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WPO201400101 Plan - VSMP 2015-08-29
FINALVMPPL N FOR CASCADIA - BLOCKS 1 - 3 TM 62, PARCEL 25 TM 78, PARCELS 59 & 59A TM 78E PARCEL HI RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA __4.e. ea,..,� j CASON FARM RD. TMP 62-25C TMP 62-25C1 BROADUS MEMORIAL BAPTIST CHURCH L2 1-6 L DB 1109 PC 353 ��� �1 �, 8 - - - DB 1078 PC 97 NAIL SET IN !g 10' PRIVATE EASEMENT WOOD BRIDGE ; S891419"E TO BROADUS CHURCH PROPERTY 194.32' DB 3662 PG 444 cTMP 62-26 8 2051 nE 1230.17' T ` s 6' ` `\\ CASON, WILLIAM w OTq� DB 793 PC 106 00, -- - z + L12 0 TMP 62-25 TMP 78-59A v �N MON. FOUND �� \ \, o I I 20, SANITARY SEWER EASEMENT` s o O ti q DB 3662 PG 444 1 '^ 20SANITARY SEWER EASEMENT �DB 3662 PG 444 CASCADIA DEVELOPMENT, LLC I - I'! "PARCEL TWO" TMP 78-59 TMP 78-59A TMP 78E-H FONTANA LAND TRUST NEW PERMANENT - DRAIN. EASEMENT \\-`-QB 2436 PG 623 20' RWSA ESMT. /_'� DB 859 PG 53 DB 742 PG 195, 197 PLAT Curve Radius Tangent Length Delta Chord Chord Bea. C1 175.00 9.65 i y.29 618 56 19.28 S 26'01 23 W C2 35.00 33.50 53.44 87'2912 W40 S 20'52 55 E C3 546.00 56.77 i 13.12 12'00 07 112.91 N 7037 51 W C4 1 35.00 29.63 49.18 80'3010 45.23 N 63'0 02 E C5 I 225.01 12.41 24.79 F 618 4 24.78 N 26*01 24 E C6 11472.40 157 9—B 314.76 1214 54 314.16 N 13 34 20 E TMP 78-57A KMH PROPERTIES LLC DB 3222 PC 519 TMP 62-25 DB 4209 PC 088 NF @ 18" POPLA 55.266 ACRES (TOTAL) TMP 78-59 91$ i?h TMP 78-57 y� PANTOPS-LAKERIDCE LL N69 3 ,�h DB 2805 PC 70 CASCADIADEVELOPMENT, LLC 9 Sg PARCEL ONE' �w ?lOs 60. TMP 78E-HI DB 4209 PC 088 (TCTAIi se �24 5.506 ACRES �� TMP 78E-H oN n ? FONTANA LAND/128 TRUST m '- _—TMP 78E-CTMP 7BE- FONTANA OWNERSASSO, INC FONTANA LAND TRUST DB 896IONPG 281 100' VIRGINIA ELECTIRC & Ug�fl'LS POWER CO A Y EASEMENT ION DO SEE ALSO DB 867 PG 337 g �- 1W �U IC L F MYERS oic. No. 33028+ �,SSIONAL�G ES Cover Sheet ES2 Notes, Abbreviations, & Legend ES3 Subdivision Overview ES4 Erosion and Sediment Control Plan Phase 1 ES5 Erosion and Sediment Control Plan Phase 2 ES6 Sediment Basin Details ES7 Erosion and SedirY �.nt Control Details ES8 Stormwater Management Plan - Pond 1 ES9 Stormwater Management Plan - Pond 2 ES 10 Storm Sewer Profiles ES 1 1 Storm Sewer Profiles ES 12 Storm Sewer Prof: ES 13 Storm Sewer Profiles ES 14 Storm Sewer Calculations ES 15 Storm Sewer Drainage Areas ES16 Storm Sewer Drainage Areas Note: Cascadia Blocks 4-7 and Blocks 1-3 are covered by existing general permit # VAR-100099. Total land disturbance for the Cascadia development is 60.7 acres and remains unchanged from the existing permit. CURRENT DEVELOPMENT ENGINEER APPROVED by the bemarle County Community p vel, men Department Date Ly l`' File _ z5L G� CD �Aj A E uiNN�O =' s S O N M A UjE-4y� O N L � t —v v.4 Lic. No. 33028 $ ww 19NAL � o O H U U U A zI -'I CiI e' co E4 O C O Z � � a � w � I � Q � C_j Z � w J w w 07 DOM. PROJECT NO:14. ESI INDEX TITLE: M m O W Y U W 2 U m z �IU SHEET NO: 1 OF 16 DATE: 12/01/14 SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND OWNER GENERAL EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION CASCADIA DEVELOPMENT, LLC. ABAN ABANDONED) MAX MAXIMUM 170 SOUTH PANTOPS DRIVE GENERAL CONSTRUCTION NOTES: ----- - PROPERTY UNE X .I C5 'tC x 125 TC TOP OF CURB ELEVATION CHARLOTTESVILLE, VA 22903 1. Prior to any construction within any existing public right-of-way, including connection to ADJ ADJUST MIN MINIMUM _ -- any existing road, a permit shall be obtained from the Virginia Department of ADJACENT PROPERTY UNE 16' LIC x 12 BC BOTTOM OF CURB ELEVATION Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of AHD AHEAD MON MONUMENT CONCRETE DEVELOPER: the permit. Where any discrepancies occur the requirements of the permit shall govern. VACATED PROPERTY UNE X 165 r-i x 126 FL FLOW LINE ELEVATION CASCADIA DEVELOPMENT, LLC. 2. All materials and construction methods shall conform to current specifications and APRX APPROXIMATE NIC NOT IN CONTRACT 170 SOUTH PANTOPs DRIVE standards of VDOT unless otherwise noted. -- - --- -- ---- - EASEMENT �. .I �j' ��,�� x 12EOP 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 -I erosion control Ian and shall be installed prior to an clearing, grading or other P P Y 9 9 9 BFE BASEMENT FLOOR ELEVATION OC ON CENTER BUILDING SETBACK � �� x 12' SPOT ELEVATION LEGAL REFERENCE & SOURCE OF TITLE: DO 4209-088 construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BIT BITUMINOUS OH OVERHEAD -- --- - BUILD TO UNE I�'_i ���� x 12°Tw TOP OF WALL ELEVATION. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, >:< u :f ZONING LINE x i C' aw x 12BW BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT: RIVANNA lesser slopes of 3:1 or better are to be achieved. BK BACK PE POLYETHYLENE 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of their BM BENCHMARK PERF PERFORATED TEST PIT LOCATION/BORING LOCATION • DOMINION ENGINEERING SOURCE OF BOUNDARY SURVEY. Count Engineer, or designee, it is deemed necessary in order to stabilize a drainage Y 9 9 LIMIT OF DISTURBANCE SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEYS 03/12/03. FIELD VERIFIED BY DOMINION ENGINEERING 11/21/14. channel. 7All traffic control signs shall conform with the Virginia Manual for Uniform Traffic . g g BS BOTTOM OF SLOPE PROP PROPOSED - - - - FLOODPLAIN LIMIT � BENCHMARK Control Devices. CB CATCH BASIN PRVD PROVIDED ,�..,.� • IRON FOUND 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. P P P p - - - Bz - -- Bz BUFFER ZONE THIS PROPERTY DOES NOT APPEAR TO BE 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 C012 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO287D DATED FEBRUARY 4, 2005 the Construction Industry (29 CFR Part 1926). --- ��� - AMA RMA - RESOURCE MANAGEMENT AREA - -- uD --- uD UNDERDRAIN CENTER LINE RCP REINFORCED CONCRETE PIPE SPA ftPA THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. NOTES F GENERAL CONSTRUCTION NO S FOR STREETS: - RPA - 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 BENCHMARKS): TOP OF EXISTING SANITARY MANHOLE "EX-1" ON SOUTH END OF SITE = 393.94 County. The contractor must notify the Department of Community Development (296- CMP CORRUGATED METAL PIPE READ REQUIRED -"' R�? --- RD ROOF DRAIN 5832) 48 hours in advance of the start of construction. 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 81•s - SEWER LINE shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results ---�-� -��- - EDGE OF PAVEMENT SEWER 10VICE: 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 -"-'- ri1 -` TD TRENCH DRAIN a revised pavement design shall be made by the design engineer and submitted with the test -- V STANDARD 6" CURB THIS PROPERTY IS ZONED: NMD (ZMA2002-004) results for approval. C/C CENTER TO CENTER R/W RIGHT OF WAY CG_3 CG_3 -W mm- --- WATER LINE ' - STANDARD 4" CURB Table D - Lot Regulations (in feet) Unit Type Lot Width Front Build -To Line Minimum Setbacks Side Rear Single Family 60+ 15-30 5 10 Single Family < 60 10-30 3 10 Townhouse 160-35) 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 50 Feet Block 2 38 Feet Blocks 4-7 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 18,000 Block 2 14.51 75 150 10.3 0 0 Block 3 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 0 Block 7 7.63 25 65 8.2 0 0 PROPOSED BLOCK AREAS AND USE DENSITY Block Proposed Block Size (in Acres) Square Footages and Densities by Use by Block Residential Dwelling Units Residential Density per Acre Non -Residential Sq. Ft. Block 1 9.27 10 1.08 5,000 Block 2 15.07 96 6.4 0 Block 3 4.29 14 3.26 0 GROSS RESIDENTIAL DESNSITY. 4.19 UNIT/ACRE (AREA USED TO COMPUTE DENSITY DOES NOT INCLUDE BLOCKS 4-7) PROPOSED ADT: 1200 VPD (120 LOTS X 10) + 55 VPD (5,000 SF. OFFICE) = 1255 VPD CURRENT USE: VACANT PROPOSED USE: TOWNHOMES (52 UNITS),SINGLE FAMILY DETACHED (24 UNITS), SINGLE FAMILY DUPLEX (44). OFFICE/COMERCIAL (5,000 SF) LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % RESIDENTIAL LOTS 0 0 10.08 ACRES 35.2 PUBLIC R/W 0 0 6.40 ACRES 22.4 (INTERNAL) PRIVATE ALLEY R/W 0 0 0.17 ACRES 0.6 COMMERCIAL LOT 0 0 0.45 ACRES 1.6 OPEN SPACE/PARKS 60.772 ACRES 100 11.53 ACRES 40.2 TOTAL 28.63 ACRES 100% 28.63 ACRES 100% IMPERVIOUS AREAS: ROADS/PARKING AREAS: 2.990 ACRES CONCRETE WALKS: 1.012 ACRE PROPOSED BUILDINGS: 4.482 ACRES DRIVEWAYS: 1.093 ACRES TOTAL IMPERVIOUS AREA: 9.577 ACRES REQUIRED PARKING: 2 SPACES PER UNIT 68 UNITS X 2 SPACES PER UNIT = 136 SPACES 136 PARKING SPACES PROVIDED REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 52 TOWNHOUSES X 2 SPACES + 52 TOWNHOUSES X (1 SPACE/4 UNITS) _ 117 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 52 UNITS X 2 GARAGE SPACES = 104 + 6 OFF STREET PARKING SPACES = 110* *PARKING REQUIREMENT IS MET WITH ON STREET PARKING AVAILABLE ON ONE SIDE OF THE STREET ON TERRACE LN. AND MARIETTA DR. PARKING TABULATION FOR OFFICE / COMMERCIAL SPACE REQUIRED PARKING: 20 SPACES FOR OFFICE/COMMERCIAL ALBEMARLE COUNTY ZONING ORDINANCE. 20 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 VaUT or county inspections. The video inspection shall be conducted in accordance with VDOT°s 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 cunference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. �dl 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. i completion per Zoning 12. Borrow or waste areas are to be reclaimed within 7 days of com Ys P P 9 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 801bs/1OOsf. 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 901bs/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 17-2078) C&G CURB AND GUTTER R&D REMOVE AND DISPOSE DIA DIAMETER R&R REMOVE & RESET EL ELEVATION SD SIGHT DISTANCE El EV ELEVATION SQ SQUARE ES END SECTION STA STATION EW END WALL SW SIDEWALK EX EXISTING SWEL SOLID WHITE EDGE UNE EXIST EXISTING SWLL SOLID WHITE LANE LINE FDN FOUNDATION TBA TO BE ABANDONED FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED GTD GRADE TO DRAIN TC TOP OF CURB IFIRON FOUND TS TOP OF SLOPE IS IRON SET TYP TYPICAL LA LANDSCAPE AREA UG UNDERGROUND LOD LIMIT OF DISTURBANCE VESCH VA. E&S CONTROL HANDBOOK LF UNEAR FEET YDS YARDS LT LEFT UTILITY ARV AIR RELEASE VALVE MH MANHOLE BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE CO CLEANOUT RIM RIM ELEVATION CTV CABLE TELEVISION SAN SANITARY DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL DIP DUCTILE IRON PIPE SD STORM ELEC ELECTRIC STIR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM FORCE MAIN UP UTILITY POLE F&C FRAME AND COVER WL WATER LINE F&G FRAME AND GRATE WM WATER METER GT GREASE TRAP WV WATER VALVE GV GATE VALVE 6"V 6" VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT CONTRACTOR'S COORDINATION RESPONSIBILITIES CG-6 CG-6 _ _._._...r FP _.._._____ 4" FP FIRE PROTECTION UNE -- COMBINATION 6" CURB & GUTTER i,G-- I CG-7 _ -- t'D�u - 2"Dw WATER SERVICE LINE COMBINATION 4" CURB & GUTTER - c J c GAS LINE FIRE LANE STRIPING OWN OHw OVERHEAD ELECTRIC WIRE G>-1 �I BUILDING ENTRANCE - - u'F - ucE UNDERGROUND ELECTRIC '4; '1 LU 1D LOADING DOCK -" - - QVIT OHT OVERHEAD TELEPHONE LINE 0 BOLLARD ----'nor -� UGT UNDERGROUND TELEPHONE UNE DUMPSTER PAD _"_ ry--------- ca,TV CABLE TV -----�.�--- - -�-- SIGN `-- ._ • DRAIN INLET - F r- STEEL GUARDRAIL ® DRAIN MANHOLE n WOOD GUARDRAIL . E PLUG OR STUB =-C FLARED END SECTION _ PATH t HEADWALL TREE LINE FENCE 0 SEWER MANHOLE ----____-- STONE WALL t, CPO SEWER CLEANOUT ---- ---- -- --- -- - - - - - RETAINING WALL WATER VALVE &BOX - ... - ... -...- STREAM /POND / WAI COURSE FIRE HYDRANT ASSEMBLY - --- - - - - - DETENTION BASIN ® WATER METER - --- x -- x SILT FENCE C*O WATER WELL - -- 312 12 CONTOUR { �'' oGV GAS VALVE �0G) 00 INDEX CONTOURc�.f ace GAS METER 1{�_`•, � PARKING COUNT 0 0 ELECTRIC MANHOLE CROSSWALK EM =_1 EM ® ELECTRIC METER ZEN ACCESSIBLE CURB RAMP -}- LIGHT POLE HANDICAP PARKING 0 TELEPHONE MANHOLE VAN -ACCESSIBLE HANDICAP PARKING IT] TRANSFORMER PAD VAN v CONCRETE PAVEMENT / SIDEWALK UTILITY POLE `1,T_... i o o RIPRAP '- GUY POLE {> NEW ASPHALT MATCHLINE W y W W w w L J• GRASS EC-2 BLANKET MATTING NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. FAAAAAAAAev EC -3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. EC-3 TYPE B WETLAND 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY 11ME 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 GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO VERIY 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 REQUIRED 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 WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL 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 AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN 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. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND 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 DCR 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 constructed HII 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. - �nNN� Co 75 o r �s . _. C - �- CD E c: W 0 0 At: � _ FN44_�4 e5 T of �r o� 9 C L F. MYERS ic. No. 33028 19NnL A m 0 w Y U w U Z z M O U C � m A � m 0 w z z w o ci coo 0 0 0 07 V3 C12 U W O � M w,a w A V V U 13 w T J L CYJ N 9:::� I Z Z �:D W 04 O W CD U w U) Z o H E� i) w 0 � w w W w 2 00 DOM. PROJECT NO:14.003 INDEX TITLE: SHEET NO: 2 OF 16 DATE: 12/01/14 I Virgo alga gag" OWN Cascad'ia D►�e SCALE: 1 " = 10 , 1 , / / / onservation Area ILEGEND M ition Yfer ` y f I i =Asm Stop Sign AV Power Pole �- Fire Hydrant Waterline w - - - Drainage Easement - - - - Access Easement Waterline Easement - - Storm Sewer --OHE-- Overhead Electric 50.5 x New Spot Elevation 102 Existing Elevation/Contour 02 Proposed Elevation/Contour EC-2 Blanket Matting Rip -Rap Existing Vegetation M V\ Q� Slopes Greater Than 25% Exisiting Treeline 3.01 SAFETY FENCE SAF 3.02 ENOCONSTRUCTION TRANCECE 3.05 SILT FENCE SF SUPER SILT FENCE SSF 3.07STORM IN INLET PROTECTION IP 3.09 DV DIVERSION 3.14 SEDIMENT BASIN SB 3.15 TSD TEMPORARY SLOPE DRAIN 3.18 OP OUTLET PROTECTION 3.32 TS 15 TEMPORARY SEEDING 3.32 PS PS PERMENENT SEEDING 3.35 MULCHING 3.39 DUST CONTROL DC oc 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 1 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 mo' erials 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. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plain 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 channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted a'ii cone eLe pipe 5hu� uc CI'3SS lll. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). L CI �L C 0 • l^� - E (M • E c: 0 W 0 /m, o J AEL F. MYERS Lic. No. 33028 TONAL .� � o A I O o M O C/) W w A o 0 0 U U z I r+I C�i I e' 04 0 w 0 w a a a z w m 0 w U W 0 m z 0 m 0 w z W w 0 0 w Q U W E--+ O Q Z W W U W M W W O Z O L1_i H L-�MMMMMi >= Q w� U� DOM. PROJECT NO:14.003 INDEX TITLE: �S3 SHEET NO: 3 OF 16 DATE: 12/01/14 I I ( II 1 I I \\ \\_---- - ' , -- _\- ``' ` \ \\`\ \\\ �L1`f ` . `\i i. t / / I\,I I I I I k� •' ;\ . \ \ I 1 \ `-_ 05ti / ' \ _____t - -1 ___r I / i I " � V 11 \ - - ., \ \ \ \ / \ �, / / , / -t:i,�// t_�,�, ,[:7�,— :7, ', , ..a�`,.` . .� \ \ \ \ . _� -1 \ \\ \ \ - \ /77 I / / / \ \ _ / .1 I C/\ \ , \ `\ \ \\,,,`� ___...__.._--_.___ Li its of_-D-lst rbance-- `.?, TM' $"J. // // / \ \ \ \ \ \ .� \\ \\ \\ \ �` `� _ ___ — -- --- — — _ \ •" .�•• lbp.rw Cen � • / / �\ ,� \ \ \ \ \ -' - \ ` \ \ \ \ \ \ _ - \ _ \ I, 't / t' R FFE�458 8 - / L a. ____ _� \ \ \ -- ----- \ \ BLUC \ I I I I �' DIVERSION DIKE / SCC CALCULATIONS DIVERSION DIKE DRAINAGE AREA (ACRES) Q(10) (cfs) Q(2) (cfs) AVERAGE SLOPE (%) Q(10) DEPTH (ft.) V(2) VELOCITY (fps.) 1 3.90 13.10 9.59 9.70 0.94 6.80 2 9.00 30.24 1 22.14 2.00 1.31 4.60 '\ \ \\ \\ r �� / �� - \ \ \ `\ \\ \`\ �� - _ _____ --- ---' \ n Ja I I I' r//,- \\ \ \\\ \\ \ �\\ Notes: \ \ - _ _ - --- _ -- - --.-_ - ---- '- Y - - \ -'-- "" - ' ` ` , , _ _ _ _ _ _ he 2 and 10 year storm flow rate ` _ _ _ _ \ \ _ \ - ,� 4 / i �I'- , / '\ 1 Rainfall intensity used to determine t e \ \ `. - - - \ \ \ \ eye _._ -_ �. I 1 i 1 / / �^ e'' �'/,',' /\ �\ \ \ is 4.1 in/hr and 5.6 in/hr respectively. \ \ ' \ \ \ • --'- ; -_ - _---.-, \`_..• \� ,� - -- -- - - -- -... - _ __ 5 \ `\ 1 a `,' n ' f ! ,' Is'6 \ -- ��;', \\ \ `•� `\\ ` Runoff coefficient of 0.60 was used. \ � \ --- - / - Existing Di�ersion`'0ike \\,\� -� - - ; \ \ ', n � w. � � � � �I' ' �- — -� - �.-�. �, // 3. n Factor of 0.035 was used for earth channel. \\ And\gEC Channel To Remain \ \ o 6 ' I r ` % - \ ��\ \ \ I - \ L : \ `� \ / - 4. Temporary diversion dikes with V(2) greater than 4.00 ft/s use EC-3 for \ \ \ \ \ 1 I <v n ; / \ \\ \11 \ \\ \ _..-_ -" �� \\\ ` \ x `\ \ \ \ I ri "� a i$w I I I I / / ,- \ \\ I L `\ \\ \ \\ I ` �\ - soil stabilization. 1, \ /\ N - \ \ / -" \ \ \ \\ -\\ - , \ \, \\\ 1 ', \\ ^ :�,, ,'r:.,, . I I I ,! , \\ \ L \\\ ` -_. Diversion Dike _ _ 1111` \\ \ \ _.- ___1 \\ \\ \\\ \ \ \ `\ - 45--------- -- am' I / // / / _ P \ \ \\, `-1\ - - __ - " 11 \ \\ \\\\\ __.^r / r'~' -.-•" - -.. ir'/-'' ��\� - ��`\ `\ `� `\\ ``\ \ - \\ `\ 44 ` ..__ -.--_..-----.-_.-.___',/ I t , I' / ,.i - ,\\\ _-\\ ``\.. _ _-- C° I - r \ ` \ \ V / / .- - / 1. _ \ /' �.• �... - '- ' /' '^.\\` IIII -,�\\ �•,�. �\ \ \ \'\ \\ \\ \ ��-�"�-�'��"�-���...! _-__---- /// t/ / / \ \ ` \\` _ I I \ \_' / /! / I , / \ \ � J?© \ Ia n \ \ \ _. _ _..._ - ...... - ....- - - 45 -.. ..._ -. ..__ - ....._ / It / % / , �' � \ \ \� _ mg ai on Dike ,\ - _ __._..._,, I , 1 �\` �,.;I\ \A�1d\SAC rrel To Remain ;t f / __- 1� a1 \ - - - 1 ! - -- ` 18 / \ / \ / �I, 2 2 \r \\ \ -� / ,1 -, ,/ /' / �/ -, ._ - ,_ \ 1 I I , \ \ \p0 e --_-------'----------------------'---------------- / ` I fro his int downstr unti , / ,' /'� �' � `\� -1- c\ \\__�__ __ ;=- - _ ' - , , ;1 1 I , I ,'I ,the rod&`sysTem is stabilized'`and \\ \\\ � s ' \ I X \ - _ , , ru%1�ff from Fats `16, 23 ca fie\ - _ _ _ _ __ _ _ ._ _ _ _ _ - - _ 11 \ `g3o Diversion Dike and Channel Detail for D - -- - - - _ \ `\\ -- _.`_-- — �'_ ,/ /�' /may u III I s, •\p---------'-_.-_-- Y �•\\ \. '� \ I Not TO Scale I I 1 I I I °gym \ -_ __ ¢.+-"l-u,-- ; I I I I I IIII I I I� '� --'- ---444-- ---- ___.----___'-____..--- --- --- ------'--- / //, '\ .\ --�1' D dischdr•�ed to st drain and\ -� � __ IC I torm drainage system ilp to 5$� `\ t------.- jai— jam'%'--�+ / �/ `_/ � - CI I I I I I I ` \ \,\ `. -- -- /, / \. \\ \ _.._ ------------ -- - - S _ ` _ - - Diversion Dike ' --- ,x "---^�-�----•-----....__.__- --.-.---I- I----- r _� •' _� - _ � 11 I I I'll I I I III ''•�$ installed. \`\ \\ -\ \\\ \ - -------__-------------'-_ / /' \' i \ -- _ -- - - - - - -------_.. _ .curb, 10 -i - ----------------- II I ; I I I II i I `---8��b� E)f Portion�f'sidewalk, .cu = -,�----------------------- , I, p n removed __ , \ --__ - _. u t '\ d t _ _ _ _ _ _ _ — _- _ - $__ III I I \\ TMP �� 2� � 11 ter-' a be `� \ '�-- -- _ -- -- - - - - - I I \ \ 4 ' \ / GX�- \ CI III t , , 1 1 1 \ \ \ 1 ' / /,, ,' , \ \ 2 /- � , III \ 24.587 Acres 1 ,' - / , \ \ _i - -__ _ - -- -_._ - - _� \ \\�` •III I I I I , III \ Of, \ \ / / � / `. \ \\ rr _ 1 \ s -- ~ --- ----- .- 4\ 1, I I I -4 \ s WP0 ` 2013-00032 \\ N \ \ I I I I Location of \SB shown . _ .- _ ___ ._ _ _. / - \ \ 1 \�� I I �l \ ' % "- - ' . \ ,c III I III , I and adjusted \by interim plan \dated 6/30/2015. Per - _ 11 / DA-DD #1 \\ \\ ! ; \ II I I I / 3.90 Acres � \\ / - --'-' - - - --/ , \ \, \ I I IC I I I I III , I I I 1 WPO 2013-0034 \ the coptributing \drainage irea_to SB-4 ' ; "� \ /` 1 I I I I III I DA-DD #2 _%' / \a ='� Diversion Dike and Channel Detail for DD#2 ,� 1' - - I I I 1 1 1 I I , \ ' \ 1 I I I I I ' I \shall be stabilized prior to removal of basin. After i'e�noY�l of I i \\ / / - / ' / / I I + I I I I III CI I 1 I I I I I I I ---_...._.-----'----'-------9.00 Acres / ' / y \\ Not To Scale /, I I I 1 I I II I I I I I I BB-4 d t' C Bl k i \* \ 4— t' th // � - �� E m , 0) _ _ � N N Z 6, tQ�� , �L Zi r smm a C W � 4'"'4 O A` W � - N ,� r � V CM E W 0 i A �/" ° f .off . U MICHAEL F. MYERS y Lic. No. 33028 .� ,�, ksS 10 N A L. �" �� A / , / ; / / , j I I , ', II I, 1 1 , III II ; I I III I I I II 1 \• \ , an prior a. asea oe s - eQns a ion, a Includes area to DD#1) 1 -- _ _.._ _ -. ...... r / , /, _.- / ,, , � \ , 111+ 11 , 1 I 1 II cI I II I IIII +• \ d�ersion dike and AFC channel.. to SB-2 shall -be installed. Refer ,�,7,!�,= / , . = . \ ��;\\'\ \ \\ �\ \ \\ ( !% \\ - _ - -- --. _ r / , . / \ I\ 1I+'I II IIj111, I \ - - / / /-- \\\\ \ \ \ \ I / I, \ I I , I 1 , I I I I I , to 'WPO-2013-0032 for details and\ CC calculations• _ _ - If _ _ - _ I / / _ /'' , / - - • - # \ \ \ \ - _ - - ----.._..... t_ . _.. _/_.. _ _._ _._ _. / / / /'/ /' I , III I 1 I 1 1 I I I I I IIII \ \\ \ -- ,/ / // / / i / -1 V� \ \\ \ \\ \ \\ \\ \ _ -- - - - -. tillI-. _. ----- - _ .-- - " `T "`^'� ^ ❑ _ - . / ' '' , ' 1 I , + , i 1 I I III ' I 'III \ \ \ ` . / / �. �`�".. 1 / �, \ \ \ - 1 - '-- '- U) / � 1 I 1§I 1 bail I I 111 I I I I I t I \ " \ / / • ' � / -/ \ , IIII\ \ \ \ \ \ ,�. _.�.._ - - -- / - - i a� f , / Exit. j 1 I , , , , MI I ; IIII I I I I I , Notes: \ \ ' / ' /' %' ,- \ \ \ \`\\ `fir\\ ` \`\ \\ `\ _ __.... _ --- IP - - - ' / If ; Sedlmen ' I 1 j + I I I I I I I I I I I I �' \ __ __ __ --'--- ------ ,! /, ,, - \ \ \ \ \ \ \ - - _:_ 1 , r + + 1 I I + +, V 111,1 1111 I 1 g \ and ftnstional until /'/'�,� _ - - ,\\` \ `\\ ` - __ - - - .D i. Existui SB-1 SB-2 are to remain / \ \ \ - - - - -- o r-- l. _ _ -- I r Trap ,1 I I �, , , , IIII' , I I ' ' disturbed are is stabilized. The E&SC SWM bond f`or`- t-he�e two � ! / ; ` ' = : /- \ \ \ \ \\ \ \ - / I I I I I �\ / -- ` + I I \I i i I r i 11 1 11 1 I I I I I \ �\ - - -- - ♦ i / �! ,' ,f.- .. \\\ \\\ \\ �\ ,/ ' - N V] 1 1 , f , , r 1 1 , I + I , I II I I I I I I I I \facilities \that�s posted Wl'hQ _ 2Q13 00032 are to remain — 430 - ' i / " p�,' _ _ _ \ \ \\\ \ \ \\ \ \ \ �\ �\ - _._._� ' - _. ' w W I f 1 I I I I I , , ' \ \\ 1 - A ' '` \ , , , _ _ , , , + , , I I I ! IIII I I I I I I until caII�ersioII t0.. the final S 11� f ac�tiesalie$lae.__ _ _ ♦ , , , ' ` \ + \ \ ' ' - 1 -'-- / 1I , I+ I I I 1 I I� I I 1 I I -, / / r / -- - / I ! , r I I ,IIII , IIII I I I I I I I 2. Refer to\\WPO 201 Q0032 for details on existing phase 1 EB SC -/ ♦ 4!' % -: f� �1�J�I \1>1 �QPMF�V'T,- G' - - I IIII 111 I II \ \ - __-_-.._-_....-__.. __-__ -CP - i - - - / i , I I , ,IIII I ; III 1 I I I I c ntrols. \ ,♦ / _ I, \, \\ \ 10\ \ \ 4 YA,, pace' E , _ ) � I \\ / / 1 / / ,/ I I I I I I ► I I I 1111 I I , , \ \ ! , /' ,' / / / ,/' i , , \ \ \ \ I / i -' / I I x��'tjn I I 111 ,k c I I I I I I I I I - Bondin�7r Note: -- - -- l' ♦ — - - _- /' ! ! / / ' , r' I I , 1 } __ ` , 1 = ! f I I I, I Tiellr><� I(t (I I I I I I 1 I All E&SC improvements that are /- / - • r� r,cA i , , , 1 \ + 1 t 1 ,----./ , 1 I I I I , I 1 I I 1 I ' I I \ \ \ w�� ,' - I .--- j 11 , ,1 11 1 II \, , . - , / ; /-/. . I , - , I I ,� I I , I shown/labled as existing have already SVIA*%0 i - / // , 1 I I I l l I' C I I 11 I 1 \ \\ / 11 1 \ 1 1 11 + /, ii f I 1 / / / + I I + I I I I I I I 1 \ -- - - -- » _ - -! - _- -- C I ', 1 1 / O I � been bond--0 with WPO 2013 0032. - / !I I I Ii IfII I II, I1 \ \_� - , /' - I ' I I I// z \ _________ _ I I' I It I / / /' / I ----- -' \ -' / / / !/ I r r/ i Ili 111�1 CI'1IIIiI DD' ` '� !' / c r \ / \ t l r I t I I I 1 1 1 1, 1. I I 1111 I I \\ / \\ y ---..._..__L \ - ./ I I I 1 1 ,I , 1 1 1 1 � C/I II ', I,11 1 11 � \� r- ,/ ,/ ,/�%, / ,/ ! /' i' I I 1 I I I I ' /' ;X / / ` I Q ago 0 I , l t 1 , I+ 1 I I ,�1�1 �_ i / / ! I / / i I I I I I -t ___ ...._\ l . \ \ // I I I / l I l I I f I / '\ q - - - - \ / / / r _ I I 11 r 7 pl I f 1 A c+� cD aO '\ \ 1 , I I / 1 f 1' 1 1 1 1 I , I 11�t 1 - _- -_._ ...__...__. _ , ! ! / I! , .' _ I I I I I t a' ff: 1, II ,I I I / Iiiliiii I c 1 1\1 4zo 11 - I // I I / ` /" � ' !! ! T►. ,' %' � � i li r I 11 ; i ; J� �;- J/' //�C� 0 0 0 \\ \ I I 1 / / / / `� I 1 I I 1 , rl / , 1 1 I I i 1 1 1 ' / / / !' ' '♦ / , , • ill t I 1 `. \\ I I I I I I // // I I I I I 1 I/ C !I It 1, \\ 1 I �i // ! f I / / / -1STAGING k I '1 11 1\ r' �'/ /a /'/- a\.,k I- ` I I 1 1 / / ,',/ / + I I I Cff II \I'I 1 1\ %/ ---- - -- - ....---'--- __ ___ I ; ! / { / // ,, ,/ 1 , I // i PARKING f. \ \, \ \I ' ! .1 11..J �\ g-\ \/ �\ r 1 I / / / , , / , 1, \ 1 1 1 I 1 , // / /t ;/ / ! ' \ AREA I i • I, \ \ \� -, �' \ 9I, \ _ _ I 1 1 I t 1 ! / ! / / / / / ! (1 F�) C I 1 ' 1 I I _ _ _ _ / t - ' / I i 1 I I , + t r l i r //' /1�i; �� I i I II II\,',IIII t► / ,' (/ !/ % !/ / \\ \\\-._- r I \'I Z o _ - + \\ tr P ., flre00 f f I ' % 1 I I \I 1' II' I I / // %' ---' t / l I' / , - - - \\ , % / l i I , f 0 0 0 r _. , -_ --- \\ 1 1 I I I I 1 1 1 1, I C , 1, 1 1 � ,/ I / " - j p� U U U \ \ , I I I I I I I I I I I 11 I`, 1 \\ ,/ / '' , l 1 ! 1, ^ - .Y� ___ Ili Qi I I w W \\ \ 1, ,III I I I I I I I I I I I C ,,\ I\ \ �� , / . r' l I. - /'" / / 1 �� V) N N N \ \\ `i ' ', I 1 I i I i i 1 i I I I i I I ', 1+\ \\ \� _- '- *K/ �+ �' -...._ _ I I I ' --_- . __ -- -- ____ i /� h \ \ -.- / ,,I 1 I I + I I 1 I C 1\ \ \\ _ _ -_J _..... / /� C I.. _ I I \ 4 U \ t I 1 11 I I I + I , I I ' 1 \ \ \ Portion of Overhead __ _- _E_x_ in rIltQr fewer___ _---_--- --_/ ~ 41 �, �� _ j `, `\ \' 1 1+, 1 I I I I I I I I I ' \ \ \\ '.`_ __. - - — ____� ___-____----- — --- _._. - '' /' / P/ ,' \ 7`�1 f\ \\ ' + 1 I 1 I , I I I I I I I + \ \ \\ \ _ L�CLIN�.` .. 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':: , I , I : ` , , �, \ TMP \62-25�� I , I , I I , s : \L�ve1 \ X 5 : ' ►� - ,, - ♦ \ I +jgf � I 1 I I I 1 1 I 1 1, \ %r Q�1�` \`,\ \ \ ! \ � ----------'--------- - - _ - -- \\ t 1 I I III \ , 1 + , 01 •, -- (n) - -A--'- --- --- 0VE - R � L\ \ , , \ �\\ \ eflMPLETE R -M ONCY AFTE __ ♦ •� \ \\ , \ � \ B1�0ADUS ME / 1 I I I \ I III 1 \ \\ ` \ �� \ `-`--- �, /. - ------------ - -- -----STORMS€yyER-..INSTALtaT1ON7S COf�pLETE• 1 , T BA'IST CI�RCH I � I I.��,� , \ \ \ __ _ ' __ - - - - _ _.._ __ - _ -..._ _.. - _ -'- --..__ --_ _ - - - - ___ ........ =-:.___.. - _ _ _ _ _ _ _ \I\ __ _ _ co _ y/�_ -. J / j - �\ p�{ _ _ \11 I I , !' ' \ �_-- _ _ `-_ ' \ -__. ------- --- ---- -� ' % ' '---..-----------------"--- --- _ - - ...-- -- --- ---- --- _ \ \ \ t I\, C \ I I t \ \_ - - --- _ - - _.._...._-....---.-__--....__._..-__-_...._ - j.}�.! 390 \\ DB 1 �'�19 PG 3�� I I II \ `----- -_ _ __ -��; -=� _ . - _I- _-----' -_ -___- _-_- ---- - - - _ \ _ _ �/ 1 \\ __ _ - /. ' ` - -. Ii, \ /1 I 1 1 , \ - - - _ - _ _ -_ - .. _ .- - -.-- -- ... _ _ _ - _._-% / - _. __. _ _ _ _. / \ /� - \ \ S - - - - ._ _...._ _ ._ - __ i DB\ 1078 PG 97 I , I I , , \ ------__ -_ -__ E ra SWM Access and 12 ray _-- - — _-- _ -' - ---- -' - t 3o T e' I -- _.-' tiR er�o�. - -__.. ------ _- - ,' xis . I -- -- I/ - _ — _ _ - - - ry _-------- --'- _ _ _ - / = ''°'° ' a _ -Wide T mpo r °�� \\.-I/O _ _ _ - \ I _----- - - - - -- ---- ------ - / ! ortion of exriet: ` 1 ' i I i i 1' \- --- - - --I�arle �90- - _- -- - - - _ -, I Drainage Easement Culvert Crossing_. / ��T _-_\\, �„ j o \ USE. ,CHURCH)1 I t Coil I--'-- �= __'`te r_m_a - - ----- ------ -- - - DD — — — _ _ .__- :r� 'version` dik .�BR�.•. ',. H-11 P .t.\ \ } I , _ - _ ��.� Imo; -- -- - -- --'-- -_- ---- -- - - . / /. _ , \`` _ __ I- till, I , t , I I - - - - - '��' 6 R Akio __ �-- Gail - =S8-C — F- -- -- - - - _ _- - -_ - - _ _ - - - - ' / - - - ✓ - _ ��- ` `" 1-1 `7 off iflls_ -- -- - - - - �—f __ '' - I - - ------ I I - ' _ _-_..--- --- -- -- �rZIILT - - ..._ - - \ \ I I 111 ,/. --_--���- ge to StWQldrQlil�__.-----_--- -_-- -- ---- - - -- -- __ -- -✓ / - - - _ - - y�� r r I I 1 1 I \ \ ' / /'�' ; `-L= __-- , _ - - ---rs�0'-TrQl7_an- -- - '- - ��o __ . _. _ . _ -V° �jt� �r -- "- ` L T _ _.. \ / \ I \ 1 , \ / ' -__-- - -- - Access�dSgRrgrrt - - - - VER , r —3 _. _ 3 U 70 / -__ - - ..._ _ - _ _ - _ I I I \ , / -__-_.__.____. ------------.._____ � - - - rain / nGv. In = 379.21C Portion st m sewer- - \ \ \ I 1 + \ - ------ -��------- _._� oxide'•T, dditi nal slope d , j _ \ \ _ - _ _.. 1 -- -- - - - r i /----..___..__.._____._ -. - I C to be removed _ - _ _ _. , _ 1 I , `'�-- - -- =,' -_;'o Existing SC - ;�J�\ I Pr a o I .' . / / / , / : • . - Exist. ---_ -__ f r a t of sl e d ams. to b rem \ted CF \1 , I , ,, , , �� _ Access oa _o O qi .,2 oP . I I 9 Inv t 378 95 - , ! + 1 t I I / ' ' -` -- Crossin To Elev.=382.75 \ i ; 1`r \ ' / -- "�a�y. -----____.__..____.__..__ ----...--- - _ \` - following rough grading and only �� t/ \ /� I \ `—_=_ \ --- -- _ -J, ,1 / I: I /, , , -- - .�, , , • -- -_ _- __----___ _--- - _ ----- ----- --_ - - - - _ _ =�_ \ \ I I after instalation of DD #2 is ",� 1,, \\\ ♦ 1 i I \ , , 1 �` - ''— iI ,I� ;,' , ' ,• , . ; ;- .- .- - ,_33, -- -- ----- -- - - _ - _ \ \ \`., ( I Icompe.Culvert Colic. Per VESCH Table 3.24-A: 11 r - /' 1 , . 1 I i I + 1 , \, ,\\ + ' , I,, - - - -- _ - _ -- = .=-� ---1. '-3-.. •'`, ,' • , , •• -,._�- \ \ \\ \\ ,ro`\ \\\ I I ( Average Slope of Watershed 9.0% I rf r , I .\\, i i\ )U jq T , I 1 1 \ / I I I I .\ \ I, \ \ \• \ \\ --- ----- - _ _._- � - - -----r-__= * ,_ r_�.. r• ' r \ -\ `\\ \\\ \� \\ \ \\ `\ \\ \_ I Drainage Area: 4.887 Acres / I r f I I ' t I , / f \ - _ - _ _ _ _ - _. - _�-'- XISTI� __ � \ _ /� \� 1 I I I I 1, 1 , r\ - , I I \ \\ \ \ \ \ I I , I \ ; % 1+ 1 1� \ \ •\ \ \\\•• ` \\ NG SEDIMENT �' \ ' 30 CMP Culvert Required t l 1 I I I , I 1 _ , , BASIN, 1 I I I r'-_� \ \\, \ \\ \ \ •\� \\ \ (- I ),/ /f \ t1 I _. _f,. ff 11 11 \I \\ ,\\ \\� ,`\\ \` III I '' .II I I II f ` III I IIII \\\ \ \\ \ \\ I \ _..._ i r 9 ` --�---r-- , \ ' - k y ,\\ , I , 111 i .\ rf' 4 ' I \ f I • Ovate �n0 eArl�n I I I III I I \ \ \ \ \ -� SF 1� I its f D st4rb ce � -;mac-�c�c--�cJ-�c— , I + \ \ \ \ , \\ I\ EXIST. TURBIDITY REFER TO WP I I I I . I I \\ ` `\ �`� I \ I I f - 1 0 201300032 FOR Maint Hance Ills men II I I it III I I ` \ \ \ \ \ \ 'I\ , 11\\ •-' I I\I\ \,' \ ` CURTAIN TYPE I SEDI BASIN CO I J \ - _ \\ _ __-- Existin , I ' `I % t I ,- 1 -_• 1 , MENT I. I , ,` can \ g ', I I r ) 1\ \ `f t r I I \ \ 1, \\��\' ,\\\ NSTRUCTION DETAIL Ii i r• ,' II I I , , i s I I\ \\ \ \ \\ `) _ . ---`_,�� =_ -::.. \ ,I I l r �r! I I l;. I l I ,' ,0 \\ \ , �\\ i _ T' I I . 1 I'I i '-------- _-- ----- ------ - Silt Fenc ',"I; 1, 1 1 I , J "'' a \ _, 1 \ \�,r 0 ,tl,1 4 1 I , '', I \ \\ \\ \\ \ \ _- __ __._.- - -' - \� \ \ ,!/ % / ' 1 , 1 I , t E f 1 \ I \\ \ \ ( a' I I ( I I I _ �'' ' -- \ \ \ I - f Existin SeJiment Basin I I f / f !' f \\ ", �\ \ \,\ \\\\\\,•,\� EXIST. II •♦ _ 9 r.. I \ \ `\ \ \ \ \ , III • , I I I (I ' `\ 1 - , I I \\ \ \ \ \ / /,', I / To be convd�rted back to f ,I- } r , I r '1 \ \ \ \\ \ \\\ ' SB-2---.._.---_ I I I•, I I , 1 L , I I / ' l IIII �,, r' t r \\ '\ t1 ,t t. ! %\ \ --- --.-=_ - _-_.._... f I I _ - \�•..-"-"/ , ,.\ exteftded detention SWM facility once I . - 'v t I r \ \ \�c.\ \\ \ t . i`i,_. . ,,,,,•.,-' , i , , , • , �` -_-:! . . , ! t Existing Diversion Dike \ \ _ . + the site 1s stabilized. \ / \\ \ _ \ \ • ♦ •: T' - -- - -, i r �.�. �- _... - _- _' - _ _ _ -- '� ' -:.a.- - _ .._. _ - _ , • , ' , -�� - _ --. - /r / ,' r.. `l - f - / yE, d f I' \ / I \ • __ -. -. • '.r- ------------ `': ,' _: -' • • - - --..__ __ C _ \ Silt Fence &Tree Protection. \ /� \ \\ \ �\ , • , , , , .-y - _ •_' ', , , , , - -- '/ �.—. —1 ,. _.i _ .� \ / I zj I fll f -' , I \\\ \ , •, •, • _ ' _-_-_______ ; ' ' ' '' _.___- ` ` \ ' Remove after completion of - I' qI\ If'� \r __ __ - N'f '-O BR@ice - _ - --- _.___:__:___. _ _ -----. - - =_ - - ormdrai tructu -2 66 and 1 I+ '� EXIST. ` `` - __ I , \ \ - -- x-,�-- '=__ __ __ .---- x•--•x. -A- - ___ s n s res 65 r ;lj' I - _ - -% mac___---=`X=# '\ ----- - =�i_- f^ \\ `` - --__ - `\ t 1 C i I _ :1''� r I CE \C G DRAINAGE AREA IS - ^= ` - � - .=_ � _ - , �_ \ p® - - _ - - , S B 1 r, - , fI r 1 --'---------- - \ 7.ED ` E F - _ x- s�o i I - - 1 - - -- % \ 1 A APO Oi --032 • _ - _ _ _... �„ a -� - \ t + -. - S I.W-qw , - S Now_ \ I 1 - �)C l a+ a+r a+ °�r��Ye� TG ! , _ % , - I l f j \ h - - EXISTING SCC T -APPROVED 0 - —,r� ,,-�d1�`'�' -� __ -. `fir'"_01 I 14 ' . -� 0 REMAIN P \ \- - - - �- �. _ _ - AMENDME - _ �+ r 11 @IT r - NT- - - -- - -- -- - - h„ _ - - - — — -- - --- --- ...... --- ___ _ -- — , ---� 1 \ \ .--CHT-(IIT , -/. -- .�- .._.--__- --__. ._- - - '-'' -\ /`'" r - 36@ \ _ _ _ �•a' -2413 e32 ~ T --- p1 ` _ _. 3 _ - -- -- , -.- - _�.: 37-2----'----- ---- - ' �11f t� 50 0 , 1p 150 - -- __ I ,// - _ _. ; -. _ . -- --=-�. - \ - " -- ` '_'"`�',�,� 41111111111 - \ IIII - ;�f' -- __ - - _ SCA._1-- - - _-..___ -- __------...---_.:..._,lawoft rfr _-- _ _ L C"� " LA I PC-, 0 ET_, I a Cf) W O ,_� W Q::� M I i � C Q WS w m 0 W Y U W S U M z 0 m 0 w Z 0 w M IM E'P11 o o 124 O U Q U) W Z J O rFn� F- `•� ` LU O _ Qc� c) W 9) U 50 DOM. PROJECT NO:14.003 INDEX TITLE: ES4 SHEET NO: 4 OF 16 DATE: 12/01/14 a (\� \ --- -- ", ,I, � I- ", --Ij — I ----- - I i 1--.1 ** 0 " _ i-, ,*,, ,'I, ,I, __ � / _N - . Fi � - ,________j : 1-1 N ,%, _/_--�-� -- -_-�- ��-_--_-- I - � - - N- 1-_1 ___- _�-_-__-___,___-___ - - —, 0— — .___ — � /// -___ -\1—I-1 —:— —:---!��1�t11 _" _�1-1 /1,'1 /. .FI.. - s,-t-_--.'-_-_",-',o"-"t j11-11/ /r0,1-----II* \ - \ \ \ \ \ \ \ \ �• / '\ D 1 / -\ \ \ \ \\ \ \ / 5 , / / �,, I,I S,"",,,,1,1*11 ""1,*1 N\ \ \ I N" '\ rNN L_"- = --t - ." ./- /r[ I1;, -/ -- 11 ,.[ L-� ._-rI ..._-L._ ., -7, -II1� I kI i j1L[.._.________==—i - I ;; --I 11k� iJ�% r.iZ\n.o�- _w ._. �," 7 \ 11 % II I I l 9/1w/o /,,1Z. 7-.-.."4� ,�-72... "�117Z.,"o.%.,-f.*..7I.—;. —.,.- ....i_. -.4�4".. .,. ,., ft,I.I .,... . %*"� ,-,*_-.4 -I%.,_�.'-,*'-..1$ _7..I ._.�",.I-_,."�.�.I".-*.%. , .- -*-,.;."�N: .� i.�., --,I'" .,�! -,,..,-�,-...`- , .,,.!.- *-., ..*.. . ..:"'i I-., 1 \ \ \ I -_ \ \. \ l - _ - --•, .- I\ ` \\ _ -_ - _\ \ /,/ \\\ \\\ \", \\� \ \\ \\ \ - _ -�. -__-- --- // - L) It_s 'ot st i1xrw,e-` \{ *. ...:7: i:. 1 . •'r _.. • y� /1 / / / i ' \: \1 `\ \+ \ \\ - ----- ' -e \ \ \\ `\` \\ \\ _ \ `' `" ---_--`------ --_-- _ - Rlnr (7 `� t .. .T— ._, .�-_---R •t' ^. _ _� y ( I -' / / / '' \> 1 ' a DIVERSION DIKE / SCC CALCULATIONS DIVERSION DIKE DRAINAGE AREA (ACRES) Q(10) (cfs) Q(2) (cfs) AVERAGE SLOPE (7) Q(10) DEPTH (ft.) V(2) VELOCITY (fps.) 1 3.90 13.10 9.59 9.70 0.94 6.80 2 9.00 30.24 22.14 2.00 1.31 4.60 i - �E� E o Q m =n N N � 6W r O 3r co - - ._ L -�UjU3 a-°'mmK- � N �t� 73 a -cnm 0 0 a,T,T "M a U E■ � ■ � [C \ \ \ -\ \ // . \\ -\ -\ -\ \ -_` -___ _ _ \ , ; -.� E ! 1 1 ,` I /- -- - \ e - \ /i - / � `\ \ `\.Notes: \ \ \ ` \ _- \ \ _ \ - - - _ _ - - - - - - wis�_ _ _ _ _ _ _ _ _ _ _ _ _ - _ - I ; .~:� - .__� '~ / / / - / / \ `\ ` ` \ \\ ` 1. Rainfall intensity used to determine the 2 and 10 year storm flow rate O W \ \\ `\ \ \ `\\ \ \ \\\\ `\\\ `\\\ - `- -- ,ems_ - ---- - - - - -- ------ J f - -50- - - - `\ , �- " _:: , #'// ��_, /,' \\ ,\ /////,/ \\ \ \\ `\\ \ is 4.1 in/hr and 5.6 in/hr respectively.\ \ ``\ ,/''' - - \\\\ � \\\ 00 - - - - - � \\ \ I I �, +;; S I ! /// �,!?-: , ,_\' " J ` \ /'/ // \ I. \ `\ `\\ `\\ 2. Runoff coefficient of 0.60 was used. 0 \ \ \ ` \ - _-- \\ Existing �iversion �Di�Ce `\\ •:�!! "'� �' �"� 8g \ `\ \ I 1 rppry�-0 rp! 4 ' ` + �' ' �"'�`'� \ \ \ ' ' ' - 3. n Factor of 0.035 was used for earth channel. L `\ `\ -- - ' \\\ '\\ \\ And S Chorines To Retain \ I , �.: �, :.:._'_ �a, ► I ► I _-_/ _ \\\\ \\ \\ \\\ \ � \ \ , I : f N :, a ^ 1s a 6 I I 1 / � % \ �� \ 4. Temporary diversion dikes with V(2) greater than 4.00 ft/s use EC-3 for \\ \ \ \\ I 11 .11 \\ `, \ \\\I. \ } ?. d3 I I I / / - 1 \\\ 11 \ ,I, '-I, soil stabilization. \ '► l - .. • I I I / / \ \ Diversion Dike \ \ \ e- el __- - - - - ,,- , -.� -, --, , -, _1,I',- ,NNI . , \ \ \\ I.,.- - " 1�//l I I ." --- \ . \ - I,`, -_ ._ \ \ \ \ -_ / - / \ \ \ \ \ \ \ \ \ \11 \ - / / / __ \ \ \ \\_ \ jr 00, ee 1`1 1 \ \ \ ---I - I - \ \ \ � sting D�ersion Dike \ \ \\\-------45--------/ - _ I 1 \ `\� / / / I / /' /\`\ \ -_, ,_ \`� \� \ \\ \ \ \ `\ `\ \\ /' l' / / // /'' '' \i �' r \\_ �\ \ ` \ \\_-_ 18 1 / / \\ � \ \ / / / /' \\ \ \ � 1 r, a 1 \ I , / ,\ \\ \ \ \ \\ , \ Arid SAC Chan�rel To\ R�amaln , 1 1 / - _ _ _ \ _- \ \ \ \ "\ \ l \ \ \ -/� \_ \ \ \`\ '`\ /- ' ,' ! ; ' ;��, ; ; \ fror\>�\phis\point dor astrea until\\ `\ \\\ \\ \ _ ------ / - -- \ / / / / 1 \ Iva---- - \\ \ `\ \�'"' --` -- _ / /1-11 "I' /,' ,-' \\ \ I I I I I I `\the roads helm is stabil.�zed�and `\ `\ \\\\ / ' \ --------------- / / / / / \ �\ TH —44� ----- —�, 1 / / / / , �/ , -� \ \\ \\ A�, / I \ _ — , //�_� , , ,III III I I I 1 I ruff from lots '1 Z-23 can e \ \\ \\\ // , / // 11 ,/ � '' \\ \\ Ago \\ ' `I Diversion Dike and Channel Detail for DD#1 Q) �, 1 1 1 111 11 D dischdrg,ed to sto�mdrains, and\ \ \ \ _ o o e \-------- --- ' ' ' / /' \ \� -- -/- `- - -' � /_.ay--.J*-�� 11 I I I I I I 1 I, o� I� '- ------ / /` - k. N t T Sal / -tom y / % 11 1 I I 1 \ - ------------------------- ------------ _ "�_ - 1 I I t \ � storm dr�age sysAem alp\ to 5 ---------- - ------ - - \ `\\ ----- ------ y�•,a - / -/ / ,I I I I 1 I I I 1 \ \ \ \ \ \ \ a l / , // // "' / / \ \\ �_ D mi. U 1� - ---,,�.�'.— _ - - ' alle P k -CUr - Iverston I e ____---- _ _ ____ ". - ,I I I i ► \ 'nst \ -- ----_ ------ _-------- -------- / � grfon�1%sidewal , b _ -� 10� _-- 11 _____ , , \ \ BLS I � �' - _ -- - , `\ MI RS ------ -1 / - / '� __ �__\\\\\ C I I I I I I I 1 \ \ ` \ \ \ \\ `\\ \\ \\ I-, -- / /' ,/' ' ' / b ? ' oved \ \\ \` ` 1C. No. 33028 ------ __ __ --- -, - I I 1 I _ _ �md utt r an to e- em .lp \ ro _ _------------ ` , / - ` II, f I f { I } \\ \\ `` \\ � - - - - - - - - TMP �� �� - - - - - - -440 - - - - 11/ /� p / � �\ \ \ / � - - - _ . \ \ \ \� I I , III II ,III \ \ \ \ \ \ \ \ \ \ - - - - 44� - / /' /' , / / / � 11 , / / / ` + \ `\ \ ( ,�O / %/ I' 1,0 ,� _ - _---____ _- - / _ 1 I I \ \ \ / / / 2 — —------- _ -/-_ _J , Exist- , I _ 24.587 Acres /- '' - '' / ','' /' /-. \ -� \� _ J \ \ �II II I 1 I I I 1 \ \ Off `\ _ -- // // - �/ S G ___ _-- _ ___------- -- -- -- 1 \ `\ A ICI ' ' ►III I 1 Location oo SB-4 \ s shown \qn WF�O\ �013-00032 _ / 1 N 1 24 r• -1�1 _ --ter— "� ---- - \\ \�\ \ \ I II 1 1 1 , \ \ \ \ \ ---------------------...--- _ ��'' -//' //' //'' / / - /' '`\`=.'F� / - \\ \\\ Q to t , I 1 ------------- - / - / 'DA DD 1 \ \ NAL -- \ \ I:I ' I I 1 11 ' 1 1 I ► I 'us ed �b int im plan dated 6 30 2015. Per - # , � ` �\ _ I and ad t p�+ ,� ,, .- \ / / \\,\\II, 111 ,, _ \ _ - / ,' 3.90Acfes -- // ,�. �� \�` / _ _ _ _ _ , , . �! , , 1 1 I I c I I I I ►11 I I I WPO 2013 0032 the co tributing alna a area _to SB 4 _ " � - / / // J ._/ / '_/ ' 1 I I t I I I I 1111 I 1 1 1 II I 11 \ \ n\ ��rr DA-DD #2 _--------- /' / •' ,' /'' /-' ,�'' \ I .,,- `\\ I /' / •/ I I I I I I I f I I I shall be stabilized prior \to removal oaf basin. After oval of - - _ n _na _A �. _ _ _ _ _ - - " / / - c � Diversion Dike and Channel Detail f or DD#2 A / / / ." , ` 1 1 I I t I I I 1 I 1 1 1 I \ \ \ \----------- 3.vv ril.� eS` / ' / / /' �/' �h `� \ Not To Scale / / / / // \ I 1 I, `I I i I I I� II 1 + \ / / / / / ,/ // --' \ \ - -- / \ , I , I I I,1 I I II , 1 , 1 I , BB-4 and prior t� Cascades Blocks 1- -construction, the - ` ' ` Includes area to DD 1 / - / t \ \ ` ` ` I \ - -- / / / / / } , I 1 t I I I CI III I ` 1 III I \ \ ` \ ( # ) / / / / -, / -/ \ \ \ \ \ / \ �\ \\-- / / _ , , /\ , 1 I I , \ , `, , ,1 , , , I I , \ drryersion dike and C charm -el\ to SB - 2 shall -be installed. Ref er -'eo, \ '� �\ \\ \� \ �\ `\ \ \ \ -----I - - - - - _ - - / / �/ / ,/ �,/ \ , 1 I' + , I + ! ! I I 1 , ,III 1 , \ \ - \--------------- - / / ,/ / /' / I-"` /// , \ \ \ \ \ \ \ `\ ` \ \ I - ----- ---�-- _ / /// \III , , I I II IIII 1 1 l \\ \\ to \WPO-2013 0032 for\details and\.SCC calculations: --_ __----------------------------- 1"\ 1� \ \ \ ` \ \ \ , \\ \ I ____ -----� f------ - /� ---- - - // '� ,/ 1 t ! 1 , , I I 1 1 I I 1 1, 1 I I , I I ` I \ \ \\ \ ' ' / ' / / ' -' \ \ \ \ \ \ \ \ ` \ _ ------J_-- ---- - /-- ❑ _ �/- / / , / , , , I I l ► I ! 1 I I I I I I I I I , / / , , • / ' - -' IP ' \ ` \ \ \ \ \ ,' ; Exist. 1 1 It§ I I If It a III II II I I I III + I I I I ---------- ---' /, // Sediments � II I I+ I� i i 1 CI I I I I I I I I I I \ - _ / ' I 1 \ 'Trap ! 1 It ' ; 1, ; I / I I If 1� i � I If '1 I I }I I I I I IIII ,! 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PROJECT NO:14.003 INDEX TITLE: ES4 SHEET NO: 4 OF 16 DATE: 12/01/14 R!--,-- - ,� - - 11 - , ,.11 I , * 7 . \ " - . - `� , 11 11 - 11. � I ___ .- - - - I " - - - - - , / ,�. I . , V ..... .: , :: . . 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GF-425.0 FF=435.0 GF=426.0 FF=436.0 GF=42670 F=436. -GE-427.0 FF-437:0,-- FF=43B.0 FF-438.0 � LOT 195- LOT 194 LQT1M -I # 1,537 sf, - 1,047 GF-396.4 GF ,Gr=397.4 FF=407.4 / FF=406.4 FF - _ __ 047 of 7,485 V 7,Wl7 V 1,_, 'V 585 f / f / \ Q jp - GF-395.2 GF-395.2 GF=395.2 GF=396.2 \ \ \ \III I 11 I 11 i I' I I , Del " ; � - t1'1.___ 4�1_�_�, �� t - 4L�11` L I ��,_�u " ,/ '1� / . - ce - \ - I I I i1i'll I' ; i ; I ; Sin ..iklq ico ai . -1 .tl]' �,, '. � � . , � - - I \ \ - - I I I i, Ill 1( I I ( I I I 11 . \ 11,� I/ tili 111111 I I I 9 � 1, �P Parking / \ _ I t II 11-1 I I --- -FG-1 -...-...- - ... - 00� -.,. \ 1\ I I I I I I I I I OD -- W-: - \ I I )i I , . I I I . , I " I "' � _�Y_ \,� I /\ I I I I I I � I I I I � I I I I — - ,--% I -&$ i> .. I - _.X ____ --- -_ 7 -.-.-:--- - -_ - � ..... 11 ) / I 11 tk IIII -I It I It 11 ,1 I I � I I — . =� — - I ---.. 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I __ f u\r-&4- - , _:�_ - - __/`� , �, .- __� - - -&nly after re i i _ - > -� "-,\ --v --j\. 1/\ - ----and c1ppro - / - __ / z , ,--, // 11 __-�_, _,J\_�/\ - -1 11 z I-,' I �1,1� 1�1 ( (, - --- __ ____ the ,Coufify insp,ect6r. - _�_� -\ '_ _� �jN a ), T DATE: 12/01/14 ---- \ If I - - - ---- _�_ 1-1 _� __ A --IV - - _V_� "I "', _� - - / --- I IN ' - I--- �, - - - _��7A I ,:Zr - - , - - ---, ,,�,_1111 _\ / I _� / I I " � --- --- L - ',�,_.:X_ - - - I / J\---1 - - ,� -1 �, <- --,,.. \ - / I /I .11 ,��__��<:� '_�,_ _,� A < , I I I 11 I/ .N/ ^// A /A / ^ A � ,,IC- _`I�_ ______ - - -, __� __ __ - 9 -1 f 70' Min N _ �� o I-• 1 o m _ CV Stone 3" SM-2A Asphalt Q�J— Construction ' 61 Oc 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. Existing TRENCH UPSLOPE ALONG THE LINE Access 2% Sloe 2% Slope Pavement OF POSTS � cO C v �Q L ^ ,n4 7�\ L'` '.tC jai ',cet.,/ ■ L _ . 6" 21 A Aggregate Base �— Filter Cloth / �— 0) Existingc: Grade SECTION B—B I �Q W i� 18„ MIN. GRAVEL (12 MIN. DEPTH) V 1' �a II —` �11 Jill " RUNOFF WATER WITH SEDIMENT Existing B A Pa emen,t B z } jFLOW TI I * ,� a -- - I GRAVEL FILTER " 12 4 Q �♦ 2% Slope.. 4 e I I .• .. ... RE MESH �I . . • , .�. p � : RUNOFF' WATER dv .:, RED WATER — Qd: 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE LTE — I Positive Drainage FENCE AND EXTEND IT INTO THE TRENCH. _ I � �: •� ;o• II (� I Stone g � EXCAVATED SOIL. ,•. o: a Construction A To Sediment a WIRE MESH Trapping Device Must extend full ,, H SEDIMENT FILTERED Access width of ingress '`.':' ; r a: WATER and egress operation PLAN VIEW FF .;.. a:�.fy / — _ A• MIC, L ERS SEDIMENT �II I I I I I D. A° 1c. No. 33028 , _.i --.. I I I I v' .. `�; ,,(• III ( - .. .. � ! � � ,T�r 12 Min •"� CONCRETE GUTTER SPECIFIC APPLICATION Positive Drainage / / 12--CURB INLET fS To Sediment (- - I- I 2% Slope Trapping Device FLOW �`r DNA L THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED- III III��— I,, •' SPECIFIC APPLICATION, WW I A BUT NOT WHERE PONDING AROUND STRUCTURE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. >_ MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE Filter Cloth THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS cm TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE o SECTION A —A FILTER FABRIC INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED v AREAS. w U * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE III I I - I I � t WIRE I I * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. Cn AGGREGATE. — o NOTE: A minimum water tap of 1" diameter must be installed with a minimum —I " ballcock shutoff valve supplyinga w' a diameter of 1.5" for � .. 1 wash hose with adequate constant pressure. Wash water must be carried away from the paved W A Z GRAVEL AND WIRE MESH construction entrance to an approved settling area to remove sediment. AIII ( '4GRAVEL CURB INLET PROTECTION DETAIL(IP) DROP INLET PROTECTION(IP)sediment shall be prevented from entering storm drains, ditches, or 3 SUPER SILT FENCE DETAIUSSF)ES7 NOT TO SCALE watercourses. EES7 NOT TO SCALE S7 NOT TO SCALE U m Paved. Construction Entrance (QE w ES7 Not to Scale o c� U11.) U11, InCQ co Co o O o 07 Silt Fence 0 co (WITHOUT WIRE SUPPORT) ENDWALL O 2. EXCAVATE A 4" x 4" TRENCH 1. SET THE STAKES UPSLOPE ALONG THE LINE OF A A STAKES. W �' A A % — 6» 0 0 0 MAX �� TOE OF FILL CULVERT U U F L PIPE OUTLET TOif WELL—DEFINED PIPE OUTLET ����� �� ''� �' /,—/ DRIP LINE Q TO FLAT d CHANNEL %.— - �- '/ j/ �o w ' o AREA WITH 0 , z ; C� qj PLAN VIEW NO DEFINED PLAN VIEW CHANNEL � � ,— � � o 4 SNOW FENCE L = 12' 50 p TOE OF FILL 0% 0% j 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT 00 CO E--{ W I) d — 12" d=12" TO STAKES AND EXTEND THE EXCAVATED SOIIL. +► o A T T SECTION A —A, 0 0 ( Q IT INTO THE TRENCH. I ,I I SILT FENCE *DISTANCE IS 6' MINIMUM IF ` CO L 001, I FLOW IS TOWARD EMBANKMENT CD a FILTER CLOTH C� KEY IN 6"-9"; FILTER CLOTH KEY IN 6"-9"; BOARD FENCE RECOMMENDED FOR SECTION A —A RECOMMENDED FOR i d 50 — 6 ENTIRE PERIMETER ENTIRE PERIMETER / O Q (Median Stone Size) •'+.? CORD FENCE FLOW .; PLASTIC FENCE ...- . Stone Combinat on �i�:�••: CORRECT METHODS OF TREE FENCING 1.0' 1.5' :. C() N Q Outlet Diameter Discharge Apron Length Upstream Downstream Rliprap SHEET FLOW INSTALLATION FLOW N Z Structure Pipe (in) cfs (ft) Apron Width (ft) Apron Width (ft) Stome Size (PERSPECTIVE VIEW) STIR-1 36 94.04 30 9 39 Class Al 3, 65 15" 3.34 1 12 3.75 10 Class Al —I A MAX A O B *VDOT #3, #357, #5, #56 OR #57 CLASS I p COARSE AGGREGATE TO REPLACE RIPRAP SILT FENCE IN "HORSESHOE" WHEN I-— W HIGH VELOCITY OF FLOW CORRECT TRUNK I S EXPECTED. w — � R NK ARMORING W 000 POINT A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION TRIANGULAR BOARD FENCE DOM. PROJECT NO:14.003 ('6__�OUTLET PROTECTION TABLE (FRONT ELEVATION) INDEX TITLE: ES7 Not 'Po Scale SILT FENCE DETAIL SF ES7 Not To Scale TREE PROTECTION FENCING DETAIL _ CULVERT INLET PRUTECTION CIP �8 E s 7 NOT TO SCALE E S 7 NOT TO SCALE SHEET NO: 7 OF 16 DATE: 12/01/14 E'XIS'-LP. POND-1 PRE—DEV. DRAINAGE AREA 1 FROM APPROVED PLANS BY McKEE/CARSON �ES8 NOT TO SCALE Ex. Trash Rack/ Anti —Vortex Device Crest Elev = 376.43 1.35' Dia. Orifilce = 374.03 0 2—Year Elev: 374.14 Ex. 60" 10-Year Elev: 375.47 6" perforated PVC Pipe RCP 100-Year Elev: 377.69 wrapped in filter fabric and Standpi covered with #2 stone * Information shown on this schematic is based on as -built survey information by Dominion Engineering. Ex. Dam Elev = 379.0 — _ Ex. Spillway- Elev = 377.00 Elev. = 368.43 — v.=368a43 Existing 54.7' — 24" RCP Q 0.23% t I 6" DIP Stub and 3" Orifice I— EXIST. POND I SCHEMATIC EXIST. EXTENDED DETENTION FACILITY NOT TO SCALE Ex. Embankment Inv,=368.30 ES-1 `\ \ \ '\ \ \ N r./r/ � 1 I � , / „ t !` , � -•"'\ \ '\ '\ fill lei dill fit il WIN _Ctl r~� i i i 1, �\ \ �� `\ \ l / ' f ! t 1, Y Y { ! I 1 I J ? i i l /I-f;l ', r/ l'r i I I 1 __,• 1 / Y 11 I I I (1 Y r Y 1 I, I I I \_ a }:: ' f r r /) r i' j i i i ' i Y 1 f i i� `'`' `\ 1 \_ ./ � _ .-•'„\..\ E -----'\- --._ _ __•_ at .... p.--_.a t•-`\r.z..._ _ me w a -ao v.-waw..-a �a-. 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At Y a<tiL ~ i •cli , J I IN ■ � � ant ,_ ;' ? � , \ �; a• i' � ( \ ., �K $ ` . f . ' Wala � ;GAR dFFA$ ✓ �f -" � j ' `, \ \ 1�',�, 1< t __ \ \ rrr rGa szx spa trP•l r It �A, t/\/ •r,',.,, / ,s.. o.ld l0 7Y. • ' I I \ Jk- t \ _ , Se�iment 30s1n IN,, \ \ c , / � r r aWded detention SWM facfllty on j�...•-;/ ! i � the s(te,rls stabl(zed it \ � /' / �• ,ra�v,�a: ' �� /' ``� --- 1� / �" ' 1 ---EXISTING EXTENDED DETENTION FACILITY /film - l r' ' _TO BE PARTIALLY FILLED IN: �'- r'` �. - ( ° + 2-Year WSE Elev: 374.14 `� ____ , / f� , 10-Yea WSEr Elev: 375.47 =--L� �;z;___= / /, •� _ \ 'It100-Year WSE Elev: 377.69 IN ''� I� REFER TO HYDRAULIC/HYDRAULOGIC ----- '`���, -ir �' --_ CALCULATIONS BOOKLET FOR MORE _=�-.� -- �� INFORMATION IN ;1 EXIST. POND I POST-DEV. DRAINAGE AREA ■ r 0 y u L c. No. 33028—j .NAL / w A EFjY !�i m Lu U LU ZE V 1 Cn w A m i V I � m C) LU Z ' i z U) L11 02 Q7 co c CD o is bi O C_!1 0 U U U w A V U U W a � LU ( Z .� nz L u ✓ I \ OCD U I h-+-i V 1 z W � CO � � W 1�1 z H PV) w U) DOM. PROJECT NO:14.003 INDEX TITLE: 0 SHEET NO: 6 OF 16 SATE: 12/01/14 HORIZ. SCALE: 1')--30) e: E VERT. SCALE: t _10, A M 8� Storm Sewer Notes: 05 203 205 207 208 300 �� G� G� 430 430 knq- -t Minimum Cover: 2' U (f) cr) Qa M vccrr ti 't 't A_ Minimum Separations (Vertical): LCj C: U -425 Waterline: 1' 425 L.6i - --------- ff C Sanitary Sewer: 1 IF a '0 F- — ------ - 420 420 E 415 415 13076 - - - - - - - - - "DPE E-XIS-T-. --GRADE----- C-4.Al ------ � j 405 41e -------- 4 0 5 -75-TY--- I- ��-1 er-V@PF__ 3. e Cc) ;-9, 400--- 400 __ i0s. --PROPOSED-GRAD FF__ _Xlsi�B, �_WZSANLS ------- 395 CTA -44 1 rz:x:xr. A- 395 QI 9-.251-A F_ DIP___WATER_._.___ PE_ 390 %)Ifl.=11+91.53 INV=3 21 4-j --j Nff� L F. S _,J 385 V 85 le. o. 33028 Vj V) �_6 16 -,p --17 /. C14 V.)_ C) T_ V) X__ 1,41 - LO a C) 0 380 Q-5.61% 0 375 --375 370 3 7 0 co LU IN-V.=370.97--' 365 _F_ 365 LU _43.90!--=-2-47_HDPE_0_2.57%7 0 _Cq _0 __c 360 360 z 0_0 0 -a-0-0 Car- -0-0-0- 00 00 cQ N ON. 00 355 o; 355 co rn rn co 00 0) PO 0 Pa CA r_ N N C/3 00 0 . . . C� P;q 00 _6 1q_ (0 1,- 00 0 '00 00 00 00 00 00 00 Cq - + --- ---- 0 00 .f. 1_il_.�r_ _VT -_ I+ 3 5 0 350 7 z z z z z _.0._z I 1�. -Z z z IF z z 7 z z V) I - -Z -K-K— 345 345 V0 Z-Z--7' F--'-- (n _Z_Z_Z (n 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 co z z LO Lo LU 02 co 2 40A 204B - (56) (39) (40) (42) 204 (36) (37) 0 465 (38) 465 420 420 -- - ---------- ----- - - . ...... - - ---------- -- - - - -------- - ----------- ------- ---- - --- - --------- .... ...... ----------- ..... ... -------------- .............. ------ - - - - - - ------- ---------- - ------ - -- - - -------_------- ---------------- - ----- - ------------- - - -------- . ................ ------- ------ ----(D ?C0 - C%4 U_-) (D -------- -- ----- 00 ---------- --------- - ---- - --- r1_ --- - - -------- ---- --------- ---------- - - --- ------------------- ----------- - -- ---- ----------- ----------------- ---- - ------------- ---- ----- --- ....................... ........ ------- -------- --------------- --------- ---------- --------------- ---------- - -------------- -------------- -------- ------ -- -- ------------------ ----------- -- ....... .... C) ------------------- - . ...... . ..... ........ ........ ------------- - ---------- -------------------- - -- ----- ------ - .................. .. ........... ---------- - ---- - --- - ---- --- ------------ . ....... ........ ....... . - ---------------------------- - -- - ----------------- - -- --------------------------- - ----- - ---------- ------ -- - ------ ........ - -------- --- -------------- - -------_----- ----- -- - -- ----------- ---------- - ------------------------------------- ------------ - ---- ------- ...... C4 Ln 110 - ----- ----------- ------ ----------- ......... ...... .. --- ------------ - ---- . ... ................ ...... . ...................... ----- - ------------ ... . .... ......... . ....... ---------- -- ........... .. . ......... ............ ------- 415 L]Ij 460 - - ----------- .... . . .. ------------- --- -- . ..... .......... . .. . ..................... .. . - - ---------- - ----------------- --- ------- -- -------------- -- ------------------ ------ -- It-zl 460 415 fn En --------- ------ -------- ------ . ........... -------- Uj Uf: W --------- - - ----------- - ........... ...... ..... .... - --- - -------- ................ ------- I - - ---------- . ....... -_ --------- -- II ___I - --------- - - --- - -------- ----------- _I - ------ -------- - ------------ ----- ---------------- ----------- -------- - --- -- - ---------- - - -------- - --------- - - ---- J -------------------- - --------- -------- ------ ---- - ------------------ ------ -------- ------- . .. ... ... ... .. -------------- - ------ ... ---- ----_------- ------- ------------------ ----- -- ------- 25- Q_ 5' Me L--"--'-_-L - -1 C) - ------- 0, Ca ----------- - - -------------- - - - ------------ - ---------- - -- ------------ - - -------- - ----------- CL� --= C). ------- -- - - - ------------------ -------------- - - - ------- ---------- ---- - - — ---------- - ------ - ------- ----- -- ---------- ------------ --------------- -- ---------- ---------------- — ----- F- - --------- - - Z z _cQ 410 0 C� 455 - ----- --- ---- - - --- - -------- -- 410 ASI. GRADE i L4.1 ------------- - ----------- - ----------- - --- - --------- ------------ ...... ------------- - ----- - ----------------------- ----- ----------------- - - - - - ---------- ---------------------- - ------ __ ____ vl------_--- ----------- - - - -- - -- - ---------------------------------------- ------------ - - -- - - - --------- --- - -------- ---- - -- - - -- --- --------------- --- - - - - -------- - --------------------- - ---------- - --- - ------- ----- - -------- - - ........... ------- =8-.-- DI-P-2WA-TER NE -- -------- CL__ 33.76 -- - --------- ----------- - ---- ------------------------------ - - --------- * ----- ------------ -- - ---- ------ - ---------- - ---------------- - -- ----------- - ....... ------------ - - -------------- ------------ ..... ... - -------- ---- ---- -------------- - ---- --- ------- - - - - ------- . .... ........ --- ------ - -------- -- ---------- -- ..... . ...... ..... ............ - ----- . . .... S-TA;=22+-- --- - -------- - - ------ - ------------------------- ----- --- --- ---- -------- 450 405 405 ----------- - --- --------- ---- ---------------- - --------- ------ -- - --- ---------------- - --- ---- -- - - ------------- * - - - --------- - ---------- --------------- ------------ .......... ------ - -------- -------------- 450 --- �_ --------- - ------ - --- - - ----------- - --- - ------- ------ __.___._._..__...___... .. ........ . -- - --- - --- - ------------------------ ------ - ---- - ------ - -------------- - ----------------- ------ ......... . ..... ...... . ------------ . ............. ...... - -------- - ------ - ------- ------ ------------- ----------- - - -- - - ---- -- -- - - --------- -------------- ------------------------- ---- - ----- ------------- - --- - ---- -------------- .. ........... --------- -- --------- ----- . ...... ------ -- ---- ----------------- - - - ------------------ - - - - ---------------- - - ............ .. ....... ................ - ---------------- -- -- ---------------- ----- -- ------ - -------- - - ----------------- - ------- -- - ---- ----- ----- ------------ ...... ...... ... - ------- - ----------- - ------ - ------ - - - --------------- ....... -------- --------- ........ ... ............. . ... ......... . ... . ....... -------- ----------- - ------ ------- . .... ..... .. . .... . .. ..... ------- . .. ............. ........ .. . . . ........... . ......... ...... ........... ......... . ......... .......... ........... . ...... ....... .. ............... ___.___. ------- - --------- ------- ---- ----- ---------- - - --------- ............. ---------- ............. ...... . . ... .. -------- . ...... . . ......... ......... ... ------ --------- -------------- ------- ------------------- - ...... ----------- -- - --------------- --- ........... .... ............... - ---------- ........ .. .... .. ..... . ...... ------- ----------- . ...... ....... . .. ... ........ In 445 400'-'-------- 445' 400 E= -- - ---------------- ------- - ......... ------ ---- - - ------- ----- ...... ........ - ---------- - --------- ----------- . ........ . .... -- - --------- ------ - -DIR-WATERKIN - ----- - - ------------------- --- ------- -------------------- ----- , -- --------- - ------ --------- ---- - --- ------ -------- ------ ----------------------- -------- - - - ----------------- ---------- - ----------- ------- --------- - ---- - ------ ---------- ------------- - --------- - -- ---------- - - . ..... .... .... ------ -- - ---------- * ---------- -----S-T-A-.=21+08-05 ---- ----------------------- --------------- - ------------ - - -------------- --------- ------- - ------------- .......... - - - - ----------------- ------- - --- - - -- ------- -------- ------- - --------------- ------ . ......... ---------- ---------- .......... ------------ - 9_6___ - ---- ------------- - - ---------------------- ------------- - ---- - -------- -------- ----------- GRADE�k 7- 1 N V - _i4, 1 440 . . ... 440 395 395 --_------------------ ---- - ---- -- - ------ ---- - - - - - -------------------------------- - - -- - - ---------- ----- - --- ----- I _T___ - - - ------- -- ------- ------------------ - ----------- - ----- -- - ------- - -------- - - - -- -------------- - --------------------------------------- -- - -- - --------- - - - ----------------- ------ -- -------- - -------------- ------ ------ -------- - ----- ........... . ------ - --- - -------- -------------------------------------- - --- --------- - ------ - - - - ---------------- ------ - - ----- -------- ------- - - -------------------- ------ - ---------- - -------- -- ---- --------- - --------- --------- ........... .... --- - ------------ --- ----- ------- - -------------- ------------- - - - - - ------- - ----- - ------------ - - --------- 435 - - -- - ---------- - - - -------- - --- - - --------- - -------- ---- - ------ - -- - ---------------- - - - - - - - - ----- - -- - -- - ----- - - ------- - - ------ - -- - - -- - ---------------------- ----- ---- - ---- --- - - - - - - --------------------------- --------------------- ----- - -- - - ---- - - - - - - ----------------------- mn Q:9 435 390 390 .1 . --- --------------- I ""M ------- - ---------- - - - ----- I ... ..... ------ - -------- ------------- -- ---- - - --------- ------- - - - ----------------- ---- --- - ------- - -- - - -------- - ---- - ------ jfL___ ------- ------ - ------ ......... ------ ------ ....... ---------- . ... ... - ------ ---------- . ... ........ ......... ----- -- ........ . .... ----------- - ----------------------- . ......... . ..... ....... ........ ...... . ............. . .............. ......... ------- --- ------ - -- -- -------- ---------- -------- -------------------- -- - - - . . ........... ---------- ------------ ........ ... .. . .......... -- - -------------- ... ...... . ...... .... . .... . .... . ....... ..... ... ............ - ----- ...... ...... --- - --------- . . ..... --------- ........ .............. ------ ....... - --------------------- �n rA I - 430 -- - ----------------------------- - ---------- - - - - - ------- * ------- - ---- -- - - - - --- --- - --------- ---------------- - --- ------------ - - - - ------------------------- ---- - -------- -- - -- -- ------- - - ------------------ ------- ---- - --- 430 385 385 ----- - ------ .......... ...... --- - ----- ---------- -------------- ------ ----------- . . ........... . ------ --- - ------- ---- --- -- ---------------- ----- - - ------------ ---- --- ------- ------ ---- - - - -------------- ---- ------------ ------ ---------- -------- ------ - -------- --------- ------------ ............ . ......... . -------- - - ------ -- - - - ---- - ----- - ------ ------ ------ -------- - --- ------ ...... - -- - --- --------- - - - ------------------------------ - ---------- - ----------------------------- ------- - - --------- ---------- - - ------ ------------ --------- - t3 -------- - ------------ --------- - - ---------------- - ------ --- - - ------ --------------- - F-EXIST.--GRADE - -- - - - - - - ------------------ -------------- - - ----------- - ---------- - -- - ---------- -- --- - - --- -------- -- --------- --------- - - - - - - ----- -------------------------- ....... --------- --------- ------ - - -------------------------- - - - - 425 1 425 380 380 _T_ - -------- ---------- - - ------ - ---- - - -------- ....... . . - - ---- ---------- - ----- --- - --- ------------------ ------ - ------------------- ----------- ------------ -------- ----------- ------- .......... 8" DIF'-WATERLINE- ------------ - - - --- --- _0 ST)F --------------- - ------ ------ - - - - - ------- - ----------- - - - -------- - --- ------- - ------ ------------- - - ------ ------ - ------ - --------- - ------ - --------- - - ---- - ---------- - ------- ----- - ------ - ----- ------ ------- ------- - --- ... ...... -- - -------------------------- - ----- - --------- ----------- ---------- -- ---------------------- -------- - --------- - -- --- ---------- ..7 ------------ .......... ---- - 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PROJECT NO:14.0039 1. For stormsewer pipes in fill, Compact Fill to 95% Optimum Moisture Content. Notes: INDEX TITLE: 2. For inlets in fill situation: Contractor shall place fill under inlets (it 95% compaction & 1. Inlet shaping (IS-1) shall be provided for embankment material shall consist predominantly of soil & be placed in successive uniform all structures with a 4' or greater drop. layers not more that 8" thickness before compaction in placement of fill, contractor shall 2. Saftely slabs (SL-1) shall be provided for all excavate recently laid fill and install compacted VDOT std. 21A stone in an 8,X8' o.c. structures taller than 12' compacted 21A area centered on the inlet. Contractor shall repeat this operation until an 3. ST-1 steps shall be provided for all structures t r)A. 4 8'X8' o.c. compacted 21A stone base is installed between the existing ground and the with a 4' depth or greater. SHEET NO: 12 OF 16 proposed inlet's base in efforts to reduce the risk of settling. Contractor shall provide VIDOT w/ fill compaction results prior to road acceptance. DATE: 12/01/14 Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Tc (min) i Sys (in/hr.) Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope (%) Line Size (in) Capac Full (cfs) Vol Dn (ft1s) Pipe Travel (min) 1 43 Outfall 0.00 0.00 0.00 1.70 0.0 10.9 5.22 8.86 425.00 425:19 21.1.9 0.00 18 9:94 6.36 0.07 2 43A 1 0.57 0.43 0.25 1.70 8.0 108 5.24 8.88 425,39 425,57 18.92 0.95 18 10,24 6,53 0.06 3 43B 2 0.33 0.75 0.25 1.45 6.0 10.7 5.25 7.62 425.77 425.97 25.52 0.78 18 9.30 5.87 0.10 4 44 3 0.22 0.74 0.16 1.20 5.0 10.6 5.28 6.36 426.17 426.46 31.45 0.92 18 10.08 5.99 0.15 5 44A 4 0.25 0.69 0.17 1.04 6.0 10.1 6.37 5.58 426.66 431.11 115.25 3.86 15 12.69 7.00 0.42 6 45 5 0.63 0.75 0.47 0.87 10.0 10.0 5.39 4.68 431,31 431.90 29.51 2.00 15 9.13 6.03 0.13 7 46 6 0.43 0.63 0.27 0.40 8.0 6.8 5.64 2.23 432.10 438.65 98.55 6,65 15 16.05 3.29 0.87 8 47 7 0.10 0.72 .0.07 0.12 5.0 6.7 6.17 0.77 438.85 443.06 85.53 4.92 15 14.33 2.30 2.12 9 48 8 0.07 0.75 0.05 0.05 5,0 5:O 6,70 0.35 443,26 443.70 29.50 1.49 15 739 3.23 1.72 10 2 Outfall 0.06 0.76 0.05 9.62 5.0 15.3 4.52 93.75 355.00 357.31 106.40 2,17 36 9$,27 15.82 0.14 11 3 10 0.05 0.76 0.04 8.42 5.0 15.2 4.53 88.45 361.00 362.79 68.53 2.61 36 107.79 17.02 0.09 12 18 11 0.20 0.76 0.15 0.40 5.0 7.5 5.97 2.37 364.82 365.18 7.49 4.81 15 14.16 2.83 0.06 13 19 12 0.07 0.71 0.05 0.24 5.0 6.5 6.22 1.52 365.38 367.37 69.73 2.85 15 10.91 4.27 0.92 14 20 13 0.39 0.50 0.20 0.20 6.0 6.0 6.38 1.24 367.57 368.42 32.5:1 2.01 15 1OA4 5.72 0.53 15 4 11 0.1.9 0.17 0.03 7.99 5.0 15,1 4.54 86.54 362.99 364:56 41.77 3.76 36 12930 13.15 0.06 16 5 15 0.00 0.00 O,OO 7.96 0.0 16A 4.55 86.48 364.76 367.01 55.07 4.09 36 134.81 13.20 0.08 17 6 16 0.16 0.71 0.11 1.91 5.0 15.0 4.56 59..00 367.21 368,95 24,22 7.18 36 178.76 9.00 0.05 18 7 17 0.16 0.71 0.11 1.80 5.0 14.8 4.58 58.53 369.15 375.29 96.96 6.33 36 167.83 1 Q,15 0.19 19 8 18 0.16 0.:71 0,11 1.55 5.0 14.6 4.61 57..42 375,49 380.48 97.11 5.14 36 1 15.1.18 9.99 0.2.0 20 EX2 19 0.05 0.68 0.03 1.38 5.0 14.4 4.64 56.67 380.68 384.06 101.88 3.31 36 1211.43 9.97 0.21 21 EX3* 20 0.05 0.83 0.04 1.34 5.0 14.3 4.65 56.63 384.26 385.59 49.97 2.66 36 108.81 10.00 0.10 22 9 21 0.05 0.79 0.04 1.30 5.0 14.2 4.68 6.09 386-5.8 387.35 38.35 2.01 18 14,88 3.49 0.16 23 10 22 0.00 0.00 0.00 1.11 0.0 14.0 4.70 5.21 387.55 388.57 50.22 2.03 15 9.20 6.75 0.17 Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr GxA Total CxA Inlet Time (min) Tc (min) I Sys (inlhr) Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope (%) Line Size (in) Cappac Full (cifs) Vol Dn (ft/s) Pipe Travel (min) 24 11 23 0.09 0.70 0.06 1.11 5.0 13.6 4,76 5.27 388.77 392.69 103.20 3.80 15 12.59 7.14 0.35 25 14 24 0.13 0.76 0.10 0:90 5.0 13.2 4.82 4,35 392.89 8: 398.36 108.2 8 5.05 15 1�4.51 5 85 0.44 26 15 25 0.06 0,72 0:04 0.40. 5.0 12.7 4:91 1>98 401.36 407.32 58.27 10,23 15 20:65 10.62 0.52 27 16 26 0.10 0.78 0.08 0.27 5.0 11.5 5.10 1.37 407.52 416.04 88.33 9.65 15 20.05 4.70 1.16 28 17 27 0.26 Q.55 0.14 0.19 8.0 11.0 5.20 0.99 416.24 418.39 29.50 7.29 15 17.43 5.30 0.54 29 17A 28 0.07 0.30 0.02 0..05 5.0 7.9 5.86 0.28 418.59 429.51 74.16 14.72 12 13.67 2.68 3.05 30 17B 29 0.05 0.54 0.03 0.03 5.0 5.0 6.70 0.18 429.71 430.60 40.34 2,21 12 5.29 3.13 2.92 31 14A 25 0,08 0.82 0.07 0.40 5,0 10.0 5,38 2,16 398.56 398.86, 29.74 1.01 15 (8,49 3,38 0.24 32 14B 31 0.34 0.46 0,16 0.34 5.0 9.4 5.52 1.85 399.06 400,19 69.67 1.62 15 8.22 5.41 0.66 33 49 32 0.26 0.48 0.12 0.18 5.0 8.8 5.65 1.01 400.39 408.08 51.78 14.85 12 13.72 4.28 0.58 34 50 33 0.10 0.54 0.05 0.05 5.0 5,0 6:70 0:36 413.03 425.62 104.67 12.02 12 12.35 6.98 3.79 35 15A 26 0.14 0.65 0.09 0.09 5.0 5.0 6.70 0.61 410.42 410.69 29.58 0.92 15 16.19 3.21 0.99 36 11 A 24 0.19 0.75 0.1.4 0.14 5.0 5.0 6.70 0.95 392.89 393.41 29.78 1.74 15 0.52 1.29' 0.64 37 9A 22 0.21 0.73 0.15 0.15 5.0 5.0 6.70 1.03 387.55 389.68 32.91 6.47 15 1(6.43 1.33 0.66 38 8A 19 0.07 0,85 0.06 0.06 5.0 5.0 6.70 0.40 380.68 382:00 38,80 3.40 15 11.91 0.32 1.99. 39 7A 18 0.26 Q.53 0.14 0.14 6.0 6.0 6.38 0.88 375.49 376,47 38.68 2.53 15 1 i0.28 0.72 0.00 40 2A 10 0.06 0.76 0.05 1.15 5.0 12.6 4.93 5.68 359.65 360.80 57.86 1.99 18 14.80 7.82 , 0.30 41 2B 40 0.17 0.75 0.13 1.1.1 5.0 12.3 4.97 5:50 361.00 361.58 46.50 1.24 18 11.70 6.51 0.25 42 20 41 2.88 0.34 0.98 0.98 12.0 12.0 5.02 4.91 361.78 .362.10 51.29 0.62 18 �8.29 4.89 0.31 43 22 16 0.34 0.54 0.1.8 6.04 5.0 13.7 4,75 28.69 367.21 368.34 43.90 2.57 24 36.29 9.13 0.09 44 23 43 Q.41 0.47 0.10 5.86 5.0 13.4 4.78. 28.03 368.54 382.95 117.45 12.27 24 79.22 8.92 0.24 45 24 44 0.41 0.50 0.21 5.67 5.0 13.4 4.79 27.15 383.16 384.12 26.41 3.67 24 4:3.35 9.92 0.06 46 25 45 0.17 0.80 0.14 4.77 5.0 13.3 4,81 22,95 384.32 385.80 42.23 3.50 24 4;2.34 8.46 0.10 Line No. Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Tc (min) ) Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope (%) Line Size (in) I Capac Full (cfs) Vol Dn (ft/s) Pipe Travel (min) 47 26 46 0.13 0.80 0.10 4.47 5.0 13.0 4.85 21 :70 386.00 3.89.39 103.42' 3.28 24 40.95 8.57 0.27 48 27 47 0.18 0.78 0.14 4.16 5.0 12.9 4.87 20.27 389.59 393.38 79.25 4,78 18 22,96 11,55 0.12 49 28 48 0.10 0.77 0.08 3.84 5.0 12.7 4.90 18.80 393.58 400.28 103.25 6.49 18 26.75 11.79 0.17 50 29 49 0.00 0.00 0.00 3.51 0.0 12.6 4.92 17.26 400.48 403.82 75.73 4.41 18 22.05 10.90 0.14 51 30 50 0.10 0.69 0.07 3.51 5.0 12.5 4.93 17.28 404.00 404.95 23.92 3.97 18 20.93 10.89 0.04 52 31 51 0.16 0.78 0.12 2.96 5.0 12.3 4.97 14.72 405.15 409.58 119.65 3.70 18 20.21 9.40 0.25 53 36 52 0.11 0.76 0.08 1.98 5.0 12.2 4.98 9.87 4Q9.78 410.76 29.56 3.32 15 11.76 8.15 0.06 54 37 53 0.20 0.72 0.14 1.90 5.0 12.1 5.00 9.49 410.96 415.73 58.02 8.22 15 18.52 9.19 0.13 55 38 54 0.11 0.69 0.0 $ 1.75 5.0 11.9 5.03 8.83 415.93 421.03 87.49 5.83 15 15.59 8.64 0.20 56 56 55 0,06 0.74 0.04 1.52 5.0 11.8 5.05 7.67 421.23 423.16 39.17 4.93 15 14.33 7.67 0.10 57 39 56 0.25 0.65 0.16 0.37 5.0 9.3 5.55 2.06 426.00 431.38 72.73 7.40 15 17.56 9.58 0.62 58 40 57 0.10 0.77 0.08 0.21 5.0 8.8 5.65 1.18 431.58 432.76 30.54 3.86 15 12.69 3.86 0.46 59 41 58 0.09 0.75 0.07 0.13 5.0 6.4 6.26 0.83 434.63 443.26 102.94 8.38 15 18.70 7.66 2.40 60 42 59 0A9 Q.72 0.06 0.06 5.0 5.0 6.70 0.43 443.46 444.69 29.52 4.17 15 13.18 4.89 1.39 61 57 56 0.02 0.30 0.01 1,10 5.0 11.4 5.12 5.64 423.46 425.16 101.28 1.68 15 8.37 6.82 0.37 62 58 61 0.28 0.37 0.10 1.10 7.0 11.4 5.13 6.63 425.36 425.80 22.28 1.97 15 9.07 7.19 0.08 63 59 62 0.46 0.39 0.18 0.45 7.0 9.4 5.52 2.48 426.00 433.62 80.48 9,47 12 10.96 3.87 0.39 64 60 63 0.32 0.55 0.18 0.27 6.Q 8.4 5.75 1..55 433.82 441.85 126.96 6.32 12 8.96 4.23 0.99 65 61 64 0418 0.52 0.09 0.09 6.0 6:0 6.38 0.60 442A5 7 4461 108:45 5:13 12 8.06 2.67 2.38 66 58A 62 1..51 0.36 0.54 0.54 11.0 11.0 5.20 2.83 426.00 427.12 48.85 2.29 15 9.78 3.62 0.35 67 38A 55 0.05 0.78 0.04 0.16 5.0 6.8 6.15 0.98 421.23 422.27 30.90 3.37 15 11.85 0.98 0.61 68 38B 67 0,22 0.55 0:12 0.12 5.0 5.0 6.70 0.81 422.47 429.98 110.18 6.82 12 9.3 2Q 7 6 1.78 69 32 52 0.44 0.48 0.21 0.86 8.0 10.0 5.38 4.61 410.78 413.22 66.59 3.66 15 12.36 9.34 0.27 Line No Inlet ID DnStm Ln No Drng Area (ac) Runoff Coeff (C) Incr CxA Total CxA Inlet Time (min) Te (min) i Sys (in/hr) Flow Rate (cfs) Invert Dn (ft) Invert Up (ft) Line Length (ft) Line Slope (%) Line Size (in) Capac Fulll (cfs;) Vel On (ft/s) Pipe Travel (min) 70 33 69 0,23 0.78 0.18 0.65 5.0 9,9 5 .42 3 5 0 41 .42 3 414.17 3421 2. 9 1 15 .,5 9 6 5 22 , 0.17 71 34 70 0:16 0:80 0.13 0.28 5.0 8. 5 .82 1.62 414.37 41.7.52 159.40 1.98. 15 9.108 3.09 1.78 72 35 71 0.13 0.78 0.10 0:10 5.0 5.Q 7 6. 0 .0. 8 6 417.7 2 4 8,16 1 2 .50 9 1.49 1 5 7. 89 2.93 0.89 73 34A 71 0.09 0.55 0.05 0.05 5:0 5.0 6:70 0.33 417.72 427. 2 4 77,95 12.44 12 12,56 1.64 3.08 74 33A 70 0.24 0,78 0.19 0.19 5.0 5.0 6.70 1.25 414.37 414.57 29.50 0.68 15 5.:32 2.39 0.48 75 30A 51 0.35 0.73 0.26 0.48 5.0 6.4 6.25 2.98 405.15 405.40 29.53 0.85 15 5.!94 2.43 0.19 76 30B 75 0.18 0.76 0.14 0,22 5.0 6.0 6.39 1.41 405.60 405.89 32.90 0.88 15 6.06 3.13 0.46 77 30C 76 0,11 0.76 0.08 0.08 5.0 5.0 6,.70 0.56 406,09 406.28 26.42 0.72 15 5.48 2.87 0.97 78 28A 49 0,22 0.72 0.16 0.16 5.0 5.0 6.70 1.06 400.48 400.68 26.42, 0.76 15 5.(62 0.86 0.51 79 55 49 0.17 0.56 0.10 0.10 5.0 5.0 6.70 0.64 400.48 411.17 71.30 14.99 12 1339 0.81 1.46 80 24A 45 0,09 0:53 0,05 0.16 5.0 5.7 6.47 1:04 4 386.47 395 .14 60.0 6 14.4 3 12 5 13.53 3 3 10.19 0.74 81 24B 80 0.1 2 0.54 0.11 0.11 5.0 5.0 6.70 0.76 395.34 399.00 41.10 8.91 12 10.63 5.61 0.71 82 27A 48 0.13 0.72 0.09 0.09 5.0 5.0 6.70 0.63 393.58 393.79 26.42 0.80 15 5.76 0.51 0.86 83 54 48 0.18 0.50 0.09 0.09 5.0 5.0 6.70 0.60 393.58 404.22 71.30 14.92 12 13.76 0.77 1.55 84 26A 47 0.15 0.75 0.11 0.11 5.0 5.0 6.70 0.75 389.59 389.82 26.71 0.86 15 5.99 0.61 0.73 85 53 47 0:17 0.56 0.10 0.10 5.0 5.0 6.70 0,.64 389.59 400.24 71.30 14.94 12 13.76 0.81 1.46 86 51 45 0.42 0.56 0.24 0.53 8.0 8.0 5.84 3.08 384.32 388.68 85.79 5.08 15 14..56 2.51 0.57 87 52 86 029 0.75 0.22 0.22 5.0 5.0 6.70 1.46 389.35 389.73 28.27 1.34 15 7-49 4.72 0.40 88 51A 86 0.15 0.50 0.08 0.08 5.0 5.0 6.70 0.50 388.88 397.55 63.36 13.68 12 13.17 1,26 1.65 89 25A 46 0.20 0.81 0.16 0.16 5.0 5.0 6.70 1.08. 386,00 387.29 26.47 4.87 15 14.26 0.88 0.50 90 62 Outfall 0.00 0.00 0.00 0.29 0.0 5.5 6.53 1.91 392.81 393.45 26.13 2.45 15 10-11 6.29 0.28 91 63 90 0.38 0.77 0.29 0.29 5.0 5.0 6.70 1.96 393.65 394.52 47.86 1,82 15 8.71 5.72 0.50 92 66 Outfall 1.25 0,30 0:38 0.38 6.0 6,0 6.38 3.34 358,50 3611,72 1911,72 1,12 15 7,39 2,72 1,22 Line No. Inlet ID Drng Area (ac) i Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff (%) Curb Len (ftj Junct Type Gutter Slope (ft/ft) Gross 81, Sw (ft/ft) Cross SI, Sx (ft/ft) Gutter Depth (ft) Gutter Spread (ft) 1 43 0.00 0.00 0..00 0.00 .... .... .... MH .... .... .... .... _.. 2 4 A 3 0 5 7 4. 00 0.43 3 0. 98 0 .2 6 1.24 0.00 100 6.00 Curb Sag 0.083 0.020 0:15 1.76 3 4 B 3 0.3 3 4; O0 .7 0 5 0:99 0.22 0.95 026 79 6:00 Curb 0.027 0.083 0.020 0:20 3:81 4 44 0.22 4.00 0.74 0.65 0.07 0.71 0.00 99 8.00. Curb 0.030 0.083 0.020 0.16 1.98 5 44A 0.25 4.00 0.69 0.69 0.00 0.62 0.07 90 8.00 Curb 0.075 0.083 0.020 0.14 1.64 6 45 0.63 4.00 0.75 1:89 0.09 1.71 0.22 88 12.00 Curb 0.075 0.083 0.020 0.20 3.66 7 46 0.43 4.00 0.63 1.08 0.00 1.03 0.05 95 10.00 Curb 0.057 0:083 0.020 0.17 2.21 8 47 0.10 4.00 0.72 0.29 0.00 0.29 0.00 100 6.00 Curb 0.038 0.083 0.020 0.11 1.35 9 48 0,07 4,.00 0.75 Q.21 0.00 0.21 0.00 100 6.00 Curb 0.038, 0.083 0.020 0.10 1.19 10 2 0.00 4.00 0.76 0.18 Q.00 0.18 0.00 100 6.OQ Curb 0.038 0.083 0.020 0..09 1.13 11 3 0.05 4.00 0.76 0.1.5 0:00 0:15 0.00 100 6.00 Curb 0.02.4 0.083 0.020 0.10 1.16 12 18 0.20 4.00 0.76 0.61 0.00 0.61 0.00 100 6.00 Curb Sag 0.083 0.020 0.09 1.10 13 19 0.07 4.0 0 0 .71 .2 0 0 0 00 .2 0 0 0 00 1 00 6.00 Curb Sag 0.083 0.020 0.04 0:52 14 20 0.39 4.00 0.50 0.78 0.00 0.78 0.00 100 6.00 Curb Sag 0.083 0.020 0.11 1.30. 15 4 0.19 4.00 0.17 0.13 0;00 0.13 0.00 100 6....00 Curb 0.024 0,083 0.020 0.09 1.09 16 5 0.00 0.00 0.00 0.00 :., : MH 1.7 6 0.16 4.00 0.71 0.45 0,00 0.46 0.00 100 8,00 Curb 0,045 0.083 0.020 0.13 1.56 18 7 0.16 4.00 0.71 0.45 0.00 0.45 0.00 99 8.00 Curb 0.059 0.083 0:020 0.1.2 1.47 19 8 0.16 4.00 0.71 0.45 0.00 0.45 0.00 100 8.00 Curb 0.057 0.083 0.020 0.12 1.48 20 EX2 0.05 4.00 0.68 0.14 0.00 0..14 0.00 100 6.0..0 Curb 0.050 0.083 0,020 0.08 0.97 21 EX3 0.05 4.00 0.83 0.17 0.00 0.17 0.00 100 6.00 Curb 0.045 0.083. 0.020 0.09 1.06 22 9 0.05 4,00 0.79 0.16 0,01 0.17 0.00 100 6.00 Comb. 0,020 0.083 0,020 010 1.24 23 1 Q 0.00 0.00 0.00 0:0 H .... Line No. Inlet ID Drng Area (ac) ) Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp I (cfs) Inlet Eff (%) Curb Len (ft) Junct Type Gutter Slope (ftift) Cross SI, Sw (ft/ft) Cross 81, Sx (ftift) Gutter Depth (ft) Gutter Spread (ft) 47 26 0.13 4.00 0.80 0.42 0.02. 0.43 0.00 100 8.QO Curb 0.027 0.083 0.020 G.14 1.68 48 27 0,18 4.00 0.78 0.56 0.00 0.54 0.02 97 8.00 Curb 0.060 0.083 0,020 01,13 1.59 49 28 0.10 4.00 0.77 0.31 0.01 0.32 0.00 10..0 8.00 Curb 0.065 0.083 0.020 0.11 1.27 50 29 0.00 0.00 0.00 0.00 .... .... .... .... .... MH 51 30 0.10 4.00 0.69 0.28 0.01 0.29 0.00 100 6.00 Curb 0.020 0.083 .0.020 0.13 1.62 52 31 0.16 4.00 0.78 0.50 0.00 0.49 0.01 98 8.00 Curb 0.063 6 0.0 83 0 0.020 0.13 3 1.51 53 36 0.11 4.00 0.76 0.33 0.24 0.55 0.02 96 8.QO Curb 0.063 0.083 0.020 0.13 1.58 54 37 0,20 4,00 0.72 0,58 0:00 0.34 Q.24 58 4,00 Curb 0.081 0,083 Q.020 01.13 1.52 55 38 0.11 4.00 0.69 0.30 0.02 0.33 0.00 100 8.00 Curb 0.087 0.083 0.020 0.10 1.21 56 56 OA6 4.00 0.74 0.18 0.07 0.22 0,02 90 6.00 Curb 0.080 0.083 0,020 0.09 1.10 57 39 0.25 4.00 0.65 0.65 0.01 0.59 0.07 90 8.00 Curb 0.084 0.083 0.020 01.13 1.58 58 40 0.10 4.00 0.77 0.31 0.01 0.31 0.01 98 8.00 Curb 0.080 0.083 0.020 01,10 1.22 59 41 0.09 4.00 0.75 0.27 0.00 0.26 0.01 97 6.00 Curb 0.065 0.083 0.020 0.10 1.19 60 42 0.09 4.OQ 0.72 Q.26 0.00 0.25 0.01 98 6.00 Curb O.Q63 0.083 0.020 0.10 1.18 61 57 0.02 4.00 0.30 0.02 0.00 0.02 0.00 99 Dp-Grate 0.200 0.330 0.330 01.02 1.38 62 58 0.28 4.00 0.37 0.41 0.27 0.56 0.12 82 .... Dp-Grate 0.050 0.300 0.300 0.15 2.26 63 59 0,46 4,00 0.39 0.72 0.20 0.65 0.27 71 .... Op -Grate 0.060 0.200 0.200 0.16 2.86 64 60 0.32 4.00 0.55 0.70 0.06 0.57 0.20 74 Dp-Grate 0,05.0 0200 0.200 0.16 2.86 65 61 0.18 4.00 0.52 037 MO 0.31 0.06 83 Dp-Grate 0.035 0.200 0.200 0.12 2.46 66 58A 1.51 4.00 0.36 2.17 0.00 1.91 0.26 88 .... Dp-Grate 0.018 0.250 0.250 01.32 4.57 67 38A 0.06 4.00 0.78 0.16 0.01 0.16 0.00 99 6.00 Curb 0.097 0.083 0,020 01.08 0.92 6$ 38B 0.22 4.00 0.55 0.48 0..01 0.43 0.07 87 .... Dp-Grate 0.060 0.330 0.330 0.13 2.04 69 32 0.44 4.00 0.48 0.84 0.07 0.91 0.00 10Q 6,OQ Curb Sag 0,083 0.020 0.12 1.44 Line No. Inlet ID Drng Area (ac) i Inlet I (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff (%) Curb Len (ft) Junct Type Gutter Slope (fuft) Cross SI, Sw (ft/ft) Cross SI, Sx (ftift) Gutter Depth (ft) Gutter Spread (ft) 24 11 0.09 4.00 0.70 0.25 0,01 0.25 0.01 97 6.00 Curb 0.068 0.083 0,020 0,10 1.17 25 14 0.13 4.00 0.76 0.39 .0.00 0.39 .0.01 97 8.00 Curb 0.092 0.083 0.020 0.11 1.29 26 15 0.06 4.00 0.72 0.17 0.01 0.17 0.00 98 6.00 Curb 0.098 0.083 0.020 0.08 0.94 27 16 0.10 4.00 0.78 0.31 0.00 0.31 0.01 98 6.00 Curb 0.044 0.083 0.020 0.11 1.35 28 17 0.26 4.00 0.55 0.57 0.03 0.59 0.01 99 8.00 Curb 0.044 0.083 0.020 0.14 1.72 29 17A 0.07 4.00 0.30 0.08 0.00 0.07 0.01 87 .... Dp-Grate 0.030 0.100 0.100 0.05 2.27 30 17B 0.05 4.00 0.54 0.11 0.00 0.09 0.02 84 .... Dp-Grate 0.050 0,1Q0 0.100 0.05 2.27 31 14A 0.08 4.00 0.82 0.26 Q.13 0.26 0,13 68 4.00 Curb 0,075 0.083 0.020 0.11 1.33 32 14B 0.34 4,00 0.46 0.63 0.11 0.74 0.00 100 Dp-.Grate Sag 0.330 0.330 0,10 4,69 33 49 0.26 4.00 0.48 0.50 0.02 0.41 0.11 78 .... Dp-Grate 0.070 0.200 0.200 0.12 2.46 34 50 0.10 4.00 0.64 0.22 0.00 0.19 0.02 90 .... Dp-Grate 0.080 0.250 0.250 0.07 1.82 35 15A 0.14 4.00 0.65 0.36 0.01 0.25 0.13 66 4.00 Curb 0.09Q 0.083 0.020 0.11 1.27 36 11A 0.19 4.00 0.75 0.57 0.13 0.65 0.Q5 93 8.00 Curb 0.000 0.083 0.020 0.14 1.72 37 9A 0.21 4.00 0.73 0.61 0.05 0.66 0.00 100 8.00 Curb 0.020 0.083 0.02Q 0.17 2.26 38 8A 0.07 4.00 0.85 0.24 0.00 0.24 0.00 99 6.00 Curb 0.057 0.083 0.020 0.10 1.16 39 7A 0.26 4.00 0,53 0.55 0.00 0.54 0.02 97 8.00 Curb 0.059 0.083 0.020 0.13 1.58 40 2A 0.06 4.QQ Q.76 0.18 0.00 0.18 Q.00 100 6.00 Curb 0.02Q 0.083 0.020 0,11 1.28 41 213 0.17 4.00 0:75 0,51 0.00 0.51 0.00 100 6.00 Curb Sag OA83 0.020 0.08 0.98 42 2C 2.88 4.00 0.34 3.91 0.00 3.91 0.00 100 .... Hdwall 43 22 0.34 4.00 0.54 0.73 0.02 0.76 0.00 100 8.00 Curb 0.027 0.083 0.020 0.17 2.26 44 23 0.41 4.00 0.47 0.77 0.00 0.77 0.00 100 6.00 Curb Sag 0.083 0,020 0.11 1.28 45 24 0.41 4.00 0.50 0.82. 0.25 1.07 0.00 100 6.00 Curb Sag 0.083 0.020 0.13 1.60 4 6 2 5 .17 0 _ 4A0 0.8Q 0,54 O.OQ 0.54 0.01 98 6,00 Curb 0:020 0.083 0.020 1 0..6 .9 1 3 Line No. Inlet ID Drng Area (ac) i Inlet (in/hr) Runoff Coeff (C) Incr Q (cfs) Q Carry (cfs) Q Capt (cfs) Q Byp (cfs) Inlet Eff (%} Curb Len (ft) Junct Type Gutter Slope (ft/ft) Cross 51, Sw (ft/ft) Cross SI, Sx yt/ft) Gutter Depth (ft) Gutter Spread (ft) 70 33 0.23 4,QO 0,7a 0.72 Q-01 0.73 0.00 100 8.00 Curb 0.020 0.083 0,020 0.18 2.61 71 34 0.16 4.00 0.80 0.51 0.00 0.50 0.01 98 6.00 Curb 0.022 0.083 0.020 0.15 1.84 72 35 0.13 4.00 0.78 0.41 0.00 0.41 0.00 100 6.00 Curb 0.022 Q.083 Q.020 0.14 1.70 73 34A 0.09 4.00 0.55 0.20 0.00 0.19 0.01 94 .... Dp-Grate 0.025 0.300 0.300 0.10 1.92 74 33A 0.24 4.00. 0.78 0.75. 0.00 0.75 0.00 100 8.00 Curb 0.020 0.083 0.020 0.18 2.71 75 30A 0.35 4.00 0.73 1. 2 0 0.00 1. 2 0 0.00 : 1 0 0 6 .00 Curb Sag g 3 0.083 0.020 0.13 1. 5 5 76 30B 0.18 1 0 4, 0 0 76. , 0. 5 5 0.0 0 0. 4 5 0.01 9 8 6. 0 0 Curb Q Q 20 0.083 0.020 0.16 1.93 77 30 C 0 .11 4 .00 0.7fi 0.33 0.02 0.36 0.00 ' 100 6.00 Comb. 0 020 0.0 3 8 0.020 0.14 1.65 78 28A 0.22 4.00 0.72 0.63 0.00 0.60 0.03 95 8.00 Comb. 0.063 0.083 0.020 0.14 1.65 79 55 0.17 4.00 0.56 0.38 0,00 0.29 0.09 76 .... Dp=Grate 0,100 0.160 0.150 0.09 2.46 80 24A 0.09 4.00 0:53 0.10 0.00 0.17 0.02 89 .... Dp-Grate 0.100 0.220 0.220 0.06 1.80 81 24B 0.21 4.00 0.54 0.45. 0.06 0.42 0.09 82 .... Dp-Grate 0.100. 0.250 0.250 0.11 2.14 82 27A 0.13 4.00 0.72 0.37 0.03 0.37 0.04 91 6.00 Curb 0.060 0.083 0.020 0.12 1.41 83 54 0.18 4.00 0.60 0.36 0.09 0.36 0.09 80 Dp-Grate 0.100 0.200 0.200 0.10 2.26 84 26A 0.15 4.00 0.75 OA5 0.04 0.47 0.01 97 6.00 Comb. 0.027 0.083 0.020 0.15 1.75 85 53 0.17 4.Q0 0,56. 0.38 0.09 0,41 0.06 87 .... Dp-Grate 0.030 0.300 0,300 0.15 2.26 86 51 0.42 4,00 0.56 0.94 006 0.88 0.13 87 6.00 Curb 0,020 0.083 0:020 0,20 8.66 87 52 0.29 4.00 0.75 0.87 0.00 0.87 0.00 100 6.00 Comb. 0.020 0.083 0.020 0.19 3.16 88 51A 0.15 4.00 0.50 0.30 0.00 0.24 0.06 79 .... Dp-Grate 0.035 0.150 0.150 0.07 2.20 89 25A 0.20 4.00 0.81 0.65 0.01 0.66 0.00 100 6.00 Comb. 0.0200.083 0.020 0.11 2.31 90 62 0.00 0.00 0.00 0.00 .... MH 91. 63 0,38 4.00 0,77 1.17 O.OQ 1.Q2 0.15 87 8.00 Curb 0..045 0.083 0.020 0.18 2.81 92 66* 1.25 6.38 0.30 3.34 0.00 3.34 0.00 100 Do -Grate Sag 0_ Q 1 0.300 1 0.27 5.79 E a � o �¢�� 1'�m� E cn � s E� 0 W y 0 y i L ' 4a e5 rn AL F 11 �O O F. MYERS NQ. 33028 - w �`PS'r . , T-" 'T . E A m W W U C:)U z cri H w C43 w A en Z �a Q cri U co 0 W Z O C� Cn W t12 A T 0 o O f;!] LU Z Z to Q U v) 0 t--a � U U * 10-year storm used in inlet calculation for structure 66 with 0.95 cfs from � cc existing Pond 1 .added per McGee/Carson calculations. q U U STORM INLET DESIGN COMPUTATIONS E514 � * 50.28 cfs added to EX3. 39.42 cfs from existing hill district calculations. 8.95 cfs __ W J from structure 43 and 1.91 cfs from structure 62. Culvert Report frequency calculations use a 10-Year fre storm. Note. All storm drain q y Hydraflow Express Extension for AUtoCADQ Civil 3DO 2013 by Autodesk, Inc. Wednesday, Mar 11 2015 Inflow Information: Stucture 2C - 9 00-Year Storm Event Drainage Area = 2.88 Acres Kl STORM DRAIN DESIGN COMPUTATIONS c = 0.34 qES14 1(100) = 6.58 in/hr Invert Elev Dn (ft) _ 361.78 Calculations Q(100) - 6.45 cfs + (Dishcharge from existing Pond 1) Pipe Length (ft) = 38.37 Qmin (cfs) -10.19 1 Q(100) = 6.45 cfs + 3.74 cfs (From pond routing by McGee/Carson) = 10.19 cfs Slope (%) = 0.86 Qmax (cfs) = 10.19 Invert Elev Up (ft) = 362.11 Tailwater Elev (ft) = (dc+D)/2 rl (D Inflow Information: Rise (in) = 18.0 C:) O Drainage Area = 2.88 Acres Shape = Circular Highlighted C c = 0. 34 Span (in) = 18.0 Qtotal (cfs) = 10.19 1(100) = 6.58 in/hr No. Barrels = 1 Qpipe (cfs) = 10.19 Q(100) = 6.45 cfs + (Dishcharge from existing Pond 1) n-Value = 0.013 Qovertop (cfs) = 0.00 O EXISTING STORM DRAIN COMPUTATIONS FOR CASCADIA BLOCKS 4-7 Q(100) = 6.45 cfs + 3.74 cfs (From pond routing by McGee/Carson) = 10.19 cfs Culvert Type = Circular Concrete Veloc Dn (ft/s) = 6.04 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 6.14 Line Inlet DnStm Drng Runoff Incr Total Inlet Tc i Flow Invert Invert Line Line Line Capac No. ID Ln No Area Coeff CxA CxA Time Sys Rate Dn Up Length Slope Size Full (ac) (C) (min) (min) (inlhr) (cfs) (ft) (ft) (ft) (%) (ini) (cfs) 3 4 2 4.18 0.34 1.42 13.96 14.0 37.2 2.82 39.42 386.76 388.38 86.36 1.87 330 56.14 4 5 3 0.11 0.68 0.07 12.40 5.0 36.9 2.84 35.22 388.58 390.61 142.77 1.42 330 48.90 5 6 4 0.09 0.74 0.07 12.33 5.0 36.7 2.85 35.12 390.81 400.72 119.63 8.28 24 65.10 6 7 5 0.07 0.74 0.05 12.03 5.0 36.4 2.86 34.40 400,91 414.63 129.83 10.57 24 73.53 7 7A 6 0.09 0.68 0.06 11.98 5.0 36.2 2.87 34..37 414.83 426.33 122.49 9.39 24 69.30 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 363.14 M W U HGL Up (ft) = 363.44 p.., Embankment Hw Elev (ft) = 364.43 Top Elevation (ft) 367.42 Hw/D (ft) _ 1.55 Top Width (ft) = 20.00 Flow Regime Inlet Control �.; <- 39.42 cfs + 8.95 cfs FROM STR 43 + 1.91 cfs from STR 62 = 50.28 cfs < Pipe capacity of 56.14 cfs Crest Width (ft) = 50.00 Cn <- 35.22 cfs + 8.95 cfs FROM STR 43 + 1.91 cfs from STR 62 = 46.08 cfs < Pipe capacity of 48.90 cfs <- 35.12 cfs + 8.95 cfs FROM STR 43 + 1.91 cfs from STR 62 = 45.98 cfs < Pipe capacity of 65.10 cfs -� <- 34.40 cfs + 8.95 FROM STR 43 = 43.35 cfs < Pipe capacity of 73.53 cfs ~ <- 34.37 cfs + 8.95 FROM STR 43 = 43.32 cfs < Pipe capacity of 69.30 cfs Elev rrtt Stucture 2C - 100-Year Storm Event Hw depth (fit 1. \ _ - rs \ \ \ _ - \ 1 t _ ggjjj . �- `\ \ _ .. // a/ /V1 I� j rj4 1 \ ♦ { A-� � 1 / - - ._-._ -..- .-_ -._ - ~ \ \ \ ``.,.._ -. \ \ � \ -_ \ \ 1 1 \ `\ / \ \ t1- \ \ 1\ \ _ ^ \ �...-......•,,,.,.«., \ \ \ "ice` ...�i 'd. j .9 . \ 1 \ / 94 y \ t / i \ \ "�• \ ._ L t L L L I \ 1, 1 t \ \ \ \ \ N _ � �v �Ijz \ _,j�," 11 \ ,.- - 1 1; -- I I \� Ic�:j - t--i I I _ \ \ IN \\ \\\- /- \ 1 \ \ 1 3 \ o 11 \ `\ \ \ > °O - - - 1 \_L _1Z , I ` \ \ \ \ \ \ \ \ \ \ Lw- \ 1 \ \ \ 1 \ \ 1 . _. <i m r- i= \ \ 1 !I'. ; a' .Y• • I 1. 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