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Home My WebLink AboutWPO201500094 Plan - VSMP WPO VSMP 2016-03-16ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . 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 plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control -measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction.. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontalwertical). 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 all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets ('].'his list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will. be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design C, engineer and submitted with the test results for approval. 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-- (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 Q. 6. Where rural cross sections are installed, all residential driveway entrances shall con -form to VD0'F standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown OD the typical pavement section detail, shall be strictly adhered to. S. 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 shalt 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 -drams tinder to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required .for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with 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 conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and. Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations, 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion. and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan. approving authority. 7. All, disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. & 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. 1. 1 . All waste materials shall be taken to in approved waste area. Earth fill shalt be inert materials only, free of roots, stamps, 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 7:00aill 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 lbs/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/acreand consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/acre and consist of 95% Kentucky 31. orTall 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 for Stormwater Management plans I. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been. obtained front the County erosion control inspector. -'"REET PLAU'0'0't� Sri 110 •maKfallom • 64 Im :0 WA I ilk re- wo 64 1 1111111111115011 0 1:4 100mg: FT1,21 W I MO 161001 =110"t MO MIMI 0 ILO12 am kvi 1 Psall 9 1 a I VA-M.L4161 ION =121 FAC] 2001110411 oil 111103 11113=01 Welzlffla 10115 1 2. SEE ALTA/ACSM LAND TITLE SURVEY, DATED FEBRUARY 12, 2015, BY ROGER W. RAY & ASSOC., INC. FOR ALL TITLE REPORT EXCEPTIONS/EASEMENTS. TITLE REPORT PROVIDED BY: FIRST AMERICAN TITLE FILE NO: 14-10684 COMMITMENT NO.: 14-10684 EFFECTIVE DATE: JANUARY 9,2015 8:00 AM THIS PROPERTY IS SUBJECT 70 ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EX]ST. 3. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF BRIAN S. RAY FROM AN ACTUAL GROUND SURVEY. THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON JANUARY 15,16,19, 20 & 30, 2015; AND MEETS MINIMUM ACCURACY STANDARDS ULILESS OTHERWISE NOTED. 'Mill EXISTING PAVEMENT PROPERTY LINE SANITARY SEWER WATER LINE 7 ORE BEFORE YOU DIG CALL 811 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE U.P. -- PROPOSED U. T. OVERLAY EXISTING PAVEMENT -GAS- ASPHALT PAVEMENT FlEffAm CULVERT OR STORM SEWER PIPE ZL DRAINAGE STRUCTURE NUMBER --- 0-- SANITARY SEWER LINE W_ WATER LINE 74,_1 PROPOSED FINISHED GRADE CONTOUR ELEVATION ESP DENOTES EDGE OF PAVEMENT VC DENOTES TOP OF CURB f /_C DENOTES FACE OF CURB (MEASURED TO BACK OF ANY ROLL FACE CURB) 13/c DENOTES BACK OF CURB EXISTING PAVEMENT PROPERTY LINE SANITARY SEWER WATER LINE 7 ORE BEFORE YOU DIG CALL 811 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE U.P. -- POWER LINE U. T. U DENOTES UNDERGROUND TELEPHONE LINE OH DENOTES OVERHEAD -GAS- GAS LINE CULVERT OR STORM SEWER PIPE FIRE HYDRANT BENCH MARK LOCATION 174- EXISTING CONTOUR ELEVATION C14 to OWNER: GAMBIT (PRANA LAND, LLC.) DEVELOPER: DOMINION REALTY PARTNERS, LLC Z Z 101 N. 5TH STREET, SUITE B RICHMOND, VIRGINIA 23219 0 0 CONTACT: MICHAEL M. CAMPBELL PH. 804-780-3877 Z Z PROPOSED USE: APARTMENT COMPLEX a) 0 0 TMP: 76-54 (A, A2, A3) 0 Z 0 0 ck: M 76-55 (B,D) U) UJ W ZONING: R-10 = 15.39 AC iL �L iL R-2= 0.878 AC TOTAL. AREA: 16.27 AC Z PROPOSED BUILDING AND PARKING COVER: 4.85AC± J IN. 11N POND AREA: 0.76 AC TREE SAVE AREA: 1.97 AC LANDSCAPED/TURF AREA: 8.0 AC LU POOL DECK AND SIDEWALKS: 0.69 AC LU C/) I UJ OVERALL OPEN SPACE: 11.42 AC Z: co Z (11.42/16.27)=70.2% OPEN SPACE U) RECREATION AREA: 34,500 SF FLOOD ZONE: SITE IS NOT WITHIN A FLOOD ZONE. REFERENCE FIRM MAP #51003CO269D, PANEL 269 OF 575, EFFECTIVE DATE FEBRUARY 4, 2005 TEMPORARY BENCHMARK: MONUMENT FOUND AT EASTERN -MOST CORNER OF SUBJECT PROPERTY AT Z INTERSECTION OF 5TH STREET EXTENDED AND INTERSTATE 64 EASTBOUND RAMP. (D ELEV.=465.65 > N 3890348.8356 E 11479910.0190 Z W UJ SHEET' D E S C FRI P T 10"' N Q_ W W CS -1 COVER SHEET 0� UJ ESC -1A and ESCA B EROSION & SEDIMENT CONTROL NOTES & DETAILS U) (1) ESC -2A and ESC -213 INITIAL EROSION & SEDIMENT CONTROL PLAN > >: ESC -3A thru ESC -3C INTERIM EROSION & SEDIMENT CONTROL PLAN Z U_ :D ESC -4A and ESC-4BFINAL EROSION & SEDIMENT CONTROL PLAN 0 SWM -1 POND DETAILS LL_ 0 UJ SWM -2 B*RETENTION DETAILS SWM -3A and SWM -3B EXISTING CONDITIONS < 2 SWM -3C EXISTING CONDITIONS - SOILS MAP Wca J SWM -4 OVERALL DRAINAGE PLAN < SWM -4A thrui SWM -4F GRADING AND DRAINAGE PLANS SWM -5A thrid SWM -5E STORM PROFILES LD < SWM -6 DRAINAGE DESCRIPTIONS Z> Z ry SWM -7 PRF POST LANDCOVER MAPS 2 co LO SWM -8 OVERALL DRAINAGE AREA MAPS up 00; UJ W W co 7 SWM -9 INLET DRAINAGE AREA MAP V SWM -10 BMP DRAINAGE AREA MAP (D W Q co W 0 0 APPROVED by the Albemarle County Community DevelOpr�ient Department IF THESE FILES ARE MODIFIED AFTER RECEIVED, THE RECEIVER AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS, OUR FIRM "RK&K", FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES, DAMAGES OR COSTS FROM THE USE OF OUTDATED DESIGN FILES. 2 CL / l/ r • r s x r, r/ r ire r, r r r r r »r / r i- r, / -r ♦. - r r s r rIMPA rm m rfag, r rrr s r r r ♦ - r r r - rr •- r r r r> r ! /rr r r r. r r -r r' r -r r -r • - • r r r r/'r r ^• -s _ r r _r _ r, , � � r, r r r s' / r r-: r - s rr- r r r'; - r^ r / -r ♦ ; rrr r -r - i. r • _ r r r' r r- r , ,, , / -r - r -' /r r s r r ., -x r r rr,, r r .., ,. ..- 1.- .- .» ,:, `/r rl _I ._., .� r ,'� .. .: .» .. .. �. _.' •r '" _ I r :r r� r _ MF �.... / t ,. � , r � r ,r �` ' �r • - r ' r / r ,/ ; ;- r r .` r r' - r er . r 3 r - r`. �r r: r r - r -r r r r.^ r -! rr r, r r - r' r- ♦ 'r r' r r - r i', '•� :r `Y'. r' - r r ,r' r r - rr'- rr - .`r r." - r ' ;r' _r '♦ r r /fr'. :r r-•, r i - r r s- t r_ -r r r'- r 'r I r r_ r rrr . _ I' r r r` ,r r'^' r r r rr rI ♦ II I I I �' r I rr - r ! r/ rr; :' r. r r rr -, '. , -, - rr♦ rr » r - , r, , r _, -,, -r' / r / -tr r - r' , r r' -r - s- r -e r; r r ♦ / /I r r -r c r r - r _ - - r, ,r, r r r, a _,,, r r, - r ` r' ♦ r r r r r. _ r � � ,,. I_, r �. rr r ,, ,,, y.. » x r .'-r-r" -' --'r' ✓' r r ,. •r t" r rr� f/t r r - t r r, ♦ r j / /' _ I_ r » __r r r �- rrr �l r i/ r r - r r ,,_ trr ^r r i/r // y _; r ,'-' r ^_ r"- • rr r -r' .2 - r - ♦ r r r s- r', ♦' -r r 2^ ^re _r r � rr r r r- -r - l r - r'rr^ /. - rr s', -`• r • r ., _ r:-- ,r' _r _ r':- / it _ .. _, / r. r / _. 10%11 NOM IDENTIFIED "RESPONSIBLE LAND DISTURBER SHALL ACT AS OWNER'S REPRESENTATIVE TO INSTALL INSPECT, AND MAINTAIN ALL E&S MEASURES. DISTANCE IS U MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1 1.5' ila'�^ le CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING 4"X4" TRENCH UPSLOPE ALONG TO THE POSTS. THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH FLO 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH FILTER FABRIC I i R�W _ STD. 8, SPEC. 3.05-2 L = THE DISTANCE SUCH THAT POINTS A nnln n Ar -)r- nr r-�I IAI rI rtn-rl�r.l t 2 ACRES OR LESS OF DRAINAGE AREA: � F `�'r ;gig= '� � "`��i�X�' ,��-�*� v r<e��h� y z �3�1 Yom'✓ ` , FILTER CLOTHw (OPTIONAL) ` (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE,., x , ;x FLOW 2-10 ACRES OF DRAINAGE AREA: �,a T FILTER CLOTH J (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE FLOW FILTEIR FABRIC DRIP LINE WIRE WOOD STAKE FILTER FABRIC BACKFILLED SOIL ' `r BACKFILLE SOIL- DIRECTI0 OF FLOW�1 4„ 4 4'�-I 4'-(Y FENCE TEE P8QMCMQbj STD. & SPEC. 3.38 WOOD STAKE z w3 H ED U _j w w %1 POLYETHYLENE FABRIC ((ATTACH TO POSTS WITH ETAL TIE WIRES) r r 17 -t. / < rZ 1 S t < > < t 75 1 t r l =CONVENTIONAL {u) POSTS OR O PERSPECTIVE PE SPE METAL GE ' A17 Kilt 4017 WLu } ' i + •IN III 6111FIVINIM lIffaWkSISEW + �am 1"6 00 XQ � tj .l ' •` r _ �...• •. r r r r>f r, 11 11211 Iiil i; l'111 1 ;rrr• r . 1111 XF1 WWI • r �. .fir r a... � . �' ♦ + : � • w ' �. � r � ,� ' `. LW -E: - COASTAL COASTAL PLAIN: 2 TONS/ACRE PULVERIZED AGRICULTURAL GRADE LIMESTONE (90 LBS./1000SQ.FT.) •, r s •oil .; ! •t ii • 31010191111i N j �r r i ' • v ,�. r, r r • r i. 1• •,'v •' r f : FaJ i -r. i QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (Ibs./acre) 3 tons per acre 50/50 Mix of Annual 2 tons per acre Sept.. 1 - Feb, 15 Ryegross 50 - 100 SF (Lolium multi- florum) TP & s cereal (Winter) Rye 10F owl PS (Secale cereals) TO Annuol 12yegrass Feb. 15 - Apr. 30 (Lolium multi- florum) 50 - 100 May 1 Aug. 31 German Millet 50 (Setaria italica) DD DIVERSION DIKE (STD. & SPEC. 3.09) ® DV DIVERSION DITCH (STD. & SPEC. 3.12) a o o CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02) INITIAL ESC ONLY INSTALL PAVED WASH RACK DURING INTERIM ESC 4 (SEE DETAIL ON SHEET ESC -01) DC DC DUST CONTROL (STD. & SPEC. 3.39) SAF 0 ORANGE VINYL SAFETY FENCE ..,.:, a. (STD. & SPEC. 3.01, TABLE 3«01-A) FOR CONSTRUCTION DETAILS AND SPECIFICATIONS REFER ;.z• ar• ♦ • • 5+ • ��i •; +a li.' • •z fir -• I „ T � M+ ! �,.... � is � �� ,•�' k ;,..'► ► �...i�l � .gym. . r , ., 'r 'r ; r r • •. '.., a i i _. ' _ ! r i 1'•' • 1�' � r r � • ,) , � •., i l lL 6 1,00 • ; = d • ,,, rr • 4 r Vii' i'. ria•: r.,. `• •►ving - THE SITE IS PREDOMINANTLY- CULPEPER SANDY LOAN (21C), HAZEL LOAM (39D AND 39E) AND ELIOAK LOAM (27B). r. ,. • r .• • • - +-••,• •' •rir • r ! r •- •iV11V11&. VID • -• r•• • • r •: :• i t + ! • • ♦ r ! .r• r • r impi rrsgr r c" s ,i4 1 'i t' QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (Ibs./acre) 3 tons per acre 50/50 Mix of Annual 2 tons per acre Sept.. 1 - Feb, 15 Ryegross 50 - 100 SF (Lolium multi- florum) TP & s cereal (Winter) Rye PS (Secale cereals) TO Annuol 12yegrass Feb. 15 - Apr. 30 (Lolium multi- florum) 50 - 100 May 1 Aug. 31 German Millet 50 (Setaria italica) DD DIVERSION DIKE (STD. & SPEC. 3.09) ® DV DIVERSION DITCH (STD. & SPEC. 3.12) a o o CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02) INITIAL ESC ONLY INSTALL PAVED WASH RACK DURING INTERIM ESC 4 (SEE DETAIL ON SHEET ESC -01) DC DC DUST CONTROL (STD. & SPEC. 3.39) SAF 0 ORANGE VINYL SAFETY FENCE (STD. & SPEC. 3.01, TABLE 3«01-A) FOR CONSTRUCTION DETAILS AND SPECIFICATIONS REFER TO THE URGINIA EROSION AND SEDIMENT CONTROL NDDOOK" THIRD EDITION, 1992 LD[.4Y LIMITS OF DISTURBANCE LINE ---- WP ---�- NON -TEARABLE YELLOW &BLACK BARRICADE FOR WIN : I I I ii I •-� _ ... �� .::. I•II,I� Iii _•INII `. '!. (• !� a Y- •s u /if LOU May use iu w/A german mnlet or L Id/A weeping lovegrass in place of annual ryegrass. b After May 1, Kprean lespedeza will not reseed itself. You may increase the amount of other legumes accordingly. Source: VA SWCC Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes L 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 plan as drawn may not accurately refect 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 s' Erosion 1 siltation control measures shall berovi ad in accordance p d c ante with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. A11 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 inthe opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage chamiel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -- Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for 'Streets (This dist is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 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 niay be required at locations not shown whet in the opinion of the Count Engineer, or designee, it is de tt d � p Y g gne�, ere necessary, When guardrail is required, it shall be installed four (4) feet offset from the edge Albemarle County Engineering Final Plan General Notes Page 3 of 4 6. The contractor. is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentatiozn 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 treasures 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. s` 10. Aft fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps; wood, rubbish,. and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13; All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hoots 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 inulching. Seeding is to beat 75 lbs/acre, and in the months of September to February to consist a 50150 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through Augustto 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 901bs/I000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 1801bs/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 lobe 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. ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS QUICK REFERENCE FOR ALL REGIONS" Planting Dates Species Rate (Ibs./acre) 3 tons per acre 50/50 Mix of Annual 2 tons per acre Sept.. 1 - Feb, 15 Ryegross 50 - 100 SF (Lolium multi- florum) TP & TS cereal (Winter) Rye PS (Secale cereals) TO Annuol 12yegrass Feb. 15 - Apr. 30 (Lolium multi- florum) 50 - 100 May 1 Aug. 31 German Millet 50 (Setaria italica) DD LIMING REQUIREMENTS FOR TEMPORARY SITES Agricultural Limestone Recommended Application of Agricultural Limestone Below 4.2 3 tons per acre 4.2 to 5.2 2 tons per acre 5.2 to 6 1 ton per acre Source: VA SWCC Albemarle County Engineering Final Plan General Notes Page 2 of 4 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 sliall 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 lana approval for subdivisions is subject to final subdivision plat validation- Should p pp J p 1. 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. frafito 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 iii, order to provide safe and convenient access. l 1. The speed limits to be posted on speed limit signs are 5 milli below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD- I 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 inaccessilble to VDOT or County inspections. The video inspection shall be conducted in accordatuce with VDOT's video cannera inspection procedure and with a VDOT or County inspector present General construction notes for Erosion and Sediment Control glans 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 Hilal inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities 'mareas other than indicated ont hese plans (including, but not limited to off-site borrow or waste areas the contractor shall submit a ( g. ), Supplementary erosion control plan to the owner for review and approval by the plan approving authority. Albemarle County Engineering Final PlanGeneral Notes Page 4 of 4 General constiruction notes for Storinwater Management plans i. All dams aind constructed fill to be within 95°,b 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 watertighr within stotmwater management facilities. 3. For temporrary sediment traps or basins which are to be converted to permanent stormwater r I anageme;nt facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. E 'ROSION CONTROLLE IP INLET PROTECTION (STD. & SPEC. 3.07) CIP CULVERT INLET PROTECTION (STD, & SPEC. 3.08) CEO OP OUTLET PROTECTION (STD. & SPEC. 3.18) - X - SF SILT FENCE (STD. & SPEC. 3.05) TP TREE PROTECTION (STD. & SPEC. 3.38) TS TEMPORARY SEEDING (STD. & SPEC. 3.31) PS PERMANENT SEEDING (STD. & SPEC. 3.32) TO TOPSOILING (STD. & SPEC. 3.30) MU MULCHING (STD. & SPEC. 3.35) CD ROCK CHECK DAM (STD. & SPEC. 3.20) ® DD DIVERSION DIKE (STD. & SPEC. 3.09) ® DV DIVERSION DITCH (STD. & SPEC. 3.12) a o o CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02) INITIAL ESC ONLY INSTALL PAVED WASH RACK DURING INTERIM ESC 4 (SEE DETAIL ON SHEET ESC -01) DC DC DUST CONTROL (STD. & SPEC. 3.39) SAF 0 ORANGE VINYL SAFETY FENCE (STD. & SPEC. 3.01, TABLE 3«01-A) FOR CONSTRUCTION DETAILS AND SPECIFICATIONS REFER TO THE URGINIA EROSION AND SEDIMENT CONTROL NDDOOK" THIRD EDITION, 1992 LD[.4Y LIMITS OF DISTURBANCE LINE ---- WP ---�- NON -TEARABLE YELLOW &BLACK BARRICADE FOR W®Ura' /WETLAND/RPA PROTECTION Z 0 Ltd W e 0 _... .____,_ _1-_-____ ____ __ .. ....... _ .1 -__.__.. 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C/) LU (/) V- I I I � ' ' '' I Total Basin Volume/Eievation Table' � � 11 I I I I I ,. � 1.11, � ' Area ''I � ' I I—, � � I Area ' � I I'll 1-11-1 Al+A2+sqr 1. I . -1 111,11-1 . Volume . . 111. I Volume Sum I 11 � 11, I I 1-1-1 Volume Sum I 1. - I � I 11 .1 I -Voluma Sum I . I I kUt � I . I k5q.ft� 1 (acres) : � (acres) I . � I ; . (acre -ft) i I I I I La -c -re --t ' � (cu. Ft. � 7 Lc -u .Y �ds. c . 1 403 I I . . I.. - I � I � I I ... 1.1-11111 553 --1-1111 � O�013 t 11 0 1. .. I : 0 1 1-1 --1---1 0 1 I .11, 0 -11 . 1-11 I � I , 0 � -.11-11.111- I... - I I . : � - I � 11 11 11 -11 I �: - 404 - , � 822 - . I ... 11-1-1-1-11 I 110.01.9 I'll 11 I I I 1. 01.105, - I I.. I J 10,01611, I I I 11 I 1 1 � 0.016 � ,� - 683,111, � I � � � I . 25 I I I � , � 405 : �, I., - � I . - I 11 � I 11 11 1 I I . , ,1,127 � � I - � O�026 , I 11 1-111.11.-I-1-1-1- 0.07 1- I � 11 - "..., � I 0,022 : I -11 11 � .11,-.1111 � 0.038. � 1-1 , , 1,654 � _ � : 1 61, 1- I I � 11 � I ,, 1 405.2 ; I I 11 I 11 I I - 11 I I 1,206 I'll � � � I I , 0.028 � . - - 1, 0.08 I I I t 0.005 � � I 1. �. I .111.1 - 0.043 �. .1 I- 1,887 11 . I I ,. I : ; � 70 11 � 1 406 � I'll I-- 1. 1 I I - -1111, � - - 1,460 . . � � O�034 ,� 0.09 1. 11. I I . 1 0,024 � - 1-11 I - 111 0.068 : 11 I I'll, �. � 2,952 . I 11.1 1-- � � 109 : I—— .. - 1,; I I 11 I- 11 : 406.5 11 1- 1.-11 ''I I � - I I 11 I . I I 11 - I I . I � �11 I I I 1,633 - I .1 .., - 1. I ''I'll I I 11 , . 0,037 "I" I I I � 1. � 1-1-1. 0.11 . I .I.. I -1 I.. I-- � - I 11 �r I . 0.018 � .1 1. 11 - I - 11 1. 1. � 0.086 1. I— � - - 111. - I I . ... 3,724 I . I - �. 111.1 - I � 1 138 � I I - I—- I 11.- -1 TEMPO"RAR"'T"' SEDAMENT TRAI"o #2 0.087 "I I � , r . I I I r 0.26 � I I ,, ,r 11 I 11- r ; : 0,026 11 � r I—, r . 0,266 I I r r� r- 11.584 I I I ,rr - Iffs �_ I-_ z — 0 �_ LL k1ft 1:1 A El N a 0 0 pX11; i W—W VOL: 2.85(134) = 382 CU. YDS. - I I I I I I : Volume -r WET STORAGE REQUIRED = 191 CU. YDS. WET STORAGE PROVIDED = 193 CU. YDS. 0 ELEV = 390.1 0 DRY STORAGE REQUIRED = 191 CU. YDS. DRY STORAGE PROVIDED = 195 CU. YDS. 0 ELEV = 391.70 ,�� %:� - . �."-.,.- WET STORAGE � DRY ELEV.= 390.1 0 WET ELEV.= 389.00 STONE FILTER DAM 3.0' 2.85(6')= 17.10'= 18' - T#P"W WP�0= 392-70 %_?. V.110 —VDOT #3, #357 ' , LJER CLOTH - mfflfii�ll '1 I - � � � I I r I I I �r .r r I . Total Basin Volume/Elevation Table I - rr 11 I ., I � I rArea . I I I I I I I 1� Area I � I . � Al+A?+sqr I . I I I .1 - I I I I I I : Volume -r . 11 I r Volume Sum I 11 . I -e Sum Volun �. � I I 1. Ir. 'Volume Sum I ;r r I - 1 I , � I I I 11 I . 11 �j-t) , , I I � I � LS= q A Ir r I (agres) (acres), r � r I (acre -ft) -ft � ,La-!�!� r, r (cu� Ftj � (cu� Yds,) . r . q - .1 .- I . I I 11 ''.. 388 ,r ! r I I rr � I -r I 2'r075- - 1 01�9481 r. � I I 11 I I.. I rr I I.Or I 1-1-r1-. �. I I -0 -1 � �. I 1. 0- � I Ir I � 0 I � � � . . � 01. - . I . r r - ; . I I 1 �89 1 r - r I r I r I I I I I � r I 1, � r I 2,460 I 1. � � . r 0.056 1. I I r 0-16 - � . 1. - I 11 - . . � 0-052 I r I I I ; i 0,052 . .I r . . � 2,265 - 1-1 . 1 84 r 11 I I � ! 390 : r I � r r 1. � � I �. - .11 �r .1 2,877 � I—. , I I � : 0,066 . 11 r r r r - - 018 � I 11 � I— . � i p � 0,061 . .. 0,113 . � � 4,931 I I .1 I 183 . r I � . p ; I I : 3W 1 � . I.. I r r1r I I I I � 'r I I r.11. . - r 2,930 I rr, I r . : 0-067 r 'r �r I 0.20 . ; . O�007 0.120 I � � I I 5,221 � 193 I rIr I � I . I I I r r Ir. I � I I I .11 11-1 I r I 11 � Ir I , I Irr, I I I � r"I . I � -1 r � I r 391.7 : : I � I Ir. 11 3,659 Ir I- 0.084 � r � � I.- � 1. I I Ir � O�24 - I.- r�, - � : 0-056 �. r r . r r " 0.240 � . , 1 0 , 468 I I I I 388 � I I I . 392 ;� I I'll r .. I I Ir I � I 11 r � . I ". I , , 3,777 . , - Ir r - 0.087 "I I � , r . I I I r 0.26 � I I ,, ,r 11 I 11- r ; : 0,026 11 � r I—, r . 0,266 I I r r� r- 11.584 I I I ,rr - 429 �Ir � r -11. , ,� I I I � 111. I I I �. � I I : I : Totall Basin Volume/Elevation Table: . r I . I Area NTS I I - I -1 AI+A2+sqr . D.A.: 2.23 AC. I � I Volume Sum I I VOL: 2.90(134) = 299 CU. YDS. WET STORAGE REQUIRED = 149.50 CU. YDS. WET STORAGE PROVIDED = 173 CU. YDS. 0 ELEV = 385.5 DRY STORAGE REQUIRED = 149.50 CU. YDS. DRY STORAGE PROVIDED = 229 CU. YDS. 0 ELEV = 387.00 I I I � 111. I I I �. � I I : I : Totall Basin Volume/Elevation Table: . r I . I Area 11 I Area I I I - I -1 AI+A2+sqr . I I � Volume I - I I I � Volume Sum � I � I Volum Sum I � I Volume Sum I I I � 11 I I I 11 11-1 I'll. .1 a, I � . . � � ��f � , , (acres) . , I 11 I I I � (acres) . , � (ac re-tt) (acre -ft) I (GLL Ft-) ___ _ �L94 ��q��,j , I I 1 384 : - 2,732 11 11 10,063 1 I I 0 I ''I'll 1 0 -11- _ I 0 1 - I I I 0 11 I I I . 0 I I � 1 1 � I � I � 11 1 I , 385 I , I 3,249 I I I I � &075 1. 0,21 -1 � � O�069 I I I 0,069 2,987 1. ill I . I � � I . I � 385�5 � 3,517 I 1 1 OM111 � I 11 &123 I - � �, 10.1039 .11 . � 1 0-A07 1 � I I � I � I 1 -4,678 11 1 1173 1. � I . "I � - I � I I 1 � . 386 � 1 1 11 I 11 I 11 1 3,791 1. . I 0.087 I I I I � 025 I � I I - O�042 � 11 "I I 01-149 � 6,5041, I � � 241 I � . � , � 387 . I � . I 4,952 OA14 1 I I 030 , , 0.100 I I O�249 � � 10,863 402 . !YEICAL TREE SAVE LIMITS DETAILS - x . . r- ETLAND LIMITS-� ' REE PROTECTION --i SILT FENCING LAND DISTURBANCE LIMIT . r- -n 0 . �. i ,REE SAVE LIMITS ---.t--z 1, � I 1, � i ig,11144 LL I's , � , - 10101JIMUNIM, KAI" I : , I , 110111Z,63,11 zill" 11141 2�1111111 rM1111 NOTE: TP, LDL, AND SF RUN COINCIDENT CLEARING LIMITS. LINEWORK SHOWN SEPARATELY ON PLAN VIEW FOR GRAPHICAL CLARITY AND REPRESENTATION. M C) M N U 111 ��j CO 'T- ___ N CN N a :::) N (j) CO flll� k: �_---k, �,,-t , cz� . z 00 ___ Q� �D ---, �-- ny, -�, (1) c1l) )_ I(::) cr [) 0) ,_ ,4- , lz� a � U U �N � :�z 00 1.1 ., r`.. cf) X 'It 'it ,�T 0 6 izz� O� 00 — 1-1 C) CL N__ 11�_ N , - �::X. ... I ... xi��!��'*".� ........ :. ,;:;:;: " !��li�!!��,�� I �,i��!i��i��i�!�i�ii��i�!i��,,.,.. :�i�:�::��ii�i��i�i��i::i:�:�:�ii:��:�:i::: �:�iii�ii�ii : � : ii ....... 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YDS. 11-k \ " I \ � __ , I " I, : _ / ", i / , -9-9 . .. .... �, . ...... . .. _19- -1-- -111, , _ � 91 ___ I " 11,11, I I 'A" f ! 1 1 ; ; 1 I I ; I .1.111, -1 -, " �,� , . � 1:1 . . ..... � --.1" -, - li� ", \\ - I I , , , " I I - L __, ___�.. .-, 9 1 - ...... � : I , � w - . / __ ___ L'. .- __ -'-,_, - "' DRY STORAGE PROVIDED = 655 CU. YDS. 0 ELEV = 406.00 . �� I 71-� 1" n� � i i � � � � i � i i � .1 __ _ _ '" , � -,,, - _', �, --, , I / - " 1, il j I I t , i I I - � , i � I I �'. , I I I i � , � �, / I ; ,I I n , . , __ - _ _", - - , ,,,, , \ � I .. . .... "I � � , , � I . ! . . I - - -1 -r--. I 1 - q . . I I , 91%, ��.,;t-T " ; ; , __ - :",��,-- � . .......... -,r, - �5 A k - I � , ", / \ i . 9 " "I ! � _ I � � ... z , � \ � ! 1 � I I � t, �, 11 ;; �� IA 'IN, 70, 1SIBI #1, ", - _1 - __ _,: I_ ... ... 9-- - " , ,_ ,4 WET STORAGE PROVIDED = 649 CU. YDS. 0 ELEV = 404.00 z , . 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DIIKE, ,', . % � I; k I � , __ � " � , i 16i s� " : �� ", , \ \ , I , \., , , - I 1_\ \-, __ , __ _,]: .... ... �_ . _ - 1-1-1 % I � I "I" , __ - I I C7 'L, : __ _- _' ,,, "" ,9, - '_ - - " 9 -, - _._ ,_ _ L" _ 11, I "", , _: / 4%44�,__ -"-' - "' _,".�_-, ___ :�: --- RLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR A � - � " 1,1 I I I i I " , � i , , , ,I \ \ , - � � s � I � "I I I I - 1-9, -1 _-, ", --- " I t � I I ; - [ , 1 � I i � 1 , ,,� � ,�, , , � , ,,, " % \ ,�, , , ,,, ., \ , \ 9 - , j , � 1-111-1 _ _ ' ,-_ - ' - 11__ - I ; 11 i ", 1, Ili "I 1/, , , ) -- - - " - - , - �, ` - - _- , - - .:.- ' i� \ \ �, "', " ,, 1, 1 1 1 � , i , / / ,---, i I Iq i 9 I I i 1 s � ,%, , 1, \ 1�, -11_ __ �, / - - I .... :� I " - , - - " , ____ . . I s � " �'L _ _ "' __ __ _�? � . , \ 1111-k�. - -1 I -1 , � ..... �L _� ... �, ___,_ q:z -OF "I i � .... ��', "', � I , " � . 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", �� ,!, , >� � k ., \ , REE_ SAVE/CLEARIN'G 111� , �E TO, -ST/f3/�/'/,"/ - \ , ."u-77 I. � 0 "" ,� � _U _� , , _ , " _ , . I � � 1 s , - I 1, 'o," IVI __ :,-- , : ... 9- . : I L � � . &R % \ % . I , 1. _' \ ! - ,�,�; 'S ... � , I ", " _ -:1 � t � z F . 5 , "Ill' , I _ _ , ' f , i -, ; i s ; I - 11 . I \ I 11 �, I 11 I _ \ - "" " " L, I I I > >: - . . � _ 1. I I c � I , I" , "" " i 1 I 1 ! 1 I ,1' I , ; � � I � ,�, � �, �� i I Em \ \ L - - -__ \ \ \ \ ill -.j_ i __ _. " , (f) (1) \ � i 1,POkAR \ _. / /// / �",/// i "kL� � . L1MITS(TYP,),_ -...- ', I -, � I � , I " / / _ _ L -L , _ ___:�'_ , � _'. I/ \ � , I 1 . i I I I ' � , \ \ ", \ \ 1 ""191", 11 z , , , " , 2.CONTRACTOR SHALL STAKE OUT "INITIAL TREE CLEARING LIMITS" AND PROVDE CLEA ING LMTS I I 1 9 1 % s � I I I , 1 . I ! � i , I \ � " ", , - , �. 1�� -1 -- I I . � ��, _ , , , ,,, -1 , , , I '� \ I i � 4 1 , PIL �,, \ �, \ " \ � I __�% I I " ,. , " , 0 / /I � � \ i � / ". - ". , IR \ �! � � i i ! i 9 . I - - .......... .... ........ --- I—- --- , \ I I I , "I - I ; I 1 1 1 � ; i 11 -,, I 11 " \ , �, \ I I "Ill �', � . I " �,, � ", ","�, 9" _'_ "I, , � , , ; , i 11 1 9 L \ I \ ', _1 I I ""I : I \ \ \ . ! f , 4%, 1 I,_ �,� �, ", 11 \ � : ; I � ,\ \ % � ...... "I I " I I / / / I , 11, I � "I I � � � , 1, I I 1 � . 1 t i � I I I \ , \� �� \, L�\ � \ ' ' ' \ "', , � i I . i 11 i I i I : -4 1..11..',�_ , 1% I "� - I � // / 1 \ . I i 111,!W 1 � , I , s i ` ` \ , T 6 tK \ ' , - \ , \ i i 1- ... _ i r�, �_� _i/ :� FLAGGING, TREE PROTECTION FENCING, AND WETLAND PROTECTION TAPE PER E&S PLAN PRIOR TO a: I w � / s I . I " \ \ \ , /'/// � 11 --i -�,,�,-,7 - � .. .... -, ... -..I- , I 11, I _', I � , � x �, �,� � . \ 's , -, , , ". , 1 . I p " � I � , I . � t i ,�, �� \ \, � . . ..... ___ I 11 I . 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I I ! � , , " �! �)J, f i , I , I I � � , , " �,\ �' "� ,,_,. -1 �, , PRE -CONSTRUCTION MEETING. � CID) \ , , # i � , \ ., , '. - " i � I I , ii i_�! 1 i�i � I � �! s "'!.I Is� !!�,, �, \ , " \ ' " ""I \ � , i'�f - . ..19 .11, -- - -- - , . � � ! - I I I , r ' ' "Ill' " ,� , , 1. ,�' � K-1 , `�) I I I " �- Y/ �, �� L �' 1 : ) ! j i "i 'i %, k, '�, 1 �i �i ", -� p, � I , I 1 , i FV " 1'� " ", ", , , � �' i ,L' ' /' + / i I I ; i __ � - -- ... ... . � / / i k I s. i 4, 1 / , + s � s " -, � ." , \ i \ I I \ 'r " ............. -L,-'-_ \ I _.�:�::_,_-,_ / I ,� ;;' 1 1 1; / I I � \ " _ I i I / � 11 f . !I I 3.ALL EXISTING UTILITIES MUST BE MARKED IN THE FIELDS PRIOR TO CONSTRUCTION AND ALL I , ` \ \ 11 11 11 I \ . . "A N", 't� L I/ ; ;I 11 I .1-1. "', I " I ; / ,I 1;; I : , 1, 1\ I \ \ , 1, 11 _ N / , , ,'j I . 9 I / 11 -._ � � ,,, I I � I � : � ,� �, 't, i, , I " , ; . _ I—, _. __. - � I - , i � * /I // '_ __ �_11` _ - - _ - ". - ... , 11 , , i ,,, ,,, � � t 1 I , 1, 1. _ I , : i , , .- __ - / \ � \ " '% 1 � , 1 I I �] , S, � 9 "' i : i J ", , ,/ j ; -1 - _ I :-1 - - . � � ; % I I �� " , j t � � ! " " \ , \, \ \ 1, 11-1 __ ___1 "I "9" , j , - I 11 � "" I I , � I / I . ,!� _� � - ; 11 - - -.- _ ... - ------- / I— . ; , , ,� I \ \ � i/1111i i I I , i � 1 � � , ", , , , N, \ \_\\ � I'll, __ � " ..... 1 -1-9- 9'. 1 , / , I - r- / , �<' I ., ,�- / ; i .; I f ; ,/ ...... � � ", i , - , / r ; i LL U __. - __ p , � , �, " 'I"', I , / _ __ ..... � / , I 1, W" 1, "I ,�l // , ; 11 i � f I I UTILITY PROVIDERS AND/OR USERS MUST BE CONTACTED BY THE CONTRACTOR 3 BUSINESS DAYS I I . _._, _.____-1____ I 1; t \ \ I t 1, I 11 , 11 , * I ," ii ". I I "s� !I! '! lii !I, ;i! 1! �� " %,� , ,, , \ � %,\, \ I \ � I" \ t , / / I i i L / z .__ I I � I . , " " , __11- I I I I . , - , ,1� , I/ / / i � , , w � I 11 L . \ 19, ... -1 ..... � , / / �,� I f I " , ,)�, I - ,� " I f I , � , , 1, , " \ , I I . I I I s i , \ ., \ ", " \ t\, \', , 1\ \ " '� , I I I � , .", I ) ,� , In,/ / I / I ", "", �/ , ! 11 i "I "I" __1 / / - .- I � , I i i,, . , \ , 11 " "/ / , I /I I , / � I I I � i 11 , / PRIOR TO START OF CONSTRUCTION ACTIVITY. I I 3 \ - 11 % , il I ! . / ;�"/ .,� I . . I I i I I __ ... , ", � I I i I s , - I \ I \ I � 1, " "�11 I.- , , ) ,�, / � " �"111/1 I" - "I / / ! . i I . 1, I i _j - - I -, , I I � is ,� 11 , - Q " I I,"' / , 'i -, � , " , � , ,� ,/� < I _9- � \ � � , t , � � , 1 1 � 1 1 , .... � I % , , \ \ � \1 ...... ��, / " , , " `A I �,� �' , I i i . ------ L I i - - I I " ." � �,�, , � �� " , , '9 i � ,� " i i, � %, " " "I _.-'40 . . ........ , ,,�, ,�, , 11 � \ � � - --- , , ... I , I 1, \ , . % , " I I , \ � \ � ,� - " � , I I , I �/ j 11 ; �,,- . , , / , / 9 _:,� 11 I I \ \ k �, ", , , I � . � i , I � , ", \ � 1, \ I", \ .", _1 __ ,�� 9 1� � I � , , / - - \ I I", L. - -I.I.- �� .... _ ,-1 / ,,, / , , / I �, /I "I 11; I 4i, '; �1 ,/ , / ,�3" //' - , I " I" \ " " I '% '� ' �", _ ... .. __ I I " / - / ,�', 11 - I I ; . , / / � e � I s 1 , I , , , "r. " ", ,-1 1 , / / "', , - ) , / _ 11 I ' I . k I \ '�, \ " ,�, \ , " , , , , , " \ \ x 1 I , . 11 % � / / I _ _ _ 11 s � I t � I I 1 � , . ; . \ i ; 1, / , cr_ " \ % I � \1 \ . I � � L 11 \, \ \ , , � , ; / / , ,� i / 5',�,' "" I "I, - If I I / //,/ 4.A PRE -CONSTRUCTION MEETING SHALL BE HELD ON-SITE WITH THE CONTRACTOR AND ALBEMARLE I I k " I / ; f - , , \ � i 1" ",-�, "', , 9, / �, , , �� I / \ , . ; /, "' �, , � I �� t I \ ", " " \ I I - , \ , I \ 1, _ -r- f I ,-. I-— __ , , , I ; I \ " \ t , \ N - , � I � 1, I � � 11 I I L . , � \ � , ""' _ __. ". 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I I � I ,,, � " , , \ I'l." � , �, , __-1, 1 1 1 i , , ,/1 11 i / . I _v'/,/ 5.CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCE AND BEGIN LIMITED CLEAR NG TO ACCESS � - + , ,/ i / . _', I I i � , � � �j � \ , \ " "I 11 I I i, %\ \, , �, , \ \ I � � "\ I \ .1 ... � _', 11 __ -.1-1 . - 1 % I " ! i Ji / I , 1 i I I / I/ � ,I I I / "/ I � L I _j ... � 1, " I � ; � , , , \ L I I \ ,_, \ '\,,L _'.1'%_r, \ � j z �, 1 � " ", \\, \ -, \ \ I I � , i 1 �" ,I , ; I / " , I / / / I i i I I // I " ' 'd , ,N \ , \ ,� -.11- 1--, 11 1 Iii / / I % i I � % \ Ii \ ,� \ � I 11 I I I I � I `�L ... . ..... � 1, `4 s I I , / , f / / �', ; 'L �/ ,' I % I " , � i - . \ I � � , 1� , I , �j f X / , /I % � i� % i � 'A , L / ,� / /�� '/ / , ,,, , 1_ % . , ; 11 \ \ , , � � � \ , I , ". ,_ +_ I '. " i / f , ", i ,,, I , / I i / , f 11 'le " ,'� I / � I � �,, ", \ �, ,�, \" \ \ 1, i 11 � -r- -1., I I � , " I I I I � 9 1 . �� , , i , 'L I , % , 1, I , 1�" "' , "', � j , ,,, , f 1! I / f Ir il ��,_� / I "�.. / / V / / SITE AREA FOR INSTALLATION OF SILT FENCING AND DIVERSION DIKES AND AREAS FOR SILT TRAP , \ , % , ,�, - e;�z \ \ f I < 1_ _ k 1, , � \ ". ,I� %� , , N , L \ _ ,�/ - � - � \ I " '� , " \ �� I . I / / ', / ,/, I , - ,/ / / �/ - I � , � I , \ 1, \ � I � '\ ,\ � I / 11 if i / f - , ) f1l, � I , \ " '_ ,� � , , - ", , \ "' / , / I � " ,,, " I - 11, � i "" '' \ - , , �, ,�, , " \ I I \ \ // � / /, I f f, I i f " , � i 1� 1, I I 1, ,,, 1 1 i ,�', / / / / / / / I -1 � " \ -, \ \ "�', I /� � I i � I 11 \ ,,, " I ��' � 11 , I i \ " \ �� I ,� \ \, 11 11 I,— ,,,-� , ,fA / , // I I f f r . / I Ni rl--, I I . - I !:"�!, I \, � ", I 11 \ I � \"_� I I � "I ,-,\ 1�', , " ,�, 1, ,,, - //, / i i i ; 11 11 / / )i i � " / , ,I, �/ , /, .... - __, I __ I's - _," \'. ,� \ , \ \ " i O..w , 11, ') 1 / /, , 1.1- _ \ . z � � \ �, , 1, I \ I 11 -, - I ,I " , .�,,� I , / / / , /L / / - - . . I i 11 I � � i t � 1, " , , I , " , . 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YDS. 11-k \ " I \ � __ , I " I, : _ / ", i / , -9-9 . .. .... �, . ...... . .. _19- -1-- -111, , _ � 91 ___ I " 11,11, I I 'A" f ! 1 1 ; ; 1 I I ; I .1.111, -1 -, " �,� , . � 1:1 . . ..... � --.1" -, - li� ", \\ - I I , , , " I I - L __, ___�.. .-, 9 1 - ...... � : I , � w - . / __ ___ L'. .- __ -'-,_, - "' DRY STORAGE PROVIDED = 655 CU. YDS. 0 ELEV = 406.00 . �� I 71-� 1" n� � i i � � � � i � i i � .1 __ _ _ '" , � -,,, - _', �, --, , I / - " 1, il j I I t , i I I - � , i � I I �'. , I I I i � , � �, / I ; ,I I n , . , __ - _ _", - - , ,,,, , \ � I .. . .... "I � � , , � I . ! . . I - - -1 -r--. I 1 - q . . I I , 91%, ��.,;t-T " ; ; , __ - :",��,-- � . .......... -,r, - �5 A k - I � , ", / \ i . 9 " "I ! � _ I � � ... z , � \ � ! 1 � I I � t, �, 11 ;; �� IA 'IN, 70, 1SIBI #1, ", - _1 - __ _,: I_ ... ... 9-- - " , ,_ ,4 WET STORAGE PROVIDED = 649 CU. YDS. 0 ELEV = 404.00 z , . 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DIIKE, ,', . % � I; k I � , __ � " � , i 16i s� " : �� ", , \ \ , I , \., , , - I 1_\ \-, __ , __ _,]: .... ... �_ . _ - 1-1-1 % I � I "I" , __ - I I C7 'L, : __ _- _' ,,, "" ,9, - '_ - - " 9 -, - _._ ,_ _ L" _ 11, I "", , _: / 4%44�,__ -"-' - "' _,".�_-, ___ :�: --- RLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR A � - � " 1,1 I I I i I " , � i , , , ,I \ \ , - � � s � I � "I I I I - 1-9, -1 _-, ", --- " I t � I I ; - [ , 1 � I i � 1 , ,,� � ,�, , , � , ,,, " % \ ,�, , , ,,, ., \ , \ 9 - , j , � 1-111-1 _ _ ' ,-_ - ' - 11__ - I ; 11 i ", 1, Ili "I 1/, , , ) -- - - " - - , - �, ` - - _- , - - .:.- ' i� \ \ �, "', " ,, 1, 1 1 1 � , i , / / ,---, i I Iq i 9 I I i 1 s � ,%, , 1, \ 1�, -11_ __ �, / - - I .... :� I " - , - - " , ____ . . I s � " �'L _ _ "' __ __ _�? � . , \ 1111-k�. - -1 I -1 , � ..... �L _� ... �, ___,_ q:z -OF "I i � .... ��', "', � I , " � . 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", �� ,!, , >� � k ., \ , REE_ SAVE/CLEARIN'G 111� , �E TO, -ST/f3/�/'/,"/ - \ , ."u-77 I. � 0 "" ,� � _U _� , , _ , " _ , . I � � 1 s , - I 1, 'o," IVI __ :,-- , : ... 9- . : I L � � . &R % \ % . I , 1. _' \ ! - ,�,�; 'S ... � , I ", " _ -:1 � t � z F . 5 , "Ill' , I _ _ , ' f , i -, ; i s ; I - 11 . I \ I 11 �, I 11 I _ \ - "" " " L, I I I > >: - . . � _ 1. I I c � I , I" , "" " i 1 I 1 ! 1 I ,1' I , ; � � I � ,�, � �, �� i I Em \ \ L - - -__ \ \ \ \ ill -.j_ i __ _. " , (f) (1) \ � i 1,POkAR \ _. / /// / �",/// i "kL� � . L1MITS(TYP,),_ -...- ', I -, � I � , I " / / _ _ L -L , _ ___:�'_ , � _'. I/ \ � , I 1 . i I I I ' � , \ \ ", \ \ 1 ""191", 11 z , , , " , 2.CONTRACTOR SHALL STAKE OUT "INITIAL TREE CLEARING LIMITS" AND PROVDE CLEA ING LMTS I I 1 9 1 % s � I I I , 1 . I ! � i , I \ � " ", , - , �. 1�� -1 -- I I . � ��, _ , , , ,,, -1 , , , I '� \ I i � 4 1 , PIL �,, \ �, \ " \ � I __�% I I " ,. , " , 0 / /I � � \ i � / ". - ". , IR \ �! � � i i ! i 9 . I - - .......... .... ........ --- I—- --- , \ I I I , "I - I ; I 1 1 1 � ; i 11 -,, I 11 " \ , �, \ I I "Ill �', � . I " �,, � ", ","�, 9" _'_ "I, , � , , ; , i 11 1 9 L \ I \ ', _1 I I ""I : I \ \ \ . ! f , 4%, 1 I,_ �,� �, ", 11 \ � : ; I � ,\ \ % � ...... "I I " I I / / / I , 11, I � "I I � � � , 1, I I 1 � . 1 t i � I I I \ , \� �� \, L�\ � \ ' ' ' \ "', , � i I . i 11 i I i I : -4 1..11..',�_ , 1% I "� - I � // / 1 \ . I i 111,!W 1 � , I , s i ` ` \ , T 6 tK \ ' , - \ , \ i i 1- ... _ i r�, �_� _i/ :� FLAGGING, TREE PROTECTION FENCING, AND WETLAND PROTECTION TAPE PER E&S PLAN PRIOR TO a: I w � / s I . I " \ \ \ , /'/// � 11 --i -�,,�,-,7 - � .. .... -, ... -..I- , I 11, I _', I � , � x �, �,� � . \ 's , -, , , ". , 1 . I p " � I � , I . � t i ,�, �� \ \, � . . ..... ___ I 11 I . 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I I ! � , , " �! �)J, f i , I , I I � � , , " �,\ �' "� ,,_,. -1 �, , PRE -CONSTRUCTION MEETING. � CID) \ , , # i � , \ ., , '. - " i � I I , ii i_�! 1 i�i � I � �! s "'!.I Is� !!�,, �, \ , " \ ' " ""I \ � , i'�f - . ..19 .11, -- - -- - , . � � ! - I I I , r ' ' "Ill' " ,� , , 1. ,�' � K-1 , `�) I I I " �- Y/ �, �� L �' 1 : ) ! j i "i 'i %, k, '�, 1 �i �i ", -� p, � I , I 1 , i FV " 1'� " ", ", , , � �' i ,L' ' /' + / i I I ; i __ � - -- ... ... . � / / i k I s. i 4, 1 / , + s � s " -, � ." , \ i \ I I \ 'r " ............. -L,-'-_ \ I _.�:�::_,_-,_ / I ,� ;;' 1 1 1; / I I � \ " _ I i I / � 11 f . !I I 3.ALL EXISTING UTILITIES MUST BE MARKED IN THE FIELDS PRIOR TO CONSTRUCTION AND ALL I , ` \ \ 11 11 11 I \ . . "A N", 't� L I/ ; ;I 11 I .1-1. "', I " I ; / ,I 1;; I : , 1, 1\ I \ \ , 1, 11 _ N / , , ,'j I . 9 I / 11 -._ � � ,,, I I � I � : � ,� �, 't, i, , I " , ; . _ I—, _. __. - � I - , i � * /I // '_ __ �_11` _ - - _ - ". - ... , 11 , , i ,,, ,,, � � t 1 I , 1, 1. _ I , : i , , .- __ - / \ � \ " '% 1 � , 1 I I �] , S, � 9 "' i : i J ", , ,/ j ; -1 - _ I :-1 - - . � � ; % I I �� " , j t � � ! " " \ , \, \ \ 1, 11-1 __ ___1 "I "9" , j , - I 11 � "" I I , � I / I . ,!� _� � - ; 11 - - -.- _ ... - ------- / I— . ; , , ,� I \ \ � i/1111i i I I , i � 1 � � , ", , , , N, \ \_\\ � I'll, __ � " ..... 1 -1-9- 9'. 1 , / , I - r- / , �<' I ., ,�- / ; i .; I f ; ,/ ...... � � ", i , - , / r ; i LL U __. - __ p , � , �, " 'I"', I , / _ __ ..... � / , I 1, W" 1, "I ,�l // , ; 11 i � f I I UTILITY PROVIDERS AND/OR USERS MUST BE CONTACTED BY THE CONTRACTOR 3 BUSINESS DAYS I I . _._, _.____-1____ I 1; t \ \ I t 1, I 11 , 11 , * I ," ii ". I I "s� !I! '! lii !I, ;i! 1! �� " %,� , ,, , \ � %,\, \ I \ � I" \ t , / / I i i L / z .__ I I � I . , " " , __11- I I I I . , - , ,1� , I/ / / i � , , w � I 11 L . \ 19, ... -1 ..... � , / / �,� I f I " , ,)�, I - ,� " I f I , � , , 1, , " \ , I I . I I I s i , \ ., \ ", " \ t\, \', , 1\ \ " '� , I I I � , .", I ) ,� , In,/ / I / I ", "", �/ , ! 11 i "I "I" __1 / / - .- I � , I i i,, . , \ , 11 " "/ / , I /I I , / � I I I � i 11 , / PRIOR TO START OF CONSTRUCTION ACTIVITY. I I 3 \ - 11 % , il I ! . / ;�"/ .,� I . . I I i I I __ ... , ", � I I i I s , - I \ I \ I � 1, " "�11 I.- , , ) ,�, / � " �"111/1 I" - "I / / ! . i I . 1, I i _j - - I -, , I I � is ,� 11 , - Q " I I,"' / , 'i -, � , " , � , ,� ,/� < I _9- � \ � � , t , � � , 1 1 � 1 1 , .... � I % , , \ \ � \1 ...... ��, / " , , " `A I �,� �' , I i i . ------ L I i - - I I " ." � �,�, , � �� " , , '9 i � ,� " i i, � %, " " "I _.-'40 . . ........ , ,,�, ,�, , 11 � \ � � - --- , , ... I , I 1, \ , . % , " I I , \ � \ � ,� - " � , I I , I �/ j 11 ; �,,- . , , / , / 9 _:,� 11 I I \ \ k �, ", , , I � . � i , I � , ", \ � 1, \ I", \ .", _1 __ ,�� 9 1� � I � , , / - - \ I I", L. - -I.I.- �� .... _ ,-1 / ,,, / , , / I �, /I "I 11; I 4i, '; �1 ,/ , / ,�3" //' - , I " I" \ " " I '% '� ' �", _ ... .. __ I I " / - / ,�', 11 - I I ; . , / / � e � I s 1 , I , , , "r. " ", ,-1 1 , / / "', , - ) , / _ 11 I ' I . k I \ '�, \ " ,�, \ , " , , , , , " \ \ x 1 I , . 11 % � / / I _ _ _ 11 s � I t � I I 1 � , . ; . \ i ; 1, / , cr_ " \ % I � \1 \ . I � � L 11 \, \ \ , , � , ; / / , ,� i / 5',�,' "" I "I, - If I I / //,/ 4.A PRE -CONSTRUCTION MEETING SHALL BE HELD ON-SITE WITH THE CONTRACTOR AND ALBEMARLE I I k " I / ; f - , , \ � i 1" ",-�, "', , 9, / �, , , �� I / \ , . ; /, "' �, , � I �� t I \ ", " " \ I I - , \ , I \ 1, _ -r- f I ,-. I-— __ , , , I ; I \ " \ t , \ N - , � I � 1, I � � 11 I I L . , � \ � , ""' _ __. ". 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I I � I ,,, � " , , \ I'l." � , �, , __-1, 1 1 1 i , , ,/1 11 i / . I _v'/,/ 5.CONTRACTOR SHALL INSTALL CONSTRUCTION ENTRANCE AND BEGIN LIMITED CLEAR NG TO ACCESS � - + , ,/ i / . _', I I i � , � � �j � \ , \ " "I 11 I I i, %\ \, , �, , \ \ I � � "\ I \ .1 ... � _', 11 __ -.1-1 . - 1 % I " ! i Ji / I , 1 i I I / I/ � ,I I I / "/ I � L I _j ... � 1, " I � ; � , , , \ L I I \ ,_, \ '\,,L _'.1'%_r, \ � j z �, 1 � " ", \\, \ -, \ \ I I � , i 1 �" ,I , ; I / " , I / / / I i i I I // I " ' 'd , ,N \ , \ ,� -.11- 1--, 11 1 Iii / / I % i I � % \ Ii \ ,� \ � I 11 I I I I � I `�L ... . ..... � 1, `4 s I I , / , f / / �', ; 'L �/ ,' I % I " , � i - . \ I � � , 1� , I , �j f X / , /I % � i� % i � 'A , L / ,� / /�� '/ / , ,,, , 1_ % . , ; 11 \ \ , , � � � \ , I , ". ,_ +_ I '. " i / f , ", i ,,, I , / I i / , f 11 'le " ,'� I / � I � �,, ", \ �, ,�, \" \ \ 1, i 11 � -r- -1., I I � , " I I I I � 9 1 . �� , , i , 'L I , % , 1, I , 1�" "' , "', � j , ,,, , f 1! I / f Ir il ��,_� / I "�.. / / V / / SITE AREA FOR INSTALLATION OF SILT FENCING AND DIVERSION DIKES AND AREAS FOR SILT TRAP , \ , % , ,�, - e;�z \ \ f I < 1_ _ k 1, , � \ ". ,I� %� , , N , L \ _ ,�/ - � - � \ I " '� , " \ �� I . I / / ', / ,/, I , - ,/ / / �/ - I � , � I , \ 1, \ � I � '\ ,\ � I / 11 if i / f - , ) f1l, � I , \ " '_ ,� � , , - ", , \ "' / , / I � " ,,, " I - 11, � i "" '' \ - , , �, ,�, , " \ I I \ \ // � / /, I f f, I i f " , � i 1� 1, I I 1, ,,, 1 1 i ,�', / / / / / / / I -1 � " \ -, \ \ "�', I /� � I i � I 11 \ ,,, " I ��' � 11 , I i \ " \ �� I ,� \ \, 11 11 I,— ,,,-� , ,fA / , // I I f f r . / I Ni rl--, I I . - I !:"�!, I \, � ", I 11 \ I � \"_� I I � "I ,-,\ 1�', , " ,�, 1, ,,, - //, / i i i ; 11 11 / / )i i � " / , ,I, �/ , /, .... - __, I __ I's - _," \'. ,� \ , \ \ " i O..w , 11, ') 1 / /, , 1.1- _ \ . z � � \ �, , 1, I \ I 11 -, - I ,I " , .�,,� I , / / / , /L / / - - . . I i 11 I � � i t � 1, " , , I , " , . 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I 60" 0 CMP STANDPIPE ANIT-VORTEX TRASH RACK D = 90" H = 29" CREST ELEV. = 404.00 DE -WATERING DEVICE 6" ORFICE 8" TUBING DRY STORAGE ELEV. WET STORAGE ELEV. = 401.25 CLEANOUT ELEV.= 399.50 BOTTOM OF BASIN @ 396.25 N ---6'0 x1.5' CONCRETE ANCHOR BLOCK Iv - TEMPORARY SEDIMENT BASIN #2 N.T.S. 2-5.25'X5.25' ANTI -SEEP COLLARS Im CREST OF BERM @406,00 EMER. SPILL.@405.00 12" TOPSOIL 47 L.F. 30"0 CMP INV. IN=369.25 INV. OUT=396,00 8=0.53% COHESIVE CLAY CORE @ 95 % PROCTOR DENSITY COMPACTION TO BE CERTIFIED BY GEOTECHNICAL ENGINEER. EXTENT OF CORE AND KEYWAY TO BE DETERMINED BY GEOTECHNICAL ENGINEER. ES -1 OUTFALL DITCH, DRAINS TO EXIST. WETLANDS - T( Albemarle County Design Standards Manual — Engineering ..... . ... . .... vz-PH 2% ... ....... . F11E, , 011A, I E B A �S' L E.R�QFILLE AS�"HAIJ PXv'ET,",� H;,ACV K EXTE"ND FILL Vfli'YFh Lo NGRE'SS AN(-!) ECR,- S 12 " M, 1 N. T() SEDIIVENT FILTER SECTION A—A A w4l�fwni w-atei, t�ql of I �.ich nau,,t be hustafied "Ah -,i nihIinwin I inch baflcoek -y�1, WnAl hsi oe Nvd) a diat ller OfL5, ifichf es of ade(pt ae s )ff v� 'upy11xi pres!sljjre. WxAi lv,-4tef naj:4 be cwfiedlwly fi0111 the entralice to al IOPPI'0'ed k7ftl1a,11V3 tQ fefllOAll eIA4�All"z "storni ditches, or PAVED WASH RACK i N- .- � "A,' E DRAINAGE DESCRIPTIONS FOR ALL PROPOSED STOR STRUCTURES AND PIPES CAN BE FOUND ON SHEE SYt i1 ----4G i Page 8 of 22 < 1? 0 w (_) U) W U) D.A.: 16 AC. z (D z VOL: 16(134) = 2144 CU. YDS. > Q� _j WET STORAGE REQUIRED = 1072 CU, YDS. LLJ < WET STORAGE PROVIDED = 1130 CU. YDS. 0 ELEV = 401.25 DRY STORAGE REQUIRED = 1072 CU, YDS. LIJ C) LIJ DRY STORAGE PROVIDED = 1077 CU. YDS, 0 ELEV = 404.00 U) (1) w Total Basin, Volurrie/Ele.vation Table. Area, Area 'All +Al2+sqr. Vqlljme Volurne Sum VOILIme Sum VOILIme Sum 0 U) (acres) (acres) (acre-ff (acre-M(cu. Ft.) cu. Yeis. w 39U5, 3,960 0.091 0 0 0 0 0 STALL 397 4,481 0.103 0.29 U73 0.073 3,163 117 OF DIVE. _j 398, 5,340 0.1231 10.34 0.113 0.185 8,068 299 TO DIRE 399 6,213 0,143 0.40 0.132 0-318 13,839 613 (W TO 1 7,2105 0.1615 0.461 1. 11 0472 20,541 761 DRAIN 1: 401 8,461 (3.194 0.6A 0080 0,651 28,366 1051 [NISTV 8,778 0.202 0.15 0-229 0.701 30,515 1130 TEMP EM 402 9,742 0.224 U4 0.159 0.860 37,457 1387 DRAM 11,052 U54 0.254 0.72 0.239 1-098 47,847 177/ RUNIC 494 12;389 O.2814 0-269 1.367 59, 561 2206 114.014.5 1 13,071 0.300. 01.83 0.415 1`513' 65,917 2441 STS 405 113,752 013161 0 Q.wo. 1-667 72,625 2690 t 406 2 13,75 0,316 O�92 0A62 1.975 86,032 3186 - T( Albemarle County Design Standards Manual — Engineering ..... . ... . .... vz-PH 2% ... ....... . F11E, , 011A, I E B A �S' L E.R�QFILLE AS�"HAIJ PXv'ET,",� H;,ACV K EXTE"ND FILL Vfli'YFh Lo NGRE'SS AN(-!) ECR,- S 12 " M, 1 N. T() SEDIIVENT FILTER SECTION A—A A w4l�fwni w-atei, t�ql of I �.ich nau,,t be hustafied "Ah -,i nihIinwin I inch baflcoek -y�1, WnAl hsi oe Nvd) a diat ller OfL5, ifichf es of ade(pt ae s )ff v� 'upy11xi pres!sljjre. WxAi lv,-4tef naj:4 be cwfiedlwly fi0111 the entralice to al IOPPI'0'ed k7ftl1a,11V3 tQ fefllOAll eIA4�All"z "storni ditches, or PAVED WASH RACK i N- .- � "A,' E DRAINAGE DESCRIPTIONS FOR ALL PROPOSED STOR STRUCTURES AND PIPES CAN BE FOUND ON SHEE SYt i1 ----4G i Page 8 of 22 < 1? 0 w (_) U) W U) 4 El 0 z (D z > Q� _j 0- LLJ < z _j 00 LIJ C) LIJ W :�E Z U) (1) w LL W 0 U) LIL C) 0 w z w CO _j 4 El 0 - - - - . ..... ... ........ NI . ................. INTERIM E&S CONSTRUCTION SEQUENCE .... ... .... . . ........ .. ------- . ..... ... . ........ . .... . ... ..... 1. MAINTAIN ALL INSTALLED AND COMPLETED E&S MEASURES. INSTALL ADDITIONAL TREE .. . ....... . . ....... . ... . ... ..... ------ .. . . ........ PROTECTION FENCE AND TREE CLEARING LIMITS FLAGGING PER INTERIM E&S PLAN. ------ .... . . ........ ..... .... .. ..... . . ....... .. _------- ... ..... . . - ------ -- 2. ONCE RELEASED BY ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR BEGIN ------ ... . .. . . .... .......... ....... ......... ... . ... ....... ---- ------- CLEARING AND GRUBBING OF PROJECT AREA. - ------ - -- _-- .... ..... . ..... .... ...... . . __ .. . ....... ... ... . ............ ...... ------ . ..... ... .. ... . ....... . . ...... .... ..... . . . ..... . ........ . .... . .. ..... ..... ....... .... . ........ . .... ...... . .. . ...... . . ..... . .... . .......... 3. BEGIN SITE GRADING PER E&S PLAN, INSTALL PAVED CONSTRUCTION ENTRANCE AND ADJUST . ... ..... . . ..... DIMENSIONS DAILY AS GILL MATERIAL IS PLACED. . . .... .... . . .. . ...... . ....... ......... . ..... ... .... . .. ...... ----- - ----- . ..... .. . ..... . 4. INSTALL SEDIMENT BASIN #2 AND MAINTAIN SB#1, ST#2, #3 AND BEGIN INSTALLATION OF MAIN ........... .. . ... . .. -------- STORM PIPE SYSTEM ONCE GRADING OPERATION ALLOWS. INSTALL TEMPORARY SLOPE DRAINS TO .. . ... . .... . ...... INTERSTATE 64 q .. . .... DIRECT RUNOFF TO THE APPROPRIATE SEDIMENT TRAP OR BASIN UNTIL THE STORM PIPE ...... .... ..... --- ------- . .... ... ....... SYSTEM IS IN PLACE TO DIRECT ALL RUNOFF TO SB#2. . . . . .. . ....... N, .. . ........ IN .... ......... . ..... ... 5. AS STORM SYSTEM #26 THRU #38 IS COMPLETED, CONTRACTOR CAN COMPLETE CUT/FILL OPERATION'S FOR BUILDING PAD #5 AND AS STORM SYSTEM #10 THRU #35 IS COMPLETED, ...... ...... . . ........ .. CONTRACTOR CAN FINISH CUT/FILL FOR BUILDING PADS #3 AND #4. . . .......... . ... ...... . -------- -- . .. . . . ...... __ 6. CONTRACTOR TO MAINTAIN ALL PERIMETER E&S MEASURES AND INSTALL INLET PROTECTION AT ............ . .. ... . .......... . .... .. ...... .......... .. ....... . ..... ... . .. .... j . ...... . . . ..... .... . . .......... . .. ................... . .. ... ........... . ..... . . .. ... ........ . . ........ ............. 'A ALL STORM SYSTEM JUNCTIONS. ONCE RELEASED BY THE ALBEMARLE COUNTY EROSION & . ...... ..... ------ �z SEDIMENT CONTROL INSPECTORR, CONTRACTOR CAN START BUILDING CONSTRUCTION ON PAD ..... ............ .... ... .... -7, . . ...... A Z:, ------ - -------- . .. .. 7. CONTRACTOR SHALL PROVIDE PERMANENT SEEDING AND MULCHING ON SLOPES TO REMAIN PIKE, NN, z" N, . .. . . ....... .. . ...... . ...... AIN, ... . . .... MAINT IN . . ... ....... ... ....... . N . ........ . .... . UNDISTURBED TO ESTABLISH FINAL STABILIZATION. ' Fp p j DIVERSION 1 )j .. ......... IX TO! DIRECT RUN INt TIOPSO! 4f, v--/ 1 8. ONCE RELEASED BY ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR, THE 'tY z . . . ........ . . ...... CONTRACTOR SHALL TRANSITION SITE INTO "FINAL E&S PLAN AND BEGIN FILL IN OF ST#2, #3 ff '6� . ..... - - ---__-- - J_ "X, - - ------- S MOVAL. ....... . .. . . . ......... . R 0 UTL . ....... .. .. ......... ---- . ... .. . . . ... ..... . . . . ........ . ...... . ... .. ... .. 'N- A\ Hpl, .. ..... ...... . . ...... . D jN51 -5W."L F. .. . ..... .. �n ..... . ......... ... N ..... ... ...... 1 1, � i j, ....... ....... N DI FFt .. ......... . . . DIVIER ip Kt`� ; " 0 t jw i,� it OF— DIVERSI N - D Kit 1,01,01REC F '0'.: DIRECT--RUI 6 ... . ...... ......... ...... 81 #11 IN 30 0 o i ;IN TO THI; 51. AI .. ........... . ........ ------- FOR S # Y/,; . .. ... ..... MAINTAIN , Z N 'SILT� FENCE -N . . . ...... . ...... . ..... . ..... .. . .... N, STAL - -_ . .. . ...... L.F in DIVERSION TO .... . . . . DIRECT iRUNC FF s- �,J - ----------- N.\ W TO THE 'sLoP N, DR�AIIN FOR !Sb -ARING� E tCLE low "DRAINAGE DESCRIPTIONS FOR ALL PROPOSED STORM INSTALL IP' . . ..... . N1 �11,N I N STRUCTURES AND PIPES CAN BE FOUND ON SHEET --- - . .. . ..... rtMip TEMPORARY SLOPE , -----:--'_-:-_',-." -: SLOPE "DRAIW TO PIR,E ............ ..... ........ RUNO DRAINS TO ,DIACT\ i PJ io,� . ... ....... SWM RUNOFF TO 5B, 4G D1. . . ..... ............ . ....... L 50" LIF. INSITAL4 t80',, L.F.,�, fE,RSIO . ..... . N DIVE0,S1104, I I'd, FINAL RETAINING WALL DESIGN AND INSTALLATION OF' P IF, TA4 TO �,,DIRECT \RVNOFF \1 .... ...... RUN, SHALL BE COORDINATED WITH INFRASTRUCTURE LOB T ioo SLOPE., 1 W16, THE, _ulykp i MIT,/ ft 'ET -1 - I '\ AIN IF DRAftC Fd�\,!§6\ IMPROVEMENTS AND INSTALLATION TO MITIGATE ANY -UN F' X —POTENTIAL DAMAGE TO THE CONSTRUCTION OR OPERATION OF EITHER. 1,,ALL, NN OF DtVERSidN bikE'\, J U A "DI -R NOFF I ..DIVERSIOX, 0% 7, DI F jK OF VE Tp,,, PIRECTIRUNO0\\ DRAIN N IJ\0, THE,, SLOPE 'T 0 TH SLOP T -FOR -S- 1AIN FOR SS 77 7 _N N, . . . ... . ... .... V NN\ N n� \TtMPOR R,,Y - ----- Al, A'/ I DRAINS, TO� Ect, NN KVr4W ro, so #1 c. j 2- m o� . T., /* TO T IN /Z ro N �DQ- N X�V' 4$TAU, NNI, I I uly ur " uly Nj /MA `//`1 INTAIN TQ 'DI A & (iP)/ '�y /TR, Mls/. PROTECTION T it NNr pp ET DR Q IR IF'; ti ?/ 'NN- , 14' :'N" d N, IN f N � ", I I - Pf N, v- IVLK$ N N. t Al, SB` #f r 'N N IN .............. EROSION CONTROL LEGEND: Q)P MAI NTAP I'N�N, \1 KL ROTECTION 1 0 IN 4rl j"i QjP INLET PROTECTION (STD. & SPEC. 3.07) CULVERT INLET PROTECTION (STD. & SPEC. 3.08) X,/ N, 0; OUTLET PROTECTION (STD. & SPEC. 3.18) /N\1` N\ x siLT FENCE (STD. & SPEC. 3.05) X Tp_ olol_ X 7", Z6 - TREE PROTECTION (STD. & SPEC. 3.38) E- 7� . ..... �,.AR "z N, SAVE /CL �Wu t TRE, TEMPORARY SEEDING (STD. & SPEC. 3.31) T 1000/ IN N, NN 40e x IN PERMANENT SEEDING (STD. & SPEC. 3.32) N\\ 'A k' ... ....... v 44" . ..... . IN, - T. 0 MULCHING (STD. & SPEC. 3.35) N-\ N, // . .. ........ ... 4� 7 "'TRE 'TECT 5, , X, (fp 'o TOPSOILING (STD. 8c SPEC. 3.30) Y'i��,POVP;11`4 N'N ROCK CHECK DAM (STD. & SPEC. 3.20) z", N_ ...... , ....... ... tV f it-,�':iNLET PROTECTION DD DIVERSION DIKE (STD. & SPEC. 3.09) tC YEF N j ....... .. . 0000 PF ... .. ....... . .. .... 7 DV DIVERSION DITCH (STD. & SPEC. 3.12) N' N A 'o �ix K TEMPORARY GRAVEL CONSTRUCTION /7, .. ... .. . ... . < 71 400 'N' 'N% ENTRANCE (STD. & SPEC. 3.02) INITIAL ESC ONLY N, INSTALL PAVED WASH RACK DURING INTERIM ESC Z 4', Z (SEE DETAIL ON SHEET ESC -01) 5/1", 4n, UC DUST CONTROL (STD. & SPEC. 3.39) X 11, low __y I -r <j, ORANGE VINYL SAFETY FENCE -A) j.'_Aa (STD. & SPEC. 3.01, TABLE 3.01 iop,I_ X ........ .. . I ......... . N ........... v ........... (TSD) TEMPORARY SLOPE DRAIN (STD. SPEC. 3.15) . ..... . . . . . . . . . - - ------ - - . ......... 1001, ......... . ...... ......... .......... . . . . ....... . . .... .... . ..... . ........ ...... . ..... . . ...... ...... .... . . ....... .. ... . ......... . .. . ...... ... -_ - --- ... ....... ........ ... . .... ... ...... . . . . .. ....... ------- . . .......... N. l0000;o� -logs- ......... 01 It mom .... ....... MOWN .... ...... . .......... ... . ... . ..... .. .... ----------- . ...... ....... `t\ � % . . ....... .......... ........ 0(� 4 0 `\ 0 20' I /;, 0 SEDIMENT TRAP (STD. & SPEC. 3.13) & SEDIMENT BASIN (STD. & SPEC. 3.14) FOR CONSTRUCTION DETAILS AND SPECIFICATIONS REFER TO THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" THIRD EDITION, 1992. LDL LDL LIMITS OF DISTURBANCE LINE WP — WP — NON -TEARABLE YELLOW & BLACK BARRICADE FOR WOUS/WETLAND/RPA PROTECTION F_ rn Lu , cy) 0 w _j Ly < U) U) W 21 z z (D > 0- ui z _j 0 C) 0 U) 0 z Z 0� 0 < LLJ LU CL Ljj C�f CL Lr_ z Uj P- 2 LLJ:2 cf) U) > >: Z 0 F- — LIJ z cf) LL Z) 0 0 LL C) z < w ... .......... .. - ---, - , ; ., I - -1- --- --1--...-----,.,--1-1 -1- , - 1- ---- ---- --- . ..... .. . .. . . ...... . ........ . .... . .... . ... . . ....... b- --, ; -11- -- —.- � -1—.. ..... 7 ........... SEDIMENT BASIN I REMOVAL SEQUENC ... ............ . . ..... . -------- --- - . ... . ... . ...... . ......... ...... . ........ .... ------ . .. ....... ....... ....... . ........ - - -------- ... ........ . ....... .... . . . . . ........ 0..d. - --1---- ....... ... . ...... 1. MAINTAIN ALL INSTALLED AND COMPLETED E&S MEASURES. ... ....... ........ .... ... ....... .... .. ........ . . ... ... -- -- -- ----- .... .... ------- ..... .. . ... ... . ........ . ......... ... 2. BEGIN INSTALLATION OF PIPE RUN 9A AFTER DOWNSTREAM SYSTEM AND ADJACENT SYSTEM - ----- - .. . . ..... . ... . ......... . ... . .. - - - --- ----- . ..... ---- - ---------- .... . . ........ . . ....... (STRUCTURE 10 TO STRUCTURE 23) IS INSTALLED. .. ...... ........ .... . . . .... .. ... .... . ....... .. . . .. ....... ..... - ----- - ---- .... ..... . . . . . ........ . .. .... . .. .... . -- ---- 3. ONCE RELEASED BY THE ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR BEGIN --- - --- .......... ...... . ....... ......... - ------- PARTIAL FILL OF SB #1 TO ALLOW CONSTRUCTION OF STRUCTURES 8 & 9 AND PIPE RUN 8A. ... ...... ... . . . .... . ... . ........ . ... . . ...... ...... . 4. AFTER ALL STRUCTURES UPSTREAM OF SEDIMENT BASIN #2 ARE COMPLETE AND THE --- ---------- CONTRACTOR IS RELEASED BY THE ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR SB #1 MAY BE REMOVED. '0E .... . ...... . INTERSTATE 64 - - --------- - 4", ......... . ..... . ........... . ........ ............ . . .. . ........ . . . .... ..... .. o f . . ...... . . . . ...... . ........ .... ... . ..... . .. ....... . ... ...... ... .. . ...... DRAINAGE DESCRIPTIONS FOR ALL PROPOSED STORM .. . .. ..... . .......... I N� -z STRUCTURES AND PIPES CAN BE FOUND ON SHEET p Z 'z� . ........ . . ..... . ..... . .. . ........ .......... ........... ......... . . ....... SWM -4G .. . ......... ... .... ...... . ..... . .. .......... .. .. . .. ... .. s . ......... .......... . ... . . . . . ....... ...... ... . .. . . . .......... . .......... . . ..... . . z z . . . ... ... . .... cz _7_ :=:FINAL RETAINING WALL DESIGN AND INSTALLATION . ........ SHALL BE COORDINATED WITH INFRASTRUCTURE . . ... ...... 7 ------ .. .... . ..... �2 M 'NTAINi Af �::`-'POTENTIAL DAMAGE TO THE CONSTRUCTION OR IMPROVEMENTS AND INSTALLATION TO MITIGATE ANY or D) 4: Ot i6k btkt ... . ....... N . . . . . . . . . . . . . . . OFF . ...... 70i' DIR CT I �uml . . . ..... 7!1 mc OPERATIION OF EITHER. . ..... . ...... ------- q .. . ...... . . ..... X, ... . ..... . ... .. . . . ..... ..... .. ......... .. . .. ........ . ....... . ... . ...... ------- --- , - :''1*,--- .1-1''" : .- .: .... ..... . ... . ... . ...... RR OUTISA . . .... ... ...... 40 ... ....... ....... . ... ..... .. ........ . . ... -'- .... ... . .. . ....... ..... iT.0; DIRECT . ..... iSlb ----- - DD `,MA(NTAIN iIXtVkR N' .... . .............. UNPFF! TiQ SO ----- - - -- -- ----- A 1 .......... . .... . . .... ........ .... . .... .. 'J. 1 . .......... . . .... .... . ............ . . .. . ...... 114P J . ........ . . ....... ........ .. F: i MAINTAIN ...... . ... ... V DI ar FENCE .. . . .. .... ..... . .... .... . ..... - - --- -- - - ------ Z, UNOFF TO SB# MAINTAIN . ...... .... DIVERSIO:N 7-- . . ... ...... ---- ---- DIKE TO DIRECT iss RUNOFFTO SBI TREE S E/CLEARING� MAINTAIN MAINTAIN %MAINTAJ", VEER ION' LOPE D RA, I k DIKE� TO,,DIkdT` (�s )e r #V TO DIREQT\ RUNOFF, TO IN. .. .......... sa Ip I T 0 :MPORARY 3 TO', DIRECT N . . . ....... UN f OF , F\ TO,# x3k IR �S-1 i 1 f 1 ... . ..... . q ---- - ----- - .. ... ... 'INSTALL 25G, Lt.. Z OF \,blVERS\1ON\, D ',TO%, DIRECT -RUNOF F . . . . .......... Av ZIA 'o z Z tp ck lop < -A K, EE, PROTECTION 1p OT�P/� /'//MAJflTAIN /51K 7 ij / ood �v N A` Al -z Z -- ---- ------ - --------- A's 7' UP MAIN x TREE ROTECTIQN, x X/'x .. ... . .... 727777---I—W-'—� Z" /X\ Z�- Or' Tk0-'SAVE/,uy--AR' ' " , � � \, � , , 7 - yb T L IZ u - - ------- ---- y k, ffl�'i IP!i'liji� � � 1;; � I - _. , -- 8 ell I P "') 4, 1 .� "X _,A�JNT N 4�z -�1rWE,,--,P1 �i TE "N 10 X Ix ,-N- i, �7 Z - NLET"'PR&ECTION � 21 4,- ka 10, \'j > % 10 1 A I ... . ........ bo 'A� /X, 00, - - Em ROME X A- A Alto......... .. > 10 V. ...... ... - - - - - - - - - - --- 000, ............ . > A T ...... .... . ........ ..... . ..... . .. ..... ............. .. . ........... . .. ......... . . ... . ....... ... . . . ............. . . ....... _ -,/� .. . ........... .... . ...... .... ........ .. "now -00/ ----------- 2 . ......... ..... . . ....... MONO .................... Wiwi, "Amm i K . ....... . ..... . ... . ...... - - -- --- -- - ----- ----- .. .. ...... . ------ ------ Vf . .. ... ... v- . ...... 7, 01� 40' 20' 0 40' 80, 120' SCALE I"= 40' 1-- C) U-1 Lij C) X cf) U) cf) Lu 31 z > CL uj Zo -j C) 0 0� < U) F- -j oz CL Z cr- 0 F— < W LLJ 0' 2E uj CL X z LJJ W Z> U) U) 1-- > >: Z 0 i-- -w z LjL Z) 0 0 LL 0 z w -j < w 40' 20' 0 40' 80, 120' SCALE V= 40' I I m 4,3,3 0 0 43 1— �d o MSMN TREE ROTECTIO MAI I f 43;?' `ls[a ao e SF AI TAIN SIL N a �`_ 437 5p TREE ,SAVE' �`' M .... .. _.... .l '.:,...CLE'AJRING .,LIMITS.., s DD G CR ST OF h, TP- MAINTAIN TREE._: PROTECTIQN . -. MAINT I DIVERSION DIKE ALON �.,y, . _ . - -., wa FILL L EAT END OF DAY GR ---- ``0~ LUL OPE TI ® DIR CT RUNOFF T STORM N4 4 may- tN ONNECTE DIMEN A I u5 r s a "ewe f z S ; ------------------ IP INLET P OTECTION ( YP) IP (T IP �C'ko ' rr IP 1b ` v r r "E�I ' I p wi f it IP , ��`6> 35 r C , 111 / 439 .� IP INL T PROTECT ON (TYP / . 44 0} —44 /,' n r „ -440 _ fir ii , / n / •TP MAINTAIN TREE PROTECTION",..;, 7435 465.. , ; CONTRACTOR ,; I ! .; INSTALLATION OF OVERALL STORM SYSTEM, UTILITIES, AND CURB AS BUILDING PROVIDE rr PROTECTION vrO a. ALL STORM SYSTEM JUNCTIONS. 2. In r WITH r CONTRACTOR : � I GRADING OCOMPLETE RETAINING E INSTALLATION, A • `. it ` AND '! :, r AND FINE 3. A WATER TRUCK WILL BE REQUIRED TO MAINTAIN DUST CONTROL AND WASH DOWN AND MACHINE BROOM OF CONSTRUCTION • 5TH STREET. 4. COMPLETE SEEDING, AND MULCH ONCE TOPSOIL IS REPLACED ON DENUDED AREAS. STORM SYSTEM IS O BE INSPECTED AND CLEANED OF ALL DD UP PRIOR •FINAL CONSTRUCTION. 5. FINAL CONVERSION OF SB#2 WILL BE COMPLETED ONCE RELEASED BY ALBEMARLE COUNTY EROSION & SEDIMENT• i AREAS UNDER ROOF, BASE STON IN PARKING AREAS ARE COMPLETED, AND FINAL SLOPED AREAS ARE STABILIZED. 6. ONCE S13#2 IS RELEASED FOR CONVERSION TO SWM POND CONTRACTOR SHALL COORDINATE AS—BUILT SURVEY OF POND EXPANSION GRADING AND RISER CONVERSION FOR SWM CERTIFICATION. 7. ANY REMAINING SODDING OR PERMANENT SEEDING AND MULCHING SHALL BE COMPLETED WITH LANDSCAPING INSTALLATION. 8 MEASURES SHA INSTALLED D MAINTAINED PER LATEST• OF t: EROSION AND SEDIMENT CONTROL MANUAL. NO E&S CONTROL MEASURE CAN BE REMOVED WITHOUT APPROVAL OF THE ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR FOR i%WE PROJECT. NOTE- PROJECT DESIGN ANTICIPATES IMPORT OF SOIL MATERIAL TO COMPLETE THE CUT/FILL OPERATIONS. BORROW MATERIAL SHALL ONLY BE PROVIDED FROM AN EXISTING SITE WITH AN ACTIJ E&S CONTROL. IDRAINAGE DESCRIPTIONS FOR ALL PROPOSED STORM �STRUCTURES AND PIPES CAN BE FOUND . SHEET SWM -4G G, i........ ... I..." _.. i m 4,3,3 0 0 43 1— �d o MSMN TREE ROTECTIO MAI I f 43;?' `ls[a ao e SF AI TAIN SIL N a �`_ 437 5p TREE ,SAVE' �`' M .... .. _.... .l '.:,...CLE'AJRING .,LIMITS.., s DD G CR ST OF h, TP- MAINTAIN TREE._: PROTECTIQN . -. MAINT I DIVERSION DIKE ALON �.,y, . _ . - -., wa FILL L EAT END OF DAY GR ---- ``0~ LUL OPE TI ® DIR CT RUNOFF T STORM N4 4 may- tN ONNECTE DIMEN A I u5 r s a "ewe f z S ; ------------------ IP INLET P OTECTION ( YP) IP (T IP �C'ko ' rr IP 1b ` v r r "E�I ' I p wi f it IP , ��`6> 35 r C , 111 / 439 .� IP INL T PROTECT ON (TYP / . 44 0} —44 /,' n r „ -440 _ fir ii , / n / •TP MAINTAIN TREE PROTECTION",..;, 7435 465.. , ; CONTRACTOR ,; I ! .; INSTALLATION OF OVERALL STORM SYSTEM, UTILITIES, AND CURB AS BUILDING PROVIDE rr PROTECTION vrO a. ALL STORM SYSTEM JUNCTIONS. 2. In r WITH r CONTRACTOR : � I GRADING OCOMPLETE RETAINING E INSTALLATION, A • `. it ` AND '! :, r AND FINE 3. A WATER TRUCK WILL BE REQUIRED TO MAINTAIN DUST CONTROL AND WASH DOWN AND MACHINE BROOM OF CONSTRUCTION • 5TH STREET. 4. COMPLETE SEEDING, AND MULCH ONCE TOPSOIL IS REPLACED ON DENUDED AREAS. STORM SYSTEM IS O BE INSPECTED AND CLEANED OF ALL DD UP PRIOR •FINAL CONSTRUCTION. 5. FINAL CONVERSION OF SB#2 WILL BE COMPLETED ONCE RELEASED BY ALBEMARLE COUNTY EROSION & SEDIMENT• i AREAS UNDER ROOF, BASE STON IN PARKING AREAS ARE COMPLETED, AND FINAL SLOPED AREAS ARE STABILIZED. 6. ONCE S13#2 IS RELEASED FOR CONVERSION TO SWM POND CONTRACTOR SHALL COORDINATE AS—BUILT SURVEY OF POND EXPANSION GRADING AND RISER CONVERSION FOR SWM CERTIFICATION. 7. ANY REMAINING SODDING OR PERMANENT SEEDING AND MULCHING SHALL BE COMPLETED WITH LANDSCAPING INSTALLATION. 8 MEASURES SHA INSTALLED D MAINTAINED PER LATEST• OF t: EROSION AND SEDIMENT CONTROL MANUAL. NO E&S CONTROL MEASURE CAN BE REMOVED WITHOUT APPROVAL OF THE ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR FOR i%WE PROJECT. NOTE- PROJECT DESIGN ANTICIPATES IMPORT OF SOIL MATERIAL TO COMPLETE THE CUT/FILL OPERATIONS. BORROW MATERIAL SHALL ONLY BE PROVIDED FROM AN EXISTING SITE WITH AN ACTIJ E&S CONTROL. IDRAINAGE DESCRIPTIONS FOR ALL PROPOSED STORM �STRUCTURES AND PIPES CAN BE FOUND . SHEET SWM -4G G, 0- f 6 0 Ltd w co Lu II r i uj 0- f 6 0 Ltd w co CONTROLEROSION L � A �l IP INLET PROTECTION (STD. & SPEC, 3,07) an �0 0r� GD CULVERT INLET PROTECTION (STD. & SPEC. 3.08) 0 OP OUTLET PROTECTION (STD. & SPEC. 3.18) X SF SILT FENCE (STD. & SPEC. 3.05) TP TP TREE PROTECTION (STD® & SPEC. 3®38) ®o TS TEMPORARY SEEDING (STD. & SPEC. 3®31) PS PERMANENT SEEDING (STD. & SPEC. 3.32) TO TOPSOILING (STD. & SPEC. 3.30) MU MULCHING (STD. & SPEC. 3.35) gg� CD ROCK CHECK DAM (STD. & SPEC. 3.20) 104 � DD DIVERSION DIKE (STD. & SPEC. 3.09) Lu ap DV DIVERSION DITCH (STD. & SPEC. 3.12) a _moo CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02) INITIAL ESC ONLY INSTALL PAVED WASH RACK DURING INTERIM ESC (SEE DETAIL ON SHEET ESC -01) DC DC DUST CONTROL (STD. & SPEC. 3®39) V. CS SAF ORANGE VINYL SAFETY FENCE ujco (STD. (STD. & SPEC. 3,01, TABLE 3,01—A) FOR CONSTRUCTION DETAILS AND SPECIFICATIONS REFER TO THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" THIRD EDITION, 1992. F LDL LDL LIMITS OF DISTURBANCE i a. P r, NON—TEARABLE YELLOW & BLACK BARRICADE ,,. WOUS/WETLAND/RPA PROTECTION ST SEDIMENT TRAP (STD. & SPEC. 3.13) SB SEDIMENT BASIN (STD. & SPEC. 3.14) NOME=1 , t t 1 i CONTROLEROSION L � A �l IP INLET PROTECTION (STD. & SPEC, 3,07) an �0 0r� GD CULVERT INLET PROTECTION (STD. & SPEC. 3.08) 0 OP OUTLET PROTECTION (STD. & SPEC. 3.18) X SF SILT FENCE (STD. & SPEC. 3.05) TP TP TREE PROTECTION (STD® & SPEC. 3®38) ®o TS TEMPORARY SEEDING (STD. & SPEC. 3®31) PS PERMANENT SEEDING (STD. & SPEC. 3.32) TO TOPSOILING (STD. & SPEC. 3.30) MU MULCHING (STD. & SPEC. 3.35) gg� CD ROCK CHECK DAM (STD. & SPEC. 3.20) 104 � DD DIVERSION DIKE (STD. & SPEC. 3.09) Lu ap DV DIVERSION DITCH (STD. & SPEC. 3.12) a _moo CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE (STD. & SPEC. 3.02) INITIAL ESC ONLY INSTALL PAVED WASH RACK DURING INTERIM ESC (SEE DETAIL ON SHEET ESC -01) DC DC DUST CONTROL (STD. & SPEC. 3®39) V. CS SAF ORANGE VINYL SAFETY FENCE ujco (STD. (STD. & SPEC. 3,01, TABLE 3,01—A) FOR CONSTRUCTION DETAILS AND SPECIFICATIONS REFER TO THE "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" THIRD EDITION, 1992. F LDL LDL LIMITS OF DISTURBANCE i a. P r, NON—TEARABLE YELLOW & BLACK BARRICADE ,,. WOUS/WETLAND/RPA PROTECTION ST SEDIMENT TRAP (STD. & SPEC. 3.13) SB SEDIMENT BASIN (STD. & SPEC. 3.14) NOME=1 , t t 1 .. t -EMERGENCY SPILLWAY � Wet Pond # Ex. Riser) ., yah .... a ® ' _ .. I E o mwate ° D n c bion N. (Level 1) �., 2 3 • C 6 .Y OF I ALL DOT CP .a' CC ' Design e �j CLASS y, V P \ UNDER R I BiA Af runoff Rainfall Evertinches calculation cells constant values -e Area , > \ , MAP Draina, g 4 `'�"'�,�`�,'��r � � _� ; 1, :• 40' '4a 4Oe3 8 425 7A EXPANDED FORBAY AREA EXISTING POND RISER N. TS.' "CONTRACTOR SHALL CLEAN OUT THE EXISTING RISER STRUCTURE AND DRAM/ DOWN THE POND TO THE DESIGN WATER SURFACE ELEVATION OF 396.50 EXISING 48" RISER -. CREST 404`.50 - ----------__LQQ_Y-SIORM1 457,1 - - - 8 ------- - ---.------- N, ,,j. ®_.-- ------ ��LY_R�T�RI� ------..------.------ - _ _ ---------2_Y_R $,LO. 01.75 -._--_.-.------_...-..._ - � --- - 1- -. --_ 1_YK90bL _9_A0_0_,.3 L, ------- .-- - - - - - - - - - - 1 -- TOP OF POND @ 396.50 ......... EXISTING AND PROPOSED 1 ; (2) EXISTING 15" ORIFICE MAINTAIN INV. ELEVATION 10' 1 fl' 396.50. PROVIDE (2) SAFETY AQUATIC PLASTIC SOLUTIONS BENCH BENCH STORMRAX OR APPROVED BOTTOM OF POND 0 388.00 EQUAL. EXISTING AND PROPOSED W 12' 0 ► PROPOSED r,. r- ELEVATION 0,0. PROVIDE R Or PLASTIC SOLUTIONS STORMRAX OR APPROVED EXISTING RISER AND OUTFALL PIPE ,r a MC' on \ ( 0 \ 40' 9 SCALE IN F�- T LandcoverTypeA Area Al+A2+sgr,(AI*A2) Volume Soils VOILIMe Sura C Soils :r Solis Totals Lands er° Rv 5,307 0 Impervious 0.00 O, 00 .5.18 0.00 5.18 0,95 � 5,458 Managed _ _ 390.00 ___._:01,00 _ 392.006,164 0. „_.». � _ 0=00 � � 5.64 _ 0.co � ,64 0:22 _ Forest/Opera Space µ 0,200 0,00 _ _ 0.00 0,30 0.00 0.30 0,04 0,.573 19,411 __ Totals 35,70.3 _ 1,325 LLJ 05.00.... _ =crest/Open Space ana ed Turf rnPervsous :;over linir-nt.nn Surface Area laximurn Surface Area urface Area Provided v Coefficients AsIls_ Soils 0.02 0, Ca3 0.15 .,..._0,20 0.95 0.05 'E. z C SDHs S21 I I -a LU LLJ 0.04..m, 0�0�.0 0.22 0125 co _�9_ _0.05 co t63 _ __-DetermineRequired Minimurn surface Area 870 ft [1% of Contributing Drainage Areal "Recrammerrded*;F_ ' 10 ftp[3%of ContribUting Drainage Areal *",Recommended** 022 ft OK - Surface .Area Provided Meets Design Re uirernertts Determine ProvidedTr°eatment Volume Elevation (ft) Area Al+A2+sgr,(AI*A2) Volume Volume Sura VOILIMe Sura 388.00 5,307 0 00 389000 5,550 15,375 5,45 8 �_ � 5,458 202 390.00 ___._:01,00 _ 392.006,164 a, 15`4 10, 955 5,959 17,569 8,i84 _ 5,652 5,856 _ 0,001 11,110 1(�.966 23,027 _ 41.1 62 853 3 ,00 .36,368 ,3 8 _ _8, 97 µ.M. 0,200 ,29 �,0 5 CL ___-394.00 0,.573 19,411 __ 6,4d0 35,70.3 _ 1,325 LLJ 05.00.... 7,1010,12_._ ,837...w, 42,00.. ,57_� 800.00 396,50 8,533 _...__... 2.3,424 9'2.2 20p529 7,808 4,388 50,405 54,797 1,867 2,030 Determine Re. quired Treatment Volume �f�ierr Remaining Upstream R unoff Reduct.i rr Volume RunoffRunoffrrrrrients Practice 1 Ir pe rvious Area _ .__5802 _.__... O .__ _. 17863 _ 0iorete ration I & 2 Turf .Area 184 0 4504 Bloretention 1& 2 Tv 22,367 fts [I.00* v'1 -A 12 »volume reduced by an upstream OMIT Tv provided 5447 7 ftN_._._-__.»_m._� _ OK - Treatment Volume Provided Meets Design Recl uirements _ Determine Provided ForForbay Volume Elevation Area Al 2 sc r AI*A2j `plume Volume Sum Volurne µ. _._._. __. ' f'1 __.._. ftp 394,00 _ � 3,141 O 0 �_ 0 0 395, 003, 87410,503 3,501 3,501 130 396,00 __....._,.4,718 .._ .2,867 _�._..�,.��,Zf30 _�_...,_.... .,..,�. 7,790 � _._. ._»�..�,._. 28_.__.�__�m��....,.�_..�,,�._.__..�»...�»_._»......�.._�. _ 396,50 _ _ _ 5,178 _,,......__,_.,._ 14, 83 .__...__2, 4_x.3 10,263 X80 w 397.00 5,638 � Via, 219 _ 2,703 � � _ 12,966 _ _» � 0398.00 - 6,625 18,375 6,125 19,091 707 399.00 7, 673 21,428 71143 26,234 72 400,00 8, 719 X4;1555' 8,22 34 454 1,276 DetermineRequired �� Volume Target -Rainfall l*�rerrtir.15 rncesCrrertts Irnpery€ousAcerage 5.18 Ares F rbay Volume Required _ 4,70 fi m [0a 25/12*A r.- ,*43560] -� Forbay Volume Providcyd_ � 8,220 t��.��»,� � OK- For�bay Volume Provided beets Design Requirements [4i 6 Feet in Depth] Forbay Depth � u�� OK _ Fr�rLiay l eptly 6�r�vid d M eets 0e Ian l�epuirerr£errts _. _ Determine Required Geornerty _ Length of Shortest Frey Path � 320 � f comments Overall Length _ � _ .»» _._ 415 If [Shortest Flow Path Overall Length] � 0.5 Ratio SF- ' Overall Length u_nitless OK - Geometry Provided lv eets Design Requirements Length u�145 if 'A,'- d r 115 if [Length/ Width] >_ 2 ken th <0,Mdth _. to rrkrltle,s DOES NOT IMEET DESIGN REQUIREMENTS ENTS .»...................__._.......,......,_._........»......._........_...__.m....,_....,....»..»»..,._.»»................,.�............,.....,..,.»..».._._._..........�_.._............._...._................_. Determine _ AcceptableWater Yity ....,.,.._.....,........«.»«.....».,«....«..,.�.»................,...............«..,...«.......,._......,.__..,....,....__...............»......»»._.»,....»_,_»,......»..«.....».,...».....».».,,».»»......,.....� Avg. Design Depth � � 102 � in dw i0I5,1 � � OK - Depth Provided Meets Design Reclulrernents SurnmerEvap.agate _ 8 in [ET] [DP>ET+INF RES -I� BJ Monthly Infiltration Loss • ire [lNFl�. =Re s e rvo iro-' Water fo r FS 24 i n [l`ES] _ Measured Base Flow. 0 _ in [MBI, � O cf� � � � �2 �s �t�`s 2.5Ze� �.�f,i;SSA of orad ftml EMERGENCY SPILLWAY N. Ts LijUJ co co CL LIJUj CL> 00 LLJ z ®gg 0 LL CJ Ctt,��p z t 'q �C NOD .:. LL1 J� co co t zXv 00 LLJ ®gg you,_ Ctt,��p z t 'q NOD .:. BIORETENTION t[ i ''y 4 1 J / 2 k"I1 1 \ \ VN6A \ R ER TO STM --'4 PROFtLE� 15 � REFER TO <<mi STM -7 PROFILE ^ j u s- _ v'y r w 2" Irl PF -N 2/�� M �<X _.. u< REFER TO STM -5 PRO L I a ri `r• ;t 20' F3 STORMi B: O i m _ 11A DEQ Stormimater Dengn Specification No. 9 (Level County/City., Albernarle .......... .. ......... _ .... ._...... ..... ................................. .............................. . Runoff Reduction Credit O.�tJ level 1. ....... ... .... ................-_........_........................... Target Rainfall muerY Lf y.) IYff:5 €:ralc.rl rijc?r? <'<i:ls ,r. r n>tar t Vai.aCS NIP Drainage Area Summary (Acres) Landcoyei,TypeSoils �� a50iis C"Soils i1S£ails Total,__ tandcover'Rv I'noer�ious €l,Gtl \� 0700 0.52 - 0,00 0.82� rid7artaged __ 03,£)0 C}.(li) /7.1.4 }.iii t).:1.# (3. 22 Fo'esCjQpen Space 01.00 0.00 0,04 0}.00 0.04 _-_- 0,04 _. .... ................... .... _._..... ...._ _. -- _ ......... - ..._........ .._...... ...._.. ..... _..... .__.. _ ........,........,......... ..... ..... ... ............ ... .. .... - .......... -... -. ...... OK - Contributing Dra nage Area Meets `Design t:rieteria ........... .............................. .... _..... ....... ._........ ._ _. _.._. £ter Co'effICie r€ts A se i#s SsISs ... C Sills lolls . _..._....._............_,................................... ............ .........._. te3 Fo. _stfen Space C}. 0.03 O.D4 0,0S Managed €u?r ........................................__:laQ 0,22 0,23 ._._..._...._......_.._............._...........`... ...................._...._......................._................_.......................... ....................... Irnaerviouscove, 0,95 �-� 0.95 �._.0.9?5 - 0,95 Det'<Pa•r ine Required aPviarimum Sv facp ,area R ivljnj=r€u€nSurr"a:;et!rea �>�rf3fa tt[1•tJ0"Tv-volvrr€ered rrcecl>yanul?streaP??9NIPI%Stoiaei?ep?i? Surface threa Prov dec9 1.556 Eta CiK'" >urlac£: alrea Prc,vi ec Pette:=fi:t tF si�t� Itr:rlrairem ?cts ... ... .. ....... .. _ ... .. ... ... . ... ..... .......... ........ _... Determine Storage Depth ... . .............._. ................... _._.._.........._.. .. off Depot 5 elcaad Depth ft Void Ratio Co3 ire' cnt., { Rattan Sur€,a€.:e Fon€liras 0,501 1,00 0,50 0K- Depth caf Pondi rig I` 3eets Requirements N1ed'.a 3.50 0.25 O.8S CCK - Depth of Media Meets Reclu`rements u - _..........................._.............._......_....._..................................................._......._........................._........_....._.................._;..._._.....__.....,....__....................................._...................._......................._....._......._._..._....................._....._............_..,....._..............._............._........._........................_........_.............................._-..........._...... tone 1,50 l 0,40 1,601 OK Depth of Stone it1ee is Requirements _ Total 5.50._ Determine Required 17rexatime€it Volume 'titSSlil'?lE'' tro'7i R%'rtla. c� i P'g' fit: Ytilfi Uu,a trerarn RR Runoff Reduction corrrment: practice �T{JI rsYe ...... .-_.._.<_ .. .._........- .................................._.......;..._............................................. _....[..... ._.............. _..._ ........... ...................._..,........................... ...... I[t?oervIo!s arra 0 ?.1.31. 1697 _..... .............__. _......... ._........ ........... ... . TFari Idea f3M �E 67 _ L and over Ttrge t as r i l s A Soils 0,00 loretention #2 (Structure 1 ) iandcover RV _ 0.95 T f ar?aged VA. DEQ Stormwater Desgin Specification No. (Level ) 0.22 -� Forest/Open Space 8,/4/2015 City, Albemarle Runoff Reduction rid€ data Ir slat cells Targ t Riinfall Event i.Cli} ;r€c:°?�.<: tt,rrf:�c€s,area Prcr'�idera 1 ?frl9 atit>r� Ratxa 1 fhtrcar c� €� � 3 ct , �'J C'«''t�+ p''� ATO. � a �d P U _.«�,....�.�.,.______YrtS constantva ues t7T'sl i1#V3P Drainage Area Surrsmary acres} L and over Ttrge t as r i l s A Soils 0,00 ft soils C Suits _ Balls Totals �v 0.00 - 0.30 0,00 0,30 iandcover RV _ 0.95 T f ar?aged 0.00(100 0.09 0,cl. 0�1119 -Y _ � 0.22 -� Forest/Open Space 0.00 0100 0.01 0,00 0.02 0,04 _ 0),41. �r�, y� rFlowiE ( 1 5 l'tr w DOES Ni1' flti F € C CSi(N REQUIREMENTS FITS SJn e r = n 4eeluireu _ rt I~?fE =i,aCiorl Rate -5, � z U � �r�, y� rFlowiE ( _. !!11tt11 V.V� a€ Clow+�C9 tt,rrf:�c€s,area Prcr'�idera 1 ?frl9 atit>r� Ratxa 1 1 3 � 3 ct , �'J C'«''t�+ p''� ATO. � a �d P U _.«�,....�.�.,.______YrtS t7T'sl 5 z z LU 0 UJ U) j 3 x r a.. 1 � °' 1.Gi} Rr A i2 ru{urrf€_ rc:dFece£I � a:^ :1 strearr't OaP�€P... rt (I.QG' itv :�J1�I ual� rPee> reduced. �,p an u�_st.esarn PC,�7, � i`u 1,.w01� ft.' � 1 � _�`........... �_.. p ,v provided 3,061 ft O, 0;� trsaet�t c up e Praield�d ;3'Leers [des€a,,: Ft lr,:€e:E,ents iv orov'ded i.,: 3 ftLU C K "ir€ zfi to -it Volume P,ovicled Meets Design Require,, erns K ¢ -............. ............... .. _ ............. ........... .... .. ....._ ... ........ _......, s e ea°rnirae Reqsired t}r�tlerdraeserrt a� _ rtrre Required Llrsderdr<slra Det � ti ILer€#e€In 14;uai.ion Rate ).l( __. in/hr _ DOES _O Tv•CT' )FSIG)NR-E-Q_UIR._FKAF€S Underdra_°__ Req _ uic_ r } an stgz IfIt4p>. i,tr 0)in/hr 40' q dS�. Cov.Or: at,) ^ t d Lt3I pied 0.1_ : is S rracc Are,3 � Rate] t Design € ctwrate 1,08 r:s. iafetyl c j ,s S 0 3 G P>7injnaurn U0 C �.ncter 3 �( 1 1{ I l i' ..f: d tnt Itrat on Rite 0.00 l'tr w DOES Ni1' flti F € C CSi(N REQUIREMENTS FITS SJn e r = n 4eeluireu _ rt I~?fE =i,aCiorl Rate -5, � Factor €;P:,areh'_______-_ `C} � �r�, y� rFlowiE ( _. !!11tt11 V.V� a€ Clow+�C9 tt,rrf:�c€s,area Prcr'�idera 1 ?frl9 atit>r� Ratxa 1 1 3 � 3 ct , �'J C'«''t�+ p''� ATO. � a �d P i'M'11;Firt'?FP'Tlr#I•.i�€�atY1P to. r ._. _.«�,....�.�.,.______YrtS t7T'sl M ..._.... ............ ... ....... ...... ......_ ................._.. .... ...._ ........ .............. ................... .......... � Determine Required Geomerspa Determine Required Geternerty „< ng Shortest Len t.a r.i . ... r .,s. Ica�;u rain: x<_ 1F ]Length of a:a�r ,, "' f ? 4. z t .. C F P <, t� t r ci'vY Cath 33 'hortestF:ov Pat' Ove LenLtt 10verall length 72...�_._.fOverall Length 07 f .__ {Shrrest Flost Path {tv crGi !ergo] y .?aiPf)ferallear ,t"1..s. ?K-�}a t{rl Provided Meets €?c:•R{R.rF•rcRequirements Rato�rP/Ov�f.iI LerP,[° 4 ut€lecs C4_Gecna rt Provided qtr Design Requirements ..... . .. .. Determine Required Setbacks _ eterr-n'sr e Required Setbacks �! __.. _ .... ...... _.......................................... . D',-to€::e £1..avvn Gradient. ci 1I-.. C3K - Se[:?ar•F P;Qv'd' ed Meets it sip', a RF qui enE€art,> Distance Dov�jrs Grad;ent _t31 S£ f a l< Prcv'd d I`1er_iL}es r? Ree#erirc cents . '{ ' 90 � Ol)Ki{ -• 5Setback : Pr o vi d ed Meets Design Requirements e ruas'irreemr€aeenntr:s< ° Distance sip Gradient 110 fnsg_ . LIQ 120 BIORETENTION SPECIFICATIONS: 1. BIORETENTION SOIL MEDIA SHALL COMPLY WITH VA DEQ STORMWATER AS INDICATED ON PLAN co DESIGN SPECIFICATION NO. 9 MATERIAL SPECIFICATIONS PROVIDED IN co TABLE 9,6 "BIORETENTION MATERIAL SPECIFICATIONS". it NO DEEP ROOTING TREES OR PLANTS < Shallow rooting grasses, plants and bushes 2. THE CONTRACTOR SHALL CONSTRUCT EACH BIORETENTION CELL IN � 1' by Landscape Architect: COMPLIANCE WITH THE CONSTRUCTION SEQUENCE SET FORTH IN THE \\.: VA DCR STORMWATER DESIGN SPECIFICATION NO. 9 FOUND SECTION 6,1 \ ' ,➢ LO �' ' 3 SHREDDED C\j CK CONSTRUCTION SEQUENCE AND SECTION 8.2 BIORETENTION �'� .�\� ��< �9 } � � HARDWOOD MULCH � � INSTALLATION . s{' \ r ..., d F� 3. VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 CAPPED UNDERDRAIN o ,- C) "BIORETENTION" CAN BE FOUND AT THE ON-LINE AT DEQ'S WEBPAGE CLEANOUT, TYP �. ' \� , \�, 4 w Ij Le 00 (http://www.deq.virginia.gov/Programs/Water/StormwaterManagement 3.7lI \ _ I a :1 /Publications.aspx). ELEV=431.00 UJ 0 CO UINDERDR 1N A NOTES: :. TOP OF MEDIA 1., ALL PIPING WITHIN THE UNDERDRAIN SYSTEM SHALL HAVE A GEOTEXTILE MINIMUM SLOPE OF 0.5% AND SHALL BE CONSTRUCTED OF :, LINER 3 FT SCHEDULE 40 OR SR35 SMOOTH WALL PVC PIPE. C BIORETENTION .. .. 00BOTTOM OF MEDIA r� F 2.. A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED SOIL MEDIA ..ELEV= 42750 AROUND THE DIAMETER OF THE PIPE AND THE PERFORATIONS SHALL ':. '' : , ;.. .. , .. •:' :. :..:.:'': ,' .'_: `. TON `":�- TOP OF STONE 1.5 F STORAGE BE PLACED 6 -IN ON CENTER WITHIN EACH ROW FOR THE ENTIRE _� o � _ LENGTH OF EACH DRAINAGE LATERAL, PERFORATIONS SHALL BE #57 WASHED O.5 F ub STONE 00 ELEV=426.LpL 3/8 -IN IN DIAMETER. o 6" PVC PERFORATED TIE UNDERDRAIN BOTTOM OF 3.. UNDERDDRAIN PIPES SHALL HAVE A MINIMUM OF 3 -IN OF WASHED UNDERDRAIN, SEE TO OVERFLOW INLET. STONE STORAGE �?0 57 STONE ABOVE AND ON EACH SIDE OF THE PIPE. UNDERDRAIN NOTES (OVERFLOW INLET NOT , SHOWN FOR CLARITY) .TYP"ICAL I ET I I k# -r C N.T.S. CL Z w � z � O ..._.... ............ ... ....... ...... ......_ ................._.. .... ...._ ........ .............. ................... .......... � Determine Required Geomerspa Determine Required Geternerty „< ng Shortest Len t.a r.i . ... r .,s. Ica�;u rain: x<_ 1F ]Length of a:a�r ,, "' f ? 4. z t .. C F P <, t� t r ci'vY Cath 33 'hortestF:ov Pat' Ove LenLtt 10verall length 72...�_._.fOverall Length 07 f .__ {Shrrest Flost Path {tv crGi !ergo] y .?aiPf)ferallear ,t"1..s. ?K-�}a t{rl Provided Meets €?c:•R{R.rF•rcRequirements Rato�rP/Ov�f.iI LerP,[° 4 ut€lecs C4_Gecna rt Provided qtr Design Requirements ..... . .. .. Determine Required Setbacks _ eterr-n'sr e Required Setbacks �! __.. _ .... ...... _.......................................... . D',-to€::e £1..avvn Gradient. ci 1I-.. C3K - Se[:?ar•F P;Qv'd' ed Meets it sip', a RF qui enE€art,> Distance Dov�jrs Grad;ent _t31 S£ f a l< Prcv'd d I`1er_iL}es r? Ree#erirc cents . '{ ' 90 � Ol)Ki{ -• 5Setback : Pr o vi d ed Meets Design Requirements e ruas'irreemr€aeenntr:s< ° Distance sip Gradient 110 fnsg_ . LIQ 120 BIORETENTION SPECIFICATIONS: 1. BIORETENTION SOIL MEDIA SHALL COMPLY WITH VA DEQ STORMWATER AS INDICATED ON PLAN co DESIGN SPECIFICATION NO. 9 MATERIAL SPECIFICATIONS PROVIDED IN co TABLE 9,6 "BIORETENTION MATERIAL SPECIFICATIONS". it NO DEEP ROOTING TREES OR PLANTS < Shallow rooting grasses, plants and bushes 2. THE CONTRACTOR SHALL CONSTRUCT EACH BIORETENTION CELL IN � 1' by Landscape Architect: COMPLIANCE WITH THE CONSTRUCTION SEQUENCE SET FORTH IN THE \\.: VA DCR STORMWATER DESIGN SPECIFICATION NO. 9 FOUND SECTION 6,1 \ ' ,➢ LO �' ' 3 SHREDDED C\j CK CONSTRUCTION SEQUENCE AND SECTION 8.2 BIORETENTION �'� .�\� ��< �9 } � � HARDWOOD MULCH � � INSTALLATION . s{' \ r ..., d F� 3. VIRGINIA DEQ STORMWATER DESIGN SPECIFICATION NO. 9 CAPPED UNDERDRAIN o ,- C) "BIORETENTION" CAN BE FOUND AT THE ON-LINE AT DEQ'S WEBPAGE CLEANOUT, TYP �. ' \� , \�, 4 w Ij Le 00 (http://www.deq.virginia.gov/Programs/Water/StormwaterManagement 3.7lI \ _ I a :1 /Publications.aspx). ELEV=431.00 UJ 0 CO UINDERDR 1N A NOTES: :. TOP OF MEDIA 1., ALL PIPING WITHIN THE UNDERDRAIN SYSTEM SHALL HAVE A GEOTEXTILE MINIMUM SLOPE OF 0.5% AND SHALL BE CONSTRUCTED OF :, LINER 3 FT SCHEDULE 40 OR SR35 SMOOTH WALL PVC PIPE. C BIORETENTION .. .. 00BOTTOM OF MEDIA r� F 2.. A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED SOIL MEDIA ..ELEV= 42750 AROUND THE DIAMETER OF THE PIPE AND THE PERFORATIONS SHALL ':. '' : , ;.. .. , .. •:' :. :..:.:'': ,' .'_: `. TON `":�- TOP OF STONE 1.5 F STORAGE BE PLACED 6 -IN ON CENTER WITHIN EACH ROW FOR THE ENTIRE _� o � _ LENGTH OF EACH DRAINAGE LATERAL, PERFORATIONS SHALL BE #57 WASHED O.5 F ub STONE 00 ELEV=426.LpL 3/8 -IN IN DIAMETER. o 6" PVC PERFORATED TIE UNDERDRAIN BOTTOM OF 3.. UNDERDDRAIN PIPES SHALL HAVE A MINIMUM OF 3 -IN OF WASHED UNDERDRAIN, SEE TO OVERFLOW INLET. STONE STORAGE �?0 57 STONE ABOVE AND ON EACH SIDE OF THE PIPE. UNDERDRAIN NOTES (OVERFLOW INLET NOT , SHOWN FOR CLARITY) .TYP"ICAL I ET I I k# -r C N.T.S. j -- ---- z ......... . .. ------- .............. . . ...... . K, . . ........ ---- ------------- --- _z, ....... . ....... ..... . .... ... ..... . . ..... I t i - —.1 . __ " __ __ - - -- . �',t,_ , - "I -p Z OWN ll J:,t i, i'' \, _-,,i�':`�_,- ER/LEGAL REFERENCES: . ..... INTS SUBJECT PROPERTIES z . ....... ... . ...... . ..... ... .... ..... ..... Al, .. .. ... ---- -- - . ...... ------- ....... - --------- z", V, GAMBIT, L.L.C. --25- -- ----- ... . . ..... . . .... T.M. 76-54A T.M. 76-54A2 - --- ------ GAMBIT, L.L.C. �7, ..... ......... _7 /f 5TH STREET SW HOLDINGS, LLC 5TH STREET SW HOLDINGS, LLC .. . ..... . . . . . . ...... ..... SNOW PAWS, LLC SNOW PAWS, LLC 7 E�_ PRANA LAND LLC . .. . .... HUMMINGBIRD HOLDINGS, LLC 01 -Z,_ HUMMINGBIRD HOLDINGS, LLC -- - - ----- - D.B. 4431-372 D.B. 4431-372 D.B. 4573-270 ------- -270 0/� PRANA LAND LLC V/ ....... D.B. 4573 -7, -88 -496 .... .. .... . . .. . .......... b D.B. 3038-88 if it \x 68 . .... . .. , - _1 " - - �x D.B. 3038 D.B. 4367 16 . . ........ . . ...... .... . -283 PLAT HWY. P.B. XV -38 39 D.B. 485 P" ...... D.B. 2168-106 THRU 109 T.M. 76-541 541A X i J A .... ...... GAMBIT, L.L.C. A . ... ....... SNOW PAWS, LLC I�Q 4� VD07- 5TH STREET SW HOLDINGS, LLC -55B T.M. 76 h�j 1 MON s372o`4JE 4dO� 46)'! i I f 1 1 11i Hr/ GAMBIT, L.L.C. ,.: . ........ PRANA LAND H C SNOW PAWS, LLC p. t vo . . ...... it OT HUMMINGBIRD HOLDINGS, LLC Hi& . . ... . . . . 5TH STREET SW HOLDINGS, LLC D.B. 4573-270 D.B. 4431-372 if I I t Ro 44�1 7 -90 D.B. 3146 HUMMINGBIRD HOLDINGS, LLC IN. fix, Y iN i ff�,, D.B. 3146-98 PLAT D.B. 4573-270 —\v - ZZ, -372 N, It (o E N T`� i � D.B. 1218-688 Nil E I'LA N D D.B. 4431 _MER� -308 THRU 310 D.B. 2726-89 40' j HWY. P.B. A I 'xi. i T y f -113 -79 K D,B. 435 D.B. 2726 -124 HWY. P.B. A-37 D.B. 431 /x HWY. P.B. V-1 27 -17 .... . ..... D.B. 433 HWY. P.B. V-206 D.B. 413-419 PLAT A D.B. 338-75 PLAT 4/ �q -343 PLAT D.B. 335 v X -54A3 o", % T.M. 76 i i f T.M. 76-55D GAMBIT, L.L.C. 0i V If GAMBIT, L.L.C. SNOW PAWS, LLC \m N I , N, ,x iiAl I.,- JLL I E V . ... ... .... d (6 SNOW PAWS, LLC 5TH STREET SW HOLDINGS, LLC I' fill W -Mi" TIE D- AR EVIvy) 5TH STREET SW HOLDINGS, LLC PRANA LAND LLC x\ (IMPAC, ................ PRANA LAND LLC HUMMINGBIRD HOLDINGS, LLC Y'' ... . ....... . .. .......... 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A iRoN 7::�26Z 'ET ISTRICT MAP L y 2 .1 7 B� - – - ...... . . .... ... ... . ........... E T. M. 16-54A,3_ -5 7:1 'v� 7� ..... ....... pi� It ...... . ...... . z T. M ... ..... .... ... . ........... . ............. ...... . .... ..... T_ -RIGHr OF I—; ... . . ....... ....... . . A w . . ... .... , I 9_1 ... . . ..... ....... . . . .. . ...... . EXISTING 86*25 26 .. ....... . ... . ... . ..... .. .... . ...... . N6L 24" . . ...... . . ............. ........ . .. - - - -------- - . ..... .. ....... .. . ..... .... ......... .. . . . ........ . .. . ... . ........ . .. . ......... . V. ft,!, oq- A ............ N8 7,7j51 i 4 q:: - - __-- - 06" P SLOPE LIMITS X -A '65 �5o, I . .... . ..... 1964.86' P 7 D 6'�31 '7 i� _iA ..... .......... . 5th '17" - DISTRICT MAP TE T 111.94' . ...... S E �z E =N85'37�54i� .. ......... .... . ....... .. T EX\ -22,3 52"' ........... VAR. NDED 63 . . ...... . ... W16TH 11 'S, i .. ... ..... . -- -------- -- ....... . ..... R/W) _� .... . ...... . ... . ........ .. . ... ..... Aff . .......... cl A z, i Z_ fit 'i, j INV, �Ajf - -- — - - -------- - Oij lit, Z_. -- ---------- t *Zz . .... . J, d ..... . ....... X if Yvv, III J, 5 ...... ........ 40' 20' 0 40' 120' p f : ri ...... . .. .. .. .. ....... 80, 7" ONE= j %MEN MENNEN= SCALE I"= 40' ... . .... .... . ..... . .......... . ...... .... I Lu I-_ cy) w w w _j c:) U) z U) I Lu U) Lo < z T_ o 0 Z N W Z < 0 LLI z Lu LLI w 0 (D W c/) co w 3 > >: z :z z I-_ Ii-i—i Lj_ z U) u— 0 x Lu CK) At 0 z uj Lo < T_ o N W Z cc) 00 Lo LLI w W z co w 3 w z X: 0 w 0 c) A 0 CK) At 0 z ORIGINAL SURVEY SOURCE: BOUNDARY AND TOPOGRAPHIC INFORMATIO SHOWN AS PROVIDED • .. BY ' BY: r r i r DATED 04/08/12 BOUNDARY ",. TITLE SEARCH PLATS I ADDITIONAL SURVEY •. UPDATED • DAM, AND OUTFALL DITCH 1. NO DETERMINATION WAS M,i • THE EXISTANCE OR LOCATION iUNDERGROUND UTILITIES, OTHER THAN THOSE SHOWN. CALL MISS UTILITY BEFORE ANY GROUND DISTURBING ACTIVITIES. 2. SEE ALTA/AGSM LANG TITLE SURVEY, DATED FEBRUARY 12, 2015, BY THIS FIRM FOR ALL TITLE REPORT EXCEPTIONS/EASEMENTS. TITLE REPORT PROVIDED , FIRST AMERICAN TITLE FILE NO: 14-10684 COMMITMENT NO.: 14-10684 EFFECTIVE DATE: 1 ,. • ! i! AM THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST. 3. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF BRIAN S. RAY FROM AN ACTUAL GROUND MADE UNDER MY SUPERVISION; THE IMAGERY AND/OR ORIGINAL WAS OBTAINED ON ` 'r • 19, 20 & 30, AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. l w ,F SUPE LIMITS (PER ALE ARLE COUNTY `.. OVERLAY DISTRICT MAP") DENOTES "MANAGED" SUPE LIMITS (PER ALBE ARLE COUNTY OVERLAY DISTRICT MAP") 'EEP SLOPES OVERLAY DISTRICT MAP. SCALE; 1 "=200' M 40' 20' 0 40' 80' 120' SCALE 1 "= 40' m z 0 0 ry Lu co i E yy R G ----- - ------- 5th c 100, 50' 0 100, 200' 300' EM SCALE 1"= 100' 71&RO !I WO 7181 .0 N25 '0 50 0 50 �00 200 2W l" per: tit Natural Resources Conservation Service Soil Map—Albemarle County, Virginia Soil Map—Abernarle County, Virginia I SOILS MAP Web Soil Survey 2/11/2015 Natuna! Cooperative Soil Survey Pa I of 3 W-1 &N -FA R-11 AjbQ arleCounty Virginia (VA003,) Map Unit §Yboll alp Unit Name acres in A01, 7 Percent of A— 011 16 - ------------ Chewacla silt loam 3.4 21 C ------ Culpeper fiine sandy loam, 7 to j 4.0 - -------- - --- ------ 13.3% ---- ------ - 15 percent slopes 27B Elioak loann, 2 to 7 percent ....... 2.4 8.1% i slopes 27C Elioak harm, 7 to 15 percent 0.1 0.2% slopes Z 34D Glenelg loaim, 15 to 25 percent 1 7.7 25.6% Cl) Z slopes - i K 39D ----------- Hazel loarni, 15 to 25 percent --- ---- 8.3: - 27.5% --- -------- slopes - - ----- 39E Hazel loarni, 25 to 45 percent 4,2. 14.0% --------- - ------- ............ slopes Totals for Area of interest ---------- - -------- --- --- ----------- - ------- 30.1 100.0% -------------- W-1 &N -FA R-11 Z > CO LU i 0 < j C1. Z Cl) Z UJ 0— K 0 w Z> 0 Z L L :D o (D Cl) Uj K . ...... Lo 40 Lij LL . ...... LU .. ..... ... . ........... -------- - - I-- --- ----- ----------- I................... .. z z U) ..... ........... . - ---------- U) ... ... ... . ........ . ----- - ------ ........ ...... - - _ Lij Lij LLJ . ..... -Lu LLJ Lij z z ca 0 0 .. . ..... ...... I0 0 ---- ----- -- I. . ........ . ? 0 ...... ------ - .......... 5; 0- 9L . ....... . ..... ----------- W ... ... ..... .. .. ... . ........ . ...... .. .... ....... .... II. ... . .......... II....... .... ... .. ... . ... ... ... . ...... ... ... ------ . . ......... it......... .. .. . ..... .. .. - - ----- INTE I. .... RS TS -64 II. ...... .. .......... . ........ .. . ..... . .. ...... ...... ... .... - _- . .. . ..... II----------- ....... . ........ I... . . ..... . ........... ............ IINTERSTATE 64 I. ...... uj _j CD .... ..... . ....... IitIII........ .. ---- -----_------ - - ... . I ... I.... ......... . . ......... . .. IIIIIIII.. ........ IISERVED II ...... ... ....... ..... III -7z II> IIIII(D I. . ........ .. I...... ------- . . .... . ... ........ I> (EMERGENT) WETLAND IIIIIITyp. I- - -_ - mp III. . .. ...... !�>Y' z . .. ... .. . ... U.1 IIIf I... ........ III-TLANDS Q4FI-ACTED AREA) ..... WE Z I... . ... .... . . w I... . ..... ...... . ...... . II........ .. I. ....... W I. ... . ... Iw IIItI------ ---- 4 'A CL . . .. ........ .... - - - -- - -- -- ... .. I.... ..... .. U) U) Iit... . . ....... >: _J IIII. ...... .. . . F IIU— 0 w ......... . IILL .... .. ....... wri SHEET EWM-4u;... t SH' SWITv 4 IIIor IIII........ .... H E ET SW i IRRU, TO I> I... ... ..... .1 LArIIIII...... ...... . IIII/I .. . ........ tIIa TO IIP FTAW I7 c:) ...... . ..... - ------ I00 IL IIIIao Lr_ Ic:) Iuj I00 ...... ...... II. ... ...... IitlI IQ IIII4A II7- IIIIIIiltIPq co"I oo-Z III. ......... ............. t...... .... II. ...... ..... ..... .... l0 .. .......... z IIII..... ........ --- ----- -- . ..... II..... . . . .... . .. .. . . ....... t.......... . 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"w AFTON PO 45 8 v COURT . ....... . . 6" PVC (ALL WYE CONNECTIONS) /Z VC ND OF PLU"' E JNE SERVICE LATERAL SECTION 0101, 6" PVC (ALL WYE CONNECTIONS) 0 > IN LINE WYE - TEE 00 PLAN VARIES DETAIL FOR INSTALLATION OF ROOF DRAIN SYSTEM ...... .... ROOF DRAIN TYPICAL CONNECTIONS 1 If =20' ROOF DRAIIN NOTES: 1. ROOF DRAIN CONNECTIONS SHOWN ARE TYPICAL. SEE MEP PLAN FOR ROOF DIRAIN CONNECTIONS FOR EACH BUILDING TYPE. k'AINAGE DESCRIPTIONS FOR ALL PROPOSED STORM -RUCTURES AND PIPES CAN BE FOUND ON SHEET SV\VM-4 20' 10, 0 20' 40' 60, sommmommom SCALE V= 20' 1-- Ul wl 0 w -i GAJ - C) CN �- U) r i F- z W w r i lAk w co 20' 10, 0 20' 40' 60- mmmm_ RIMMI SCALE V= 20' NEI I SCALE 1 I'= 20' VERTICAL 5' 2.5' 0 5' 10, 15, SCALE 1= 5' W '9 w i -j " di LU e j 2: (5 W U) U) w < U) < U— W 0 w CK it IL cl) cl) > >: 0 F— LL 0 U) LL 0 ui Lij ro +0 403 it +0 403 OEM mml 21+00 22+00 23+00 24+00 25+00 0 Lo NNW � Idt = ___ aml 410 to Lo Lo fn 0 Lo q- 10+00 11+00 12+00 13+00 14+00 CN to Lo Lo fn 0 Lo q- 450 i 450 1 430 w _._. _.................. ................ _ .....' .. 430 �- PROP SED S" ___ewe--- SAN .._.._..... i PROPOSED S"' BIORETENTi AREA WATER_._�.__. _.....__......__..___.__. 4-20 _ ! ... ....... ._...._ 420 410 I 1 co �in 410 La ' (Y)�t Lr)�It . _. _ ._ 00 j 10+00 11 +00 &d.. N Q 00 Lo At pa �gl Co 3 z co �in 6JyJ La (Y)�t Lr)�It P 4 �It .14- 00 00 14 t &d.. N Q At pa �gl Co 420 I i i 420 � 1 b+Uu co �in (Y)�t Lr)�It 0 4 �It .14- 00 00 14 t 430 27 L.F. CLII! RCP {� f 420 1... 40, woliRl F z mi sm mm 410 STM-9 `F 410 ...._ ._.µ...._.... i 10+00 co 'tt HORIZONTAL 20' 10, 0 20' 40' 60' SCALE V= 20' I'M SCALE 1= 5' Lli ® LX) w L? w T-- 3: C) U) U) U) 65 a � 91-01"ll U) CL Z w W CL 0 w 0� CL CL U) U) > >: 0 U- D 0 U) LL w 65 a � 91-01"ll j _ _._..._ w OVERALL PRE DEVELOPED DRAINAGE AREA MAP f . ... wz z Ld La ........ •,r , t i 3 .. .-- ._.__.._. / EXISTING LANCOVER MAP uu. _ - v r' .-.,,,.w,w/,..w.,,+. 't°, w Wim"'°-19,•>.. m w iL,,,, W w W w w 6 { u � � TOTAL SITE AREA 16.27 AC (7®8,721 S.F.) N � � 0 M,% Ln w La E. FORESTED AREA/ OPEN SPACE — 571,517 S.F. (13.12 AC) r,•,_ w s a w .m W w m w•. W m w • . w m m' tL W w w w'..�-.m ,wy W W m W �, w y, v. v j✓ 1' v �ypr ! . i m w`d>o m /W W ''°t•/ <' w :. " `• 1 r £ S.S... LU W `°•. q>i 80.6 % �.. W - w m m W .,.. 4'atO } w ,.. EX. MANAGE® TURF AREA= 104,245 S.F. (2.39 AC) 00 uJ w w W +w w m w m W w w w w w I 14.7 % W w W w W W w w EX. IMPERVIOUS AREA= 32,959 S.F. (0.76 AC) m w W w w W b W W � � .l r✓ ' / / — 4,7 % -- �(D CLs//' ° e m w m f m w w w W'. ✓// / `mom uj lAr LU CL uj cl s 4 W w (W w W W I Ft � %•' ��y w m v$ / � ,mw wbwWmmw W ,.` / /� / .� r..; '/ \ /, • 1 }:: „,,,.,.,,ww.. � m m w //'�� m w W W W m f, W W w b W w w / ;✓ w w,% w W 4�" °" w W m m /- w w A'' i/ a i , %✓ J `s F , bf: b m j w W W w i f / w w W m w m w w w W b w w m tl 9 // ,Y d J: �/ r(' . /;•� ..::....,.,, ..._�^,.fi :' w W M' w m � W W y j / 3• W W m w m W m m � mNw w 2 .y'Y. : r / t � Ij � - W m /+� , " �j �•-• .+ W 4; '" m W w w m w w m "' 'a I !W �� w �..� i ,,,� ' / / ,f'': L �' F ,.ak.. ':t m w w• w W m m w• m 4� ; { 3 w,.d < .' / •,ej� „ W / w W m w W m w � _ . % <g �• w W W m m w w m w w w e� w ✓� O'' £ W m W W m w W m w W W \, .......... f. ......... . ........... Y ,1,J t > ! '. ,,� �r ",. / !�� i m m m m W m w w m W w m m w W � ,;,; �/ ,,A i b� .-•: / m ;/ C w m w tr t �`'e �„�' t J J' r m s• -.. �f / f • w w m w W w m m � �zL ,. fU) U) m. m W w w m w m m w ? ,.• , y t ... I w 4✓' y i tt g.,, « k. t w w W W w W w m w „> 4 ,. MamS+Y w w w w w m w w W m w b m; t>: '-�` ,.,., ' w w w w w m w w ' .S) L .. �� . W `m w w ; w w w W f w-_ ......,..,. w W m w W W m m '. i U) .. t t t� � }� m m � m w w ,,,,,u"^' J f. W H• , w' i w w w m W '� i F : h -- j�l f� : w W 1 w% J • w w w----..,. ,,, ..,,, b m w w W w w b Y m W k .t f .-, 1. _ .. ;i �(� i 1 ,,.� 0 .�1 _......_.,.w K ^. _ °perp m W w w ,{• b b w m w W W W w w t y> f� ,.._ i s F W W w w w w` i J m W w W W w w w w w w m y W w W w 4 f i F 3 w j t ,'"' . t /' m m m W W i � : EE d ,� ;' w m w „y ' W m W w m w m w F '� LL 0 QL ,y y f t " lll/// m w .o w W m W W W W w w t { : _{ ,........ ,.� r, .. St ,r a r' r"' n/ r' , � r r l r f� in _ i_......-. f LL m w ---- - -------- - - < CL 131 r .._. SCALE IN FEET OVERALL POST DEVELOPED DRAINAGE AREA MAP C) .._._.._._ . 77 _. _. Lo co _ w_' -«LLJ00 —Z -; - - ----------- ------- . .. . .. .... . ... . .... ARFJt FRESERVE� ° a co✓' PROPOSED LAN COVER MAP O� 7 ° .mi ®•'ms's o'° w �• /< :'m' t `Y, ¢i ,...„„mob, try `moi �13b y°Y or• "*.,� °"'yy�'•••o•, °m •.•0sav"�m•m'oe, `.v ,/ '--i ':% ��\ \' 1 Y,`""7""" �1� —'s—• ,� ... , • p e f /.,�` eo e•m "Y '!•o o' o &•v'o• •°s�• Y,v • '�✓ ,✓/ �/ �;/ v ,•y /'« � ®• �'.: .. �°• % ° �� x� �' �. '� � _'moi ,O � TOTAL SITE AREA 16.27 AC (708,721 S.F. L ♦ v +.e , - v e p 3 � '°s °+'♦o♦°`§9 °•paopa-e •, on •` a°S� •'a 9po® ,1/ ..(! ,.% •'•t°e°p - 1'ai"��,._ "✓ • a p, + .p n• •�,.+''�>•�-°✓..••`,•.°`•mem°. E v.,, . ••, .° ,.. •..,••+, •e ee e • °. •. mep +e, ,;>; e, ^^ • • , ,+ PROP. FORESTED REAO E SPACE 774 1 1S S.F.F1.77 AC . r - r> .. a .. • • . s - , • • • + e p ♦ • p , •e • �p g . m +• a � a.0 • • v , , • , , • 0 ♦ , . o• + e \ o e ♦ • r o , • a • e e • + s. • s • ♦ • + , ° • • • e o ♦ e e e • a ' • r • •° +, s • • e e e • + e • , •M s p • • , ° •' Y , • .. .. .. •e .. ., .. •. .° •. .° ., .. +. 10.9% g j a r' 5, Ucn PROP. MANAGE® TURF AREA= 357,192 S.F. (8.20 AC) Q. w 1=48.8% s r �t 'o �'° .w',y..•,,E r / fir,,, aw nm,°..,N"`f' .;♦� i— 74 6.30 AC •_° . IMPERVIOUS P O P AREA— 2 428 S.F. m p ° e e . �e7+• '"o. �• �,,_... /' ,•�. � 1. •C- °M`m`e �$ d�- ;oL'e o4Y e /.a / v'• J/ ., 38.7 /® / / p Lij Lu J� F cT'n ¢ i ! / s / ,K ° pe •+ a e •'°• r• r'g : / P •�4.0 j /I' by je ae�e oSo• Y : • s + m • p w / / o + o e • o , J • s a e s'.- o e m • - m ,qct • m° e �gg • • r o p • / e aK. s y r .o t' / < / ,' a ° a , •m •: • ' • •s • P-s^«-,, r • e . e • ♦ o.% • i � m • t"' �_....... _...... t.._-.. ,;' S¢.° e • •, ",6, o ...IiJ,\w.m,,.,..:.+..% , ma b- , , o s° / • e • o e ' e •• • •e s , + , r e e p • , , ° ♦ s ' s� • • °, e e a • s o e • e ! e ,: e „t m ° a m• e v • ° • .' m • e e m ° e , • ,+ • • � v .&. s e + v � , . . .; , e . • m , m v e e • • n WIWI LLJ W. i ' F i' • t e¢e e + e ' • v / e t' f °,.✓ t �� .x,. ., S s a • • ps e' , r• a• o• +' • r • v a ,e i e p _ r° • e r' m• ♦ • • m♦ I ' • e • +• • °, • • e + , , • , e ° + . s e. • • • e , , , m • / :� tee' , a .• +° e _ - e a • e • - • a f . ♦v s • e s p o m v m° e + e o e • e • e e , •v , , + o- e °• e• + • e' e • m em e 1' cc t �S r C� 8 O Q ' i ' � H O 160 s� ",__, __ SCALE IN FEET m W ,. Ac 0.18 =0.80 _ , _.. 4 ,r ;. , A 0.12 r:.;•, TC=5. 0 , , ....� EX -4 00 Ac=0.29 _ TC=5.0 Ac=0.52 .... _ C-0.68 TC=7.7 EX -5 _............. Ac -0.11. ..._. _ TC=5.0 60' 0 60' 120' SCALE IN FEET z D 0 w 3.Le t. ee m Y C=0.81 k , 60' 0 60' 120' SCALE IN FEET z D 0 w 3.Le t. ee m Y k i' 1 1 f, �! � 70 00 00 oo "W0''11111111 H I D.A. = 72.72 Ac. B D.A. = 1.60 Ac. CN 88 CN = 91 Tc = 21.6 min. Tc = 7.7 min. WEIGHTED CN: WEIGHTED CN: 12.53 AC.— 5TH STREET APARTMENTS @ CN = 86 1.13 AC.VIMPERVIOUS @ CN = 98 (SEE SHEET SWM -8) 0.34 AC. TURF @ CN = 74 0.13 AC. FORESTED @ CN — 70 60.19 AC, OFF—SITE TO POND @ CN = 89 (SEE STERLING POND REPORT) BIVIP DRAINAGE AREA NOTES: BIORETENTION 1 DRAINAGE AREA CONSISTS OF INLET AREAS 18, 20, & 22. BIORETENTION 2 DRAINAGE AREA CONSISTS OF INLET AREA 16. SEE SHEET SWM -9 FOR INLET DRAINAGE AtEAS. N 7000� U) I D.A. = 72.72 Ac. B D.A. = 1.60 Ac. CN 88 CN = 91 Tc = 21.6 min. Tc = 7.7 min. WEIGHTED CN: WEIGHTED CN: 12.53 AC.— 5TH STREET APARTMENTS @ CN = 86 1.13 AC.VIMPERVIOUS @ CN = 98 (SEE SHEET SWM -8) 0.34 AC. TURF @ CN = 74 0.13 AC. FORESTED @ CN — 70 60.19 AC, OFF—SITE TO POND @ CN = 89 (SEE STERLING POND REPORT) BIVIP DRAINAGE AREA NOTES: BIORETENTION 1 DRAINAGE AREA CONSISTS OF INLET AREAS 18, 20, & 22. BIORETENTION 2 DRAINAGE AREA CONSISTS OF INLET AREA 16. SEE SHEET SWM -9 FOR INLET DRAINAGE AtEAS. N 7000�