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HomeMy WebLinkAboutWPO201300032 Plan - Approved WPO VSMP 2014-09-16FINAL EROSION-& E IMENT CONTROL AND srIoRMWArER MANAGEMENT PLAN FOR CASCADIA - BLOCKS 4 - 7 TM 62, PARCEL 25 TM 78. PARCELS 59 & 59A TM 78E, PARCEL H1 RIV NN ISTRICT L EM R, LE COUNTY Curve Radius Tangent Length Delta Chord Chord Bear. Ct 175.00' 9.65' 19.29' 6'18'56" 19.28' S 26'01'23" W C2 35.00' 1 3150' 53.44' 8-729'12" 48.40' _S_20'52'55" E C3 540.00' 56.77' 113.12' 12'00'07" 112.91 N 70'37'51" W C4 35.00P 29.63' 49.18' 80'30'10" 45.23' N 63'07'02" E C5 225.011' 12.41' 24.79' 6'18'47" 24.78' N 26'01'24" E u 1472.410'1157.98' L22 314.76' 1 12'14'54" 314.16' N 13'34'20° E Course E Lt S 71 L2 N 8 L3 N 5 L4 N 5 L5 N 6 L6 N_7 L7 S 8' L8 S 5 L9 S 4 L10 S 5, U, 1- S 1 L12 S 1 E &SC Details S 2 S 1 Stormwater Managem" -ent Plan - Final Grading S 4 E14 S 0: Stormwate'r Management ''lan /Details S 3 Stream Buffer Mitigation Plan S 2 L19 S 0 L20 S 3 L21 S 3 L22 S 2 L23 N 6 L24 N 6 L25 S 4' L26 S 2 L27 N 2 L28 N 1 L29 N 6 L30 N 4 L31 N 3 L32 N 0 L33 N 1 TMP 78E -1 FONTANA LAND 20' RK DB 85� DB 742 PG 195, 1f i COUNTY ENGINEER VIRGINIA } a F, SW 1 Cover Sheet E Notes, Abbreviations, & Legend SW3 Existing Conditions SW4 C_ >`°� Erosion and Sediment Control Phase3 .Plan Overview •� Erosion and Sediment ContrblL-Phasb­3 Plan SW7 Erosion and Sediment'-Cor�i"!rol" Phase 3 Plan s S�� O Erosion and Sediment Control Phase 3 Plan TMP 62 -26 SW9 CASON, WILLIAM Erosion and Sediment Control Phase 3 Plan DB 793 PG 106 SW 1 0 /W N SW 11 �l C �R s Sediment Trap Details c E &SC Details SW 13A /� L —� SW 13B Stormwater Managem" -ent Plan - Final Grading •E Stoimwater Mana emem. Plan /Details SW 15 Stormwate'r Management ''lan /Details SW 16 Stream Buffer Mitigation Plan W Pre- Devel op Draih :s Areas 0 Post - Development Drainage Areas 'OPLA � SW 19 0 �h SW20 Storm Sewer Profiles SW21 S SW 1 Cover Sheet SW2 Notes, Abbreviations, & Legend SW3 Existing Conditions SW4 Subdivision Overview SW5 Erosion and Sediment Control Phase3 .Plan Overview SW6 Erosion and Sediment ContrblL-Phasb­3 Plan SW7 Erosion and Sediment'-Cor�i"!rol" Phase 3 Plan SW8 Erosion and Sediment Control Phase 3 Plan TMP 62 -26 SW9 CASON, WILLIAM Erosion and Sediment Control Phase 3 Plan DB 793 PG 106 SW 1 0 Sediment Basin Details SW 11 �l Sediment Basin Details -L12 o SW 12 Sediment Trap Details --cS - �_�. SW13 E &SC Details SW 13A Stormwater Malnagem ,t Plan - Final Grading SW 13B Stormwater Managem" -ent Plan - Final Grading �s SW 14 Stoimwater Mana emem. Plan /Details SW 15 Stormwate'r Management ''lan /Details SW 16 Stream Buffer Mitigation Plan CP SW 17 Pre- Devel op Draih :s Areas SW 18 Post - Development Drainage Areas 'OPLA � SW 19 Storm Sewer Profiles �h SW20 Storm Sewer Profiles SW21 Storm Sewer Profiles �h TMP 78 -57 PANTOPS- LAKERIDGE LLC. SW22 Storm Sewer Profiles ".. �h DB 2805 PG 70 SW23 Storm Sewer' Prof Iles and Details SW24 Storm Sewer Calculations <. SW25 N 1 i Storm Sewer Ca)Culatio,ns APPROVED by the Albemarle County _. Community Development Department Date y�y C L F MYERS c. No. 33028 �SIQNAL 0 � U V U] U I= U rro F-'-i o y: m �l o 0 w � � Lu �r U CD U w m 0 w U 0 � U V U] U I= U rro F-'-i �l o w � � �r U CD m 0 w O 6 w � Q U w ���..o 0 0 0 Ll.l Q co U U) I H Q U Z ri Cat PJ e� SHEET NO:, 1 ;QF 27 Ul DATE: MI i� I= rro F-'-i �l o w � � CD O w � Q �., w W W z DOM. PROJECT NO:12.006 INDEX TITLE: S.1. wt: L) L SHEET NO:, 1 ;QF 27 Ul DATE: MI SITE DATA & GENERAL NOTES Lot Width ABBREVIATIONS Minimum Setbacks Side LEGEND Single Family 60F 15 -30 5 SITE DALA Single Family < 60 10 -30 GENERAL 10 Townhouse EXIST PROP DESCRIPTION 10 EXIST PROP DESCRIPTION OW NER 15 Mixed Use N/A 1 -15 4 15 Non - Residential N/A 1 -15 4 15 Block 5 2.23 REDUS VA HOUSING, LLC. GENERAL CONSTRUCTION NOTES: ABAN ABANDON(ED) MAX MAXIMUM 19.57 25 PROPERTY LINE x 155 Tc x 125 TC TOP OF CURB ELEVATION 170 SOUTH PANTOPS DRIVE 1. Prior to any construction within any existing public right -of -way, including connection to ADJ ADJUST MIN MINIMUM EW END WALL SW SIDEWALK CHARLOTTESVILLE, VA 22903 any existing road, a permit shall be obtained from the Virginia Department of Y U kT�D t`D (LOADING DOCK EX EXISTING ADJACENT PROPERTY LINE x 165 BC x 125 BC BOTTOM OF CURB ELEVATION EXIST EXISTING SWLL Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of AHD AHEAD MON MONUMENT CONCRETE FOUNDATION TBA 0 D DUMPSTER PAD FFE DEVELOPER: TBR the permit. Where any discrepancies occur the requirements of the permit shall govern. --- ......�.- --.-- SIGN GTD - - - TC VACATED PROPERTY LINE x 165 FL x 125 FL FLOW LINE ELEVATION REDUS VA HOUSING, LLC. 2. All materials and construction methods shall conform to current specifications and APRX APPROXIMATE NIC NOT IN CONTRACT STEEL GUARDRAIL IFIRON FOUND TS TOP OF SLOPE 170 SOUTH PANTOPS DRIVE standards of VDOT unless otherwise noted. w _.- -- -- IS EASEMENT x 165 EJP x 125 EOP EDGE OF PAVEMENT ELEVATION CHARLOTTESVILLE, VA 22903 3. Erosion and siltation control measures shall be provided in accordance with the approved BC BACK OF CURB NTS NOT TO SCALE PATH LOD LIMIT OF DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK 5 �-� TREE LINE LF LINEAL FEET erosion control plan and shall be installed prior to any clearing, grading or other BFE BASEMENT FLOOR ELEVATION OC ON CENTER LT LEFT BUILDING SETBACK x 16 x 12 5 SPOT ELEVATION LEGAL REFERENCE & SOURCE OF TITLE: OB 4076 -573 4. construction. All slopes and disturbed areas are to be fertilized, seeded and mulched. BIT BITUMINOUS OH OVERHEAD I }-- ❑ - BUILD TO LINE x 16' TW x 125 TW TOP OF WALL ELEVATION ARV 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, MANHOLE u; BOA BLOW OFF ASSEMBLY ZONING LINE x 165 Bw x 125 Bw BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT: RIVANNA CLEANI)UT lesser slopes of 3:1 or better are to be achieved. BK BACK PE POLYETHYLENE CTV CABLE TELEVISION SAN SANITARY x -- x SILT FENCE DI 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the BM BENCHMARK PERF PERFORATED Q o o O TEST PIT LOCATION /BORING LOCATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 12 Count Engineer, or designee, it is deemed necessary in order to stabilize a drainage Y 9� 9 Y 9 DIP DUCTILE IRON PIPE SD STORM LIMIT OF DISTURBANCE SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 7/13/12. 7. channel. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BS BOTTOM OF SLOPE PROP PROPOSED - - IFLOODPLAIN LIMIT FH FIRE HYDRANT TSV BENCHMARK 8. Control Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. CB CATCH BASIN PRVD PROVIDED --- - - - - -- 8z -...- az BUFFER ZONE F &C FRAME AND COVER • IRON FOUND THIS PROPERTY DOES NOT APPEAR TO B£ LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X 9. All excavation for underground pipe installation must comply with OSHA Standards for CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY - ACCESSIBLE .CURB RAMP F &G FRAME AND GRATE WM WATER METER AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP �51003CO287D DATED FEBRUARY 4, 2005 the Construction Industry (29 CFR Part 1926). GT GREASE TRAP WV WATER VALVE RMA RMA IRMA - RESOURCE MANAGEMENT AREA -- UD - uo - UNDERDRAIN VAN VAN HDPE CENTER LINE RCP REINFORCED CONCRETE PIPE RPA RPA CONCRETE PAVEMENT j SIDEWALK INV INVERT THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. GENERAL CONSTRUCTION NOTES FOR STREETS: ATIPRAP IRPA - RESOURCE PROTECTION AREA - ' " " " " "� "�`��� "� "`�` DRAINAGE LINE 1. Construction inspection of all proposed roads within the development will be made by the CL CHAIN LINK REM REMOVE BENCHMARK(5L TOP OF EXISTING SANITARY MANHOLE 'EX -1. ON SOUTH END OF SITE = 393.94 GRASS County. The contractor must notify the Department of Community Development (296- CMP CORRUGATED METAL PIPE REQD REQUIRED EC -2 BLANKET MATTING -RD RD ROOF DRAIN EC -3 TYPE A 5832) 48 hours in advance of the start of construction. - -- - EC -3 TYPE 8 EDGE OF GRAVEL WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor CONC CONCRETE RET RETAIN s"s - $ °s - SEWER LINE shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results ^- EDGE OF PAVEMENT SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, CY CUBIC YARDS RT RIGHT CG-2 CG -2 6" - - TD --- TD -- TRENCH DRAIN a revised pavement design shall be made by the design engineer and submitted with the test STANDARD CURB results for approval C/C CENTER TO CENTER R/W RIGHT OF WAY CG -3- CG -3 WATER LINE THIS PROPERTY IS ZONED: NMD - - - - -- - STANDARD 4" CURB Table D - Lot Regulations (in feet) Unit Type Lot Width Front Build -To Line Minimum Setbacks Side Rear Single Family 60F 15 -30 5 10 Single Family < 60 10 -30 3 10 Townhouse 16' -35' 5 -25 3 10 Multi- Family N/A 1 -15 4 15 Mixed Use N/A 1 -15 4 15 Non - Residential N/A 1 -15 4 15 Table E - Maximum Building Heights Blocks 1 & 3 Min /Max Square Footages and Densities by Use by Block 50 Feet Block 2 Max. Residential Density per Acre 38 Feet Blocks 4 -7 Block 1 38 Feet TABLE B - BLOCK AREAS AND USE DENSITY PER CODE OF DEVELOPMENT Block Estimated Block Size (in Acres) Min /Max Square Footages and Densities by Use by Block Min. Residential Dwelling Units Max. Residential Dwelling Units Max. Residential Density per Acre Min. Non - Residential Sq. Ft. Max. Non - (Residential Sq. Ft. Block 1 10.27 10 40 3.9 5,000 18,0)00 Block 2 14.51 75 150 10.3 0 0) Block 3 1 4.40 10 70 15.9 0 0 Block 4 1.83 0 10 5.5 2,000 5,000 Block 5 2.23 5 20 9.0 0 0 Block 6 19.57 25 65 3.3 0 O) Block 7 7.63 25 65 8.2 0 0) PROPOSED BLOCK AREAS AND USE DENSITY Block Estimated Block Size (in Acres) Min /Max Square Footages and Densities by Use by Block Residential Residential Non - Residential Dwelling Units Density per Acre Sq. Ft. Block 4 1.74 0 0 2,400 Block 5 2.49 20 8.0 0 Block 6 19.10 1 62 1 3.2 0 Block 7 8.26 1 64 1 7.7 0 GROSS RESIDENTIAL DESNSITY: 4.00 UNIT /ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE THE FUTURE DEVELOPMENT AREA!) PROPOSED ADT: 3989 VPD (PROJECTED) BLOCKS 1 -3 PROJECTED ADT = 2713 VPD (260 SFA UNITS X 7 VPD/UNIT + 20,000 SF SPECIALTY RETAIL 0 44.7 VPD/1000 SF) BLOCKS 4-7 ADT = 1199 VPD (59 SFD UNITS X 10 VPD/UNIT + 87 SFA UNITS 0 7 VPD/UNIT) R &D CURRENT USE VACANT CG -6 PROPOSED USE: TOWNHOMES (59 UNITS) & SINGLE FAMILY DETACHED (87 UNITS) - G - LAND SCHEDULE: PRE - DEVELOPMENT (SF) % POST- DEVELOPMENT (SF) % LOTS 0 0 16.218 ACRES 26.7 PUBLIC R/W DEDICATED 0 0 0.538 ACRE 0.9 (STATE ROUTE 20) DIA PUBLIC R/W 0 0 6.997 ACRES 11.5 (INTERNAL) - UGT - PRIVATE ALLEY R/W 0 0 0.256 ACRES 0.4 FUTURE DEVELOPMENT AREA 0 0 24.280 ACRES 40.0 NEIGHBORHOOD CENTER PARK 0 0 1.459 ACRES 2.4 OPEN SPACE 60.772 ACRES 100 11.024 ACRES 18.1 TOTAL 60.772 ACRES 100% 60.772 ACRES 100% IMPERVIOUS AREAS: ROADS/PARKING AREAS: 4.230 ACRES CONCRETE WALKS: 1.387 ACRE PROPOSED BUILDINGS: 4.095 ACRES DRIVEWAYS: 0.820 ACRES TOTAL IMPERVIOUS AREA: 10.532 ACRES REQUIRED PARKING: 2 SPACES PER UNIT 87 UNITS X 2 SPACES PER UNIT = 174 SPACES 174 PARKING SPACES PROVIDED PARKING TABULATION FOR TOWNHOUSES: REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 59 TOWNHOUSES X 2 SPACES + 58 TOWNHOUSES X (1 SPACE /4 UNITS) _ 133 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 51 UNITS X 2 GARAGE SPACES = 102. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET 8 UNITS X 2 PARKING SPACES = 16. ON STREET PARKING IS AVAILABLE ONE ONE SIDE OF THE STREET ON DELPHI LANE AND GLISSADE LANE REQUIRED PARKING. 5 SPACES PER CODE OF DEVELOPMENT 13 PARKING SPACES PROVIDED OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. 3. Surface drainage and pipe discharge must be retained within the public right -of -way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross - drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTas video camera inspection procedure and with a VDOT or County inspector present. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17- 204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17 -207B) C &G CURB AND GUTTER R &D REMOVE AND DISPOSE CG -6 CG -6 - G - G GAS LINE - oHW - - oHw - -- - UGE COMBINATION 6" CURB &GUTTER DIA DIAMETER R &R REMOVE & RESET - UGT - UGT - UNDERGROUND TELEPHONE LINE cATV - CABLE TV L __ GG -7 CG -7 0 EL ELEVATION SD SIGHT DISTANCE PLUG OR STUB z COMBINATION 4" CURB & GUTTER ELEV ELEVATION SQ SQUARE ���M // �M����/X FIRE LANE STRIPING ES END SECTION STA STATION .� m E- BE , BE BUILDING ENTRANCE EW END WALL SW SIDEWALK Y U kT�D t`D (LOADING DOCK EX EXISTING SWEL SOLID WHITE EDGE LINE w Z O Z EXIST EXISTING SWLL SOLID WHITE LANE LINE ° • BOLLARD FDN FOUNDATION TBA TO BE ABANDONED 0 D DUMPSTER PAD FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED --- ......�.- --.-- SIGN GTD GRADE TO DRAIN TC TOP OF CURB ° r- r- v STEEL GUARDRAIL IFIRON FOUND TS TOP OF SLOPE w WOOD GUARDRAIL' IS IRON SET TYP TYPICAL LA LANDSCAPE AREA UG UNDERGROUND - -- PATH LOD LIMIT OF DISTURBANCE VESCHVA. E &S CONTROL HANDBOOK , -,�- �-� TREE LINE LF LINEAL FEET YDS YARDS - FENCE LT LEFT UTILITY --- __._____ ---- - - - - -- STONE WALL -- m - - - _ - - - - - - RETAINING WALL . ARV AIR RE!.EASE VALVE MH MANHOLE u; BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE - - '- STREAM / POND / WATER COURSE CO CLEANI)UT RIM RIM ELEVATION - - - - - - - - DETENTION BASIN CTV CABLE TELEVISION SAN SANITARY x -- x SILT FENCE DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL Q o o O - 312- 12 CONTOUR DIP DUCTILE IRON PIPE SD STORM 300- 00 INDEX CONTOUR ELEC ELECTRIC STIR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE Eli BARKING COUNT FM FORCE MAIN UP UTILI TY POLE I ; I I I (CROSSWALK F &C FRAME AND COVER WL WATER LINE ,. A__N ACCESSIBLE .CURB RAMP F &G FRAME AND GRATE WM WATER METER HANDICAP PARKING GT GREASE TRAP WV WATER VALVE VAN- ACCESSIBLE HANDICAP PARKING GV GATE VALVE 6 " V 6 " VALVE VAN VAN HDPE HIGH DENSITY POLYETHYLENE CONCRETE PAVEMENT j SIDEWALK INV INVERT ATIPRAP NEW ASPHALT GRASS EC -2 BLANKET MATTING EC -3 TYPE A EC -3 TYPE 8 WETLAND CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACITOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACITOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS - AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL PERM( REQUIREMENTS, IF EXISTS. WETLAND T QU A PERMIT E 9. CONTRACTOR MALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUITHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IIN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. -4"m - 47P - FIRE PROTECTION LINE ---- -z °Dw- 2 "Dw- WATER SERVICE LINE - G - G GAS LINE - oHW - - oHw - OVERHEAD ELECTRIC WIRE - UGE UGE - UNDERGROUND ELECTRIC - - UHT - OKT OVERHEAD TELEPHONE LINE - UGT - UGT - UNDERGROUND TELEPHONE LINE cATV - CABLE TV L __ - i DRAIN INLET 0 OO DRAIN MANHOLE c PLUG OR STUB z W FLARED END SECTION 0 HEADWALL C-) 0 SEWER MANHOLE co co ° SEWER CLEANOUT O`N ® WATER VALVE & BOX �} FIRE HYDRANT ASSEMBLY ®M WATER METER O O WATER WELL °G{ 'v GAS VALVE c?, OGM GAS METER CJ 0 ELECTRIC MANHOLE EIM C EM ® ELECTRIC METER - - + LIGHT POLE 0 OO TELEPHONE MANHOLE ITT 0 TRANSFORMER PAD �- UTILITY POLE 'J_ '- GUY POLE MATCHLINE NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM VSMP ADMINISTERED BY THE IA DEPARTMENT CONSERVATION D ( ), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINI VIRGIN TM NT OF AN RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE D(CR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 1. All dams and construcaed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill (material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. e PL �/y G2 E ME L i� _�_ o� o m " "� ic. No. C ° >°°`� o _ C ssj4NAL v- 0 W "@ O v •0) z w J .E c z W 0 e PL �/y G2 INDEX TITLE: SW2 SHEET NO: 2 OF 27 DATE: 04/17/13 ME L F. MYERS ic. No. 33028 _ s W �S Q ssj4NAL � W O z w J W z W O .� m E- 0 Y U F___1 w Z O Z �-� U H I-I I- W w w O 2 DOM. PROJECT NO:12.006 ° v w A O U U CUJ 0 U m 0 u; cC z C7 w Q o o O Eli v 0 0 5 U U U U INDEX TITLE: SW2 SHEET NO: 2 OF 27 DATE: 04/17/13 O _ s W �S Q � W O z w J W z INDEX TITLE: SW2 SHEET NO: 2 OF 27 DATE: 04/17/13 O � W O U W W O .� E- F___1 Z O Z �-� H I-I I- W w w 2 DOM. PROJECT NO:12.006 INDEX TITLE: SW2 SHEET NO: 2 OF 27 DATE: 04/17/13 ._' _. .was {({ iE('' 1 9 „1.,. 1�. , , , i S KMH PROPERTIES LLC. ,� FONTANA DRIVE ` +`J DB 3222 PC 519 -�� VAR. WIDTH R/W LI TMP 78 -57 PANTOPS- LAKERIDCE LLC. DB 2805 PC 70 0 e Ati L,K.,No. 33028 1�1llv e'tl 4./i l ,_-E�eE rO � � O "c 0 t - U .c •� w CD CD CD E c W z 0 m e Ati L,K.,No. 33028 1�1llv e'tl 4./i l A \ \ 0 o 0 0 W Q � U O� cn 5 U U U U A U U U U W Q Z W A J rO � � O D w CD CD CD j_ � � z m 0 C�� w�Q Y w W W U) DOM. (PROJECT NO:12.01 U cn C/] O ° v m Q U m 0 w z p ,ri m r z z � A \ \ 0 o 0 0 W Q � U O� cn 5 U U U U A U U U U W Q Z W A J INDEX TITLE: SW4 SHEET NO: 4 OF 27 DATE: 04/17/13 rO � � O D w CD � � z C�� w�Q W W U) DOM. (PROJECT NO:12.01 INDEX TITLE: SW4 SHEET NO: 4 OF 27 DATE: 04/17/13 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. The plan approving authority must be notified one week prior to the pre- construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved PHASE 2 EROSION AND SEDIMENT CONTROL PLAN shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 Ibs /acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs /1000sf, incorporated into the top 4 -6 inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs /100sf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 31 11 !' / // � 'j ,'•' / /'/ / // /�/ � 'J, // / '' /' ,I /� Il /' lJ I / I \\ \ ( I `\ _\ �` I I \\ \ /, // / JJ MAT H JS / / / ! / / �,♦ I / J l / �.__r` ^\ 1 ' / / J / / / r' / / ' / / ' o° / / / I { \ / \ -__ I l I JI / � i /r , •., / "• 1'' ,l JJ J /'/ / // /l �l // \ + � 1 /j /� ! 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I \ f \� /, ,r /,r -_e S�rrlie \ r -' V I ' - � A <. ~• �F 1•• - rL�,, ©� R `ti'fl � . ;� I _ . • •, �`>�h, acrd Rlt6�¢, r / . � 1 • ' •. • .. / °�' �s -___� ..�° ^ ° °� - -_-'�' / ' / / / / / ' ' �0���' ' /� < / - � �' r I , �.•` '� 1408 \ � •�� I�,� fs `i'NN„7 ��� / �'C "` � „%` \' \� I / l / / - - /,r � - / / /r /// /' // , /1/oi� ,X�/ , ill m •� �b✓41 / f \ / f /f \ �<P /� 1 / p c.:.• • ;r: _ /r, /r I/ // J r /// r/ /' / / / t, , /rr \� / 0 LU �T\ / lv"g �, �, �if ter- <- . \ � \ `.,�'•�';� � - , I / / / tl r - _ _ r /r 11 J l 1 J I , I' , / ,/ ,' / / \� \ •� F l Pty r - �.- - s ao I r , / - - - - / _ l / t / 1 r , , / / 18 •�• q \/ ! / / ! ( 1 1 + r' ' J / r -' / I I l / / _, \ \ \ \ \ d8 'Pop '44 r / , / / / / / , / / , /, Z� M t0 "0,/ \. C 6>9 GENERAL CONSTRUCTION NOTES including connfection to an 1. Prior to any construction within any existing public right-of-way, g y existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3, Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage clhannel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Claiss III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CONSTRUCTION SEQUENCE 1. Construction entrance will be constructed at Sta 11 +36 of Road A. 2. The existing 30" culvert under delphi lane will be extended. Outlet and inlet protection will be installed to 30" culvert, 2. The sediment basin will be installed as indicated. 3. The silt fence and diversions, and tree protection will be installed as indicated. 4. The trees will be cleared as shown. 5. The culverts will be placed and the inlet and outlet protection will be installed as indicated. 6. The road and ditches with blanket matting and check dams will be constructed. 7. Dust control measures and permanent seeding along the graded areas of the site will prevent further erosion while construction is taking place, 8. Sediment basin 1 will be mucked and converted to Pond -2. Any sediment accumulation in existing Pond -1 will be removed and pond restored. r / / / / xisto �v / r \ \ Stogie Sap.o�/ / V \ I / \ , I / ' I i/ I LEGEND L--I ' CONSTRUCTION 3.02 ENTRANCE CE Stop Sign Power Pole [3.0]5 SILT FENCE SF �•�� f 4- Fire Hydrant SUPER SILT FENCE SSF w Waterline - ' - - Drainage Easement 3.07 PROTECTION STORM DRAIN INLET O IP - - - - Access Easement - - Waterline Easement P-019 DIVERSION DV m Storm Sewer 3.14 SEDIMENT BASIN SB - -OHE -- Overhead Electric 50,5x New Spot Elevation F-151 TEMPORARY SLOPE DRAIN TSD 102 Existing Elevation /Contour [3.1 8 OUTLET PROTECTION OP 02 Proposed Elevation /Con tour EC -2 Blanket Matting [3.3]2 TEMPORARY SEEDING TS ---0 -- Rip -Rap 3 32 PERMENENT SEEDING PS PS Existing Vegetation [3.3]5 MULCHING MU M _- Slopes Greater Than 25% 13-.391 DUST CONTROL DC o Exisiting Treeline TREE PROTECTION TP `fie / `\ 1 1 erg\ \ 1 •p,� ,/ i �prf`il` ��_ \ `°\,• \ \ ` \ 1 1 + �i. / _ -' / , t 1 r ♦ /,♦ ,/ / 1 1 t / / / / ,' // ,/ / ,' / /' / / / I -may+ 0\\ / W / / ``�/ / l r I I ' r r rJ / l / / // ' / / , / � e / ' rf: / I • \ r' '°� io-� "\ 1 1 1 1 \ \ \ 1 \ \\ \ I S ' �' Jars // /1 /' / ' r \�' ' '/ / /// /' ''/ // // / /' / / //' Se / \ \ �WF ""�fd �' �1 1 \ \ \ ` m,, M � �- , ' - r / / 1 \ \\\ ' r' r r r '' r / / / ' / / / / r / / / � Zi T-• T-• �-• � iq `'✓� �.• r�3� f(g \ !. \1 // / 9/ s / .,' i ! .1 �1 � / \ ^y T /' ,�/ \ , / \ , �%/ / 1 S \f • r \ r \ \Q��_ F N ` � \gtu-y�C�A n^�•�� - I �,- T -a- rf / H 29 4/ � Z O O U O V O � \ U O V � \ \ \\ \ \ \ __ /�„_./!,i � 1 I ` r , / i• �� r� / / r + I I I I i / / / ' / / / /' /' / ' / // // ,/ w W 2 � 1 F 1r6' , \ • \ a+F \ \ \ Qvf \ \ \ t'''�_ \ I 1 I I / / .i- , _ r r -• - - - -' / r ' I r I 1 / / t / / , r / A `\ \\ °nth �QBg y / ♦' /' \•\ �"F / i� \ \ \ \ \ 1 1 1 I I ) / /,/ /' / /' ' r' r / l 1 I I 1 I I I 1 / l I r /' /' /' / / // / / /' / /' ,- ° , % / / \ ( r rtd / / \ • \ \� / r avF 01* � \ /, , i / � � \• \ \`� / , "� l / iii I 1 ! / / / / r , / l / r r l( 1 II Illy /rll +ll r 1 t / l /� / ,'/ I ` �___ ' .' 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'� ' - _ `- - - \\ \\ \ \\ \ \ \- _-- >// / ' ' /•/ ,�/ �� �' -ce \ \\\ \\ \ \ \ I I \ 1 ` \ I I ! / 1 / / ! / / .11 l / ,/ _- _/ \ \ \ \ \\ - --- -° - - __- -- i/ / / ' /( �'` ser \ \ \ \.. \ \ \ \ I 1 I I I ` \ 1 l 1 / �.1� I I 1 I l t 1 ( J / / l !/ , .�i �-� I ! � i 1 1 i 1 i I ! i / - -- ` - _,- `- -- \ \\ \ ` - - - -'/ /i / /- � , \ ay m�e \ \\ \ \ - \ \ I I \ \ \ \ \ 1 I I I / / / 1 / l / ! /J 1 ( / - 0-- ` - _ �t,: s \ \`- \ \\ \\ ` \ - - - - - - / 11 \ \� \ \ \ l 1 1 , 1 l \ I I I / i 1 / / / J L/ ♦ / \ \ \ 1 1 1 i h' l." .$ r i 1 ) ( ,' // _ -' -.43 _ - __- ______ \ \ \ \ \ _ - - /i i / � ' ' = I ``` \ \ \\ \\ \ \ \ \ 1 1 1 I ` & \ \ I I I ! i I 1 1 / ! J %'\ f' ( / d� C� G4 I t , I i i r / - - _ - - -- L- � \ - ` vtb\�\ � _ / / , - \ \ \ 1 l 1 \ \ \ \ 1 I / \ ! I 1 I I i 1 1 i / r - / _� __ -_ -- - \ \` \` \` -\ \ - - -- _ \ \ \ \ - - \ / 1 \ \ 1 \ \ 1 t 1 i t y 1 / ( ! l l l I ! 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I , ,�/ \ -•�\ 2�,.:0\. r/ !/ / 1 I l ,// / J / , I , 1 1 \ O,yT /.--- - - - - -- KEY PLAN Ptizy 0 v/ Le E F1 MIC N 'Ni cu SI_ -Q3 4S >�� L 0.33028 E W N d 73 0 �°vm� cq ww �@ s V w E ON O W T� 0 A L 4:�Z,\ Ptizy 0 Q LLI Z � W J 14 v/ F1 MIC ,1VfYERS F� L 0.33028 CD ww V w E" ON O T� A L 6 ~ ^^� c) C U o C 0 0 0 z J W t m � W ()-•{ W a co DOM. PROJECT NO:12 °008 Y U W z U COO ca O v U U V w A m Z U U U 0 I� U m 0 W Z W A \ a \ \ O O O O ca �i cla rn rn W J U COO r co Z 0 O F•-1 U U U U c I. U U U U Q LLI Z � W J 14 INDEX TITLE: Im SHEET NO: 9 OF 27 50 0 50 100 150 SCALE: 1 = 50' DATE: 0417/13 F1 O F� CD Q V w E" O T� ~ ^^� c) C U o z J W t F-�-II � W ()-•{ W co DOM. PROJECT NO:12 °008 INDEX TITLE: Im SHEET NO: 9 OF 27 50 0 50 100 150 SCALE: 1 = 50' DATE: 0417/13 30 0 30 60 90 SCALE: 1 = 30' Top of Dam O �_ o First inoine colt o - -' --'Y ~, — — - _ - °s ` — ` !, —' —' -' —' •— � - U - _ — — _ —, _— _ --,_— := _ —'_,— ; —' -- Br ads 13-*is`r Churh--In - , -_ \-� 2 SB -2 DETAIL Elev = 358.33 — •� .� — — _— _ acSor-da'nce WRh- --prOf -F 3� / �' - - - - - ,' !i - ` / " / - / , . - / SW10 HORIZ. VERT. SCALE: 1 " =6' SCALE: 1 " =3' 8 0 Ill HUP Anti-Vor ex Emergency Spillway - 356.10 10' T it , T �� � �� _� - Crest Elev = 355.70 Device 0.5' 'A ` Ngerneat / a t n n s nt 10'-PrTv toaseen - -Pro / / o / ,�To oadus _Cktr'ch V [ 36/62/PC 444 Impervious Core ** Dry Storage Dewatering Device 6 Perforated PVC ALT EX. A-8 3" Orifice* Elev. = 350.00 / ` \\ Wept Storage Stora e v R d R / W ( ' I Elev. 348.5 10 A q u a is 3028 (See 6h et I I y / \I N V ench 8.28-30 HDPE w I Inv= 346.00 @ 1.90% ES -1 �0,10, I ' ' _X 0 7 Bottom Elev Pond 1 345.00 8 0x1.5 Inv 344.58 / 6�„ CP iser � ( 0 / Concrete Base 5.1'x5. I I a Embed 6 Anti -Seep In Concrete Collar Cutoff Trench* 5.1'X5.1' A � o o o � Anti -Seep Collar o Y U w 2 I ►III + I I; I� �' / / Dno Z Z S I I► \� \\ U U U I �� m I\ II I i ` I I I IIIIII I+ � I i ( �• \ \\ PROVIDE ADEQUATE STRAPPING � \ *0 \ i i I I I W?Q dl I I D I POLYETHYLENE CAP I �� I I z�m� I �' I I; ►,,III,I I III \ U) ,I ,i I►IIII,I 1 \ :\ � \\ PERFORATED POLYETHYLENE DEPTH �.�.�.� �� �� o \ i\ I I I I I I I I` 1.1, \ \ I I \\ DRAINAGE TUBING VARIES AS A i CQ M � m m \\ � 3a I I I` j I ` pp d l I I( 1 1 1 I .` I\ ,\ I I II l� � � TACK WELD FOR ° \ -�, \ � �I I I 1, . I I I I / » I I111\I, \ \ \ I 18 TSD STORAGE � s� �1 I \ I ', \� II I, I\ I\ \\ \ I I o w �o s \ \ / n, I I I 11 \\ �➢ I \ 9 I I I I \ , ��� , \ \ \ I I 07.5 ` ` "FERN CO- STYLE" COUPLING WET STORAGE O o � `" \ \ \ \ / , I , I I I I\ \ I'� ' I� 1 \ \ \ I I I I I �" 1 1 I I I 1 \ \� 1 I 1 I I 1 l 1 I \I \ 1 ` II I 1 I `j CMP RISER DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1 -FOOT MINIMUM, _ W� ai a 0 0 � \ \•, // I �I\ I \ \ \ 1 \I\ \ \ \ \ i 1 1 I II I 3 DEWATERING SYSTEM DETAIL FOR SEDIMENT BASINS DRIP LINE �10 Z w J y v ; cli cli LL r. NOW FENCE I\ rr \ \ \ \ PRESSURE RELIEF HOLES - 1/2"0. E-4 TOP STIFFENER (IF A O A O REQUIRED) IS O ANGLE WELDED TO TOP AND i :) O CQ \ \ t \ I I \ \ \ I I 1 \ \ f ORIENTED PER- PENDICULAR TO BOARD FENCE a P --- I I \ \ = I + + I \ \ \ \ \ _f O O CORRUGATIONS. TOP IS GAGE woo CORD FENCE \ I' O O O CORRUGATED O METAL OR 1/8° PLASTIC FENCE ° / / I I I I I \ \ \ \ \ \ l \ \ \ I { + I \ \ \ \ \ STEEL PLATE. PRESSURE � I-•-� \ MAYEFF HOLES BE CORRECT METHODS OF TREE FENCING w p� En PLAN VIEW D OMITTED, IF ENDS OF CORRUGATIONS Q ( di ° i ` 1 \ I I \ I I I I I I \ I TACKWELD _ w :;; ; �— ARE LEFT FULLY OPEN WHEN THE I Iii — I Iy 1 — E-1 E-1 Zi \ \1 \ \ I 1 1 I � 1 \ 1 \ \ I I I I � I � I I ALL AROUND TOP IS I1 �4 W I 1 \ \ 1 \ I I I S 1 \ r I 2 I � \ I H ATTACHED. I� � Ix � I \ o• � .1 I I I \ \ \ I I I CYLINDER ER IS GAGE CORRUGATED E-� Q W 3 i I I \ I I 1 \ \ / 8 MIN METAL PIPE OR FABRIC ATED FROM OM Q W I \ I \ \ \ ° ( I I I I I \ \ \ 1 \ \ \ { I 1 SUPPORT BAR SIZE REBAR MIN.) 1/8" STEEL PLATE. \ 1 / I I 1 I i \ \ # 6x12" SPACER BAR (TYPICAL) NOTES: 1. THE CYLINDER MUST I t' l 1�•9 W F- \ \ \ \ \ \ \ \ \ \ \ \ \ \ TP / \ / \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ RISER DIAMETER BE FIRMLY FASTENED TO THE TOP OF THE RISER. 00 CORRECT TRUNK ARMORING �' � W \ \ \ i \ \ \ \ \\ \\ `\ I \\ \\ I \ \ \ \ \ \\ \\ \ \\ ` \ \ \ \ \ D \ - SECTION A A ISOMETRIC 2. SUPPORT BARS ARE WELDED TO THE TOP OF 0IM \ \ J i \ \ \ \ \ \ \ THE RISER OR ATTACHED TRIANGULAR BOARD FENCE \ ' �� \ \ \ \ \ \ \ { \ \ \ \ \ \ \ : Note: Refer to sediment basin calculations for sizing requirements. BY STRAPS BOLTED TO TOP OF RISER. DOM. PROJECT N0:12.006 INDEX TITLE: \ Maint wanc I Eas�g ent\ t \ \\ \` \\ \\ ` ` ` 4 ANTI — VORTEX DEVICE FOR SEDIMENT BASINS 5 TREE PROTECTION FENCING DETAIL swi 0 SW10 \ \ \ p \ , 1 \\ \\ \ \ \ \\ SW1O NOT TO SCALE NOT TO SCALE \ Sll ` bEVAIL \ \ �. , I 30' Tr ', I II \\ \I \\ i� SHEET NO: 10 OF 27 \ / Ease e0t \\ \\ \ 1 1 1 I + I I \ D ai aac E &me + I 1 II 1 I , II \\ \ DATE: 04/17/13 ELI S �, ► / , / �Q , (� N �C L E 11 _ X90 - - �-- -' - - ''' • I \ Dam Elev = 404.50 \ W .P- � ` _ �$ J \ 16' Earth Spillwa - - - �- - , . • CMP Anti - Vortex - = Crest Elev = 402.00 Device Elev 403.00 - X 0.5 Dewaterin Device I \ Dry Storage 404.5 \ 8" Perforated PVC 36" C I \ Stan ipe \ V Wet Surface Elev = 398.60 = 6" Orifice Impervious Core* 36" CMP '` O , Wet Storage a° p�� p Riser / \ es% Inv.= 398.00 4' - 24 "HDPE 8'0x1. 5 SB -4 Concrete Base Elev. = 394.00 -- — -- nv. =397.3 Rip -Rap -- \ Cutoff Trench* r ES -1��y g �r Dam Elev = 454.00 \ - _o 8' Earth Spillway CMP Anti - Vortex Elev - 452.00 MIC � Crest Elev = 451.00 Device 0.5 \ \ - \ *Impervious core and cutoff trench shown _ - -'� 4 SBA SCHEMATIC for informational purposes only. Final . No. 33028 1/ Dewatering Device �• Dry Storage . 6 Perforated PVC \ \ \ - - - design to be provided by geotechnical SW11 NOT TO SCALE 36" CMP _ \ \ engineer. �� sI0NAL Wet Surface Elev = 445.50= 3" Orifice Standpipe \ � \ , — Impervious Core* ~'\�\ \\ ~� � _- �; Wet Storage \ ., -�'"�� _ .dam' •��' � 30 0 30 60 90 ra 0 Elev. = 436.00 v.= 444.50 70.00' - 24 "CMP 2 00% _7071-57-- 0 0 0 SCALE: 1 = 30' ca Concrete Base Inv. = 443.10 Rip -Rap w Cutoff Trench* ES -1 *Impervious core and cutoff trench shown for informational Final 8 O v purposes only. design to be provided by geotechnical Ex. Trash Rack/ Ex. Dam Elev = 379.00 ............ Anti- Vortex Device w m engineer. 1 SB -3 SCHEMATIC Ex. Spillway - — x. ra Z Elev - 377.00 / Crest Elev = 378.000.5 SW11 NOT TO SCALE � Ex. Embankment Dewaterng ° Device Dry y 6 Perforated PVC Ex.. CMP v _Wet Surface Elev = 372.00= 3" Orifice Staindpipe } m cu / Wet Storage ( I °z m E_: cv \ \ 3 SBA DETAIL. — Elev. = 370.20 370.20 83.00' r- ° \ \ \ \ \ \ \ \ \ \ \ SW11 SCALE: 1" _ - 3p 1 @ -- -- = 30' , 8 4x1.5 _ _ _ - -- 2? D� ° — A 4 0 0 0 0 I-- Concrete Base 34 -- — - _ Rip -Rap co \ co \ \ \ \ \ b 4-50— `— *Impervious core and cutoff trench shown \ 4S¢ 0 - 5 SB 1 SCHEMATIC for informational purposes only. Final design to be by z C7 c \ provided geotechnical � \ \ \ SW11 NOT TO SCALE engineer. j 0 cD 0 0 CD 0 cD \ W 93 w ' F -50' Presery Von 0000 LU \ \ \ mergency S� Spillway \ l' / Exist. Vegetation / To main \\ \ O - Chi GrJ �N L.L \ I 30 0 30 60 90 \ O SCALE: 1 = 30' \ \ \ � , i , l' 4 (/ l / /i /----- ----- - - - -'� - -- C�� \� \, \� \ �\ -� O \ � k / �. it \ \\\ � // / / / / / % -� �," `°° -_•-� - - - _ _ - - �..'.� - - - - � o�s� � i:/� r_2_`�SB-3 DETAIL l ��-_.. \ I A• SW11 SCALE: 1" = 30' I r l Il /' l /'( \ �` �', / \ , W O Q REA z Co /. Existing SWM Dry .Pond 7 Exist. 60 . / / RCP Riser "A -1" Per Hyl �, Aidgo ff- 't >- / / ,, 7 •� E-+ l/ Sewer PI�/WW ssocia es /lop-393. InV. In -383.7 / / I df u 383.56 lb / —V V I 372.00 / / .� it P 0 00 UMp� a, r / ` ► - --____ ____� / DOM. PROJECT NO:12.006 20' SWi � ' T '' � _' '" � / INDEX TITLE: 30 0 30 60 90 // ` \ )H _ - � - roan' Access Ease.. �- g\ �' ----- -�- � . - ' �of A�ess m \ kWM Access Road \\ __ n , SCALE: 1 = 30 \ OHE HE OHE /Easement \ \ °H� OHE N / ('6�SB—1 D E'I AIL �/\ —4�OHE / OHE \ \ \ \ \ \ HE ~ OHE HE / OHE OHE OHE HE OHS OHE —_. \ -- OHE — /-- OHE \ OHE % / OH ` SHEET No: 11 OF 27 SW11 SCALE: 1" = 30' \ \ OHE OHE \ OHE , / \ \ OHE —� OHE / /OHE :`' E / / E ! , OHE \ , �! OOE nwr _ _. / _ :�'r l DATE: 04/17/13 Temporary Sediment Trap Calculations No. A B C H (ft.) Z (ft.) WEIR LENGTH (ft) DRAINAGE AREA (Acres) WET VOL. (REQ.) 01 (ft.) WET VOL. (PROV.) DRY VOL. (REQ.) D2 (ft.) DRY VOL. (PROV.) 1 414 419.5 423 4.5 4 16.1 2.69 4866 CF. 5.5 5006 4866 CF. 3.5 5403 2 446 450 452.2 3.2 2.5 12.8 2.14 3871 CF. 4.0 4250 3871 CF 2.2 3920 3 443 447 449.5 3.5 2.5 14.6000 2.44 4414 CF. 4.0 4658 4414 CF. 2.5 4739 EL = C Area 2 � I T 1.0' J_ ORIGINAL GROUND H m Dry Volume D2 "� C •� ELEVATION ORIGINAL EL = B Area 1 C W o °L3mm� 0 GROUND 0 w ELEVATION Y U D1 FILTER CLOTH z Wet Volume �Q' w CLASS I C: EL = A (Excavated) * *COARSE AGGREGATE RIPRAP 0 CROSS SECTION OF OUTLET 0 A� �n !11 ACC I RIDQAD O DIVERSION DIKE L/\ V I 1 Y l\ I L AREA OUTLET (PERSPECTIVE VIEW) *Note: Sediment Trap shall not be removed before county inspector has * *COARSE AGGREGATE SHALL BE deemed stabilized. VDOT #3, #357, OR #5. Temporary Sediment Trap Detail (ST) Not To Scale J T 20 0 20 40 60 SCALE: 1 " = 20' SFr —I DETAIL SW12 SCALE: 1" = 20' 20 0 20 40 60 V11161111111199 M SCALE: 1 " = 20' 4 ST-3 DETAIL SW12 SCALE: 1" = 20' SF \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ x 20 0 20 40 60 SCALE: 1 = 20' 3 ST -2 DETAIL SW12 SCALE: t" = 20' 1992 3.36 TYPICAL TRE'ATME'NT --, SOIL STABILIZATION MATTING INSTALLATION SOIL STABILIZATION MATTING. SHALL BE USED IN CONJVNCTICN WITH RIPRPP AT OVTLET ENO OF PIPE ~ILI JhVA .ENTRENCH MMES � OF :MATERIAL 6' CHECK SLOTS: TO 6E I' 1 I CQNSTRVCTEO AS PER - MANFACTVRERS RECOIAMENDATIONS.: TRANSVERSE CLOSED CHECK SLOT. FLOW ".. . UPSTREAM AND MOW I,- DOWNSTREAM TERMINAL ITRANSVERSE (OPEN CHECK SLOT Source :. WDOT Road and Bridge Standards Plate 3.36 -4 111 -366 5 EC -3 SOIL STABILIZATION SW12 Not To Scale y H 5� e PLTH MICH41 V_M_ RS 9 Li . ir1o. 33028 �ssl QNA L 'Y A � Z m C >�— m E4 C W o °L3mm� 0 0 w Y U 0 z ,E x w 6 C: W 0 ° 0 A� �n y H 5� e PLTH MICH41 V_M_ RS 9 Li . ir1o. 33028 �ssl QNA L 'Y W oi 'i 4 A � Z m m E4 z 0 0 w Y U 0 z x w 6 Z�: U ° co w �n O U c U COQ U Z O o 0 0 E—, W w W � Q U U U Z D W oi 'i 4 � Q m E4 z 0 w 0 z x L6 6 Z�: O co w �n E—+ Z O o 0 0 E—, W W � Q Z 1� Li w w w 2 U) DOM. PROJECT NO:12,006 INDEX TITLE: Z SWt 2 H U U U V A O O O O U U U U W oi 'i 4 SHEET NO: 12 OF 27 DATE: 04/17/13 � Q E4 z w 0 SHEET NO: 12 OF 27 DATE: 04/17/13 � 0 E4 0 O �n E—+ Z W E—, W W � Q Z 1� J 1^ w w w 2 U) DOM. PROJECT NO:12,006 INDEX TITLE: SWt 2 SHEET NO: 12 OF 27 DATE: 04/17/13 70' Min _ E N — U Stone 3" SM -2A Asphalt --� > 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS. C . m m - Construction ' � Access 2% SIO e 2% Sloe Existing TRENCH UPSLOPE ALONG THE LINE -/ f�� �L s s a' 0' E Pavement OF POSTS. /11 � `3 •18" MIN * ,; �-- _ GRAVEL (12' MIN. DEPTH) 6" 21A Aggregate Base Filter Cloth •/ Existing c RUNOFF WATER Grade SECTION B —B I f 1( l �, W WITH SEDIMENT _ J(, � � _ ___. •I Jill .10 II II a 'd Existing o. A Pa ement B — "(III— FLOW — III TI r T — III III I GRAVEL FILTER 12 WIRE MESH •.., ' Orr S Q 5 SEDIMENT 2% Slope' RUNOFF WATER WIRE MESH 0 FILTERED :... N WATER FILTERED ...,,.. 3 4 M WATER ATTACH THE FILTER FABRIC TO THE WIRE . BACKFILL AND COMPACT THE Stone Positive Drainage FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. Construction A To Sediment *Must extend full a Access Trapping Device width of ingress PLAN VIEW and egress operation -II — l •r. SPECIFIC APPLICATION / // I �FIF' // •'G • • 4 . �j• • ° %ra,,,r,. /� �IIII I d•:•o.. MICH Y RS SEDIMENT D I,i r No. 33028 THIS METHOD OF INLET PROTECTION IS APPLICABLE .: - — / 12 Min I / -� ::�.-:: I I o WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, 'Positive / CONCRETE GUTTER 12" cuRe INLET BUT NOT WHERE PONDING AROUND THE STRUCTURE P tl di Drainage / —� J To Sediment —� '' S'I M; CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE 2% Slope Trapping Device FLOW �- �— ONAL TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. - Illli SPECIFIC APPLICATION :. �*, • .�. ., . �, ', � ,� I--=' A � ado ova EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS o CD ° * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE Filter Cloth WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE o AGGREGATE. INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED Lu SECTION A —A FILTER FABRIC AREAS. U w _ GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. Cn GRAVEL AND WIRE MESH NOTE: A minimum water tap of 1" diameter must be installed with aminimum —I o U 1" ballcock shutoff valve supplying a wash hose with a diameter of 1.5" for 1 DROP INLET PROTECTION (IN adequate constant pressure. Wash water must be carried away from the paved w w construction entrance to an approved settling area to remove sediment. Al GRAVEL CURB INLET PROTECTION DETAIL IP A W13 NOT TO SCALE sediment shall be prevented from entering storm drains, ditches, or 3 SUPER SILT FENCE DETAIL (SSF) W13 NOT TO SCALE Q ci watercourses. W13 NOT TO SCALE ° Cn m Paved Construction Entrance (CE)° W Z W13 Not to Scale z ao U) w o woi o o c o 10% SETTLEMENT - ==- =___ -_ __ =- = == -_ _ 0 0.3' FREE BOARD— 3 -0 _ ----------------- - Silt Fence E2 22 con I f ff _ I_E II- —� I ( - -._ I_I I I i (WITHOUT WIRE SUPPORT) , • •, • �. ENDWALL Z zo TYPICAL NEE- SHAPED DIVE SIGN 2. EXCAVATE A 4" x 4" TRENCH • • • ■ 1. SET THE STAKES UPSLOPE ALONG THE LINE OF �..�•.. ~ DIVERSION DETAIL DD STAKES. `�' 5 Not to Scale -_ MAX • • • • ■ r TOE OF FILL o 0 U U U U W1 1.. � CULVERT O Lu A A / / / , ° ° / //\ \ A CD ry PIPE OUTLET TO 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT ° ° TOE OF FILL � Eli WELL- DEFINED PIPE OUTLET THE EXCAVATED SOIL. TO FLAT TO STAKES AND EXTEND Z W d CHANNEL AREA WITH IT INTO THE TRENCH. SILT FENCE ° ° *DISTANCE IS 6' MINIMUM IF p Q 0 PLAN VIEW PLAN VIEW NO DEFINED FLOW IS TOWARD EMBANKMENT U a CHANNEL PERSPECTIVE VIEW �' W 04 FLOW iJ Z L = 12 ; .�. .; Ston6 C m o bin t a on / "d M r, L, / YF /7 :rte- '•xy: <r. 0 �'�r•� % ice% •a. , :tip.. , oyO / / I�1 0/ / 5 \ \ l / r ��jj 1 / — \ TY \ \ \ SECTION A -A � / / \� \\ / / / ��\ - - _..,.'�','�.i� . N< f .- •t,,�. � .. q FILTER CLOTH / / \/ \\ / / \ / \ \\ �.�•: � . , . • � �i [—i W — / \i \\ / \i \\ �,-I - FILTER CLOTH KEY IN 6 9 ; \ / \ � U � EY IN 6 9 // // K / �-I RECOMMENDED FOR RECOMMENDED FOR SECTION A -A d 6 50 TIRE PERIMETER ENTIRE PERIMETER SHEET FLOW INSTALLATION cF, FLOW (Median Stone Siz e N P ER S PECTIN E VIEW co � >'rY: V drs I—�. 3 - III III I W Q e� •� 1;;I I;II A MAX A ` WIRE Diameter Discharg e Ap ron Length Upstream Downstream R i ro p FABRIC Z Structure Pipe (in) (cfs) (ft) Apron Width (ft) Apron Width (ft) Stone Size II *VDOT #3, #357, #5, #56 OR #57 CLASS I C:) POLYETHYLENE � LINE POST COARSE - AGGREGATE TO REPLACE RIPRAP w SWM -1 30" 9.31 18 7.5 10 Class Al / FABRIC (III (III I,—, ULVERT /ST -6 30" & 15" 19.56 (Total) 20 11.25 31.25 Class Al ATTACH TO I;;I II; ,D' SILT FENCE IN "HORSESHOE" WHEN -- - -- -- .._ POSTS WITH ,,,, II. 6' MAX. METAL TIE WIRES.) CONCRETE GROUND LINE HIGH VELOCITY OF FLOW I- STR -1 36" 42.10 15 _9 _21 Class Al ` — / 5' MIN. METAL CONVENTIONAL ) OR BRACING FOOTING IS EXPECTED. W (U) POSTS STR -62 15" 3.10 9 3.75 -- 12.75 'Class Al CULVERT A 15" 1 4.81 8 1 3.75 7 1 Class Al POINT A SHOULD BE HIGHER THAN POINT B. PERSPECTIVE VIEW PERSPECTIVE VIEW DRAINAGEWAY INSTALLATION PLASTIC FENCE METAL F E C E DOM. PROJECT NO:12,006 (FRONT ELEVATION) INDEX TITLE: (_7Stff FENCE DETAIL (SF) W13 Not To Scale 9 CULVERT INLET PROTECTION (CIP): SWI 3 6 OUTLET PROTECTION TABLE W13 NOT TO SCALE SW13 Not To Scale SAFETY FENCE DETAIL SF SHEET NO: 13 OF 27 W13 NOT TO SCALE DATE: 04/17/13 `\ `\ \ \ \ \\ \ \\ \\ \ \\ \\\ -- ` � -- - \\ \ \\ \ \� ` `\ \\ \ \\ \\ \\ \\ \\ `\ _ --- - - - \` -\ \\ \ ` �m - V o V • i ui - O �, \ \ \ --- \\ \ \ \ \ \ \ \ \ c is 'V- V' \ \\ \\ \\ \\ \ \— -^ — — — _ _— '- '--• -„ —. - —_ - -- — _ —1 -- — \ \\ \ \\ \\ \ \ - \\ -\ \ \ \ \ \ O 1\ - L •E _ 11 ,, c 0 W A L- I -- ----- \K , \ - - — - — \ \ \ \ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ __ -- — � /ice• _ `' 11 :: ::f - — — - - - - - \_ _ \ \ \ \ \ \ \ \ \ , — ::,:: -Ir - - - _ \ — \ \ \ \ \\ \ \ \ \\ \ \ \\\ \ ' \ / / - ` \ \ \ \\ \ \ \ \ \\ \ \ --- -- i / —�i — -/ j — - -- —` -- \ \ \ �-- — A. �`' - - -'- — - -__— / /' // /'"-� \\\ \\ \\ \ \ \\ \\ \ \\ \ \ \\ \\ \\ \\ \\ \\\ \ \`_____— �// // //" `_ !' /'' — - - - -- = �� \ ---•\ 1117Y P11C1N \ \ \ \ \ __ --- - - - --- _ / -__- __ - -_ - -- I * O '` 1'- --- - - - - - %�'�"� j - — .- \ \ \ \,\\ \,\ \ \\ '\ \\ \� \\ \\ \\ \ \ ` \\ \ \\ -- -- ��/ / / /'/ _� -' - � \\ \ I I I / / / 4 a oj \ - -_ _ --- - - - - -- �\\ \ \ \ \ \ \ \ \ \ \ \ \ -- .-- / - - -- / / - -- _ I // / (\ I / i V e 0 /-- - - — _ _. — �, i / /'' ��- -- -- - - -- --\ \\ -' \\ \\ \ l .\ \ \\ \\ \\ \ \ \\ `\ \\\ \ ` _ _ .. -" - -�- ''' ��- j jj/ /,� - '' \ \\ / I I l•.✓ / /J j j / /' � -- ------- - - - --- - - _ - - - -- — — - -_ \\ -\ \\ \ \ \ \ \\ \ \\ \ / -'''/ ''//''/ .1 / /'' - - - --- ' I 1 / / l ! / , \ \' \ \ \ \ \ \ / I / / / / / /'(�,`�,—z _ --- _ --- •'' _•-3�- — — — — — — --------- \, \ \\\ \ \ \` \\ \ \ \\ 1%` \\ \\ \ \ \� '\ \-• \\ \\ --- �" .- / ,-i �•/ �i /// / - - _`\ \ I { I J / J / / // ,- I - _� _ - - - --- ----- - - - -_- - - �` -\ \� \ \� \ \\ \ \ \ \\ \ \ \ \ \\ \ \ \\ - � / /// / / /// / ! /' / r- \ \— \\ /.( I // / J !/ (r/ I // /' / / / \...� ^� \ \ \ \ \\ \ \ \ \ ♦ / / / / 400--" ` \ �` I / / / / J / \�� ---- - - - - -- - - - -- __ - \ \ \\ \ \ \ \ \ \ \ - -- _ // -! / / / / ! ! __ - - -20'- \\ \\ e I I I / I / \.J� / J / / IV _/ // 11:7------- - __ _ _ - \\ \ \ \ \\ \\ \ \ \ \ \\ \ \\ �\ X \ \ -- /i'/ /' // / / ! !/ ,/ // `----- _��pu6 /i� \ \\ \.'' \ I I l / J ! � I / ! / /' /' ---''/ �P- _ \ \\ \ \ \\ \ \\ \ \ \\ \ \ \ \ \` // / �l / / ! / / / / / fos n09e\ \\ 1 \ \\ I I 1 1 ! / / / ! ! ! 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I ' I i i l 1 1 I rl / �- _ - -\ `\ \\ \\ l \ \ _ /' / - \ \ I \ \ \\ ` 1 I 1 1 I ) I 1 1 i yr / / / / m \ ' t i 1 1 I I / //- \ \ \ i \ \�\ \ �r / /' �lt OR \ \ \ \ \ 1 I I / / / / I I I l / _ \ \ \ \ _ _ / / /i /J 1 \ \ \ \ \ \\ � \ 1 I i I I 1 1 / ! 1 / 1 r / / m / ! 1 ! I I I i 1 I , i / / // \ \- \\ \ \ \ \ I 1 \\ ___ _ _♦ /// / /0 \ \ \ \\ \ \\ \ \\\ ` \ \\ \\ \ \\ \�`\ \ 1 1 I ! ! / /. W ! I l 1 I I i I 1 1 \ ( \ / ' - - - - \ \ 1> \ I 1 -`�� _ ` _ _ - \ \ \ \ 1 1 1 ! l \ I / / / LU ! I i 1 i I I / ' - \ - \ \\ \\ \ t\ / �'' ' ` \\ \ \ ent\ \\ \` \\ \\ \\ \ \ ��\ \\ \ I, \\ I i I i / I i i /' 1 1 l 1 �1 ! I I I I I 5 / / \ \\ I s t 1 i I i / ! -'' _ \ \ \ \ \ \i \ tX� -' hl'- - _ \ \ \ \ \ \ \\ ` \ 1 / I I / i I / 1 / i ! \�✓ I / / / ♦ / -- W I l ! I i l t i i i % / / -- \ \ \ \ \_d_r�.y yp - -_ \ \ \ \ \ \ \ \ \ \\ l \ I \\ \ \ I I I ) / i / / / ! ! 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No. 33028 �e> 41 Y LLI Z 1 W $ •�C N � O \ F-i O m W Y U z TT ,, V 1 --�- -I W 2 U C/D w C/2 C w U U U m a a CD CD V zi T� P4 Z F-� V 1 fY] W m Z` Z cn W �7 Qj J I--I A dc-11 F-• 1--� -1 O O O 0 1F �•1 0 z C LLI J co t-4 H U U U U A U U U U LLI Z 1 W $ INDEX TITLE: SWI 3 SHEET NO: 15 OF 27 DATE: 04/17/13 F-i O z TT ,, V 1 --�- -I w z T� P4 Z F-� V 1 �7 Qj J I--I ~NN- F-• 1--� -1 DOM. PROJECT NO:12.006 INDEX TITLE: SWI 3 SHEET NO: 15 OF 27 DATE: 04/17/13 / a 1\ 1 Vi �I , 1 \ I s Pro o s e d R// W \ o \ Line (See on f Pond 2 Pool Depth Zones: / -•f \� /• terconnection t 0 Depth Zone Elevation Surface Area Percentage of Wet Storage Area i F1rst In fist Church In / 6roadus B °pwith proffer 43/� 1 _ Or - 1.5' 350.00 - 348.50 11,413 sf. 22.5% 1 accordonce 1.5' - 2' 348.50 - 348.00 3,862 sf. 7.6% / 2' - 6' 348.00 - 345.00 35,380 sf. 69.9% X10' at4 f. -- / ,- ..-- -` � i / -- _ � � _, ,- � ._-- - � _..- - '� .,-• '' � -•' � ---� / / / / / .-- ..,.,.• % \. >�. -�'/ �- / / (n / 1 o I / / l C •i-U Prr V r 0 To l'oa d 36 6 v � \ ��• .`�• ' � lam / � / � �' /.v / / / �' / �� yt�j / / V• .Y ar I 1 / / I / -b I / / I / .v I 1 / ' �•y I •� j I I I I I I / / // / / / / ,Diversion Dik To Remain .V 1 6p I CP E�JSer Tr S t Level I T i i I Weir Report re develo rent _ - !Area st -devel meM I'O oP �J Reads & Parking Hydraflow Express Extension for Autodeske AutoCADO Civil 3D0 by Autodesk, Inc. Wednesday, Aug 13 2014 SWM -1 Sediment Forebay Trapezoidal Weir Highlighted Crest = Sharp Depth (ft) = 1.85 Bottom Length (ft) = 14.00 Q (cfs) = 131.26 Total Depth (ft) = 2.00 Area (sgft) = 32.74 Side Slope (z :1) = 2.00 Velocity (fUs) = 4.01 Top Width (ft) = 21.40 Calculations Weir Coeff. Cw = 3.10 Compute by: Known Q Known Q (cfs) = 131.26* Depth (ft) SWM -1 Sediment Forebay Depth (ft) 3.00 subtatat. { LeugAi _ Width _Area subtotal _ � `� � 01 -0''T _ _0' d� QI 0 Oi 1010591 `off_ =\ - 3.00 w-+ _ 0 - of � 101059 - 0 - -= -- 1.119491 Driveways 2.00 subtotal Len h Width na. subtotal 4358 x 470 - 30422 and walks - Q 0�..._ Oi o -- o oT- Oi t1 0 0 2.00 Area I r ands and cul6vatedturf 962676 x 0 08- 7701 t 08 - &71601 x 0.08 - 51568 08 .. Active crop and Area ea RACK(S) TO BE REMOVABLE. _.\ Area 025. -- - 0 1 2 - 3 41 1 2 _3 4 E­ r- 0 -I 1.00- W S. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY Gravel are as Area - �- MCDPS PRIOR TO FABRICATION. U \ INDEX TITLE: - 1.00 U 4356 x 0.70 = 3049.2; Structures Area nor. subtotal C Area no. subtotal * DETAIL TAKEN FROM MONTGOMERY COUNTY, MARYLAND 0 0 0 43560 0 _ O SHEET NO: 16 OF 27 _ 01 01 43560 0 0 5s I� F a. _ _ 0 0 0 43560 50093 - Act vely grazed pasture $ Area - I Area ads and' cultivated turf 52460 x 0,08 = 12196.8 0.00 - __ 17424' Active crop land Area Area U _ I--_tx 0.25 = 0 x 0.25 = 0: OtherImpervious Areas 0.00 0 0 Imperious Cover \4 21 _- < � x - C0 to 1.00 -1.00 0 Weir 5 10 - W.S. 15 20 25 30 35 40 Length (ft) Spr der * 10 -Year flow rate of 131.26 cfs from Hydrologic and Hydraulic calculations for SWM -1 I I I I I 1 1 1 1 1 1 1 ( I \\ , I I I 1 1 I► 1 11 II y I* l l i// r// 1 SWM 1 SEDIMENT FORBAY SPILLWAY J Bo rd Fe e (T II II � � II � �� I I + � 1 SW14 NOT TO SCALE / aint d BI ck ��� y \ II I I I I II 11 1 11 11 11 I IIy 1 I I I I 1 II �I I III \ I \ ` \, 4 1 1 I 1 11 I I II ' 1 1 1 1\ \ Embankment Elev. =358. i` I I{ Pbnd e i\ �� .vh \\ _ \\ � � • I Y` I � I � I i I 1 1 I I \\ \\ \ \ I 11 I it I 1 \I 11 1 , I \ \\ \ \ \\ \ \ I °� ° EMERGENCY SPILLWAY DETAIL SECTION B - B NOT T(0 SCALE \\ �� \ \ s � � 1 1 1 I, 11 1� •� 1 1 1 1` 1 1 1 1 rI(gnt A autic �encl� tea\ \ \ \ \ \ Foreblay Bottom = 346.0 With 'Mixtgre o� Waterweed,l \ \ \ \ \ \ \ \ \ \ \ 1 \ \\ V I I I S oft -St m Bulrush, d \ 1\ \ \ \ s ( and CaMil cor\appr?ved equal. Plant iin klccor�ance with \ \ \ \ 1 \ \ \ / I 1 SWM tH(and'book I Std. 405 Inn V_ r- I..,._ZC-7 07 rrcil UUV.- O�V.Iv (Outfalls Into Rip -Rap Channel With Same Section) Top of Dam Elev = 352.25 SWM -1 FOREBAY DETAIL SECTION B -B o� I I I I I I IV1 V \ \ SW14 HORIZ. SCALE: 1_ 12 s VERT. SCALE: 1 " -6' I 11 I 111 , \ �, \ \-.. \ / •V .V I � l (.� 1 \ \ � \ � � .� \. V \ \ SWM -1 DETAIL -- \ X15 2• \ \ \ \ I l I SW14 HORIZ. SCALE: 1 " =6' 10 52.2 � \ \ I I I 1 I I ! VERT. SCALE: 1 " =3' 1 / I \� \ \ 11 We I v. U. t Fot ebay \ I I I I \ 1 \ \ Crest Elev = 355.70 6" Orrifice, Elev. = 354.40 I ` \ Board Fence \ \ \ \ \ Pa(nted Black J 1 \ \ \ \ \ iz 3" Orifice *, Elev. = 350.00 \ \ \ 1 \ I T l and S Elev. 348.5 = Acclss 1 seme \ \ \\ \ 1 30 \ \ 0 30 1 60 \ \90 Bottom Elev Pond 1 345.00 SCALE: \1 30' \ , / 4' Troill cce &I Drain a E me I I 1 1 I I- vortex L 10' quatic A hnch 0 Short Version BMP Computations For Worksheets 2 -6 Albemarle County Water Protectio n Ordina nce: Modified Simple Method Plan: Cascadia -Pond 1 - _ Water Resources Area: Development Area Prepare__ i Dominion EngineednrLDate: 1131i2013 Project Drainage Area Designation Pond -1 L storm pollutant export in pounds, L [P(Pj)Rv112 j [ C(A)2.72 ] RV mean runoff coefficient, Rv= 0.05 +0.0090) Pi small storm correction factor, 0.9 I percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, E:A M ffi C pollutant concentration, mgA or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over impery area = A(I)43560(0.5112y27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RR100 /L(post) Fmr R e n Fodor Item _ _ -- -- -- -- - - - - - -- - re develo rent _ - !Area st -devel meM I'O oP �J Reads & Parking LPnct1 11Vdth _ subtatat. { LeugAi _ Width _Area subtotal _ � `� � 01 -0''T _ _0' d� QI 0 Oi 1010591 `off_ =\ 10a 9a w-+ _ 0 - -- - of � 101059 01 4 - - -- -- r�- �-- 0 - -= -- 1.119491 Driveways Len h Width nor. subtotal Len h Width na. subtotal 4358 x 470 - 30422 and walks - Q 0�..._ Oi o -- o oT- Oi t1 0 0 i Area I r ands and cul6vatedturf 962676 x 0 08- 7701 t 08 - &71601 x 0.08 - 51568 08 .. Active crop and Area ea RACK(S) TO BE REMOVABLE. _.\ Area 025. -- - 0 1 2 - 3 41 1 2 _3 4 E­ r- 0 -I - -- 0 W S. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY Gravel are as Area - �- MCDPS PRIOR TO FABRICATION. U \ INDEX TITLE: - x 0.70 - 0 -� U 4356 x 0.70 = 3049.2; Structures Area nor. subtotal C Area no. subtotal * DETAIL TAKEN FROM MONTGOMERY COUNTY, MARYLAND 0 0 0 43560 0 _ O SHEET NO: 16 OF 27 _ 01 01 43560 0 0 5s I� F a. _ _ 0 0 0 43560 50093 - Act vely grazed pasture $ Area - I Area ads and' cultivated turf 52460 x 0,08 = 12196.8 \217800 x 0.08 = _ __ 17424' Active crop land Area Area U _ I--_tx 0.25 = 0 x 0.25 = 0: OtherImpervious Areas 0 0 Imperious Cover \4 21 RProf Rvfpost) V 1.63 min. values Water Watersheds Embankment Elev. =352. Interim Manual, Page 70 rev- 16 Feb 1998 GEB llriIIlJ inn v_ Short Version BMP Computations For Worksheets 2 -6 Albemarle County Water Protection Ordinance: Modified Simple M ethod Plan: Cascadia Subdivision Water Resources Area: Development Area Preparers .... Dominion Ell inch eenng.- ..- ... -___._ Date: 911 3120 1 4 Project Drainage Area Designation DA -POND 2 POST DEVELOPMENT L storm pollutant export in pounds, L= [P(Pj)Rv112 ] [C(A)2.721 Rv mean runoff coefficient. Rv= 0.05 + 0:009{1) Pj small storm correction factor, 0 -9 P^ I percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in sl�6jectdrainage area, Ei=smw C pollutant concentration, mg11 orppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperu area = A(I)43560(0.v12y27 RR required removal , L(post) - f x L(pre) %RR removal efficiency, RR100IL(post) r.,. r ;. , r•., ., r.,e I., .. s,..,. n.. .,., r.....1 Item o met re- deveto n _ _ R_..- ___ -p Area_.._ feast -devel rent Roads &Parking Lenc�h- Width subtotal tii otall 'Area Length Width subtotal + - ....0 _ t! 4 0 0• � `� � 01 -0''T _ _0' d� QI I 0 0 152460 ;E w-+ Driveways en h Width no tots ys c _ th sub I andwalks (- 04 0 0 0 01 0 - 0 0 II I 0 - 1 2 3 4 _ -- 0 Len th Width nor subtotal __ 4 0 Ol 588061 _ ... __ 0 - 0� 0 239581 _ 0 6~�_ OL 0_ 82769 1 2 3� 4 �- Q 0 i 0 Gravel areas Area Area - - I i i x 0.70= 0 4358 x 470 - 30422 Structures Area _ no. subtotal 0 0 21780 0 0 0 - 0 _ 21780 Area no -_- subtotal _ 0 0 186001* 0� 0 24002 i.- !\ 0. 2110003 Actively razed pasture & Area i Area I r ands and cul6vatedturf 962676 x 0 08- 7701 t 08 - &71601 x 0.08 - 51568 08 .. Active crop and Area ea RACK(S) TO BE REMOVABLE. _.\ Area 025. -- - 0 + - _ x 0.25 =! 0 Other Impervious Areas (Future Development 'Town "Phone) � U) .. .. _ E­ 0 - - 30!0000 Impervious Lover g���� {r m R po I[pre) 1(post) 43-41 1: .: 2 111.11 LIC. V.' -VVV.V EMERGENCY SPILLWAY DETAIL q SECTION A -A SW14 NOT TO SCALE 15' Aquatic Bench ...,ervious Core* Spillway = 350.0 101 Elev. = 348.0 \ SWM -1 Bottom = 345.0 *Impervious core shown for informational purposes only. Final design to be provided by geotechnical engineer. Inv = 346.00 8'Ox1.5' t Concrete Base Embed 6" in Concrete Top of Dam Elev = 358.33 8' 68.28' -30" HDPE 1.90% Cutoff Trench* Interim Manual, Page Ifl rev. 16 Feb 1958 GEB BMP CALCULATIONS SW14 SCALE: 1"=100' Expanded Steel Grate (rye) 12", __ WELD (fYP.) . a o - 1 1/2° x 1 1/2" X vl ✓ "0 < >`� 1/4" STEEL ANGLE LWO I� (TYP.) Exoanded Steel Grate Opening Detail C 22 -3 L© PER Fr2 Not To Scale EXPANDED STEEL ' GRATE RACED ON LBS SF LWO SWO WIDTH '2.5 .203" LOW FLON! OPENING /16" HOLES , WELD (TYP.) 1 1/2" X 1 1/2" X 1/4" STEEL ANGLE (TYP.) 1 1/2" X 1/4" STEEL STOCK WELDED TO ©ASE AS SHOWN s L C 0 s .E .t �E s 0� �.1 �E: o - - 8 N N > m Oi o v m m E od-v s U O U l/ 9 MICR Li . o. 33028 30 8 �sIONAL GENERAL NOTES FOR TRASH RACK o C0 } tii 1. STEEL TO CONFORM TO ASTM A -36. SW14 NOT TO SCALE � `� � 0.' 0 ;E w-+ W 0 on detail 5/SW14 or approved equal. W Y 2. ALL SURFACES OF TRASH RACK(S) MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION. for informational purposes only. Final Z design to be provided by geotechnical Ztf� tL 3. TRASH RACK(S) TO BE FASTENED TO 1NALL WITH 1/2" MASONRY ANCHORS. TRASH i .-i W Q CM d' U RACK(S) TO BE REMOVABLE. 100 yr. Elevation = 357.23 O � U) A E­ L`- \ r W S. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY U \ MCDPS PRIOR TO FABRICATION. U \ INDEX TITLE: U U SW14 o 0 o C * DETAIL TAKEN FROM MONTGOMERY COUNTY, MARYLAND E-1 SHEET NO: 16 OF 27 WATER RESOURCES SPECIFICATIONS. I� m E-t DATE: 04/17/1 Z 172 U U U it..i GENERAL NOTES FOR TRASH RACK } tii 1. STEEL TO CONFORM TO ASTM A -36. SW14 NOT TO SCALE � `� � 0.' m ;E w-+ rack to be installed on orifice as shown 0 on detail 5/SW14 or approved equal. W W 2. ALL SURFACES OF TRASH RACK(S) MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION. for informational purposes only. Final Z design to be provided by geotechnical Ztf� cC 3. TRASH RACK(S) TO BE FASTENED TO 1NALL WITH 1/2" MASONRY ANCHORS. TRASH Z .-i W Q CM d' U) W RACK(S) TO BE REMOVABLE. 100 yr. Elevation = 357.23 O � U) A E­ L`- \ r W S. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY \ MCDPS PRIOR TO FABRICATION. \ \ INDEX TITLE: ES -1 SW14 o 0 o C * DETAIL TAKEN FROM MONTGOMERY COUNTY, MARYLAND E-1 SHEET NO: 16 OF 27 WATER RESOURCES SPECIFICATIONS. I� I E-t DATE: 04/17/1 172 it..i J < � x C0 to = U ° K) U UU GENERAL NOTES FOR TRASH RACK 5 ORIFICE TRASH RAC K tii 1. STEEL TO CONFORM TO ASTM A -36. SW14 NOT TO SCALE � `� � 0.' ;E w-+ rack to be installed on orifice as shown on detail 5/SW14 or approved equal. Q W 2. ALL SURFACES OF TRASH RACK(S) MUST BE HOT DIPPED GALVANIZED AFTER FABRICATION. for informational purposes only. Final Z design to be provided by geotechnical Z UJ engineer. 3. TRASH RACK(S) TO BE FASTENED TO 1NALL WITH 1/2" MASONRY ANCHORS. TRASH Z .-i W Q CM d' U_ RACK(S) TO BE REMOVABLE. 100 yr. Elevation = 357.23 O � U) 4. TRASH RACK(S) TO BE CENTERED HORIZONTALLY OVER FHE OPENING. F- F- S. FABRICATOR MAY MODIFY COMPONENTS OF TRASH RACK FRAME TO IMPROVE CONSTRUCTABILITY OF TRASH RACK. MODIFICATIONS MUST BE APPROVED BY MCDPS PRIOR TO FABRICATION. O INDEX TITLE: ES -1 SW14 * DETAIL TAKEN FROM MONTGOMERY COUNTY, MARYLAND E-1 SHEET NO: 16 OF 27 WATER RESOURCES SPECIFICATIONS. I� I E-t Emergency Spillway = 356.10 mpervious Core ** 5 ORIFICE TRASH RAC K ul w SW14 NOT TO SCALE � `� � 0.' *Trash w-+ rack to be installed on orifice as shown on detail 5/SW14 or approved equal. Q W * *Impervious core and cutoff trench shown for informational purposes only. Final Z design to be provided by geotechnical engineer. - 1.5 yr. Elevation = 354.09 2 yr. Elevation = 354.28 W Q 10 yr. Elevation = 355.92 100 yr. Elevation = 357.23 O � U) I--Z -1 F- F- Lu W DOM. PROJECT NO :12.006 INDEX TITLE: ES -1 SW14 Inv - 344.58 SHEET NO: 16 OF 27 Rip -Rap DATE: 04/17/1 lb G lb lb lb i ,o a ,o SCALE: 1 " = 10' Ill WEIR Impervious Core* 20 i AND PLANT IL NG PLAN SW15 CLEAN -OUT TOP OF BERM W /WATERTIGHT T 11V11 1 -NE WIN"I - PVC PIPE @ 1% MIN, SLOPE *Impervious core shown for informational purposes only. Final design to be provided by geotechnical engineer. LOAM OR GRANULAR 4" PERFORATED PVC PIPE @ 1% MIN, SLOPE Note: For BF -1, Extend 4' wide by 1' deep rip -rap TOP OF GRASS SEE channel to stream. Refer to sheet SP8 rlr r,4 r-I lI- AZl1 BERM WEIR _\ DES TAIL channel of the site plan for final grading. rr its z 50% SAND/30% TOPSOIL N G 20% LEAF MULCH (SAND: 0.02 " - 0.04 ", BF #1 ELEV= 424 ASTM C33 FINE) BF #2 ELEV= 446 � FILTER FABRIC PROVIDE PIPES UNDERDRAIN GRAVEL (AASHTO M43, ACROSS ENTIRE WIDTH 1/2 " -1 ") WRAPPED IN FILTER FABRIC AT 20 FT O.C. Bio- Filter Sizing Calculations: DA -BF #1 Impervious Area: 22,500 sf. Bio - Filter Area Required: 22,500 X 5% = 1.125 sf. Area Provided = 1,165 sf. DA -BF #2 Impervious Area: 6,436 sf. Bio - Filter Area Required: 6,436 X 5% = 321 sf. Area Provided = 520 sf. Bio - Filter Weir Sizing Calculations: DA -BF #1 Drainage Area = 1.145 Acres c =0.57; Tc =7 Min; 1(10) =6.5; 1(100) =8.4 Q(10) =4.24 cfs; Q(100) =5.48 cfs Weir Calculation (Weir Length = 4'): 10 Year: 4.24 cfs= 3.33(4')(H '\') -> H= 0.47' 100 Year: 5.48 cfs= 3.33(4')(HA2) -> H= 0.55' DA -BF #2 Drainage Area = 1.093 Acres c =0.38; Tc =8 Min; 1(10) =6.1; 1(100) =8.2 Q(10) =2.53 cfs; Q(100) =3.41 cfs Weir Calculation (Weir Length = 3'): 2 BIO- FILTER SCHEMATIC 10 Year: 2.53 cfs= 3.33(3')I -> H= 0.40' SW15 NOT TO SCALE 100 Year: 3.41 cfs= 3.33(3')(H") -> H= 0.49' Refer to sheet SW13A for channel outfall culvert under trail and access road PLANTING SCHEDULE TABLE BIOFILTER Tree Shrub #1 #2 LANDSCAPING SPECIES Size Ht. Culvert B " HDP Red Maple (Acer 1.75" Calculations 1 1 rubrum) (Cal.) Slope (%) = 1.74 Qmax (cfs) = 4.81 Sugar Hackberry 1.75" = (dc +D) /2 1 = 2.94 (Celtis occidentalis) (Cal.) Highlighted Invert Elev Up (ft) Span (in) 11 Heritage" Rive r Birch Clump = 4.81 1 1 (Betula nigra) n -Value = 0.013 Qovertop (cfs) = 0.00 Culvert Type Total Trees provided Veloc Dn (ft/s) = 4.30 3 2 ®Arrowwood Viburnum Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 18" 3 2 (Viburnum dentatum) HGL Up (ft) = 445.29 Embankment Qovertop (cfs) + Red Chokeberry - = 445.84 18 _ 3 2 (Pyrus arbutifolia) Flow Regime = Inlet Control Crest Width (ft) _ Summersweet CD (Clethra alnifolia)) = 4.88 18" 2 1 Total Shrubs provided = 419.04 g 5 UNDERDRAIN 4" NON-PERFORATED Grass Weir PVC PIPE BERM BERM ,I II 2:1 SIDE i l + l i SLOPES (MAX) t UNDERDRAIN 4" PERFORATED PVC PIPE l� i II ,I ii II d U b CLEAN -OUT (TYP) TTYPICAL PLANTING SCHEMATIC 3 BIO- FILTERS #1 & #2 SEE 1 SW16, 7 SW15 SW15 NOT TO SCALE Culvert Report 6_a, =_ 0.54 Acres Hydraflow Express Extension for AUtoCAD® Civil 3D® 2013 by Autodesk, Inc. =7.1 Monday, Aug 115 2014 CULVERT -A Culvert B " HDP A Invert Elev Dn (ft) = 444.20 Calculations Invert El,ev Dn (fit) Pipe Length (ft) = 11.50 Qmin (cfs) = 4.81 Slope (%) = 1.74 Qmax (cfs) = 4.81 Invert Elev Up (ft) = 444.40 Tailwater Ell (ft) = (dc +D) /2 Rise (in) = 15.0 = 2.94 1 (cfs) Shape = Circular Highlighted Invert Elev Up (ft) Span (in) = 15.0 Qtotal (cfs) = 4.81 No. Barrels = 1 Qpipe (cfs) = 4.81 n -Value = 0.013 Qovertop (cfs) = 0.00 Culvert Type = Circular Concrete Veloc Dn (ft/s) = 4.30 Culvert Entrance = Square edge w /headwall (C) Veloc Up (ft/s) = 5.16 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 445.27 Qpipe (cfs) HGL Up (ft) = 445.29 Embankment Qovertop (cfs) Hw Elev (ft) = 445.84 Top Elevation (ft) = 446.50 Hw /D (ft) = 1.15 Top Width (ft) = 4.00 Flow Regime = Inlet Control Crest Width (ft) = 20.00 � = 4.88 Etev (tt) CULVERr,A HGL Dn (ft) Etrt Depth tit) = 419.04 HGL Up (ft) 44700 = 419.33 Embankment Hw Elev (ft) 2.60 I Top Elevation (ft) = 421.00 1 (ft) = 1.02 Top Widlth (ft) = 8.00 Flow Regime l� = Inlet Control Crest Width (ft) = 25.00 445.50 445.043 - - Culvert - -- - -- <' <I< «_ - 1.60 f W W , I 4221x1 - 2 I DOM. PROJECT N0 :12.006k INDEX TITLE: SWI 5 SHEET NO: 17 OF 27 DATE: 04/17/13 3FA -- 2 I _ 7.7, 445.00 RED 3 444.50 .... #',' =� '- ... 0.10 - -- f • 444.00 -0.40 I _ .............. a: :...:;: � .. _ _ _ _ _ 44350 0 2 4 5 tt 10 _0 -Si0 1 12 14 IQ 18 20 I Circular Culy ert HGL Embank , Reach (ft) 6 CULVERT A CALCULATION SW15 Culvert Report 6_a, =_ 0.54 Acres Hydrallow Express Extension for AutodesIII AutoCADQ Civil 3D© byAutodesk, Inc. =7.1 Q(2) =1.10 cfs; Q(10) =1.38 cfs Thursday, Aug 212014 Culvert B " HDP A -_�� Propose -Gra w- 10 Year: 1.38 cfs= 3.33(2')(HA, Invert El,ev Dn (fit) = 418.00 Calculations c =0.36; Tc=S Min; 1(2) =5.5; 1(10) SWM Access & Mai a rtce, Pipe Length (ft) = 17.00 Qmin (cfs) - = 4.24 Slope (%) = 2.94 1 (cfs) = 4.24 Invert Elev Up (ft) = 418.50 Tailwater Elev (ft) = Rise (in) = 15.0 O Shape = Circular Highlighted Y \ Span (in) = 15.0 Qtotal (cfs) = 4.24 No. Barrels = 1 Qpipe (cfs) = 4.24 n -Value = 0.023 Qovertop (cfs) C = 0.00 Culvert Type = Circular Corrugate Metal Pipe Veloc Dn (ft/s) -� 1.5' WIDE GABION BASKET WEIR WALL = 3.88 Culvert Entrance = Headwall VelCG Up (ftls) � = 4.88 Coeff. K,M,c,Y,k = 0.0078, 2, 0.0379, 0.69, 0.5 HGL Dn (ft) z z = 419.04 HGL Up (ft) = 419.33 Embankment Hw Elev (ft) = 419.78 Top Elevation (ft) = 421.00 1 (ft) = 1.02 Top Widlth (ft) = 8.00 Flow Regime l� = Inlet Control Crest Width (ft) = 25.00 wUD I- E-(rn Culvert F- I- I i ttiv napth (ft) I W W , I 4221x1 - 2 I DOM. PROJECT N0 :12.006k INDEX TITLE: SWI 5 SHEET NO: 17 OF 27 DATE: 04/17/13 3FA f • 420.W .............. a: :...:;: 1.50 - .'tnlzcantrtd- 1 419.00 - - -- 413.1:0 • xx .050 . ' i i- _ .... 41l.OU 0 2 4 5 3 10 12 t4 16 _L50 t la 20 22 24 26 ! C![clflarGUlvert IIUE Embank Reach ut) CULVERT B CALCULATION SW15 Embankment Elev.= 330.00 r-100 Yr. Elev= 329.55 4' 0 Grass Weir est Elev..= 329.00 -� EMERGENCY SPILLWAY DETAIL FOR BF -1 SW15 Embankment Elev.= 352.00 100 Yr. Elev= 351.49 3' CD S 5• Grass Weir Crest Elev.= 351.00 EMERGENCY SPILLWAY g DETAIL FOR BF -2 SW15 �e 'tbry �ew6r klsem4nt \ \ \ \ \ \\ DB\ 3662 \444 \\ \ \\ \\ \ 6s a1 #1 \ \ \ \ s- 1 t 455 450 11.50' - 1 @ 1.7 445 Rip -Rap Outlet Protection - (See detail 6 /SW13) 440 435 ig Gabion a c0ing is in\ex `Iting\\ \ �.� �y \ , W\ h \ � \C fir\ \area. N\0 \ \ o p N N \ o.\ R-) , = \d. it\ -on`c ,dearir� nlI\ 9 N - ` o¢ro- \.. \� \ o SWM Y •i ;;•• \. \ �ss R \ \ \ \ g'� Grass Lined Channel > m m W :•:�;:. 8,5 � \ SCC -B DETAIL � swM s \ \ \\ \ \ SW15 . _ � � Easement c W Grass Swale # DA =1.34 Ac. \\ \ \� \\ \ \ \ \ \ e`' \ \\ \ 1 \\ Imp. Area =6,350 Sf. \ \ v v v • °: �: t ,v v v i v v \ F 1 1 \ 1 l y \ � t i•• 1 I \ - I \ 1 I O 50 Prese a rea \ \ \ 1.5 High Gabion`.g4� I I _ � tion � \ Check Dam v at 33' O.C. (Typ.) \\ `l \\ \ MIL' •No.330 8ERS \ \ t• \ ` d 9 IpNAL � J _\ CULVERT A PROFILE Wall \ \' \ �1o4t. 6_a, =_ 0.54 Acres - -# c -0.37; Tc =5 Min; 1(2) -5.5; 1(10) =7.1 Q(2) =1.10 cfs; Q(10) =1.38 cfs W VDOT Al CHECK DAM " HDP A -_�� Propose -Gra w- 10 Year: 1.38 cfs= 3.33(2')(HA, 8 -- AS rode Ln w c =0.36; Tc=S Min; 1(2) =5.5; 1(10) SWM Access & Mai a rtce, _ o - _Cl� -> H= 0.41' } TOE PROTECTION (TYP.) .•4 W 0 \ - nd -StreamBuffer �, co o o 450 \ \ \ \ \ X Mitigation Easement O J _\ CULVERT A PROFILE Wall \ \' \ �1o4t. z 0.54 Acres - -# c -0.37; Tc =5 Min; 1(2) -5.5; 1(10) =7.1 Q(2) =1.10 cfs; Q(10) =1.38 cfs W VDOT Al CHECK DAM 455 =2' \ \ \ \ a' \:; or. Width Trail, A -> H= 0.30' 10 Year: 1.38 cfs= 3.33(2')(HA, -> H= 0.35' Grass Swale #2 Drainage Area = w c =0.36; Tc=S Min; 1(2) =5.5; 1(10) SWM Access & Mai a rtce, Q(2) =2.65 cfs; Q(10) =3.43 cfs 0 CD 0 -> H= 0.41' } TOE PROTECTION (TYP.) .•4 W 0 \ - nd -StreamBuffer �, co o o 450 \ \ \ \ \ X Mitigation Easement O H ►� Y \ °° CD Mox. Sloe le 445 440 435 S� W1 `J% HORIZ. SCALE: 1 " =30' VERT. SCALE: 1 " =10' 1.5' WIDE GABION BASKET WEIR WALL TO BE PLACED 33' O.C. AS SHOWN 14' \-FILTER FABRIC SWALE #1 = 2' WEIR SWALE #2 = 3' WEIR SECTION A -A NO SCALE Grass Swale Sizing Calculations: Grass Swale #1 Impervious Area: 2,880 sf. Volume Required: 2,880 sf. X .5" = 117 cf. Volume Provided = 130 cf, (65 cf. in two ponding cells.) Grass Swale Sizing Calculations: Grass Swale #2 Impervious Area: 6,3510 sf. Volume Required: 6,350 sf. X .5" = 265 cf. Volume Provided = 288 cf. ,72 cf. in four ponding cells.) O GRASS SWALE DETAIL SW15 NOT TO SCALE \ � U \ \. �*#SCC -B OGr� U U U 30 0 30 60 90 w z U U U SCALE: 1 = 30' ° CQ GRASSED SCALE & OUTFALL DETAIL m ° w c � 4' CLASS B TRAIL 33 z 0.54 Acres - -# c -0.37; Tc =5 Min; 1(2) -5.5; 1(10) =7.1 Q(2) =1.10 cfs; Q(10) =1.38 cfs W VDOT Al CHECK DAM 2'): A -> H= 0.30' 10 Year: 1.38 cfs= 3.33(2')(HA, -> H= 0.35' Grass Swale #2 Drainage Area = w c =0.36; Tc=S Min; 1(2) =5.5; 1(10) =7.1 Q(2) =2.65 cfs; Q(10) =3.43 cfs Weir Calculation (Weir Length = 2'): 2 Year: 2.65 cfs =133(S)(HA3) -> H= 0.41' 10 Year: 3.43 cfs= 3.33(3)(H�3) TOE PROTECTION (TYP.) .•4 W 0 0 co o H_:::11 O H ►� w Q I� °° CD Mox. Sloe % FILTER FABRIC (TYP.) C z -� 1.5' WIDE GABION BASKET WEIR WALL Z � � w � KEY GABION BASKET WALL 2' TO BE PLACED 33 O.C. AS SHOWN O z z H [Y U U CO) U PROFILE w NO SCALE w ra O O O 0 U U U U Grass Swale Sizing Calculations: 9 alc latlons: Grass Swale 1 = Drainage Area 0.54 Acres - -# c -0.37; Tc =5 Min; 1(2) -5.5; 1(10) =7.1 Q(2) =1.10 cfs; Q(10) =1.38 cfs Weir Calculation (Weir Length = 2'): 2 Year: 1.10 cfs= 3.33(2')(H" ') -> H= 0.30' 10 Year: 1.38 cfs= 3.33(2')(HA, -> H= 0.35' Grass Swale #2 Drainage Area = 1.34 Acres c =0.36; Tc=S Min; 1(2) =5.5; 1(10) =7.1 Q(2) =2.65 cfs; Q(10) =3.43 cfs Weir Calculation (Weir Length = 2'): 2 Year: 2.65 cfs =133(S)(HA3) -> H= 0.41' 10 Year: 3.43 cfs= 3.33(3)(H�3) -> H= 0.49 g AND PLANTING PLAN 10 0 10 20 30 SW15 SCALE: 1 " = 10' ui Q z , W � LL o C H_:::11 H ►� w Q I� °° C z � � w l� i� C�6 E­i _� W El l� o wUD I- I-I F- I- W W 2 I DOM. PROJECT N0 :12.006k INDEX TITLE: SWI 5 SHEET NO: 17 OF 27 DATE: 04/17/13 FC.C. 41CH � F. YER� � !No.33028 9� 9 (y ww� I �:D O STREAM BUFFER DISTURBANCE. Mitigation Plantings bare root seedlings or whips at 1,210 per acre, It t t \ \ \ \ a PP roximatel Y 6 x 6 on center) Im p act Area 1: 12,432 SF � Impact Area 2: 12,439 SF Medium to Large Deciduous Trees a 24,871 SF Acer rubrum Red Maple �' W Betula lento Black Birch MITIGATION AREA REQUIRED: Liquidambar styraciflua Sweetgum 2 x IMPACT AREA I i I t I t I I , I � \ \ , Small CanopyfUnderstor�Trees , 2 x 24,871 SF = 49,742 SF Amelanchier canadensis Servic eberry � A� —'► � Cercis canadensis Redbud C>d MITIGATION AREAS PROVIDED: Magnolia virginiana Sweetbay Magnolia r::� W W Evergreen Trees co 51,150 SF Magnolia grandiflora Southern Magnolia Evergreen Shrubs Kalmia latifolia Mountain Laurel 1-- Rhododendron viscosum Swamp Azalea W W * Taken from "Riparian Buffers Large Shrubs = 07 Modification and Mitigation Cornus stolonifera Redtwig Dogwood Guidance Manual" by DCR, Hamamelis virginiana Common Witchhazel DOM. PROJECT NO:12,00 chapter 5.1, Reforestation/ Small Shrubs INDEX TITLE: Establishment Table B. 5 —year Clethra alnifolia Sweet Pepperbush maintenance and performance guarantee required. Herbaceous Plants SWI Chelone I Y onii Pink Turtlehead 6 Iris cristata Crested Iris Lobelia cardinalis Cardinal Flower Podophyllum peltatum Mayapple SHEET NO: 18 OF 27 DATE: 04/17/13 - Ee E U s N N C ��co - O •L 6 O s S�� 0 VQ �m C s :C E c W 0 FC.C. 41CH � F. YER� � !No.33028 9� 9 (y ww� I �:D O STREAM BUFFER DISTURBANCE. Mitigation Plantings bare root seedlings or whips at 1,210 per acre, It t t \ \ \ \ a PP roximatel Y 6 x 6 on center) Im p act Area 1: 12,432 SF � Impact Area 2: 12,439 SF Medium to Large Deciduous Trees a 24,871 SF Acer rubrum Red Maple �' W Betula lento Black Birch MITIGATION AREA REQUIRED: Liquidambar styraciflua Sweetgum 2 x IMPACT AREA I i I t I t I I , I � \ \ , Small CanopyfUnderstor�Trees , 2 x 24,871 SF = 49,742 SF Amelanchier canadensis Servic eberry � A� —'► � Cercis canadensis Redbud C>d MITIGATION AREAS PROVIDED: Magnolia virginiana Sweetbay Magnolia r::� W W Evergreen Trees co 51,150 SF Magnolia grandiflora Southern Magnolia Evergreen Shrubs Kalmia latifolia Mountain Laurel 1-- Rhododendron viscosum Swamp Azalea W W * Taken from "Riparian Buffers Large Shrubs = 07 Modification and Mitigation Cornus stolonifera Redtwig Dogwood Guidance Manual" by DCR, Hamamelis virginiana Common Witchhazel DOM. PROJECT NO:12,00 chapter 5.1, Reforestation/ Small Shrubs INDEX TITLE: Establishment Table B. 5 —year Clethra alnifolia Sweet Pepperbush maintenance and performance guarantee required. 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" ".`S_..._.. --/ \ / ^., "`" y "`.-. ",.."•�- ,...._.,n 1 , ; ' ; ' ;' " / ;' ` ' r I ' ' _ - -- -- - - - -'` \ '�♦ - -- \\ `,`;.`,� ` : , /'' 1. A re ♦ / x t. ui d' g \\ ?i _, 1\ . ` 11„ 0 5 c Pro edB '1 g • : % _ � \ ♦ � \ it es ' / 8 Pr ed ar ■ ' r ' /' / ' '' ' 1 ' ,' r/ /' ' ' r' / rr rr rr � I i !, t \ \� 1 i t �°�,� `'i)- `� ' _\ ♦� - P ■ �''° •a,,.- •..,-- .- .........- •. -•- "' "-"'. °..-- •-- ..... -..,_ . ( I I ; 1 ; ; r 9 ♦ 11.5 re W' ode ~ --` -`- ...- I I i i � i" I i �` `\ 1 i �} ,/ �; ,1 I I ' i ♦ "-..... ■ 0- 1 0 1 \ \ I \ ♦ 26 Acre P o o d Rive i \ \ '\ 1 \ ✓` i \ \ \ / ' W to =0`1 6 ■ �\ \ - o e i�y I U/ MICH�F MYER 9 L }o. 33028 �s10NAL .E�� o� s u.i Z C O w o O z .E c\ s - U O — cm E c O W 0 I� 1^ co co e i�y I U/ MICH�F MYER 9 L }o. 33028 �s10NAL .E�� u.i Z w o O z -4 c\ O O L O O I� 1^ co co W O W W �z_1 Y O 'W �n U rZI II--- mmw�� --1( I� W y z U U_ 0 V 1 c O v ^s w Q W I—I U 1 �j IG-1 CD uj I- �T I-- ca W W = (n DOM. PROJECT NO:12,006 INDEX TITLE: swi 8 SHEET NO: 20 OF 27 DATE: 04/17/13 V U V U ca 0 W z Zz W o ;+ 0 0 T�0^r•� V/ w� 6A cn O z O H U U U U H U U U U u.i Z Q Z J O z -4 c\ M 4 L O I� 1^ co W O Tn W �z_1 O 'W �n rZI II--- mmw�� --1( I� y z U_ 0 V 1 c v ^s w Q W I—I 1 �j IG-1 CD uj I- �T I-- W W = (n DOM. PROJECT NO:12,006 INDEX TITLE: swi 8 SHEET NO: 20 OF 27 DATE: 04/17/13 4) - -E- a- E HORTZ. SCALE: 1"=30' E C VERT. SCALE: I"=10' Ei C: co A C, (15) 106 (17) (18) 109 200 201 202 203 204 205 206 510 104 - 510 0 ■C* CN 04 =Lt— j __0C. -11 C L _q 505 505 4 rr� UT PO M M IF L C.D - ___C.D --. __ -,1-- 1- E c __CL. Ck-- a- in - ------ 0 cl- -.--CL- in— __........._._,off Uj 12 0 X_ 0 500 500 -DIP_WATERUIE-�, 495 'FE ev rw fW rw =# r _7=z7STA­22+60;89,- - —4-1 —kAjKj # 495 LU 1 MIKINV.=494.31 7.48% ra __� - ----------- -'AD 490 490 H.- ell E -T-A-MIN. _65 TA.=23+-17.rl2-----,.�-,---.---- . ........ .. -52'00'- 115 HOPE-0-M19- -IN 95.-2 485 485 AQ R 6 DIP WAILKt!Nt.-,-, STA.=22421.49 _HD.EE -----STA;=19+14A9 _INV,=437,98----- —Proposed-Grade --INV.-RF4�7j8ij::�-- mp&01-1 - 480 480 _MIN. 475--- 475 > 470 470 H ER S- . ..... .. --- --- 11063' - - -_ 2 4"-HDPE _@_U7X.- - - ------- Li o. 33028 "-MIN _F 1A 46 5 465 0 1.547, — ---INV.:E-47O.-8 < -Can)- _Cq_ rO)— ___'Q 'NNAL V, —04--_= N 460 QTA 87.61 460 M M "0 WAX 0 0 -ft- U. CQ rx.4 455 -d- (P V, W1. ---(-,,)mPacted-Fi11-(-T-yp_.) 00 tn -1 (n -1 ff (0 — CQ C) 00 en 455 W 't-0 ca SO__L__ �;_Cq_ 0 R U-) (M (0 L%- CC) co t 0 C)6 t A Ui Q r<-r ___ to 0 CD V) V) + 57- LO At— .. . . . . .............. 450-- H 11 Wl- 0 J 450 °W z z 0 0 0_Zr Z Z_ Ui 9 ---- 0­— 7 ;> V) :!,:i -(n K-REK Zn Z-,Z-Z— z 33— 445 —0 445-- 15435 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 Cn Z z P-4 no 540 206 207 208 209 300 30, en 302 303 540 0 X X X LO R —00 ;=j ___6 _W 1-6 -La_ 535 C)_ 1, 0 C14 _U,) 131 _U") U-) U-) ___z z _Cq, 535 M >< >r — - C-14,— —II- z -Z J� j— M 0_ Im 5; -5; -11 LU 530 530 gI Ui C6 LI: I Uj co C-0 Ill 0 10 1-tv N441 —7 Ce3 W 525 '- __ < < U 525 co 0 Cn Un -Grade 08.801�1 5"-"HDPE-0 . . . . . . . Pro ose A 520 520 cr) Glade fad& 515 411 ;k�-4Y,--A5`!­VA'Q_:w� 6j 515 R Z 510 115.60! C) C) 510 U CD- Z__ Cf) rl D 5z i 5,!-ViDPE, ---cn en X 505 505 P4 R _5 in U U C-) U -F-: ......................... 500 500 -o" DIP WATERLINE T_ _(n U111PUU-Lqd_ _H I , _1114TYP-) 89-- - -N STA.; 25+90. MK­- INV.=504.85--- —cn Ln STA.=24T 1.79 i -VC-SA 4�SEWER---_— 8" P 2!�l 495 __INVi=497iC2- < 495 LL; < ;� __0o L0 4 9 0 490 -po-to _8_� M U_ 0-0-- gI _41 Ci C's 4 _0 n� ne 485 485 ri LO R co Lo--(" _L0 to 00 OD 04 - _k__ Sq) -, (d 0 Joe . V -IR R_ 0_0Q___ N-04 16( Z, C-4 LO Lo _CLx0 46 T —LO _-0) _C0Z) AL 480 VV­--_ (D ::4-- 480 o -? ­ 0_z z z O-K E--i 475 -01K-K— V) Z"Z- in K_K_ Z_Z_Z z------ 475 :4 23-.-70 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 C) 102 120A U a 480 480 303 304 305 60A Pq 550 550 425 425 / - -------- - - -- ---- 1 10A 1:24 -7 F, .. . .... ... 4 475 475 4757 - - — ------ - 04 M P4 40 40A 08 80A r, A r� 545 410 410 420 A20 460 460 O _Existing-Grade ­ M __LL_ M­.­_..,..,..._­ ............. . . CNI_ ------------ zb_ Ln 00 _j 0 470 -4-7 470 . ..... -00 470 j M 415 -41 455 -40 540 - --- - ----- - 540 405— - r1r) C) IV- to— M 11- 0 a- E5 465— A& 465 -Proposed-Or [L - M 535 535 400 -409— 9 -Existing -Grade-R L-Ext-sg_ 410 450-- -1--450 — 15 r__ -0-1.53 roposed-Grade —Pr Mp­ -GFqd=�_ 29.5 P- qwd -Grad-6— 27.41' - 15" RCP E F_i qseC -4 e ------- 460 -460 3C.68=- f.5::R0PE_1 460 Q4 Existinq-Grade -3 sr A7 530 -Pr-O-D- o-- s -ed G fad 6:::; ---­------­ - - - -­-------- - - - - 530 395 445 r:2) E--, 0 . ...... . .. ...... ­ ­ . 405 4 DIP-WATERLINE C:6 -------- —STA.=0+25.31 MIN -'-MIN- 455 _4�55 455 22.21 Q ----8"-DIP --WATERILNE —INV.��-443 05 8_7 DIP-WATERLINE _INV.­45 525----f-77 525 390 1 -39 400- 4L Q__�TA -0 1- 25.31 440 4:40 _STK-;E�+22.24 -0. .MIN....- -I-- �1�081V. 15-14DPE-0 E B`­----15P-RCPAP �M57'_--1 5"-RCP ®0.69% 450 —[74:,5G19Vc=455.61 450 . ...... 30.5 LO --------------- _g_qqqdq 520 520 385 395 r- (0 �39 435 0`00-- 0 L�j . . . .... ... , �---Dip-WAWERLINE DIP_WATERLINE ------ 15`!_-HDPE--0 -U07.= 00 09713-7 LL. —STA­.=0+-25.-36 445 445 -2--4-45-- 00-- - :2 2 I­_ (0—�80fNTii587.41 r- - - - - ------ tuo)- F- 380 0) �8- -43 0 ;:! +- — 515 -to C14 390 430 in in r- Cj in LO W ......... .. th. co ", C __._Q 6- 1- c) LO A go _2_4_ L LO 0 + 0 440 4-41— 440 144 I- + _11 510 to 510 375 F-If—cy -375— 385-- + JL_ -425— C IF ....... D IV 425 to to 0- O�Z_Z_ 0-- 4- TL-- DOM. PROJECT N0:12 006 II ----- - ---------- --- 435- :144�3 C, 435 505 > Z�_ -Ot25 0+00 505 370 -37 < IF 00 v) 380 Z__Z_Z z -380— 420.—Y) u) z 420 C_ INDEX TITLE: 31150 32+00 33+00 -0-r3o 0+00 - 1 0 �=25 0+00 _0t25 0+00 430 -0-r25 0+00 1. Inlet shaping (IS-1) shall be provided for Storm Sewer Notes: SW20 all structures with c 4' or greater drop. Minimum Cover: 2' Minimum Seperations: 2111 __ t__ _j --iRLINE7 8l-DIP- A —wnDC- 9 2. Saftely slabs (SL-1) shall be provided for all Waterline: 1' SHEET NO: 22 OF 27 structures taller than 12' Sanitary Sewer: 1' *Compact Fill to 95% Optimum Moisture Content DATE: 04/17/13 II co cs It co cs II co cs ^ PRIVATELY OWNED AND MAINTAINED STORM SEWER VERT. SCALE: 1"=10' 70A 70B 70C 70D 70E (7) O7G (7H) 70J n -r -'r M 00 420 co 00 PI) + 10 rkl 415 4101 -------- - - - - ­ ..... U) z z U) —0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 czirj C6 rz 50 Cn 4r Ui PRIVATELY OWNED AND MAINTAINED STORM SEWER z r M Ito 13A 1 30B 130C 1 30D 130E 1 O3F 307 308 CQ 510 103 510 500 500 0 460 C) 00 307 370A 515 515 P4 d 0 (3 9 A) - - ------- < > -------- < 4g57 4M — — — _- — ----- tn 445 445 Z_Z_ --a, >-> 495 cni— — tn I 11 A _450 0+00 1+00 2+00 3+00 4+00 r-I n_C 530 402 420A 530 490 -49-0— 505 29'62'=15"-'HQPEA0-1.-93%_1 ER0 ii1oGF(Rdd--- E-1 290A 530 5310 300 300A 302 302A 50OF -500 202 220A 530 530 540 540 525 _L0 -5 2 485 -4:95— ,.__'_8—DIP—WATE 505 505 s- _00- —11 RUNE C:) 505 515 —h51-5-INV.=5 PO 475 DOM. PROJECT NO:12.0065 C*4 04 —2-T46' V—HDPE 500 —1-5G0— 460 _Ift=489. 2 M 480 07- -4:80—. "r ide —0 U-J, r�- —or3o 0+00 00 00-- 7i fun, W-W— INDEX TITLE: 475 cl C-4 rol— r= Notes: Storm Sewer Notes: U__U_ LO CO- la— o C3 Ir. Lo— C5 00-W 495---_ co LO-Lo vy-En— co W OQ CQ + + 1. Inlet shaping (IS-1) shall be provided for Minimum Cover: 2' 495 490— —1490 450 V) — — Z SW21 0 Uy— — 470 -47 00 z Z 0+00 all structures with a 4' or greater drop. Minimum Seperutions: il- 0-2 —zl ir i�'— -- —0 r3 0 _-11- 0:D-z-z--1l' + + ------- --- -- --------- - co — ­ --------- — ------ -- --- - L 7 F 490— e-i H I! 491G— > 2. Saftely slabs (SL-1) shall be provided for all Waterline: 1' SHEET NO: 23 OF 27 465 �i K-K- K—v) K- A& 0 0— __ structures taller than 12' Sanitary Sewer: 1' >->->--< >— — 4 �3O 0+00 _0t30 0+00 _0t30 0+00 —0 0+00 �z 0 —0— 485 (n — - ---- —OT30 0+00 *Compact Fill to 95% Optimum Moisture Content DATE: 04/17/13 My 0 e s 12", 15", 18", 24" DURASLOTO ADAPTER 21 I-- w -I a MODIFIED ORIGINAL PIPE A B C D PART NQ PART NQ SIZE 1533 -DS 1567 -AA 15" 7.77" 1262 -DS 1214 -AA 12" 14" 14.6" 15.4" 5.5" 2467 -AA 1213-AA* 9.45" 8" 18615 -AA 18" 5" 1562 -DS 1514 -AA 15" 16" 17.75" 18.6" 6.5" 12.63" 1513-AA* 3065 -AA 30" 5" 10" 16.5" 1862 -DS 1814 -AA 18" 18" 21.4" 22.4" 7.5" 1813 -AA* -Exist - C !o- _LL_ _IILL- - __...._ 2462 -DS 2414 -AA 24" 14.8" 28.2" 29.25" 6" - 2413 -AA* �_ II 0 IF 0- ,N. o.. ._- to_ HCPS DWG #AD -3 1 Duraslot Surface Drain Details 2 Not To Scale 2 N to last Yard Drain Details SW2 Not To Scale 12" , 15 99 , 18" , 2499 DURASLOT® END C 21„ 2 I END VIEW TOP VIEW MODIFIED PART NQ ORIGINAL PART N-O PIPE SIZE A B 1233 -DS 1267 -AA 12" 5.76" 4.25" 1533 -DS 1567 -AA 15" 7.77" 6.25" 1833 -DS 1867 -AA 18" 8.04" 6.50" 2433 -DS 2467 -AA 24" 9.45" 8" HCPS DWG #EC -3 DURASLOT INSTALLATION PRACTICE COM AD To 957. E-11 iMODIFIED PROCTOR =I I = =I MODERATE TRAFFIC CONDITION HCPS DWG #INST -1 ASPHALT ASPHALT 12" DURASLOT a WITH 6" SLOT C R O S S S E C T I O N P L A N V I E W E L E V A T I O N 12 ", 15 ", 18 ", 24 ", 30 ", 36" DURASLOTO COUPLER BANDS END VIEW' SIDE VIEW HCPS DWG #PI -7 MODIFIED PART N. ORIIGINAL PART NQ PIPE PART NR SIZE A 12" 1260 -DS C R O S S S E C T I O N P L A N V I E W E L E V A T I O N 12 ", 15 ", 18 ", 24 ", 30 ", 36" DURASLOTO COUPLER BANDS END VIEW' SIDE VIEW HCPS DWG #PI -7 MODIFIED PART N. ORIIGINAL PART NQ PIPE SIZE H W A 1221 -DS 1265 -LAA 12" 2" S" 7.75" 1226 -DS 1265 -AA 12" 5.5" 8" 7.75» 1526 -DS 1565 -AA 15" 5.1:;5" 9" 10.5" 1826 -DS 18615 -AA 18" 5" 9" 10.5" 2426 -DS 2465 -AA, 24" "5" 10" 12.63" 3026 -DS 3065 -AA 30" 5" 10" 16.5" 3626 -DS 3661 -AA 36" 4.75" LO" 20.8" HCPS DWG # l) -4 1599CGD APPROX. DRAIN AREA = 122.07 SQ IN APPROX. WEIGHT = 26.50 LBS " A A D C� a .B� 60 0 r� 1 fly q 7%N\ SECTION A -A DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7030-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS DRAWN BY EBC MATERIAL 3130VERONAAVE PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT BUFORD, GA 30518 DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN DATE 3748 DUCTILE IRON PHN (M) 932 -2443 ORTECHNICALINFORMATION SHOWN HEREINREPRODUCTIONOF Nylo lasf FAX(170)S32.24% THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR REVISED BY EBC PROJECT NOJNAME www.nooplast- us.com MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TITLE TO OTHERS 15 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DATE 3.2311 15MDOMEGRATE PERMISSION FROM NYLOPLAST, 01011 MORM I DWG BE A SCALE 1A SHEET 10IF 1 DWG NO. 1001.110 -211 REV D HORIZ. SCALE: I"=30' r•- VERT. SCALE: 1 " =10' -1-. 485 480 475 31.2 470 465 460 455 450 445 -0 490 485 480 475 Prof 470 8" 465 460 455 450 -0 530 14 14A 485 525 18 184 490 520 480 r•- .m LO �- 475 e -1-. ai_ 510 470 L o_o o . ;R STA. =0 +25.73 "_ roRose ra 9.54..--- 15.......R P__6._.L34%- - ...- . (Typ.)* zzQ%: aR -- - _ 1 _MIN - - 1' MIN. - 1 TA =0 +09.28 - -- ... - -- -- - - .. -0 _.. - -. C'i v A E\ 0 c 0 W 0 a H -GO � f' J -I' IN: - - -Exist - C !o- _LL_ _IILL- - __...._ ..-- p . -z z __.- _._ II p_ 100 `� - C1410 �_ II 0 IF 0- ,N. o.. ._- to_ �> z -- 25 0 +00 18 184 490 485 480 rade 475 470 465 460 455 450 520 480 Lo- rrf Lo- 515 475 e -1-. ai_ 510 470 Minimum Seperations: 8" DIP WATERLINE than STA. =0 +25.73 Waterline: 1' 465 INV.= 468.67 505 9.54..--- 15.......R P__6._.L34%- - ...- . (Typ.)* zzQ%: aR -- - _ 1 _MIN - w 1P= WATERLINE ._�..- . ..:. 1 TA =0 +09.28 - -- ... - -- -- - - .. -0 _.. - -. C'i v A E\ 0 c 0 W 0 a H � f' J -I' IN: - - -Exist ._- .._.--1...._... __...._ ..-- p . -z z __.- _._ II p_ Y U W E­1 H W W z- 25 0 +00 485 480 rade 475 470 465 460 455 450 540 535 530 26. 525 520 515 510 505 500 -0 Notes: 29 29A 530 M M 520 480 Lo- rrf Lo- 515 475 e -1-. ai_ 510 470 Minimum Seperations: 8" DIP WATERLINE than STA. =0 +25.73 Waterline: 1' 465 INV.= 468.67 505 460 500 Compacted Fill (Typ.)* zzQ%: aR 495 455 w 490 450 1 485 445 -0 540 535 530 26. 525 520 515 510 505 500 -0 Notes: 29 29A 530 M M (0 m- - � zo Lo- rrf Lo- _ �- -1-. ai_ tl_ c�1 it- Minimum Seperations: structures taller than 12' Waterline: 1' O Sanitary Sewer: 2' *Compact Fill to 2'�= t5 " -HRPE zzQ%: aR w 1 z '4 C'i v A E\ 0 c 0 W 0 a H � f' J -I' IN: - - -Exist -Gra __...._ ..-- 00 - LUZ t Y U W E­1 H W W � Q d vL ' ,N. o.. ._- to_ O z z II ?_?....Z._ N 0__ >--- z_ 30 0 +00 U GO J F-- F � U -� o °M o p W W Irz_z_ -Ir >> _ Q >- K � 30 0 +00 525 520 osed Grade 515 510 8" DIP WATERLINE STA. =0 +22.20 505 INV.= 509.85 27.46' - 15" HDPE 0 1.147. 6"0 495 490 485 44 44A 540 535 530 rade 525 8" DIP WATERLINE 520 STA. =0 +21.18 INV.= 522.60 e 515 _VIIK 505 500 1. Inlet shaping (IS -1) shall be provided for r` ­4 all structures with -- 4' or greater drop. 126 Lo ai_ tl_ c�1 it- Minimum Seperations: structures taller than 12' Waterline: 1' O Sanitary Sewer: 2' *Compact Fill to 2'�= t5 " -HRPE zzQ%: aR w 1 z '4 C'i v A E\ 0 c 0 W 0 a H � f' J -I' IN: - - -Exist -Gra __...._ ..-- 00 - LUZ t Y U W E­1 H W W � Q d vL ' ,N. o.. ._- to_ O z z II ?_?....Z._ N 0__ >--- z_ 30 0 +00 535 530 rade 525 8" DIP WATERLINE 520 STA. =0 +21.18 INV.= 522.60 e 515 _VIIK 505 500 1. Inlet shaping (IS -1) shall be provided for Storm Sewer Notes: all structures with a 4' or greater drop. Minimum Cover: 2' 2. Saftely slabs (SL -1) shall be provided for all Minimum Seperations: structures taller than 12' Waterline: 1' Sanitary Sewer: 2' *Compact Fill to 95% Optimum Moisture Content NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. -�, MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER RECOMMENDATION AVAILABLE (ACCORDING TO PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N- 12 /HANCOR DUAL WALL, ADS /HANCOR SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05. 2- 8"& 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N- 12 /HANCOR DUAL WALL), N -12 HP, & PVC SEWER (4" - 24 "). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360 °. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO, 7001- 110 -012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (5) ADAPTER ANGLES VARIABLE 00 - 360° ACCORDING TO PLANS - (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24 ",10" MIN. ON 30" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS {I - 30"_0-_4 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. Ca 0 E 0u _ �e E o ? >°02 0 ' °-'mm E 5 v-I� U a *4 �,�rrAL T IrP U / C /fE y No. 33028 � rrC) F-�-i E-4 ��s!ONAL E�6 w 1 z '4 C'i v A E\ 0 c 0 W 0 a H � f' J �0yy Fw 4 m W U Y U W E­1 H W W � Q � U O CD U Q, J F-- F U U U F- F- W W 2 U) DOM. PROJECT NO:12.006 U U U 0 V } m 0 w z z° ►� m r w Cf) � A \ \ C12 CD LO W 0 CO M w 0 o CD cn PQ INDEX TITLE: SW23 SHEET NO: 25 OF 27 DATE: 04/17/13 wZ � rrC) F-�-i E-4 w 1 z '4 C'i v UL � INDEX TITLE: SW23 SHEET NO: 25 OF 27 DATE: 04/17/13 rrC) F-�-i E-4 w � w a H � f' J �0yy Fw 4 U E­1 H W W � Q � O Q, J F-- F t-i F- F- W W 2 U) DOM. PROJECT NO:12.006 INDEX TITLE: SW23 SHEET NO: 25 OF 27 DATE: 04/17/13 J ,� r r e. r