0 0 C� 0 Co\l C"lj, m LL E 00 �: E 0 d E 3: > z +essaeeeeer tLTH n" � RMM JAMS WATERS No 58505 A TY TY WATER SET yy11RD RIW DESIGN I DRAWN CHKD SCALE H: 1 = 50' V: 1 5' JOB No. 6742-04-026 DATE JAN, 2017 FILE No. 6742—D—CP-026 SHEET 8 OF 28 0 Cc > z w a_ 0 w z LL < z < L.L w U) > E I z cr 0 w ANOM� w z 0 0 +essaeeeeer tLTH n" � RMM JAMS WATERS No 58505 A TY TY WATER SET yy11RD RIW DESIGN I DRAWN CHKD SCALE H: 1 = 50' V: 1 5' JOB No. 6742-04-026 DATE JAN, 2017 FILE No. 6742—D—CP-026 SHEET 8 OF 28 , I-— I . _ � . 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I , so; \ - I I .61P i � � � , - , - -1 \\ � ' � , ,e�, / - ? , I " � -2 �\_ \ � I 11 11 I 1. , I (O OF 28 - - I WIN i-01. � I " /, i � �73 .. .�. v __ I 11--- 11 5�11_ iii 1. i ands .==LL - I- .. - - - - �� 1 71 lxi�,'�. i It � , SHEET 0 lb - a 1711 on- -0+50 0+00 1+00 PROPOSED 4 IN FORCE MAIN STUB OUT PROFILE VIEW HORIZONTAL SCALE: 1 Y9=1 00"' VERTICAL SCALE: 1 0 =1 0' PROP GRADE 0 k L7x GRAD[ VJ '-IORIZONTAL SCALE.- 1 pp =100 VERTICAL SCALE: l"=10) -1+50 -11+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 PROPOSED PUBLIC & PRIVATE FORCE MAIN PROFILE VIEW HORIZONTAL SCAI F- 1 )I=lno' VERTICAL SCALE: 111=101 1+0c 2+00 3+00 4+00 5+00 6+00 PROPOSED WATERLINE PROFILE VIEW HORIZONTAL SCALE: 1"=100' VERTICAL SCALE: 1 "=1 0, 7+00 8+0 9+00 9+50 SDP#08-17 COUNTY PROJECT NUMBER AD a. -, LLTH nb. � M D 10 JAMS "J � 16 55V + D IFATM No. 58505 0 '4' /Qa/f 7 % 50101VAL &W k2/22PLA( LAN STATUS 6 17 COUNTY COMMENTS , 1 9/08/17 COUNTY COMMENTS /05/ 1/20/17 FREDERICK WATER 1/ 0/ COMMENTS 1 /lA APPROVAL SET DATE DA TE DATE DESCRIPTION yy BRD RJW DESIGN DRAWN CHKD SCALE IM" H r� V:1 '-10' JOB No. 6742-04-026 DATE JAN, 2017 No. 0. 6742—D—CP-026 E • C�o 0 0 cz own" t) 0 0 0 ra 0 E m 0 3� E 0 T -C LL 0 E -0 ca 0 a3 10) SDP#08-17 COUNTY PROJECT NUMBER AD a. -, LLTH nb. � M D 10 JAMS "J � 16 55V + D IFATM No. 58505 0 '4' /Qa/f 7 % 50101VAL &W k2/22PLA( LAN STATUS 6 17 COUNTY COMMENTS , 1 9/08/17 COUNTY COMMENTS /05/ 1/20/17 FREDERICK WATER 1/ 0/ COMMENTS 1 /lA APPROVAL SET DATE DA TE DATE DESCRIPTION yy BRD RJW DESIGN DRAWN CHKD SCALE IM" H r� V:1 '-10' JOB No. 6742-04-026 DATE JAN, 2017 No. 0. 6742—D—CP-026 • own" SDP#08-17 COUNTY PROJECT NUMBER AD a. -, LLTH nb. � M D 10 JAMS "J � 16 55V + D IFATM No. 58505 0 '4' /Qa/f 7 % 50101VAL &W k2/22PLA( LAN STATUS 6 17 COUNTY COMMENTS , 1 9/08/17 COUNTY COMMENTS /05/ 1/20/17 FREDERICK WATER 1/ 0/ COMMENTS 1 /lA APPROVAL SET DATE DA TE DATE DESCRIPTION yy BRD RJW DESIGN DRAWN CHKD SCALE IM" H r� V:1 '-10' JOB No. 6742-04-026 DATE JAN, 2017 No. 0. 6742—D—CP-026 SHEET 11 OF 28 r- l C C W y - v c N C: L 9+50 10+00 11+00 12+00 13+00 NORM - 1 TO 3 PROFILE VIEW PROP GRADE 0�_ EX GRADE Outlet Diannei a"7 n 13+50 PROP OUTLET C) --05.84% Culvert Summary r LO 650 GRADE w .a co JUNCTION LOSS J ci o 75 o ca E m 3 0� i1 WATER 0114 Downstream Invert Constructed Slope tl� BRD DRAWN r X , . 04 , r- 00 Profile Slope Type Floe, Regime Velocity Downstream GRADE00 Depth, Downstream Normal Depth Critical Depth Critical Slope SURFACE 7 00 J Section {L17 Section Shape Section Material Section Size Number Sections Circular Concrete 15 inch 1 CD 0.013 1.25 ft 1 "25 ft Z EXST. GRADE f k PIPE 58 ,�� - 680_ 67 / 10 11 - 675 , 675 6� - - . w... ___.._. - 0 PIPE PROP.- GRADE 10 ;YR STAGE ) PIPE 669,29' - %Q_.10 -YR HG 60 s 665 .$, VDOT 8' VDOT -? CL -1 [CL -1m -- 61P -RAP RIP -RAP - 655 t 665 604___-.. --, r ' 62.29 i r . W RCP CL. III 01.00% 660. j -� Z7 Lx I x in d 5C N { 8 f 65 _ aco it it it !I 1I [g� It rnf cCvll'- O N 11 � W� z C) CD CD z 9+50 10+00 11+00 STORM - 10-11 PROFILE VIEW XST. GRADE q. PIPE 5751 . I C 41.72 -. 670- 1 01 S' RCP CL, Its 04.79% cc_ OUTLET ILO i v � ` --05.84% Culvert Summary _. LO 650 V w Storm Event Design Discharge 0.98 Cfs Tailwater Elevation 652.00 ft Control Type Entrance Control co JUNCTION LOSS J ci o 75 o ca E m 3 INLET WATER i1 WATER 0114 Downstream Invert Constructed Slope tl� BRD DRAWN RJW CHKD - ,p Il % ,t) a0 4 0 co 00 Profile Slope Type Floe, Regime Velocity Downstream �- a Depth, Downstream Normal Depth Critical Depth Critical Slope SURFACE CL -1 SURFACE J Section Section Shape Section Material Section Size Number Sections Circular Concrete 15 inch 1 CD 0.013 1.25 ft 1 "25 ft Z _ _ r 9+50 10+00 11+00 NUMBER STORM -- 20 TO 21 PROFILE VIEW 10 --YR HGL OUTLET 9/08/17 --05.84% Culvert Summary FREDERICK WATER : C E Allowable HW Elevation Computed Headwater Eleva Headwater DepthlHeight Inlet Control HW Elev. Outlet Control HW Elev. 656.50 ft 655.06 tt 0 45 655.00 ft 655.06 ft Storm Event Design Discharge 0.98 Cfs Tailwater Elevation 652.00 ft Control Type Entrance Control 4 C3 X M JUNCTION LOSS J ci o 75 o ca E 5551L" 55s--. Grades INLET WATER WATER 654.50 ft 59.94 ft Downstream Invert Constructed Slope 652.00 ft 0.041708 ftfft BRD DRAWN RJW CHKD Hydraulic Profile 8' VDOT Profile Slope Type Floe, Regime Velocity Downstream _ Depth, Downstream Normal Depth Critical Depth Critical Slope SURFACE CL -1 SURFACE J Section Section Shape Section Material Section Size Number Sections Circular Concrete 15 inch 1 RIP -RAP 0.013 1.25 ft 1 "25 ft FI RI NUMBER ELEV. Dc, Z r I , - -- Vo H„ © V; Q;V. 00 H, Ht 1.3H, 0 5Ht HAL ELEVATION ELEV. e� z X 2 6451 C3 -� 3.1 129 0.22 win 3.4 0.045 2.3 3.0 6.9 tIIIS 0.06 0.16 020 0.10 C14co 11. 678.00 3 67540 15 2.3 199 1 0.12 0.25 3.0 0.036 -- -- - - 0.00 000 CD in 'Il 676.13 in II 11 666.56 15 5.0 62 +� + Z if)- t]r -- - - 0.00 0.00 0.13 0 17 - 0.54 667.10 670.00 21 660.50 15 1.8 9+50 10+00 003 11+00 STORM - 30 TO 31 PROFILE VIEW La TYPICAL RIP RAP DESIGN (NOT TO SCALE) W= Do + La HYDRAULIC GRADE LINE COMPUTATIONS PROP GRADE 0q EX c GRADZ PIPE CL -1 RIP -RAP EXTENDI TO DOWNTREAMI E, INLET! It I o _ p - 1p + >+ .. 9+50 10+00 11+00 11+50 STORM - 40 TO 41 PROFILE VIEW STRM 31 CULVERT ANALYSIS 100 YR STORM EVENT OUTLET 9/08/17 COUNTY COMMENTS Culvert Summary FREDERICK WATER : C E Allowable HW Elevation Computed Headwater Eleva Headwater DepthlHeight Inlet Control HW Elev. Outlet Control HW Elev. 656.50 ft 655.06 tt 0 45 655.00 ft 655.06 ft Storm Event Design Discharge 0.98 Cfs Tailwater Elevation 652.00 ft Control Type Entrance Control 4 C3 X M JUNCTION LOSS J ci o 75 o ca E O m Grades INLET WATER WATER 654.50 ft 59.94 ft Downstream Invert Constructed Slope 652.00 ft 0.041708 ftfft BRD DRAWN RJW CHKD Hydraulic Profile Profile Slope Type Floe, Regime Velocity Downstream S2 Steep Supercritical 6.29 ftls Depth, Downstream Normal Depth Critical Depth Critical Slope SURFACE INLET SURFACE Section Section Shape Section Material Section Size Number Sections Circular Concrete 15 inch 1 Mannings Coefficient Span Rise 0.013 1.25 ft 1 "25 ft FI RI NUMBER ELEV. Dc, Upstream Velocity Head Entrance Loss I , �` H, Vo H„ © V; Q;V. ' V.2i2g H, ANGLE H, Ht 1.3H, 0 5Ht HAL ELEVATION ELEV. 2 67450 15 3.1 129 0.22 0.29 3.4 0.045 2.3 3.0 6.9 0.14 0.05 45 0.06 0.16 020 0.10 4.39 675.01 678.00 3 67540 15 2.3 199 1 0.12 0.25 3.0 0.036 -- -- - - 0.00 000 0.04 0.05 - 0.29 676.13 678.00 11 666.56 15 5.0 62 0.60 037 58 0-131 -- - - 0.00 0.00 0.13 0 17 - 0.54 667.10 670.00 21 660.50 15 1.8 42 0.08 003 7"9 0.244 - - 0.00 000 024 0.32 - 0.35 661.80 665.00 31 652 00 15 0.7 60 1 0"01 0.01 5.6 0.120 1- - - - 0,00 0.00 1 0 1-2 0.16 1 - 0.16 654.69 658"00 GRATE INLET DESIGN COMPUTATIONS GRATE DESIGN STRUCTURE TYPE .AREA „ LOW AREA50 PERIM5o DEPTH REMARKS # €Ac.) (in/hr)ofs) J14. {sfj (ft) (ft) 11 DI -1 1.66 0.46 699 1 17 675 0.79 3 DI -1 0.79 0.44 62.26 1"17 1 6.75 0.23 2 DI -1 0.39 0.38 6.51 1 0.97 1.17 1 6.75 0.13 PROP GRADE 0q EX c GRADZ PIPE CL -1 RIP -RAP EXTENDI TO DOWNTREAMI E, INLET! It I o _ p - 1p + >+ .. 9+50 10+00 11+00 11+50 STORM - 40 TO 41 PROFILE VIEW STRM 31 CULVERT ANALYSIS 100 YR STORM EVENT Ittl� COUNTY COMMENTS 9/08/17 COUNTY COMMENTS Culvert Summary FREDERICK WATER : C E Allowable HW Elevation Computed Headwater Eleva Headwater DepthlHeight Inlet Control HW Elev. Outlet Control HW Elev. 656.50 ft 655.06 tt 0 45 655.00 ft 655.06 ft Storm Event Design Discharge 0.98 Cfs Tailwater Elevation 652.00 ft Control Type Entrance Control 4 C3 X M E p V] ° E 3: J ci o 75 o ca E O m Grades Upstream Invert Length 654.50 ft 59.94 ft Downstream Invert Constructed Slope 652.00 ft 0.041708 ftfft BRD DRAWN RJW CHKD Hydraulic Profile Profile Slope Type Floe, Regime Velocity Downstream S2 Steep Supercritical 6.29 ftls Depth, Downstream Normal Depth Critical Depth Critical Slope 0.23 ft 0.23 ft 0.39 ft 0"005214 Rift Section Section Shape Section Material Section Size Number Sections Circular Concrete 15 inch 1 Mannings Coefficient Span Rise 0.013 1.25 ft 1 "25 ft Outlet Controt Properties Outlet Control HW Elev. Ke 655.06 ft 0.20 Upstream Velocity Head Entrance Loss 0.14 ft 0.03 ft Inlet Control Properties Inlet Control HW Elev. 655.00 ft Inlet Type Beveled ring, 45° bevels K 0.00180 M 2.50000 C 0.03000 Y 0.74000 Flow Control Area Full HDS 5 Chart HDS 5 Scale Equation Form Unsubmerged 1.2 ft2 3 A 1 Ittl� �4 . .-t U z 0-0`11 0 Ir ?- Z z O � � d C3 o w C) 0 Q LLI a:Q � LL W r� 0 }..a' Cr Ir CC W � t (n W 0 Lij z (1) � 0 I 0 0 V LLJ 0 z 0 W IL SDP #08-17 COUNTY PROJECT NUMBER OLT HOP - - lA'A ♦ U RICK JAM AA'FM o No. 58505 t4 4♦♦ • I0NAL PLAN STATUS 3/6/17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER : C E ts.i m:=co Q U-) ti g 6) 0 n o , r- C O 4 C3 X M E p V] ° E 3: J ci o 75 o ca E O m (may �4 . .-t U z 0-0`11 0 Ir ?- Z z O � � d C3 o w C) 0 Q LLI a:Q � LL W r� 0 }..a' Cr Ir CC W � t (n W 0 Lij z (1) � 0 I 0 0 V LLJ 0 z 0 W IL SDP #08-17 COUNTY PROJECT NUMBER OLT HOP - - lA'A ♦ U RICK JAM AA'FM o No. 58505 t4 4♦♦ • I0NAL PLAN STATUS 3/6/17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/17 APPROVAL SET DATE DESCRIPTION YY DESIGN BRD DRAWN RJW CHKD SCALE H: 1 - ")U ,r V:1 = 5, JOB No. 6742-04-026 DATE JAN, 2017 FILE No.6742-D�-CP-026 SHEET 12 ®P 28 - - - -_ -_ -1 ...... ..._.._..___!__ ----7—. -- — -_ _T -_ . , _______ -_ I - -_ -_ I __1 1-1 I I �- . --_-1-1- I , I � - " I I ,_ RM . , . 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"". -_ _; r,"� .11-, I _X�-_ -_ �' � '? - ..... ---,,-- "I I . '-'_,, � " - I . - - DESIGNI DRAWN CHKD (___ , , 1, �,, , � 1. " � , � - - I 1. -_ -."., _ "" v -1- _ .. 'r -� _', . 1� : I � �_ 11, - 11 '--. -1- .. - -�-�'_-` I N ' - - � j , , - � __ 1-12 ", 11"._ -,' .] - . ',A� � .� " - , "AL _1 �. . .,r. ��, -.- 11[�,_ I . . _�, , - ,,. 1. - � - -1-1 f ". __-)_�` - H- 1 qt II -31 " � _,11 v Al k '�_,__ ) I - 1_... I . __....__.__,, , __ 11 �, 4 , " I.. - "'I", I ,,��k_ 1, - - - ", -, -1. I _ I 10 -, Il . = 30' ,�_. I , - , _k�l , � � I - - - �_� - -�- __ - 6 " "I `I_ ,�� '� I � , - _____ / �, . - I -- � - - �=_ _:� ,�� . SCALE r- - I I � � i$ I . (0 I "'.) , �,�_�' , . I I _,� I'll 11. __ . 77' _7--- 1 " , �, :�� " ,,,, , ,),� . - 11 � """,", I - '�' . . , � �_._111 . 11, V: 0 % 1," --,. , I , :��, I I . _ � " z I'll , _ I 1. . . I "I ,� ,� .... � -1, 11 0 '� \ `�,,, � _�,� , _f� / e ,_ " ) _____ _11_�,,,' ��'. � �, ... ____�� 1. - 11., 1. ... 1- � - , ---,---- .= .; � I I , 1".. �; 1-1. r,j ., �, ,� ,; .. -..-. " .... . I - 1 ;:: " 11 , � 1, . � . I ; _1� .11 . �,�,Z� 1, i P, I- 1\ __� , I I ;. "I" . - 'PROP SED I 11� 2tn� ,,/ . ', , , � , ',__*� 1-1 -, , I I- � I "A: JOB.No. 6742-04-026 _ _w,_,Z1____ . I / 1 � "' " "_, - , �!, , . � 11., I . , .- - - 7� ,��'�- _==1____ -,,, 1� "It.. - _ -.." . i >', _�; '�_ - . - " =_--w----- - �7- ��, . ____11, . I R, I'll- '' , " , " "I \ ", ,� 0 , " "I , - , -I'-Ir" 1, " , �_ ,k ('L . , "I I %, . - " ,� _ \ . j � - I 1�1 _,,,, . I __ -111- .� , .. ll - , " - ',�_ .1 DRY SWALE . * �, I ; 1. �,", , ", .� I . , I—_ %, .1', . �'___ 1. .1 � - �� "" � - __� - k) � ! t ___ZL,_ __ -- A , . I !/ ,",-, . . '__,��11:�� 11 I . . �, mmi . DATE JAN 2017 � w ; I I m : I � : . . ; . . . ! . ; ; I . I �11 . k I c m I t --,l N ii - +-E .1 I, - 11 i , , � I � I I "I" It I 0 , U__-- v \ . %.,., ,__`�' ,-,"', ,�', "Z�hl . "I I . 71, LEVEL 2) 11111,IIPIFR --- -- - ___ I ; 3 E - - , � -1 , _ . __%,�_ , .I , v-.11 I , - ,_ , I a __—, \ / �` 1� . '�____,___�_� Ill; " I . ,� I -, - I ��. L_ jwqqv"� , �, � � � � � I I 1 � � � I l�I � � � � � � I � � - IN 7061740 1, r,,_ - � , , I - - I Ili F! i - -- - ,.___._,_ . I , , �..l I I I . .i 11 _011� ; I - - � � , , � I I".., - I -1 .1, I : _. _. I 1. FILE No- 6742 -D -CP -026 i .. '. - - I I , - . I 11, I � I 1-1 I-- -_ FE1 1581903 c '�� \, N __ z. ____L4 " � - _*"_� .1 I I .-1--,I-, , , 90 i ii"Rm , - I \ __,' , ", -,+, � " I � � ,., - - __ %.., . . I/ "'.. �,:_* � ".1 ..... . .1.., . - __,._,...____ EI ', \ ". I 111, 4� - -1-- "I I - �. - _.-I.., -.1, .... � �__, t;", - I , �', r "I `7-1 -,-- - . ____ ""I . �.. I I , I—. . I , - 1. -,----I- . I _111, . 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'% OF 40 'i I— I.. 1. __ - ---...�---.--------.-..-............,... . .. --.,-- ___... _ _ _j , SHEET i 1k 15HDRV TO SWALE 4 DA = 0.72 AC sbb C = 0.35 ib',YR DEPTH = 0.24' SEE REPbRT ON THIS SHEET FJ RPP CL 5B bb s7Z4 �x P 668 670' % Cn 630' ___J '00r�/ 672 C. 672 tt 0 31 U L tl A 0.3 6 A4V. -1,00 A YR $T 6 5,5 0 SE, REPOE � SHE F\ I EIT THIS % -7-4- t7r- ? l6�rh i -678 P A CID _41 D M ,r7/�, TO SWALE 2 TO, DA = 1.26 AC -RA ter`I C C = f.49 C VA io, i Va �T \1k 10 YR DEPTH = 0. 50' V, 4- 10 YR DEP-TW-4- A4 SSE REPORT ON THIS SHEEt 1i. 1' E Thi Is J�w 13R� 0 T d I VIA c, 00 mono '., ^ 3 c5 k f (iD 680 1 \ -678 Ulu 6, �d` 674 Ci?0 -678 OD 41 680 Z, .6B2 .6B2 .6B2 dw .... 11 . .... I 91� _1♦ Lkr .. . ....... 68) 0 cc TO SWALE 3- �DA' 200 AL 1 2 N ... .... .... (N _._0 64' 0 DEPTH -10 SEE REP RT ON THIS ,SHEET 1711 Je" ij X. Tx C3 4 0) 'yei Eo N, A 06 P1& 676 6 78 ()�O J.8i (D 682 - ZZ: -6`2 CD F ,'4fj 1p q fO vvjj SWALE AND CULVERTS DRAINAGE DIVIDES PLAN VIEW SCALE 1 50' V) L1_ 0 71 M, 4) E 614 K FILTER FABRIC EXTENDING 1, ON EITHER SIDE OF UNDERDRAIN 18" ENGINEERED SOIL MIX AN. 3" DEPTH CHOKER STONE Vol a Oil] I Worksheet, for SWALE 3 - - -- ------- Worksheet for SWALE I 6tX e, s�pr 69 sa Project f Friction Method Friction Method Manning ForML119 Solve For Normal Depth Solve For Roughness Coefficient 0.050 Channel Slope Roughness Coefficient 0,060 Channel Slope 0.05000 ft/ft Left Side Slope 2.00 ft/ft (H:V) Right Side Slope 2.00 ft/ft (KV) Bottom Width 2.00 ft Discharge 0.91 Wis 2.00 fttft (WV) Normal Depth 13,61 ft Flow Area Normal Depth 019 ft Flow Area 046 ft' Wetted Perimeter 2.87 ft Hydraulic Radius 016 ft Top Width 2.77 ft Critical Depth 0.17 ft Critical Slope 0-07104 ft/ft Velocity 1,97 fUs Velocity Head 0,06 ft Specific Energy 0,25 ft Froude Number 085 Flow Type Subcritical 614 K FILTER FABRIC EXTENDING 1, ON EITHER SIDE OF UNDERDRAIN 18" ENGINEERED SOIL MIX AN. 3" DEPTH CHOKER STONE Vol a Oil] I Worksheet, for SWALE 3 r scription BIRD e, s�pr 69 sa Project f Friction Method Manning Formula Solve For Normal Depth IT ry 't co 0 a- Solve For Roughness Coefficient 0.050 Channel Slope 0,01000 ft/ft Left Side Slope 2.00 ftift (H:V) Right Side Slope 2.00 ft/ft (H:V) Bottom Width 4.00 ft Discharge 5.71 ft3is Resuits 9f i Right Side Slope 2.00 fttft (WV) Normal Depth 13,61 ft Flow Area 3.17 f? Wetted Perimeter 6.72 ft Hydraulic Radius 0.47 ft Top Width 6.43 ft Critical Depth 0.37 It Critical Slope 0.05541 fl/ft Velocity 1.80 fys Velocity Head 0.05 ft Specific Energy 0.66 ft Froude Number 0.45 Row Type Subcritical 614 K FILTER FABRIC EXTENDING 1, ON EITHER SIDE OF UNDERDRAIN 18" ENGINEERED SOIL MIX AN. 3" DEPTH CHOKER STONE Vol a Oil] I FILTER FABRIC EXTENDING I' ON EITHER SIDE OF UNDERDRAIN TYP E I TYP E 2 NOTE: THE DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BMP AND PROVIDE THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT NTH A LETTER CERTIFYING THAT IT WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN. DRY SWALE DETAIL - NJ.& 24" ENGINEERED SOIL MIX -MIN. 3" DEPTH CHOCKER STONE 4" PERFORATED UNDERDRAIN -18 P$ STONE INFILTRATION SUMP q W 0"r- et for SWALE 2 .. . . ...... ------- YY BIRD e, s�pr 69 sa Project f DRAWN MR. W11,11 Friction Method Manning Formula IT ry 't co 0 a- Solve For Norryiaf Depth _J 0) C 0 E im W - I- N Roughness Coefficient -MIlil 11 I Roughness Coefficient 0.050 Channel Slope Left Side Slope 0.01000 fL'ft Left Side Slope Right Side Slope 2.00 fttft (WV) Right Side Slope Bottom Width 2.00 ft/ft (H:V) Bottom Width Discharge 4.00 ft Discharge IM - 4.04 ftzls `00 0,24 It Flow Area Normal Depth ft2 0,50 ft Flow Area ft 2-50 ft" Wetted Perimeter ft 6.24 ft Hydraulic Radius ft 0.40 ft Top Width R 6.00 ft Critical Depth ft/fl 0L30 ft Critical Slope ft/s 0,05874 ft/ft Velocity ft 1.62 fit's Velocity Head ft 0.04 ft Specific Energy 0.54 ft Froude Number 0,44 Flow Type Subcritical FILTER FABRIC EXTENDING I' ON EITHER SIDE OF UNDERDRAIN TYP E I TYP E 2 NOTE: THE DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BMP AND PROVIDE THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT NTH A LETTER CERTIFYING THAT IT WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN. DRY SWALE DETAIL - NJ.& 24" ENGINEERED SOIL MIX -MIN. 3" DEPTH CHOCKER STONE 4" PERFORATED UNDERDRAIN -18 P$ STONE INFILTRATION SUMP q Worksheet for SWALE 4 YY BIRD RJW Project f DRAWN MR. W11,11 Friction Method Manning Formula IT ry 't co 0 a- Solve For Normal Depth _J 0) C 0 E im JAN, 2017 Roughness Coefficient 0.050 z Channel Slope 0.07500 ft1ft Left Side Slope 2.00 ft/ft (H:V) Right Side Slope 2.00 fl/ft (H:V) Bottom Width 2.00 fit Discharge 1.63 ftlys IM - Ir Normal Depth 0,24 It Flow Area 0.60 ft2 Wetted Perimeter 3.08 ft Hydraulic Radius 0.19 ft Top Width 2.96 ft Critical Depth 0.25 R Critical Slope 0.06463 ft/fl Velocity 2.73 ft/s Velocity Head 0-12 ft Specific Energy 0,36 ft Froude Number 1.07 Flow Type Supercritical FILTER FABRIC EXTENDING I' ON EITHER SIDE OF UNDERDRAIN TYP E I TYP E 2 NOTE: THE DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BMP AND PROVIDE THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT NTH A LETTER CERTIFYING THAT IT WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN. DRY SWALE DETAIL - NJ.& 24" ENGINEERED SOIL MIX -MIN. 3" DEPTH CHOCKER STONE 4" PERFORATED UNDERDRAIN -18 P$ STONE INFILTRATION SUMP q + L) 0 JAM TATM Mics, 58505 # 'r.ONAL PLAN STATUS 3/6 17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/7 APPROVAL SET DATE DESCRIPTION YY BIRD RJW DESIGN DRAWN 0- 0 0 0)co E W q) U) oi 5 > 0 IT ry 't co 0 a- Lo C9 (1 xt C3 0 0 . YJ $._ 0 0 _J 0) C 0 E im JAN, 2017 z + L) 0 JAM TATM Mics, 58505 # 'r.ONAL PLAN STATUS 3/6 17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/7 APPROVAL SET DATE DESCRIPTION YY BIRD RJW DESIGN DRAWN z SCALE V: N/A JOB No. rTJ "wool DATE JAN, 2017 z 0 z 0 Ir 0 LLJ < P e!� Ir LL D CL 0 z 0 c) W _J UJ z 0 :D a W a- 0 SDP # 08 - 17 COUNTY PROJECT NUMBER + L) 0 JAM TATM Mics, 58505 # 'r.ONAL PLAN STATUS 3/6 17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/7 APPROVAL SET DATE DESCRIPTION YY BIRD RJW DESIGN DRAWN CHKD SCALE V: N/A JOB No. 6742-04-026 DATE JAN, 2017 FILE No. 6742 -D -CP -026 SHEET 14 OF 28 0 Project Name: Lake Frederick Phase 1'6r"uhity Center Date-- 1 2il;d st-17 150P 1sAaft St ds & Specs Site nformation Land Cover (acres) A Sol15 650115 C Sails D Soils Tr tags Fore5t/open Spate (acres) -- undisturbed, 0.88 protected forest/open space or reforested land ii:BS _ _ Managed Turf (atres) -- disturbed, graded for 3.71 Lards or other turf to he mowed/managed Impervious Cover {acres) 1.42 * rarestlopen SpaeC preps Must be protected in cr otdaanrp with the Wrg: n(tr'fur of 'Rez:.d " rr eMethad Constants Runoff Coefficients (RA Annual Rainfall (inches) 43 Target Rainfall Event. (inches) 1.00 atai Phosphorus (T?) EMC (mg/I.) 0,2.5 j Total Nitrogen (TN( EMC (m8/1) 1,86 Target TP load (lb/acre/air) 0.4? Pj (unitiess correction factor) 0.9t1 7P' Land Cover Summary Forest/Open Space Cover (acres) >'> Weighted Rv (forest) D Sol is °/, Forest- 0,02 0.073 0'.04 Vanaged Turf Cover (acres) it Weighted Rv (turf} `Y 4 Managed Turf 620/6 lmperviOU5 Cover (acres) 7 -lam •` RV (impervious) 01,95 X10Imominus 2a.%:,. Site Area (acres) t�.2.5 Site Rv 56 t� i �¢1 � Drainage Area I constant Values �, UM Land Cov Summ ..eallation cells' immmomm Ire.atMentVolume and Nuthent L-oads i A Soils B Soi€s C Soils D Sol is ForestfioPen Space 0,02 0.073 0'.04 0.05 ManagerlT€arf 0.150.20 co? _ 0.25 Impervious Cover fh% 0, 5 0.95 0.95 Ire.atMentVolume and Nuthent L-oads i Treatment Volume µ t. (acre -Ft} Ji I 8,2 9P Treatment Volume (cubic feet)-� TP Load (lb/yr) 211 I I It TN Load (Ib/vr) i ^-'--' 37.30 ■ Practice 1 1.35 Managed Turf A Soils Eels C Sols D Soils Total of Total rForest/dpen (ac:res) 0,00 O.c�C 0.00 0.42 0y.42 31 aged Turf (acres) 0 X1 (7..507 �.�� t�.2.5 0,75 56 impervious Cover (acres) 0.00 ('70 0.00 0.12 0.18 13 ■ Practice 1 1.35 Managed Turf impervious BMP Treatment TP Lead from Untreated TP Load TP Removed TP Remaining Credit Area Cover Credit 3 Volume (ft Upstream to Practice (lbs) (lb/yr) (lb �r) (ams) Area (acres) 0.46 Practices (ills) Managed Turf (acres) 0.45 0.09 629.91 0,00 0.40 03.21 07 76 0.3 0.1 958.69 0.19 0.36 0.30 0.25 Total impervious Cover Treated (acres) C. Total Turf Ares Treated) (acres) 0.7 1!"0761 TP iced Re' duction Achieved ori D.A. (J.5 1- Ta ri( TN Load Reduction Achieved in D.A. 4.01 (ibbtl 1 1.6 RMP Selections Downstream Treatment to be Employed '* SII f.. RM A Soils Bsoas C Soils D Souls Total %of Total Forest/open (acres) 0.00 0.00 0.00 0.46 0.46 28 Managed Turf (acres) 0= 0,00 0.00 0.76 07 76 46 Impervious Coater (acres 0.00 ?.0 0.00 0.44. 0.44 27 1 1.6 RMP Selections Downstream Treatment to be Employed '* SII f.. RM Drainage Area C Summary Land Cover Summary Managed Turf Impervious BIVfPTreatrt�errt TP Load from Untreated TP Load TP Removed �P RemainingTreatment Downstream Practice Credit Area Cover Credit Volume (ft') Upstream to Practice (lbs) (ib/yr) (ib/yr) to be 0.00 0.25 (acres) Area (acres) i practices (lbs) Q.01i Q,88 Managed Turf (acres) Employed 5.b. D Swale 42 (Spec 410) O3 76 0.44 2,207.154 0.00 1.39 1.05 €3.39 9.b. EO #2 9.b. ED ##2 (Spec #15) CA4 C.25 892.92 0.33 110 0.89 t .2 0.00 � 1a3 R 6 3.06 39 Q, 7 OoS-59 0,42 Uralrt a Area ��rnil,�nce Surrri�lar, m� Total Turf' Area Treated (acres) 0.81. Total Turf Area Treated (mss) CN adjusted 70 79 Deka, A D.A. 0 Thal impervious Cover Treated )acres) 0.44 Total Turf Area: Treated (ams) 0.76 1 3 5 0.5 14 2 -year return period RV w RR (ws.hil (ib¢yr) 0,1 Total TP load Reduction Achieved in D.A. TN Loan Reduced (ib/yr) 1.05 4,04 7,94 5.74 � 6.57 0.7:5 (lb/yr) 1.1r� RVwo,Kf€tws-in) 1.67 2.. 2,4;3 2.55 (lis/yr) 574 Total TN Load Reduction Achieved in D.A. 1 -0 -year return period RV vac R ( -in) 1.54 . 2 7.94 2.'': y 2.07 I adjusted 72 1 91 Drainage Area C Summary Land Cover Summary i)rairta_ a Area �um�i�m A Sails B Sods C Soils D Soils Total % of Total Forest/open (acres) 0.00 0.00 0X 0.00 0.00 0 Managed Turf (acres) 0.001 0;00 0.00 0.81 GAI 76 lm 0fous Cover (acres) x.00 0.00 0.00 0.25 0.25 24 i)rairta_ a Area �um�i�m Managed Turf Impervious RMPTreat►'f`lent TP Load from Untreated TP Load TP Removed TR Remaining n5trelrt°► Practice Credit Area ii.A. C � 1#a rite (ft) D.A. 0 EXA, r (l lyr) Forest err acres Treatment to be 0A2 0.46 ) 0°,00 i € D0 Q.01i Q,88 Managed Turf (acres) Employed 0.75 0.76 _ 0.81 1,597.2[3 0.59 0.46 3.37 im ervious Cover (acres) 8.b, ED 2 0.18 CA4 C.25 639.88 0,38 0.:09 1_3:.1 Tot A Area (acmes) 0.00 � 1a3 R 6 3.06 39 Q, 7 OoS-59 0,42 Uralrt a Area ��rnil,�nce Surrri�lar, m� Total Turf' Area Treated (acres) 0.81. Total Turf Area Treated (mss) CN adjusted 70 79 Deka, A D.A. 0 DA. V D;A._E Total TP Loan Reduced (fb/yr) 1 3 5 0.5 14 2 -year return period RV w RR (ws.hil (ib¢yr) 0,1 5,5 e TN Loan Reduced (ib/yr) 1.05 4,04 7,94 5.74 � 6.57 0.7:5 2.5.05 I� Dr ina a Area L) Summary Managed Turf Impervious RMPTreat►'f`lent TP Load from Untreated TP Load TP Removed TR Remaining n5trelrt°► Practice Credit Area Cover Credit � 1#a rite (ft) Upstream to Practice (lbs) (l lyr) (ib/yr) Treatment to be 0 Soils (acres) Area (aicres) i Practices (lis) Drainage Area A Drainage Area S Tte Area Treated (acres) C -A6 Employed 5.b. Dry Swale #2 (Spec #ill) 0.91 0.25 1,597.2[3 D.W 1.00 0.76 0.24 8.b, ED 2 8.b. ED 42 (Srpec #15) 0 10 0,00 639.88 0.24 0.00 0.07 0.17 0.00 Tonal Impervious Cover Treated farxre5) 0.25 0.38 39 1 -year return period RVw. RK (is -in) 0,42 0. 30 m� Total Turf' Area Treated (acres) 0.81. Total Turf Area Treated (mss) CN adjusted 70 79 7.9 Ty Total TP Load Reduction Aeltreved in D.A. Rlf if o R.fi (SRts-in) 038 . g_r 1 3 5 1.42 1.10 2 -year return period RV w RR (ws.hil (ib¢yr) 0.8 3 1,0S 1.05 CN adjusted 71 Total TN Load Reduction Achieved in D.A. 80 79 RVwo,Kf€tws-in) 1.67 2.. 2,4;3 2.55 (lis/yr) 574 total, Tib Lead Reduction Achieved in DA. 1 -0 -year return period Dr ina a Area L) Summary A oils C.00I 5eliis 0.(iC C Sails �.Q03 D Sops .:in Total t�.00 % Total 1, Land Craver Surrirr a[y 0.30 a 09 3.00 P-17 0.16 811 Impervious Cover (acres) A Soils 8 Soils C Soils 0 Soils Total % of Tot ��ii i RV & CN Drainage Area A Drainage Area S Tte Area Treated (acres) C -A6 TP Loaf Red uction.ACltieved ira Ci, 4. 0.12 Forest/Opert (acres) 0.00 0,00 0.00 0.00 0,00 0 !Managed Turf (acres) 0.00 0 10 0,00 0,49 0.59 61 impervious Cover (acres) 0.100 0.00 0.00 0.38 0.38 39 1 -year return period RVw. RK (is -in) 0,42 0. 30 m� D. 97 7.77 LairdLa-m SU-fMO .... . <.. - ., forest�Cipera (acres) - A oils C.00I 5eliis 0.(iC C Sails �.Q03 D Sops .:in Total t�.00 % Total 1, 141atsaged Turf f acres) 0.30 a 09 3.00 P-17 0.16 811 Impervious Cover (acres) 0.00 0.03 O.D-9 711,45 4.UU 0.45 0.12 0.09 .6 amp Selections Q- UJr C.) E a 2 US N � � Q W Lo = > C3 i3 C7 C Ca Q ca Cia c C5 0 i x E cmat 7 N -C Li- q � a7 0 o 3 J m is (0) C13 Managed Turf lmPervious TP Load from t IIA�P'Treato�ier$i rrta�eated TP Loan TP Reeved €�ownstreaa� TP Remaining practiceractice Credit Area Cover Credit volume (� �) UpstreamPracticeTreatment Practice (lbs) (lb/yr) to be $Ib/'� 10 -year storm (acres) area (acres) Prarttces (lbs) Employed 9,b< ED #2 (Spec 915) O.D-9 711,45 4.UU 0.45 0.12 0.32 Impervious Cover Treated (acres) i RV & CN Drainage Area A Drainage Area S Tte Area Treated (acres) C -A6 TP Loaf Red uction.ACltieved ira Ci, 4. 0.12 0.59 1 0.39 74 TN Load Reduction Achieved in D.A. 0.75 85 0, 8 RR:(ft 3') Q- UJr C.) E a 2 US N � � Q W Lo = > C3 i3 C7 C Ca Q ca Cia c C5 0 i x E cmat 7 N -C Li- q � a7 0 o 3 J m is (0) C13 Managed Turf Impervious RMP Tr�eatrnent TP Load from Untreated Tp Lead Tip Rerrvct TP Remaining 1 -year storm2-year storm 10 -year storm Cover Credit 3 i ie (ft) Upstream Target Rainfall Event (in) 2.40 2,80 4,10 (acres) Area (acres) Drainage Areas RV & CN Drainage Area A Drainage Area S Drainage Area C Drainaige Area D Drainage :Area E 0.59 1 0.39 74 S4 84 85 0, 8 RR:(ft 3') ., : 635 1,457 1 c 54 1,206 107 0.08 RV RR (esus -inn 3.55 1,04 a )4 1- i Q {i, Q2. 1 -year return period RVw. RK (is -in) 0,42 0. 30 m� � � 7.77 Total Turf Area Treated (mss) CN adjusted 70 79 7.9 Ty Rlf if o R.fi (SRts-in) 038 . g_r 1 3 5 1.42 1.10 2 -year return period RV w RR (ws.hil 0.65 1,0S 1.05 CN adjusted 71 E30 80 79 RVwo,Kf€tws-in) 1.67 2.. 2,4;3 2.55 total, Tib Lead Reduction Achieved in DA. 1 -0 -year return period RV vac R ( -in) 1.54 . 2 �.1 2.'': y 2.07 I adjusted 72 1 91 81 Q- UJr C.) E a 2 US N � � Q W Lo = > C3 i3 C7 C Ca Q ca Cia c C5 0 i x E cmat 7 N -C Li- q � a7 0 o 3 J m is (0) C13 Managed Turf Impervious RMP Tr�eatrnent TP Load from Untreated Tp Lead Tip Rerrvct TP Remaining Downstream Practice Credit Area Cover Credit 3 i ie (ft) Upstream ria Practice (lbs) to (lb/ -yr) fib/yr) yl to be (acres) Area (acres) Practices Obs) Employed _ 5-b. DSwale ## (Spec 410) 0.59 1 0.39 1,827.71 0.00 1.15 0.87 0, 8 ;3.b. ED #2 8.b. ED 42 ( ec 415) ?31.08 0.28 0.E}t} 0.08 l�.a 1 Total Irr ery c s Cover Treated (acres) 0.3 Total Turf Area Treated (mss) 0.59 I Total TP Load Reduction Achieved in D.A. A' ISI 0.95 fly/yr) ■ total, Tib Lead Reduction Achieved in DA. 6.57 Q- UJr C.) E a 2 US N � � Q W Lo = > C3 i3 C7 C Ca Q ca Cia c C5 0 i x E cmat 7 N -C Li- q � a7 0 o 3 J m is (0) C13 COUNTY PROJECT NUMBER ******## PITH%�� Riefyo, JAMS 'WAT RS °s No. 58505 i % n FLAN STATUS 17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER_ ' COMMENTS 2/22/17 APPROVAL SET DATE DESCRIPTION yy BRD RJW RESIGN DRAWN CHKD SCALE V. JOB Nes. 6742-04-02E DATE ,)AN, 2017 FILE No.642--CP-026 SHEET 1.5 of I A' ISI 1i ■ COUNTY PROJECT NUMBER ******## PITH%�� Riefyo, JAMS 'WAT RS °s No. 58505 i % n FLAN STATUS 17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER_ ' COMMENTS 2/22/17 APPROVAL SET DATE DESCRIPTION yy BRD RJW RESIGN DRAWN CHKD SCALE V. JOB Nes. 6742-04-02E DATE ,)AN, 2017 FILE No.642--CP-026 SHEET 1.5 of REGULAR MAINTENANCE AND INSPECTIONS ARE REQUIRED FOR THE BIORETENTION FACILITIES TO ACHIEVE THEIR INTENDED PURPOSE. RESPONSIBIUTY FOR ROUTINE AND NON -ROUTINE MAINTENANCE OF THE FACILITY WILL BE BORNE BY THE COUNTY. AND WILL ADHERE: TO SECTION 9 OF THE VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION NO. 9. ALL BIORETENTION PLANTING SOIL AND SOIL TESTING SHALT. CONFORM TO VIRGINIA DEQ DESIGN SPECIFICATION NO. 9. PLANTING SOIL SHALL BE A MIXTURE OF 85% - 887. SAND, 87. - 12% SOIL FINES, AND 3% - 5% ORGANIC FATTER SHOULD BE TESTED TO MEET THE FOLLOWING CRITERIA. P --INDEX RANGE: 10--30 CATION EXCHANGE CAPACflY (CEC): GREATER THAN 10 INFILTRATION RATE: 1-2 IN/'HR "" CAP WITH LOCM 12" DIA. PVC OBSERVATION WELL W1 BOTTOM PLATE. PLANTING MIX 12" DIA HOPE PERFORATED PIPE VDOT #78 CHOICE STONE (MIN 2" DEPTH) .{DflT r�7 GF2AVEL (MIN 8" DEPTH) NOT TO SCALE C) 0 L� 0 E I THREADED ADAPTER AND PLUG RISER O1= SAFE DIAMETER AS � WYE UNDFRDRAIN I, ` CLEANOUT DETAdL NOT TO SCALE M *SEE SHEET 24 FOR LANDSCAPING TOP:=657.5 36" BIORETENTION SOIL MEDIA 15" HDPE Q 1.00% BIORETENTION -11 SCALE: 1" = 20' SERVATION WELL FILTER MEDIA 1 YR VSEL -657.52' 2 YR 'VSEL=657.59' 6" BIORETENTION 10 YR WSEL=657,69' OBSERVATION WELL 3" SHREDDED HARDWOOD MULL PONDING DEPTH T NOTE: THE DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BMP AND PROVIDE THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT WITH A LETTER CERTIFYING THAT IT WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN. BIORETENTION FILTERS SMAC_ BE CONSTRUCTED ONLY AFTER THE SITE ';",CORK IS COMPLETE AND STABILIZATION MEASURE -S HAVE BEEN IMPLEMENTED. CROSS SECTION A -A N.T.S. p n -4 .v f CA I�x gar o grass filter strips aid bi rete€ tl rl t lrf cap er 6) At least tit I s ear° cn a Spot e�ercasica» r� r, trash removal, and mulch raking CD Trice aurin . moil season Add reinforcement planting to maintain desired the vegetation M D density n Remove invasive plants usingrecommended nded control methods Aneeded Stabilize the contributing drainacge area to prevent erosion z Spring Inspection and cleanup 0 cc> * Supplement mulch to maintain a S finch lager Annually w Prune trees and shrubs z s Remove sediment Once eve . 2 to..3 years,_ Reece tl e rl fi kctr ka er Very yams ALL BIORETENTION PLANTING SOIL AND SOIL TESTING SHALT. CONFORM TO VIRGINIA DEQ DESIGN SPECIFICATION NO. 9. PLANTING SOIL SHALL BE A MIXTURE OF 85% - 887. SAND, 87. - 12% SOIL FINES, AND 3% - 5% ORGANIC FATTER SHOULD BE TESTED TO MEET THE FOLLOWING CRITERIA. P --INDEX RANGE: 10--30 CATION EXCHANGE CAPACflY (CEC): GREATER THAN 10 INFILTRATION RATE: 1-2 IN/'HR "" CAP WITH LOCM 12" DIA. PVC OBSERVATION WELL W1 BOTTOM PLATE. PLANTING MIX 12" DIA HOPE PERFORATED PIPE VDOT #78 CHOICE STONE (MIN 2" DEPTH) .{DflT r�7 GF2AVEL (MIN 8" DEPTH) NOT TO SCALE C) 0 L� 0 E I THREADED ADAPTER AND PLUG RISER O1= SAFE DIAMETER AS � WYE UNDFRDRAIN I, ` CLEANOUT DETAdL NOT TO SCALE M *SEE SHEET 24 FOR LANDSCAPING TOP:=657.5 36" BIORETENTION SOIL MEDIA 15" HDPE Q 1.00% BIORETENTION -11 SCALE: 1" = 20' SERVATION WELL FILTER MEDIA 1 YR VSEL -657.52' 2 YR 'VSEL=657.59' 6" BIORETENTION 10 YR WSEL=657,69' OBSERVATION WELL 3" SHREDDED HARDWOOD MULL PONDING DEPTH T NOTE: THE DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BMP AND PROVIDE THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT WITH A LETTER CERTIFYING THAT IT WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN. BIORETENTION FILTERS SMAC_ BE CONSTRUCTED ONLY AFTER THE SITE ';",CORK IS COMPLETE AND STABILIZATION MEASURE -S HAVE BEEN IMPLEMENTED. CROSS SECTION A -A N.T.S. W6D JAM WATT '�P, No. 58505 yes ` OCTAL AV PLAN STATUS 3,/6/17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/1 APPROVAL SET p n -4 E a U Q CA -E 6) S SlOWN cn a CD t% a c) Q M M D n z 0 cc> z 0 4.4 0 Cr Uj F- Uj0 0- F- ED F- U) z _0 0 Uj LU 0 0 IJI 0 SDP # 08 - 17 COUNTY PROJECT NUMBER W6D JAM WATT '�P, No. 58505 yes ` OCTAL AV PLAN STATUS 3,/6/17 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/1 APPROVAL SET SWFFT 16 OF 2g SCRIPTION D JWN C#lKD S SlOWN F 2-04@-026 JAN,2017 2- -CP-026 SWFFT 16 OF 2g Cp 4 '2 a� r t -s. , , r v; ,,;-^-"3-" r.-, :77£ .;,.,:,'�^ y `��^+..�`'. y`'.. `•.,,,•,` -.,�` ,',^�} 8 E` - . \, ! (�f S !lC/ E/ i �:./ ' r".� ^'`' \ i ^ / %/ ''j/ r ".>. , ,,r �� -,—.... """, � -�.x L�' y '�. -"*y ` �.. A V 'V ._.. � "..... `�'' � ri`�!' / j r� '✓ !: �`. � �'w � r � ,�"- �/, r'',. •\�,''.�`", ,, �.�C%. �'`,��" ��_ -� e � �, / J )�> '!%"•v ��r `••�,�• ter,. 9 � Lr,-..-�`� �,` }* '-„»,;;a, \_ A �<�`;� ��:: - w J/ ;� "�-s„` € r .__ . -:.`w. - ...._..... -.�,w � \--yam. ``. �^ „"'^,.'� `*6>-*_ ^ �ti , lr. J {, € , �h ,;:' .za. ;' r ti. -.....V .mss'.= a” �✓ / '// / �j . "�:. _ f r% � _ J ti's' •.r .�3 / ice•? �.�-- � 3 _ ^,..- ,s:, ^-,a "`e _`---._,� -^--,._ _t_- __,�-�,-/ / . �^. /{ ... � �\ _,�- :,✓ �.. ! fr , t t r r _., ..d MT a ' t 1 ,r n v z ,.,. rt _.^wv.» �.. ,-�-,.. ,:. �,�.,,.-_- ..qy-�:�•`r-- _", h . / ` .L=am'" `1 r/ s .a ' /i 't `_ n t �-�.._„�., 888 �� -'^'-, .,.-�..� 'f n � • f% 1 ,� .. -, Cf / '/-.r!^' _ .` ,: ti . ^--`,/' rr_ ,; �, M; , .. M�. ""•,^�.,a;.,",,,�,--< -yam.... -,� x , f Y._r-_,-;.TM..^..-_0'-..�}��_ -- __- ;_ .. �`°"'0i;*m.,m.<x.,:�' +ce"� -,, �v, ^sy .... '-°,. • < m, ° �,,. `1 �. j � _ ... r W.,, .�..� _. -_ `�,.� •.. '�� -..:. � �._ , Vii` ,�•• ��-� -�, r nr� ,. WETLAND w re - -� A � CO\ d✓ - T,. _ .., �,�..,t `°°•�, "".. , - .wad ,;.. J,.r ,..s' `;,i ,.F REBAY WITi_ ,� '" . ti . � ., ---^ter �� LABI WALL ` Y -• ` \ pot �.. �•. � � 'ae r �:. .��, ••- '`R � � � /h,M;'..,.,.,. �-~r''" .. «,"'. A _ w'� � � •_ 1 �~ a tzx a r ar ""` azs '<a � z '� ® ✓" � . -fir i � ,_„�.,..�„ �..� µH,.r” ,r,"`�✓�». '` as `� _ ...",...._,., ",;�``-*.. ...i"..a„ ' - 'fit � � � � "4e �'i�'f �*" ,.C.,,� 1'�r",: a L r I , " 6 54 ce w ^ F .(j EX TENDED DETENTIONPOND SCHEMATIC TREATMENT (TV) VOLUME: A = 4.56 AC RV = 0.44 TV = [1.25 # RV * A] / 12 VREDUCED UPSTREAM TV = ([1.25 * .44 * 4.66 ACl/12)(43,560 CF/AC CF) (1,457+1,344-I"1,302) TV W 5,200.69 CF 2` WEIR 15 % OF TREATMENT (TV) VOLUME TO BE FOREBAY: TV = 5,200 CF VTARGET = 5,200 X 0.15 = 780 CF VPROYDED = 780 CF 25% OF TREATMENT (TV) VOLUME TO BE WETLANDS, TV = 5,200 CF VTARGET = 5,200.69 X 0,25 s 1,300 CF VPROVIDED 1,300 CF 3 24 -HR EL 24 -HR EL ,.24 -HR EL 24 -HR EL 15" OUTLF IE M Mm WN fa I MAINTENANCE OF ED PONDS IS DRIVEN BY ANNUAL INSPECTIONS THAT EVALUATE THE CONDITION AND PERFORMANCE OF THE POND, INCLUDING THE FOLLOWING: • MEASURE SEDIMENT ACCUMULATION LEVELS IN FOREBAY. • MONITOR THE GROWTH OF WETLANDS, TREES AND SHRUBS PLANTED. RECORD THE SPECIES AND THEIR APPROXIMATE COVERAGE, .AND NOTE THE PRESENCE OF ANY INVASIVE PLANT SPECIES. • INSPECT THE CONDITION OF STORMWATER INLETS TO THE POND FOR MATERIAL DAMAGE, EROSION OR UNDERCUTTING. • INSPECT THE BANKS OF UPSTREAM AND DOWNSTREAM CHANNELS FOR EVIDENCE OF SLOUGHING, ANIMAL BURROWS, BOGGY AREAS, WOODY GROWTH, OR GULLY EROSION THAT MAY UNDERMINE EMBANKMENT INTEGRITY. INSPECT FOND OUTFALL CHANNEL FOR EROSION, UNDERCUTTING, RIP—RAP DISPLACEMENT, WOODY GROWTH ETC. • INSPECT CONDITION OF PRINCIPAL SPILLWAY AND RISER FOR EVIDENCE OF SPALLING, JOINT FAILURE, LEAKAGE, CORROSION, ETC. • INSPECT CONDITION OF ALL TRASH RACKS, REVERSE SLOPED PIPES OR FLASHBOARD RISERS FOR EVIDENCE OF CLOGGING, LEAKAGE, DEBRIS ACCUMULATION, ETC. ® INSPECT MAINTENANCE ACCESS TO ENSURE IT IS FREE OF WOODY VEGETATION, AND CHECK TO SEE WHETHER VALVES, MANHOLES AND LOCKS CAN BE OPENED AND OPERATED. • INSPECT INTERNAL AND EXTERNAL SIDE SLOPES OF THE POND FOR EVIDENCE OF SPARSE VEGETATIVE COVER, EROSION, OR SLUMPING, AND MAKE NEEDED REPAIRS IMMEDIATELY. • -. 1 * } N �v MAIN "m - - = -_ - � � � �► � 1 � _�, � Its .�.. (AVERAGE HYDRAULIC HEAD METHOD) EXT. DET VOLUME PROVIDED, V = 5,200 CF EXT, DET. ELEVATION = 664.76 FT ORIFICE ELEVATION = 664.00 FT ORIFICE AREA, A (1.5" DIA.) = 0.012 FT2 HAVE = (664.76 — 664,00 )/2 = 0.38 FT QAVG = A * 0.6 * (64.4 * HAVC)" = 0.0356 CFS TDRAIN — V / (QAVG * 3,600 SEC/HR) = 41. HR > 36 HR RIM ELEVATION = 668.00' SECTION A -A NOTES: 1, PRE -CAST CONCRETE BOX TYPE, :4,000 PSI CONCRETE. 2. WALL THICKNESS _ 6" REINFORCED WITH #4 GRADE 60 REBAR @ 8" O.C.E.W. S. STANDARD BASE SLAB EXTENSIONS = 6" NEIN, 4. PROVIDE MANHOLE STEPS FOR BOXES GREATER THAN 4.5' IN DEPTH. OUTLET STRUCTURE DETAIL (NOT TO SCALE) u =.IINIMUM STONE BEDDING 6„ TOP OF POND 670Q0 RIP -RAP STABILIZATION SEE EROSION AND SEDIMENT DETAILS 15" RCP p S L 0 P f 15" RCP IE = 664.00 OUTLET STRUCTURE SEE THIS SHEET CONCRETE SLAB DESIGNED BY OTHERS VVETL;AND CELL NOTE: 1. AQUATIC BENCH TO BE IN ACCORDANCE WITH VA DEQ STORMWATER DESIGN SPECIFICATION NO.15 U ATTC BENCH DETAIL (NOT TO SCALE) THE PRIMARY RESOURCE F� RE—VEGETATION OF THIS ZONE MiNL 8E PER SEED MIX. THE PROPOSED SOURCE IS THE ERNST SEED MIX, ,#ERNMX-127 €2E-VEGETATiNG THIS ZONE WILL BE SUPPLEMENTED BY PLUGS DUE TO THE DEEPER MATER ELEVATION REQUIRED; TO ENSURE GROWTH OF THE CROP. THESE SHOULD BE DUG AT 1 PLUG/ 12' ON CENTER OVER 25% OF THE AREA. THE RECOMMENDED PLANT MATERIALS, FOR PLUGGING, ARE TAKEN FROM VA DEQ STORMWATER DESIGN SPECIFICATION NO. 14 ARE AS FOLLOWS: --PELTANDRA VIRGINiCA ...—ARROW ARUM SAURURUS CERNUUS ........LIZARD'S TAIL. -PCiNTEDERiA CORDATA ......PICKERELWEED S# F- o = _POLYGONUM SPECIES ...SMARTWEED ca 0 E0 —NUPHAR LUTEUM ......... ....... SPATTERDOCK —ZIZANIAs AQUA'DCA,..... ,... —WILD DICE u � fir• �Fsw IT0',- 3' min �ii:?iSk?A >m L[L € r� 100 -YR WATER SURFACE ELEV 668.04 GABION WALL (SEE DETAIL ON THIS SKEET) NOTE: THE DESIGN ENGINEER SHALL INSPECT THE CONSTRUCTION OF THE BMP AND PROVIDE THE FREDERICK COUNTY PUBLIC WORKS DEPARTMENT WITH A LETTER CERTIFYING THAT IT WAS CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN. EXTENDED DETENTION POND DETAIL (NOT TO SCALE) SEDIMENT FOREBAY /INFLOW PIPE -SEE PIAN FOR INVERT ANIS SIZE INV. ELEV. = 564.25` RIP -RAP STABILIZATION —6 t Q > y_ M —' S# F- o = oo s p M sL ca 0 E0 c c ° U 0 as Q RJW DESIGN DRAWN CHKD o JIM TA'i S 5 No. 58505 an 141 11t PLAN STATUS jZfZ1 COUNTY COMMENTS 3/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/1 AAPPROVAL SET DATE. f yy a RJW DESIGN DRAWN CHKD SCALE H: AS SHOWN V: w" r JOB No, 6742-44-02E AFTER THE SITE WORD IS COMPLETE DATE JAN, 2017 i SHEET i +1 yi. i o JIM TA'i S 5 No. 58505 an 141 11t PLAN STATUS jZfZ1 COUNTY COMMENTS 3/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/1 AAPPROVAL SET DATE. DESCRIPTION yy ARD RJW DESIGN DRAWN CHKD SCALE H: AS SHOWN V: BMP'S SHADE BE CONSTRUC TED ED ONLY JOB No, 6742-44-02E AFTER THE SITE WORD IS COMPLETE DATE JAN, 2017 SHEET ami r- 5 4) E 1. SEE GENERAL SEED/ SOD NOTES FOR APPLICATION BEYOND THE DIRECTION SPECIFIC TO SEEDING/ SODDING FOR SWM FACILITIES, 2_ INVASIVE SPECIES, ESPECIALLY THOSE ADAPTABLE TO WET CONDITIONS, SHOULD BE REMOVED OR SPRAYED BEFORE THEY BECOME INCORPORATED/ GRADED INTO THE FACILITY TOPS€TIL. 3. PLANT GROWTH AREAS SHOULD BE LOOSE ANIS FRIABLE, HIGHT IN ORGANIC MATTER, AND COMPLETED I TH MINIMAL COMPACTION WITH HEAVY EQUIPMENT. 4, SEEDING AND SODDING SHOULD BEGIN IMMEDIATELY UPON COMPLETION OF THE FACILITY MILE THE SOIL IS STILI. FRIABLE, ANIS BEFORE INV9VE WEEDS EMERGE, 5, THE SWM FACILITY SHOULD BE SEEDED BE ORE FLOOl1tNC OF THE AREA IS PERMITTED. UKEVASE IT SHOULD BE PLUGGED, BUT SOME STANDING WATER IS PFRMISSABLE: FOR PLUGGING 6. SEEDING SHOULD BE BROADCAST BY HAND OR HYDROSEEDING. 7. A TEMPORARY CROP OF VIRGIMA Y LD RYE IS TO BE BROADCAST, IN ADDITION TO THE PERMANENT CROP, AT A RATE OF 10#/ 100h0 SF FOR FAST ESTABLISHMENT TO PROTECT THE LONG-TERM SPECIES, 8. PLUGS TO BE GENERALLY PLANTED 12" ON CENTER, BUT FOR THE LOW 'MARSH AREA, THE 25% AREA IS TO HAVE THEM ARRANGED CLUMPED TOGETHER, 9. STRAW MULCH OR COCONUT MATS CAN BE USED OVER SEEDED AREAS FOR PROTECTION. STRAW MULCH CAN BE USED WITH SODDED AREAS FOR PROTECTION. THE MULCH IS TO BE APPLIED LIGHTLY TO ALLOW SUN INFILTRATION. AS THE CROPS BECOME ESTABLISHED, THE MULCH/ MATS ARE TO BE REMOVED TO NOT HINDER GROWTH. 10, IRRIGATION IS REQUIRED UNTIL CROP ESTABLISHMENT FiGURF 3.0 - 4b lVative Platy Guide for Stormwater .iVanrrgement areas in tlaa? .t idl Adan c, IJSA lVetla7nal Plants FIGURE 3 1 ACKTRASH PROTEC110N F; O....__ FLOW QRIF9CE (Na To NYLON ESHER err HEX NU BOLT I 2& . �b 1 a r.,!l.�iA9'1&1 . i r�i VEW STBR. BRACE OF D"I TM rTRASR RACK TRASH RACK i 4N 1 TOP OF DUN TO BE 74 O EN4'COWRETF UR RISM PI C AS 8mcm) SC I. HRAACE 4k 1;11 i14L AGE — 3/+' F F a14 AP.CtiPrlt PIPE) n tr=, F'ldt AVO, s 9z CAP ¢ S �/ .�._ —�T��y;...p.�y.�,�...,�,— 1FFE FR@` �.... -PVI� Sat 4 PIF£ W/ 16� TACK sc 24 DEEP a/8* PEtdFMTION 6" t1,C. GLA3 CANCRM FOMR =1VIlet,and Plants E Form Available Inundation Tolerance Wildlife Value Notes Sedges 2,3 Emergent yes up to 3 in. berries are Many wetland and Arrow arumHigh, (Peltczndra virgiWoo) t Emergent yes up to I ft. eaten by wood Fall Stara to partial shade. Soft -stem Bulrush 2,3 Emergent yes tap to l �. ducks. Full sun. Aggressive colonizer. High .Arrowhead/Duck potatoModerate, tubers and pollutant removal. (.S'aggitar°io laiifolica) 2 Emergent yes up to I ft. seeds eaten by Aggressive colonizer. (Polygonum spp) 2 Emergent yes up to I ft, ducks. I weedy aliens such as R Braomsedge High, songbirds and Tolerant of fluctuating (Andro,+o on virginianus) 2,3 Perimeter yes up to 3 in. browsers. Winter water levels and partial (Nuph r luteum) food and cover. shade. Switchgrass 2,3,4, yes up tel 3 in. High weds, cover. , Waterfowl .Aggressive. May Cattail 2,3 Emergent yes up to I . Low, except as eliminate other species. (Jj,plrc vr) 2,3 Perimeter : yes rap to 3 in. cover. Volunteer. High ( eorus calamus) periods. pollutant treatment Low, food, goad Free floating SAV. Coantail 1 `ail�rrle!'p�ertt iter %r�S habitat and shelter Shade tolerant. Rapid (C'erafopdtvilum depnersum) for fists and growth. lrtveriebrates. chromium removal. Wild Celery High, seeds, cover, Fast colonirer. Can Cornmon Three Square 2 Emergent yes tags to 6 in. waterfowl tolerate periods of (Scipus pungens) songbirds s dryness. mull sun. Higli Wild Rice (Zi ania a ualiccr) 2 Emergent yes up to I ft. High, food. Birds. metal removal. Duckweed Subrnergent High, food for May biosnagnfy metals (Lem Ila sp.) 1"2 fErr,ergent yes yes waterfowl and fish. beyond concentrations found in water. lizard's "sail 2 Emergent yes up to I ft, Low, except wood Rapid growth. 'Shade (Saururus cernuzzs) docks. tolerant. Marsb Hibiscus 2y3 l:mcrgestt yes up Ota 3 in. Lots, nectar. Fall sun. Can tolerate (Hibiscu'T rno cheufo. ) periodic clryncss. T'ielterelv4`eed 2,3 Emergent y es o to I ft. p Moderate. ducks, Full sun to partial shade. (Pontederfa cordata) nectar for butterflies. Pond WeedExtremely high, (Parcnnogetan peclirtph:sl I Submergent' yes Yrs waterfowl, marsh Removes heavy metals. and shore -birds. Rice: Cutgrass High, farad and Full Sun, although (LeeYStfi t)t�'ZcitLIPsJ 2,3 Emergent yes up to 3 in. C4Ver tolerant of shade. Shoreline stabilization. NOTE: 1. AQUATIC BENCH PLANTINGS TO BE IN ACCORDANCE WITH VIRGINIA STORMWATER MANAGEMENT HANDBOOK MINIMUM STANDARD TABLE 3,05-4b, AREAS OF "ZONE 2" PLANTINGS ARE IDENTIFIED AS "AQUATIC BENCH" F'igury 3 --Stack Trusts Pt-otection tot- L.ory Flow orli ice Effective Mite, 07/01i2014 Wetland Planta Zone Form Available InundationWildlife Tolerance Value Nates Sedges 2,3 Emergent yes up to 3 in. High, waterfowl, Many wetland and (Carex spp.) songbirds. several upland species, Soft -stem Bulrush 2,3 Emergent yes tap to l �. Moderate, goad Full sun. Aggressive colonizer. High vafidtes;) cover and food. pollutant removal. Smartweed high, waterfowl, Fast colonizer. Avoid (Polygonum spp) 2 Emergent yes up to I ft, songbirds, seeds and weedy aliens such as R cover. I erfolinium. Spattcrdock 2 Emergent yes up to 1.5 ft: Moderate, for food T°ast colonizer. Tolerant of fluctuating water (Nuph r luteum) but latch for cover.levels. Switchgrass 2,3,4, yes up tel 3 in. High weds, cover. , Waterfowl `Tolerates wet/dryPerime€er (1'ctr2iCaarta uirgtzttrrtt) S,6 songbirds, conditions. Sweet FlagLow, 2,3 Perimeter : yes rap to 3 in. tolerant of dry Tolerates acidic conditions. Not a rapie. ( eorus calamus) periods. Colonizer. 6aod 'water oxygenator. Waterweed 1 Subrrtergerat yes ves 1_.cw. High nutrient, copper. (Elodea canadensis) manganese and chromium removal. Wild Celery High, food for 'waterfowl. habitat Tolerant of murkey (11alisneria amerinana) I Setbmergent yes ycs for fish and water and high nutrient invertebrates. loads. Wild Rice (Zi ania a ualiccr) 2 Emergent yes up to I ft. High, food. Birds. Prefers ftall sun. Source. Aitative Plant Fnnrlscapinf; Cosine - Watershed Restoration Sonreebook, Natrahe Karenna, 1II'WCt3G *7vaae F:SuhmergentAgtta#c Vegetation *.Zone 2:Shallow Water Bench .. 6«.12 inches Deep *zone .l: Sfrore!'ine Pringle - egulcarfy Inarmlated Are a *,Zone 4. -Riparian Fringe - Feraearlically .Inunflrated Area, Wet Scans *Zone S: Flondplain Terrraee - Infrerlaaerztljr .ftaundated, Moist Soils *,Zonae 6, dfpland Slopes -- Seldom or Never lnranrtrated, ffolsl To Dry Soils B P'S SHALL BE CONSTRUCTED ONLY AFTER THE SITE WORK IS COMPLETE AND STABILIZATION MEASURES HAVE BEEN IMPLEMENTED. H J Z SDP #08-17 COUNTY PROJECT NUMBER JAMES '(Ani e Noe 55505 1A NA L PLAN STATUS 3 6 1 7 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/17 APPROVAL SET DATE DESCRIPTION YY 8RD RJW DESIGN DRAWN CHKD Ci 2� 0 H. AS SHOWN % � > U) _J 0 C3 - D ce) C) W O 0 S Cit @ SDP #08-17 COUNTY PROJECT NUMBER JAMES '(Ani e Noe 55505 1A NA L PLAN STATUS 3 6 1 7 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/17 APPROVAL SET DATE DESCRIPTION YY 8RD RJW DESIGN DRAWN CHKD f H. AS SHOWN % MIIII �� SDP #08-17 COUNTY PROJECT NUMBER JAMES '(Ani e Noe 55505 1A NA L PLAN STATUS 3 6 1 7 COUNTY COMMENTS 9/08/17 COUNTY COMMENTS 1/20/17 FREDERICK WATER COMMENTS 2/22/17 APPROVAL SET DATE DESCRIPTION YY 8RD RJW DESIGN DRAWN CHKD SCALE H. AS SHOWN % lJOB No. 6742-04-0261, DATE JAN, 2017 SHEET OF 9) c I � 13 z Ld `_ WE rl- - c q) Q 0 4) I N "It A _0 0 0 - _�, ,,, il I I � , - ", , 1 7" 1 jl I - j"., � -, - , " ^ 1, '. .1 . 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I � � ,� I I . .1 .1 , . i I . � � '� , -�r - I � �'-,� I __1 . m " n ` / ; , . � , - ��:�, -, I "I "I - 1� I - . ------ __ I � I _ / I �_ - - � - - ,� ,--- '-> I - -, - ,.�_,, : , ,� , . �', � , - . --- � , E . " . I ADE-QUATE.OUTFALL .SCHEMATIC � �� H: I" =100' THE EXISTING SITE CONSISTS OF MOSTLY WOOD AND BRUSH COVERAGE WITH SOME IMPERVIOUS AREAS FROM EXISTING ACCESS ROAD AND TRAILS, APPROXIMATELY, HALF OF THE PROPERTY'S STORMWATER RUNOFF COLLECTS AT THE EXISTING DETENTION BASIN LOCATED AT THE EAST PORTION OF THE LOT WITHIN THE CLARKE COUNTY LIMITS AND DISCHARGES TO THE STORMWATER PIPE SYSTEM ALONG STONEWALL JACKSON HWY (P.O.I. #2). THE WOODED COVER ON THE WEST SIDE OF THE PROPERTY SHEET FLOWS TO AN EXISTING CULVERT (P.01 #3) WHICH CARRIES THE RUNOFF UNDER RACHAEL CARSON DRIVE AFTER W11ICH DISCHARGES TO FREDERICK LAKE. DRAINAGE AREA A, WHICH DRAINS TO THE P.O.I. #1, IS LOCATED ON THE SOUTH SIDE OF THE PROPERTY AND SHEET FLOWS TO THE EXISTING CLOSED DRAINAGE SYSTEM THAT COLLECTS THE RUNOFF DRIVE AND RACHAEL CARSON DRIVE AND DISCHARGES TO A POINT AT THE SOUTH WEST OF THE EXISTING TRAFFIC CIRCLE WHICH ULTIMATELY DISCHARGES TO CROOKED CREEK WHICH IS IN A 1OO-yR NON -TIDAL FLOODPLAIN. WkXL2a!JD�� WATER QUALITY CONTROL IS PROVIDED BY THE PROPOSED DRY SWALES, (LEVEL 1 & 2), BIORETENTION POND (LEVEL 1), AND EXTENDED DRY DETENTION POND (LEVEL 2). THE PROPOSED EXTENDED DETENTION BASIN WAS DESIGNED AS LEVEL 2 FACILITY AND IN ACCORDANCE WITH VA DEQ STORMWATER DESIGN SPECIFICATIONS, THE ARGINIA RUNOFF REDUCTION SPREADSHEET (SHEET 16) SHOWS THAT THE TARGET TP REDUCTION EXCEEDS 1.11 LB/YEAR. P-Oj_1 - RW,[QEE_n_2QQKQ] 31Z�f:EK THROUGH EXISTING CLOSM DRAINAGE SYSTEM THE DRAINAGE AREA TO P-01 #1 CONSISTS OF MOSTLY BRUSH AND MANAGED TURF COVER IN THE EXISTING CONDITIONS OF 3.03 ACRES. ON THE PROPOSED CONDMON, THE DRAINAGE AREA INCREASES TO 4.66 ACRES PLUS THE OFFSITE AREA (DA A -OFFSITE = 0,83 AC) THAT DOESN"T HAVE ANY IMPROVEMENTS. PROPOSED COND111ONS INCLUDE A RECREATION CENTER WITH A POOL, DRIVEWAY, AND ASSOCIATED PARKING. STORMWATER RUNOFF IS DIRECTED TO THE DRY SWALES AND THEN TO THE EXTENDED DETENTION POND LOCATED AT THE SOUTH WEST OF THE SITE. ONCE THE STORMWATER DISCHARGES FROM THE EXTENDED DETENTION POND, IT IS COLLECTED BY THE CLOSED DRAINAGE SYSTEM THAT UL11MATELY DISCHARGES TO CROOKED 'CREEK LOCATED SOUTH WEST OF THE PROPERTY. POST- DEVELOPMENT I-,2-, AND 10 -YEAR STORM RUNOFF RATES ARE LESS THAN PRE -DEVELOPMENT RUNOFF RATES. P.0.1#2-- RUNOFF TO EXISTING DETENTION BASIN PRE -DEVELOPMENT LAND COV`ER MOSTLY CONSISTS OF BRUSH AND WOOD COVER WITH A DRAINAGE AREA OF 10.28 ACRES (DA B). IN THE PROPOSED CONDIFTIONS THE DRAINAGE AREA IS REDUCED TO 8.10 ACRES SINCE THE PROPOSED DEVELOPMENT AND DRAINAGE SYSTEM DIRECTS THE RUNOFF TO THE PROPOSED EXTENDED DETENTION BASIN LOCATED W DRAINAGE AREA -A, POST- DEVELOPMENT l-,2-, AND 10 -YEAR STORM RUNOFF RATES ARE LESS THAN PRE -DEVELOPMENT RUNOFFS. P.0j13 - RUNOFF TO LAKE FREDERICK THROUGH EXISTING PIPE UNDER RACHAEL CARSON DR THE DRAINAGE AREA TO P.O.I. #3 IS MOSTLY WOODED WTH SOME IMPERVIOUS AREA LOCATED ON THE ADJACENT PROPERTY MS DRAINAGE AREA DISCHARGES TO THE EXISTING 15' PIPE THAT RUNS UNDER RACHAEL CARSON DRIVE AND ULTIMATELY INTO LAKE FREDERICK, THE PROPOSED CONDITIONS CONS6TS OF THE PROPOSED DRIVEWAY AND ASSOCIATED STORM SEWER PIPES AND DRY SWALES, THE WATER QUALITY AND QUANTITY FOR THIS AREA IS CONTROLLED BY THE DRY SWALES AND BY THE PROPOSED BJORETENTION. POST -DEVELOPMENT l-,2-, AND 10 -YEAR STORM RUNOFF RATES ARE LESS THAN PRE -DEVELOPMENT RUNOFFS. ENERGY.BALANCE TO P.w. #1 ' A = 3.03 AC QPRE-DEWLOPED = 0,934 CFS RVPRE-DEWLOPED = 3,580 CF POST- DEVELOPM ENT A = 4.36 AC QDEVELOPED = 0.225 CFS RVDEWLOPED = 16�312+596-3,824 = 13,084 CF (VOLUMES FROM DA -A + DA -A -OFFSITE - VRRM SPREADSHEET VOLUME REDUCED) ALLOWABLE POST- DEVELOPMENT FLOWRATE: I)DEVELOPED �� I.F X (QPRE-DMILOPED X RVPRE-DEVEL0PED)/RV0EVEL0pm ODEVELOPED � O�8 X (0.934 X 3,580 CF)/13,084 CF QUEVO-OPED � 0.204 0.225F� 0,204 VERIFIED ENERGY BALANCE TO P.O.]. #2 A = 10.28 AC QpRE_mva_opED = 5.739 CFS RVPRE-DEM.OPED = 20,630 CF POST- DEVELOPMENT A = 8.40 AC QDEVELOPED = 5,120 CFS RVDEVELOpED = 19,702 CF ALLOWABLE POST- DEVELOPMENT FLOWRATE: QDEVELOPED � LF X (I)PRE-DEVELOPED X RVPRE-DEVEOPMOVI)EVELOPM I)DEVELOPED � 0.8 X (5.739 X 20,630 CF)/19,702 CF QDEVELOPED � 4,807 4.807 !� 5.725 VERIFIED P.O.I. #3 PRE -DEVELOPMENT A = 12.69 AC OPRE-DEVELOPED = &75 CFS RVPRE-DEVELOPM = 21,005 CF POST- DEVELOPM ENT A = 12.40 AC QDEVEt.opED = 5,46 CFS RVDEWLopm = 19,629 CF ALLOWABLE POST- DEVELOPMENT FLOWRATE: QDEVELOPED ' I.F. X (QPRE-DM.OPED X RVpRE_DEvR0pF0)/RV0EVEL0PE0 , QDEVELOPED � 0.8 X (6,75 X 21,005 CF)/19,629 CF QDEVELOPED ` 5�78 5.46 � 5.78 VERIFIED � Im mi m in -d �4 U -6 _j ci ::� 2 0 uj uj -�; r'- Z; w 0 C) IT M V) cm E 0 a _j & = 0 0) ,EZ = ::1 0 rZ 0 0 c m E �: w —2 co �c _j 0 Cn — .2 -a .- > � M �a a) _j V 1 m CD r- - - T c a- c� 1"Itt �� 0 — i� 5- -5 0) c 0 u c w E 0 -0 p = = w c 0 0 cm: �. 0 m 0 rn 4� �� :D 0 0 0 ii— g�4 4..q ;K �.Q (0) SDP # 08 - 17 COUNTY PROJECT NUMBER &ft f1v1* 9 oi,TH op a -4 a -, , I N - _____ ,,,- v, - - --W-�W- ',�-- -- - _�/_ * * 11 * * 00 R196D JMS Y(An&9 11p, 0 * 4 * No 58505 0 g! 0 * I ,/ 0 04 0� fz.�,.�It7 - S", I # _� a 7�1 y " ,�$* % '�' , 0, '�'101VAL Vpf-twwu COUNTY COMMENTS 9/08/17 COUNTY COMMENT'S 1/20/17 FREDERICK WATER COMMENTS I 2/22/IAAPPROVAL SET I DATE I DESCRIPTION YY I BRD I RJW DESIGNI DRAWN CHKD H: AS SHOWN SCALE �i. �� k�� JOB No. 6742-04-026 , �,j : . ...... . ...... .......__ I 11.1 - ��! A L ,,, DATE JAN, 2017 i I : i . . ...-_..--- i I ::� FILE No. 6742 -D -CP -026! . , � I SHEET 20 OF 28 �4 U ,C3� z lw_� 0 I . "4 > �� pr", >� �_ z U) z W 4� �� :D 0 0 0 ii— g�4 4..q ;K �.Q �e () < �_ ::) L) �� cr w CL 2 �� 0 w () �_� Ir _j _j < �,,� �� F_ Z) 0 'e,� "4 0 C) w �- rTj u I tr �_ (1) — < Z) a r-" �� "� Q z w 0 Lr _e� 0 F_ < 0 = LLJ 0 1dwmAk �4 CL" _j Lij V) z 0 4 Z) a _t!� Lu IL !,-� 0 SDP # 08 - 17 COUNTY PROJECT NUMBER &ft f1v1* 9 oi,TH op a -4 a -, , I N - _____ ,,,- v, - - --W-�W- ',�-- -- - _�/_ * * 11 * * 00 R196D JMS Y(An&9 11p, 0 * 4 * No 58505 0 g! 0 * I ,/ 0 04 0� fz.�,.�It7 - S", I # _� a 7�1 y " ,�$* % '�' , 0, '�'101VAL Vpf-twwu COUNTY COMMENTS 9/08/17 COUNTY COMMENT'S 1/20/17 FREDERICK WATER COMMENTS I 2/22/IAAPPROVAL SET I DATE I DESCRIPTION YY I BRD I RJW DESIGNI DRAWN CHKD H: AS SHOWN SCALE �i. �� k�� JOB No. 6742-04-026 , �,j : . ...... . ...... .......__ I 11.1 - ��! 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I � . ; - I-.,--- -, �==�'i74 �-- - - - - ... c -,--" � F . I --- �, �7--7::�:_ �'___: � ,�, � IPI " � 1- � ..�;, / I 1��\ I . � C, �1_ 1/�, , � b, I _'11 In 11 I - .--,:,-- - �____ , � ,� I � � m j I 11 . , �� " - I -- - -_ , -9 ,- -,, ___� 'I '-) ! . ;1� /_3 - 1-1 1. 11 - . I- ,,, 1, Vu,NTIL THE CONTRIBUTING . -7- - -,-- - - '1� � 11.6 " yy , I k \ "I .11 . . . I �,_. I - .' - - -, , I � '� I I I . , , � . 1- 11 . �', I . 'r ' , r,� ", I " I � ,I -,____, " � 1: " 1. .1 I - "A 4 �D R A I N A G E AREAHAS I I -, I , . \ r, -, � I � -, "--" ,� . - ,. __� 16nl' � . I /I / / I I i � I _1 � , ,I I � i �`, I � - . I I , ; 0 , r I I I , . � I ". . � t Nf 11 "'P111A, �., <: � - I � I �111 , EQUATELY . 11 I DESIGN DRAWN CHKD I` rl�<�, '_ 41- \1 , ,, � L.� , h I % �,,.X' � I "I - . -N AD 11 "L��_, - C14 '� , 3: \ �, � ; " � �y iY-1 .... I. - _f f , ,__.,� 1-1 , �, I'll / � ,E . 11 . I � I ,\ . I . , . ,* I \ \ _ - I / � I- �� ,,�/ _�__� ,� � , '. . . I � .1111, \ , 11� 4 ,f , ",'I I - � ;� . -, I�T SCALE N . � � � . � - 1-1 I . � j. �. - ��, I - I I.J.� 0 � � t 1�1 : .� "I'll" 14�) �_, ''I 1. .1. 0 , ,`�" i�P f '. ��Ig, -11 "I . , I ----*-I-- ';�_� 1-1 I � I I.., 11. . _,_ . _`22_v=� ,_,�� 11 . . - q,,� JOB No. 6742-04-026 co � \ , - 1 Z 1, ! i -p V: 1k \ �111 - / 4, ,� , . I ; 31 . I -�, - -_ -74 _�"W_'_"�_ . I L . Ili " _ , , -11z .... ,� I I V_, I 1. 11 .1 � __ 1Z5 17.,Z.111 � � " - -;�4�.� I , � -*-.IN '. _ - �-� -,, I b 29110 . - , N, , _.�, , _,".r/ _.._,� , s: �,,�,,;Z,�: I , �� 1.1�1 .__ __ .1- , , , . - '11111 . _ _ , � 1101 - _�- %, - "I, -, I 1, _," I I -, � --- � � 11 1- .� . i ��, -, ___-��11 1. I � I'll '�� , - 1, , , __ 11. , i - I - __ I _ // ,0,', , , -, 1, 11,�, `�__ , , -, _� . . ", 1-1-1, , . -- -1 - - ... �� : - -, __- � � DATE JAN, 2017 6 � ...- yl 11 , ,L'�,,k,�� . , 1-11., 1. 11- .1 . I I i _.___'___ .... r I � � , � , ,_ ____ - ____ b � , I � c - ro�� , , , , m ,0_ % ,-,- ,� � , � 7\\ , ,,, k�, to - I * "i , 322L I . _7_t��_,��,_,��_�_, __," . I I __ - \ ___� �_�_ - Im 700, -1 __', 7---- - I- __ . __ ___ I-- ,------ 1 I --- I - I \ ; I - I I � - , ` , � , , � - �5 _i)L::::�,�',"':, , ,,,�, ,; I 11 - I � . - __ . \1 '� , __ - , , � '� _ , � I.. u. ... :_ �, 7 �'�)' ,r* , __!, ,-� �_ __ .., . . , _.__,_-_ 'r, � \,- \1 /,� �� e, _". .� _,3_ i,�� I'�' I - opq� 1. E _', . , �blll LL _ '11`>1' I., I 1. � I , ,,,�,�� .1. :,:�,:_ I . . 1. I __ �� 1-1 \ , . , 1��r� , ./ , . '��. 11.-.- - - ,zn 0 1 1 .. j -1 I \ \ C , �� -_<� �, �,<�� ... 11 I 11 — __ '... "L, 1. ... � 1� % I , / . + 1, �,. . , I I . - - - " I . ''.. I I I . ."' �%' - 30 15 0 - - . 1. 60 FILE No. 6742 -D -CP -026 a I I \ � /A - , - ! 41, , 1. .. �. ... . ___ �'Jmwmmmw" , ..' I I . -1111— \ ,�L ", � " -I- I", " � . .1-1. .1 .. ... .1 ____ -.1--- .... ... � 5,7C� . ... .. ". I.. - --' -.I--,. iimT --- "�,� \ r� "I 1 ,/ "? �� _� __�__ -11 _<,", � __,�_ _ �� I I . . � q I . . 1. -, - __�. \ � , \ \1 1. �, , I , // I I'll -91 - -- 1\� . ....... � __� �11 ,-.-, "Ill . rl, I I I � � � - -I....., I = . , I I . . �, " __ , � I - - �_.. . �� I. . ., , 1. 11 ,"-', . " N, I . I � I ____1 " , GRAPHIC SCALE ,I � . I-- ", \ I I - -, I I I/ '___1 , �. ___1' ,,�,.:� I� �, :, 1� / / , � - I 1 - .. ,_�, 1-1 "i , I I.. - ,," .- -, __1 \ , -,,,, I- --1 *4 - �_ ts .. I- '11, I 'I I I �� -11--, �, . _ - - � ".., I -_ __ "I" 11 El \ --- \ ", "I, I i� ,-il w .. I I . 1-1 "", -11 I ,I � 1, � , I , . I 111-- q�) . � :�,,�� - . 111. . �_ __� . v_1 � I-- � .. - -1 � -.11 � / \ �- _� 1_� - - 1,� . , -_ ,:,, 1 " = 30' -I I I - I - 1� , , - . f ': I a .. '. I I " , . � -_ � � " ---___, I I\ I,------ 22 OF 28 ,a 'N\ " � ,�, �, . . / � __ ,��, 1.11, ,_,_ 0 �11 ,J`�_ vz , 11 ,11 -, __ — . I 1 4 � i6 , I I' I I, al im im �'. --- - - _____ - -_ - '_ � " --- - - - - -i-r _�� -, f� .41 - ''.-_," \ .SHEET � I I - , I I I., - . � I I . � 11 . ..... - -, . " ______ _-______1_ _____,__,_______ Description ot P TAWJI.��IAII� —, - _. ��_ __Z____ 1 ' . __ _$&; EROSION. & SEDIMLNT CON4P,�L STANDARD NOTES ! S11 -F, SPECIVIC %MDINC, hl[�M,TRS FOP PIPI)MON7 AMEA ,T.A,Ru,, 33;-'A I .1 .. . This project consists of creaUon of the Lansdowne at Lake Frederick Community Centei, the construction of parking lots, storm sewer, water and 1. All erosi-OTT--c�mTrol--77eTrgurm-sr;(,JwrI or] T r1pprovea "n must- lle in-ploce, I 11 � TEMPORARY STONE -3.02-1 sanitary sewer improvements on approximately 5.9 acres. Land disturbance due to this construction is approximately 5.9 acres. Sediment control and inspected and approved by the Frederir-,k County Feld Manager prior . ES) Total Uk�, (�) 0R.(,.v"'1c ,�v�l , $1 "Ml-TAYAUS A", ,ILTIPLICATION, R1,VM for the proposed construction activities will be in accordance with the policies and req(tirements of the Frederick County and the Virginia Erosion to clearing, stripping of topsoil or grading. . _F..1-'.LAZ.1 ... __ -,.,-,..--I 1-1-1- 1__11___.__._._-___1_ CONSTRUCTION ENTRANCE S* , I - I ,!� zn�.C, I �i __ � - � . R I �'IAOVN-� � . I . I & Sediment Control Handbook. As required this plan proposes erosion and sediment control in two separate phases. The first phase will establish --- - -...F_-__._"___7 1 70' MIN. I I : �-Clc�, ,)� ��n;d_.-I!l , 115-D)k) fl,�;_ I Ml,lcfa"",..g� � HAI sq, A. I Nollps" . -.10- I 5: 'I 2. A copy of the approved erosion and sediment control plor. and permit shall I . . ! i .3: �� I Per 1� I /- EXISTING I I. V�10 _________ Al i'�_ - 1- _i_ the controls related to Wtial clearing and rough grading operations, 'The second phase is tailored to control sediment during the final development . - Kai i�xkv -%I ,�(Tuff-TW,I07'sAll Pe�cut ()5�irll) I----- - - - __I-__ �� ' -- -- , 6' MIN. A 1 0_3 PAVEMENT - stage. be kept on the site at all times. . I 11111,�.Om-',! Azvarmial Ryq�,gra5q 1)_�%, suaw (is llavl , 'I I 1:i;11! � i �I ,A� 11117 �__,t�e r?'Oni WV,dli at1d. �%UTSC — q - n, llfuegra�& 0_�,,�,; . 1,� "I I I" —Aam ; XA.natu�k. . i ; 1,i.r; ," i �.Tter %11M'txwnchlw'�d-� . � I : � . . � IQZIS IM � Sj�r,,0 ,6111 mulch bl�ywi�� I �Ilh vcrr ,% �, MOUNTABLE BERM I -1 - - - -_ , __ I ... ... ------. I .1 � ... .._1_____.__.__,__,_ - I— -_ 3. The developer/develo per's representative is responsible for the installation of I H: -M, %MA(%Q, � 4 I ri2. 5? i I � �,.,. . - �,% 'and- FILTER LOTH A 'r I � 4ir e -JAW � , �Q wim- w Exi�� any additional erosion control measures necessor to prevent erosion and 1. ____ I , I � y ; i,;, , - - " 1,i%. x- , (OPTIONAL) ." ; .. �._ . i MI'M .I.,� - L� nw ol; Is mukh for I r I The proposed site is covered with woods. The existing slope ranges from 0% to 45%. [he site drains west, south, and east, Most of the site sedimentation as determined bv the Frede K,!Psucky�L o-'r,vf-Tk-ne Tall Fewilt, I F,wr N100, , Nfin I rick County Fie�d Manager- I � 'SIDE ELEVATION . , � I ; � "10 I I's %A �m� C'mw or dmin II111t, - drains into Lake Frederick. Some of the site drains into Highway 522 drainage irn prove ments, I ' � � I . � Q� �R,,,_,_1SL= j_��_I_lz:&W � <J�y ,T�*>&�' ApOy as. . I - z : �Iurr). 4. All disturbed areas are to drain to approved sediment control measures at all i __-, . ___ _. _1, - __,_..-I-- � Kc,mswky ' K ', i Fnsva,� 128 �11'1s, _____ , 70' MIN. � 11 1 TA - .. � , I . . '�o rot WASHRACK QftgLArN& times during land disturbing activities and during site development until complete L . R� <-k,r� _ , i,lk, i ; - (, -w, i thS -27� lbi, ('I�i oy �m e(Ided jil 4:6' __ �[Tov ("t �% 2 JKq. I I . � ! �cnglh,,, Airdr1u& L — MIN. Special care shall be taken to protect the existing onsite trees and vegetation, and adequate stabilization is achieved. 5�3,vrw� Nul� C,rov � IALR%.� I I . 1�13 Jys. � I 1�,e ir f�,qe tur", areal. Appl,-' 13 / (OPTIONAL) 110, i I � qh tn�.-, 1 t'h Mower s�r b�- - , ____ r r . 1 "'P�--ymarmme-S!,�M CSNPmr At&T'0-_0 i ____�Jiano I * J! Adiacent EmDertv: 5. Water must be pumped into an approved filtering device during dewatering i I , -,- - ___ I — -__-',_-J_-__ _-7__ ' .- :I-.--.--'--.— . , , - , I ,�i ,__ �� . - Kemucky �, � I C�w� - 1W [�n. � I , . - ,,, tl�, I F,cL cA c,nane. rnallu. A)T- 10' MIN. TING . - , . 4 (I �11Q, 1 ,,� - _ operations. wilq*Oj, I'M", ; XIS - R�.,J'I'op G-�4��Z 2 ft. . : � To the East is Highway 522. To the North is previously developed residential land, To the west is Lake Frederick. To the south is vacant. I Z I �,;! ia,d. Treat M01 I 2 �b� i I - PAVEMENT K ) - IN. E � se_,imma! Nur-, i rof , 20 11�1. I 1 I v,�F,)F I 10' M P 6. All erosion and sediment control practices must be constructed and maintained (::p,vnv�,,:,, I - gen P�-,l toa, DO f1m �! 1! _ . Z_�jla& 7 � i use ir� fire wrf arear� Apply -_J -T . off=21i "St" ity'.. i i with MIIk,�h blowe-, 66P N � q_QW_$1 according to the minimum standards and specifications of the Virginia Erosion I I hapdlm or tly hand� B I—POSITIVE DRAINAGE 1 0 MIN. I- � ' T There will not be any off site activities such as dump sites or borrow pits. and Sediment Control Handbook and 4 VAC 50-30-40 Erosion and i �_ st wu-ona! rtun;,� crop in ac,�n'0vlvc W��h �,'Ldi�ls dale.i as �tatcli belmv� __ -, -, i . � ...... ______ _-4— TO SEDIMENT _ Sediment Control Regulations. ! rrl)� va� � II&I 1hr, -n& Ap-d � . . , � . . . . . � ... � , Annikal Rye Bark rhim, I �p �1 Ili ! 1_21 II,j� )ds- t-"rct of v,mnxe inver A� VICE - .* �h V, � " � i � TRAPPING DEVICE I Ma., 1 1. �r0 A�:fg'.Ist 15 11, , � � � . , . I I . Fnxti�! Mille� 1 d f1ried, Dzi not w;e'n fine" * MUST EXTEND FULL WIDTH I . 5-oft3atz Av�!11�,� 7w�! Z�tfou�� o�t;,�nr , - .. I .. � I AwTilal Rve Mtredded I -vJ area&� Applq wilh OF INGRESS AND EGRESS . � C ,�, -,",t �r,�:,'�. 1�,-hr," iry '4;,,h , , � � � . . . Wnl�q , I PLAN VIEW �)ojls, Slopes, and Class see Soils Map on Sheet 2. 7. The developer/developer's representafive will be responsible for the instOation No, . , "I ; Rv,� Raxk ffwlcll Wov"tr: 0.4 hwldlk�l, - — 3" MIN. � � 11 and maintenance of all erosion and sedi ent control practices at eill Urn— --I— I m hy han't. . I � I IL 3' MIN. I " S-ShSlizu, 'C ser '��, ��,;,,-,deza fo� Crfmn�etdl e�.� of rwMAle. Va, (May ___.... _ ...... ____ ...____.1_____- � i ; 4 MIN. t, ur�! I S�J,',,.,!v�:It: I;,,. KAC70 Se�i�w. al other pt'.yiods, UsIr ijn�Offled se,i,ceai� ;. * wbeu ftbwr 0"111 . W4 EM, iM_QQdML_ft09_rQM- TZ P;.1; -k -1E �; u�,�Orl :vll,I� 00*rv'C�:h, iticrea,w re'u" I,, Y" it,6./Rcre. A.71 legunl'e & i t�l, (Iltly Ava"lable nku'�01 <,�orwy, perfmis wt)ellstr i '" ,7 8. The developer/deveioper's representative shall inspect all erosion and sediment 1 45 1 . !J (9k S ft Erosion Contro� shall be maximized through rapid stabilization of the disturbed areas and by diverting clean water and erosive flows around or control measures daily and after each significant rainfall. I ,.t,�,,�l-r,i��ib�,J)r(�Tw,-Iviiii)rti�at,,O.. WwpirgLwegrass may btaddcyl ty, any -�kfpc. lhm�ld hL, ustd� wpl, m 1 minimom late of 240) `b, �i�-,,, of �N',, - ,L , I I C�l low-ITIm-Heft"Irf't mix duriny %mcirmer 5Inding peflods� add Ki.20 lln.!acr�� in k through disturbed areas in c non- erosive manner. Not more than 7 calendar days will elapse with any disturbed area remaining denuded. , � _ ,� i T.I%C,S� .. ,ft.._,_,_ %_ - - -- 11 _#Rm2n Temporary cover, by seed;ng and/or mulching, shall be applied to areas that will be exposed for a period of greater than 7 days, before A. Sediment basins will be cleaned out when the level of sediment buildup reaches � - -"----"---- "'--"---------""".-----"""— ___/ SECTION A -A permanent stabilization. Permanent cover should be provided over all disturbed areas as soon as possible upon achieving final grade, by means the cleanout elevation indicated on the riser pipe, Sediment shall be disposed in' ' (I --- 11 -11 --1----- , Z - I . I ; T ') F ,,4 _`��,'IL 7' F1,�-,'A'_... 1`1 . R :'( 70A' ( � C I - of seeding and mulching, sodding and pegging, paving, or as otherwise directed by the plan. Ukewise, all stockpiles shall be stabilized within 7 suitable areas and in such a manner that will not erode or cause sedimentation . CONST E ,J . � , . — 6' - 7" . . I - " . � , .� , , , * - I I __ - - " , ! - -�nf-_'T) � . days of achieving final grades. Utility trenches shall be seeded and mulched within 7 days after back filling to the proposed grade. All temporary problems. The basin embankment shou�d be checked regularly to ensure that it is i S , ( j"I. . 7-T 7 I [J 4 , / / -, 1-�,, 3 c,, / ," I ,,I . - It k _ I- l . . -1 - . V I *11 I , , .1 1. � diversion dikes shall be seeded and mulched immediately after construction. structurafly sound and has not been damaged by erosion or construction equipment. ; � , . I ! .. ., .1 - " "-j" -1 'i< �,��`I,� � 1. �% . Emergency spillways should be checked regularly to ensure that its lining is well 1 � ��r,T POSTS AN() L-,�C,WAT�. . A I I.I. , ... I ;- � ,,�, �� I "114. ��-;(, .., �, , , � . ,.1 - � . , . established and erosion resistant, I tRf-MCH UPSL<)PE Ai,e�!Q!� , W " �?,�,� � kfttnt Qontrol Program: 1 0F 005T�,, Sediment Control shed through rapid stabilization and by the installation of mechanical devices, as shown on the Phase I E&S P qP,tJir-nPnf +rn Q will ho rhor4epei rA "leirl frNr laarl; p�+ I + Q 14 11 + k 11 k J . I, 1:1 7 � 111�� 1; I T I'=" a ki �_ . ' `E Plan: . REINFORCED CONCRETE - DRAIN SPAC removed and the trap restored to its originaf dimensions when the sediment has m ;;; _11� I -1 t- 411_.. . . 1,1, r SECTION B—B accumulated to one half the design volume of the wet storage. Sediment removed � �::� �, 1___�� - I I . r 4- � I : .. ..... 1- i -- Ii i __,_��.. . 5trughn-LEM&M. from the trap shall be deposited in a suitable area and in such a manner that it " � ___ f ,_ li: --- . .W1-_1 M I �1 ., �- 1�1 , �, 1; �� '' �',_ 1, I _�_ , I I , ; . -, I . TEMPORARY SEDIMENT TRAP ; � ,I ---' ; ill..._ . - �1, - _�, - - �_.. I ", - ; 1 � Temporary Construction Entrance with wash rack (CE) and settling area. [VESCH STD & SPEC 3.021 A stabilized stone pad with a filter fabric will not erode and cause sedimentation problems, � - 11 1 __1 - , I 11 I . � � � I " � ; � I I. -I'", -1., a _Orl� 3.13-2 underliner located at points of vehicle ingress and egress on a construction site. The Contractor to supply water source by connecting to ;; - __ I t 1� __ - _Z;�. I , . � r - -��, - : !). "` - ,:�.. I � �, ! I � �,-`. � 1 1 VARIABLE * i �, I . __ .. I I I" � . i � -1 I C. Grove] outlets will be checked regularly for sediment buildup which will prevent . � I- --- , , � �11 " 'I------ - I ,_ I- "_� � , J ,�, 1. 3[; existing waterline or by providing a water truck/water tank on -, entering the public rood. - , � ; / , - � I---- 1_1� I � ,,I - "'e ;. -site for washing vehicles befor ' - - , ': , -Z�-.- � _', , , , , ') c , r � F_f____� drainage. if the gravel is clogged by sediment, it shall be removed and cleaned �, . - -- - I n I � 11 .. i � "", 1") � � IZ:'i- , � . , - � - - - ,-. __-11 - _ I , .,IT ORIGINAL WPIABLE - 4 � (SSF) [VESCH STD & SPEC 3.05] A temporary sediment barrier consisting of a synthetic filter fabric stretched across and � I--,-_ I - '1� ��, - .. - " /_� - I . �,7 . e , �, - __ - __ - ) I � I nr ra 1nr,ar4 _�_._li, I _�� , _ V . . . I I . �_� 11 t . . GROUND CALtached to supporting posts and entrenched. i /I - 1�' �- / 1��Z- . � , -----I " - . F; - F � �-, I - - ,,,, I , -1; , - r I ; , 1'�, � " r . I -1_1 � ELEV. I 'W - , ;. 11 ,� ,0 � '. 1. . I— — '4� ...... i I . , I t Nll� I Outlet Protection (OP) [VESCH STD & SPEC 3.181 Structurally lined aprons or other acceptable energy dissipating devices placed at the outlets D. Silt fence barriers will be checked regularly for undermining or deterioration of the ,� K - � �� .; ; ' I �, / , 1 F 1, , _,� ", - , . 1 � , i , r i __ 1 , � � , r� ", ' - - � _. =1, . : A — fabric. Sediment shall be removed when the level of sediment deposition reaches I .�, � of pipes or paved channel sections, I- . 11%� -"- -1_1 T: ��;i �7 - , I, � .- � I � �� - I j , I � -,,,-'O �: � �T. I I i - ". I M_ ... . _1 I....., ".. - I . I I _� , I � . - IP'L � I : __ � �. , �,,� � t half way to the top of the barrier. ; FtOw . � �kl � k _7t= �1 - - . - , ;, , - - X 67 CU. YD./ACRE k',�_ W ) rotection (1P) [VESCH STE) & SPEC 3.071 A sediment filter or an excavated imponding area around around a storm drain drop inlet or � - � = i - '. ` d, I r, R .. . . ....... .. . - __ - ., curb inlet. � � kt 4 E. Seeded areas will be checked regularly to ensure that a good stand is maintained. � I . � I 1 5. Sediment Trap (ST) [VESCH STD & SPEC 3.13] A temporary ponding area formed by k.,,onstructing an earthen embankment, Areas should be fertilized and reseeded as needed. I 8AC"'PLA i � � . �_: -, � � : . ! IC� `A3,RrC M 'Ht ffl'�E �. ' NOD 011WACIT tl`�` 67 CU. YD./ACRE . . I ' ! 4' MAX. "I I K%dffh%_?Md_C_e_K F. Stream diversion and storm conveyance channels shall be 'inspected daily and after . � �, � ! � .,ir. ji g4v_) -< TpF�-Jv�; 1', )�,, AVA I �` D Sft� i (EXCAVATED) 1. Surface Roughening -Areas to be seeded shall be lightly roughened & loose to a depth of 2" to 4" p(ior to seeding, Areas, which have been each rain to ensure they're functioning properly and that the integrity of the linings � : I � graded and will not be stabilized immediately, may be roughened to reduce velocity until seeding takes place. are not impaired. � I 3-1 COARSE AGGREGATE ** . . CLASS I RIPRAP 2. Top soiling (Stockpiles) -Topsoil will be stripped from areas to be graded and stockpiled 'for later use. Stockpile locations shall be located .1 : I � � Any necessary repairs or 6eanup to maintain the effectiveness of the erosion control ;1 -1 - -.- - I � I , . , " on-site in open space areas and to be stabilized with temporary vegetation. Sift Fences shall be included around all stockpile areas. devices must be made [M_Mediately after the inspection. . —I, rltr,'.', ".",_ — I 11 11-1 � I , I - j — " -1- 1. - . . , �, 3, Temporary Seeding -Afl denuded areas that will be left dormant for extended periods of time shall be seeded with fast germinating temporary - - V 11" ,,,, = . "I'll, :1 I'll � i .- __��_ � � �&., q �,� I __ -I--'- - .. ; __ � . 11 "I I , I - I , I I- . � __ - . . I vegetation immediately following grading. Selection of the seed mixture will depend on the time of the year it is applied, I - --- -_ _ .1 I . . � / I �Ijl I 'ET) = 9. Sediment trapping measures will be inst0ed as a first step �n grading and will be ,:L , 1,�T,, .111`!ii; � :. 11. I CLASS I RiPRAP LENGTH (IN FE I " I I " " _. ., � I 'L�_ - I ,_ .1 -, , - . ��,4 . , " __- _., � �' 4. Erosion Control Blankets or Mulch -Erosion control blankets will be installed over fill slopes which have been brought to final grade and seeded seeded and mulched immediately following installation. I I _.� - - - _____. ___ t �� ::::: _� . - _____ , 1. . � - , ____ , , Z - I , -"-.,.-; .,�Tl � , I "I I _: - ��_,_ . �Ti . �Ti - - . �Ti ��..J,; I- " " 0 1 �____ ` _. -, 7 . - - .-11 - _. , _�z__ �,_�__ IN . Mulch (straw or fiber) will be used on relative�y flat e , - ,�f N'�'�'!_, 4 1 _,��_ I -1, '_ __ (IN AC.) I - - [.� � ,:� , = to protect the slopes from rill and gully erosion and allow the seed to germinate properly �,�- ----:-" ,_ I - , "--. -- ,,7� ; - � UW 1, 'i1i"!:7 r '' . .;i� � - - ON 10, Permanent soil stabilization shall be applied to denuded areas within seven I - .. I j O - I '�f,�_ / jl'i, ��" i / a 4 .. , , ,,,,, _11� I --=�;Il - - - , - IN . ...; '... 1 . i IN areas and will be applied as a second step in the seeding operation. - .� 11 �M, _. , . 5. All siltation control measures are intended to prevent sediment from encroaching into environmentaNy sensitive areas or onto adjacent properties fter final grade is reached on any portion of the site. I , _'.�!11 I - � _��;I 1 , I .. - - I . , �7, �dll � ';�'�_ � 11111:_� � � I - -- _ - I 11 ,�! - i and roadways. The County Inspector has the authority to add or delete erosion and sediment controls in the field as site conditions warrant. In I I—— i. � i, . ---,-. I - - - 3- addition, no sediment traps or sediment basins may he removed without the prior approval of the County inspector. Sediment Control 11. Temporary soil stabilization shall be applied within seven (7) days : :::::::::: I - "I - "o - ", I - - .- to denuded areas that may not be at final grade but will remain undisturbed for ; P'jTT'WFICV OP FABR�!C AN,) MPF IN �' ; �, � , ; � i , . f -:::::::::: — - 6 "Maintenance Program" described below. i s � - I � i �_-____ ____��_,, U) longer than fourteen (14) days. Seeding and selection of the seed mixture shall be in z_�,�� ___! i; , . � - ��_ �:�- -_� � "�� < - - ,�- , �_ � � W & Obtain County Inspector's approval prior to the removal of the remaining mechanical sediment controls. ; - _z=_:,� - 1::2 ; � �1_ _�_7�_ 1 accordance with the Virginia Erosion and Sediment Control Handbook Standard and . �qjkp 5AURIC ___ olf, .,, � ///// . ��_��- : '' 1 Q! _� �0 � �_,_- -1 7ffi_�=-,-�,:- ,�,�,*� _,�_�_ �'� "I i 7!!� ____R - � :�5: � - �_ C14 . ; - I � __� - Specification 3.32. Roads and parking areas shall be stabilized within seven (7) days //- / �_ - �, �3F � . I , - W_ �_M � 0 P21mg0got 3LUMIAghm. � I. , - __ -, I after final grade is reached. --- I � �` I i 111�_._. ** / / ___ - 'i :... , I , COARS�AG*�E I . / // � I I I i - ,�, - 1: _1 � Z� ; 1 - CL All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Seeding shall be done with I ,._.=�Qj �jp : I I : __ I � I � . - � I 0 - , iMl .1_. � =�_7.2,� �! I I / / / / , , . _� _�9 P,%rmnnPn+ qPAfilm nf fh.- Virninia Erosion and Sediment Control Handbook Frnc�inn 12 When sedi ent is tronsnorted onto a paved - ,�� I � I Kentuckv 31 Tall Fescue acco 'I n fn qfrl Ar q ot, rnej.14 rf +k 14 *1 � I �_, 1 14 - c" " ��, � - . / � I / ( , -11 * LIJ _J W FX § ORiGINAL GROUND ELEV. TER CLOTH DIVERSION DIKE 0 � ON Is- J I �, I . l 'J l . control blankets will be installed over fill slopes which have been brought to final grade and have been seeded. This will protect the slopes from the to fiber) be flat In . I � I _,�. II'I' lZ; "I lz� U IT 1c, � �=,�_, 1 , - . I I i I i L thoroughly at the end of each day. Sediment will be removed from the roads by I shoveling or sweeping and transported to a sediment control disposal area. Street r - - I I I - ____ - 1. .. � . ; I _. _ _...____.__...._.__; I � t-ILItM ULVIM ________� EXCAVATED I ) ./ �_ -- - � AREA __� �- r, rill and gully erosion and allow seed germinate properly. Mulch (straw or will used on relatively areas. all seeding Source-. Adanted fmm.Ln �� ,an , - � , Fite; Erosion and Sediment Control Handbook, Latest Edition. The --_,-,- CD - operations, seed, fertilizer and �ime will be applied prior to mulching. washing will be allowed only after sediment is removed �n this manner. _.T4,brJk; - -(I Barr'Jen �)r ,&dirnqnt_Lqntrol, Sht-wrInd and wvanl � 11"We 3,05-1 ** to C14 Inspector. 676 to "I >_ �_ Z 0 I iw r f 0. MreaS WH= are not LO Oe UiSLUrVeU W1 Ue Vearly rnarKed by flags, sians, etc, - a_ , , ��t Tree save areas shall be clearly marked in the fie�d, 0 Stormwcter Management is to be handled by storm sewers, dry swules, bioretention, and an extended detention pond, that will collect and drain Erosion and Sediment Control Handbook, Latest Edition. The I LJ the storm water to adequate channels for ultimate conveyance to the major floodplain or downstream closed storm drain system. 14. No Erosion & Sediment Control Measure shall be removed without the permission I N existing of the Frederick County ReW Manager. `t- r - Inspector. 676 to "I >_ �_ Z 15. Dams, dikes, and diversions shall be stabilized immediately after construction. W C Phasing of Land Disturbing Activities: Z) 0 a E As -required, Sediment Control is provided through a two -phased approach. 16. Vegetable stabilization shall be uniform, mature enough to survive, and adequate to inhibit ( ) aME-L erosion. r f Phase I operations w�ll include the construction needed to divert major off-site clean water and on-site drainage flows around the work area and Do not use a, mulch for 0 (D .0 control erosion and siltation associated with initial clearing and grading operations. As required, Phase I controls shall be established in a one Cr UJ C (1) step process: MINIMUM CONSTRUCTION La dn periods.' Apply as _aTANDAR. ..DS .NAR.RAT.IVE .C: 1. Owner to obtain Grading Permit and VPDES permit as applicable. Owner, Contractor, Responsible Land Disturber and Project Engineer shall slarly. L_ Q) � attend a pre -construction meeting with the County Inspector prior to starting any land disturbing activities, 17. During construction of the pro*t, soil stockpiles and borrow areas shall be stabilized or protected with .' - I Install Construction Entrance (CE) as shown on phase I plan. Provide the Construction Entrance with wash rack as shown on the Phase I Plan, sediment trapping measures. the contractor is responsible tor the temporory protection and permanent �_: W and establish a protected staging and equipment parking area. stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from 0 3. Install sediment traps. the project site. 0 F__ 4� Install the remaining mechanical controls such as, Silt Fence (SF), Super Silt Fence (SSF) as shown on the Phase I Plan. I& Cut and R slopes shall be adequately stabilized and designed and constructed in a manner that will , 'D 5� Contact the County Field Manager for an E&S perimeter ;nspection prior to starting the clearing and grubbing of remaining site. minimize erosion. Slopes that are found to be eroding excessively within one year of permanent U) 6. Clearing and grubbing or removal of existing vegetation must be limited within the limits of clearing, as shown on the Phase I Plan. stabilization shall be provided witfi additional slope stGbilizing measures until the problem is corrected, Fill 2 185 - 275 tbs. slopes steeper than 3:1 will require a slope stability analysis and maintenance plan, a_ ?8AS". P C) -Y Q IF - The Phase It Sediment Control measures are intended for the final stages of site development. Phase I control measures, which are not in conflict 19. Before newly constructed stormwater conveyance channelq or pipn are made operGtiOnOl, adequate outlet 0 -0 with final construction and provide effective control, shall remain in place for final development. The Contractor and the Responsible Land protection and any required temporary or permanent channel lining shall be installed in both the a) I_ Disturber shafl follow the County Inspector's direction in providing additional control measures needed during the development process, to insure conveyance channel and receiving channel. L� 0 _y that sediment is prevented from polluting off-site areas, streams and/or protected on-site areas, 20. Underground utility lines shall be installed in accordonce with the foliowinq standards in addition to other Cr _J �7� applicable criterio: I The following sequence of construction is suggested: A. No more thon 500 linear feet of trench may be opened ot one time 50 - 70 CU. 1-2 cu. yds. B. Excavated materiol shall be placed on the uphill side of trenches. 0 z 1 . Rough grade the parking lots and. install utilities. C. Effluent from dewatering operotions shall be filtered or passed thraugh an approved sediment trapping W 2. Construct the base pavement for streets and permanently stabilize site by surface 1`01,lqhening followed by planting and seeding device, or both, and discharqed in a manner that does not adversely affect flowinq streams or off-site '�'�4 , 3. Install final pavement. , property, r% k 1 4. � � .4 $_ 6. 41jr.11.1 � 1. 11 re to be considered as minimum erosion and sedimentation controls, Additional controls may be necessary due to contractor's C� phasing or other unanticipated conditions. The Erosion and Sediment Control �nspector has the right to add or remove controls as deemed 14- , rl- necessary in the field, It is the contractors responsibility to provide (0 � ' . ecessary in a additional devices as n rder to control erosion and 0 0 sedimentation, Erosion and sediment6on measures shall be installed and maintained in accordance with the standards and specifications in the Q Virginia Erosion and Sediment Control Handbook, Latest Edition. The contractor is to provide adequate means of cleaning and removing all loving ' _J _J dust as necessary by applying either moisture, calcium chloride, or other approved materials along those sections of the project adjacent to existing dwellings or public access. Controls may be removed after the areas above them have been stabilized and with the approval of the County Inspector. 676 (Minimum 2 >_ �_ Z .matter. Must be anchored� C ;10�� 0 . E It is the intent of this plan to preclude sediment pollution from leaving the delineated construction zones. -2 � The Contractor and the Re,3ponsible Land Disturber shall take special care to prevent construction debris and mud from being tracked onto 0 0 surrounding public and private roads. Construction traffic shafl only enter and exit the construction site via designated locations, which have W C working construction traffic wash rocks. 3: 0 *'a 0 C The Contractor and Responsible Land Disturber shall take special care to protect the existing vegetation and streams outside of the designated 0 _J limits of work shown on the plans. I N To the extent possible, EC -2 erosion matting should be used as temporary stabilization on slopes greater than 3:11 while attempting to achieve r, cc, permanent stabilization. 0 0 5: To the extent possible crown vetch should be used cis permanent stabilization an slopes great than 3:1� . 4; During the site grading process, caution shall be used to ensure that the silt fence is not disturbed. In addition, frequent inspections of all E&S E 0 C: measures shaH be that no sediment laden water drains into Lake I rederick. . G ei a use r ac ng renc es sho be propery compaclea in order to . . � . minimize erosion and promote stabilization, E. Restabilization sholl be accomplished in accordanc.e with these regulations. F. Applicable safety regulations shall be complied with. 21. Any tree within the tree protection area that is intended to be saved, and becomes damaged seriously enough that survival and normal growth are not possible, the tree shall be removed. Replacement shall be required with a tree species that is appropriate for the locoflon. Replacement size shall be 0 4-5 inch caliper balled and burlapped nursery stock, 22, All temporary erosion and sediment control meosures shall be removed within 30 days after find 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 shaY be permonerTtly stabilized to prevent further erosion and sedimentation. - I �� `�ILT FENCE CULVERT 1A i �,[ , � I PROTECTION OCIP I V- Effolli_ I 11 I \ ii - - .- - ___ I . k_ - - _ --- - ----- I.. - � I . - "' " " N , "'.. , T1E1Y-,1A - I I I ; *__ ,-,0,,W I I _R� I . — ___ � . L !, ! � i . .- ___�L + �__ I --- I __ _ � ( � — - I _ i . . ; ---.-[.---I--.-- ;_.___..___._T.f ---- - - I ___ ____ f . ; 1 1 _( i . L I'm 511M. sv PZWF --- - ---_I.1,�,� `M ws"r,V t,� �-- ; -. ow "= , I �, — , T,kBLE 3.35-A ORCYANIC MULCH .MATF,R,tAL'; AND APP1,1CATION RATES _ — Area (ftA2) RATES: l Cumulative Vol (cu. Yds) ; MUI,CTTFS- NOTL-'S: 673 586 87 ___ 673 Per Acre Per 1000 sq. ft. . Straw or Fl[ali , 1k - 2 tons 70 - 90 N., . .. .. Free from weeds and coarse 676 (Minimum 2 >_ �_ Z .matter. Must be anchored� "� tons for Z) 0 Spread with mulch blower p4 winter cover) ( ) OT by hand. I I Fiber N4uldh Nfinimum 35 lh,�. Do not use a, mulch for - 4� 1500 lbs. Cr UJ winter cover or during hot, �41 � 0 W dn periods.' Apply as 'e�� ;7 (r LL slarly. Corn Stalk,� —_ 4 - 6 tons - 185 - 275 Ibs. -_ - CUI Or ShTedded in 44I 1 �5 �- lengtbs. Air-dried, Do not I 0 o use in fine turf aTeas. Apply �4 �� 1 Ct �_ (/) with mulch blower or by *__q �4 . 0 Z harid. I Wood Chips 4 - 6 tons 185 - 275 tbs. - Free of coarse rnatter. Air- - As'.. (.) -f� . �� P C) dried. Treat with 12 1b.s AW*k a, _WJ UJ nitrogen per ton. Do not �4 I Z me in fine turf areas. Apply V� 0 D with tnulch blower, chip �7� 0 handler, or by hand. - 1. 1. . � Bark Chips 50 - 70 CU. 1-2 cu. yds. Free of coarse matter. Air - or yds. 0 — dried, Do not use in fine Shredded i"'OUNTY turf areas, Apply with Bark mulch blower. cl�ip handler, or by hand. L , -----------L ------------------ . I ,, Wben fiber mulch is the only available mulch during periods when straw �I should be used, apply at a minimum rate of 2000 lbq./ac, or 45 lbs./1000's-rl, ft, ---Sour-ce: Va. DSWC TEA,J`P-ORAR�' .D1VF,RSJ�0iV D-IKI.,-, S 10 0. I _�� 1�1 ;.. 1 ; ; ... : �� . : I � . . . . I � � . . 1 18" Inin, . r .,� � I ..�, �!:�:�: I I . � . . % .. � . . I � .1 1. . I 1� � ., I '�,�� . —Flow . I- . - � -1, �., ".. 14 I ... 1. 1. 7�� I �� - . I.. -.-,.. 11 I __ � �__ - _::::,. __ 1 1 I.------ . .. .- _� !! = - __ =E i __ - El I Q I H - �Tll: Iii . T .., . . . i =_ ..-.-.= � 1 -------! I � I ... L , , ---�ilill�"li�'ilE��-t_ii��r—iii ..� . . . . . . . . . . . . i�. I 1 - . � . __ I ___ I ___ I ; , . � 16------- 4.5' min. ---- I . � OUTLET (PERSPECTIVE VIEW) 1992 3.35 - __ -_ ____ - ORM DRAIN 3,07-3 e i , I 0 INLET PROTECTION OP INLET SEDIMENT FILTER WIRE SCREEN - - ___� '-.1. .. , _�'� � — � Ili. Ill ....'_ .., ----__ I.. LLI;11 � .J� , -----I-- . . -____--- . I �. — � - _____ - ----= _____ - - --------- ----- - GRAVEL * FILTER -----__ RUNOFF WIRE SCREEN ; WATER FILTERED WATER WITH OVERFLOW /I',- ,I --,,,- SEDIMENT- 1011 � : ... I __ ........ I " I , �. N11 IP41111EA11111 , . . .. I . t� 4 1 \ � - - 1111� I : �*.'-, \" DROP INLET I - . . � M., � .1. � . . WITH GRATE SEDIMENT --j 1% SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. SHL VDOT #3, #357 OR #5 COARSE AGGREGATE - I . — Trap #1 Volumes Elevation (ft) — Area (ftA2) Incremental Vol. (cu. Yds) l Cumulative Vol (cu. Yds) ; �� FILTER CLOTH 673 586 87 ___ 673 - 586 � . 87 - 87 ! 674 761 51 1 138 676 :9�O�9��2(�)O�� >_ �_ Z Z 0 Trap #2 Volumes Elevaflon�ft) — Area(ftA2) Incremental Vol. (cu.Yds) Cumulative Vol (cu.Yds)_ __ �� FILTER CLOTH 673 586 87 97 . I F� I 931 56 . 143 I 676 __L__li27__L______ 87_______[ 1()l .111--N a SUPER SILT FENCE '-� SUPER SILT FENCE & TREE PROTECTION K`V1 OM LW fm W I rAm 2-r W OMM /_ OF FM 0-M VO /_ OR MWO MM V, .11 I I X �� Y', " .. ��, ,- , " , . , ", �,Xjx � ,� � I , . , " , , , , � , ''. . , � I Z " , , � �/ � , ,; . �, 'I', I , _�\ , � x " ,� . . \ /\ " X , > / , X . " V �, � ". ", � ". � . , . I �� .1 I ". X 1. "I � � - K " , . I I I ,�", � , , . . \ �,� " �,�/..'��"_ 1�:�� ""X � �,�'., , m _�/ ."�� , . Z\�, .., �, , _', � ; --- _� , , , � / . , , , , � �X� - - � .� �� -`,,�,/ �,, � ', � - ,� - ,� . � ��, , �� . .,-, ,�., , ,,, Y' 7 1 ; ,� , ., , , " , , I " . , , � ,,, 77, ,,, , � 7 , , , . �, -�%, '< , , . -1, .>, I , " .1 I, MW 111/'111 / , \ \ , I'_ I , ,� x" , ,�/ ,,�,,/ - , , ,� �� '�_ � , -., �.' " � ,� . Q/ I ;� . , ,V �,�,, ;�., , , ,�', , � , , _�7__ � > "I I W ��4��:,.>, "11, \,:,",,��,, 00- 010- _RMPECTW AEW 3r WL - P0 A* W WER OF TUTY VM Ir AOK - iST L40 OF FITFA am. ,.Irjqpm Z'"Am 91�.�aUQT L0N_.NM -SSF—SSF- FDM SKL BE 42 K,HB Ri itrA w wmm iq =aIu wgH fff LATE7 �%T DETAILS FOR CMN IN FWN. TK SK",TDN FOR A 6 FOOT FM SW K US. 301UM 42 I" FAW AND 6 FOOT LWa POSM L It POO DO IM WD 1`0 BE SO IN MM 2. aM LW Mff %E 01 FOM SECURELY TO H RICE POZ %R WK TIES OR STWO I RLTR CLOTH %iALL BE FOM SEO)REU TO THE MN I.W FWE WN 15 SPW F -VERY 74' AT'RIF TOP MD WD SECTION. 4 RILTER CLW %& flE DAM A Wd" OF e WO THE WM 5, WHEN W SECM OF FILTER UM SM RCH OR TO SNI BF OVMMM BY C K INS. 6, MNTW S�Wl BE PEWOM AS NW AND SILT 8UHIPS RNM *0 NXUS' WaOP W THE %T FW le_+� ,3.18-1 (00 \_...11 cm, Ai _1_cf-v� I A dof --- — I — - - -.- PIPE OUTLET TO FL T __ A. - AREA WITH 140 DEFINED CHANNEL PLAN VIEW : — L, - =�:: d I I -1 0%—__1 ' �_' ___Ii��A; _' `� �� - ' - r" ill T - __ SECTION A—A A �� FILTER CLOTH KEY IN 6"-9"; RECOMMENDED W > �_ FOR ENTIRE PERIMETER I F� I A 1�� -1 I J A 3do(MINi) - � t— PIPE OUTLET TO WELL > - cr_ < mxim� � �— L, � ___ i d — I I I I 9%— 1W T SECTION A—A FILTER CLOTH KEY IN 6 -9 RECOMMENDED FOR ENTIRE PtRIMETER NOTES: 1. 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'' __ __=__,�,_,_��, __.... _ "-_6 �_��_ � , I �_ - - . X I __ "" 1 t "' - �t \ � , � " -, "; , - ".- � . � I., ___ 1� . - __4,.�,�__ � � , . A __ 1.1, , I ;mww, - - , . --- DES -3-- 'j- . . I . ''I �_ -.- - . - "I I . :� � , , �, _,___�' I , CHKD � I _ - __ I , i L'.." I 1. ...... . _,A, - I 1. - I � - -1 '-- . , " , / `,"� � � �,� ." �'111- I .1, / ...- - ____.,�_ - - _,,i �. __ -1 -_ ___)t� STREET LIGHT 4 . I , ; _ , �,_ "?) -I-,,- �� _ .,.� . �� . � �T_ ; ".., , �, " (N \ i ` �. � . �";",!,- ,I � � /j I - 1, - ..... . _ I I- � 11 ,�, ,,, ,,,.,,'--, _��,_ :�_,_ , ". __ , - L1, 11- " �� " - , ,�!�!� I 1\ H. 1 " = 07 , I ,_i,',_A ��,-:- . ,�,_� X_ I 1.1_`��,_, _ - �; �. -1 '. _1 - .I.- ------ - - -, - --- _ _ . " ,- . 0 . V � -, _-1.1 - -, - " , _.. -.1. _ "I , " 11, // ,,, -) d I - __ % � , SCALE , 0 "I ,_� � %_ .- / 1.,.,L___1 ,_ - �0-11____� ', � .. V� : , ." 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Fire pane Sign Type and Specifications SIGN TYPF 'A" SIGH TYPE ,4C„ PARKING PA. l FME LANE FIRE LANE I .;2r� . ��12." Ei tjRE D103.6 FIRE LANE SIGNS SIGH: TYPE "D" SIGN TYPE M00IFtF0`D` _...,.,. .......may � N I PARKING I EIDE LAME I SPECIFICAT ONS Section 486.02(b) of the Codified 0rdirlances 4 12" (1) Each such sign shall be of metal construction, with dimensions of at least twelve by eighteen inches. NO (2) Each such sign shall show red letters on a. PARKING white. background, OR 674-2-04�-1026 18" STANDING O -with a three-eighths inch red trim strip around FIRE L. the entire, outer edge of the sign,G 0 the lettering to be "No Parking or Standing" in PARKING r- at least two-inch high. letters OR STANDING r and "Fire Lane" in at least two and one-half----` FIRE LAN E inch high letters 7'-0„ and containing red arrows on such signs to point to and indicate the fire lane area. (3) Pasts for such signs, where required by o the Fire ",Marshal, shall be securely mounted. Grade Level (4) (Intentionally omitted) a (5) Each sign shall be mounted seven feet frorn grade level to the bottom of the sign C� and must be within seven feet of the 0 parking curb or curb tine. FIGURE 6 4-43 Adoption Date: 05/08/2401.3 MUTCD "ONE WAY" OR SIMILAR MUTCD "STOP SIGN„ OR SIMILAR R6 -2a PARKING LOT LANDSCAPING: INTERIOR LANDSCAPE REQUIRED: 1 SHADE TREE FOR EACH 10 PARKING LOT SPACES 611 PARKING LOT SPACES PROPOSED = 7 SHADE TREES REQUIRED 8 SHADE TREES PRONADED PERIMETER LANDSCAPE REQUIRED: 1 SHADE TREE PER 2,000 SF OF IMPERVIOUS PARKING LOT AREA 46,614 SF IMPERVIOUS PARKING LOT AREA PROPOSED = 24 SHADE TREES REQUIRED BIORETENTIQN STOftMWATER LANDSCAPING 25 SHADE TREES PROVIDED PLANT SCH DULF KEY QUANTITY BOTANII CAL NAME COMMON ~i- 9 Acer rubrum Red Maple 2.5" cal. RIORETENTION STORiV11111ATER SHRUBS 21 iteavirginica VirginiaSweetspir€ 24"-30" PLANTSCHEDUE f BOTANICAL k_ is +. COMMON i INTERNAL PARKING 4 ♦ * SHADE w 25 Acer rubrum Red Maple Acer griseum Sugar Maple 25" cal. 2.5" cal. LANDSCAPING NOTES: 1. ALL PLANTINGS SHALL CONFORM WITH §165-203,01B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANTING SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). 2. ANY PLANT SUBSTITUTIONS DUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 3. NO TREES, FENCES, OR SHRUBS SHALL BE LOCATED WITHIN ANY F.C.S.A. EASEMENT. METHODS AND MATERIALS 1. THE CLASS OF TURF GRASS SOD SHALL BE STATE CERTIFIED OR STATE APPROVED SOD. 2. SOD SHALL BE MACHINE CUT AT A UNIFORM SOIL THICKNESS OF ONE INCH. PLUS OR MINUS 1/4 INCH AT A TIME OF CUTTING. MEASUREMENT FOR THICKNESS SHALL EXCLUDE TOP GROWTH AND THATCH. 3. STANDARD SIZE SECTIONS OF SOD SHALL BE STRONG ENOUGH TO SUPPORT THEIR OWN WEIGHT AND RETAIN THEIR SIZE AND SHAPE WHEN SUSPENDED VERTICALLY FROM A FIRM GRASP ON THE UPPER 10% OF THE SECTION. 4. INDIVIDUAL PIECES OF SOD SHALL BE CUT TO THE SUPPLIER'S WIDTH AND LENGTH, MAXIMUM ALLOWABLE DEVIATION FROM STANDARD WIDTHS AND LENGTHS SHALL BE 5%. BROKEN PADS AND TORN OR UNEVEN ENDS WILL NOT BE ACCEPTABLE, 5. SOD SHALL NOT BE HARVESTED OR TRANSPLANTED WHEN THE MOISTURE (EXCESSIVELY DRY OR WET) MAY ADVERSELY AFFECT ITS SURVIVAL. 6. SOD SHALL BE HARVESTED, DELIVERED AND INSTALLED WITHIN A PERIOD OF 36 HOURS. SOD INSTALLATION 1. DURING PERIODS OF EXCESSIVELY HIGH TEMPERATURE, THE SOIL SHALL BE LIGHTLY IRRIGATED IMMEDIATELY PRIOR TO LAYING THE SOD. 2. THE FIRST ROW OF SOD SHALL BE LAID IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND TIGHTLY WEDGED AGAINST EACH OTHER. LATERAL JOINTS SHALL BE STAGGERED TO PROMOTE MORE UNIFORM GROWTH AND STRENGTH. INSURE THAT SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHT IN ORDER TO PREVENT VOIDS WHICH WOULD CAUSE AIR DRYING OF THE ROOTS. 3. ON SLOPING AREAS WHERE EROSION MAY BE A PROBLEM, SOD SHALL BE LAID WITH THE LONG; EDGES PARALLEL TO THE CONTOUR AND WITH STAGGERED JOINTS, SECURE THE SOD BY TAMPING AND PEGGING OR OTHER APPROVED METHODS. 4. AS SODDING IS COMPLETED IN ANY ONE SECTION, THE ENTIRE AREA SHALL BE ROLLED OR TAMPED TO INSURE SOLID CONTACT OF ROOTS WITH SOIL SURFACE. SOD SHALL BE WATERED IMMEDIATELY AFTER ROLLING OR TAMPING UNTIL THE UNDERSIDE OF THE NEW PAD AND SOIL SURFACE BELOW THE SOD ARE THOROUGHLY WET. THE OPERATIONS OF LAYING, TAMPING AND IRRIGATING FOR ANY PIECE OF SOD SHALL BE COMPLETED WITHIN EIGHT HOURS. SEEDING SPECIFICATIONS 1. SEEDING: ALL SEEDING SHALL BE PERFORMED PER SEEDING CHART. NO SEEDING SHALL. BE DONE ON FROZEN GROUND OR WHEN TEMPERATURE IS 32' FAHRENHEIT OR LOWER. 2. MULCHING: FOLLOWING SEEDING, APPLY A ONE INCH LAYER OF STRAW TO HASTEN GERMINATION, STRAW MULCH SHALL BE ANCHORED BY EITHER A MULCH TILLER, ASPHALT EMULSION, CHEMICAL MULCH BINDER, TWINE OR NETTING. 3. FINAL ACCEPTANCE: FINAL ACCEPTANCE AND WARRANTY PER AGREEMENT BETWEEN OWNER AND CONTRACTOR. SITE TABULATION FOR LAWNS WITHOUT SOIL TESTING FERTILIZER AND LIME APPLICATION RATES SHALL BE DETERMINED BY SOIL TESTS. UNDER UNUSUAL CIRCUMSTANCES WHERE THERE IS INSUFFICIENT TIME FOR A COMPLETE SOIL TEST, FERTILIZER AND LIME MATERIALS MAY BE APPLIED IN AMOUNTS SHOWN UNDER #2 AND #3 BELOW. 1. PRIOR TO SODDING, THE SURFACE SHALL BE CLEARED OF ALL VEGETATION, TRASH, DEBRIS AND OF ALL ROOTS, BRUSH, WIRE, GRADE STAKES AND OTHER OBJECTS THAT WOULD INTERFERE WITH THE PLANTING, FERTILIZING OR MAINTENANCE OPERATIONS. 2, WHERE THE SOIL IS ACIDIC OR COMPOSED OF HEAVY CLAYS, GROUND AGRICULTURAL LIMESTONE SHALL BE SPREAD AT THE RATE OF 100 POUNDS PER 1,0700 SQUARE FEET. 3. SLOW RELEASE NITROGEN AT THE RATE OF 3.5 POUNDS PER 1,000 SQUARE FEET SHALL BE APPLIED TO THC- PREPARED HEPREPARED SOIL JUST PRIOR TO SOD INSTALLATION. THIS MATERIAL SHALL BE APPROXIMATELY 1/3 IMMEDIATELY AVAILABLE AND 2/3 NATER INSOLUBLE NITROGEN. UREA FORMALDEHYDE (UF) AN DISOBUTYLIDENE UREA (IBUD) MEET THESE STANDARDS. S®IL, PREPARATION O SEEDING OR SODDING 1. EXISTING SOIL OR TOP SOIL STORED ON SITE AND SPREAD AT A 3"--4" DEPTH OVER AREAS TO BE SEEDED SHALL BE USED FOR ESTABLISHMENT OF TURF. ALL SUBGRADE AREAS TO BE SEEDED. SHALL BE LOOSENED BY DISCING OR BY SCARIFYING TO A DEPTH OF NO LESS THAN 4 INCHES. ALL ESTABLISHED/EXISTING SITE GRADES MUST BE MAINTAINED. ANY ALTERATION OF EXISTING GRADES COULD CAUSE DRAINAGE PROBLEMS. THE AREA TO BE SEEDED SHALL BE FREE FROM ROOTS, BRUSH, STONES AND TRASH LARGER THAN 1-1/2" IN DIAMETER OR LENGTH. 2. SOIL TESTS SHALL BE CONDUCTED TO DETERMINE EXACT REQUIREMENTS FOR BOTH LIME AND FERTILIZER. SOIL. TESTS SHALL BE CONDUCTED BY A STATE LABORATORY OR RECOGNIZED COMMERCIAL LABORATORY. A. FERTILIZER: ALL FERTILIZER SHALL BE UNIFORM IN COMPOSITION FREE FLOWING AND SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT. FERTILIZER APPLICATION RATES SHALL BE DETERMINED BY SOIL TESTS. FERTILIZER SHALL BE DISTRIBUTED EVENLY OVER THE ENTIRE AREA TO BE SEEDED. B. LIME: LIME MATERIAL SHALL BE GROUND LIMESTONE (HYDRATED OR BURNT LIME MAY BE SUBSTITUTED) WHICH CONTAINS AT LEAST 50% TOTAL OXIDES (CALCIUM OXIDE PLUS MAGNESIUM OXIDE) APPLICATION RATES FOR LIMING MATERIALS SHALL BE DETERMINED BY SOIL TESTS. LIME SHALL BE DISTRIBUTED UNIFORMLY OVER THE ENTIRE AREA TO BE SEEDED. 3. ALL LIME AND FERTILIZER SHALL BE UNIFORMLY MIXED INTO THE TOP 4 INCHES OF SOIL BY DISCING, HARROWING OR OTHER APPROVED METHODS. ANY UNDULATIONS OR IRREGULARITIES IN THE SURFACE RESULTING FROM FERTILIZING, TILLING OR OTHER CAUSES SHALL BE LEVELED PRIOR TO SEEDING. LANDSCAPE SPECIFICATIONS 1. ALL PLANT MATERIAL SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARDS AND TO "HORTUS THIRD" (1977 EDITION) FOR BOTANICAL AND COMMON NAMES. 2. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM NATURAL BALLS OF EARTH. BALL SIZES SHALL BE IN ACCORDANCE WITH A.A.N. SPECIFICATIONS. ALL CONTAINER GROWN STOCK SHALL BE WELL ROOTED AND ESTABLISHED IN THE CONTAINER IN WHICH IT IS SOLD. AN ESTABLISHED CONTAINER GROWN PLANT SHALL HAVE A ROOT SYSTEM DEVELOPED SUFFICIENTLY TO RETAIN ITS SHAPE WHEN REMOVED. 3. NO PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION EXCEPT FOR PRUNING OF DAMAGED OR DEAD BRANCHES. 4. ALL PLANT MATERIAL SHALL BE COVERED AND PROTECTED FROM EXCESSIVE DRYING DURING TRANSIT AND DURING ON SITE STORAGE. 5. ANTI -DESICCANTS SHALL BE APPLIED ON ALL MATERIAL DUG WHILE IN FOLIAGE. 6. MULCH MATERIAL SHALL BE WITHER SHREDDED HARDWOOD MULCH, PINE BARK OR APPROVED EQUAL. MATERIAL SHALL BE MULCHING GRADE, UNIFORM IN SIZE AND FREE OF FOREIGN MATTER, 7. TOPSOIL MIXTURE SHALL BE TWO FARTS EXISTING TOPSOIL MIXED EVENLY WITH ONE PART SPHAGNUM PEAT MOSS OR PEAT HUMUS, EXISTING TOPSOIL SHALL BE FREE OF STONES, LUMPS, PLANTS, ROOTS AND OTHER DEBRIS OVER 1--1%2 INCHES. IT SHALL NOT CONTAIN TOXIC SUBSTANCES HARMFUL TO PLANT GROWTH. TOPSOIL SHALL HAVE A PH RANGE OF 5.0 TO 7.0. 8. PLANTING PROCEDURES FOR TREES AND SHRUBS: A. PLANTING SHALL OCCUR IN ACCORDANCE WITH ALL DETAILS. B. TREES AND SHRUBS SHALL BE PLACED IN THE PLANTING PIT, BY LIFTING FROM THE BALL (NEVER FROM THE BRANCHES OR TRUNK). ALL PLANT MATERIAL SHALL BE PLACED IN A STRAIGHT POSITION WITHIN THE PLANTING PIT WITH THE MOST DESIRABLE SIDE PLACED TOWARDS THE PROMINENT VIEW (SIDEWALK, STREET, ETC.). C. THE TREE OR SHRUB PIT SHALL BE BACKFILLED WITH A SOIL MIXTURE, AS PER #7 OF THESE SPECIFICATIONS. THE PIT SHALL BE FILLED HALFWAY INITIALLY AND TAMPED FIRMLY, ALL ROPES, WIRES, ETC. ON THE ROOTBALL SHALL BE CUT AND THE BURLAP OR BALL WRAP PULLED BACK TO THE EDGE OF THE ROOTBALL. COMPLETE BACKFILLING THE PLANT PIT AND TAMP FIRMLY. BACKFILL SOILS SHALL NOT COVER THE TOP OF THE ROOTBALL, MULCH THE ROOTBALL AND SAUCER WITH A MINIMUM OF 3" SHREDDED HARDWOOD OR PINE BARK MULCH. WATER THOROUGHLY OR UNTIL PLANT PIT IS FILLED WITHIN ONE HOUR OF PLANTING. D. REMOVE ALL TAGS, RIBBONS AND BINDING MATERIAL BEFORE PLANTING. 9. FINAL ACCEPTANCE AND WARRANTY PER AGREEMENT BETWEEN OWNER AND CONTRACTOR. + GO FJOVCAMES 'NAM 5: 1`+o� B 05 (7 IPLAN STATUS 6 17 COUNTY COMMENTS COUNTY COMMENTS 1/20/1 FREDERICK WATER COMMENTS 12/22/1A APPROVAL SET DATE lw�z/ RR DD DESIGN DRAWN CHKD SCALE ! JOB No. 674-2-04�-1026 DATE. JAN, 201 7 FILE Na. J 0 ui r- r 'No � o (n � a 2 C� n 0 c ILL cc * co Q_ C) m C V • CL '' COUNTY PROJECT 05E 0 X Z6 M LTJ U) + GO FJOVCAMES 'NAM 5: 1`+o� B 05 (7 IPLAN STATUS 6 17 COUNTY COMMENTS COUNTY COMMENTS 1/20/1 FREDERICK WATER COMMENTS 12/22/1A APPROVAL SET DATE lw�z/ RR DD DESIGN DRAWN CHKD SCALE HV: is V: JOB No. 674-2-04�-1026 DATE. JAN, 201 7 FILE Na. ? 2- -CP- 026 r (n rT1 0 ILL cc * Q_ 0 V • CL '' COUNTY PROJECT + GO FJOVCAMES 'NAM 5: 1`+o� B 05 (7 IPLAN STATUS 6 17 COUNTY COMMENTS COUNTY COMMENTS 1/20/1 FREDERICK WATER COMMENTS 12/22/1A APPROVAL SET DATE DESCRIPTION RR DD DESIGN DRAWN CHKD SCALE HV: is V: JOB No. 674-2-04�-1026 DATE. JAN, 201 7 FILE Na. ? 2- -CP- 026 SHEET OF In As be Im an to M b b am PX to w. 1 lo,�, bn a on 1 Fit, WPM, Luminaire Schedule Symbol Qty Label Arrangement 'Total Lamp Lumens LLF Description BUG Rating #1 10 SLO SINGLE 14000 0120 175w fOH, Type Ill 62 -U2 -G2 �b ------ SpM Qht 5 SL -2 SINGLE 14000 0.720 175w MH, Type V ------- B2-U2-Gl Parking Lot 14 Q SINGLE 0.720 50w MH Bollard 80-Ul-GO GENERAL PHOTOMETRIC NOTES: 1. ILLUMINATION LEVELS HAVE BEEN CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS z UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH THE ILLUMINATING ENGINEERING SOCIETY ba to to to APPROVED METHODS, /7 A AMN I AX � V, " , . lo"", Q . - If to to 1.30' A t I to 011 by y to be to -bo;P- So A an to Wo I bm .0 to he 11 R ----- - 'In 6, 1 1A 163 4- a A Wi �,n. _14v 0 . . . . . . . . . . . . . UaICUIatlon Summary Label Cak;Type Units Avg Max Min Avg/Min Ma.yJMin Sidewalk Illuminance Fc 1.28 3.1 0.1 12.80 31.00 SpM Qht Illuntinance Fc NA. OR ao NA. WX Parking Lot Illuminance Q 0.0 N A. N.A, CT1AL ILLUMINATIOR'LL-LI-ELS MAY VAR FROMTHE PREDICTED RESULTS SHOWN ON THIS PLAN DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER FIELD CONDITIONS. 1 THE POINT -BY -POINT ILLUMINATION CALCULATION GRID USES A 10 FOOT BY 1 %0 [ILI+ to by n by 11 W, 11 be to he he to In Am to In to to he to to 1 by to he he to be ?A by he b 0, to ad to 0� z to �b to to W to *Go 'am on to to a, 1.0 he he Q4 In b hAl BUT he he a to ba to be to to In oil to Do he Ili, 1, (.5 A AV 11 A IA to I I bx; .6 to to to he he 1. to to JA to 1 \0 h 0. 141 Q be of 11 to So ho is by 10 to 5 am he 0 1 n to to 11 to to a by be to to to to V:s A., bo� to' to by In N" Cr 112 to! to to li be to Q, by he by to to bi he he I to to, m he t L.40 O� On he by by on to Am to Ito by se by z LU < be to he baq Im an to 10 Am to 110 -00 it P11 b by b he to to 0 in be be 0,11 by he he by by to In to V to by to by to Pa be by to an Lwi CL 0 AM z 1 ta by In to to to to be an, am to In by by to bat b. to me to he A b. be to to to bm to at by 16 am t o to bi- 0o L11 06 he ho be he of A 0 by, LU_ "In 1.0 by F_ 10 be, to Am to In by to to he to to he lo W. $000W"ho to to t. an by by ho by -W, am to he be , y k Im In be to A to bw to b o %a be wood, ON to %A 1 by, h' he by b7 in" 0 .0 LWI 12 he he be he In I in to be In to to I, to Im In to by be by to to to I by to A ALAN to In' b a Tor be he to to A he an to th. bor aoi an by In by Am- .11 by by to he\ c) '�;.o be to to bo an to to In by by he to to to an by to 0 to 10 be by he Iwo t hi W IV bi b2 Wi bA to of bs lk We am by to to to to !�!" 11,14 , be a to to to, he An by to to 0 to k Ii.1 13 &1 h! he b be bw: Am "��12 an to be be bm he to 40 to to by 01 be i its Vo to )% 02 0.2 13 to t" to hol to A bm by A be to be to by So he x; by he Sh. to to LL] M-9 W CC) ho l.c. b.o VA, an a to a by to ho A to AM 4,�, 4�n, he to bo� bn. b.3 11 as LZ as SA / be be to to\ of AR�ING �PT (�LCYI TI A N M�� 0 13 1. 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LWI .0 to QM VID In 01 A he \10\1 a '10 IV b.1 I, U L, QA bm bA tl AIR b; to WN to In by z Y4, "N, b a -1 ')m to 'a. o to an to he 10 to ha. 0 .... . .... .... by -3 45 -1 I. an by, to by 1w an 0,011%, on he 'he L4 - - +., - UCj 11 to b.2. h4 T FAA i 0A e. by Ao -to b lim 10 G NA be jig y 6 1 Uj 0 to b 7 t be he to be he W, 1. 1 :. �. 1 0 .0 by 'L:o to was A. ly W 15 �\_14 7 'T.2 015 0 10. a Am he to to 1. !14 a bm be to -be t to. j to 0 by bj I lb to to to to b 16 Q to bm A 00% to to he be to 0 An la he hol, Sh to Ilk bit 4� blo z it. ant -a 01 L-2 ')a &,7 1.2 by SDP # 08 17 to by In A to to to to he to bk, IV to Am In to 1§0 to An A COUNTY PROJECT NUMBER to by 12 WS Sts IN bA be ho to t 1. 1 U -10 to to to to to Lo to by ho i 10 D.6' Go hG o ........... by *12 b� % A ,, A 0; by In ` a be -,a 05' he to be to t. Oka to An he by: by to a IV U t 3Z; 'D �.,,�ho to to kne Ay:'Ao K, ha 1. to by Nz lit lit, MAI � � I 1& 0 il to a tol to 1, we 7777-;� )y I W to to in to to be %'o -be ty by I'D LA pill i + he to In by �tg to 'Go --h 4P D i w WATRS 10 U to t1tv 10 Sm W A It In 17 to to to t be to to to to he to to to to I by to to y by VX, In to an to if 0 he No 58505 be b 8 to 4" 12 h2 be to to to to 1A to "to am to by; he A? on, Ste a - "v 15 -6 A� —u by A. 6 be" m 1.9 A z W ":3 ho Go lom�.�'�'by yz C 7 % III I'D be to be 'to. to W t is Is hi W by In to am be by to to An to to by bi LA to W ty to 11 11 t.2 In 7 4�7 4L VP j0h JS) \ % to to -0 IR J Ac? W S$W WK Q ho be an he I A by by Q ho on' 7,16 ho to tb la -q to I to U11 to ho� to 11 12 12 10 it to An by to, to in to by n,ho!" PLAN STATUS 0 0 tk' A.(X, *0 to to- to `U_ bA '16- he by by an 0 bi *2. a 1.4 bo "I". 04A by to ty. to an by ��/17 COUNTY COMMENTS in, 1% to to to to a- Im A., b6., a WIS /17, COUNTY COMMENTS 6 by he WE to IN �.(; b.'n hu-, to., B196,1n, ADM` 4�, 1PROP IN 7062� ' 1 - DA 1.14 +0A, "" . . An 1044�" 0 to to to In jy�t,_ "t 0 he by he to ber by to I n 3--\ E90Y 60 SLU 1/20 17 FREDERICK WATER VERTIPAL SPILL LIGHT 5; COMMENTS + t:o�,� 1m, U Q as 3 5 be by to In ACV 150002 Ay' -1o, lo bo�-- An 16" by, he SO ho ho to, t's - - - 11 k0or to Am to to ba to by, -I to W,, bo 54 ?IQ CALGqL EQ 9 S'ABOVE. by ULAR TO 1 2/22/1 APPROVAL SET GRA05 PEIEN61(� -,a to ho' to hor-_ to he, +4 to +bn 1.9 2 05 to to to be to be 'to to, to he b>� 1 -0 IT he bi ki I TV n , , hm At by to 4p b h, Zz� 0" �,RQPERTWINE oeel �7 'J, C tit' n 0 to )m be 'th 'b,2 bA 1A 1A 11 it SL,, X. by an be, he Ix bs by VIP! j; ar as Liol ME Im he to to bA to I to he to In he Q In to Do A� I b, bi M WA 11 W 4 DR be, he ba: I -So 50 to ki b to to to by be be is fi&L -41 3 A a, I,, A l't'. "_1A DATE DESCRIPTION 00wz 1, 1A b6 -7T; 0-2 bi . 0 1 -8m ij,67_ .-a, V_11�0 b a Ix yy 8RD RJW an. to by IA to -- ilb TV -12 ___F2 .0 A_ be to DESIGN DRAW CHKD jV. I . P N 4 - to ho tft�j�o b_*& IV he he It to -0—is ju jo 11.0 by he to to 1 10.0, to by by In am to he -.4 41 V: SCALE In 'am hki�� to he b, 0 En to by In be to be JOB No. 6742-04-026 NW v to by�, A.d to to to he by to be hm to 6 am to to be It. . _:t 0! he by In be .0 t I t - to am DATE JAN, 2017 61 to to -a \11, 1) to "ioi l 7A oil 74 G F6, .*51, + be be ho be 'am I. a to he tz by 15 0 30 60 FILE No- 6742—D—CP-026 ................ Q, -AV ..1k 612" vim GRAPHIC SCALE 670 t.o to b v to to to -,,.n t1to N, ao� .6 1" = 30, 26 OF 28 SHEET I, Ig FREDERICK CU ONTY SANITA1 TON AU'll'i-IOW-1-Y OCT 2011 Va$vco, Inc valve box assembly: general backfill lid: Figure No. 7 marked WATER' trench width Construefion --,Votes concrete wedge top %ecficn: Figure No. 7S26TO as required CertainTeed Rexus 24' manhole cover no. CDRU60EH anchor bolt - 4 ea. bottom section: Figure No, ISOB24 concrete pad 1. The Authority's Water and Sewer Standards and Specification.,; are available at www.fesa-water.com 2" adjustment ring with 1'-6' dia. x 6' deep butyl joint sealant on .. 2. The C011ttaCtOT Shall adhere to the Authority's standards and specifications in effect at the time of construction. 2" custom setter (meter by FCSA) sup and bottom location --marker - 24' select varies at property line standard flat top for backfill 3. The contractor shall coordinate with and arrange for inspection by the Authority, (see note 3) 21 max. 4' diameter manhole varies to property line finished concrete pad 18' dia. finished grade of Ail backfill to be compacted to 95% grade 4. The contractor shall connect a new sewer li" to an existing manhole by core drilling the manhole. x 9' deep 14/ \IV \V/ 61 of ASTM D6138 r�aximurn dolsity \V/ avement or earth > 5. A new water (or forced sewer) main shall he connected to an existing main by a wet tap. 6" stone6, stonp 6" stone The Authority shall furnish all needed material and make the tap. X meter interface unit roac[4� 'SCH 80 PV made. FIP cap ston�) 61 An Application for Wet Tap shall be submitted and the initial fee paid before the to is screw type roadway box 2� ,,-bracket furnished by 00 6. Exact locations of water and sewer services on new lines are to be coordinated with. the Authority's inspect -or. 27- 29' FCSA and installed by 2' service saddle 2" brass STANDARD 2" CTS polyethylene T ell, V nipple, 2" long tubing (PET) 200 psi .4, 12" T� I general backfill geriend backfill Z� corp.stop PIP PJ coupling 7. The Authority's maintenance division shall furnish and install all water meters. through 2 inch in size. 48" • min wJ SS inserts at all 2" SCH 80 PVC FfP x Nnser section for 4' Mill -neter box assembly installed correctl connections diameter manhole 48' female solvent weld It is the contractor's responsibility to have the I y Coupling with cutouts Before a permanent meter is installed-, concrete pad V-6" dia. x 6' deep a. The meter box, with its frame and cover, most be property aligned with the coppersetter. as iequired 3'min. b, The frame and cavvi-shall be set to final grade. brick base fi nished nm g"ode c. The distance between the top of the cover and the coppersetter shall be bctwmn 18 and 21 inches. ===D .. I.;- . . . I . E location 24select locationr select 2" min. 90. & All components of the meter box assembly shat I be in proper working order. 24" Z' min. - 611 max. marker backrM backtilt stone concretf, AK177 S. For services that connect to uxistinu fines: 6 support blocks 6' stone stone M P 6r stone under custom setter .'P�Ipllng 61 a. The Authority shall furnish and install: 'T services 12 gauge solid insulated 112 O.D. 1. all V4". I ", 11/2" and 2" Wale cc$ saddle with PJ XIP coupling and 1!2 O.D� 2. all sewer services. corporation Stop copper wire for line tracing, MIP plastic plug 2'5CH 60 PVC adjustable valve box taped at 10 foot intervals one to be screw type b. The owner/developer shall: ... . ... st water main (see note 4) 2" SCH PVC solvent minimum of 6" valve box adaptor L 1. coordinate (or have the contractor coordinate) the location of the service lateral with the 6:2 stone - engineering assistant weld 9G' bend with above top of base Authority's ball valve curb stop with PJ IM" weep hole locator marker CONCRETE CRADLE CONCRETE ARCH 2, subnt an Application for Service and pay the required fees. (CTS) both ends With 2' OTS polyethylene - 61' stone stone general backffll gate valve operating nut 2' ball valve r fitter cloth 9. All water service lines must have a backflow prevention assembly (double check valve or RPL, as required). The lohing (PFTR 200 psi stop w/ 2 e DIP Harco PIP X PIP w SS inserts at all assembly must meet ASSE standard number 1015 or 1013. valve operating nut stone NOTES- connections LOSCH 80 PVC MIP 6 x female solvent 10. All fire lines roust have a backflow prevention assembly (detector double check valve or. RPZ, as required). The 1. Water service crossing street shall be encased in weld coupling . ... .. assenibiv shall tic ASST standard number 1048 or 1047. Any exteriar, privately owned fire line shall also have SCH 40 PVC or SDR 21 pipe. The piping shall ......... . .. .... ..... ........... ..... .. ..A -evention unit. Radio rend run from one fact beyond sidewalk. across street, ........ . ..... locaticin marker 24" ,a fire service meter,Thiq a-scrnbly shall he inemlled immediately before the backflow pt to one foot beyond sidewalk. remotes -ire required. 2. Install 12 gauge solid insulated copper wire (for line tracing) ...... .. from corp. stop to into the meter box [ wrap wire around I L The Authority shall review the mechanical laps for design and material approval of a building's� corp. stop; wire to be taped to top of PET at 10 foot mechanical joint a. domestic water meter and its backilow prevention device, andior its intervals: come up into motor box; wrap around bottom of angle ball valve; terminate with 12" tall piece]. .... .. swivel tee with b, fire service linc'i backflow prevention device. ....... 6" branch CUTOUT DETAIL CIL LU In 0 E approvesewer pump Sol, X4 .......... 0 j')� DEQ must also p stations. FCSA requires a copy of DEQ's Certificate to Operate and a (typical) '':X .6, Copy of the station's DE . .. ..... QV V concrete .Q approved.O&M rnarmal.'ThOc documents must be received before substantial ty3 (3 THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE co 1w1 C: co-Mlctiaii.is issued and water meter's released. WATER MAIN FLUSHING ASSEMBLY 6k0ed 20't' CONCRETE ENCASEMENT I VAND 2" ...... t V .7- FE13 09 .. ...... ^77,7,777. TRENCH & BEDDING : as rata 0 aQ Capitol Foundry or VA, Inc. traffic METER INSTALLATION Q FIES ®s bearing dearoulflamphdo frame FES 09 11 - and cover, Item No. VS -,9k',; on E m E 'ETDING W TR'"NCH 0- TO 1J c3 (D LL 0 Panella Model PA4GV-CSK (41 casit; 0 E (D CL -0 iron 6 - cleanout cap with staridwd gasket and brass APR 09 piug having at countersunk square head ooricrela skid pad STAND"ARD I)ITETAIL finished 24' dia. X "sleep 1:t grade 1.5 2 WATER "M ET E R. WATEN MAIN FLUSHING HYDRANT DETAIL (NOTTO SCALE) Nw T N7 (NOT TO SCALE) 12- 6' mile CONNECTION ASSEMBJ-J-1 < (NOT TO SCALE) (NOT TO SCALE) L z 0 > (HARD WIRED (HARD WIRED D D 114• LEVEL CONTROLS) •OPT10114 LEVEL CONTPOLS' OPTIO's: F1 DH272 -97 ACCESS WAY VENT, "s FEI D H 2 7 2 GRINDER SF�WER PUMP STATION (WIRELESS z LEW-1 CONTROLS) LEVEL CONTROLS) C14 -J C14 sanitary EIDR272-97 rL%) R 2 7 2 sewer main Wye STRAIN RELIEF CORD General Yotes I LA 0 'N -t-- 4�� hand CONNECTOP GASKETED LID, HDPE C) POWER/ALARM CABLE 3: INTERNAL WELL VENT 1. Pump station shall be installed NT Sanitation Authority's standard drawings. 6 `-0NDUCTOR W/GNO 17 2.0" DIA. < GRAM MVST 2. Pump �'talion materials (wet well, pumps, electrical controls, etc.) are to be reviewed and approved ........ SLOPE AWAY FROM E/0NE EQUALIZER DUAL WALL, CORRUCATLS �DPE ACCESSWAY by AliLliority's engineer. Two copies of submittals are required. < -'-13, stone FIELD JOINT REOL"REC STAT ry FOR MODELS ntion Authoritv's endrieer shal I make application for cloctric and telephone service. LJJ FLECTRICAL OVICK DISCONNECT 3. Sanit, 01-1272-97, DH272-129, 01`12,72-160 NEMA 6P (FQI)) In addition to restraining each joint of the fitting, 0 LLJ All pipe and fittings shall be $DR :55126. 4. Pump stahon shall be pre-engineered. ft shalt be a duplex unit and be capable of providing the cl ; . DR272-1)7, CR272-129. DR2-,2-16o 1 0� .......... . any 2 b adjustment top . standard finished 7Z2" brass n 1,,p I rn'i� "0' Loa joint that falls Within the specified length of STAN -ESS STEEL HARDWARF LL atc at the total desi&m head stated in the drawings- W VFLD ASSJE�GLE_ (16 PLACES) pump r, each branch of the fitting shall be restrained. -ovid GRAVITY SEWER CLEANOUT TAPE -FIELD LOCATE- 5, Control.- gliall be pi ed by the pump manufacturer. Controls shall include low voltage, short covFfz < 4� -igth of pipe (PVC or DIP) L = restrained lei OVER -24- FEB W DISCH THREAMT) INSM (le PLACTS) DISCHARGE FPT circuit. and overload protection in all phases. They sball Mso provide the functions listed oil rhe INVERT INLET. GROMME' (304 S'51) D =pipe diameter OEPTH drawings and in the FCSA specifications. N TO ACCEPT 4.50' OD - r-4 T-) A '5 T T rP-\7 0 V TATU 1D OT V A -T TrP nVrP A TT 1�7 --- �7 11 , I U IJIT!J vy JL!Ji�l 1.J 1:J I t -LI 1J V�- DETAIL. FIELD JOINT 0VSr COVER SLIPPUED FOR SHIPMENT (N01 1 SET INSTALLATION INSTRUCTIONS SUITABLE FOR 91JR�AL)% QUICK DISCONNECT ASSY. (304 5.5) Alarm systernsbatl monitor the main poweT supply, the auxiliary power supply, failure of each pump to discharge, high liquid level in the wetwell, and have a test function. 15. Guide rails shall be stainless steel. D 61. 81, 12" 16, 18" 20' 24" 1B" : UJ (NOT TO SCALE) 1 ALrrN S F)) r5h n0SF -) nYL N 1 1 a _ rip 6 us Cl) 96.0 1 FOR rURI"EIR DETAILS __-S,S. CAST BALL VALVE 7. NjrnD rail -,vstemshall he bvnurrinmanufacturer and be fitted to the specified rump. Thewstem L (ft) 60 - 60 100 140 160 0 L13 U) LIJ 1-1/4" DISCHARGE LINE b limited i shall include all the necess-,Try components ror proper operation. It shall include, but not e cc 01SCHAROF I (3o4 S.S.) TEE, CROSS, WYE LL z to, the stainless steel rails. breakaway fittings. and moveable fitlings for connection of the pump, H 0 40.3 in_.._ nAt vE 8. Electric service shall be I 10/20X volt, 3-phase, 4 wire. j 4o, (NORYL) L W Z 9. Pump-, shall he 208 volt, 3-phase. W ANTI -SIPHON VALVE treated 21' x 41' post ALARM ALL J concrete skid pad ?-- (NORYL) 10. Each sewage pump shall have an hour meter which shall record aectunulated running time in hours. w; top 6" painted green CONTAINMENT W 18"x 18'x 6" deep 0 i W a. 7 it 2 11. Pump control shall provide for alternate purnp operation. 680 rrrn L5 OND z 1.21 Mercury float switches steal I be used. finished grade 220 gal 0 832 L \V/19 irl D 13. There shall be no clectrical splices or boxes in the wet well. 1 476 OFF L = restrained length of pipe (PVC or DIP) C 15, in FIBERGLASS REINFORCED TAW 14, Flanged ductile piping (for 4" lines) or SC 80 PVC piping (for 2" and 3" lines) shall be used in W 132 gal 37 5 mm 1/2' NOWNAL WALL THICKNESS LJ DISCHARGE- 1-1/4 FEMALE INLET= EPUM GROMMET FOR 500 L D = pipe diameter PIPE TFREAD -1* OWY PIK (STANDARO) 94 275 GALLON CAPACITY the wet well and valve vaull. screw-tvoe roadway box - - 1 356 L 1/0-1 Ow oi 0 with lid marked "SEWER" -s"stone -N z 15. Guide rails shall be stainless steel. V D 6" 8" 1 12" 16" 1B" : 2(f 24" 1 ALrrN S F)) r5h n0SF -) nYL N 1 1 a _ rip 6 us I& A third (spare) pump shall be gravided. 17. Two O&M manuals shall be delivered to the Authority's enaineer. 45', 22 1/2', 11 114- L (ft) 20 I 20 20 20 20 20 20 SDP # 08 - 17 0- 18. Asign indicating notification procedures (responsible persons, telephone numbers. etc.) to be COUNTY PROJECT NUMBER minimum -POSITIVE DISPLACEMENT TYPE PUMP. A HORIZONTAL BEND X SEMI 10/20/101 D i;t� 12 gauge insulated solid 7/U/ B 1/20 0 AD CAH EACH DIRECTLY DRNEN BY A 1 HP MOTOR 1- wire for line tracing, CONCRETE BALLAST MAY BE REQUIRED DR By cwo E IS; S -nust be conspicuously displ3yed at th. e pump St 0 capperDR Ely CHWD DATE ISSUE 13CALE DAT CALE followed in cise of alarm actuation i ation. taped at 10 foot intervals SEE INSTALLAPON INSTRUCTIONS RESTRAINED JOINTS FOR TEE OP force FOR DETAILS CONCRETE BALLAST MAY BE REQUIRED■ main SEE INSiALLATION INSTRUCTIONS vi DE 1-4 mirl -" HO"'Ef"NTAL "END "o 2" cc SDR -21 FOR r TAfLS CROSS WYE, JJ U fp- stop solvent weld cap AN"r A NOTE: DIMENSIONS ARE FOR REF ONLY SEWER SYSTEMS TE nit;.. ' MODEL DH272 DR272 WES TAW IYMENS�QNS ARE FOR REP ONLY STANDARD DETAILS MODEL DH272-97 DR272-97 DETAIL SHEET No 58505 UJ ........ 6" stone (NOT TO SCALE) . . . . . . . . . . IN61 a 2" MIP x Push Joint 131 adapter M 6111- a saddle PIP pack joint 0 �IVAL i with D.I. knuckle joint restraint 0 rtr coupling concrete pad 18" dia. x 6" deep finished grade C I ) 2° CTS polyethylene tubing (PET) 2" ball valve with 2" square operating nut PLAN STATUS PRIVATF-1i FORCE LATERAL GRINDER PUMr t-- 200 PSI w/ SS inserts at all connections bricks 3/6/17 COUNTY COMMENTS 0 FINAL DESIGN OF GRINDER PUMP 0 10811-7 COUNTY COMMENTS 0 TO BE PROVIDED BY OTHERS 61. stone -,J 3 FEB 09 1/20/17 FREDERICK WATER -J INSTALLATION NOTES: screw type adjustable valve box COMMENTS 2/22/1 APPROVAL SET Exact location of roadway box to be approved prior to installation. 48" mivalve box n. Sewer service crossing street: location marker adaptor a) Encase in 4" diameter SCH40 PVC or SDP21 pipe. The piping shall ruii from one foot beyond sidewalk, across the I street, to one foot beyond sidewalk. F b) install 12 gauge insulated solid copper wire (for line tracing) from corp. stop to into the roadway box [wrap wire around valve restrained joint 0 corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into roadway box and terminate at top of box stone - restraints to main -5 Just under lid. > C DATE DESCROfloN 0 yy BRD RJW HIGH PRESSURE FORCED SEWER 0) SERVICE LATERAL DESIGN DRAWN CHKD 18' to 24" Fix 8"xx 16" solid block H: NO SCALE -25- rEB for 12" valve SCALE V: cn JOB No: 6742-04-026 6 ", 8" and 12 " -FOR"ED DATE JAN, 2017 T HIGI-1 PREESSURE E In STANDARTIN) 6 9 0 2 & 12 FILE No. 6742 -D -CP -026 C . _U cj SEWER ShnV1C'E lArIT' 1']RAT h -1 DETAIL GAT" VALVE (NOT TO SCALE) .. I ID (NOT TO SCALE) 8 OF 28 SHEET 0