Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WPO201200098 Plan - Stormwater Stormwater Management Plan 2013-07-15
EIS i/ L! 1! ERW _ 7 1! l L S. OWNER: TAX MAP 32, PARCEL 33 &TAX MAP 32, PARCEL 34 ESTES PARK, LLC POi BOX 1457 ChARLOTTESVILLE, VA 22902 FINAL ENGINEER: COLLINS ENGINEERING 2010 GARRETT STREET, SUITE K CHARLOTTESVILLE:, VA 22902 44.293.3719 DEVELOPER: RIVERBEND MANAGEMENT 3211 EAST MAIN STREET, SUITE 500 CHARLOTTESVILLE, VA 22902 SURVEYOR: TOPOGRAPHY AND BOUNDARY OF THE SITE WERE PROVIDED BY TOM LINCOLN IN OCTOBER, 2010. TOPO IS FIELD SURVEYED TOPOGRAPHY SHOWN AT 2' INTERVALS. ZONING: PRD APPROVED BY BOARD OF SUPERVISORS APRIL 11, 2012 WITH PROFFERS, PREAPPLICATION CONFERENCE: APRIL 30, 2012 USE: 68 SINGLE FAMILY ATTACHED LOTS DENSITY: 5.3 UNITS PER ACRE OPEN SPACE: 25.6% OPEN SPACE PROVIDED SETBACKS: FRONT 10 FEET MINIMUM SIDE ZERO LOT LINES WITH A MINIMUM BUILDING SEPARATION OF 10 FEET REAR 10 F=EET MINIMUM FOR INTERIOR LOTS & 20 FEET MINIMUM FOR PERIMETER LOTS MIN. LOT FRONTAGE 40 FEET NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND LIKE ARCHIITECTURAL FEATURES MAY PROJECT NO MORE THAN 4' INTO ANY REQUIRED YARD, BUILDING HEIGHT: 35 FEET MAXIMUM TOTAL ACREAGE: 12.75 AC, STREETS: CURB AND GUTTER, PUBLIC STREETS EXISTING CONDITIOFVS: SITE IS PARTIALLY CLEARED WITH ONE EXISTING HOUSE. PORTIONS OF THE SITE ARE WOODED. PHOTOS OF EXISTING STRUCTURES WILL BE PROVIDED TO ALBEMARLE COUPM PRIOR TO DEMOLITION, UTILITIES: SITE WILL BE SERVED BY PUBLIC WATER AND SEWER PHASING: PROJECT WILL BE COMPLETED IN TWO PHASES. SEE SHEET 3 FOR PHASE LINES. FLOODPLAIN: NO FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY, PER FEMA MAP #51003CO145D WITHIN THE LIMITS OF THE PROJECT E STREAM BUFFERS: THERE ARE NO STREAM BUFFERS AREA, TOPOGRAPHY: PROVIDED BY LINCOLN SURVEYING, OCTOBER 2010 & FIELD VERIFIED BY COLLINS ENGINEERING IN FEBRUARY 2013. DATUM: NAD 83 OPEN SPACE: 3.27 ACRES (25.6% OF TOTAL AREA) OPEN SPACE SUEu1tOARY TO BE PROVIDED AS SHOWN ON THE PLAN OPEN PHASE I (ac) _ P�iASE 2 (w_t),�._ SPACE ACTIVE PASSES AC(ty� PArl�lE PHASE 1: 0,00 AC. ACTIVE --' - - 0.93 AC. PASSIVE E 0 19 X. 0.93 AC. TOTAL D .� OI�i�..... 3 _ L n sca PHASE 2: 0,25 AC. ACTIVE E .29 2.09 AC. PASSIVE 0.25 _ 2.34 AC. TOTAL TOTAL 0,00 0.93 09 RIGHT-OF-WAY: 3.15 ACRES (24,7% OF TOTAL AREA) LOTS: 6.33 ACRES (49,6% OF TOTAL AREA) CRITICAL SLOPES: 0.075 ACRES OF CRITICAL SLOPE IMPACTS PROPOSED (28.3% OF 0.265 ACRES TOTAL EXISTING CRITICAL SLOPES) PARKING: EACH LOT WILL HAVE A MINIMUM OF TWO OFF-STREET PARKING SPACES. PARKING WILL ALSO BE PROVIDED ON BOTH SIDES OF THE PUBLIC ROADS. A MINIMUM OF 1 PARKINIG SPACE WILL BE LOCATED WITHIN THE GARAGE AND 1 PARKING SPACE WILL BE AVAILABLE ON THE DRIVEWAY OF EACH LOT LIGHTING: NO STREET LIGHTING IS PROPOSED. SIGNAGE: NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BE INCLUDED WITH THE FINAL SITE PLAN OR UNDER SEPARATE APPLICATION. STORMWATER MANAGEMENT: THIS DEVELOPMENT SHALL PRIMARILY UTILIZE AN ONSITE STORMWATER MANAGEMENT ENHANCED EXTENDED DETENTION FACILITY FOR WATER QUALITY AND DETENTION FOR THE PROJECT. ADDITIONAL WATER QUALITY TO ACHIEVE THE PROFFER REQUIREMENTS IS ACHIEVED FROM THE REGIONAL POND LOCATED BELOW THE OUTFALL OF THIS PROJECT. CONSTRUCTION TRAFFIC: NO CONSTRUCTION TRAFFIC SHALL BE PERMITTED TO ACCESS THE SITE VIA MOUBRY LANE. CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE VIA ACCESS EASEMENTS FROM PROFFIT ROAD, AND/OR A SEPARATE CONSTRUCTION EASEMENT FROM WORTH CROSSING (LEAVING THE ACCESS TO BRIGHT BEGINNINGS PRESCHOOL UNDISTURBED AND OPERATIONAL THROUGHOUT THE CONSTRUCTION PROCESS), CEMETERY: THE OWNER & DEVELOPER SHALL MAINTAIN THE CEMETERY LOT DURING CONSTRUCTION UNTIL THE HOA TAKES OWNERSHIP OF THE MAINTENANCE. THE CEMETERY LOT SHALL BE FENCED OFF AND PROTECTED WITH A BLACK DECORATIVE FENCE. THE CEMETERY SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITY. A COMMEMORATIVE SIGN SHALL ALSO BE PLACED WITH THE CEMETERY LOT, SIGNIFYING THE HISTORICAL INFORMATION OF THE GRAVEYARD. WATERSHED: POWEL.L CREEK STREET TREES: STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY REQUIREMENTS. TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT. BUILDING SITES: LOTS 1-68 AND THE RESIDUE OF 03200-00-00-03300 & 03200-00-00-03400 EACH CONTAIN A BUILDING SITE THAT COMPLIEWITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. IMPERVIOUS AREAS: ROADS 1.82 AC. SIDEWALKS 0.55 AC. LOTS 2.94 AC. TOTAL 5.31 AC. AFFORDABLE UNITS: PHASE I: LOTS 10, 11, 12 & 13 PHASE II: LOTS 19, 20, 23, 32, 33, 34 TOTAL: .10 AFFORDABLE UNITS NOTE: A CASH CONTRIBUTION MAY BE PROVIDED TO THE HOUSING AUTHORITY IN ACCORDANCE WIT}'H THE APPROVED PROFFERS FC)R THE PROJECT IN LIEU OF CONSTRUCTING THE AFFORDABLE UNITS AS NOTED ABOVE, IN ADDITION, THE LOCATION OF THE AFFORDABLE UNIT MAY CHANGE WITH THE FINAL SITE, AS LONG AS THE REQUIRED 10 UNITS ARE PROVIDED AS OUTLINED IN THE PROFFERS. F;F3 i D A L ROAD I E&S, AND SWM PLAN JANUARY 22, 2013 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA , /` j J.._ rr f'S U $J E t / t rt :$ : `'� ,\ l`•'\/` '` ^:'�✓�,. fi �� /1 _ r'' `i����� SITE f / JJJ r � � _ f qt� r= y, - n "� .�.,- � -� � ��. `.%t ::..5 ,•„%j t` l``,;'�%J t�� E .. �-__ '�'�' �\ ':s:.s., �' .(i5 �1�t � i., f. ,' .� ( a i �, ., �:,��_ ' ��. .:,�„ \' .mac„%. •�� tj �.���i� t �-, , -_:' i �j 11 , :i t �~ ! r \J 1 < ' it PROFFERS EXISTING CULVERT \ ` r � f Q DROP INLET & STRUCTURE N0. UTILITY PLAN CURB Ij CURB & GUTTER -------------- 100--- --------------- PROPOSED PA VEMENT —J oo Clf�1 G » DEPTH OF EC -JA DITCH �- EC -2 DITCH 6 " f 1 12 r, I STORM SEWER PROFIL...FS 14 :!\ 15 STORM SEWER CALCULATIONS 16 LANDSCAPING PLAN 17 Jt 18 1-4 N It ; r s\O r ye 0 HO U O U f l I I ! J , /` j J.._ rr f'S U $J E t / t rt :$ : `'� ,\ l`•'\/` '` ^:'�✓�,. fi �� /1 _ r'' `i����� SITE f / JJJ r � � _ f qt� r= y, - n "� .�.,- � -� � ��. `.%t ::..5 ,•„%j t` l``,;'�%J t�� E .. �-__ '�'�' �\ ':s:.s., �' .(i5 �1�t � i., f. ,' .� ( a i �, ., �:,��_ ' ��. .:,�„ \' .mac„%. •�� tj �.���i� t �-, , -_:' i �j 11 , :i t �~ ! r \J 1 < ' SHEET LAYOUT SCALE: 1" = 250' APr"7,I, iv c1. III.,'. N�•. � �w I"fi�7' � e LEGEND ROADS EARTH DITCH PROFFERS EXISTING CULVERT \ ` CUL VERT Q DROP INLET & STRUCTURE N0. UTILITY PLAN CURB Ij CURB & GUTTER -------------- 100--- --------------- PROPOSED PA VEMENT —J oo EC -3A DITCH G » DEPTH OF EC -JA DITCH �- EC -2 DITCH 6 " DEPTH OF EC -2 DITCH DRAINAGE MAP 12 STORM SEWER PROFILES 13 STORM SEWER PROFIL...FS 14 :!\ 15 STORM SEWER CALCULATIONS 16 LANDSCAPING PLAN 17 Jt 18 1-4 N Lup s\O r ye 0 SHEET LAYOUT SCALE: 1" = 250' APr"7,I, iv c1. III.,'. N�•. � �w I"fi�7' � e LEGEND ROADS EARTH DITCH PROFFERS EXISTING CULVERT \ ` CUL VERT Q DROP INLET & STRUCTURE N0. UTILITY PLAN CURB �- CURB & GUTTER -------------- 100--- --------------- PROPOSED PA VEMENT —J oo EC -3A DITCH G » DEPTH OF EC -JA DITCH �- EC -2 DITCH 6 " DEPTH OF EC -2 DITCH VICINITY MAP SCALE: 1” = 2000' SITE DEVELOPMENT PLAN TITLE SHEET COVER SHEET EARTH DITCH PROFFERS DRI VEWA Y CUL VER T \ ` BENCH MARK �„a f 4 UTILITY PLAN CLEARING LIMITS �- VDOT STANDARD STOP SIGN -------------- 100--- --------------- EXISTING CONTOUR —J oo PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �- TBC DENOTES TOP/BACK OF CURB SANITARY SEWER PRO "TI.." TIB DENOTES TOP OF BOX SITE DEVELOPMENT PLAN TITLE SHEET COVER SHEET 1 PROFFERS 2 EXISTING CONDITIONS 3 SITE PLAN LAYOUT 4 UTILITY PLAN 5 GRADING PLAN 6 SITE & UTILITY DETAILS 7 ROAD NOTES & DETAILS 8 ROAD PROFILES 9 ROAD PROFILES 10 SANITARY SEWER PRO "TI.." 11 DRAINAGE MAP 12 STORM SEWER PROFILES 13 STORM SEWER PROFIL...FS 14 STORM SEWER CALCULATIONS 15 STORM SEWER CALCULATIONS 16 LANDSCAPING PLAN 17 LANDSCAPING DETAILS=� 18 TOTAL SHEETS 18 WAITER PROTECTION ORDINANCE PLAN TITLE SHEET EROSION & SEDIMENT CONTROL NARRATIVE & DETAILS 19 EROSItON & SEDIMENT CONTROL PLAN PHASE III 20 EROSION & SEDIMENT CONTROL PLAN PHASE IV 21 E&S PLAN DETAILS 22 E&S PLAN DETAILS & CALCULATIONS 23 E&S PLAN DETAILS & CALCULATIONS 24 STORMIWATER MANAGEMENT PLAN 25 STORMIWATER MANAGEMENT PLAN 26 MITIGATION PLAN 27 N TOTAL SHEETS 9 APPROVALS DEPARTMENT COMMUNITY DEVELOPMENT PL1," NEWZONIISG f/7 ENGINEER Lu INSPECTIONS ARB DEPARTNIENT OF FIRE RESCUE F- At BEMP),RLE COUNT1 SERVICE AUTHORITY VIRGINIA DEPAR NIENT OF TRANSPORTATION F - IIEAI.TI1 DEPARTMENT 0 _ ,__-' F___ COTT R. COLLINSZ No. 35791 11. �SSIONAL E��ti M M M f/7 z Lu F- F- z z F - N I w z w w 8? 00 N I J 1-4 N Lup s\O r z 0 HO U O U z C }U z ' Q O CN0 z Li CN (�/ jN z Li � w Zca a >o ¢ Z �z °z LLJ O n vii O > vi O z w U w CJ 0 O U o S' fls H 0- r„ n LOr)I— � z ~ w � O w w 0 w w ~ mw w ~ to _j 0 Lu r L z orf La` w � Q O O U w <(D 0___ o Of i..L M M M f/7 M Lu M N I O P, r� 8? 00 N I 1-4 N 1p s\O r 0) Lu Ce) 8? N llqt niffAm cy) z ,J C CN0 z Li CN (�/ jN Li � w a >o Z �z °z LLJ 0 W Q� CJ U awmmmD S' fls UJ 0- r„ LOr)I— I— \ U) O 0 <t Li s 3 _j 0 Lu r L z orf La` � Q O O U <(D 0___ o n �---I u— o � i j 1. T o 0 E 0 � o D� U z U) We Z w Z_ U W j f1 �(J 'z\ � D LLJ W w � 0 0. v 1� �/) V LLj o 1 T 0 ! r N Q U LLJD- O � /�/ U C O U U � O 0 < U U �' LJ L Q �� 0 D o U Lu H In w Lu Ln E o 'm JOB NO. 102041 In D. co o SCALE -� AS NOTED -D D 3 m Q) D O SHEET NO. Q Q 1 1 U a N � c I— D April 9,2012 U= ZMA No, 20 10-00011 Estes Park Original Proffers _X Amendment I I Tax Map and Parcel Number(s)., 032 -00-00-03300 and 03200-00-00-03400 Owner(s) ol"Record: Clifford H. Fo� Jr., Benjamin Johnson Estes, and Patricia Ann Paige Contract Purchaser: River Bend M, an gement; Inc. Date of Proftr Signature,. April 9,, 2012 12,75 acres to be rezoned from R-1 to PRD Clifford H. Fox Jr. is the- owDer of ax Map and Parcel Number 03200-00-00-03300 and Benjamin Johnson Estes and Patricia Ann Paige are� both the owner,,; of'Tax Map and Parcel Number 03200-00-00-03400 (collectively, the "Owner"). Tax Map and Parcel Number 03200-0000-03300 and Tax Map and Parcel Number cation ZMA 'Q ZMA 2 03200-00-00-03400 (the "PrQperty"J 'is -th"e, sul;ject of rezo M__ g appli N_ _010-00011, a project known as "Estes PaW (t ie "Projecf), which includes an, application plan prepared by Collins Engineering-, LLC crifitled `Bstcs Park R_6zoning Application- Plan",and with- a latest revision. date of June 20, or both Tax Map 20:11 (the "Application Plan"), Ri7er Bend Management, Inc., the "Contract Purchaser f Parcels, joins this Proffer Statement to,, acknowledge its interest in the Property. Where the owner or owners are listed below the Contract Purchaser a� so shall bo, included ifnot stated. Pursuant . to Sectiori, 33.3 of the Albe arle County Zoning Ordinance,,the Owner and Contract Purchaser hereby T volu.ntarily proll'ers tlie, conditions listed below which shall be applied to the Property if It Is rezorie�d to the, ?-Qning district identified above. These conditions are pyoffereO as a part of the requested rezoning and the ()wn,�,�r . and contra�e� t Purchaseracknowledgcs that the conditions are reaso-itabJe. ert Asa conditicn for the issuangee of the first c iflcate� of occupancy for any structure on theftoperty, the Owner shall design and complete, C:QnStructiOn of the public street identified as "Public Road EY, shown on Sheet 3 of the Applic-ation Plan but which i� I , located offske ftom the, Property on Tax Map aad Parcel Numbers -046B4-00-00-00500 and 0404-00-00-005AO. A. Design and Construction. At a minimum, Public Ro-ad D shall be desigmed and constructed to the "Typical Street 8 oction Roads A, B, C, D -.Public Road (5 V Public ROW) Not to Scale" shown on Sheet 3 of the Application �Ian but shall, in any event, be designed arid constructed to County and VDOT standards, including the design and construction of related draiaage, slope and utility casements, as applicable. Construction of Public Road D shall be deemed complete when the County Engineer dotorm ines that the roadway i s safe and convenient for traffic. �,b " I r in conjunction with, the first site plan for the B. Dedication. As Part Q� t �, first subldivi$ba Plat 0 Frojo,et, the-riaht-of-way for �ublic Road D shall be dedicated to public, uqe. If the dedication is not, ,_cWmplished in oprquaction, , e rt� -6 e ner h 11 re are, T I e rs subdivision plat forth, Proje i Ow s a p p o W caase. to be prepared, a subdii ision plat meeting the requirements of the I Albemarle County Subdivision Page� I of 5 Ordinance (Chapter 14 of the Albemarle County Code) to create a special ]ot composed of the right-of- way for Public Road D, and the plat shall identify the Public Road D right-of-way as being dedicated to public use. 2. Cash Proffer for Capital Improvements Proicets The Owner shall contribute cash on a per "market -rate" dwelling unit basis for the purposes of addressing the fiscal impacts of development on the County's public facilities and 'infrastructure, ie., schools, public safety, libraries, parks and transportation. A "market rate" unit is any unit in the subdivision that is not considered an Affordable Unit as described in Proffer 3. The cash contributions shall be $13,000 cash for each attached dwelling unit, other than a constructed affordable dwelling unit within the Project qualifying as such under Proffer 3. The Owner's total cash contribution to Albemarle County to address impacts -upon the identified public facilities may be up to $754,000 (58 dwelling units x $13,000).The cash contribution, shall be paid at the time of the issuance of the building permit for each new unit, unless the timing of the payment is otherwise specified by state law. 3. Affordable Housing. The Owner shall provide affordable housing equal to fifteen percent (151YO) of the total residential units constructed on the property as provided under Proar 3a or 3b: a. Cash Proffer. In lieu of constructing affordable dwelling units ("Affordable Units") for Efteen percent (15%) of the, total number of Units, which would correspond to ten (10) affordable units, tht Owner has th-e option to make a cash contribution to Albemarle County for the affordable. housing program in the a -mount of Twenty -One Thousand One Hundred Twenty -Five Dollars ($21,125) (the "Affordable.Housing Cash ProNe') for cach such unit as follows: the Owner shall pay the Affordable Housipz Cash Proffer to the County, in ten (10) increments; after an in T eCtIOD and prior to the issuance of a certificate of occupancy for each of the seventh (7g), fourteenth (14 ), twenty-first (2 Ist);twenty-eighth. (28'), thrity-fifth (35th), f1brty-second (42nd), f ,orty-ninth (49th), fifty-sixth (56t), sixty-third (63d), and sixty-eighth (68t) dwelling unit within the Project. The Owner's total cash contribution to Albemarle County in lieu of constructing affordable tmits will be between Lo Dollars (for 10 affordable dwelling units constructed) and, $21 i,2_50 (for 0 affordable housing units constructed) based on the� total number of affirdable units constructed within, the Property for the purposes. The total cash. Qontribation due to Albemarle County at each of the ten payment periods as noted above shall be based on the total number of affordable units built at that point in time. b,For-SaleUnits. The Owncr maintains the righttio construct all or a portion of the ten (10) affordable units, The Owner shall convey the responsibility of 'initially constructing and selling the affordable units to any subsequent owner or developer of the Property (or any portion thereof), and such subsequent owner(s) and/or developer(s) shall succeed to the duties of the Owner under this Proffer 3, and the term "OwnQr" shall refer to such subsequent owner(s) and/or developer(s), as applicable. (1) Affordability; Credit Thresholds, For the purposes of this Proffer 3(b), "affordable, housine' shall mean units affordable to households with incomes less than eighty percent (80%) of the area median income, (as determined from time to time by the Albemarle County Office of Housing) such that housing costs consisting of principal, interest, real estate taxes and hotneowner,5 insurance (PITI) do not exceed thirty percent (30%) of the gross household income; provided, however, that in no event shall the selling price for such affordable units be more than sixty-five percent (65%) of th r, applicable Virginia Housing Development Authority (VBDA) maximum sales price/loan limit for first-time homebuyer programs at the beginn' of the 180 -day period xefe-renced in Proffer 3(b)(2) hereof (the "VIVA Limit"). Ing Page 2 of 5 OWNT-ER Patdcia AnnPaige 03M (2) Sale of Affordable Units. -Allpurchasers of the for -sale affordable units shall be approved by the Albemarle Countyflous'ing Office or its designee (the "Housing Office"). At the proposed time of construction of any affordable unit, the Owner shall provide the Housing Office a period of one hundred eighty (1.80) days to identify and approve an eligible purchaser for such affordable unit, The 18,0 -day qualification period shall commence uponwritten 'notice from the Owner to the Housing Office of the approximatedate the. unit is expected to receive a certificate of occupancy fTom the County (the "Notice"), Such Notice shall be given no more than ninety (90) days prior to the expected issuance of the certificate of occupancy, and the 180 -day approval period shall extend no less than ninety (90) days after the issuance of the certificate of occupancy. Nothing in this Proffer 3(b)(2) shall proh&t the Housing Office from providing the Owner with information on income eligibility sufficient for the Owner to identify eligible purchasers of affordable units for approval by the Housing Office, If, during the I 80 -day qualification period, (i) the, Housing Office fails to approve a qualified purchaser, or (ii) a qualified purchaser fails to execute a purchase Contract for an affordable unit, then, in either case, the Owner shall have the right to sell the unit without any restriction on sales price or income of the, purchaser(s), and such unit shall be counted toward the satisfaction of this Proffer 3(b). This, Proffor 3(b) shall apply only to the first sale of each of the for -sale affordable units, (3) Tracking. Each subdivision plat and site plan for land within the Property shall designate the lots or units, as applicable, that will, subject to the terms and conditions of this proffex, incorporate affordable units as dewribed herein, and the aggregate number of such lots or units designated for affordable units within eaQh subdivision plat and site plan shall constitutt- a minimum of fifteen percent (151/6) of the lots in such subdivision plat or site plan. 4. Moubry Lane Interconnection and Construction Vehicle Access. a. The Owner shall design and construct a bicycle/pedestrian and emergency access connection to Moubry Lane, to minimum AASHTO standards of a 20 -foot widc pavcd acccss road and shall plaoc bollards removable only by emergency service personnel, to prohibit any other vehicular access. This will be done to provide a secondary means of access in case of emergenoy,. The number and type of bollards shall be approved in advarioe by Albernarle, County's Division of Fire ReSQUQ. b, Moubry Lane shall not be used for construction access associated with the project, except as necessary for construction of the Moubry Lane Interconnection itself, C, All construction traffic for the project shall enter the site through the existing access easement from Proffit Road. Worth Crossing shall be closed and barrioaded to, construction traffic until such. time as the first certificate of occupancy is issued within the Project and Public Road D is constructed with curbing and a base asphalt surface and the Owner has obtained from the County Engineer a written determination that the street is safe and convenient for traffitc, 5. Erosion and Sediment Control, The Dwner shall provide additional erosion and sediment control measures above and beyond the standard regulatory requirements as stated in the Virginia Erosion and Sediment Control Handbook. The additional measures to be implemented will consist of erosion -.ontrol practices as outlined in the attached memorandum from Scott Collins, Collins Engineering to Glenn Brooks, dated February 29, 2012 (Re: Estes Park Rezon' - Additional Bro-sion and Sediment Control Measures). The County Engineer shall determie, in consultation with the Owner, the appropriate measures to he implemented Design and implementation of these crosion. arid sodiment controls will be revi.ew�-,d and be subject to prior approval by the County Engineer. Page 3 of 5 fR i f� C 'L 4, 1 N".1 �'E` 1%9 G 1 N R F; R i 14, 4111 il IN R MEMO To, Albeuxvle Couaiy Atta- GlennBroolu, County'Rugineer Fro= ScottCbMis, PE, 'Re.� R�T.es PqrkRemning - Additional Rrogion -�ind&,dimeat Contro-I Measureq Date, February29,2012 NIn BrOO6: In -;w- effort to provide erosion and sediment control for the Estes Park development that exceed the CUITent aand,�A md regolatioas as set foith �-i the Virginia Erosion and Sediawnt Cbqtrol I-landbools, the Owner of the doyolopment is Villing to hnPl=C111 additional erosio�a control meui;tes. 'ftie addLonat mmures that Estes Pa.& v�Jl implemant upon approval of tlae County the Cbunt�Enginccr �re 1�ted below, '(In gddition, the Gojuity'F -tr or Emsion Control Im C _,agiu� - p� tor c,an require the developer to include or implement additiomat erosion control measures dwing the site plaa approval process 017 constmctipti ph�lse of development): G�,Mn�tment to finisbing, stab iking, and clos�% ocr- the perm. It by a given date - E stes Park s hall be developed in the (2) phases to easute tiaielly completion an� stabilization of -the first ph=e, p6or to inoving forward -with the second ph -.we of construction. All t!rneHn& for corotnction.and stabilization -v�U meet the, Albemarle aunty regul2tions, Conunitment -to independent diird, party professioaA, inspections and docurnentation, With `e to the county - Estes Rark shal hire a professional consultant to mview m. d I erosion cajatrol rnteas=es oil a -Wet,14� �asis, document the findings, -and provide these repolts to tht county for roview, 3� InsWiation. of a turbidit7 cultami - the contitctoys for Estes park sW instaU a turbidity cwain at the 4et point into Arbor Lake, 4. Inst -.&tion of reitiforced silt f�encLing - the use of wire -backed silt -fence will be wed along the stre,= and ea-viropment4 �,reaS for ad&d prutecd=4 IvIet-al feliellig or barrien, or doijbIe rows of A fencing, or otlier extra requiremcmts wi�u be provided as dixected by the ooufttyen ' Qr to fl'uflier etha=, mitigation effofts. PIC 5, Provide adclitiorA, wet storage- and dry ston, ge ia tlic tra, ps and bairis - Sediment basins wih b e des, Igne d vaith 5 0`% a Mhfowal s tom ge -volume f or the wet a n d chy s t orage t o adow tht basins'to coatain all the riva-of-T, and hold it longer in the basLiti to allow sediment to fler out, Inaddition, the sedizatilt basins va bave alqereat conip-ntments that will Oow sed�tent to Hter out Pz- it moves through these comp=ments, The contractor will co,,Ljauall� clean. out the se6nent fxoin these compartm(mts oa a roufiap, bas is, 6, lnstalfa�on of erosiou contxol matting for aU slopes and the use of taciffiers in seecling aad ations - measures sijch as these vill, beused for instant stabilization SA sw� u1=1011 apPU * Practices for �ie development, to hvIp prevent erosion du�ng the stabitizatioa of tl�e site; 7. Apply redundancy in the des ign- Estes Park wia have a series of erosion conLrol =astires Stich as c�version ditches, sed=ient basins, reinforced s�t fence, bio- togs, aad turbidity ' c=aim designed and �-aszalled in conjvnction with each other to controll t�e sediment run- off from the site � Use of easily 4i�,stLed pre.-i-nanuf actured sat control devices - thege devices, kted fi-i more dttO below, A be mistallod to assist vith erosion control. aie�tsure,% 6. Cost lndex� BeSinning January 1, 2013, the amount of each cash contribution required by Proffers 2 and 3 ha b I s 11 e adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Index (WSP). In no event shall any cash, contribution amouat be adjusted to a snm, less than the amount initially established by these proffers. The annual. adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be the MSI as of December I in the preceding calendar year, the denominator of which shall be the MSI as of December I in the year prectding the calendar year most recently ended. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. This Proffer Statement may be executed in any numbor of counterparts, each of which shalt be an original and all of which together sball constitute but ono and the same instrument WlTNESS the following si atures: 1911 34M C I i *ffo�2 F VxJ r. OWNER Benjamin 3-ohnson Estes Cal I L_ - RlivW]Bend Manag ent, Inc., Contract Purchaser 131,y; Alan R. Twy ortee President 11, 1 11 11 79.1-0"04141 1 LIE Will I MIIII� �11 I 1� Page- 4 of 5 Inadditiontodiose types of erosion control Lneasurei listed above, Estes Park � committed to inst-.Lfing erosion control measures to 0,5sist in thc renloval of firie Particles aad ccofloiu soils from, the nm -off. These additional measures are proposcd -with th d0VCIQPMCaL tQ PrOt= ArborLake lllno't6 dcwmtz-eamen-viro=entA.feattires� FLIter soc�s and Floc Lap- Ilese rne=res are vsed as a trapping device to filmr therun. off t hrough these prohcw which speci4w in remo-mgdie fine particles and collo!8al soils frornt�e run-off, These devices -are used dovnstream of the project in conjuriction WiLlisih ft,nce and. along roadways to protect the drainage inlet Structures and remove pardcles I)efo "ileyenter the stnctures. ,;diy erosion control naeasu=s that arc installed off-site N'�L rcquat, an = ernent or letter from the Forest Lvd,.es HOA allo-wing the erosion control measuresto be instaUed on the Forest Lal= HOAproperty downstre-am of Esms Railt I Department�l seditnent basins - Des' n and construction of sedimeat basins -with a serie� of c9ferent chanibers to allowmn. nff to f illt,-r tbrough each chamber m the ri,= wiiile iczto-,74 the fine particles and colloi&d sol as the run- off pmses tfvough-each c�hanber and fitering device . The first chamber will be cl=cd out on a monthly bas is, With the other claambers being cic�med out as necessary to remove sediment that has acciunulaced within the basin Faircloth Sltin�mtr devices - tEs device ia -Addctl to t�e outfall pipe of sediment bvins and as,3ists in the fffltration =� removal, of fine particles and coUoidal soils froin the vattr before it5 rele;�sed from the b.1sirh 3, Erosion Qntrol blankets and other ADS s o� stabilization Meas ures - these devicts can be appEetd to and below denudcd areas to prevent erosion by rernoving fine ppxticles and colloidal soi� from the rum -off. NI Sun=M ms and 6ve'lopers ire commimed to designwad implemcatation of adchtiovd Egos Parl zmd its owne I ero�ion control measures and devices to protect ibe, do-,Amstreaarn propexties and environinental features from se&nienta�on, during and after constractioa activity is completed wi�h the development, Erosion control me�s-Lires, as listed above, are to be dcsigne6,=4M',StalI,.d, for adkional protection Above ;md. beyond the standard erosion conti sign regulations for devc1opment and construction activitics, These speciaLized techniques midthv, redwidwicy of these control measures are added measures on top of the standard erosion control devices to assit in the ia,31oval of seffiment, fine p�uticles, and codoid,.� soils from the ma -off from the development. in adclition, the developers of Estes Park will meetwith repats=t, atives from Forest L-�ikes AssocLation on a set moatbLy basis, or other agreed upon meeting schedule, onsite to review and inspect the poiat -at which. flow from the Estes Development en-ters Arbor Lvdw. Documentation of sedinienta�on into die Lake, if any, will be noted Mi the inspectiom reports from, each, of the meetings, TEese documerits will be kept as recoids throqgho at -the construction of Estes Park and wed rn de�_nmine the amount, if amy, of sediment that hss entered the, pond frorn the Estes Development, At the end of the project, Estes De-Velopment wili be mponsible for remo-ving t�e amotuit of- docunientQd. gediment from Arbor Lake from these inspection reports, gs agreed upon by both patties, The intein is to preVent and reinove ariyse6nent f rorn Arbor Lake caused by co=ruction devel lopment of Estes P arkat no financial. cost to Forest Lakcs for the clean-up of the sediment from the consiruc�on activity of Estes Park Ofi SCOTT R. COLLINS U No. 35791 I'Ll NA Z Z Pz- I W, I Z�-- IW, .04111111 M Z M W Z W Z 0 Z Z Z 2� -, < 2: 0 2: 0 C, Cn Ln 0 U U 0 U U ry, U < F_ W M W 0 Z U 0 '-n > 0 < U 0� W U ne 0 Lou o- Lou > Z UJ W LU M 0 W LU > > E> W I > Ce W .04111111 M Q) E - M M 0 JOB NO. 102041 > SCALE CD r*1 r�l N.T.S C, Cn Ln SHEET NO. 0 -a 0- 2 2 (D 0- U) Q) LIJ Z CD Z LLJ 0 Z_ _J ,0 0 0 0 LU U_ n _0 0- X Q) CL 0- 0 0 3: 03 0 U) LLJ LLJ 0 _D 0 LLJ U) ;71 C� 0 0 0 U 0 > 0 C) 0 X E Q) 0 LU Q) E - LU (D 0 JOB NO. 102041 > SCALE N.T.S C, Cn Ln SHEET NO. 0 -a 0- 2 2 (D 0- U) Q) MATCHLINE SE HIS SHEET1 BENCH, MARK IS SURVEY CONTROL El, PG -14 6 POINT GRS-2, NAIL WITH FLASHER - ---- - if ELEV. 52b.53 AD EXISTING 8" 0 COLLINS IFx EASEMENT FOf U No. 35791 EXISTING 6" PVC SAN ITARY EASEMENT ERI8TTNdAA L 1435, PG. 492,496 15' 17 NCHMARK IS MH 0 SERVE TMIP 32- -995 FOREST RIDGE SUBDIVISIO 1 /2711 IN Cc IAP EXISTING 12" RC PROVED CRITICAL (TYP 458.39' TO EMOVED 4:5 1I LLI :D OVED T BE REiM EXISTING REEK EXISTIN 30 ry EMENT ER LOT/LINC", PLA FOX, (�LIFFOR E RUTH OHN ON SAN TA ESTI I 0`3200-00- -00-09-03300 TM 00'TMP: 032'00 ------------ USE: VACANT D. 351 PG. 4 EXISTING CREEK Lu tSLOPE IM -ACTS (TYP,) 99 EXISTIM', CR '0 ll.�".'tl�'D B 1076, PG, 207 L9 EXISTING PVC SANITARY 61 r� col EXISTING TREE LIMITS AREA _p_ SLOPES TO, REMAIN P L T DG AOVED D/ TO BE REM 04 04 Li LLJ TO BE REMOVED' KK// LO EXISTING 2-STORYRESIDENCEI� cid TO BE REMOVED TAX MAP NUMBER/LOT NUMBERS ADJOINING OWNER INFORMATION DEED BOOK/PAGE ZONINGNSE ENTIFICATION slam --- (D EXISTING CREEK ID 046B4-01-00-000AI ARBOR LAKE TOVINHOUS'ES ASSOCIATION INC D.B. 1138 PG. 448 R-4 RESIDENTIAL A - u LU 046B4-00-00-OOCAO FOREST LAKES OMMUNITY ASSOCIATION INC D,B, 1304 PG, 346 R-4 RESIDENTIAL B Lu THOMAS IN CI BUFFER _H_ FRAME HOUSE TO BE 04664 -02 -OA -00100 UESIMINI, 031 2858 PG, 392 R-6, R-16 RESIDENTIAL D EMOVED 0.6, 2645 PG247 R -6 R-15 RESIDENTIAL E ry 0415134 CRADDOCK, MARY IFAN D,B3285 PG285 -6, R-15 RESIDENTIAL SLOPES TO REMAIN R 0.5 1932 PG217 R-6, R-15 RESIDEt\MAL EXISTING < E CEMETERY 046B4 -02 -OA -00500 SHATTUCK, ELIZABETH NELMS 1TRV5T; L PEYrON HUMPHREY SUCCESSOR TRS ETAL D3. 1932 PG217 R-6, R-15 RESIDENTIAL H ETH NELMS ITRUST; L PEYTON HUMPHREY SUCCESSOR TRS ETAL D'B. 1932 PG. 217 R-6, R-15 RESIDENTIAL TING WETLAND AREA (NOT US ARMY \QORPS OF ENGINEERS 04684 -02 -OA -00800 SORENSON, JARED OR JENNIFEf R DB, 3762 PG, 268 R-6, R-15 RESIDENMAL EXISTING CRITICAL SLOPES TO REMAIN -02-OA-00900 SAVNI, AARTI AMAIN OR AMAIN �ANI 046B4 -6, R-15 RESIDENTIAL 0 /N,7,3'06)- ul 0 D 046134 -02 -OA -01000 SUNSHINE INVESTMENTS INC 0 vv R-6, R-115 RESIDENTIAL EXISTING 8" PVC 046[34-02-00-000AI -15 RESIDENTIAL WORTH CROSSING OWNERS ASSSOCIATION INC DB2819 PG303 R m 0 -02-OB-00100 R-6, R-15 RESIDENTIAL 046B4 KOZEL, NATALIE K OR SHAUN P GAINER Of B, 3452 PG. 048 N z Li R-6, R-15 RESIDENTIAL B -6, R-15 RESIDENTIAL 046134-02-013-00300 OUR ROTH, LLC 0.5 3052 PG. 320 R P Q46134 MOIZ, FAISAL OR NIMRA SIDDIQ�Ul R-6, R-15 RESIDENTIAL u D.P. 3257 PG. 2901 SEWER D.B. 1098 304 046134 GOLDBERG, GLENN 5 & LESLIE R' BRYAN D.B1873 PG032 R-6, P-15 RESIDENTIAL R uj 0 .303 -6, R-15 RESIDENnAL -NBERG R-6, R-15 RESIDENTIAL w NO 046134-02-013-01000 YOUSUF, ASLAM OR PHRAIWAN P D,B3570 PG. 715 R-6, R-15 RESIDEN'TIAL w 04664-02-OC-OOIDO HEPPNER, MICHELLE OR LEE E WILLIAMS D,B3507 PG657 R-6, R715 RESIDENTIAL (D 046134 -02 -OC -00300 FRASER, ANDREW L OR BETH K D,B. 2820 PG, 640 R-6, R-15 RESIDENTLAL z C) GRAPHIC SCALE R-6, R-15 RESIDENMAL D,B. 3372 PG, 200 R-6, R715 RESIDFN�TIAL u uj ARY SURVEY PROVIDED 9Y LINCOLN ce- 0.> 1. TOPOGRAPHY AND BOUND' 0 U) 046134-00-00-00500 PETCHEL, ROBERT G OR KATHLEE-N 0 D,B1685 PG. 014 R-1, R-6 RESIDENTIAL DID SURVEYING OCTOBFR2010. -1 R-6 RESIDENTIAL EE N FEET 046134-00-00-005A0 RUNKLE PROPERTIES LLC D,B4103 PG082 R JOB NO. 2. NO FLOODPLAIN EXISTS ON THE SyBJECtlPROPETY, PER FEMA MAP 03200-00-00-029DO MAPLE GROVE CHRISTIAN CHURC:H; BILL MACK, 0.13. 1406 PG, 729 FF 3. NO WPO BUFFERS EXIST\WITHIN THE LIMITS OF THIS SITE, ROBERTFOSTER 8� RANDOLPHL,FAKE U) 13) - -------- ON PROPERT _TIM R-10 RES 0ENTIAL GG SCALE 4. 0265 AC. CRITICAL SLOPES SHOWN Y -03-00-014AO IDEANDRADE, CASSIO VALIN D_B3391 PG640 EXISTING FOREST /1 �3 R-10 RESIDENTIAL 0.100 AC. CRITICAL SLOPES TO BEIIIMPACTE'D WITH! DEVELOPMENT FIELD VERIFIE 5. SURVEY & TOPOGRAPHY WERE D IN NOVEMBER, 2012.1 LAKES POND R-10 RESIDENTIAL 046134-03-00-01DOE0 BUILDERS OF ALBEMARLE INC DEED OF GIFT V) 046134-03-00-012130 MULLIGAN, CHR15TINE A D.B, 1721 PG, 308 R 10 RESIDENTIAL SHEET NO. B E N Q ARK" IS SURVEY CONTROL PS -'2, NAIL WITH FLASHER POI T El EV �,525 53 CONNECT� PROPOSED 8" WATERLINE TOZXISTING 8" WATERLINE WITH 6" T S.&V. 7__EXISTING 6" TS&V,I,N WORTH CROSSING SH ji iV" D -ABANDONED BY CONTRACTOR USING 641 EC.F APPROVED 13Y THE -AC S-AINSPECTOR .;EXISTING 6" WATERLINE k TO BE REMOVED BY CONTRACTOR '0 ;�A z��,Z J, p 1 V, C: 12+44.55, 7- RELOCATE EXISTING FIRE /--HYDRANT OUT OF PROPOSE "D 2 jo� SIDEWALK ig V. x� if 0 BE -PROPOSED 8' 22.5 PROPOS --- ifl-7- F IRE HYDRA _0 INT 4 a PROPOSED VAR. W ;T'iLAj 7"F 6vi MH1 -OPPOSE-D MH TOP -PR ift 4 -------- BENCHMARK IS ELE V� 8"X8" TEE 1IDT 3�8" G.V. DRAINAGE EASEME L —1, 1j::.: 4 ----- ------ N�_ 0 m -BEND 141 PROF __J k 13.0� walle if TYPE A -- ---- ----- ]p .:p, _J ... Ep if 0 PROPOSED VAR. WIDTH\ X if 'I T-7-, DRAINAGE EASEMENT PROPOSED15' J DRAINAGE EASEMENT.-'_ PROPOSED VAR WIDTH III f "A' b- -A EIVIEN F o L -f MH9 v 7' V� al A A ---- ------ - 33 MH19 34 4" PT: 11 56.6z P 12+6 42 3, �b F-4 -.I!!! 30 -5 L_j L) �X 35 48 _v, 56.59 Ep-, 13+ i if! ji P9—'7___ 77� E W� E N PIROP A .... .. .... 7 7 0 ...... PUBLIG-RO 4tt- NWAY A S R WI�TH�AC8� P)\ A UTIL 0 LA I T, TY� Ek (T V; 4 m Ii Rr, 49 1I`KQPOSED PROPOSE =D F, J J ,, - =_ Z 8 x8" TEE _0, iN ... ... \SANITARY SEWER IL \�a A, if PROPO .... ....... 'FIRE HYDRANT 0 28 00 50 co R ' 'N�b P OPOSE-D-8" P! I I if 11i JOH16 + F -q$l iIVVATERL-_ E. CiPOSED PR OPOS 0$_F_QAff' D.I. I AR*VS PR SED VAR xtc ILL PROP WATERLINE D 8��, SDR 3 -8 EWE� PROPO, I if i 8" -WATER LATERAL..-,----,, V�IDTHAbSA\ UTILITY----- E8`MT. (TY.P,)-;'�� 77- H15 "Ke z T1+0 A- 36 " q -p-r. I HHUPOSED 4" SRD 36 ---PROPOSED 'Ile PROP /i 7--4 V, I Js PVd-SAN---LAT--ERAL- b 0'' 1 ll 7/7 7,4 - - ---- -- WIDTH P SED 8" D.I. E\ ------- PRO RA DRAINAGE 2-11 D 27 1 TERLINE 3 52 I EASEMENT j 17 7 IN 01 If MH1 1 __J A .. .......... ........ .... WN V\ X 17 53 Yj FJOSED,- MH 41 C, Ri J Ail DRAINAGE ESMT 26 .2 (TYP\) 1i i'l P, 7-1- g, j 42 kl� I It PROPISED 8" v Z PROPOSED,"g" Q v 54 SANIT,44YjE�V z ER N < F PF C K, 43 -CH--YDRANT-1- J F... > x, Z If V bb _X11 X PROPOSED10' A 8'. TT 24 PRIVATE DRAINAGE 3-8- GV. G q EASEMENT X, E PR IVI H EASEMENT X t - �I m u ---- -------- 3 r 56 C) 1 lRRoPOSED8"D \_x MH 7 WATERLIN X PROPOSED FIRE it q, HYDRA T (TYP) 23 1 60 --b CC) ;K v Ilk- OH4 57 q 11+00 ............... 041 x PT'4"� 44 �41' 7' _`7- X\ V j 77— )0 P ROPOSED 8"SDR ...... ..... z-, _: �� _-,7 - - - ----- 2-1 . . .... 7_7 z Z N . . . ... ... p . ...... PONU d SANITARY MH6 j 0, v. I I ir _L_ r 7 lk V 7__ ij f 1 184-00 + . . . . . . MH5 164— V is J,,� CONNECT TO EXI 20 1Z 15 SANITARY SEW 19 18 W DOGHOUSE MAN L_PRQPOSED 8"S()IR ic,\- - -------- if 35 PVC SANIT! Alk' Y S ER i EW k jig i ilf _j -7 PROPOSED VARIABLE WIDTH SWM MAINTENANCE & ACCESS MO.. ......... �� 1.11 . ! , EASEMENT wl�: j I j t 0 C V SCOYT R. COLLINSZ 0 u No. 35791 p IONAL F, r L /Y. Z U-1 z ul Y ;A 0 Uj 2: LU 3;7 CL < 0 u 0 u 0 u 0 u u U) Ca < U) 0 ui u) U < ry ZD 0 u > 0 u 0 < w a- 0� Lu a ui (I. c� uj f > uj 0 0 ui 0 ui > > V) Lu 0� > uj Lu cl� > U-1 & ry Lu X� --1 —1 —1 T --i C) ["I r_1 I'D ou e%1 GRAPHIC SCALE NOTE: SOME UTILITIES MAY BE PLACED WITHIN 40 0 20 40 80 160 PUBLIC AND PRIVATE RIGHT-OF-WAY, ACCESS WILL BE PROVIDED FOR ANY UTILITIES WITHIN THE PUBLIC OR PRIVATE RIGHT-OF-WAY IN FEET I inch � 40 ft. EXJS'TING 8" a. Lu TERLINE Cy') YV (yi "T i, N -45� END (P) 8" ZONNECT TO EXISTING, 8" VVATERLINE WITH 8" _j T.S,ZV� A N v 06 N Q) N LLJ LLJ 0 V) W _j 0 ACCESS FROM MH� - M H 1, 0 SHALL�,:-BEDRIVABL��,BYTO.,F-�--,-,-, Q) V) ACSAIFORMAINTENANC�OFTHE 1-71 O_ C 0 PROPOSED AND EXISTING SEWER/ U_j MAIN', Lu < 0 A F— o Lu U) Q x SI\AH TOP/ 4-9,.46, 20' ACSA SANITARY 0 SEWER EASEMENT (D DiB. 1472 P. 210 ACSA 0 D.B. 1444 P. 422 PLAT CD U— V) -u c �11 4-PU U C) u I :D z U) C/) 0 LLJ 0 z "I w w LU V) 35 PVC, ry )J C SEWERZ u U) LLJ 0,\ .0 "3 F— Z_ F- 0 w 13 0 3TING p ER W/ HOLE -C E C:) 0 0 C() CN u Lu -1 Lu E 0 LIJ CP JOB NO. 102041 6 Q) \SM H co 0 TOP i / i ; ; j I i t I I � t � �, f ; I _ �- -_ , 1 11 / 11 I I � t I I I ; i i I I � I I . I ii ! I 1 4 i � - / I - ____ _______ / / I / 1 __ I I i ! I ---- I . i I f I ____ - - I i � , , I . --�-_- - � -� i / / l f f , I i - _. i I , ____ I—, �__ 'I, / 4� I/ P i i I , I I I "I, / f — I I I I / - - , � ! -1- --- " / ! I _ __ . ! V_ 1� � L-:- - - _ . I � ,� / I I I I 2 � i f _ - - / s i ___ 11 I it I ! J 1, - � I ; I I � , , I !_; I I , I r __ 11 I � � r i ___ . I 1� - __ 1. I I � — � I I . � . _� , ) 1 __ , I I � � . - I , ; �'ES: I -_ � � ___�_, i / , j � I 11 I I It i i I I i I/ NOT I I - j, r � f 1� - __ I I � I I ! - ______ / . I i � --I__ i � - - - i , I I 17� __ . I i / -, . i . , . � � - ; il 'H dj� � f z J, ".; I I _ I I 11 i � 11 ; I I I i I t I I I / / If / 1i I 1 1 . 'i i . I 11 ; 11 11 / ; - -- -_ _G i �,,� -H i'l- / I I 1 , i�,, / , � i ! i I i 11 ! --.,- . � I 11 I 1 . RM SEWER DRAINAGE EASEMENTS FROM PUBLI -ROADS SHALL BE PUBLIC EASEMENTS i I , __ I , �. BE I / I / -_ _ST0 j 4 __ N'C ARK IS SURVEY CONTROL � i J � I i i ; / I �- ALL . ___ - -j X, " ' ! f ) 11 I � . I A I i / i ; I / I � i I I � � �____ � ,, / /I ; / �_,_ i i / 11 / ! i ;' ' i ?�_--_____. I _-, - I I if it I " " f I I i i I 2. YARD DRAINS CONTAINED WITHIN PRIVATE D I/', "'.. __ POINT �F?S-2, NAIL WITH FLASHER �� / / � - ... ; ! � A.,i) 1RAI`�1-S` SH ALL BE PROVIDED ACROSS THE � - ___ .� I � - __ i i i i i / l \ % 11 I i I - I � I i , " _ I ; i f i I I . I I f "'i-, / 11 I I / --- - " --- . ; i - _', I-- i I I ; i / / I I ,� " I I I - --- �p_ - I // / i it / _� -1 1 I 1 ,I i i I ! 11 , . "�, ! I I REAR OF ALL LOTS WHERE SURFACE DRAINAGE CROSS -THREE (�) OR MORE PRIVATE LOTS'. 1��_ I __ -,--- - . I . __ : . � ,. f ------ - - ; / 'li" --- I � 1. - " � I i A 11 ! 1; / N � i _f I I ______ YARD DRAIN SCHEDULE j 1 1 , I , _ � I ; � i I § / I , -,____ __ E- L �� I / t, � ES - _ , ��V. 525.53 : / I I /11 - / I - __ � -1 — I / I A , � "I" -___ - - I � I I I I I ; I'D, i l f I 1 I �', _________ - I i / / " // - -')- I 1/1\ / 3. I SEE LANDSCAPING PLANS 11�6RDFTAIL/ OF ALL GROUND COVER ALONG AREAS,WtTH SLOPES�GREAT - I � I � I ____ _ 1''. "" � -�',-, -- -- - - - - ; I I I / / I __�: �) , %', � ""- . I I - , / ", /', i , 1 __ __ -, /' __ - __ - I f I I / ___ 1, ; / SCOTT R. COLLINS�?, , i � / 1 _, � I - __ _:----- ___ - 1�1 I ... . .- i � / i I/ ! /111 i �. \ --_.____, __111 I - ___q __ ,_ : , i � � - I j � I 11 // , I / i - I 0 S � � ,, , . - ___: __,__ , ", , - _/ ------ - ; . � ; / / / / s z I f ' THAN 3:1. _ i __ A (1 5" INLINE GRATE DRAIN) - � , - . If I __ - __ . / - ---- __ I / i /161 - .f / ____- 4 _.- --- I _��. 1 1, I __,� - _______ i I !! -_�,_--_,---___ t ___ ... i I I I I I . / , i ", �, I I __ � _i� 1\ --�� - / � - _z, I . " r-) No. 35791 - ___ __ I 11 I , i I ___:-___. I", t i i I I 11 , , I " i I I, l� RIM. 509.8 , I - tiv-::�: - - 1 i I __- � / I / " i I I / ; T I., ______ 4. i i iSEE DETAIL OF THE WATER QUALITY SWALES, ON THE SWM PLAN. -,.-.,------,---,- I---_ If ", ; -::_,_,.__ _ f I I /I r /11 , , / , - , INV OUT. 508.35 t �! : � " I � ____", , i-1.1 ; t I I � . ,,,_,, - �___ __________________ 16 1 . I 1� " f� _____ / ; I I /I -_ -_ -1 -- --- --- � -,-- __� 11 / - I i ____i_::,6_,___ "I I � I / I 1� __ / j , _ -- - j I I : . , - ---_vl_ - f-11 - , , / i I � ` "I ____,� __ - 1 ; I -------__,__ A __ — ______. 9 I , — if \ --_j __ __'_ -7/J' " - _ __ e � / 1 __ . . I - ,-.,- i / __ ,` / __ - 11-1 I i � i . / __ � , - 11 , , f / f I I - __ _ it I , ; �� __ —, — � . ,v _____::�:�� t __ i ) / .�� , — ___ ___ __ 11: I ,-, _::� i� -1 11 / / - _', __j '. ____ __ " )� — 11 \ I / I / / , . \ i I ., I , _ i / , . - _% I i �— ___ I . ;- I ------ . �Ii�l -- � I ) � ,�� i I . S'� S, I A-13 I , - . - -.- :� - �-� _:_:::_::�i _ ! it' \ I I I I "I" �� -1/ " It ,_ if / � I - I.- / / 11 "� "I" / :::. I - --------- - _11_� � 4 � '� :,: 1: � I :1 ". _/:: -IV- 1� _ _-, , �'21IB-7-" if 1, J / / / , I \� I I ___ ------ - ----. 1, i f ! i --- , ; ': _', -_1 � � 1, ��z,__,__-__ _L::z��_______,_ ONAL l/ e ,: --- 1 8" ADS NYLOPLAST PIPE !,/ �i ,-, , I t 1, � / ::�: : _", I � _�_.. I � ,� - - , �_, � \1 I -_ I I/ 9 14 I— � - . ,� I ; I i - i I ;/ : _�_ .1 ,:: �7- 1 1 �, 11 / / /' 1 /' / - __ 11 I - 6 . ,� �, %, ; I - . - " , � 1 70 LF @ 0.5% 11 9/ . 4 , �� I I _��-�-��___ ,�� 70 I 1_1 , . I . � . � -- / l I 2 I I ''. , � I I . I \ f � . � 1. I I " il . i - - . % I . , - I / I . I I I . . . . I I I , ft�-- ---�-:-,��_---��,� - ____�,_ I / ! / / /I ", w -'t-, . I / ____ - . . ..''_''. I .11: I.. I .. 11 ) ____ - �, . :. � /', , 1. ,:: : �, � I'll " � , �� " �7_,____ � . / I I I 1.� 40'TEMPORARY I r'.... I . � -11, � - I - - __��, _1 i I I �� _1 . �_p . I . . 1.1- . .:., � _ ,, - , ,. " -1 - , . , --- - _�_ � �- _ I / / I I /I B (CLEAN OUT) (R ,. �� t.- I ., � ... ,_ I ---- :���-_-Z7:!_ - - , IE I" GRAVEL DRIVEWAY / 1_! 1 � , I I , / / . I * / _ ::�: �� . . :.:: �_,�-�-_:: .. 1. - : I ::. - ___� � I, - - -- r , �� . .1 --, GRADING AND . ,: ::r/ ,. .., - - - � : � I . .1. I i '': : ''. , I I --,,' , , -, i I I/ ./ / I . \� I I I 11 - I -11, v I / 1 / . " � . 32 h I ; I I I I RIM. 514.0 T . � - �_ � � i , i i , / � I i 5 I I / I ; I - CONSTRUCI10N I / : ::: ::: I � �_ � 1. �� - , 1. 117 )6 � . ,:,:11: ie :: - : . : : �- I I / � i ----- - - -- � � __ / ______ // I/ INV IN. 508.00 1 . , -i�� " _�, I . I / i ii / / A I , , - � f _� ... . � ::: �'�,- �� �i I I I i / I , __ .- , " 11 I � � h 63 � ". , �: �. __ , - E 1, I - �, / _� I INV OUT. 507.90 I'/ _ , ,. x 7 - -------- __. _... , . � I il ( 1, : I I , I �zt --- : :: I -,-. lel - — - � __ ____ . _ :::: _ \ i - i � - I I `�'�_ P.0S CG-11,`�11 , I - F1 ,:--f �- _ _ . .. Yv. � ., �, � . . . � -_ . I I '. _- _1 I I i I � '.- D.B. 2819, PG. 303 1 . - I ;, I . 1, i i / I . � ,� __ --- � P � . i "I i i i - ______ 1 _-a � ,� ___1 -7 'I. -P � I 11 f I t I / I 1�, 11 \ I � - - zl��i 7 -- - I 1-_______11 . ii, f - 1�i� t � , I 11 I -� I - - -, , I , t / I I 1, I , /l/' / "it/ _� p __� _`��- i \ il� I /I I __�� - 7 --��,: � B-STR 20 / _��i�_�X�_.4 ,_A_-__--- __i I �: 0 . . _i - I 1, > i _,____ I 11 I ; I / //------ 5 - 11 / / I . . -1 __ t i � I i / _�,i�� __ I �_ i � It , I I I "I . � ' . k I , 8" ADS NYLOPLAST PIPE _v_ i �____ I "I i�_ - - _ � . I . ,,k II" I / . ................... / _-:11-M - - �__ - � . - I .1 IR , � -1- z � / �. 1. ____ ."".. I 11 .: . Z��__ _,_� ... I - I \ __ C f I I- *-.-: ., ; :: ''.". . , ____ . i I - I . , ___x:x._ 1. �, � � 1, , _ ,%,!., -�� � : :':-i-_ � I . I \ I - , q- :.". -_ 11 __ J I i I . 25 LF @ 0.5% 1 1 ,_!�� � , .------ " - -, \\. . I , , � - . I . I � - NOTE: CONTRACTOR TO INSTALL . � / 11 i ; i . I . I u � '' I I I - _ I 2 I, _��, ... .� I . ?"�_ , , , - 11 - , - -- I i 11 \" i / . -, !"'....- I 1, __ - -_ , ___ � I I "- - ,_, I I � � -� - k ;. i \ I I 1 ".14 , - � , . , I � - I I . 1 '' . ..4 � , I I __________ I I I ,:� _: '. , - �_ _� � ,_� 1 / C � 11. ; ','.:,`,`, , ,. . , � � I I -, � I I , .. I " ,� - , 1, / SMALL YARD SWALE TO YARD ..... ��,� � �,�� �� IF �-� .,.:: �::: I I --- I .1 : .___,___ - \ ! I I � _ l ? ''! �!��l 1. � ,wm/.:::1'm k ,� -�� , , ..: �_ " , I __ , ____ / "11 v v i 1� _Zi________ / / STR 20 ___� " l :::::.I t � f :,� _1 :::, ,,,, ,� . . ,�_._��_ ________ - f �- I � i I ..... , _: - . >-�, . � , , .11. . I , 1- �, -,--- 1 __ / I I 11 -, f . � I I �, 7 -1 ____ __ INLET I t \ ; � �___ I . - " / t, \ � 11 . "� I � ,_1 - --- I \ I \ . '_ j � , -----!- , /1. / . 11 .. - -I-"---.-- - / __� , I I ___ It _\1 11 ----------- - " � INV IN. 507.78 / '11, , - ,�,� - /' / , : " / :,-_ ,:' I �, � , -1 - I F_ �_ ' - INV OUT. 506.40 (STR 18) 1 / , _ � BENCHMARK IS MH TOPI 11 i , .. ......... . , � �. ,., \ __.______ "I __1 - � -_ j � ;. . - I , " if ,_1 11 /._ - 11. 11 - -1 _ � 1 ____ � ___1 �-��_tflip, * __ - . I I _:_ __ / . ---_.__ 't — I - I , -, [71 g � / " ', o.,,-if,,i,4,_1 1. .: � "', ,�� 'PRO . WID H i _____w_ . - - . - I : . . " z i I I --�--_ -- __ 1 i � - �, � 1/� , ,,, �, \ ____--- � � i � . I '� ; � I i i I mft,� � Pif,� � ,,'�, 1, 1, I _,�, it j . z Lu 2: uj 2: (n � - I , , -, I � , ___ - I 56-i _'�' , j ;-, ,, I f if _�__, - -, I 1, i __ � I ; i , i/ -,- �- I '. , FFE---5-1 -- -- , '_ - DRAINAG EA EME _�Y�, __�24.43 - � , i / / Lo') // ,,/ i -, - .- ___ g.,� I 1 8 it h "� - iiiii�,---- � I I .1 C (15" INLINE GRATE DRAIN) I , , ,/�, --11- I _ M:1�4__ ;1 j i / . ; � / I---------- , � NOTE: CONTRA&T6R,TQflNSTALL - ; � ,iiipi !�., 11 i ,i:�i:: I" - 0 _' 2: 0 , � :-11 .1 i I __ �_ < 0 a� � ,,� "; � i �_ , I I I ` �� I I --,-----,,, ! ___ I if I' , I L i , , , L , -f§- - I I f CL /, � I ., .171 I i ", - SMALL YARD SWALE TO Ex _r1 N ---`�------,, I r ___1 "l, fil� � ,�� 7 , I , �ifll,:'d�:",.'.:��,L ��. \\, . I � I 1, J , i , i , ; RIM. 509.5 ///l` I , , . � � � , "I � 48 , I ��__ __________________, r u u , - - _� . , I _ "; .1 - � .- I i I .1 f - 1 rl- P I s j 11 I __. f , , : . � i 11 � I 5K`,�', �'11 11- / STREAM. 11 ','� i / i fj� I ,, -Z "t, , I I . � I PROPOSED _� DRA - - _.1___.._____________ - I i U) �_ r !;� �,Z�� / �. , _ ',:��rjl , �,���\� , ___ - � ----- r , , , , . , , , i :��:Jl , / i:��rjl , i:��,jl , , � , , , "/ 0 !:��:Jl ji", .. . i'; --- , i, '. ii i '. ., f'. I j INV OUT. 508.0 , 1 �. . j I ,,, I ,9,,( �, � i f . , ____ __5 _ , ii -_ --- � x I 1 " I __, ., - - _,� I I � - - , - ___ ; / 1 -45, � , . , � � - _- ____ 11-1. f M , , , , - ) I __ - - i , NA I .1 I � 3 - u 2: z I I , l;:0 f::iii�01,1%11 / , EASEMENT � ", Ld z 0 z I // i, P11 - (��,t!:�- , I I ; , ;j ___1 1i j \,_ I , ___ I I �1, �, -11-- t,�,�, -�---------- I / I uj = I_j -I � " , : I-, ') I � � -'I- I, -, i I% � . , ,,, - 11 i, ", �, \ � ! I - 1, -_ I _______ t I , I ,'�itg_ -, - I—— � ___ . ", .� 1, 4- 11 0 - . � 1 8" ADS NYLOPLAST PIPE " �- 11� , ir I— I lrl�', I L, ,�_\', . -1�1:1:; .. I . - - ��, 1. �, f _-, rf, u Q� U C�� I ; I ____ � � - ,- I , , , � - ,, \ I'� _j i � -, , - ,,,xmi, � -, , ---7,----- 0 0z C �' v " 5 lit/ I 1, il F_ ____ --,----- - - . if I .'-.�.�� Mftft.,�fw,,� ,�lr,,: , I / , - -� 1, . . I ��:ii� - ---- ---- � - ---I---- i z -D �!� I / 1 - '_ � .- _____ ____ ::) (D '' , . - --- C b, I ! ., , , � - __ , g . 4 , , , , " � ,� - , , , - . I - � , _. 14 ; _�_ " , , 11 I I , " ,� " I � . - � I I I ___ -i- , , , �� '' 11zf i - - 77.5 LF @ 0.5% , "I i �0ili!: , , i. . .1 .11 1� ., . / 11-_� , I I'l t - ". VDOTS "I �, �l,mmiipt�ft�; : ::Xlf.il*� .e;�i`&�. �,*�;.:-,i ", I ___-.1 ...... ____ I I it- __ 24 !I ' , , I , 11 W -,.ft- 11 I ,�;. , 0".1 �� -1--_ � I , I , , � mm�,imn "m _� ., ml�ii��, ii, ! mw-,� ........ 001 .1� . I I I/ _1 -_-_1 _._____ I I t, . - � \ - \1 I - " ---____--1_-.1 I I I - I I I - -1 wmww�, _11,1.1.11-il", - W. I w" A � �m i%., , ,� ...... I / I I --"-, - �_ � . ,� " _ ! . - - , � DOT CL.� IF ��, " I , _______ (A � . 11 I __ __ ....... L;��_;;,:,�,? . ,..:.x.:, , , ,��,.I, " e_ Lu ., .l1.1l,11,;N I � - —� _��_ / I , 11 \ - I- . __� , 71 �` M :::: 1:; ��il� " . - , I I 1, ,, I i > - 11 t // I . , 'i I I ; I I - � I . I it I i . I ; , -\ %-, - — I �, pi, 1, _____�_�, � 11 &-�g PAP I I I I 4 1, i , D (CLEAN OUT) � I I l � � , � , � � ____ - . -----f��--- I m" , I I / \. ;.�� ,_:���� � \ \ �1 " �, , , I f ; I t t ! I i : '\ , %, I 1, - -- - I j � 11 I . , ; , ,: -:-.- / RIM 51 1.00 / / ,y I ! � // -1 I a / i i . . I ii �\ \ �,�,, ,�, - \ D VAR'WIDT if 11 192-r- 1 11 I f/ . J� i . Z � ... .... � '� 2 �, � ' ' - 1, f 1,-) -t I �0�,.,�----__ I / o i ; ------ - ---- - - -- --------- 11-1111 ,�, E I I \ "" � I f - __ - , ... � t I j I I I I � ��PROPPSED ,. , i � I I i' 0 101F.- I, i---,_,_ , INV IN. 507.61 -IT ; "', I . I $� �, i- --t - ._1___f_ - \ . �, ; A "I F �L %j, :1 7. 1,". �' z I ____:�Z " � i I ,,,� 'v, i li, I 111. I 1, - -_ A 141 *1 I : 11 ,�f --------/ [ i , i I<, , I I �,� . ".1 , I INV OUT. 507.51 lf� , d . wl I ; t � �� 11 ; " ..V,� 1. __ ___.. I-, f r - - �j , 'IT , i___ 0� 0� , . . , � ; I ! 1i \r, _ , ____ -------- - i ___ I , i f ,/ I I I lFI .� I E EM �j � I -1,_11, 1, \ i ��i i I(---- ______\. I . . I I i i �11 - " i Y -- % �\ I � I ; t I � I � _\ . N �� �. I, ; I ; I ! I . I � � - ," 11 -H:b14 25 t - 'I FFE=517.50 i `� :..� : I __ i��. G ", It I f I / , i f � i I , UF�� /1 f�'3 \ 4 - . - 7 1F I _z__ > . � . i 'i 1. __ I ; � - " 1� 1i � .16'\m' A�t _50w�_ ". i X 1-1 _� , / __� 1, __ .., "� I ill I 11 I , � C"ti .11 x - ! -.- . - D-STR14B / t __,__1 ___A 2 Q. .. Z - I - - I T , I ,, ". ,.- . I \ \ /_� �\, I - � _ Lo �j if , ,____ 1, I _________ ___ - ji ! I f �� , ! 7; , i , J , . i ii QAR=516, I C: � i � I I ,- � "s 'r ,q\,j I I it I ' �! GAR=512.92 I ' I I : .1 1, ! "IlT uj - V B , I I ! - I N, ,,�<., ., / ,��,�\\ _,��'V, \ \,',� li 1, 1 i I Q� - - i, * I --- __ __ 5 . ; u =F(77- 1 1 � - \ __--______i f "I _,", 8" ADS NYLOPLAST PIPE -- .__ - _�, u 4. �__ \ , I VZP 'v � 1, , I � i�, 11 L I 111, Lu ,� i ( ,9 /' . . \ p"N - , 11 _,_ i I ; __ , - . I I li�if,�----_, , il- - - .. I - \ i � \ � � i � - \ __ �" --1 ,. 1, - , 61A F=505-50'' 1 l! BSMT- _51-Ij '' �, i �iv , I f"', LL < C7) I � / _ 9 11 'A � -, -, , i, �bpin �, I i b, � 1. / �114 211- -�- ________�__ I I I � ,��, I ;,a \ _I \ L I I -rri i __ � - I --,, 1. �\ :�v f __ -1 - _,_, � v, , ,,� N !I "-,.! I " I "i i- �� il_t�%_y co I \1 iW 11__� , /, "', I I i it I I 1- � - J-1 , , - - � - � _1� 1% " \ ___ / � � I �. , - � . ,� � , � I 2 if I I., :� I - I � � i _-T - - -- __ __ _� I 1 i ' Gl'�' ,,',!'��_4 , ,�', \ . :. V � , �-,C-� _v � I �)Q , I r - - ______ I L" I � I " - I - f � f TO " " ,, , X- " , - I , � _� � , I . , � I "v . ! _ � 3.�'�--' '_-, _, i , =�,� . -i_- � il ll ... � , � i - r ,N � 11 / -7i - ____ - - - - ��g 1 ; ,i ______ � . ��,�,�N' ',I I I � " � 1�_*��_ - __ - , I y I i , i I . \ I i , /� I , U.", --- ,,, / , 1! I i., � . N ,,, -�, � -. \ P', ''I ri� ,�, � \i, \�, I I I , r_ , , - - - %' GIN �N, - , " 0," . I I --7-517 1 � ) > '' -�_' ! _4��fL� 'N , " �"\ I ,;; \ ! . f i � - __ \ \- �' ' � - , � N, 5i� ,�`--�___ I ,_ - - 29 LF @ 0.5% / �. ) � �_ il ,'�-1-4�,, \ w - - . , I - � �, __ I i !j � I - � . I 11 ��_� \ N � � � ,. / \5 ,,, - -i j , --- STR14B , ,� I � �i�� - FE T - � b0b k� -� I / , I �[ L� :!, J� 11 ! I 1 / I I , _�,_ \ �,,,�, \ , � \\ �-)rlw ��'J. � �p " , 1i 1�,\ , IPW � �, 1�,4+ V \ '�, - I J. k'. , , , - -, p � --,_7--_ 11, � I / ., 11-1, I it t � _��. I I � -1 - \ , . Ltt�.O�jj ,,- I - I I I -1 . - I I 11 I . ill i I.: , 1-11'' � j 1) -:9f , , , . I 1 /, � � i 1 v � x ��_ , jA 1.11 IF If , , . :, � f .1 -1 1. I . i i �' \\""-- " '�_� I \ \\ � e :1� �, -1 'ZD - I ,� I INV IN. 507.37 - / - -11 - - ___ � __ I 1 I i � 3 4 L � . \ � - 11 \,-____ �, . , - / . � __ IN it i i � 7I0% (0,1 \ � . i I . i, � � 11 , I � 512. --- I L I- " -- 0 / , ,, , I / ,�,� ''! I 1 04 ��� - � \ " . , " .,�- ,�, " 1": � � I , I.,% I 'ni C� 0 I �, � _�,� � L____i.____ 1. I : : " i -5i�, . ;>�� N -, , ,� " _� � _ � L_ �� . 9 2 .f Pi 1 i :x,, Ni,q7- .1 i � I c .... 11,_ 1 ..... ,- ,I - : _BSMT7509.q§ I I � V - ,_ "I " � \� -_ 'L� :J , �_ I i 0 . / --I i I ::: :: � , - �, " � ; _ (r . ! i INV OUT. 503.41 (STR 14) CD / � � I \ 'b'j ( 6 \ : I 11 ____ . . _,__i ,i I 111.11"; 4, _11, I A l I . .1k, , - - , __10. I \ I \,\ ,,--\, ;_ & id 7% k- I , 4 1 p'-_11- - I I + I I A X -19--00 i :: : :, .:.,::: I r ___ _� i � I G 10 1* �\\N - I \ , � 4 " \ N-0 - .1 \� X v I I-< il I 1 c6 ;2, - __ " /I i �IFFE-6 � �t � , I I � I , , I "I 0 13 . C;J ,,,, 1, " - -1 >% � . !i2 �! '. _: , I - I �, i --------_CS ! I I � 'f ' L ' � � � i � 1i �.:,_, \ , - I f ' _ ____i_:: . 1�v - I '! 1 f, Lo"', 1--, ,, - - . � . 1?!iR ; I I .-IT ,� i 47- �g "\�� ,-�, '\-- -tv \, . ! \ - �� � f I . - I I i �-, ,, � - 'e;�� ________,1_, -- 7" , . , T A � , �, i -�� -7 � ", - I � _�& .7 _r - . . y2s G " , " / E (15" INLINE GRATE DRAIN) / . ' i 1 '-1 " � , , ' .5, - , \ ", 506. 7 ,� ., I I -, I � 1 3 " � I � % - ,_-- , -,-- -` �' �. .. - � � � :�.l i 7' -I - - __ I - I __ , ,� , \ \ � _I--- % /.0/,,", I ... _____ ____ ---- I � I I I / 1, -� / ` -��!` 1. - , .1 _�, � - � , - 505\ 0 --' I � - _ ___ I I _rj,!,,i. - I /> - .- / , , �_ ! 1 1� , . 1- I. i . - :� 11 1, � V , , .1 ,I _ " ' . ,. I .4 � ,. L _ I I I . I � GFX � ,I _., 1, i I fGAR=51 �.6 , i i 8 I �b - , 8 1 I - I'll, �� __ � - � , ,_ k - \1 �, 1�1 j ,47,/� ', -i e .;� : jD Of 15j I / 1. 1 ''. I . ........ i - ___ I i - '-"I '\ " 50552- --i 1-1 - 1:;,-t . I LL '4� Cf) ; i / _- / , . . I - I I / - I I . i , � � I I - �,, _�-\-',,_-�� ", � \ --- - I ''I , 11: :1 -, _jl, f , , ff I ", INV OUT. 508.8 1 / 1, I _e, , t L . __-,____. - 11 -, .10 1k ,� . - 11 � _ __ � �, , / I T J � , I , All I , 1, s �p YQ __ ------, - li .11 - 1', _', i i : i jj _11t j :� " \ 7 ��_ RIM. 511.80 - � 11 //11 _,� �, / -1_1 ---- 1, I ��i�l i _ �B_qkz4 10,1�25__ _, 1'� t 1'� I �, -1 i_ ---- :: ,.. ,\. L \ ��, f ; , I �,_s ! _ - - I � �, / - I , _� f 11 /i - / 1- , ,11 - I � :1 ir- f _J- \ .1., -� v - ,, %� / __,_-:�� _-��,,� . 4 ,. __,____,!��__ ��l i .1 I I /I / i 11., I 1 11 I - , � I � I , _�, I - 1 1 il-_- -, . i -1 . , ,� - \ \ 1� � ,� " 505.117`-7._9V, `�,�i,_�-_ , __ I � , �_ ___.__ � 1 I .. � i J �.�Ii. i�] ,� i , , - \ � 11� ------- � �vv- . . � ____ __ � ; / - __ _�__=-.1- - - -517.6 7 �itii 4 ., �. 1 �j �- , "\ ; _,>.-�_ W,',' 2B k � , I . I ! I _� _ -, � _�, ,_ _ 1- , ' �.:�, I.. I .. / , . 11 - V� ,--.4- � 0 r�: ---- ,� I- i __ , I . " I _3 11 11 . \ '. I I- � �j ---- ----- I I ! kA � I / . , A, I , i � , `� - ' � 1 I I i I I [I / E-STR 46B I � It , I __ i I i___13___-' ;,, n ; 1u.1ju \ I I 6 1. - %, / i ! I I Lm, ... - z , jii�t, t I (_1 , ,>,_ " 1, 56,3,; �----SK � -�` � I 11 - I I i I - - -- - --j-, - i - Li �___ __ I ii -1 I t , I I . , , ,,_� - - i . I , , � : , . 10 �12 7' lf,_ / I - ____ --------- -.i � "I I 1 - I - I 11 1 1 GAR=517.17!j � I ,; %- , - - r, . 1. :��, 1.11", I / .,� m / __ -11 , \ I - _________________. I .... � � - , I ��� " ,.,.,,, I I , , i I ,� - ____ _ ���. - 11 -.1, _. I , I , 11, . , ��`,\�,,--5-10-99 \ "" , . ,kjj : L : . I 11 11 1. , , . b7. L�, OiN N, ,----- 1 " � 1-4 1-i 1--i -1 , -i 8" ADS NYLOPLAST PIPE � .� 1- �/6.9%0 i . . , I I I / A � �3 1 1 1 ! __ l / �� , . 1i , , It - . , w f / I i " 1 . - I ,,,- - , I 1i ,,i�l ., ,�I-\ __ __ _� - 1 . . � - . \ � jI, . le , ,, � 1. -el ..." " T i I - " j �! i, . I BSMT=509.; , I v Nk \, 11 -it- e,:-! to j T7,06 1 1 ". " CD 11, Ill . 22 LF @ 8.0% z � I � � t � i :::, ; — --I I , , ��,5 1 ��,, 1 ....., � I — I . : ,� : . i� : � " , i . _�_ : I � // __ - / r,j -i 00 I I , , : . I I " I / " m " __ i I �,/ � ._.iv, � , I ; I -, � I ' I _�, I �V, J,)� U 11 , I I - �� lu \ I � -_ ��,_-� - , L . .1 I � I I., . � . I I ' I �2��,,!,' ,O,, Ii , 11, / __ __ �� --I — r�, I iz -1 -, ji � ,i . T I i , I �In , , �� \I ) �,f I , I ! � I _�," . FFE-�_l 9-/ - ' . 1:: I I / :i:i:�, , . - �L ,< %, ,_�__�� / I � \ I (D - I i I i 'i� I i � t � - :t�\ �-� 11 " � ��: �- _ """ l,-1 1-i ko - �e , ; 11 1 1. I \ _11� �, I I I . 71 I -4r.v LO it i-- f,- I I - I - : / I ; Z . .1 I 4 � 67 i - \ \_ �., �,�i__,_, �' � 11 i_ � - ___ � ' I I 1, , I , I ` 1% ----, , - = � , 11�+_ I 1 , I i it it _ , 'I 1 , I __ ' ; 11 - I \ Gp"� , ___ " I ji�. , 5 1 � ; � j � f i 1 .�5 3 i� ���.. \ I'll I i I - 1 =517.9 ' i , t� . , il, I If � , - i � -, uj Lr Zi 1 1 � o I i ! I. I i I 11 ", ,�, -, - ',__-� � __ - __ ____ -.-- It.' i \ ; -1 _'101 - I I � ::.:: r: i -Iii � -.7--11-fl..�.� ... I 1� I 1\ ";� I . I . 11 _,��A j - t - ��., I --- ff; ,�, 11 I - ____ - I I ! Lml-�AY-13=;2jjv�0 , � J , ,/ -1, __ - 1, I I � ___ � � ��i " ---, ,�)- - LL -4� CO 1 ; r � � I , I -'-- , " - _----I . 4 I i ____ , - _ __ _ ---- - - - _� I z'r r \1 I - �. \ __��, i 11 I " I . I . � ; .1 ; ( � I � ,,-- , , -' ' i -- 1 if __��_ _ - INV OUT. 506.95 (STR 44) 1 � :11-, C ']� / 11 I _p4______, _-, - �, I � � �_ - � , � k�!_ �::�::;. i �_�_ ; I ; � .,tj STR 46B I - It , _ GAR , , 1. ,:: " i I - � � F; --- !Iu, 8 i:,- i , . f - 1 . -_ _�L ii- -fi, _ _L_,; X11,11 , - \ � I -- -�,, 7 .1 , , INV IN. 507.05 /1-,-,/ I I I i , ! � ii - X ��,' :\_.�� .� � -,. r. :: , ,_/ ___ I 1-11 \ ."'," , -_I_ - �i _� _ ___ - - - ____,__1_-.____.1 ". 111 f I - I : I I .o i �_, 11 - , 5--v - ,��_u uj it �_ z __ \1 � -��.�,,------------ -- I .''. I I I \.. 1 11 I > �___. - I _ I I ", / .. 'I�� I �) I— - " \, 1'%'11 ," ,� � � �11 , � ______�, - " - ._� I 1 ! , i i ___ ' _ I Ir':, :, :�� , , - �', A , 1 F-11 ___�, �1. , ,� I . __ t."', �! ... -1 . \ I - �1 I ` , , , I ,I i ---.-., I . il 1i � i� .... _�-- - --- I' I - I i i I , I , , -5 FFE=518.50 ,��, 'A if _1-f.41 i . il��:::��"!,;41 I 7- F (15" INLINE GRATE DRAIN) 11, , i'l J F ;/ f i .6/ � �Djb 1. 4 "?". 11 7- , �� � � . . I., �,,:,,i fir �� lzls'i _ - .1 1;.;;� / ", 1% i , i I I - ,. VXXXX.. if . I-,' , �11 � ,- '�-�---!�, �_� i --- I -F.'j /_ _�---�_�_ " I A I --, i L I ��� /�� vr-.. __ I i 11 I . - 'A , __ I ; I � \ I . 1, , - / r � I �: I I r 'J� -1 I I I i i i ____ . I x � � �J, �i' - 1�1�� I If =506 �5 - � ll I I . � / - " � i i I —.--A I ; i , i !GAR=517! I � " f \� ` I , , . ; _____ j 1; . : K, iz l_ RIM. 507.0 I . � I ; . " t i � i, I I � �: - �%\ I -- 11 ;, � , � ,_/� I,?' 1i I , 1 1 1; I , . : � :. I � Ij - �di - r" , ,� i I I . . '' 44 " �1_ . !�� ,::j,: ': " � ��� i i ?" " � I i i 1 t�§MT=509.75 ' 'i - ,, 1-1 I � , rl . ; i i - 96i ____flli� I -i - .. I � j I I ! I,- I iN " i I—- I , _' -1 ti- , �r, � - , 1 , ,,L- j " � 0 ) 5, 6'. j t - , i�i 1 �6 �� <__\\ i r � � " �j, ,,� I 8 �. i --I ��-�� i�_�_ INV OUT. 501.74 � � I ,j iK` w �� :i�iij�� " t , -,-1 , \ � � 1�" - , �� I ,. 1, I 1.1; &N,j 1 -1 , I -1--, z ., - �- I � Y�� - �\ -� � � 1 , , � , I `!lii!.1 // t �_ �, � f 11 I r I ! ! t\ , ccit LO t I- I . 1 � � . ,� �! � \ z \\ j[ J_ : � 1 1 : 1"; , I \ \1 " .- ,� - ,'?, 1, I . I 1i i I __� I I" ,-- ' I � � " ; I" 0 n, 1�) , i . I'll I I ` _��bvl, � Cy) t � � , I Lo ,!, � " J11" " i ,�, I ___ ,�;�f, 1 f -FE --,-51b:25_ I i ., ilL! !,� W 47. - � _� 4 0 r-lr_- ,", __� � :, � :L. ,_,�, , 11 G 'if 1- '/,,� �:V,`_ I I __ 51iL,4911 -11 .1 � I I I 1, \ I _\�,",� I., , �L 1. i 1 4 r ,- '�: , - - , - , , > 11 � L -4 If If f--� I.-, 0' - " I I L , , 66 1 �r � . I-,' -564 \ � I - , i, , "'li, _1� 'IV -G � I i__ . I I � , i 11 �! il q-, i , , �:, � I "I ; i I �! -11 � : 11 - , �� - F i . , Q , : 14 " , , - \ k " : . �� 6� \i _-�- ____ �!____ ! 7 ! I fl- �,,�, � T_ -, , : , 1 1 7�',� " I f :1 - __ --t I t, f 1 GAR=517.9i I I " , % � , ,, 1. �1� ,-i 11 , _�, - ,, i ___-4i I A f." / - - r i f I I Nj 11 , , ; I wl- , , ill �' _ 'I T-7 Lu Er z �/ P-- � i jr, i ;. __ � I . - "O" ` .,r<",.�.vj- "o * , � � 9D I �l I I 11.141111" 0,� I I I - . _ - I 11 __ _._�� Li- CG -9D ' ',-I,-'-" I / / � � V, 11 I ", \ lb - ,\ -i_ %:j ca I k // . i I �- 1� (" i I .... _ ____ I _�11 I "� �- L, , - f,i " - __ -:::� � , CY) � I � I I - - __ __ I _ -,,A - * U- % 14� co I � 4 � I , � ___�_1 �111, � � \ -1 I ,,A, f, �____ 1 8" ADS NYLOPLAST PIPE ,.. � \ f --- ---- i �, . .1 : i� 6 ,51VIT:��51Q�50 11.'i . 1 --,i I i! !-L-,- ,-- __ � - I ,� �'1 - - , 11 \ � I I .__ - , r 15 , ,1 %, I I -, 53 LF @ 2.0% 1 f i i �1 i ___ __ ,--.-,. I � � L -, , �, 40 1 <, ,� . , k5 1 .-____._,______;, � - - I :� ----,:�-_--- �, , , __ / : . _1� I � _,, ! 1i if � -- \"-,8 ,l I 'T_� \' I % -'-i' I - 51'.� JI I ,�. ,- . i � I i _ 1,�� ,-- ('� ,,� � . . ----- I , // __ ,IK�,-, � , b '\ I �� / . i �i , - il N � " , .p '' 11.1 I � I- ,I - ___ ` , I 01 , ; ,q i �; --- / - ---I-"-- , � ", , ,�-- �� F �.4 , I - ---,,I , I , I I r----------,, �.11, i 1 7.17 l . , . .17 1 . I `_ � , � I I � Ii il �i, � "", CY) " INLINE GRATE DRAIN) ; - . ---' - �F- -- --- 5'Ij , " \ " " , " - . � . . / ' G (15 I I / ! , I I _\ - ,. "Nile � �/ Z \ 1, \ i if " � , i � , .1 /Ill / "' , - I. I _�L' ,.._ -- - --- - ::� - I/ I . I I . 11 L -Y , I � �:� 11 ", , � "I 6.6 1 . 11 I'' I I � -,- 1, '-� 1 506',,92,' _ . , ,� - , - i� . .i 11 I �'. L K - '� -V ,* /// //\ L . T ,11 i-, / / � ; i I 1 I! I " �'�_ t � , _____ -t. . - I I '. , N � - -, `�, , i I _�:,� -, _ i �, .� __ a :,��:'� � !, !� --- �k' �, , , i-; � - , �, -----,-. lk _____ __ � ___ I ' i �-, 1, I � __ � - - I I " ",11 - , ," - .8"", ` I , - � RIM 505�O , - I i '. _� � �� , � j , ._ �1_ _d - _.�� I !GA�R=51'6.421 50 " �A ,\ \, " \ - �\ - 1, 4-75 L b i, J 9 2 iii !'S! j 6 I'll I , 0) I I I ,,.il-� , I , . .- _ I � � 1: .. - W�--50'3 92 ,,-, , ,<\ 5F N� " b, �, ; I -11 -, I % : I i- , .O.. , T �j , I � I .�P � � 'L '' 7-- 1 . I \ N _ INV IN. 500.68 1 �, . �__ I I X \ , i _\1 - � � ", 1. __ � ", t I I I I a �� - 1:,',�, .". i 11 �p. \ ) , . 0 '\'4' ��,,, �1, L � 7�� 1,11— I , ; , 1. . z I I I , '. - . 11 __ � -11, -7 ---- _ j i 1 �1 , � i � I " i , ij!� 3�11_ _ \_1 . , - \ ) \"", _\ , 1 li I . 11 I I I _ - / ,,,��"',',", / " . . � I Iii, . - i � \ , \1 , " , �f��,\, 11 - _� \ q I I , . �. j I I � . _____ , i I I � I � �, i ,_ .1 . � -ii - I , ! i , - � I I I � , Nt , - � INV OUT. 500.58 � � "I ---" i _, � " i � Q) � \ - "'w- I �, , I �3 " i,Fll��_ili fe"L ..., � . , - F I 1 !FFE:t�51875 I i!'- I f7 � . _ r.\-% . ,", � 11� _ - / � I ________ j I I i !, i4% 0 I ,\-p - , - I'i-;";, I b ��) , -___..: , / ,/ _ I � 1? " i I �. . . � . N% �, ,,, 2` - 1- � ,,, . . .�, �� '__ I I "I"- I , //\ i � i I ________ I � � � , I - _ k, ; _ - � 1 65 ,,, 1 j, V I , , __ ---- � i__ -1 - - " -, , amwom -------- ___ I ! 1 I I I i I I �'. ,!" � 1 38, -- - ON . -,�rf , - � i, _ 1\1 - " - CY) 711 I - 11;�,, .11, "':�Kl "', ,-, __ - l . � 11 � \ �b 3- ". 0 > \ ,�,�,-` , -1 - lb-.---,- \ ,, � I � 1, : I , , / ' '� - '. . , �> / "', � , \ i I �:: I ____11 - -'-T- � � - i � - ! i I i i �:j ", � . ______;. i "'; , , , � � ". _. /5 - G-STR 42B i ''. i : GAR=517,42' .... _ �,� ,1 11 � - �� , , , , \ /,�� I 11__ I 0 10 _ \ ; i - :j:: ; � I t-,---- \ V, ,P) 20'DRAINAGE � " " - ��' " - " � � � � / � I I; _� , , _� . ii - -1 -t , , - --- ----- I 1 1,, . ! i � , �_ r .42 ,--- " I I '' !:-1 i L - I I �� 0 " " _, �,A, 1� It, , . -, .1, i! i '' \ 11 I I - �0� " , (Z7,/., AK. VvILj,km _, - � . , �,�:- ;�11 "I 1, ,,'- -ji I �� L I � - � �'! 1.4- . � , "' '. If i " 'i � � el--.� oifr� go, i \ __ _ _ :fl bjI .17 \ ,�,\ 1�:., " I L? I - i � F- .. I - - __ I,- (�, -�' " dk��, I ,,1 /,� 1 4 t�, .C. . DRAiNAOE (" , ", . 61 LF @ 2.0% i I I --- __.1._______ � i - ---- --- -- - - __ _______]��, I 1 . �, - __ ] -, - _V_ ��'__ 'L 1 <3 " I" I , IV I , i � \____ I _j 8" ADS NYLOPLAST PIPE f I , f �`, I 0 x " . , � /� , ii - ,� "', < i , �, i ii I Jp;5-m-L7�0- , ' ` ��'_,kl),�N, �, �� � � _�C � __ I , L -F I - 'Nt� � \ , z - I I ,._ , 1�� ___. � ,,, \ 0Z b 0 9A � \� , I 11 �,,�, z ( " I , "i I , / . I 1_'N �, - f �!=?;, � , 0�i? , / I ,� - I I I " C) j, ,'! __ .1 I I --1 I" I . - i _ ::::::; - . - 4 ' I I ; . if�'AO, . , tL',___ 41;: � � _ _\ m �1 11 t i !, i / - � �� _ ------- �-_ ---- - _ -_ 6- , 14;,�:9511 ,, i! � . , ,% , , I 1. ,� 11 � �'\ \ \ '. f'j, , 14 EA,� �MENT _ \ -__ \ � P - - t '. � . I I ty, 6 11 I ,�,-/ , '� _', " Dt % .' L -/V '_ , si':!, - � t --- to'�V) 'jI',,j'___ I IMOUE(RY � f 69 I * \. I I I - '11.1.6 _,_ , - _ I I . i , i - - 1-;4 -- � - , � �, , <, � I .11 I "_ % 1� I � I � I I .... I � STIR 42B �- 11 � �7 I � ,�.� I , 64 f I _ I 'N ,-� -- ,\,� - \_ I ," �.` �� , i " I- f ` \1 i \ It (N � . I .,�� . 1.1/,�� �.l w , IV " 3 - � , 8%, I - ROW I i I ,---- . . . ..... -.-_______ , '6 61.4% (9 i � , --i i ,� i � i I " , �� \� _� I ,, 5( ( . INV IN. 499.36 f 1,` i,` i , I I � a � ii. � 7 , 11 - . ...... 1,_�_ , ) _?� \ \ N.x - - N _p ,�, \1 I -- I . i - � ! . \ � 6 bt�\ ,,,, _X I I . I. .1. LANE C I - Z'� \ I 0 , I , - "'k � � � ! i / % ; I ,� ,� `_,�.,�\ \�.�\��, � "I . x M'4 , INV OUT. 497.36 (STR 42) i 4�D I " 0 ... � . I �. I / I' --- \1 I,, M 1 1 - 1� � >, ov";, � � I .. . // / V, , IT C, l, _ \ \/ " \ . <"",j 6-'), 1;3� , I \ , . \1' 1, - .. _. LL I � � I z � � 1i FFE=517.7E ,,,,C ('r 11 ,-i, � " 11*� , I � __ � 8 � , I_ I E= I � I I 11 __ � I ,. �il� I . "I , � .; , I , \ � \ D( I w 0') o (j ; - 1. ! i - I 1 __� k -4--- L_ � � i , , , I � 4 . � \ 2: � t � - � � , �' ? I "I A , F 1;m , i � , � 1\ �) I " \ \ , )�'\ I 1, I i f, It ___ � , i\ \ z . , Ili -0 y I i . - I , . ' I Z I— - �,� . \\ I , 1, I I ',IV- !i!!!� 11 _. I " i \ N (5 1 1 A � I � I \ I ______v'11 � 0-" � I I _ _-, 11 � I I - Jfii I , � , � f f i � � GAR=�'5116.4,i' ... __ - I , , �- -�- , ,� . , ,\, _\ 1_?"IINAGE ,1A?1v1 I. I - ;j-, � --- � ____�_ �, \ - H (15" INLINE GRATE DRAIN) 11 AR: I , 1 1 -, _�_, o �,o " A , , i�ii,� . � - _____ . / I \ " \ _____ �: Q) - =_ I ; I _ �__--� —,- --- _��,�! i, �') ) 1 i � I I �_ ' 11 � , I", .�,L I "'� -1 I : �f Z�Z-_ -_�- -- _ �., - - 2,_ C��.ff I -l", I , , I I ,,, " � . ,< ,�., ,. l� - I ..... , - \ I U) Ld I . I I I I - '� ' � 6SMT�5LI9.1 , IN , , - % (*(�, `49 , , %,\_', I " It Ij. ., 11 � - - 01�\6 - - I F I �\11 __ 1, I (N I t � , ,, " I " z I , � �', L I -11 _ - .- 11 I - ; ! � � I iii ,it i�, � ___i, �,t�� LLJ . � I , � � , 11 -, , � 1 ._�, \ , , -, '�� \�,, ,,,,, �, g, � , ,_ . , -ii, 08.92 " I - I." \ ! . ./ I �_� i fl. _._11; � � , I \ \ "4r-->,- , I,N,�? . \.�,�� . 61;_ ;., � __ ", � P", .�% l"', I \ \ I 11 INV OUT. 513.7 1 1, i'l i� ., I - r Z, I ;<, 0. I 11 i - - 1�, I I ", 1\ "I 0 1 I L. 'i C ,_ I e,�, ,1- � 40 I lr_- 11�', ,� I I - \ .", -, I 1\ \, \\ I I 111� - 7 " � � i,l� " �, i , 11,111. i I i.-- � I e.� I i, 1 . - r_!j ��, Y'la - -- -- � --- I, I I 'D ,�', 1 -497' f117 . , � , / I .! \ -- - ---- � � 11 11 I, .. < -0 z I I I . ,, � I i ; \ 'A I - 1�_, �/ ,�,.: �V/ 1- c)*! I % I I. , 1\ I -1 L�j I \ _"� � I I I I I I , - "I I -i ,, I ., , 7)- - /i � �lii�, _` ,,, I � f � -----------------L- I -- 1 6 FFE � .... .. - "I - - _ , '0 10 , W 0 ,) , RIM. 516.0 1 - 71 (n I __ I i I _� I" _1 - _1 , 15 , __1 I � I i6tir " - , , . \ 1 :::::: 11 . " N _-� / :: 1 // I I , '/ V,-/ Q� ii� " g I* - 11 "I' _-1 _` \ I 11 I � I I YD=5G9. ,,..��i��5 i F � r ,C I , _� i \ \ _� � ; � -- -�� -�, " 1, � /1� 1� I I 11 H-STR 58 , / _ � , , � " � " _,." �, ,,Z,,,7�, 1 > i . :,C):, . �, , ( I - I I __ . I 7 __ F -H �j 4�L0__j GAR=5,114.6� �_ , I - � - C V) 7- i f i I I . IF .--n +:. i I . 1 96.',3,3� �,, & I I NX -41 / �� " \ Z i 8" ADS NYLOPLAST PIPE . I I 1 � f , I .. 11 . " b � , �l � - � , � // " ", . I ;1 , - - �\ i , i 8 : I I A, '. I , ,,�- .-- "b , iff � : '! , ." : -, ,' f �,. II , �� I I I I z --G _j I . \ ,"'r<N R�' NY ' � ��,�,\ """, �,, .:, ii, "I I I \ I i i � I I , 7q-. ;�--'-BSMT=�07.�'�_,__ �;,! t , , N � \ , � \ . , I � . 1, (,, �"�, 1-44 i1Z - , 11 1�, . i ; i ! I , , 0 . �16 1 1 � -, � I I \ LLJ l-------.------- . . .� , , ,... ; : �, I I i C i 1�-J .:� , :77. I, ___ " � I 1 I , � � \ " ; -C 6 � . . � \ �,- 1-2 �-,_:f'- �, ''. I - � ', - y ,� " � ,I, � I i V i ... i I i . I I � \ - - -�,,t,\�,--- -,- -- , , � , , ,", ""'?.!!� . < - 1 ; 79 LF @ 5.0% i ----I g ,,, _ : i . , : cy( \ , : 111�1 , I � . .- I 1.1, � '1 \ � , C) I � i i -, I . 5 i, �. L :::�:/ A � "' 63 1 , I � I � I 11�'�!F � 1, ; f * , I \ ' N \ ,�, \ \ " ,�) �', i " / k u� (r . � l I I I I , 5�O �� 7- 4Q / \ i 11 I 1"', \ _0 - � I -1 f , - 2 5 _` _,", : " i i �� L ,,, . IN , , ", , '. I , I 1 I � .��, \� ,\ I /- I � � I FE= 16 2 It'; i . �, , \ ,. 11 �,,� I , I ___,/ ___ '_ I _j I STR 58 i i i -� IT" .:if.: I I " I - � � � I , __�_, � I 1 1, ; Z i_> ,/:., L C 0 f- � I I �, I � , �, \It I I \ I 1 \ \"� - I .. �, I � 1i i I I I � � IGAR=5114.92tr I lr'i '', '' �. '''' 1 � -,-!I , ,f\ 1� f '.. - J� -f.- z _j u "_ I i I i I � - 11 - � - . \ ___L. i % . I *1 I \ I - � � , ;- I i! � i I - I— -, , t� 11 !_1 __ --- 1 . I i I , � . - � " .1 - .1- /. ��, �7 1 . " i, Ii � � � 1 - (A 4 , INV IN. 509.75 _F_______1 i � P;7_71__�' , '. I . , 11 I -'A �v 21 1 11 ve - 11 c .1 I d I — I � , �, I :, f� � 2! � j 1i � . — "'.., > C6 � , i � I \ OLU , , 1\ � � - C I ; i i � � '_MT=VQ7�50 : I tj lj_i�_ ____ - , _., Z �_, 'I'll, '496.67 ,I A " ; I ___1/ I � I I " � I f � l /I __ -1 I 1, I , I i - I _ __ - - "/ t '�- , i I \ 6 Q) � I i __ � �_ Y. I / I I , \ t I _",�,,� -1 I U) . I , ,_ , , , , I I I � 19 �� � " - � i ; I iz� - "I I � _ , , , /, / , " - - N ", -, I I If � I I .�` �t , 1, // ,_ "3, �0 - .,5�fif �,' _,�, - � I , ____ ____ -1. � , , - I I I - , M -1 i ,_ i I \ I � � 2, - INV OUT. 508.75 (STIR 56) 1 � I � 1�1 - __ "15 �5 " - / C � i , ,/�,;`l �_ _ _______ - T- N � 1� I ,�� ,-" - -1, - __ I ,_�___' - __ , - 0 - I / ' ,� , FFE-51, , \ , x '. U) UJ < _f - 3.42 !i5T2.: . , <, W� ,-\�?, --,, " , " , , __ .. I � 11 " , _1 ', C,b " - 'V 11 .. I � _/ .0 I 'R ! --- ----- - - � . , , 1, . - I , �0 � , syl. / ",-? \ ,__ :: _� " k9 ui - I � l I __ ____::��L__:�, I 4 f,'�It;, � \ J (15" INLINE GRATE DRAIN) I I "I /� �:L_ , I _. � , �; \ I \ I ,,, �, 1, ,Q I , � 1, _j i j .. I , 11 <_11 I xv , - /I .- - . ii , _d, 6 ------ - .1111 I -1 -*/',. 1, - ll ", 1. . . 1'/ ,��, V3-'& �p �< �� / .� N, 1� I" " I/-, � ....�[ i - � , . \ / - ", I � ", .� �'. / , v ,,, 1� �", , �'11 � *.. G Q) 1.ii� T- Imiz i I-' � , 1, 11 I , . C: .- .. / . / i, � , � - 116 "', , ' - 4 r// �, , % I I � , RIM. 497.5 - / I I _ - GAR -'51 1, " `�� �,r<, ----",-/8/-. �, " " `�_ , < , , , , I I I � A \ ,I xi , \ \ , A I .1 \, � ,� � , - . � I . - I � I IrM_ ' 4 � 1 , -, -- , , , -/ , - � f .. ,�, " 4 L�,__p , I " / 8, � /\ x � I I I I � .. I I 1 ,7 : if ' 505'.75I 1` '" ' " i""___11' _� I 1\ '. ' z - , ' e w-- _< , :1 " / " � � a- 0) f I MT= `� ' " '4 �,.- ,�- - , - ; - \"N\ ' ,� / I I ; i�____ _____ i -7/- N O'� , __ ,� - / . J I � 7* . �i � / � 9 P! . , , 0* _i�,\,\\LL .L" I 11 �, �� \, --Li, 1� /_ -, , T � I I .1-1- / (7-i� -�5 � I 1, � -- f � . v" 1� -11 � I " , �w // / :L1 i _ L � I _ I M 11 i .1 I'll. I �_�_ � - -----i ... I - . -111, 1� - I �:,10 496,q2'\ /� / --, 80% / u - I " �_ I I 153-2 _�\ 1< IF, \ INV OUT. 496.47 ; I / i '�!�" t , , - __ I ; i i I � , 'I" I I \,� L �< I I 0 i .11 ., I � .. I _e' , i I I I - , -/ --,,<. D / , - � ", ,_ 1110 /,) /,�� 3.1 / l:r -,-------.. - - -1 . - - (52 1 � . I � I t ", 1f,"I"', 11 \ , \ , - , , __----- 1-1 / Ix- , ?: , I I I . - I . . , � 1\ 1� .1, �, I I I,- , \ - I-- ',�) , " - I -I- � I % I \ i w - ."I 1 , <� , � , � _- I 11 // I .- ; i .:: I , � — _�,ilei�_,4 _� " (D - -i i. I fitli , :: �. � \ � ... \ - \11 , � ,\,> ", ', , ,� 15* �. 6003.g2", ,, , I � L., I � / I � � " " , J -K 2 � FFE:- . � I I �/_11�f -%% I I -1 , ,�-/ �-�-- - , 'I , � , _� I �,/ � I I 1. . I I 1� , I 1, 1, f, 11Z __-EV I � 4 -1 4 .1 � I- � _j __ V Lj1_'rX11_41 --.IL- 4Z.4. - Y6 � , ,I- . , I I 1, N� , \ -K7, 2' * L ; " 11 'o , ___ / � _' ' . ,,� , �) , - % 0 1 i , ., , ki " L i , , , � . < ! 1 , I I '' �, '. .T7. - , ", \ "CO. � tll - - v � - _ I I i i ' � .. : I L, v '_._ � � , v , I-, �r '-, \ / -, - , ! __ ____ `1 1 1 dAR=5 3. 1 . � 1 ,�vr_sz �M.4 , kA.V'�,O ", / _. I " I (DOT 53T -D. I ;, z .- 12" ADS NYLOPLAST PIPE � . // I - � 7 ' � / ' '! /. !,: . . � � -� � -,, , v --i-/ � / � _j 0 z .,- 0 : I I I a 1, - � I I 1, , 36B -,, / X \ 11 - . . ___ " / ,_ ,�, /' 11 / i - , I " " I .11 'N" I @ � t' f 1: , I \\\, ,,/ .) !0, \ /I 1, \� 0 1 � I I , 1 , \ " I V , 0 - it 46.5 LF @ 0.5% 1 11 YD=509.6 R , N, l "I "'f,'-% � . I- -0 i I I I I v I I 1 �911 I :�11111 1 1,� I ---- i 1, � � -01.1 -- .W�Al . . Al / / LL F ... 4 mi, M I - � - ___ _-7- "I (-_i '\ t \ IN I " � - _//�' I �_ f ': -1 - . , '� / - D I / 4 1 lo� � . D2 IN 'C�' I \ �, - W -- I , 00 , -S, 1 W/GEOFABRIC/ ,/ ,/ . lr� fn� _0 = - I ,�, I I i = ;_ / -, - � I 0SE , '. , �N .0, .) - / x " INLINE GRATE DRAIN) � I I I - i1_�__________ r,"� - � - -1- ,�,,,� , 1 .11 � i - - I---- - - ___ , � ., \ 1\ - � - , '�_ -1 / "I , , ,�' I '. . �// 0 i, I I / K (15 - � ,� , \ p\ r') - vx � . ,� I I 11 ," I - _i�� , \ EAS E ,..� I . ?� � \ell\ I , ,\ � , - m - f; - j,/ if I . ��. - . , , E , 11 , 1� " : .. I 'IF / / � '' , , � I / ! - . � i � \ j�� 1, V'8�_ ___ , ,\\" _ __ m / Z w __j v:::::t I I i I I i vi�_-D I- - "i, 1 1 �. ��\ � 0-_ � i f ! ; � F_ - \ 1,_? � , � - 0, I 1. Q) ::3 I 1�1 t_ r INV IN. 496.24 f I L - . ---. 1� , , , W` - I Z 0 ,� � � I ;[---- ---.--..-.---- 1� __ ! I- . 1 � 16 I � \ \ 2.0 \_ LAYMENT/ // / RIM 497.5 1 - _� I i� - 1. __� � 0 4� ,_ I I i I , , 1.11 1 42 "I'- - --- _ ,I 1'\ 1� � I -1 " , 1, 1, f,,, (W1 = 9'; W2 = i �`; L!t=-8,. b - I /, / / / 0 < cl� - -,_ � i� I . ' � , ,��� � , , I I ... - I ___ . .,\7, ) z . , I f i / , . , I I 1 . . ....... _ �. , , , , , % / , i . , C — 'P �_ le �z �. � j - i I I - , :ix� � : , ::. : : fi� . " \ , . I - 1_�, , , \ I ,�Z, � I . / \% 1. I . � 11 . j INV OUT. 496.24 1 1 ,I I -i k �� � ��, � ", , , 11 / I i - I � i I I 1, � ,� ", i 11 'iL 1, e \, '� ,�Iil -.�: I \� 11 / / \ �: I I 0�� I i MLL -�_'_ �- ", l'!" -\ \ // . -r--' L, \' - - 4'9jQ: "' / 11 , / I I----- i i __ / -1-- � _'� "� i 'FF6-5112.50 � 7, , FFE=51 O�50 ,1 I .0 \1 �, I - � 11 - - - . . � � I I-— \�Y " I / , "I ____ 0 0) ! / ..... 11-1 � , " 1, .,,._�, � Z 11, __ __q C i ,I I ii. I I � ::: : I , \\ '. % \ 1, ,., 1, 1--> / '� ,� N !\ _ ,�/" N � - 1.1�1 - i .0 I I I I " i - \111,1 11� �: 'It " ", ! GAk=51 1.1 :500. 7 5 1AND " \ "', �1' __ - w=4,,8R r) "i 1 _ _/ � " �e " >, _y __: � i I -j '-__ � . , � "" , \ (D n , -, , / , K -L ! i , - I ��l . // /-t , i_,__; ''�, \ PE - \, " 14", _� z __ �" L�:�,� , � I ) 1 1 , '. .:� ,_,� ��, ", . � i I I , , if 1 . I. 6 � � - I __ -,.., __#�._ I'�,� \ .- li-, -.,, 'T , il-_ , _ . � I I , "" - 1 12" . I — - �� k , . I \ -,,<1'1' - z '-< �, �. , \1 � ", , __ -, ,_ . 0 U __ I C. G, i- I � � 1 BSMT=503.75fyu 1% _�v 1. I 11� 490.42 8B I I � �, :9 \ - . i I I , -- , , � i f I I L) I I �, -111--, . 1� X, \ �' ", \ I I � , -� ]� � , - ., , , - ,�� - - I i k I I . " I " �! , `BSMT�=498I00 (gy, " " ., - 'PW=488.0 \ � _"� ADS NYLOPLAST PIPE I PROPOSE[ " C, I _ _ I I/ , , i � , IBSM I I PRIVATE DRAINAGE' � k I -, , �!, ��w �.:tl.,: I I BSMT=49�5,0 _ 1.� -�, �� " � " '. I I I , - , � Eu) 48 LF @ 0.5% 1 ,I i - � ___� - � �1� � � '\ \ ,.� ��_ f\ I �. 0 1 ", \ LJJ �, . \ . , -_ t � �?., I /� � 1� " _11", \ I i ,V---.�_ . I I , , �, .e -0 C , 1 , I � I , , , -I'A i ESMT. i ., -!------ , I 1 4 ," I ; I " �,-\, ! )T EW\2 ' 1'1��11 � ,, `�, ------ � BW=486.0 __ I , � \ �s \ C_ 0 I �, , , � - . / I WA, ��\ � � � i, -, , " �, , � I 1 1 - - --,--- t, '�l kT. , p ,------ �___� L (15" INLINE GRATE DRAIN) 1 \ - � ��,n 4 A � I I i 1 61 � 1. '" \',* .. i __ __ I L, :!$�,,,� �= - I I \ � ce , I ------__; — '1�; i vi - A - \ �, "I i- ? � . i __ , -�" — 0 - " I , " �, � CKI .? �l ,X',� u , I �,._ - i I I I , - �, FFF=:!3 I �� � ul � .., I � - -3 RIM 497.5 I I I � , "I 1 �� 9. j I i., I ;I i i ----j " I I t t � 07 , i I i -11 � I—, I � "", ", 1�1 \ ul CD ", i I i ' � " 11 - ��'. , - \ \ D < z -,- INV IN. 496.0 11 k -,� k I I 101--1 , I 1, . � - ��_" - _______ E U) -111 4 � �j "I \ \ % ,',_ � GPJ�-t) I I- * '' " D11 9 ' ii � i , I 1, CO 0 Ltj 0 1 , I I i / ... � , , \ --- ___ - I C I � �, i �s , - 1. - INV OUT. 496.0 1 \ _____.L_/ �___ ) , � , j3t5jv1 I - � -- I , � . . . 'I., _4�5%j __ I I , , - ______, " i , � '': . � t � �, -1 - _1 UJ U ______4 It .. ! � , - L\ 99.1 .1 ", , ,�, ,� r I , '11" -, L, , -, I i , . � �i'll � �. _�. , , '� , ,�- ��\-:,,, , ,-"-- \ -, ,�, . , I., 2: , 1 �, � 6.9 . , , , i � .- , " � I ., 11 '11 , , . , CD � Z: I , ., -,- - .11 fiL , �.., ��, '.." z 1��j� , \ , f t / / - I I � , , i , ,� � : � . � �;,�< , , , . . 1�', i 1 1- - ��__ ---. ,� _:��,�� � , - 1 \7��," : ! � % . ..... , 14 \ � � , I X, �_ L-STR 50 I I %, i I i ,� : �__' _-,a - Qp 1\ � ,� A \ I � % ,;��,,�iiiii�i, _ � - � - - � � ... � , _ � -, z , I . , i � ___ _! � I � - I 1� Z�_,;� i --.-, ,. - _ . I i � I � .1 _-, , I., , \ z Ln LLJ -U � I- I 1 `5- 1 .11: " .):,I I JW=:�488.0 I / 11 I 112" ADS NYLOPLAST PIPE I � (P) 20'DRAINAGE�_, \ . _ il. I __;,;�i;lff� . , � V � \ � it i1____.______ I I I k - k � I . 1-. 11 I . I L � \ : . :i.: I � r 67 . � I >< \ /;,- ... .�z j I I " ui (n E � I ----- _EASEI'AEN1,j k,--,,- � ------ L--------- - --- �V �, VV:: -.'I, :..::,. ''_,:- I ". I/ \ 1, . 1. � , ,,, �-`� 'N � �� . : 2 BW=486.0 -------- / �,_/ , - _ ,, \ I .,�. : . _. " � �_ �__ � � z "I _\ ,: . � . I - I �i` I \ I.., uj /� I I �` I ,I ,- , 58.5 LF @ 0.5% __ , � , , . . , � . I - I � ____ �� . ,. _,__-,,v_L,_�1 �4. I I � y " / 11 . - I- I - I r ., � -, 3 ------- �11 - , .1 �. . , ,.�.. I �, , , , - - , \ / ii, 1 I" \ , 11 � ___j 6 11 A ,\ _-,-,-- I � � '' 11��4�. - - _�r . t z � - �/, % �c % i i� , \ " � , __ 6, _�_,� � : . :: ,� I � - , , '0, I / 0� _, � `� 0-0 " 4 � __ ,_-_6 " I � . . I .: ,� I -N� _ � ... __ , - ,-,.,-,- __ , I ) i . I i *,- _', ,T_ ,�', � I -, - - L . . \ i i�_\� "I'l ! � � _,� - � !L--.-- - - I i I -1- I � .. �- 11 I ___ I I " STR 50 111,: I I ------- . � --e-bl"' .,I � I : _ - 11 . - I - I / V) (-) -2 -, . ________1�1d -,�$'�, � � � i- ,� .: � - �,:::: � I ": \ _� - I 'k. " ��\,\�,�\ `�� " " "�.,- \ "I I , I 4 .44 , 1� 17 1 � '.1 . 11 \\ � L . " 1�, I \1 -0 // / ,I � I - : ., . :, , 'd INV IN. 495.75 k L, - :." , , ::.. I . I / 1. I / i 11 � i i 511 , . , 1:� i, , - __1 - 11 11 ! I �J) Lu - � � " GN- 5()5.uy ____ � � � t , 1 , � , u / I ��:::, � _�---,� .1 - : .... .. �., I : I 11---< "X , ._ �, I � 1�_`t ,'I /I , � _x - " . ., �,:, - L� I - ;i�t " . - " / � ��`� �", � >, C i L I I � _� . , INV OUT. 495.65 (STR 34) / ____ � , 11 I I I I : - . , � - -- _ � � � I �_ � 1 " 1 i650 I ," 1_1f, I 1, . � � __. .2�, �.. � ... _ '' _Ii- 11 � . I � I I - C) �/ - _____ . _ TN=486.0 I '\ - ; ------- , c � � 12 �, � - ., , �, . A . Z, — 4 1 _�i� — \ I I . [ / � i ��!� __ � " I 1, . '' - __ �_ t , I 11 Q) - � f � i 1. I I- I _.--- - , i I . ; 11� . " , ,'; - __ � . " , , �, __ , -1-1, z 1� -1 M (15" INLINE GRATE DRAIN) - I'., 1_ .::: , . \ " " 1-11 " � _,_�,�- k �, i., II.BW=485.0 \ ll I ( - U I'll I I i '� ii __ �_��__ - -11 I i__j_��%,________ -1 -, , , - ,� 1� ___ ,' - VQOT STD. EW_/1 11 / I'll �_ 0 D 1 1� f � N__ i V"l , , i � L , - - E, � T. - t �;,__ 11, .. , " \' \,� ,� "f"', " f f � 11 � t_ �i�i� - - 1, � - I __ - , � ----� "I I ; !, . . 11 __ . - i T �_� - I I , '. - , , " _, , , 11 VDOT STD. EC -1, UL Al ; f Iii U) RIM. 509.6 1 / I ! I .. _ \ 1 � __ "I � \ �, I L 5 -I 1� _'... ---- -- ___ � C';'--' _\ _ , , \ i ". i I 0- I I � __ , I - j ! f _ ��_ L I ! i - . - � I ) uu -�,'lll. U - , _�� _ . � INV OUT. 508.0 ! i / !�_ ------- ____ � ,.l�. �, i ___11- __ , I : :: t/' i,;, I � 11 i NT_,5�'!4 �F _2 . r, , I I , j �� i �, \ - . . A i� C "I 0 � I - -, -.-,- ,,,,,,, '. i I I , , ', '� ��Q�4Rtr67 � _� -I--,' - . RIPRAP W/GEOF/ABRIC , I I ; , f__ _--l- 1010 ,�, - L ... ... :: _ .:.:: T i " I � ------- I k- - , 4 -, � � i, .- ,- I I I I � - 11 \ i . I "I 0 . , I __ A \%,, �� !.Ibll� I � F5�'\�\\ . I I � 1;_�', -��__,� , i. ___ __ " .1 \� 7 ,�, \ _ - - i , ! - - � ., , , __ . 5, , , \ I �i,, - j I Of .(1) I I I �A I \, _ � � � '. - _1___._;__1', 1, \ I/ _', , . T i I , i I I . � I I �, ., - i---- , %, :3 0 1 f \z i "� � � I'll ' I ,� _<_� , .. i -6 - ; I 1: -, ., , 1 t , ` �, I I I �� ", :, - � \\ % ! i L_t__,_i_*52uz: - I /_ j lk �1 I �.- i ,� , A�lj \\ v �� I I I L� . ", � �_�J:z I � .1 � o x I I I 1 1 1 ` , � __ -6 -�4.�5 '', '�\�, 5' _'d ��` L._ -L � \ ; NO -0 - f / I ""! ', '�_ _ \ PROPOSED CULVERT , M -N / , � , ��11, h I ; i L I �___ I 11 / I i Q) I I _____� � I .. � :.::: 111\i � ., 1, ,.j 11 . ii; - - " I TW=486.0 / - J, / 8" ADS NYLOPLAST PIPE / i - � 1 I if i g.�:u I -- I .1 I � 1-7 \'51'1 1'..", "', -� !,�]� F 14 1 , i_�* I - i (W1 = 5'; W2 = -1 _'��= 1 S; D = 1/4') < � -,i-- /, __ ,,, \ , ------ i f I 11 / I — 1 I 1i -,i-- /" I I , r!p I I � I _� ,� : , - � , I / I I �JG -G � --- --- L . I ":. I tt�, i 1. I I fi '. � � if I / Q) i , � I , . 1 .4 , ,� i i� - / I/ ! - - e 66 LF @ 0.5% � , � .. , EXISTI I \ L , q i , I. _�, � A. ff BW=482.0 0 _jE ias0_x1;;u_�n____ I �J .��.�, - �A ,A'\ . , I .. I I � 41 - - I - . I 1. � 'ERY � � , I'D k,t , — I __ �, , I , , V�. _,— I i i� � " . (D I 11 I , _ :::: �\ i ; —1 __ _1 --- I I — I I �!, 4, 1 1- - . — . / I.. / i j__________ �:.�, U_LME � �, � , , � i, I , _ . , � I 1, 1 j 1 � ,, 1 ;13 ", / / ;1 - / f ____ , �� I - I , .- lb . % � ! / Q) - 11 N (15" INLINE GRATE DRAIN) , �� s i t 11 1_ I I` t---- I— - 11, I " GP'�_-�� �4-6,6, L I I i "::::"_____PR0POSED S\(VM POND �/ f z , � � \ 1, 'i , I -, . / , — I i, � CD / � \ i \ _� 11,_ �\ ; . - - - 3� 3 3 -�]_, ' = -,j . , -z' FFE:498.50, I/ / 1.11 6 0 i *�*,'if `LOT, z - , i\ �. =E'5.01.00 ,I- J. , .V�. � / / C: "I, RIM 512.0 / j 81� �, 1, I 1 , \ -I---- ---- , " 1 , . k, \ 1(3AR=510.67 1 1 1 GAR __-_ 1 F_FE=�(O I ,, , � \ __'t � " .1 I SEE DESIGN DETAILS 2 i C) m i � � . - t, � 1, I -11, -, L ; / / - - / �., ;�g�, ) T -, , -, , i� \1 I tibm I I ; Q3AR- AR=49 SHEET 26 N �- 1) vi .! 1i � , I , - , _�� 'i / C I __ - - - _ I' __ ____J i , - �� t� JI1 _., 9.67 I 'I � __ I I I I .,, \ 1 17!�!_ , - � I � , . , I ; � i !�!,. ---.vvl - - _ . "I - L , - , �, \ . - - -1, 11 / i i / u (D -0 I / � " , \ � - 1 - , i / I INV OUT. 507.57 i - -_ 64 ,- . I': sl�i\ I ; I E33SMT=4 � -�,26' B Jul -_ \ - , INV IN. 507.67 'I - <"-- - __ - , - SMT=489 , ff / - -2-` ' =, -17 � � 1 56 ) .. - - � : d: T�=503. 5, 1 1 B8MT=501.00 ' ),) AR=497 u - :1 . T / Lu �_ 11; / 'I',, I -1 ,�: 11 �, 1". 1. � __ I .. � ,,, . I \ i �, _ -;,� ,-,�,_� / � J // / r -n Lu E - 1.11.111 - - _ i ---- - - I t 1, - _____�1____ - ROPOSE66' MAX SEGMENTED 6 �, I -- ---- ---. — __ __ _.______ __ ! I / / I 0 LLJ D > I � \ ,*- , 1i � - � � � i I _�, 1, - 0 I/ ! fi� - , - . 1 11 __ - .______, - p I L� � ...... ��__ , , _ - A � I = . - ,:. "_. - .... ... I , - --I--- , I 0� - , N-STR 16B ,"`________ , I - , .. _ ...... , _, -- ---:,, --,-7-.- , - -.,!, " I T , - - RETAINING WALL WITH SAFE/TY / / 1 ____._._,._____77� __1 - ___�_:'_ f� 'i , - ____1 ,, - � �,�., ".. � �.: ____ _;:,7'.","�_.�\, , I 1, 0 w _____ ;. � _ ,__ __ , " 11 j �. , � � I � �. -0 -1 / __ , .;;;;.�1;11'1 ..... . � '� I , _ ., '...., \ . , \ 11 - , �� __ ,�_ - I � o- - -, : ... �.�.�ir,��_ -j,_'�_,,,,,,r, �� �,"�,i.:,,,"� 'Lif". r, I � , , I / / I u') � - � __ _ �� . � / � 8" ADS NYLOPLAST PIPE _____ _ " :'. .. : ; 0000MI : i� ,,::m �: �_ ,,, ___�_ , I -<�_ i / / - :::: . . 1. i WFA � �, ,t":,*i =,Wmm.�, .:,,'....., _ �, __ Ill: 11 I - I / ; () i� " I _ __ -.- I ---- � .... :� , .... ... 1�,_ v__,/w� Z :. : , RAIL, SEE DETAIL SHEET 7 / _0 ' 31 LF @ 0.5% -/ - � 11-1.1. "' � I I r pi. ZO� �i � .. I . �.., : I -0:L � I (::� ____9 � s_______,___ J - ,� I / __.___.,_ , � / �;�� _______�_ � i .1 4 ' � '91 I , , . ��., 1. IN I 1'� , ��, I., ,.1vv1v1 1vipm L_1w_1114%aL_ &A rl%%�A%� .. / JOB NO. f ,- ________-_. ------- ----- 1- -, �- , _ . l� l:,_,i_ f ,:;;�,,,_,111111... '1�11'< ' 111,11-111- I \ __ - I . 1� ., I I __ L_ i / Q) - ilm�.'�,,RQN&IAMW,, �illl c 11.- ., 1, �t, 11 ' I 11 11 I " w p_-- ... I .1 1.11 11 I , , _- 11, �, -EA , , � I � / I - "' ' V __ - -, __ - �_ __ ..... . "' "O - - � I ", 1. , , __ - " / / ! "" � � 11 1, \ - ,.,��i���,i'�i;,L������.i",i,t��"',,i���,.!�,i�,����i�� .- _�111 � .. , � � \" , � 1, � 1- - I '_ . I () ,� i . , " 'I- . ", \ \ " ' 'L ,'.._ � , I . � Z'11 11 . .. .. 11 ..... -f,;-1, I 1- I � I ,� I - - . , 11 TW'L=51 1. WO//'� , , li,U�,,,�fmwkm - " � i, �xi....11 -;--',.,i,'.11 k ME , .S 11 "I I , — — I ; , "". �' - " / 1 102041 () (1) - - I - I'll ---- -_---T__-- �Z=1111 *"Rl::::::::x.:x. , I � TW= I / STR 16B � -1 - - f 'D _____ TW 9.0 \ 1, � ,���,,'M%::*N* ,,,, V. , ,_ i 486.0 I/ 0 > " . , . , ------ -- I � i � ;i:�*N:N'.�R'mlt. 4RQ / CO Q) / - __ CRAPHIC I I I , i ` ` ..... - - � ." ,_ , I � \ �� * :�*N:, � �,,',,�� - .. . I '� � �Ifi,%.:::tt �.:��::Q -� ;Zif - 0 � " , � " I - , ,-111111-1-1., _ffi,T�,�,ftg *,,":i, -,_ .... -, � �, / / co , 1_-:;:,1,,f' :,::�,.: -�� i ': ,;�_:_,, 11M%Mrlmlm� I - z , ,� � �� �, � 11 I 11 EASEMENT --,-,I----- BW=510.0 _\ 0.0 \ ,�t. --m-us _ BW=480.0 / .11, / I 0 U) - ,�� , ,�� ,�t. ,�t., W*,,,�t. ". ,�t.', ,�t._, b:=; ,�t._ , � , , --- " ", �' ;� '% I - ,6 Bk7,502.0 ,f, "", �. / ; > 7 r � , � � . " (R�20 IN GE:7 , �, fiM - .�r r � � ,� ',�� ,� " SCALE �, TW=5Q4.o �_ �� I ,1� / , \ � I INV IN. 507.41 , " " � I J , \ Rlmlmm — -, 11 40 1 0 20 401., 160 � ---- '1_1V\ \ L i'll" � — / . � , . '80 � . � / SCALE / INV OUT. 504.81 (STR 16 1 � , I -L, , , TED \1 I i \1 \ / -0 0 1 i I 11 -7d�/-- , it - J_ I � � I - , I I / / / /�/,/ 1/i � - I I " !,�, GR � __\\ I 'N I 'O D / ,� ., I � f 0 :1 ) I/ I � \1 . "I I A \ � 1 =40' '— 3: / I / I '�_ , - I I , __ ___ ________ � I I I � \ —7—/,---- , I " I - . I � I I i __._____,___ -, �OSEP7j MEN \ A I /' ) 6--, ,/ I ,� PROP , 8E�6' I I 11 � \11%, \ e ///` I - �, I � 1, R�TAINING"WALL WITH SAFETY " g i VDOT STD', EW -1 \ ,_",___`� --- I I I .� f I !I!� I I I \ 1) ___ l 11 " 11 1, � %� %m ", -,-- U) 0) 1-1 i ", I 11 "I �, RAIL,,,;SEE DETAIL SHEET 7 �, \ —1, L 1 .i __ / � %i c (n / // 11 / ,�. � �,� " 11 _.- t _ I I- VDOT, STD. EC CL \ " 0 0 ,� � ; __ ; I ____-__ ________,_,_,_ - � I I z , " - / 11 , ; - - 11 -.-- �, 1 . ,� 11 -.:- � I ,", -a I I I � I _-__111____ 1_�/ / 11 / 1,1 � __ _. �, _ ( TN�,FEFF ) ' - - I ___ I __ - I---- �� I I "' ABRIQ � , ,_:_ 4 I , _ I / , � - - - i1i \ , ,_1________- I I\-- I AP__ W/GEOF 11 \ __/_ , 1, 11 11 I SHEET No. Q) :5 , - ___ -1 ---"--- -- // / _-, ,_, � � / -.-- - I/ - , f RIPR \ � 1�,, /; / f // I/ / __ ------- - - _/ -, 1, I I jnch = `40 f L. \1 \ / __________ � - ----- -- __ �,, �, \ \ UN[ , �T � \1 -I---,- , _-, \ If \�,� I Q_ � I , V) / i I I i - -11 ---- ___11- 3 I - - I , ,� / I � _ I __ _ ., I I / \ � - `� i / - 1, - - I / - --- - ; - �� I �� (D >1 ,� li .1 � - —,— ______ !','� I , -1-1- — \ /, z _,__,_________,_ i I = I" � - \ / r_�_ - \_ � \1 I", 6 _E ,_ /I "I 11 __ ------- _ -, - . � , 1z I jW1 2= 1 4'; L,l 6'; D = 1. 4') / - __,� 11 \ - __ __ 11 1". _ -C 11 / / - _______, I I" � I __.- ---s- _.___.___ ___.1_1______, 1 0';,W' \ \ ,,__�� I �, - -, "I'll 11 -I- ------ ______. _", - , f; I --- _ __ f. 1, � - ,r - - . I � 0 1 / I A " , r_,� ___1 .- I j I , 1, I � . ..... __ \. � i __ U6-4 SUIBGRAS;€ SEE NOTE 1 PAYED SHOKXDER --*57 AG ELATE, 08 AGGREGATE OR CRUSHED CLASS M LET AIrl Ab VAADAMU GRADATION RECRAREMAENT (0 E OF PAVED SHOULSIER) PAVED SHOULDER SECTION ROAD ANG 14RiOCE SSTAMDARDS SWEET 1 OF 2 VISiVA DATE UNDMONN SHALL BE 'I.ENfiE•WD Ulbr-k tuRga>I',€€i G4ci'nA GEOTE:iTL£ DRAINAGE FABRIC (OVERLAP 1`,TI•" AT TOP} IsA4 €YaEN7 - UNSTA ZED - n'a sunpAsr B AaT fA, xLM3CRAd>E d6TL ET e SEE NOTE I #57 AGIGREGAFE, 08 -4 € IK ,' a.OKGATE 471 CRISRIH,ER p GLASS 1uEETi #8 GRADATION s f.01J :NAfAi€°. CURB AND CUTTER SECTION UF" TO ELBOW.IP 5 ELBOW I ' I$ P PIPE 6PERF03RAiTEO -- F" RP,PsrTEp 4 4HHECTION DIA TW OF PIPE CLLVERF I PRE -LESS AGGREGATE WATER CAST IRON LID 18" METER BOX 12" PRIMARY DIRECTION TKNCR )Wg A Ii A l '.L t, OT WATER FLOW - MMNAC€ ME ni if ....... _ .......... _.._ '.. 11111. F 0 C K(1 I-�p, H W" MWAR NON PERFORATED _ I Ol,h.ET I I'•�'I i 45' ELBOW 2'-M" Y-0' l + IF AI Ir -6- O. -s- 46- WYE B D r-2" r-2- OOfiiHGTITINI ,r i D •^• , i _ _. PdCf LIMITS Y , FOR OUTLET' l'-& UAX. 12'-0"'V-2" .T-3" V- `v PIPE To BEGN WITH v -v, s jiti 4S° ELIPOW EW •12 3�7. L NOTES'IL (TYPICAL) -. MAY BE REDUCED, UNTIL 'r ACHES A MINININ OF 4V E ENDWALL WOULD OUTLET PIPE PROTROOE ABOVE SiIX�DEW Et�MWALL R IN {tl4 NO SCALE I I ; STANDARD PAVEMENT ED EDRAN VA% IM19A DEPAR?TWINT sof' TRAN SPORTA14N I P ST If ;r I4 IC' ...�1;'t`'--' .''FaI�,E._{'. `,L. EI A. 2" 501 701 ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE I I DIA TW OF PIPE CLLVERF I SPIE OF IELiPTICAL PIPE. CULVERT ($PAN x KW WATER CAST IRON LID 18" METER BOX 12" ' SHAPE TO BE i4EVELEO A Ii A l '.L t, 11'-6" W -S" Ix ni if ....... _ .......... _.._ '.. 11111. F 0 C K(1 I-�p, H W" MWAR ! _ I 1° T 1' 9" T-3" g d I I'•�'I i 1 11 i !il: 31 : 2'-M" Y-0' l + IF AI Ir -6- O. -s- ! �I B D r-2" r-2- H ,r i D •^• , i __. I 1 r , Y , at-(). ia,-b" 12'-0"'V-2" .T-3" V- `v 44'-0' v -v, s jiti O'-3�'4-'-1':%4' , 3�7. L NOTES'IL 1y1.3,N: MAY BE REDUCED, UNTIL 'r ACHES A MINININ OF 4V E ENDWALL WOULD I i PROTROOE ABOVE SiIX�DEW Et�MWALL R IN {tl4 i�1LVEiiT iIYI REQ OW � CtKYE I I ; €t PS, i ti ;IT III i ,:; t' 2,947 3,146 7. HEADWALL AT T4€ OUTLET END OF THE CU4.YER'F NARY BE EITHER 50iUAA4E 2, THIS rCEM MNY BE PRECAST OR CAST N PLACE. EDGE OR BEVEL EDDE, 3, ALL CAST RI PLACE E TO BE 0 -ASS A3. FOR PRECAST SEE SHEET Ii A L 1DtO2LAWMTOP f - !!5✓1...:il ,'t 'j,.r OF (0- TO 4W). Ii. %` O MER MAY BE PROViR (m ALL EDm AT NA#wA!CTURER"3 O PTON, S, HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT 4' -VI OR 1MNGWA 14 OCCUR. O" -Zi" D 2- R ! i I i EW-iA i [ I i i TYPICAL SEWER PIPE I O'-SIh- O -4'/z" I iNSTALLA I ION 11\1 TRENCH 0,502 0.1355 2" 501 701 STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" GO(.AD f : Il Jhl.1A'I ]r.Y\l PSIA f LRIIA I?(; _ '' f C_)Uf" D I IC/ ,viA I EmAL ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE d fi1011 0SEE NOTEi DIA TW OF PIPE CLLVERF b SPIE OF IELiPTICAL PIPE. CULVERT ($PAN x KW WATER CAST IRON LID 18" METER BOX 12" ' SHAPE TO BE i4EVELEO A -' _ ,..,a _,,,, - ,..- - ® - 11'-6" W -S" 9-11- T-0" H W" MWAR C D r-+- Y -O- 1° T 1' 9" T-3" g d 2.2 A x°-01 2'-6" r-6" 2'-M" Y-0' 0'-11- P-0" Ir -6- O. -s- a -v B D r-2" r-2- H Mr ?_IO D •^• _ _a 4,_3x' 1 r , L DO NOT BEVEL INV ERT at-(). ia,-b" 12'-0"'V-2" .T-3" V- `v 44'-0' v -v, s Q' -.V/4- O'-3�'4-'-1':%4' 31-3" 3�7. L NOTES'IL 1y1.3,N: MAY BE REDUCED, UNTIL 'r ACHES A MINININ OF 4V E ENDWALL WOULD _ B ON 1#67 EPS OF THE PROTROOE ABOVE SiIX�DEW Et�MWALL R IN {tl4 i�1LVEiiT iIYI REQ OW � CtKYE PRO-tOT ABOVE FILL SLOPE, OITM SLQPE, OR SHOA..DE1R. 2.067 2,1614 1 2,947 3,146 7. HEADWALL AT T4€ OUTLET END OF THE CU4.YER'F NARY BE EITHER 50iUAA4E 2, THIS rCEM MNY BE PRECAST OR CAST N PLACE. EDGE OR BEVEL EDDE, 3, ALL CAST RI PLACE E TO BE 0 -ASS A3. FOR PRECAST SEE SHEET B. 014 SHALLOW FILLS WHERE ENDWALLS ARE 1' OR LESS BELOW SHOLIL ER THE 1DtO2LAWMTOP OF ENDWALL SHALE. DE CONST1iIUCTM PARALLEL TO THE TIAE RIM. 4. TM STANDARD TO BE USED WITH 6T14AI #W CIROSSNOS AM ALL WAS OF (0- TO 4W). Ii. %` O MER MAY BE PROViR (m ALL EDm AT NA#wA!CTURER"3 O PTON, S, HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT 4' -VI OR 1MNGWA 14 OCCUR. O" -Zi" D 2- EW -1 0'-W4ft" W-04" EW-iA STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" GO(.AD f : Il Jhl.1A'I ]r.Y\l PSIA f LRIIA I?(; _ '' f C_)Uf" D I IC/ ,viA I EmAL ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE d fi1011 TO WITHIN 2INCHES OF THE LOWER BLOCK FACE DIA TW OF PIPE CLLVERF :�j 10" MTNIMU hj SPIE OF IELiPTICAL PIPE. CULVERT ($PAN x KW WATER CAST IRON LID 18" METER BOX 12" 15'" 16" 21' OR 24° :7w tX4 9p" 33" OR 36°' A 0'-6" 11'-6" W -S" 9-11- T-0" r -O" C D r-+- Y -O- 1° T 1' 9" T-3" g d 2.2 A x°-01 2'-6" r-6" 2'-M" Y-0' 0'-11- P-0" Ir -6- O. -s- a -v B D r-2" r-2- H Mr ?_IO -W : Y-2" 3'•-4- 4,_3x' Mr 2' -Al 2',W L F �-0' 6 -VF at-(). ia,-b" 12'-0"'V-2" .T-3" V- `v 44'-0' v -v, D'-2I+N' Q' -.V/4- O'-3�'4-'-1':%4' 31-3" 3�7. 0- V2. W -fix CUMC YARDS OF CON%RE,i'E 4:^2Yt- 1y1.3,N: 00140. f"PE CA. PIPE 0.241 1 0;257 0.4142 (,521 0."7 1 0.70 1 1.3111 1 1,3W 2.067 2,1614 1 2,947 3,146 STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" GO(.AD f : Il Jhl.1A'I ]r.Y\l PSIA f LRIIA I?(; _ '' f C_)Uf" D I IC/ ,viA I EmAL UNITS `��f o^MI`�MUM ENDWALL FOR ELLIPTICAL PIPE d fi1011 TO WITHIN 2INCHES OF THE LOWER BLOCK FACE 1 12 1/2" 2 3/8- :�j 10" MTNIMU hj SPIE OF IELiPTICAL PIPE. CULVERT ($PAN x KW WATER CAST IRON LID 18" METER BOX ui ¢ SHNPE TO BE BEVELED WITH 23"X44" 30"xTii°" 34'x=* 38"X24" 42"X27" 45-x2r 41VIX32" 53x34" A V-8" O'-?!" 4'-1O" 0"-ir 0'-11- P-0" 11.14- r -4- B D r-2" r-2- r-5"` p ?, Mr ?_IO 'R'$" r-4" 31-01 r tw 2x-5!' #-10" 2x 7. 21-66- Mr 2' -Al 2',W r-tv 2'-6- 2.-0" F of -a" of -6°11 w -R q Di .T-3" V- `v o' v v -v, 'D' -v* H 2'-i0" 31-3" 3�7. 3"-2" 4'-a,, C-2" 4'-511" 4'-7" L b'-51 T-2- 6'-Q" 14,_21: 1Q'-21' w-tr t2' -r' 12' -Ir S r -1r 2'-61 2"-IWI 3'-2" 3!-611 N -11 4'-r 4' -VI a - b O" -Zi" D 2- 0`-'311/4' D'21ft' 0'-W4ft" W-04" 0'-4" 0`-3" 4'-4W' O -3°/t" W -4y4- {T •3 4" W-5" O"-4" O'-SIh- O -4'/z" COMC P!P£ 0,502 0.1355 CUBIC YARDS OF CONCRETE t236 I LWO I L81I 2.%Mt 2,6112 2.841 STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" GO(.AD f : Il Jhl.1A'I ]r.Y\l PSIA f LRIIA I?(; _ '' f C_)Uf" D I IC/ ,viA I EmAL UNITS `��f o^MI`�MUM r `.'' yr . d fi1011 TO WITHIN 2INCHES OF THE LOWER BLOCK FACE 1 12 1/2" 2 3/8- :�j 10" MTNIMU hj EW -2,1A WATER CAST IRON LID 18" METER BOX ui ¢ SHNPE TO BE BEVELED WITH NOTES: V) o_� tp -CD r MORTAR E s • E JT'(_, _✓1.. Ij-; ••I .. I AR CIRCULAR PIPES D EW -2} SEE SHEET 2 OF 3. E E f ()U1'.1l A I ION IP'1 POOF SOIL l 1NIDE R !_JT , CONDITION u PIPE SLOT ¢U 3. THS REM MAY BE PRECAST OR CAST IN PLACE - (2 PLACES) c0 KI DETAIL A 4- ON SHALLOW FILLS, WHERE ENDWALLS ARE V OR 0 •Z - ® ;., slumm OF ROAD, (5,48"-1" METERS) , i, .i iM1i.!.. r!. r-`�+..__«'. ._,' rr3I1-1!?`, i s -r ,} FIG. W-7 5. ALL CAST N PLACE CONCRETE TO BE CLASS Al 1 7 ❑ O ANI F E N11 FOR PRECAST SEE SHEETS 10,.06 ANQ 101.07. 117,47 { 7 Ir�L! Ul.... v ,. '„FE„ I'``I 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL UCTILE kRON WATER PkPE INSTALLATION & EES EDDIN(_ Tr:_ 211 { [ 1 f1 _ L'_:HAU E, L AT;E T F' lr : r.! -1 �, I -IF . _ THE ix.rr,E,, ,PIPE {, { ,,. T !_ L' r� PER' PL i E -f-t. ,.. i. HA V?: :-. ?,„fi v..'., :T �7c-:'t ,°•ii`tl e ;, , _. .I ,,-_ 6.x'.1"_ I,1:'-",, / I w cu E E� aW E . J 0_I u w _J O U Y �o Ew �U EN v� CJ w UNITS `��f o^MI`�MUM [COVER LIFT NOTCH 14 1/2" EXTEND GEOSYNTI-IETIC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE 1 12 1/2" 2 3/8- :�j 10" MTNIMU hj EW -2,1A WATER CAST IRON LID 18" METER BOX ui ¢ SHNPE TO BE BEVELED WITH NOTES: V) o_� tp -CD r MORTAR E IV bK • ND VOLUMES FOR 1. FOR TABLE OF O(STAN FE.ID-:'TIAI 'ERV/,_ _O :, CHAL HE�ID"!'ITIAL ••I .. I AR CIRCULAR PIPES D EW -2} SEE SHEET 2 OF 3. E E U I I b 2 FORPIPEBLEOF(STANDARD DIMENSIONS A �VOLUMEMHEET 3 OF OR ELLPTICN, 3. u PIPE SLOT ¢U 3. THS REM MAY BE PRECAST OR CAST IN PLACE - (2 PLACES) c0 KI DETAIL A 4- ON SHALLOW FILLS, WHERE ENDWALLS ARE V OR 0 •Z LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE ® TYPICAL METER BOXES slumm OF ROAD, (5,48"-1" METERS) a NTS FIG. W-7 5. ALL CAST N PLACE CONCRETE TO BE CLASS Al TD -10 ❑ O ¢ DO NOT c FOR PRECAST SEE SHEETS 10,.06 ANQ 101.07. F R 'I,: N LET''.-H'J SII`1„LE M _V 7 BEVEL 2 #4 DEFORMED INVERT 6. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL 21- OR" CONTROLS LOPE, SLOPE, DITCH SLDPE, OR SHOULDER. •IiJGLE ;`NICE IL BARS�. f 7. THS STANDARD TO BE USED WITH STRAIGHT CROSSINGS E 30, AND SKEW ANGLES TO 15-. {I) Q a PA DETAIL B a. COST OF BARS FOR CRACK CONTROL TO BE INCLUDED IN PRICE PER BID PER CUBIC YARD CONCRETE. O �II,,11�ll=-1111„11111 ,III�I,L��L-111 III. �C. 9. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A 111111 1' '' I� I � L�VIIJ' Iv`ETE2 'T 11� W CONFLICT WITH INVERT AND WINGWNIS OCCUR. UO � __T;=� 10.BEYEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET >w 3l MIN .:IPP'-FSITTER END OF THE {21LYERT (WHERE THE FLOW ENTERS THE -III I_I �I IF II I; -F GEN', F, F EEQ gFCrT- � CULVERT). HEADWALL AT THE OUTLET END OF THE CULVERT z CL B RI C'I< AS MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. z c1ECEsaFty 0 tI. LU FERWY BE PROVIDED ON ALL EDGES AT t� U) 0 0 AAC w PLAN w 2 #4 DEFORMED CRACK '6 CONTROL BARS Lu 0-CP{CULAR PIPE 5-ELLP7ICN. PIPE ST'D, EW -2 3PD EW -2A 3'. �,� SEE DETAIL A � Lu Lu U .rgIT' .. i 0 O N N O -N '- 0 <>_ FLOW � , N :A 0 F_N c i z - - - - - SECTION -A L Li N � O N t � 3 00 NOT BEVEL ' L!J INVERT SEE DETAIL B END ELEVATION SIDE ELEVATION T 0 0 SHEET 1 OF 3 SRE7 REFFERENCEE -REFERENCE STANDARD ENDWALL FOR PIPE CULVERTS 702 42"-96" CIRCULAR AND 60°x38" -106"x68" ELLIPTICAL PIPES 302 p O U VIRGINIA DEPARTMENT OF TRANSPORTATION ,01.03 w cu E E� aW E . J 0_I u w _J O U Y �o Ew �U EN v� CJ w UNITS `��f o^MI`�MUM [COVER LIFT NOTCH 14 1/2" EXTEND GEOSYNTI-IETIC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE 1 12 1/2" 2 3/8- :�j 10" MTNIMU hj WATER CAST IRON LID 18" METER BOX ui ¢ _? 0 C7 6 E o E L w V) o_� tp -CD J, r' +s, _ 1. N E IV bK �, N ` W FE.ID-:'TIAI 'ERV/,_ _O :, CHAL HE�ID"!'ITIAL E 18" E E 6" EXTENSION 6" N u PIPE SLOT ¢U 0V (2 PLACES) c0 0 NOTES: 0 (1) FOR TOUCH READ METERS A 1-3/44" DIAMETER HOLE IS REQUIRED IN THE LID, b ® TYPICAL METER BOXES slumm OL (5,48"-1" METERS) a NTS FIG. W-7 TD -10 w cu E E� aW E . J 0_I u w _J O U Y �o Ew �U EN v� CJ w Q Q ¢ O o of of E Q h of `nL of W N fi CD ,n �°rn W N N � N LL �ry y 0 O TYPICAL MANHOLE FRAME & LOVER N.T.S FIG S -1-D TD -25 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL WA TER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS A T THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INI TIA TI VE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AMD SEWER PIPES SHALL HAVE A MINIMUM OF THREE (J) FEET OF COVER MEASURED FROM THE TOP' OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERAL5 AND WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1 IF i" ll FI l,j` "HFI Ir'F T,- I H A -P_07 E.. / rH5C-A_:5-I - I a TI RAI' I - J � I � i t I ? t . v t: Pc L h r x,114'.� ,y.. �.. '�y„ � C't..c� �:•. r 1vi4l Ir,��k�'?c*er^l�,�{ }S'{j� R )sl s d s JC f, R. c.at>:.. ':w. TC) " F „ y: ; {- f I Et' s r ,I I I` F i T i. y > _ HALL L 1 E HI I : 1 ,.: ADD 1"Cr, 0 ! r F' Is '.F,_ a F PILL r, F,. t „+. -3 .., ir'.', .11 t,�f'p. FI ."sSi,. ..'Hr, vl,.�. T{ -L. k.i=..:,y Eii't t;r,F. ti?.,,.~�.''iT !' x Di 1": H = = ., K.,.t, ca E HINI: THE IF I N01, � H r 1 R {' t:.: I L C �( L^ TI rI i rj frD 2E iN P, R'.ri _I_; -I L, ,>arr ,: F _I -'.,;.L ._t �I)i,l _; LF`i {' - TYPICAL FIRE HYDRANT A ISE`ABLY DETAIL UNITS `��f o^MI`�MUM I" MPPESSI J .. _E/.I" f P.LE PIPE _01Lll:16 EXTEND GEOSYNTI-IETIC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE Ql- :�j 10" MTNIMU hj Q ui ¢ _? 0 C7 6 E o E L w V) o_� tp -CD N N7 Y q E `V {n E W �, N ` W FE.ID-:'TIAI 'ERV/,_ _O :, CHAL HE�ID"!'ITIAL E „ND IPF, .ATIOII SE✓:_Eo. E E GRADE N u 0 0 ¢U 0V OTE c0 0 'IU SWEATED FITTIH,]� Q Q ¢ O o of of E Q h of `nL of W N fi CD ,n �°rn W N N � N LL �ry y 0 O TYPICAL MANHOLE FRAME & LOVER N.T.S FIG S -1-D TD -25 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL WA TER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS A T THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INI TIA TI VE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AMD SEWER PIPES SHALL HAVE A MINIMUM OF THREE (J) FEET OF COVER MEASURED FROM THE TOP' OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERAL5 AND WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1 IF i" ll FI l,j` "HFI Ir'F T,- I H A -P_07 E.. / rH5C-A_:5-I - I a TI RAI' I - J � I � i t I ? t . v t: Pc L h r x,114'.� ,y.. �.. '�y„ � C't..c� �:•. r 1vi4l Ir,��k�'?c*er^l�,�{ }S'{j� R )sl s d s JC f, R. c.at>:.. ':w. TC) " F „ y: ; {- f I Et' s r ,I I I` F i T i. y > _ HALL L 1 E HI I : 1 ,.: ADD 1"Cr, 0 ! r F' Is '.F,_ a F PILL r, F,. t „+. -3 .., ir'.', .11 t,�f'p. FI ."sSi,. ..'Hr, vl,.�. T{ -L. k.i=..:,y Eii't t;r,F. ti?.,,.~�.''iT !' x Di 1": H = = ., K.,.t, ca E HINI: THE IF I N01, � H r 1 R {' t:.: I L C �( L^ TI rI i rj frD 2E iN P, R'.ri _I_; -I L, ,>arr ,: F _I -'.,;.L ._t �I)i,l _; LF`i {' - TYPICAL FIRE HYDRANT A ISE`ABLY DETAIL UNITS `��f o^MI`�MUM I" MPPESSI J .. _E/.I" f P.LE PIPE _01Lll:16 EXTEND GEOSYNTI-IETIC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE 0 :�j 10" MTNIMU hj _ o E a v _? 0 C7 6 E o E L w WX)(NOT TO SCALE)"" xcuonw sys ks,wc. tp -CD N N7 Y q _O `V {n E W �, N ` W FE.ID-:'TIAI 'ERV/,_ _O :, CHAL HE�ID"!'ITIAL E „ND IPF, .ATIOII SE✓:_Eo. FINISHED GRADE sw 0 0 w 0 0V OTE c0 0 'IU SWEATED FITTIH,]� 0 D'.)AL .ER'VICE b ® �W slumm OL o a • rvPE r° _,OFT �JFPER I ❑ O � F R 'I,: N LET''.-H'J SII`1„LE M _V E-L,EI'ITI LFJI_E',JHEFPE a.I IRRIGATION 21- Nd ETER IS IVT FF.OVIDEC. Ip r •IiJGLE ;`NICE IL u E \ E r,-[ r I) s4JD Et: �a,IL ,.6 ll']PD D JP F/. PIPE {I) Q CAS '.''"i)N LID 0j O �II,,11�ll=-1111„11111 ,III�I,L��L-111 III. u � 111111 1' '' I� I � L�VIIJ' Iv`ETE2 'T 11� W II III. UO Q Q ¢ O o of of E Q h of `nL of W N fi CD ,n �°rn W N N � N LL �ry y 0 O TYPICAL MANHOLE FRAME & LOVER N.T.S FIG S -1-D TD -25 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL WA TER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS A T THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INI TIA TI VE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AMD SEWER PIPES SHALL HAVE A MINIMUM OF THREE (J) FEET OF COVER MEASURED FROM THE TOP' OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA TERAL5 AND WA TER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 1 IF i" ll FI l,j` "HFI Ir'F T,- I H A -P_07 E.. / rH5C-A_:5-I - I a TI RAI' I - J � I � i t I ? t . v t: Pc L h r x,114'.� ,y.. �.. '�y„ � C't..c� �:•. r 1vi4l Ir,��k�'?c*er^l�,�{ }S'{j� R )sl s d s JC f, R. c.at>:.. ':w. TC) " F „ y: ; {- f I Et' s r ,I I I` F i T i. y > _ HALL L 1 E HI I : 1 ,.: ADD 1"Cr, 0 ! r F' Is '.F,_ a F PILL r, F,. t „+. -3 .., ir'.', .11 t,�f'p. FI ."sSi,. ..'Hr, vl,.�. T{ -L. k.i=..:,y Eii't t;r,F. ti?.,,.~�.''iT !' x Di 1": H = = ., K.,.t, ca E HINI: THE IF I N01, � H r 1 R {' t:.: I L C �( L^ TI rI i rj frD 2E iN P, R'.ri _I_; -I L, ,>arr ,: F _I -'.,;.L ._t �I)i,l _; LF`i {' - TYPICAL FIRE HYDRANT A ISE`ABLY DETAIL BEVELED UNITS `��f o^MI`�MUM I" MPPESSI J .. _E/.I" f P.LE PIPE _01Lll:16 EXTEND GEOSYNTI-IETIC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE OF APTIROVCD 1Q_lk.L :�j 10" MTNIMU hj D 11 X INFORCEMENT CONNECTION w WX)(NOT TO SCALE)"" xcuonw sys ks,wc. w ._0PPER HANDRAIL (42" HIGH) I f nr r FOR f. _ E uH N. Tr.� IEC L. _L P.a11L1 10,6°}{IY/ r\+ FE.ID-:'TIAI 'ERV/,_ _O :, CHAL HE�ID"!'ITIAL „ND IPF, .ATIOII SE✓:_Eo. FINISHED GRADE r 'ice r GEOSYNTHETIC REINFORCEMENT 0 0 ,-1 0V OTE c0 z 'IU SWEATED FITTIH,]� D'.)AL .ER'VICE b ® I" 9PRE:5I1_II x 3i1" MALE FIFE OOUFiIMS slumm OL OR APP, MEC ECHAL a • rvPE r° _,OFT �JFPER I ❑ O � F R 'I,: N LET''.-H'J SII`1„LE M _V E-L,EI'ITI LFJI_E',JHEFPE a.I IRRIGATION 21- Nd ETER IS IVT FF.OVIDEC. •IiJGLE ;`NICE IL :Dp f C,T- r,-[ r I) s4JD Et: �a,IL ,.6 ll']PD D JP F/. PIPE {I) Q CAS '.''"i)N LID > O �II,,11�ll=-1111„11111 ,III�I,L��L-111 III. � 111111 1' '' I� I � L�VIIJ' Iv`ETE2 'T 11� W II III. UO � __T;=� >w 3l MIN .:IPP'-FSITTER o -III I_I �I IF II I; -F GEN', F, F EEQ gFCrT- � �' P.1�rER z CL B RI C'I< AS j z c1ECEsaFty 0 � t� U) w TYPICAL SERVICE LATERAL INSTALLATION w FIG, a - ._ w -D- 9 BEVELED UNITS `��f o^MI`�MUM 1n EXTEND GEOSYNTI-IETIC REINFORCEMENT TO WITHIN 2INCHES OF THE LOWER BLOCK FACE :�j 10" MTNIMU hj Anchor''') Diamond® X INFORCEMENT CONNECTION w WX)(NOT TO SCALE)"" xcuonw sys ks,wc. w HANDRAIL (42" HIGH) z 10,6°}{IY/ r\+ r . c �r REINFORCEMENT LENGTH GTH FINISHED GRADE r 'ice r GEOSYNTHETIC REINFORCEMENT __. 4" DRAIN TILE, (ELEVATION VARIES) •:� ,-1 0V z c0 z \ 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZING De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT Wos=(2-Dc)-FL+6" AnchorTM Diamond® X 1:1 EXCAVATION OVERSIZING WX (SCALE: 318"=1'-0") re nTM eoxwnw sysr" .rte. Anchofm Diamond X TYPICAL BASE PREPARATION WX (NOT TO SCALE) 1 -1 -*-UNIT- SEGMENTED WALL DETAIL NO SCALE ill TOP OF CONCRETE MIN. WALL 4211 SITE GRADE RAI IL IF I I I I i. i I i d.Q I d I a :d SITE WALL X.4 -LL RWIL .D.,E714IL NOT TO SCALE SCOTT R. COLLINS�?, > No. 35791 a� ��SSIONAL E�01 crt 11.1 1n rn {°+Y Lu w z w z h r\+ cyi z O ,-1 0V z c0 z o b ® slumm OL 710 a Q r- � Oil 21- :Dp n {I) Q 0 > O � � 11� W U 1Y UO � �z Oz � >w o � CL z CL LLQo j z to 0 � t� U) w w M w H '6 Lu Lu O � o � Lu crt 11.1 1n rn {°+Y Lu CD h r\+ cyi z ,-1 0V "et c0 11.0 Lu c') cyi z slumm �y� �' ,A 710 CL O 4 - z -o - w OW U) W UO �z Oz � >w o z LLQo , J o z� J cf) j /`1 01.11 1 � o 0 '6 V) a V) Lu O � o ]tI N H�s Lu U i 0 O N N O -N '- 0 <>_ � , N _j 0 F_N c i z -o Ix L N � O N t � 3 L!J O W � T 0 0 � H g � a H ) C E a i p O U Z N W CL � 0 w c W o z U LLQ cI o w� J 6 016 0 O F_ T 0 OU LLJL o :3 Q V) 0 O U o x X � N N � L V U) C Uuj (n N A Q WE Lu T - U ,cn fl- -O 7 JOB NO. 102041 N o co 0 SCALE o U) AS NOTED a m v C 0 0 0 Q SHEET NO, 7 co N T L C I--- O sENERAL CONSTRUCTION NOTES FOR STREETS 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. J. 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 NA TURAL WA TERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROX/MA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEST^ 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA TION. 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 NUME3ERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER ((REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL C,UT 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 PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT -OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUC,MILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED IBY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATME�T IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 0.j GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT- POSTS, WI4LLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROAD WA Y'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTA TION MA Y BE LOCA TED WITHIN THE STREETS RIGHT OF WAY 6" MIN. TOP OF 4'� �2" R CURB d d . 6" '�. 13" Qd a a A ° a d Q.a ° d. -1 -�6e.� 2' STANDARD CG --6 CURB & GU T TER NO SC,ALE ITable 4: Pavement Design (VDOT Pav ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROAD WA Y, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEt11ARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS 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. J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN /N 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 -GLASS 1/l. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). VARIABLE , WIDTH MINIMUM 4 FEET 4" CONC. y d •. g " - 4" 21-A STONE BASE CONCRETE SIDEWALK 1.5" SM -9.5A SURFACE COURSE 3" BM -25 INTERMEDIATE COURSE 51' COMPACTED AGGREGATE BASE COURSE, VDOT #21A NO SCALE 5' PATHWAY T" 1 A" /'O7 1cL E -n c mA/C VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. nt Design Elide) STONE PATH WAY NO SCALE 1.5" -SM-9.5A SURFACE COURT 3" BM -25 INTERMEDIATE 5" COMPACTED BASE COURSE, COMPACTED SUBGRADE ASPHALT PAVING - BURGUNDY LANE NO SCALE w,URFACE COURSE flflllllllllflllllllllllllllflflllllllllflllllllllllll[11111 ULTIMATEINTERMEDIATE COURSE 8" COMPACTED AGGREGATE BASE COURSE, VDOT #21A OR #21B DEPENDING ON TRAFFIC AND UNDERDRAINS n COMPACTED SUBGRADE i ASPHALT PAVING - REGENT STREET ENTRANCE STA 10+00 - 12+70 NO SCALE 1,5" -SM-9.5A SURFACE COURT 3" BM -25 INTERMEDIATE 5" COMPACTED BASE COURSE, COMPACTED SUBGRADE ASPHALT PAVING - REGENT STREET STA 12+70 - 19+25 NO SCALE COMPACTED SUBGRADE ASPHALT PAVING - DECATUR DRIVE NO SCALE EXIST. GROUND EXIST. GROUND Pavement Design M M M M L9 o RF= 1. fl z z Location DT I -IC j Design CBR ISSVDr 7 Surface h a Base b a Sub -base h a Dp ADT cn m� d W :0< o z t. E A 1 tJR DRIVE )-9 0 23 9 -5 5 5 9.45 SM -9.5 1.5 2,25) B,Nv1-2S 3 2.15 2 t A 5 12.83 BURGUNDY NDY t_ANE 3(16 0 306 i i 7 1 5 10,31 SM-9.5 L: 2.2„5y BM -25 3 2.15 2 t � 0.6 k 2,p ? CONN AY LANA. 1713 0 173 5 5 8.32 S1(0-9.5 1.5 w BM -25 3 2.15 x"31 A 5 0.6 12.8 REGENT STREET 10+00-12-170 ,;�1 0 851 5 5 13.87 SM"- 9 ,5 1,5 2,25 BM -252,15 0 r/ W 21B {1,6 14.63 REGENT STREET 1.2+70-19+25 ;5 1 33 0 3355 5 5 10,82 STM -9.5 1.5 2.2.5; I31'1/i-'25 3 2.15 21A 5 0.6 12,83 1.5" SM -9.5A SURFACE CC 3" BM -25 INTERMEDIA 5" COMPACTED BASE COURSE, DETECTABLE .. 2. DETECTABLE WARNING TO W- CLAM A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFXE COVERISIG THE FULL WIDTH OF THE 2 FOOT IN LENGTH IN THE DIRECTION OF *ARNINO MAT BE USED WITH THE APPROVALOF G set• PRECASTTYPE A 3, SLOPING SIDES OF CURB RAr WAY BE PO(M MONOL117HCALLY WITH RAMP FLOM OR BY USING PERMSIBLE CONSTRUCTION JONT WITH REQkARED RARS. PERPENDICULAR 4, IF RAW FLOOR IS PRECAST, HOLES MAT K PROVIOED FOR DOWEL BARS SO SM CM BE CAST 14 PLACE AFTER PLACEMENT OF PRECAST CENTER5. REQt*;ED BARS ARE TO RE NO. 5 X a" PLACED T CENTER To rt :! ••!a. a .. ar^ ..�s r. OF it �...; .. & CURB I CURB AND CUTTER SLOPE TRANSITIONS ADJACENT' TO CLft RAWS ARE PACLUDED IN PAYMENT' FOR CURB / CM AND MTM TYPE 9 «r BE Xa ,i r t• i' !PARALLEL THEY 0 REVER all(p� REGARDLESS OF WHETHER SIDEWALX IS EXISTVG PROPOSED AS SM" ON PLANS OR AS IDIRECTED BY THE ENMEER, *0 SHOLILID NOY BE LOCATED BEWO VEHICLE STOP LINES EXMTM UGHT POLE HYDRJWS. DROP t i , CONNECTM ALLG. ACCESSIBLE iUM b� A FACILITY THAT CAN BE APPROA*1ED. ENTERED AND LOSM BY PEDESTRIANS. - v . THE CURB OPENING "M WITHN THE LVATS OF CROS"" AND ..+_�,"'•'_��.�_��AT 1 2"HIGHER THAN TRAT 'THE SLOPE AT THE CONNECTION OF THE CUR13 OPENING IS EDGE OF a . Y R ;i TO THE CURB. TR HE IN l y TWEVOT - LA& He ! L IVY PARALLEL & PERPENDICULAR «. «•T D .M e . i USE PATH, Im 104" WIDTH SHALL BE THE *10tH OF TW SHARED USE PATH 16" - 2l4* Tptw.ATM DOW t '1 !♦ ♦1 . . . . it ISI ♦ ir •# # !! #!firi i i•••i •♦•.♦ ♦ ! 1 000000i ♦ ! ! . ! ,# ! , ON It VARVAILE �OA 1 }' PAY L&M TRUNCATED DOME i rr 3LE WARNING DETAIL CG -12 DETECTABLE WARNING SURFACE r: NOTES e' VIMNIA DEPARTIIENT OF !- COMPACTED SUBGRADE ASPHALT PAVING - CONWAY LANE NO SCALE TRIP GENERATION TRIP GENERATION FIGURES BASED ON ITE TRIP GENERATION MANUAL, 8TH EDITION TRIP GENERATION 68 SINGLE FAMILY UNITS - ITE LAND USE CODE 210 ADT- 651 VPD (325.5 ENTER/ 325.5 EXIT) AM PEAK: 51 VPH (13 ENTER/ 38 EXIT) PM PEAK: 69 VPH (43 ENTER/ 25 EXIT) PRESCHOOL: 200 VPD CONCRETE CG -6 I POINT OF CG -5 CONCRETE R C SIDEWALK CURPB &GUTTER FINISHED GRADE CURB &GUTIER SIDEWALK 1�4� 2" SM -9.5A - 3'7 SURFACE COI PLAN77NG STRIP Q PLANANG OT STD VDOT STD j O a�/P VDEXIST GROUIND UD -4 UD -4 8 COMPACTED 1' S' 6(TRAVELSI LANE) (TRAVELSLANE) 6' S' 1 BASE COURSE, CONCRETE `( R�A' SIDEWALK X! T. GROUND 1. 1 - S. - PLANTING STRIP EXIST. GROUND 5' 6 CG -6 CURLS & GUTTER 29' FIC -FIC 54' PUBLIC ROW TYPICAL STRE'E'T SECTION REGENT STREET (>0f00 ->2f70) fU5Z1C ROAP (54' PUBLIC RO)F) NOT TO SCALE 1�1' POINT OF FINISHED GRADE _ 1�1 CG -6 CURB & GUTTER 12.5'12.5' (TRAVEL LANE) (TRAVEL LANE) 29' FIC -FIC 54' PUBLIC ROW TYPICAL STRL'L'T ,SUCTION RENT STREET (>2f70 ->9f25), BURGUNDY LANE, DECATUR PRIVET COAWdY LANE P5BLIC ROAD (54' PUBLIC ROA') NOT TO SCA -4E SCALE: 1" = 150' COMPACTED SUBGRADE ASPHALT PAVING - ACCESS TO MOUBRY NO SCALE CONCRETE SIDEWALK R� _ _ - 3' 1 1 3• r EXIST. GsROUND PLANTING _ EXIST. GROUND 51R/P V_y - EX1ST. GROUIND EXIST. GROUND 6' S' IIPOINT OF Rey C� FINISHED GRADE 1�1 1/4'-1' 1/4':1' 10'__ 10' (TRAVEL LANE) (TRAVEL LANE) 20' FIC -FIC - 2 6' /C-F/C26' PRIVATE ACCESS EASEMENT TYPICAL S7RZE7 SUCTION L'JfT,W.FA CY .46rFSS1PL'DESTRIAN .46r= TRAVELA'AY TO JA00BRY LANE (26' PRIVATE 46rffSS .L'ASEJIENT) N07' TO SCAJZE RIW 7' EXIST. GROW J' jSC TT R COL LINS ,� No. 35791 � �S�roNAL E��� I 4a111111 M M M M M L9 o fl z z J fl ENWAM iY) 7 o U � Q It CN cn m� d W :0< o z n fl > Qz 0 C) < W U � � u � w - Q_ 0 � i i 7 1 _a � 6 � J o LU J LU > o ® o c Lu L Ln > Lu in H w 0w Q, o w Lou� U L9 0 06 O N Y U I w I 4a111111 M M M M M L9 o CF) L9 ENWAM iY) 7 It CN C o z �Lu w �z Qz w 7p 0 z J i i 7 1 < � 6 � J o J 0 0 L0 U)� w 0w Q, o 9 j W U L9 0 06 O N Y U 0 < �% 3 3 N 0 r/ W N i x x U N T\\\ -7 _J � N 0 o < Q13 U 0 � n U_ o W � T� �a � Ul ry0 Eo O y+ U Z_ Z_ I 311 ) F, v) w0 O W z U W�� l ! i VJ (� O0 Z Uj W U) � U JLO Z IU) J C CJ L 0 0 �0 OU Q J wo � ,- o_ N rj 0 ii D O 0 N � (D m CL) i C) V u) O C CN U LU iv -0 fl eG LU W 2 U- o m In JOS NO. c 102041 0 a o SCALE AS NOTED 6 3 SHEET NO. �(D �u) 0 0 a 8 c� co U T � U F- U DECATUR DRIVE WORTH CROSSING tl SCOTT R. COLLINS� No. 35'791 � A � /( zI w z w z NO TES.- ES:1. 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST W PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE rl UNIFORM LAYERS NOT MORE THAN 8 INCHES IN r-1 THICKNESS BEFORE COMPA C TION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD 1"=5' AND BRIDGE SPECIFICATION 303.04. 2. ALL FILL MUST MEET 95% COMPACTION. 3. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SAKI TAR Y SEWER. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 5. MINIMUM I' OF VERTICAL SEPARATION FROM STORM 0 SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & U SANITARY SEWER MUST BE PROVIDED. 6. VDOT STD. IS -1 REQUIRED ON ALL STRUCTURES ALL PIPE IS CLASS /// RCP, UNLESS NOTED OTHERWISE. tl SCOTT R. COLLINS� No. 35'791 � A � /( zI w z w 4allill I cn z HORIZONTAL W 2 W 2: rl O r-1 SCALE: 1"=5' SCALE: 1"=50' O O [� O 0 00 U U lu F�- ED � z O Z0 p ¢ O > O J LLJ ULU U 0 ® OW > Z Vl D W U) Q W ..W� LL// > 5 �_ H W > nc W 4allill I cn SCALE HORIZONTAL SCALE r -i rl rl r1 r-1 SCALE: 1"=5' SCALE: 1"=50' rq VERT-ICAL SCALE HORIZONTAL SCALE 5 0 5 10 FEET 50 0 50 100 FEET SCALE: 1"=5' SCALE: 1"=50' r L z Q U W OW 15 Z O CD �z W z a 0 � J O U ob U a ° W Q 0 � o - U 0 Q) _a m V) _ o r Q ° x U 0 C) D N O 0 O � \Ine O 3 LT -Y a a V) C O „y_ (' U) z� rW 0 Li ° l 7 0 V1 z� WLua z a J � J O� U � W 0 A T C O �) Q U o p L � Q � �c: >° •� U a o U - x (DQ) E Q O O (� w 1�C) m Ln o -D JOB NO. c 102041 .o CO ° o SCALE a U) a ° 1 "-501 a 3 cn c m ° o SHEET NO. Q a o a 10 N A �- o MH7 MH6 STA:20+35.69 MH8 MH9 0 RIM:511.17- STA:20+92.93 STA:24+41.88 STA: 18+96.51 INV IN. 501.86 TO MH8 RIM:515.80 RIM:510.96- -RIM:511.25 INV OUT. 501.66 TO MH6 INV OUT. 505.50 TO MH8 INV IN. 500.92 TO MH7 INV IN. 502.36 TO MH9 520 520 . ..... ... . - - - - - - INV OUT. 502.16 TO MH7 --- INV OUT. 500.72 TO MH5 .. . .. ..... ... ----- -- - - - - -__ -- SCO TT R. COLLINSZ� 0 U No. 35791 --- ------- _7 -F- 7 515 515 Z_ -T ...... .. --- - - - - 7 yO NA __4 - -------- __ - - - --- --- --- .... ----- ------ - - ----- M H,' Z_ EXIST NG GRADE STA: 15+45.02 z RIMA95.83 510 510 r I I I I ---__--- - - INV IN. 491.01 TO MH6 MH3 INV OUT. 490.81 TO MH4 17 4.5 STA:12+65.20 6.30' 4 RIM:498.73--------- 8" WAT LATERAL SAN 1.30, INV IN. 489.12 TO MH4 18" SPV SDIR 35 PVC INV IN. 489.12 TO MH17 0.91% 1 505 SAN T 505 SAN _MH4 . . . ......... . ...... ... . .. .. ----344.96 LF @ PROPOSED DOGHOUSE MANHOLE STA: 13+44.59 z z MH 1 Lu z w PROPOSED GRAD RIM:496.95 + Z 0 0 �INV IN. 489.73 TO MH5 SAN LAT 66 -SAN-LATAi&-- < 0 0 0 u 0 u STA:1 1+57.03 1 INV IN. 489.73 TO MH10 SAN L.A 1 @ 2.08% u u INV IN. 487.30 TO MH2 RIMA91.78 U) INV OUT. 489.53 TO M @ a08% @208% 0 Z 500 3AN LA SAN LAT 67 U) 500 SAN LA Lu SAN -L INV IN. 488.35 TOM AM SA LAT 63 Z3 U Z) a M 2.08% < 0 > 0 @ 2.Of I% INV OUT. 488.15 TO MH 1 @ 2.08% 2.08% u u -RIM:492.19 H3 ------ SAN I -AT 65 D, 2.080 _j Ce < @ 2.0 8% SAN LAT 4 'SAN LIT 1 0 0 Lu u '35 SP N LAT 12 SANLATIO LAT 61____ __4 30ro AN 6 ui Lu > 2-.0 C4 -2 8%j @ F.08% SAN LAT 6 ALL FALL MUST MEET Lu !SAN LA T 2 41 w w w 'TION U) 0 0 1:1_�� WA >GRAD� �T 661 @ ------ - 4 95% 'OMPA TION __rSA, LAT 5 > > SP N LAT 13 8" SDR 35 PVC @ 2.08% @ 2.09/c Lu > w > 495 1 @ 2.089/0 .08% 495 . ..... . ..... 153.23 LF @ 0.56%_ 8% ui Q� w @ 2.0 SAN LAT 62 SAN LAT 60 ✓ 8" SDR 35 PVC > @ 2.091% @ 2.08% 0/ 135.18 LF @ 0.55% Lu /'SDR35PVC /.r`�"`�/AK///l`/196.44LF @ _4 )R 35 PVC F 77/ C) j I I I SAN AT 14 475 CY) 472 472 CIO >> CY) CY) 00 N u') ce) Cq 00 t- 00 r- fl- (0 C) 1- (.0 CY) r- N cr) 0) LO ce) 00 (D (0 CY) `Rt c) 00 CD CY) u') C) Cwl) Ill w C) C) N CO 0) LO C) - C) ce) LO Co 00 ce) (0 COco (0 co CY) CN _j C') C's (6 (0 z CN W Lu C; 00 C'� 00 (6 6 (6 00 L6 ,t 4 co 4 (-4 (.6 6 co ce) (0 6 C'� C'4 4 00 (6 00 6 0) CF) co 00 co 0) 00 0') 0) 0) co (3) 00 0) 00 0) 0) CF) 0) CY) 0 C) C� C> C) CD CD LO C) CD - a - �t IT 14. LO LO LO LO Lr) Lo Lo Lo = v) LO 0 Lr) Lo Lo LO L0 Ln 0 Nt 't It lqt 't L0 LO LD Lr) LO Lr) LO LO L0 i Lr) Lr) w LL I I I I I I I I I L I I nownw CY) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18x-00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 24+75 rt VERTICAL SCALE CL tel m VA mHg MH 5 0 2.5 5 1 1 0 2 1 0 N w MH14 IN FEET N STA:16+35.46MH19 I inch 5 I!ft. MH18li STA: 13+27.06 RIM:513.81 uj Li 520 520 520 _�2 1 Cl, TA: 11+58.001 ------ .61 0 7 INV OUT. 509.20 TO MH 13 RIM:514 RIM:509.091 MH13 I NV OUT. 505.50 TO M H 18 INV IN. 499.50 TO MH`19� -6 HORIZONTAL SCALE STA:15+86.71 LIJ < H 0 INV OUT. 499.30 TO MH 171 ALL FlILL MUST MEET RI M:514.38 50 0 25 50 100 200 d0 _T - -- - ---- INV IN. 508.00 TO MH14 95t COM ACTION 0 MH12 INV OUT. 507.80 TO MH12 PIfOPOSED GRAE 5 STA:13+47.82 515 PROPOSED, GRADE 515 515 51 06 12L 0 --- ----- -- - ul MH17 - C RIM:505-18 IN FEET U) Lu 0 STA:10+85.01 INV IN. 496.20 TO MH13 1 inch 50 ft. E ISTINGIGRADq uj EXISTING GRADE' OUT. 49600 TO MH 11 RIM:503.54- 0 Lu INV IN., 494.50 TO MH18 Lu T - INV OUT. 494.30 T MH3 U MH1 1 SAF 510 515 510 510 51 1 Sir; Lu M M H 16 H 1 STA: 12+93.33 - ------ 0 RI M:501.07 x i STA: 11+32.87 1 1 STA: 12+11.74 Ln (D 3,73 - MI -13 INV IN. 491.87 TO MH12 RIM:506.00 RIM:502.75 i 1 3' WAT iSTA:12+65.20 INV IN. 491.87 TO MH15-- INV IN. 492.78 TO MH16- INV OUT. 496.40 TO MH1 1----IRIM:498.73 D_ INV OUT. 491.67 TO MH10 INV OUT. 492.58 TO M H 11 MH4 INV IN. 489.12 TO MH4 0 (D 8" SDR 35 PVC 505 510 EXISTING GRADE 510 1 NV I N.489.12 TO M H 17 505 STA: 13+44,59 505 44 75 LF @ 2.68% INV OU .488.92 TO MH2 SAN LAT 31 0 0) RIMA96.95 MH1 1 MH10 @ 2'.08% LL P INV IN. 489.73 TO M STA:12+93.33 10 +85.69 INV IN. 489.73 TOM AN LA -111 47 L i ---------- - Z-- -LAT-32 LJJ RI M:501.07 i < OP SED GRA[ E LSAN 2.08%1 INV IN. 491.87 TO MH12 D� 2.08% RIMA95.76 INV OUT. 489.53 TO MH INV IN. 490.38 TO MH1 1 @ i INV IN. 491.87 TO MH 15 500 INV OUT. 490.18 TO MH4 500 505 1 505 500 1 SAN LAT 301 500 0_� 2.0 8% cn -INV OUT. 491.67 TO MH1 -SAIN-LiKr48- < SAN LAT 31 vi Ll @ 2.08% 0 Ld @ �.08% ALL !FILL MUST MEET I SA LAT 29 I SAN LAT 46 - - - --------- z LL FILLMUST MEET T @ .08% w LLJ _A 2.080 ON 8" 15% C09PACTI @ Lu w 234.89 LF @ 4.94% 495 495 500 500 495 1 495 35 PVC 8" SDR 35 PVC F_ _j 8" SDR 35 PVC 4.0 165.07 LF @ 3.63% PROPOSE SA�N LAT 4 -8" WT - 68.98 LF @ 6.96% SHALL BE INSU�, SAN LA 49 SA! 31 N LAT 8% SAN LATI 33 SPN 0 ,-AT-GR 0 2.080 Lu SAN LAT 45 2. 8% 1 SAN LAT 50 SAN LAT 28 U) 490 @ 2.08% @ 2.080/o490 495490 --i 13 ---- @2_08%_ @ -2, 0 7 NWLAT-b 15AWEA -34-- -SAN LAT 5s2 LAT 5_1______ __ T__ --- - __ - I N! - SA > 0 SAN LAT 22 @ ?.08% 2.08 24" STM @ 2.08% @72. 0 8" SDR 35 PVC SAN LA � 53 @ 2.08% SAN LAT @ 2.08% x - - ------- -- - ------------- ---- - ---- - ------- - -- -- - - - - - --------- - L �C_v Z. u 0 -/0 I ns o/A iPVC 81.01 LF @ 6.39%--- 8" SDR 35 PVC ?0" SAN L AT 55 18" SDR 35 PVC @ 2.08%1 50.49 LF @ 8.18% 74.87 LF @ 4.84% SAN @ 485 485 2.0 % 1203.64 LF @ 0.63% '1 485 490 8" SDR 35 PVC SAN LAT 38 490 485 1 1 1 2STMSAN LAT 56 AN, LAT 35 ------------ - 0 128.87 LF @ 0.55%----- I o 2.08% SA 7 SAN! LAT 39 8" SDR 35 PVC u 488 482 1 @ 2.08% 482 482 482 488 1 1 i I @ @ 0 SAN LT 42 j C) 080/( 0 % N� LAT 40 u 2.081/ol Lu 81. 9 LF @ 0.55% -1 E 0 73 Lu > > > > 0 Lu Ill (0 04 C) a) CD Ill Lu M Cy) - Lr) 04 Lu Ill co CY) CO0) LO 0) C,4 0) C14 CY) 00 V) co C14 (D C> 0) C) C) 00 co 0) 0) r- 0) 0r) co (C) N 00 > C) 00 0) 00 00 Lr) Lr) _j _j (0 . CO CY) ce) C14 0) C3� 7 (y� L6 cJ CO"I- c6 (D (6 00 6 LO L6 CD (7i M Cj CY) 4 (.0 6 C.,j or) LC5 q) co "j: 1,- 6 LL] W 0) Cy) Cy) Cy) 0) 0) C) CD C� Ill Lu ce) LLI Ill 00 6 ce) NJz7 O - CY) M M 0) 0) CD CD Lo Lr) C) C) C) 0 Cy) C) C) Lo (D (D LO Lr) Lf) LO LO Lr) Lo C) C=) C) 00 01 0) 0) C) C) JOB NO. uj U- LO LO (D 0 L0 LO LO LO LO LO V) L0 Lo 't LO 't U-) It LO LO M LO LO Lo LO LO w U- 0 f ww 102041 -6 0) () > CO Q) (n 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 10+00 10+50 11+00 11+50 12+00 12+50 12+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 SCALE C3 co V:1 "=5' MH14AH16-MHii MHi9MHH:H1 "T=N5O 0' a SEEQ QD) NOTE 1. ALL ROADWAY E-MBANKMENT MA TE�?IAL ' SHALL ONS1 SIT _PRED01V1NA_NT[_"___OF _30/iL -A CED_1W U=Sl�� FEA CED_[N_ SFvE UNIFORM LA YERS NO I- MORFTHHA�N 8 INCHES I TH(CKN)E S BEFORE ROADBiEl"AREAl CoMPAC IN- CuruqlvuL TION 0 vVlTH___VDOT_2007 VER TkIE EN TIRE ROAD --- AI D BiRIDGE SITECIFIC4TION 2. ALL FILL MUST IMEET 95%COY J03.0,t. A TION. ,v 3. WINIMUM .3 OF; CO VE MU, A IN TA INED 0 VE R f SANI TAR / SEW8-R. 4. MINIMUM 3' OF 5. M I I -M- u "- M 0 FVR SEWER d WIL COVE MUST-BE E Tj A S_ AND OF11 A - RA_ T SEPA RA A IN TA INED DIVER / 0 N FR'O M S i -0 R M TION BET Wl _EN& W/'l L NI TA R-_1__SE_wER,_M U BE -PRO -VIE ED ------- 6. VD, T STI). IS- 7 A LIL PI)PE IS CL' REQ IRED ON SS RCP, JUNLgS ALL STRUCTURE NOTED OT 4YE/ 475 CY) 472 472 CIO >> CY) CY) 00 N u') ce) Cq 00 t- 00 r- fl- (0 C) 1- (.0 CY) r- N cr) 0) LO ce) 00 (D (0 CY) `Rt c) 00 CD CY) u') C) Cwl) Ill w C) C) N CO 0) LO C) - C) ce) LO Co 00 ce) (0 COco (0 co CY) CN _j C') C's (6 (0 z CN W Lu C; 00 C'� 00 (6 6 (6 00 L6 ,t 4 co 4 (-4 (.6 6 co ce) (0 6 C'� C'4 4 00 (6 00 6 0) CF) co 00 co 0) 00 0') 0) 0) co (3) 00 0) 00 0) 0) CF) 0) CY) 0 C) C� C> C) CD CD LO C) CD - a - �t IT 14. LO LO LO LO Lr) Lo Lo Lo = v) LO 0 Lr) Lo Lo LO L0 Ln 0 Nt 't It lqt 't L0 LO LD Lr) LO Lr) LO LO L0 i Lr) Lr) w LL I I I I I I I I I L I I nownw CY) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18x-00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 24+75 rt VERTICAL SCALE CL tel m VA mHg MH 5 0 2.5 5 1 1 0 2 1 0 N w MH14 IN FEET N STA:16+35.46MH19 I inch 5 I!ft. MH18li STA: 13+27.06 RIM:513.81 uj Li 520 520 520 _�2 1 Cl, TA: 11+58.001 ------ .61 0 7 INV OUT. 509.20 TO MH 13 RIM:514 RIM:509.091 MH13 I NV OUT. 505.50 TO M H 18 INV IN. 499.50 TO MH`19� -6 HORIZONTAL SCALE STA:15+86.71 LIJ < H 0 INV OUT. 499.30 TO MH 171 ALL FlILL MUST MEET RI M:514.38 50 0 25 50 100 200 d0 _T - -- - ---- INV IN. 508.00 TO MH14 95t COM ACTION 0 MH12 INV OUT. 507.80 TO MH12 PIfOPOSED GRAE 5 STA:13+47.82 515 PROPOSED, GRADE 515 515 51 06 12L 0 --- ----- -- - ul MH17 - C RIM:505-18 IN FEET U) Lu 0 STA:10+85.01 INV IN. 496.20 TO MH13 1 inch 50 ft. E ISTINGIGRADq uj EXISTING GRADE' OUT. 49600 TO MH 11 RIM:503.54- 0 Lu INV IN., 494.50 TO MH18 Lu T - INV OUT. 494.30 T MH3 U MH1 1 SAF 510 515 510 510 51 1 Sir; Lu M M H 16 H 1 STA: 12+93.33 - ------ 0 RI M:501.07 x i STA: 11+32.87 1 1 STA: 12+11.74 Ln (D 3,73 - MI -13 INV IN. 491.87 TO MH12 RIM:506.00 RIM:502.75 i 1 3' WAT iSTA:12+65.20 INV IN. 491.87 TO MH15-- INV IN. 492.78 TO MH16- INV OUT. 496.40 TO MH1 1----IRIM:498.73 D_ INV OUT. 491.67 TO MH10 INV OUT. 492.58 TO M H 11 MH4 INV IN. 489.12 TO MH4 0 (D 8" SDR 35 PVC 505 510 EXISTING GRADE 510 1 NV I N.489.12 TO M H 17 505 STA: 13+44,59 505 44 75 LF @ 2.68% INV OU .488.92 TO MH2 SAN LAT 31 0 0) RIMA96.95 MH1 1 MH10 @ 2'.08% LL P INV IN. 489.73 TO M STA:12+93.33 10 +85.69 INV IN. 489.73 TOM AN LA -111 47 L i ---------- - Z-- -LAT-32 LJJ RI M:501.07 i < OP SED GRA[ E LSAN 2.08%1 INV IN. 491.87 TO MH12 D� 2.08% RIMA95.76 INV OUT. 489.53 TO MH INV IN. 490.38 TO MH1 1 @ i INV IN. 491.87 TO MH 15 500 INV OUT. 490.18 TO MH4 500 505 1 505 500 1 SAN LAT 301 500 0_� 2.0 8% cn -INV OUT. 491.67 TO MH1 -SAIN-LiKr48- < SAN LAT 31 vi Ll @ 2.08% 0 Ld @ �.08% ALL !FILL MUST MEET I SA LAT 29 I SAN LAT 46 - - - --------- z LL FILLMUST MEET T @ .08% w LLJ _A 2.080 ON 8" 15% C09PACTI @ Lu w 234.89 LF @ 4.94% 495 495 500 500 495 1 495 35 PVC 8" SDR 35 PVC F_ _j 8" SDR 35 PVC 4.0 165.07 LF @ 3.63% PROPOSE SA�N LAT 4 -8" WT - 68.98 LF @ 6.96% SHALL BE INSU�, SAN LA 49 SA! 31 N LAT 8% SAN LATI 33 SPN 0 ,-AT-GR 0 2.080 Lu SAN LAT 45 2. 8% 1 SAN LAT 50 SAN LAT 28 U) 490 @ 2.08% @ 2.080/o490 495490 --i 13 ---- @2_08%_ @ -2, 0 7 NWLAT-b 15AWEA -34-- -SAN LAT 5s2 LAT 5_1______ __ T__ --- - __ - I N! - SA > 0 SAN LAT 22 @ ?.08% 2.08 24" STM @ 2.08% @72. 0 8" SDR 35 PVC SAN LA � 53 @ 2.08% SAN LAT @ 2.08% x - - ------- -- - ------------- ---- - ---- - ------- - -- -- - - - - - --------- - L �C_v Z. u 0 -/0 I ns o/A iPVC 81.01 LF @ 6.39%--- 8" SDR 35 PVC ?0" SAN L AT 55 18" SDR 35 PVC @ 2.08%1 50.49 LF @ 8.18% 74.87 LF @ 4.84% SAN @ 485 485 2.0 % 1203.64 LF @ 0.63% '1 485 490 8" SDR 35 PVC SAN LAT 38 490 485 1 1 1 2STMSAN LAT 56 AN, LAT 35 ------------ - 0 128.87 LF @ 0.55%----- I o 2.08% SA 7 SAN! LAT 39 8" SDR 35 PVC u 488 482 1 @ 2.08% 482 482 482 488 1 1 i I @ @ 0 SAN LT 42 j C) 080/( 0 % N� LAT 40 u 2.081/ol Lu 81. 9 LF @ 0.55% -1 E 0 73 Lu > > > > 0 Lu Ill (0 04 C) a) CD Ill Lu M Cy) - Lr) 04 Lu Ill co CY) CO0) LO 0) C,4 0) C14 CY) 00 V) co C14 (D C> 0) C) C) 00 co 0) 0) r- 0) 0r) co (C) N 00 > C) 00 0) 00 00 Lr) Lr) _j _j (0 . CO CY) ce) C14 0) C3� 7 (y� L6 cJ CO"I- c6 (D (6 00 6 LO L6 CD (7i M Cj CY) 4 (.0 6 C.,j or) LC5 q) co "j: 1,- 6 LL] W 0) Cy) Cy) Cy) 0) 0) C) CD C� Ill Lu ce) LLI Ill 00 6 ce) NJz7 O - CY) M M 0) 0) CD CD Lo Lr) C) C) C) 0 Cy) C) C) Lo (D (D LO Lr) Lf) LO LO Lr) Lo C) C=) C) 00 01 0) 0) C) C) JOB NO. uj U- LO LO (D 0 L0 LO LO LO LO LO V) L0 Lo 't LO 't U-) It LO LO M LO LO Lo LO LO w U- 0 f ww 102041 -6 0) () > CO Q) (n 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 16+75 10+00 10+50 11+00 11+50 12+00 12+50 12+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 SCALE C3 co V:1 "=5' MH14AH16-MHii MHi9MHH:H1 "T=N5O 0' a SEEQ QD) CD n NJ- LD ko / \ ` TH SCOTT R. COLLINSZ� IX t. =Station ' / \ / / Pipe No. \ \ Max Depth (feet) Easement Width Req'd (feet) Easement Width PrmAded (feet)IT15IF17 46 Piped 0.06 0.50 5.0 46 over 0.15 0.85 5.0 18 8 42B piped 0.14 0.75 5.0 42B over 0.38 0.75 5.0 50 Piped 0.46 0.50 5.0 50 over 0.05 0.80 5.0 / / / \ ` TH SCOTT R. COLLINSZ� IX ' / \ / / Pipe No. \ \ Max Depth (feet) Easement Width Req'd (feet) Easement Width PrmAded (feet)IT15IF17 18 8 21.1 22�30 / / / \ ` TH SCOTT R. COLLINSZ� IX Pipe No. Size (inches) Max Depth (feet) Easement Width Req'd (feet) Easement Width PrmAded (feet)IT15IF17 18 8 21.1 22�30 10 24.5 25ST E22A 15 6.5 16.3 2016A 15 6.6 16.5 2032A 15 7 17.3 2047 15 6.5 163 206.742A 15 5.3 16.3 205520CULVERT 48 11 28.0 2814A 15 7 17.3 20 we m 505 500 495 490 485 480 475 -- STR:6; DI-2EE, L=12' STA: 11 +72.50 RI M:497.76 �- - INV IN. 485.40 TO 34 INV IN. 485.40 TO 8 INV OUT. 485.30 TO 4 STRA; MH STA: 11 +33.39 RIM:499.75 INV IN. 484.60 TO 6 j INV OUT. 484.50 TO 21 i STR:2; MH STA: 10+82.38 RIM:492.52 VIN . 482.92 TO 4 INV OUT. 482.82 TO STR:16; DI -2B, L=8' STA: 17+93.32 STR:18; DI -2B, L=8' RIM:510.85 INV IN. 504.04 TO 16B STA: 19+12.40 -- _ - - --- ( RIM:513.96 INV I N. 504.04 TO 18 l _____ __ T -- - INV IN. 506.10 TO 20 INV OUT. 503.94 TO 14 INV OUT. 506.00 TO 16 s STR:14; DI 2C L=4' ! -------- ! -- - 3 90 - - - ------ TA�1 � I ! RI .,510.40 I 1 f STR:10' DI -26 L=10' INV IN. 503.24 TO 16 I i I I II I _ -� ------ . --- - - - -- _... ---- ------ -� -- - - r ---- - - STA:14+69.48 - -_ -- -'I INV IN. 503.24 TO 14B-� I j - - RIM:498.35 ! INV OUT. 503.14 TO 12 STR:12; DI -2B L=6' A --- - - INV I N 49 INV IN. $ 40 TO8.76 O OB - -- ---i -- -- 12 STA:16+58.58 --I - - ----i --- ---- - - I , -- - ----- 1--"- INV OUT. 488.66 TO 8D RIM:509.71 INV IN. 502.68 TO 14 ( I _i -- - -' - - - ...._.. -- T - STR:8D; DI -2B, L-6' - -- ' I EXISTING G DE INV OUT. 502.58 TO 10- STA: 13+72.92 RIM:494.72 j STR:20; DI -2B, L=8' STA:19+40.77 RIM:514.05 INV IN. 506.50 TO 22 INV OUT. 506.40 TO 18 -1.98' 8" WA7 STM INV IN. 4$7.80 TO 10 -- -- -- ---I-- - - / --- ---- - -� - 1.08' -I INV OUT. 487.70 TO 8 8" WAT ( 17 „ STM ; - RCP II ° 6 /o STR:8; DI -2C, L=8' / ( 13 15 28.36 STA:'13+11.6$ I' i � I i � � 'i J' RIIM:494.10-- --- INV IN. 487.42 TO 8B- " SAN --T- INV IN. 486.55 TO $D / $-7 TM AN LAT 7 INV OUT. 486.45 TO 6-- ._..__ _ ----- _ __ _ - - -- ------ -- - - _-........ -L.-- -------- --- - 2.08% / SAN LAT 8 08°/ 10-4 j5" ST 4- I „ - - - -I- STM ! . I SAN I 8 STM 3 - 24" RCP III - - 139.19 LF@0.75% 30" RCP III --39.11 LF @ 1.79% ----- - -- �- 30 RCP III 51.01 LF@3.10% --II ------- ._ 30" RCP III 41.99 LF @ 4.33% INV O;UT. 4811.00 --- RIPRA OUTLET .PROTECTION !, )POSED SWM POND- I ! � -__- -_. � � 24 RCP III I I• ° --- -- 11 .� - ! --- --- 18" RCP III --- - i --- T - -"-"-i`- 1--- 85.32 LF @ 0.54% �- 49.42 LF @ 1.42% i _ - - -- I __-__ \ a o I i SAN LAT 61 QO ny'�� SAN LA 60 - 119.08 LF @ 1.65% G 1 � @ 2.08 o @ 2.0$ /° ` I � I I SAN LAT 59 CAL BE DVERTI-.--� - g � AT TIE, -IN SH LL 8C / r1 SAN LAT 58 BE UTILIZED 0 VERTICAL BEND ! CLEAR STORM SEWER I - -- 0.89°/a AT TIE-INS ALL T- / 96.12 LF @ BE UTILIZE TO j 24" RCP III f -,----- _-_--- _-----CLEAR_STO M SEWER o ----........ ---- ....._ ..- - ._...._._ _ I 61.14 LF 1.$8/o e I - @ i SAN LAT 57 f 2.66 2.08% I 48," STM i ---- _ - S I M --- ---.------- -- - - -I-J- - - - - --- - 45 BEND LATERALS FOR LOTS 8&591 j I m RIM:516.05 C, ---� INV IN. 509.48 TO 30 o BEND STA:22+46.49 INV OUT. 509.38 TO 26 ; 0 No. 35791 RIM:515.68 I i i ! SANITA I i Y LATERAL --._.._ � --- ----- ii - INV OUT. 508.85 TO 24 STA:23+60.77 sSIONAL ' RIM:516.09 I I INV OUT. 509.63 TO 28 � ESS BEFORE 515 STORM EWER': 1 - - ITAR GE I -- -- - -- - pill -_ 0 0 232.30 LF @ 0.7 I 6/ STR:24; DI -2C, L=6' STA:22+18.39 RIM:515.68 INV IN. 508.70 TO 26 INV IN. 510.00 TO 24B I INV OUT. 508.60 TO 22 STR:22; DI -2B,1 L=6'__ STA:21 +73.06 RI M:515.87 INV IN. 509.04 TO 22B� INV IN. 508.37 TO 24 V OUT. 508.27 TO 20 SAN LAT 4 6 I@ 2.08 0 __ ........_ ECI ti SAN LAT 5 (t� @ i 2.08 , a 2 ill ! • TV 510 _ 15" RCP III z F- 28.72 28.72 LF @ 0.50% z w w 15 RCP I!! 505 Q � 0 2: O __ 85.56 LF @ 0.50% _ p c� p c ) SAN LAT 1 15" RCP III w z O z @ 2.0$°/a 28.10 LF @ 0.53% o J >Y V 1 R P Q w c w d 5 C III I 0 p a w 0- w 45.32 LF @ 0.51 % 500z w S LAT 2r._ __- - -- --- r!� Lu o iw w @ F.08% >cn -- -- - - ui - 495 C/ NO STR:28; DI -28, L=4'� li ' Q �� I I STA:23+32.05 j I m RIM:516.05 C, STR:26; D! -2C, L=4' INV IN. 509.48 TO 30 SCOTT R. COLLINS'Z STA:22+46.49 INV OUT. 509.38 TO 26 ; 0 No. 35791 RIM:515.68 - bR:30; DI L=8 INV IN. 508.95 TO 28 -213, - --._.._ � --- ----- ii - INV OUT. 508.85 TO 24 STA:23+60.77 sSIONAL MORE T RIM:516.09 T- j I INV OUT. 509.63 TO 28 THICK/) ESS BEFORE 515 0 VER THE _........ N RRE 1 11177 ROAD ED AREA IN'ACCORDANC li WITH/ VDOT ill ! • TV 510 _ 15" RCP III z F- 28.72 28.72 LF @ 0.50% z w w 15 RCP I!! 505 Q � 0 2: O __ 85.56 LF @ 0.50% _ p c� p c ) SAN LAT 1 15" RCP III w z O z @ 2.0$°/a 28.10 LF @ 0.53% o J >Y V 1 R P Q w c w d 5 C III I 0 p a w 0- w 45.32 LF @ 0.51 % 500z w S LAT 2r._ __- - -- --- r!� Lu o iw w @ F.08% >cn -- -- - - ui - 495 C/ NO �ES: I I I MI j I m 7. !ALL R ADW Y EM ANKMNT M _ TERIAL SHAD CONSIST -ii ,-- FRED MINANITLY O SOIL /AND E PLAICED I SUCCESSIV --._.._ � --- ----- ii - -- UNIFORM LA ERS NOT MORE T N_ 8 INCHE IN j I i I i I i THICK/) ESS BEFORE ----- COMP A C TIO 0 VER THE _........ N RRE Ips 5-4 ROAD ED AREA IN'ACCORDANC li WITH/ VDOT 2007 'ROAD ---- - - - r AND RIDGE SPECI,FICA TION 303.04.__ _ 2. J. 'ALL FLL MINIM MUST ME: M 3' OF CO T 95% COM /ER MUST B ACTION. MAINTAINS OVER' {� N _SANIT - _.RY SEWER. '- W O h` lf) i� co C7 V) k m C7 4. 1MINIM' M 3 OF COLER MUST B MAINTAINED _ OVER; w/L - 5. j MINIMI M I' OF VE ' TICAL S€PA A TION FROM ' STORM d � co J J ; -EXISTING GRAD O f -A-PON B WE-€� - - o . 0 • M °0 SAKITiRY SEWER MUST QE PR VIDED. M Ln rn CO 6 jVDOT CC) TD, iS- I R -QUIREQ ON LL STRUCTU ES o N 7: ALL .....P ' PES ELAS- 111 - 'IP, - f}N �S N -TE-D-- CHER l�1ISE o 8 � VD 0 T TD SL - 7 R�QUIRED ON TR 32.0 6 o co o to o c0 O) m m �'i 475 470 408 PRO OSED MI m m m cri 495 ! STA:11 +37.11 -ii ,-- r-, r-, ,i --- ----- - --._.._ � --- ----- ii - -- e ( _ CONTRACTOR TO i--..- j I i I i I i I RIM:513.97 i -i-i o Ips 5-4 485 ! - - ---- - - - r I � N > > W W � O d {� N O G0 _ LO O 00 i� °0 00 p o '- W O h` lf) i� co C7 V) k m C7 �'i 475 STR:8; DI -2C, L=8' STA: 13+11.68 RIM:494.10 INV IN. 487.42 TO 8B INV IN. 486.55 TO 8D INV OUT. 486.45 TO 6 Mt Em 480 478 -1_j W W W LL STR:8B; DI -2C, L=4' STA: 28.30 RIM:494r09 INV OUTi. 487.70 TO 8 _ 1 0iW , 8" WAT 400 - C!TKA E 485 15" RCP I�I 28.30 LF @ 1.00% � I STING GD j 480 ! I i 478 C3 'c`) 00 O 10+00 10+50 10+75 STR8B-STRB 520 XISTING GRADE STR:10; DI -213, L=10` STR:106; DI -2B, L=10' STR:16, • DI -213, L=8' STA:14+69.48 STA: 10+28.23 STA:17+93.32 - STR:16B; DI -213 L=$' RIM:498.35 RIM:498.4$ RIM:510.85 STA: 10+28.20 INV IN. 488.76 TO 12 INV OUT. 491.70 TO 10 INV IN. 504.04 TO 166 RIM: 510.84 INV IN. 491.40 TO 106 1 _-_ . __.___ 500 INV 1N. 504.04 TO 18 a - ----- - -INV OUT. 504.18 TO 16 INV OUT. 488.66 TO 8D FOPOSED GRADE INV OUT. 503.94 TO 14 I I I Tj ----I j EXISTING GLADE 510 ! 510 495 1495 - WAT _ I ( 8„ STM PR POSED GRA I 8„ WAT i' j 490 I ' I 490 505 -STM 505 -- - -- ! 1 A:: ---- - -- 15" Ll II 28 2R3 LF I@ 1.07% „ I ' -- -15 RCP III -I +-- I 28.20 LF @ 0.50% 4 500 500 85 485 3 - - - _ .. -- 482 ! 482 498 498 wwcc, co w w o 00 I w °' w w °r° O tD (D 0) w (D LO i W LL 10+00 10+50 10+75 10+00 10+50 10+75 STR1o13-STR10 STR166-STR16 STR 30 -POND STR:22; DI -213, L=6' STA:21 +T3.D6 RIM:5T5.87 INV IN. 509.04 TO 22B INV IN. 508.37 T(0 24 !NV OUT. 508.27 TO 20 I4 i 515 i 510 505 502 » .Opo $ED GRADE 520 STR:22B; DI -2B, L=6' _STA: 10+28.23 _RIM:515.87 INV OUT. 509.39 39 TO 22 515 1.20j 3" WAT /-EXISTING GRAD 510 -I b" RCP III 28.23 LF @ 1.26% I � 22A 505 I 502 J J o O W W r LO (D U U') - W LL 10+00 10+50 10+75 STR22B-STR22 470 408 PRO OSED GRADE i Lu 495 ! STA:11 +37.11 ! 495 STR:32• DI -7 --- ----- - --._.._ � --- ----- ii - -- , __ STA: 10+80.00 ( _ CONTRACTOR TO i--..- j I i I i I i I RIM:513.97 EXISTING TIE IN 5-4 -- - - - -- -- ! - - ---- - - - r I 01' 470 46 i I 8 > > W W � O d {� N O G0 _ LO O 00 i� °0 00 p o '- W O h` lf) i� co C7 V) 00 W m C7 h N a o u) o a 0) b 0) N O 00 O to - N 00 O o 00 co O -t N CO N d � co J J ; -EXISTING GRAD O Cp tom- r O O o . 0 • M °0 � M r a) r- o co ti o r M Ln rn CO co 00 CC) rn tf) N . C7 o . N I� N o N N . N m N r- O m W u) �� o W W N o0 LO o0 6 o co o to o c0 O) m M 00 �? O) O t6 O O 0) O c7 r o LO o <- O r r O O r <- N r cn r c7 r m r to � r r � c- � r r tc) c+7 (D 0W �- r r. `� �i CO d d C) d m d cf d d .� d C)) O) ct d SY d o tO O Ln O Lo Ln 1.O �y LO 0 sO r Lo r LO r U') r sO tO LO "O aO LO �- i r LO tO LL W W o 3 C6 INViIN ELEV=480.72' 0 (D 6 NV OUT ELEV=478.50'fi -? (6" i_ COUNTER -SUNK) Lo (6" COUNTERSUNK) -- -- --- - _ _ ;= J 475 o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+25 STR:8; DI -2C, L=8' STA: 13+11.68 RIM:494.10 INV IN. 487.42 TO 8B INV IN. 486.55 TO 8D INV OUT. 486.45 TO 6 Mt Em 480 478 -1_j W W W LL STR:8B; DI -2C, L=4' STA: 28.30 RIM:494r09 INV OUTi. 487.70 TO 8 _ 1 0iW , 8" WAT 400 - C!TKA E 485 15" RCP I�I 28.30 LF @ 1.00% � I STING GD j 480 ! I i 478 C3 'c`) 00 O 10+00 10+50 10+75 STR8B-STRB 520 XISTING GRADE STR:10; DI -213, L=10` STR:106; DI -2B, L=10' STR:16, • DI -213, L=8' STA:14+69.48 STA: 10+28.23 STA:17+93.32 - STR:16B; DI -213 L=$' RIM:498.35 RIM:498.4$ RIM:510.85 STA: 10+28.20 INV IN. 488.76 TO 12 INV OUT. 491.70 TO 10 INV IN. 504.04 TO 166 RIM: 510.84 INV IN. 491.40 TO 106 1 _-_ . __.___ 500 INV 1N. 504.04 TO 18 a - ----- - -INV OUT. 504.18 TO 16 INV OUT. 488.66 TO 8D FOPOSED GRADE INV OUT. 503.94 TO 14 I I I Tj ----I j EXISTING GLADE 510 ! 510 495 1495 - WAT _ I ( 8„ STM PR POSED GRA I 8„ WAT i' j 490 I ' I 490 505 -STM 505 -- - -- ! 1 A:: ---- - -- 15" Ll II 28 2R3 LF I@ 1.07% „ I ' -- -15 RCP III -I +-- I 28.20 LF @ 0.50% 4 500 500 85 485 3 - - - _ .. -- 482 ! 482 498 498 wwcc, co w w o 00 I w °' w w °r° O tD (D 0) w (D LO i W LL 10+00 10+50 10+75 10+00 10+50 10+75 STR1o13-STR10 STR166-STR16 STR 30 -POND STR:22; DI -213, L=6' STA:21 +T3.D6 RIM:5T5.87 INV IN. 509.04 TO 22B INV IN. 508.37 T(0 24 !NV OUT. 508.27 TO 20 I4 i 515 i 510 505 502 » .Opo $ED GRADE 520 STR:22B; DI -2B, L=6' _STA: 10+28.23 _RIM:515.87 INV OUT. 509.39 39 TO 22 515 1.20j 3" WAT /-EXISTING GRAD 510 -I b" RCP III 28.23 LF @ 1.26% I � 22A 505 I 502 J J o O W W r LO (D U U') - W LL 10+00 10+50 10+75 STR22B-STR22 10+00 10+50 11+00 11+50 12+00 12+25 CULVERTAT'A' 5 PRO OSED GRADE i Lu 495 STA:11 +37.11 520 495 STR:32• DI -7 --- ----- - --._.._ � --- ----- ii - -- , __ STA: 10+80.00 __........ -__ _ CONTRACTOR TO i--..- j I i I i I i RIM:513.97 EXISTING TIE IN 5-4 -- - - - -- -- INV OUT. 509.83 T( _ - - ---- - - - r I 01' � 515 490 I F 8' WATT j 490 - -- - - - -- _ _- _STM- - --- - r ---- --. _ ...- -- . ILL 2.66' j 1 STM I- F I ; -EXISTING GRAD 15" ST VD IT STD). EW -2 _ ST 510 I I _ =-1" z E:X,ISTING;GRAD 510 Ld U W u) W �8" SAN' WW> j OUT=5 485 -- 1 STMT i 485 ZJ 57.11 LF @ 1.00% 505 I I f�a0 L 1 505 I � o � 15" R III �- r 502 VERIFY U_DOT STD.E" 2 _-- -- - �I w - IW 1 CUL ERT U 32 W J J 480 COco r it ' ' - o N 00 480 < W W o 3 C6 INViIN ELEV=480.72' 0 (D 6 NV OUT ELEV=478.50'fi -? (6" i_ COUNTER -SUNK) Lo (6" COUNTERSUNK) -- -- --- - _ _ ;= J 475 o 48" RCP III 93.36 LF @ 2.38%. I < 475 Q i O _ - NoBSU F�CE EXP, T _ OATERtI T ... .i D 3 472 p FO THIS CULVE , T PER VDOT ! DIVISION MANUAL OF INSTRUCT A�� ON TABLE LS 3-1 472 W W LO o°D r p c6 0-) o 00 00 D 00 z� 1u) r) W O W LL z ILL]w 10+00 10+50 11+00 11+50 12+00 12+25 CULVERTAT'A' 5 10+00 10+50 11+00 11+50 11+75 INFLOW REROUTING AT 'A' VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. PROPOS D GRADE STR:32B; MH Lu STA:11 +37.11 520 STR:32• DI -7 RIM:516.86 -- , __ STA: 10+80.00 __........ -__ _ CONTRACTOR TO RIM:513.97 EXISTING TIE IN -_INV IN. 509.26 TO 32B__ INV OUT. 509.83 T( _ N INV OUT. 509.16 TO 515 nn $ '"00 515 0 8„ WAT ILL STM I- F I ; -EXISTING GRAD VDDT STD, EW -1 510 I I _ =-1" z 510 Ld U W u) W WW> IN OUT=5 L _- -- 15" RCP 0 o c co z ZJ 57.11 LF @ 1.00% 505 I I f�a0 L 1 505 I � o � 15" R III �- r 502 VERIFY I ( LF @ ! 1.21 % 502 w 0,_ oo IW U 32 W J J O COco 1\ o N 00 10 < W W o 3 C6 0 (D 6 z c� c�LO uj ) Q X U N Lo 0to C Lu LL ;= J o I < 10+00 10+50 11+00 11+50 11+75 INFLOW REROUTING AT 'A' VERTICAL SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. Lu Ce) zcyi N 0 ILL z Ld U W u) W WW> �z Z 0 o c co z ZJ O J J z _ f�a0 L 1 � o � I/ z p VERIFY ( 0,_ oo IW U 32 ° 10 < uj o 3 0 z uj ) Q X U N C ;= J o I < Q i O 1 3 p u 6 0 �o U D z� 1u) r) W O z ILL]w � o 11 1LLjz c II T L.i. J I� J O Iu) Lu 0 _o QU L O/ U C U <U X � E 20, � 5+.,�) a o � u Q rn Lu U-1 = E� 73 U •cn o m ]OB NO. c 102041 UO O > N O 200 v:S'jCALE 'S O H,1 "= 50'o SHEET NO. 6 a 13 Q) Q T L C � O > > (0 CD (y) Cq a) (0 P_ C) -IQ- 00 rl- C) 00 0) C) 't w WM L0 co 0) . (y) . LO . 0 (6 00 0) 4 C:) Lri N C6 c) 6 (0 14 LO w w P_ C:) 0 M - Cq M M 0') 0) Lr) 0 LO LO: LO LO LO LO U-) 1.0 LO LO LO LO w LL 0+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+25 PROPOSED 1 520 E> ISTING! GRAD STRt8-STR6 STR:24; DI -26, L=6' STA:22+18.39 RIM:515.68 INV IN. 508.70 TO 26 INV IN. 510.00 TO 24B INV OUT. 508.60 TO 22 STR:56; DI -1 STA: 12+65.38 STR:58; DI -213, L=10' STA: 13+31.73 RIM:511.44- rx,M:514.00 INV IN. 505.38 TO 58 515 . - - --- - ----- - ------ -INV OUT. 505.28 TO 54 INV OUT508.75 TO 56 STR:54; DI -213, L=10' STA:1 1+94.94 RIM:507.98- ___ . . .......... ... . . ..... INV IN. 501.92 TO 56 510 INV OUT. 501.82 TO 52 STR:52; DI -213, L=8' 510 - PROPOSED GRADE STA: 11+66.89 RIM:508 03/Z STR:50; DI -213, L=6' INV IN.501.37TO54--- . . .......... .... . . ..... STA:10+61.70-- INV OUT. 501.27 TO 15" RCP III RIM:501.04- .08 505 INV IN. 495.75 TO 52 1 0, , 66.35 LF @ 5.08%; INV OUT. 495.65 TO 34 55 -STM STR:34; DI-2EE, L=8 ....... . ..... __J STA: 10+28.19 \:-$LkN LA 1 28 RIM:497.781 INV IN. 492.60 TO z ----- -- -----1 150� SAN LAT 27 INV IN. 485.95 TO 36 51 INV OUT, 485.85 TO 6: @ 2.0 % 15" RCP 111 )X 70.43 LF @ 4.77% . . . ....... .. 15" RCP III 495 L 26 28.06 LF @ T 1.60% ---------- 49 5' 15" RCP III Ny 103.55 LF @ 5.33% TWA - - -------- - ----- - - SAN LAT 25 490 @ 2.08 Y. 61 - 173 XISTI G GRADE . ......... _15" RCP III 61.70 LF @ 4.94% 485 482 > > 00 co 00 04 uj w 00 co 00 co 00 (0 co 0 co LID 00 co CID _j _j COW w C� (6 �t 6 00 'm CID 0 0 0) 0) 0 CD LID U") NT C� LO LO LO W u_ I I I I 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 STR 58-STR 34 MR, STR:24B; DI -213; L=8' STA: 10+51.86 RIM:516.11 INV OUT. 510.26 TO 24 1 515 7 A 5 0 2.5 5 10 20 510 510 VERTICAL SCALE 520 520 E ISTIM4 UKAUF 500 515 515 STR:14; DI -2C, L=4'-' -PR POSED GRA STA. 17+43.90 T RIM:510.40-1 STR:14B; DI -2C, L=6' INV IN. 503.24 TO 16-1 _'_'STA: 10+28.17 495 INV IN. 503.24 TO 14B RIM:510.40 INV OUT. 503.14 TO 12 INV OUT. 503.41 TO 14 k- ;8" WAT 490 505 505 C . . . .... .................. 15" RCP III 485 500 28.17 LF @ 0.60% 482 498 498 Jw co _j _j M W Ill 00 0i u') LO W U- 10+00 10+50 10+75 STRIO-STRI.4 A . 6 9 1 PROP6SED GRADE i EXISTING 10+00 10+50 11+00 11+25 STR,60, MH STA: 10 0.75 -515 515 505 505 500 RIM:499.35- -INV IN. 490.40 TO 62 i ------ ----------- - --------- ------ -------- STR24B - STR24 STR:36; DI -2F, L=6' I. 67 r INV OUT. 487.00 -2C, PR - OPO - SE tyql� _i A STR:42; DI L=4' STA:10+92.54 -EXISTING GRADE 49 15" RCP III STA: 13+28.63 RIM:494.94 --- IT :)ROPO$ED WALLA 101.76 LF @ 3.59% 510 PROPOSED GRADE RIM:502.18 INV IN. 488.40 TO 36B XISTING GRAPE I INV IN. 497.10 TO 42B C -STR:42B; DI -213, L=10' INV IN. 486.40 TO 38 520 520 500 515 5115 STR:38; DI -213, L=4' -EXIjTING GRADE 4 SAN LAT 33 INV IN. 497.10 TO 44 STA:10+50.88 ---- ------ ---- ----------- - - ---------- --------------+_ - INV OUT. 486.30 TO 34 + INV OUT. 495.53 TO 40 �IM:502.67 STR:46; DI -213, L=6' I i STA: 12+47.71 505 7r, A STR:3613; DI -2C, L=6' EXISTING GRADE STA: 15+14.62 -PROPOSED GRADE STA:10+28.11 0, RIM:499.5763 --INV OUT. 497.36 TO 42 STR:44; DI -213, L=l PROPOSE) GRA RIM:513.52 0 493.52 TO 40 151 08 " RCP III EXISTIN RIM:494.94 -PR POSED GRADE INV IN GRADE 7 9, - ---------- - -------- d --STR:46B; DI -213, L=4' STA: 13+76.87 7 INV IN. 507.05 TO 46B 120.53 LF @ 2.63 INV OUT. 488.70 TO 36 INV IN. 492.95 TO 38B61 505 STA:10+28 18 DIII A7 STIM % INV IN. 507.05 TO 48 STR:44B;DI-2B,IL=10' INVOUT.492.85TO36 STR:38B; DI -28, L=10' RIM:513.55 INV IN. 500.10 TO 44B INV OUT. 506.95 TO 44 495 5 STA:10+28.04 490 STA:10+28.16 49 --INV OUT. 507.20 TO 46 INV IN. 500.10 TO 46 0 RIM:506.66 50 RIM:499.58 TO 42 INV OUT. 500.24 TO 44 INV OUT. 493.10 TO 38 INV OUT. 500.00 INV - -------- - -4- 500 500 87 WAT 8" *T 510 - STM 490 505 505 4 510 490 85 S m 495 495 2A 8" WXT _4 1.12' 4 A u 3 A WXT 495 495 Sim _J, 5 RCP III Lu 44A RCP III 15"RCP III 1 505 15" 485 485 500 480 50.8 LF (C 500 28.16 LF @ 0.53% ------------- -0.51% 28.18 LF @ 0.50% 490 492 492 5" RCP III --- --- A 502 1 502 478 > > 482 28.11 LF @ 1.07% 498 98 co uJ uj CD 00 .15" RCP 111 488 488 co CN Ci > > > > 28.04 LF @ 0.50% Ji w (D uj ui LO > > > > (D (D 117) Ln LO UD _j C) uj LO ui w ro C) > uj w w uj _j _j _j C14 > (6 Lu 0) "t w Ill Cf) Lo (3) Lu LIJ C) _j _j (D (D C9 (D (D LO U-5 Uj Lu "t 6 (D (3 Lu LL C> 0) LLI LL 10+00 10+5 11+00 11+25 Lu LL Lu ILL (D (D LO +75 O� 10+00 10+50 10+75 10+00 10+50 10+75 10+00 10+50 10 1 10+00 10+50 10+75 STR 42B - STR 42 STR 46B STR 46 STR 36B-STR 36 STR 44B-STR 44 STR 38B-STR 38 15" RCP III -)2.97%-- ------- ------------- T --------- - 33.64 LF (a_ ---- -------- ----------- ------------ 4 155" RCP III 75i.26 LF @ 2.66% r _7 59 30!' STM STM 5 --------- ---- - ---- -------- - ------------ --- ------ - --- -------- ---------- -- -- - ----- ------------ ------------ 15" RCP III _-20.75 LF@ 2.65% VDOT STD., EW -1 RIPRAP OUTLET --------------- --- -------- - ----------- ----------- ------------ ----------- ---------- --------- - ------- ---- T --------- T PROTECTION EXISTING STREAM BE) C) LO CY) C14 C) U') C14 LO 00 (6 co Ci co cr) N LO vi C) 0 0 00 0) C) C) 0 CD Lo 't LO It Lr) '-t LO Lo U-) LO LO 10+00 10+50 '11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+2 STR 68 - OUT v, 0p t/ SCOUP R. COUINS'-;" No. 35791 IN FEET NOTES: I ALL ROADWAY EMBANKMENT OA TERIAL SHALL CONSIST ,--i-4 PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE -1 UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION J03.04. 2. ALL FILL MUST MEET 95% COMPACTION. 3. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER LF@ 0.50% SANITARY SEWER. 4. MINIMUM X OF COVER MUST BE MAINTAINED OVER WIL 5. MINIMUIV /' OF VERTICAL SEPARATION FROM STORM STR:68; DI -7 SEWER & WIL AND 1.5' OF SEPARATION BETWEEN WAL & SANITARY SEWER MUST BE P�'OVIDED, 6. VDOT STD. IS -1 REQUIRED On ALL STRUCTURES 7. ALL PIPE IS CLASS /// RCP, UNLESS NOTED OTHERWISE. 8. VDOT STD SL -1 REQUIRED ON SIR 32. RIM:501.80-! A . 6 9 1 PROP6SED GRADE i EXISTING 10+00 10+50 11+00 11+25 STR,60, MH STA: 10 0.75 -515 515 505 505 500 RIM:499.35- -INV IN. 490.40 TO 62 i ------ ----------- - --------- ------ -------- STR24B - STR24 STR:36; DI -2F, L=6' I. 67 r INV OUT. 487.00 -2C, PR - OPO - SE tyql� _i A STR:42; DI L=4' STA:10+92.54 -EXISTING GRADE 49 15" RCP III STA: 13+28.63 RIM:494.94 --- IT :)ROPO$ED WALLA 101.76 LF @ 3.59% 510 PROPOSED GRADE RIM:502.18 INV IN. 488.40 TO 36B XISTING GRAPE I INV IN. 497.10 TO 42B C -STR:42B; DI -213, L=10' INV IN. 486.40 TO 38 520 520 500 515 5115 STR:38; DI -213, L=4' -EXIjTING GRADE 4 SAN LAT 33 INV IN. 497.10 TO 44 STA:10+50.88 ---- ------ ---- ----------- - - ---------- --------------+_ - INV OUT. 486.30 TO 34 + INV OUT. 495.53 TO 40 �IM:502.67 STR:46; DI -213, L=6' I i STA: 12+47.71 505 7r, A STR:3613; DI -2C, L=6' EXISTING GRADE STA: 15+14.62 -PROPOSED GRADE STA:10+28.11 0, RIM:499.5763 --INV OUT. 497.36 TO 42 STR:44; DI -213, L=l PROPOSE) GRA RIM:513.52 0 493.52 TO 40 151 08 " RCP III EXISTIN RIM:494.94 -PR POSED GRADE INV IN GRADE 7 9, - ---------- - -------- d --STR:46B; DI -213, L=4' STA: 13+76.87 7 INV IN. 507.05 TO 46B 120.53 LF @ 2.63 INV OUT. 488.70 TO 36 INV IN. 492.95 TO 38B61 505 STA:10+28 18 DIII A7 STIM % INV IN. 507.05 TO 48 STR:44B;DI-2B,IL=10' INVOUT.492.85TO36 STR:38B; DI -28, L=10' RIM:513.55 INV IN. 500.10 TO 44B INV OUT. 506.95 TO 44 495 5 STA:10+28.04 490 STA:10+28.16 49 --INV OUT. 507.20 TO 46 INV IN. 500.10 TO 46 0 RIM:506.66 50 RIM:499.58 TO 42 INV OUT. 500.24 TO 44 INV OUT. 493.10 TO 38 INV OUT. 500.00 INV - -------- - -4- 500 500 87 WAT 8" *T 510 - STM 490 505 505 4 510 490 85 S m 495 495 2A 8" WXT _4 1.12' 4 A u 3 A WXT 495 495 Sim _J, 5 RCP III Lu 44A RCP III 15"RCP III 1 505 15" 485 485 500 480 50.8 LF (C 500 28.16 LF @ 0.53% ------------- -0.51% 28.18 LF @ 0.50% 490 492 492 5" RCP III --- --- A 502 1 502 478 > > 482 28.11 LF @ 1.07% 498 98 co uJ uj CD 00 .15" RCP 111 488 488 co CN Ci > > > > 28.04 LF @ 0.50% Ji w (D uj ui LO > > > > (D (D 117) Ln LO UD _j C) uj LO ui w ro C) > uj w w uj _j _j _j C14 > (6 Lu 0) "t w Ill Cf) Lo (3) Lu LIJ C) _j _j (D (D C9 (D (D LO U-5 Uj Lu "t 6 (D (3 Lu LL C> 0) LLI LL 10+00 10+5 11+00 11+25 Lu LL Lu ILL (D (D LO +75 O� 10+00 10+50 10+75 10+00 10+50 10+75 10+00 10+50 10 1 10+00 10+50 10+75 STR 42B - STR 42 STR 46B STR 46 STR 36B-STR 36 STR 44B-STR 44 STR 38B-STR 38 15" RCP III -)2.97%-- ------- ------------- T --------- - 33.64 LF (a_ ---- -------- ----------- ------------ 4 155" RCP III 75i.26 LF @ 2.66% r _7 59 30!' STM STM 5 --------- ---- - ---- -------- - ------------ --- ------ - --- -------- ---------- -- -- - ----- ------------ ------------ 15" RCP III _-20.75 LF@ 2.65% VDOT STD., EW -1 RIPRAP OUTLET --------------- --- -------- - ----------- ----------- ------------ ----------- ---------- --------- - ------- ---- T --------- T PROTECTION EXISTING STREAM BE) C) LO CY) C14 C) U') C14 LO 00 (6 co Ci co cr) N LO vi C) 0 0 00 0) C) C) 0 CD Lo 't LO It Lr) '-t LO Lo U-) LO LO 10+00 10+50 '11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+2 STR 68 - OUT v, 0p t/ SCOUP R. COUINS'-;" No. 35791 IN FEET 0) ,--i-4 -1 7-1 51 R:66; 131-1 1 inch 5 ft. T -i CD 51.86 LF@ 0.50% cy? cq M STA: 12+50.18 STR:68; DI -7 CY) 505 z 0) 505 RIM:501.80-! 1 S TA:13+51.94 CN 0 0 U) 4 0 U 0 u INV IN. 496.b( I u tits RIM:505.30 CY) u < u Ln HORIZONTAL SCALE V) z 0 z z uj :D U 510 INV OUT. 496.77 TO 64 INV OUT. 500.52 TO 66 502 0 > 0 0 502 <0 w STR:62; MH w u rl� 50 0 25 50 100 200 0 -n F-- CL UJ 0- UJ HL W STA:10+96.01 STR:64; MH o- LuLj CL > - LLJ > w wl Lu N LLJ > 510 RIM:499.80 _T_ STA: 11+29.65 ---- - ----- U) - Ln w d Ill C-� C) 0� LO (0 L6 RNMEM > C6II INV IN. 492.50 TO 64 -RIM:499.80 IN FEET (D 01 1 inch 50 ft. uj U - LO LID LO 0-1 0 505 INV OUT. 492.40 TO 6 INV IN. 493.60 TO 66 0 INV OUT. 493.50 10 62-------- A . 6 9 1 PROP6SED GRADE i EXISTING 10+00 10+50 11+00 11+25 STR,60, MH STA: 10 0.75 -515 515 505 505 500 RIM:499.35- -INV IN. 490.40 TO 62 i ------ ----------- - --------- ------ -------- STR24B - STR24 STR:36; DI -2F, L=6' I. 67 r INV OUT. 487.00 -2C, PR - OPO - SE tyql� _i A STR:42; DI L=4' STA:10+92.54 -EXISTING GRADE 49 15" RCP III STA: 13+28.63 RIM:494.94 --- IT :)ROPO$ED WALLA 101.76 LF @ 3.59% 510 PROPOSED GRADE RIM:502.18 INV IN. 488.40 TO 36B XISTING GRAPE I INV IN. 497.10 TO 42B C -STR:42B; DI -213, L=10' INV IN. 486.40 TO 38 520 520 500 515 5115 STR:38; DI -213, L=4' -EXIjTING GRADE 4 SAN LAT 33 INV IN. 497.10 TO 44 STA:10+50.88 ---- ------ ---- ----------- - - ---------- --------------+_ - INV OUT. 486.30 TO 34 + INV OUT. 495.53 TO 40 �IM:502.67 STR:46; DI -213, L=6' I i STA: 12+47.71 505 7r, A STR:3613; DI -2C, L=6' EXISTING GRADE STA: 15+14.62 -PROPOSED GRADE STA:10+28.11 0, RIM:499.5763 --INV OUT. 497.36 TO 42 STR:44; DI -213, L=l PROPOSE) GRA RIM:513.52 0 493.52 TO 40 151 08 " RCP III EXISTIN RIM:494.94 -PR POSED GRADE INV IN GRADE 7 9, - ---------- - -------- d --STR:46B; DI -213, L=4' STA: 13+76.87 7 INV IN. 507.05 TO 46B 120.53 LF @ 2.63 INV OUT. 488.70 TO 36 INV IN. 492.95 TO 38B61 505 STA:10+28 18 DIII A7 STIM % INV IN. 507.05 TO 48 STR:44B;DI-2B,IL=10' INVOUT.492.85TO36 STR:38B; DI -28, L=10' RIM:513.55 INV IN. 500.10 TO 44B INV OUT. 506.95 TO 44 495 5 STA:10+28.04 490 STA:10+28.16 49 --INV OUT. 507.20 TO 46 INV IN. 500.10 TO 46 0 RIM:506.66 50 RIM:499.58 TO 42 INV OUT. 500.24 TO 44 INV OUT. 493.10 TO 38 INV OUT. 500.00 INV - -------- - -4- 500 500 87 WAT 8" *T 510 - STM 490 505 505 4 510 490 85 S m 495 495 2A 8" WXT _4 1.12' 4 A u 3 A WXT 495 495 Sim _J, 5 RCP III Lu 44A RCP III 15"RCP III 1 505 15" 485 485 500 480 50.8 LF (C 500 28.16 LF @ 0.53% ------------- -0.51% 28.18 LF @ 0.50% 490 492 492 5" RCP III --- --- A 502 1 502 478 > > 482 28.11 LF @ 1.07% 498 98 co uJ uj CD 00 .15" RCP 111 488 488 co CN Ci > > > > 28.04 LF @ 0.50% Ji w (D uj ui LO > > > > (D (D 117) Ln LO UD _j C) uj LO ui w ro C) > uj w w uj _j _j _j C14 > (6 Lu 0) "t w Ill Cf) Lo (3) Lu LIJ C) _j _j (D (D C9 (D (D LO U-5 Uj Lu "t 6 (D (3 Lu LL C> 0) LLI LL 10+00 10+5 11+00 11+25 Lu LL Lu ILL (D (D LO +75 O� 10+00 10+50 10+75 10+00 10+50 10+75 10+00 10+50 10 1 10+00 10+50 10+75 STR 42B - STR 42 STR 46B STR 46 STR 36B-STR 36 STR 44B-STR 44 STR 38B-STR 38 15" RCP III -)2.97%-- ------- ------------- T --------- - 33.64 LF (a_ ---- -------- ----------- ------------ 4 155" RCP III 75i.26 LF @ 2.66% r _7 59 30!' STM STM 5 --------- ---- - ---- -------- - ------------ --- ------ - --- -------- ---------- -- -- - ----- ------------ ------------ 15" RCP III _-20.75 LF@ 2.65% VDOT STD., EW -1 RIPRAP OUTLET --------------- --- -------- - ----------- ----------- ------------ ----------- ---------- --------- - ------- ---- T --------- T PROTECTION EXISTING STREAM BE) C) LO CY) C14 C) U') C14 LO 00 (6 co Ci co cr) N LO vi C) 0 0 00 0) C) C) 0 CD Lo 't LO It Lr) '-t LO Lo U-) LO LO 10+00 10+50 '11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+2 STR 68 - OUT v, 0p t/ SCOUP R. COUINS'-;" No. 35791 'y''y' 0) ,--i-4 -1 7-1 T -i CD � h cy? cq M CY) 0 z 0) CN 0 0 U) 4 0 U 0 u u wasm CY) u < u Ln V) z 0 z z uj :D U =� a =) 0 > 0 0 <0 w V 0� w u rl� 0 -n F-- CL UJ 0- UJ HL W (-) o- LuLj CL > - LLJ r) w Lu r) w LLJ > 510 H > U) - Ln 0 > w > RNMEM > C6II II I D U) 'y''y' 0) ,--i-4 -1 7-1 T -i CD � h cy? cq M CY) z 0) 0) Lu cy? CY) z 0) CN 4 wasm CY) < C) wM N 06 04UO Q) W W U) LuLj > Lu __j 510 - Ln 0 0 RNMEM > C6II II I D U) U) UJ 0-1 0 F- 0 0 505Lu 0 < LLJ = 0 3: U) Q) Z ry u.j -a X (1) -C 500 < 13 0 Z (D 0 LLJ 495 ul 0 -3 U) 61 U) Ld Ld 490 LLJ ui LLJ M U z o U) uj 0 0 485 uj 0 C� II > 0 .- u V) 0 0 x 480 (DE 0o 0 478 N =3 u Lu rn Lu E - 0 I Lu U) :3 0.> 0 co JOB NO. 102041 5 110, >0 0 SCALE V: 1 "= 5' II U) H:1 "=50 1 CQ0, SHEET NO. 0 CL -a 14 Q) >1 Design Storm Year = 10 PO(N'f DOWNSTREAM S I-RL'I IRE DRAM AREA 12UNOFF COEFF. 0111 INCR AC'.CUM INLET TIME RAIN FALL RUNOFF h RT EI._VAI IONS LENG'T'H SLOPE DIA CAP A- CITY VEL FLOW 1IME Prepared bw: KKW ACR85 C Table MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC ° o 75 Q a s F- 1 O O i - S OUTLET1Il'F,12i SURFACE j 30 D I? U._6 0.70 0.18 0.18 5.00 6.67 L2 .511- FINAL NLL'C' WATER H S'URF'ACE ELEV RIM [:LEV PIPE DESIGN z j Q 28 Z) 509.6 SU9.48 28.72 0.0052 15 4.7 3.2 9.1 28 0.02 0.85 0.02 0.20 5.15 6.62 13 51.86 t5 093 0.000 O.Ot Io.s o.o > z 26 p C] > 509.3 50895 85.56 0.0050 15 4.6 3 2 26.8 26 0.08 0.80 0.06 0.26 5.60 6.48 1.7 Pipe 24 24B 508.85 508.70 28.10 0.0053 15 4.7 3.5 8.0 24 0.40 0.57 0.23 0.65 8.30 5.74 3.7 0.00 0.01 511.01 51 ii 6. ? Cn 7 Lu N ¢ 22 a�� v v C E7 v " ° E a 1 m 508.60 508.37 45.32 0.0051 15 4.6 4.2 10.9 - °� o 0.37 0.54 0.20 0.97 8.48 5.70 5.5 504.52 14B 28.17 15 11.41 0.000 0.01 1.1 O.0 I 0.09 U 0 0.01; NA 0.00 0.02 504.53 510.40 1 487.5 20.75 15 4.13 0.004 0.08 3.4 0.0 20 508.2 506.50 23230 0.0076 15 5.6 5.2 44.4 20 0.41.1 023 0.64 0.15 1.11 922 5.53 6.2 1 g SU6.4 506.10 28.36 0.0106 18 10.8 6.3 4.5 18 0.17 0.72 0.12 1.24 9.29 5.52 6.8 18.2 0.3 16 30 506.0 504.04 119.08 0.0165 18 13.5 7.6 15.6 16-[0.19 6.67 0.71 0.13 1.51 9.55 5.46 8.3 28.7 0.01 0.0052 15 4.67 3.16 0.15 14 62 4.1 .4 l4 0.2 0.0 0 0 0.32 N/A 0.16 0.47 492.47 499.80 494.2 33.64 15 4.13 0.004 0.14 503.9;4 503.24 49.42 0.0142 18 12.5 7.5 6.6 14 0.08 0.82 0.07 1.79 9.66 5.44 9.7 26 0.02 0.85 0.017 0.199 5.15 12 1 0.11 1.32 509.38 508.95 503.1 502.68 8532 0.0054 24 16.6 5.5 15.6 12 0.09 0.80 0.07 1.86 9.92 5.39 10.0 4.1. '3.4 14 0.2 0.00 0 0 10 N/A 0.05 0.19 j 494.44 499.80 26 502.5 488.76 189.10 0.0731 24 612 14.2 13.3 10 6.48 0.27 0.75 020 2.29 10.15 5.34 12.3 28.1 0.01 O.OQ53 15 4.72 3.51 0.13 gD 495.5(I 120.53 15 41.13 0.004 0.49 488.66 487.80 96.12 0.0089 24 21.4 7.0 13.7 8D 0.12 0.70 0.08 2.38 10.37 530 12.6 22 0.40 0.57 0.228 0.651 8.30 g 1.31 3.74 508.60 508.37 487.7 486.55 61.14 0.0188 24 31.0 9.3 6.6 8 0.33 0.70 0.23 2.76 10.48 5.28 14.6 ;3.3 0.0 6 1 1486.45 22 20 485.40 139.19 0.0075 24 19.6 6.8 20.3 6 5.70 026 0.70 0.18 8.23 60.74 2.11 21.2 232.3 0.01 0.0076 15 5.64 5.23 0.74 4485.3 68 1 484.60 39.11 0.0179 30 54.9 10.4 3.7 4 0.04 0.00 030 0.007 8.23 60.80 2.11 21.2 18 0.23 0.64 0.147 1.113 9.22 2 0.81 6.16 506.40 506.10 484.5 482.92 51.01 0.0310 30 72.2 12.8 4.0 0.07 0.00 0.30 0.00 8.23 60.87 2.11 21.2 OUT 18 482.8p 481.00 41.99 0.0433 30 85.4 14.2 3.0 5.52 0.68 6.82 506.00 504.04 119.1 0.01 0.0165 18 13.48 7.63 0.26 16 14 1 0.71 0.135 1.511 9.55 5.46 0.74 22B 0.16 0.72 0.12 0.12 5.00 6.67 0.8 7.54 0.11 498.1{? 50.88 15 2'',.60 0.002 0.08 ?.1 0.0 42B 509.3P 509.04 28:33 0.0124 15 7.2 3.8 7.4 0.09 498.19 i 14 12 0.08 0.82 0.066 1.788 9.66 5.44 0.36 9.72 503.14 502.68 85.3 0.01 0.0054 24 16.61 5.46 0.26 16B 0.21 0.67 0.14 11 0.14 5.00 6.67 09 16 12 10 0.09 0.80 504.13 504.04 28.20 0.0050 15 4.6 2.9 9.8 10.01 502.58 488.76 111, 0.01 0.0731 24 61.16 14.25 0.22 111.4 1013 0.31 0.75 0.23 0.23 5.00 6.67 1.5 0.203 2.295 10.15 5.34 1.08 10 488.66 48 7.$0 96.1 0.01 0.0089 24 491.7 491.40 28.23 0.0106 15 6.7 4.4 6.5 0.00 0 0 0.011 NA 0.00 0.02 i 489.4 494.94 8D 8 0.12 0.70 0.084 2.379 10.37 5.30 8B 0.19 0.80 0.15 11 0.15 5.00 6.67 1.0 24 31.03 9.33 0.11 g II 487.79 487.42 28.30 0.0099 15 6.4 3.8 7.5 8 6 0.33 0.70 0.231 2.762 10.48 5.28 122 14.57 486.45 485.40 139.2 0.01 0.0075 24 19.65 6.84 0.34 32P, 1.15 0.45 0.521 0.52 5.00 6.67 3.4 32 1 6 4 0.26 0.70 509.+,S50926 0.182 57.11 0.0100 15 6.5 5.3 10.7 32 0.86 0.60 0.5211 1.03 5.18 6.61 6.8 30 54.87 10.44 0.06 49.95 28.16 15 0.75 0.000 0.00 0.6 0.0 OUT 1 509.1 " 508.30 70.70 0.0122 15 7.1 6.6 10.7 0.00 NA 0.00 0.00 493.95 499.58 4 2 0.00 0.30 0 000 8.229 60.80 2.11 0.00 21.17 484.50 482.92 51. 0 0.01 1 0.03 0 30 72.1 9 12.7 6 0.07 58 0.38 0.70 0 27 0.27 5.00 6.67 1.8 56 10.03 i 2 OUT 508.7 505.38 66.35 0.0508 15 14.6 79 8.4 56 0.00 090 0.03 0.29 5.14 6.62 1.9 0.01 0.0433 30 85.39 14.22 0.05 54 ; 505.2 501.92 70.43 0.0477 15 14.1 8.1 8.7 54 034 0.65 0.221 0.51 5.29 6.58 3.4 _ 52 501.8 501.37 28.06 0.0160 15 8.2 6.3 4.5 52 501.19 28.04 15 1.12 0.17 0.80 0.1411 0.65 5.35 6.55 4.3 1 _� 0 50 0.06 NA 0.00 0.01 501.11 506.66 22B 501.2 495.75 103.55 0.0533 15 14.9 .10,4 10.0 50 0.51 0.50 0.26 0.91 5.53 6.50 5.9 509.04 28.2 0.01 0.0124 15 7.19 3.81 34 495.65 492.60 61.70 0.0494 15 14.4 11..1 5.6 i Piperun: 16B-16508.0 48 46 1.39 S 0.8_ 1.1811 1.18 5.00 6.67 79 I 508.5 507.05 72.28 0.0201 15 9.1 8.4 8.6 46 44 10.21 0.75 0.161 1.45 5.17 6.61 9.6 506.9 500.10 137.75 0.0497 15 14.4 12.51 11.0 44 0.17 0.70 0.121 1.74 5.35 6.55 11A 504.04 28.2 0.01 0.0050 15 4.55 2.88 42 28.18 l5 0.74 0.000 0.000.0 46B 500.09 497.10 4824 0.0601 15 15.8 14.0) 3.4 42 0.09 035 0.75 0.261 2.39 5.41 6.54 15.6 513.55 Pipe Pie run: 10B-10 40 495.513 494.90 28.19 0.0223 18 15.7 10.1 2.8 40 0.80 0.2611 2.65 5.46 6.52 17.2 38 494.8 493.52 52.73 0.0243 24 35.2 11.1 4.7 38 F0.3 0.85 0.0311 2.78 5.54 6.50 18.1 491.70 491.41) 28.2 d.01 0.0106 15 6.66 36 0.11 492.8 486.40 155.18 0.0416 24 46.1 13.7 113 36 0.70 0.251 3.29 5.73 6.44 21.2 Pipe run: 8B-8 p 34 486.3T 485.95 64.34 0.0054 30 303 6.6 9.7 340.06 0.80 0.051 5.29 1 60.69 2.11 21.2 21.2 .3 91 6 0.1 0 0 0.171 NA 0.09 0.19 .487.59 485.85 1 485.40 28.19 0.0160 30 51.8 10.61 2.8 0.152 Q.152 5.00 6.67 1.01 1.01 487.70 487.42 28.3 0.01 0.0099 15 6.43 3.75 0.13 487.95 6434 30 2 .17 0.003 0.17 43 0.1 46B 0.13 0.85 0.11 0.11 5.00 6.67 0.7 Pipe run: 32B OUT 46 507.2 507.05 28.18 0.0053 15 4.7 2.8 10.2 36 18.1 5.8 104 0.5 0.1 0 0 0.25' NA 0.13 0.30 488.25 494.94 32B 32 1.15 0.45 44B 0.518 0.21 0.80 0.17 0.17 5.00 6.67 1.1 3.45 509.83 509.26 57.1 0.01 0.0100 15 6.45 44 5.35 0.18 488.25 155.18 24 19.07 0.006 099 15.8 0.1 38 500.2114 500.10 28.04 0.0050 15 4.6 3.01 9.2 .5 95 0.5 0.1 0 0 0.2 NA 0.15 1.14 489.38 499.57 1 32 OUT 0.86 0.60 0.516 1.034 5.18 6.61 3.41 6.83 509.16 508.30 70.7 0.01 0.0122 38B 7.12 0.14 0.80 0.111 0.11 5.00 6.67 0.7 52.73 24 11.25 0.006 0.31 5.5 0.1 38 493.1 492.95 28.16 0.0053 15 4.7 2.& 10.2 40 15.6 .8 36B 1.2 035 0.75 1 0.261 0.26 5.00 6.67 1.7 495.70 502.19 58 56 0.38 0.70 0.266 0.266 36 7 6.67 1 1.77 1.77 488.7 488.40 28.1.1 0.0107 15 6.7 J4.5;,6.2 14.56 7.92 0.14 496.1 28.1.9 18 15.61 0.022 0.62 8.8 0.3 42 11.4 .3 106 1.3 0.41 0 0 0.771 NA 039 1.01 497.11 502.18 56 54 0.03 0.90 42B 0.027 0.52 0.75 03911 0.39 5.00 6.67 2.6 1.94 505.28 501.92 70.4 0.01 0.0477 15 42 8.06 1 498.1 497.36 497.10 50.88 0.0051 15 4.6 1 3.9 13.2 54 52 0.34 0.65 0.221 0.514 5.29 6.58 1.45 3.38 501.82 501.37 28.1 0.01 0.0160 15 68 6.40 0.30 1.921 1.92 60.00 2.12 4.1 9.6 .8 75 66 0.3 0 0 0.6T. NA 0.33 1.83 11 500.5;? 496.87 101.76 0.0359 15 12.2 8.9 1 1 S 66 0.09 0.30 0.031 1.95 60.19 2.12 4.1 501.27 495.75 103.6 O.d1 0.0533 15 14.91 64 0.17 501.1 137.75 15 911.58 0.022 3.03 7.8 0.2 46 496.717 494.50 120.53 0.0188 15 8.9 7.0 17.1 64 0.6 0.00 0.30 0.001 1.95 60.48 2.12 4.1 513.53 50 34 1 0.51 0.50 0.255 0.905 62494.41) 6.50 1.66 5.88 495.65 493.25 33.64 0.0342 15 11.9 8.8 3.8 62 0.00 0.30 0.0011 1.95 60.54 2.12 4.1 1.07 6.4 0.2 60 -` Pipe run: 48-6 p 493.1 491.00 7526 0.0286 15 10.9 8.2 9.2 60 0.00 0.30 0.11 1.95 60.69 2.11 4.1 OUT 48 487.0 486.50 20.75 0.0241 15 .10.0 7.7 2.7 0 0 0.161 NA 0.08 1.15 509.20 513.00 48 46 1.39 0.85 1.182 1.182 5.00 6.67 7.88 .1 7.88 508.50 507.05 72.3 0.01 0.0201 15 9.15 8.37 14B 0.14 0.32 0.660.211 0.21 5.00 6.67 1.4 14 503.41 503.24 28.17 0.0060 15 5.0 3.5 8.l 1.450 5.17 6.61 1.04 9.58 506.95 500.10 137.8 0.01 0.0497 15 14.41 '12.52 0.18 493.61) 61.70 15 5'.88 0.008 0.51 4.8 0.1 24B 028 0.57 0.1611 0.16 8.00 5.81 0.9 44 42 0.17 0.70 0.119 1.737 241 6.55 0.78 11.38 +510.2,10 1 510.00 51.86 0.0050 1 15 4.6 2.9 179 SCOTT R. COLLINSZ' No. 3791 v O 1' Design Ye�ir: c 10 0 U ri Project: -i Estes Park -4 to U) Job #: ##### ° Prepared bw: KKW T ' Pi able 8. pe De sign Table co (D c U U) ° SHEET NO. O 15co ° o 75 Q a s F- 1 O O i - S OUTLET1Il'F,12i SURFACE j s D I? W � S i H Y ' H Q. .1 UNCTION LOS -i Q"'V ;V /2g H ANGLEI FIy - - FI !! 7.311 .511- FINAL NLL'C' WATER H S'URF'ACE ELEV RIM [:LEV PIPE DESIGN z j Q :D0 Z) n = 0.013 for RCP n = 0.01 for HDPE U cY w U O 511.0( 51.86 t5 093 0.000 O.Ot Io.s o.o > z LU p C] > (n > U) Pipe p � LU Hydrology � w Pipe 24B 0.09I U 0 0.0 NA 0.00 0.01 511.01 51 ii 6. ? Cn 7 Lu N ¢ O c v a�� v v C E7 v " ° E a 1 m : o cs o "- O 0 w V - N0 E c m !? o rn - °� o v 3 O u Q vO > o E E LL 504.52 14B 28.17 15 11.41 0.000 0.01 1.1 O.0 I 0.09 U 0 0.01; NA 0.00 0.02 504.53 510.40 1 487.5 20.75 15 4.13 0.004 0.08 3.4 0.0 60 4.1 2 34 1.0 0.37 0 0 0.41.1 N/A 0.21 0.29 487.79 499.35 Pipe run: 30 -OUT 492.01) 75.26 15 41.13 0.004 0.31 18.2 0.3 30 28 0.26 0.70 0.182 0.182 5.00 6.67 1.21 1.21 509.63 509.48 28.7 0.01 0.0052 15 4.67 3.16 0.15 62 4.1 .4 l4 0.2 0.0 0 0 0.32 N/A 0.16 0.47 492.47 499.80 494.2 33.64 15 4.13 0.004 0.14 X3.4 0.0 28 26 0.02 0.85 0.017 0.199 5.15 6.62 0.11 1.32 509.38 508.95 85.6 0.01 0.0050 15 4.58 3.19 0.45 64 4.1. '3.4 14 0.2 0.00 0 0 0.111 N/A 0.05 0.19 j 494.44 499.80 26 24 0.08 0.80 0.064 0.263 5.60 6.48 0.41 1.70 508.85 508.70 28.1 0.01 O.OQ53 15 4.72 3.51 0.13 495.5(I 120.53 15 41.13 0.004 0.49 3.4 0.0 24 22 0.40 0.57 0.228 0.651 8.30 5.74 1.31 3.74 508.60 508.37 45.3 0.01 0.0051 15 4.60 4.17 0.18 66 4.1 .3 14 0.2 0.06 0 0 0.1 NA 0.05 0.54 '.496.04 501.80 497.81 101.76 15 4'.08 0.004 0.41 ;3.3 0.0 1 22 20 0.37 0.54 0.200 0.966 8.48 5.70 1.14 5.50 508.27 506.50 232.3 0.01 0.0076 15 5.64 5.23 0.74 68 1 0.0 0 0 0.04 NA 0.02 0.43 498.30 505.30 20 18 0.23 0.64 0.147 1.113 9.22 5.53 0.81 6.16 506.40 506.10 28.4 0.01 0.0106 18 10.80 6.31 0.07 i 18 16 0.17 0.72 0.122 1.235 9.29 5.52 0.68 6.82 506.00 504.04 119.1 0.01 0.0165 18 13.48 7.63 0.26 16 14 0.19 0.71 0.135 1.511 9.55 5.46 0.74 8.25 503.94 503.24 49.4 0.01 0.0142 18 12.50 7.54 0.11 498.1{? 50.88 15 2'',.60 0.002 0.08 ?.1 0.0 42B 0.0 0 0 0.02 NA 0.01 0.09 498.19 502.67 14 12 0.08 0.82 0.066 1.788 9.66 5.44 0.36 9.72 503.14 502.68 85.3 0.01 0.0054 24 16.61 5.46 0.26 12 10 0.09 0.80 0.072 1.860 9.92 5.39 0.39 10.01 502.58 488.76 189.1 0.01 0.0731 24 61.16 14.25 0.22 111.4 I 10 8D 0.27 0.75 0.203 2.295 10.15 5.34 1.08 12.26 488.66 48 7.$0 96.1 0.01 0.0089 24 21.40 7.03 0.23 489.4 28.11 15 1.75 O.00I 0.02 0.0 �6B 0.00 0 0 0.011 NA 0.00 0.02 i 489.4 494.94 8D 8 0.12 0.70 0.084 2.379 10.37 5.30 1 0.44 12.60 487.70 486.55 61.1 0.01 0.0188 24 31.03 9.33 0.11 8 6 0.33 0.70 0.231 2.762 10.48 5.28 122 14.57 486.45 485.40 139.2 0.01 0.0075 24 19.65 6.84 0.34 6 4 0.26 0.70 0.182 8.229 60.74 2.11 0.38 21.17 485.30 48 4.60 39.1 0.01 0.0179 30 54.87 10.44 0.06 49.95 28.16 15 0.75 0.000 0.00 0.6 0.0 38B 0.09 0 0 0.00 NA 0.00 0.00 493.95 499.58 4 2 0.00 0.30 0 000 8.229 60.80 2.11 0.00 21.17 484.50 482.92 51. 0 0.01 1 0.03 0 30 72.1 9 12.7 6 0.07 i 2 OUT 0.00 0.30 0.000 8.229 60.87 2.11 0.00 21.17 482.82 481.00 42.0 0.01 0.0433 30 85.39 14.22 0.05 ; I Pipe run: 2213-22 501.19 28.04 15 1.12 0.000 0.01 0.9 0.0 4413 1 0.0(1 0 0 0.06 NA 0.00 0.01 501.11 506.66 22B 22 0.16 0.72 0.115 0.115 5.00 6.67 0.77 0.77 509.39 509.04 28.2 0.01 0.0124 15 7.19 3.81 0.12 1 Piperun: 16B-16508.0 ; 11 16B 16 0.21 0.67 0.141 0.141 5.00 6.67 0.94 0.94 504.18 504.04 28.2 0.01 0.0050 15 4.55 2.88 0.16 28.18 l5 0.74 0.000 0.000.0 46B VO6 0.09 0 0 0.001 NA 0.00 0.00 508.05 513.55 Pipe Pie run: 10B-10 10B 10 0.31 0.75 0.233 0.233 5.00 6.67 1.55 1.55 491.70 491.41) 28.2 d.01 0.0106 15 6.66 4.36 0.11 Pipe run: 8B-8 p 487.40 28.19 30 2 .17 0.003 0.08 4.3 0. 1 34 21.2 .3 91 0.3 0.1 0 0 0.171 NA 0.09 0.19 .487.59 497.78 gg g 0.19 0.80 0.152 Q.152 5.00 6.67 1.01 1.01 487.70 487.42 28.3 0.01 0.0099 15 6.43 3.75 0.13 487.95 6434 30 2 .17 0.003 0.17 43 0.1 Pipe run: 32B OUT 36 18.1 5.8 104 0.5 0.1 0 0 0.25' NA 0.13 0.30 488.25 494.94 32B 32 1.15 0.45 0.518 0.518 5.00 6.67 3.45 3.45 509.83 509.26 57.1 0.01 0.0100 15 6.45 5.35 0.18 488.25 155.18 24 19.07 0.006 099 15.8 0.1 38 17.2 .5 95 0.5 0.1 0 0 0.2 NA 0.15 1.14 489.38 499.57 1 32 OUT 0.86 0.60 0.516 1.034 5.18 6.61 3.41 6.83 509.16 508.30 70.7 0.01 0.0122 15 7.12 6.61 0.18 495.1 52.73 24 11.25 0.006 0.31 5.5 0.1 Pipe run: 58-34 40 15.6 .8 138 1.2 0.4 0 0 0.54 NA 0.27 0.58 : 495.70 502.19 58 56 0.38 0.70 0.266 0.266 5.00 6.67 1.77 1.77 508.75 505.38 66.4 0.01 0.0508 15 14.56 7.92 0.14 496.1 28.1.9 18 15.61 0.022 0.62 8.8 0.3 42 11.4 .3 106 1.3 0.41 0 0 0.771 NA 039 1.01 497.11 502.18 56 54 0.03 0.90 0.027 0.293 5.14 6.62 0.18 1.94 505.28 501.92 70.4 0.01 0.0477 15 14.11 8.06 0.15 498.1 48.24 15 1 .38 0.031 1.50 9.3 03 54 52 0.34 0.65 0.221 0.514 5.29 6.58 1.45 3.38 501.82 501.37 28.1 0.01 0.0160 15 8.18 6.30 0.07 44 9.6 .8 75 09 0.3 0 0 0.6T. NA 0.33 1.83 11 49993 506.67 52 50 0.17 0.80 0.136 0.650 5.36 6.55 0.89 4.26 501.27 495.75 103.6 O.d1 0.0533 15 14.91 10.40 0.17 501.1 137.75 15 911.58 0.022 3.03 7.8 0.2 46 1 7.9 .4 51 0.6 0.2 0 0 0.46, NA 0.23 3.26 50436 513.53 50 34 1 0.51 0.50 0.255 0.905 5.53 6.50 1.66 5.88 495.65 492.60 61.7 0.01 0.0494 15 14.36 11.05 0.09 508.01 72.28 15 7.88 0.015 1.07 6.4 0.2 -` Pipe run: 48-6 p 48 1 0.0 0 0 0.161 NA 0.08 1.15 509.20 513.00 48 46 1.39 0.85 1.182 1.182 5.00 6.67 7.88 .1 7.88 508.50 507.05 72.3 0.01 0.0201 15 9.15 8.37 0.14 46 44 0.21 0.75 0.15$ 1.450 5.17 6.61 1.04 9.58 506.95 500.10 137.8 0.01 0.0497 15 14.41 '12.52 0.18 493.61) 61.70 15 5'.88 0.008 0.51 4.8 0.1 44 42 0.17 0.70 0.119 1.737 5.35 6.55 0.78 11.38 500.00 497.10 48.2 0.01 0.0601 15 15.84 13.99 0.06 50 4.3 _ 5 15 0._ 0.0 0 0 0.15 NA 0. 08 0 5 9 ' 494.19 50 L04 -- 42 40 40 38 0.35 0.32 0.75 0.80 0.263 0.256 2.389 2.645 5.41 5.46 6.54 6.52 1.72 1.67 15.61 17.25 495.53 494.80 494.90 493.52 28.2 _ 52.7 0.01 0.01 0.0223 0.0243 18 24 15.70 35.25 10.13 11.12 0.05 0.08 496.7 103.55 15 4.26 0.004 0.45 3.5 0.0 52 3.4.8 9.3 0.1 0.01 0 0 0.09 NA 0.04 0.49 497.24 508.03 502.3 28.06 15 31.38 0.003 0.08 2.8 0.0 1 38 36 0.03 0.85 0.026 2.783 5.54 6.50 0.17 18.07 492.85 486.40 155.2 0.01 0.0416 24 46.12 13.72 0.19 54 t.9 1.6 3.1 0.0 0.0 i' 0 0 0.0 NA 0.02 0.10 502.47 50798 36 34 0.35 0.70 0.245 3.290 5.73 6.44 1.58 21.17 486.30 485.95 64.3 0.01 0.0054 30 30.25 6.65 0.16 56 502.9 70.43 IS 1;94 0.001 0.06 1.6 0.0 1.8 1.4 2.6 0.0 0.01 0 0 0.02! NA 0.01 0.07 j11 502.99 511.44 34 6 0.06 0.80 0,048 5.285 60.69 2.11 0.10 21.17 485.85 485.40 2.8.2 0.01 0.0160 30 51.82 9.97 0.05 50638 66.35 15 11.77 0.001 0.05 11.4 0.0 Pipe run: 46B-46 58 0.0 0 0 0.011 NA 0.00 0.05 506.43 514.00 46B 46 0.13 0.85 0.111 0.111 5.00 6.67 0.74 0.74 507.20 507.05 28.2 0.01 0.0053 15 4.71 2.75 0.17 Pipe Fin: 44B-44 32 509.3)0 70.70 15 6.83 0.011 0.79 5.6 0.1 3.4 2.8 9.7 0.1 0.0 0 0 0.16, NA 0.08 0.87 ';f 510.17 513.97 44B 44 0.21 0.80 0.168 0.168 5.00 6.67 1.12 1.12 500.24 500.10 8.0 0.01 0.0050 15 4.56 3.04 0.15 Pie run: 38B-38 p 510.26 57.11 l5 31.45 0.003 0.16 2.8 0.0 32B 1 0.0� 0 0 0.031 N/A 0.02 0.18 510.44 516.86 38B 38 ' 0.14 0.80 0.112 0.112 5.00 6.67 0.75 0.75 493.10 492.95 28.2 0.01 0.0053 15 4.71 2.75 0.17 Pipe run: 36B-36 i j 36B 36 0.35 0.75 0.263 0.263 5.00 6.67 1.75 1.75 488.70 488.40 28.1 0.01 0.0107 15 6.67 4.51 0.10 488.42 28.30 15 11.01 0.000 0.01 0.8 0.0 i'� 8B 0.0Q 0 0 0.06 NA 0.00 0.01 488.43 494.09 Pipe run:42BA2 I' 42B 42 0.52 0.75 0.390 0.390 5.00 6.67 2.60 2.60 497.36 497.10 50.9 0.01 0.0051 15 4.62 3.85 0.22 ! Pipe run: 68 -OUT 492.40 8._3 I S 1.55 0.001 0.02 1.3 0.0 10B 0.00, 0 0 0.011 NA 0.00 0.02 492.42 498.48 68 66 6.40 0.30 1.920 1.920 60.00 2.12 4.08 4.08 500.52 496.87 101.8 0.01 0.0359 15 12.23 8.88 0.19 66 64 0.09 0.30 0.027 1.947 60.19 2.12 0.06 4.13 496.77 494.50 120.5 0.01 0.0188 15 8.87 7.03 0.29 64 62 0.00 0.30 0.000 1.947 60.48 2.12 0.00 4.13 494.40 49125 33.6 0.01 0.0342 15 11.94 8.78 0.06 � 505-04�8._0 15 0'.94 0.000 0.01 0.8 0.0 16B 1 0.0 0 0 0.00 NA 0.00 0.01 505.05 510.84 62 60 0.00 0.30 0.000 1.947 60.54 2.12 0.00 4.13 493.15 491.00 75.3 0.01 0.0286 15 10.92 8.22 0.15 60 OUT 0.00 0.30 0.000 1.947 60.69 2.11 0.00 4.13 487.00 486.50 20.8 0.01 0.0241 15 10.03 7.72 0.04 ! Pipe run: 14B-14 1 510.0=1 28.23 15 0.77 0.000 0.00 10.6 0.0 j 22B 0.01 0 0 0.0 NA 0.00 0.00 510.04 515.87 14B 14 0.32 0.66 0.211 0.211 5.00 6.67 1.41 1.41 503.41 503.24 28.2 0.01 0.0060 15 5.02 3.50 0.13 Pipe run: 248-24 i I 1 1 24B 24 0.28 0.57 0.160 0.160 8.00 5.81 0.93 0.93 510.26 510.00 51.9 0.01 0.005Q 15 4.57 2.89 0.30 483.0( 41.99 30 .17 0.003 O.11 4.3 0.1 2 21.2 -.3 91 0.3 0.1 0 0 0.17', NIA 0.09 0.20 11 483.20 492.92 4849T 51.01 30 2 .17 0.003 0.14 4.3 0.1 q 4 21.2 .3 91 03 O.1Q 0 0 0.171 N/A 0.09 0.22 485.14 499.75 486.6'' 39.11 30 21.17 0.003 0.10 4.3 0.1 6 212 1,0.0 211 1.5 0.54; 0 0 0.611 NA 0.31 0.41 487.01 497.76 487.0 139.19 24 1 .57 0.004 0.58 4.6 0.1 1 8 12.6 4.0 51 0.2 0.09 0 0 0.171 NA 0.09 0.66 487.67 494.10 488.1$ 61.14 24 1 .60 0.003 0.19 4.0 0.1 -77 8D 12.3 .9 48 0.2 0.0 0 0 0.15NA 0.07 0.26 488.41 494.72 489.4 96.12 24 12.26 0.003 0.28 3.9 0.1 10 10.0 3.2 32 0.2 0.0 0 0 0.11'' NA 0.06 0.34 489.74 498.35 490.3 189.10 24 10.01 0.002 037 3.2 0.0 12 9.7 .1 30 0.1 0.0 0 0 0.09 NA 0.05 0.42 1 490.78 509.71 50428 85.32 24 9.72 0.002 0.16 '3.1 0.0 14 8.3 .7 39 0.3 0.11 0 0 0.16, NA 0.08 0.24 504.52 510.40 504.5; 49.42 18 8.25 0.006 0.31 4.7 0.1 16 6.8 9 26 0.2 0.0 0 0 0.1711 NA 0.08 0.39 504.90 510.85 505.2 119.08 18 61.82 0.004 0.50 3.9 0.1 1 18 6.2 3.5 21 0.2 0.0 0 0 0.121 NA 0.06 0.56 11505.80 513.96 507.3' 28.36 18 6.16 0.003 0.10 13.5 0.0 20 5.5 .5 25 0.3 0.1 I 0 U 0.1 NA 0.08 0.18 507.48 514.05 507.59 232.30 15 51.50 0.007 1.69 4.5 0.1 22 3.7 .0 11 0.1 0.05 0 0 0.13' NA 0.06 1.75 1509.25 515.87 509.3 45.32 15 31.74 0.003 0.15 3.0 0.0 24 1 09 .9 2.7 0.1 0.0S 0 0 0.08'' NA 0.04 0.19 509.56 515.68 509.7'' 28.10 15 1.70 0.001 0.02 1.4 0.0 26 1.3 .1 1.4 0.0 0.01 0 0 0.011SO.00M4 509.73 515.68 509.95 85.56 t5 1!.32 0.000 0.04 11.1 0.0 28 1.2 .0 1.2 0.0 0.0 0 0 0.01 f 50999 516.05 510.4 28.72 15 1.21 0.000 0.01 1.0 0.0 30 0.0(1 0 U 0.00 510.49 516.09 SCOTT R. COLLINSZ' No. 3791 v O 1' 06 z (D ° w �w �z °� -0z w 0 o cn z '✓/ J � O U -0 � o 0 L c aV) 0 � o am,/0 7 C U o a� as *- o L U) ° U o 0- x � U - w 0 LU� o V �r o � o Z00 0, i--! o 0 rf o 0 o rlleiU Z w C w ° z " o z w -a Z 6 J � O:T5 U -0 o � T C L .0 QU o 1) L L Q F) ° U U > o •N U o U x o � o � E L o ° 0 w E - w > = U o In Lr) a =3 U JOB NO. c 10204 0 U ri r -i -i TH -4 to U) N o SCALE ° c i j' o n ie co (D c U U) ° SHEET NO. O 15co ° o 75 Q a s F- < O O ci CO U) z O z Q :D0 Z) z w U cY w U O U) n �w > z LU p C] > (n > U) � LU � w 06 z (D ° w �w �z °� -0z w 0 o cn z '✓/ J � O U -0 � o 0 L c aV) 0 � o am,/0 7 C U o a� as *- o L U) ° U o 0- x � U - w 0 LU� o V �r o � o Z00 0, i--! o 0 rf o 0 o rlleiU Z w C w ° z " o z w -a Z 6 J � O:T5 U -0 o � T C L .0 QU o 1) L L Q F) ° U U > o •N U o U x o � o � E L o ° 0 w E - w > = U o In Lr) a =3 U JOB NO. c 10204 0 U ri r -i -i TH -4 to U) N o SCALE ° c i j' o n ie co (D c U U) ° SHEET NO. 15co ° o 75 Q a 06 z (D ° w �w �z °� -0z w 0 o cn z '✓/ J � O U -0 � o 0 L c aV) 0 � o am,/0 7 C U o a� as *- o L U) ° U o 0- x � U - w 0 LU� o V �r o � o Z00 0, i--! o 0 rf o 0 o rlleiU Z w C w ° z " o z w -a Z 6 J � O:T5 U -0 o � T C L .0 QU o 1) L L Q F) ° U U > o •N U o U x o � o � E L o ° 0 w E - w > = U o In Lr) a =3 U JOB NO. c 10204 0 U 1 o > > to U) N o SCALE ° 'CJ ° 1 "' 50' D co (D c U U) ° SHEET NO. 15co ° o 75 Q a s F- � 6 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Inlet Hydrology Curb and Gutter Inlet Hydrology Curb and Gutter A C (AURES) Inlet Q (CFS) I v � 2 _ C _ (D Uru _ N _ Q Q o O V T.Q (6 2 E 0- w Intensity Intensity 4.01 (Intensity (Intensity is 4 in/ qtr for spread, and 6.5 in/hr for capcity and depth) ED 11� J o O 2, m EG C x N o m m m O 0 O U 12U) Q •.- II. a > Q ci U C1 a 0 (6 0) 3 n u> w Mannings Coefficient, n is 0.013 0.64 Mannings Coefficient, in is 0.013 0.70 0.098 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0830 4.1500 7.23 0.73 0.70 1 0.133 right 1 0.19 1 0.70 0.133 0.53 0.00 0.53 0.0010 0.0200 1 2.0 0.0830 Inlet 8.11 0.68 Inlet Oydrology 0.0 Hydrology combined flow 0.9 DI -7 TYPE III RATE Curb and Gutter 0.14 Curb and Gutter left 0.14 Inlet 0.112 Inlet 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.69 0.05 0.80 right 0.05 1 0.80 0.042 1 0.17 1 _ 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 1 5.24 0.87 STR 8B c 4.0 combined flow 110 WEIR FLOW STR 8B 2C 4.0 ao 0.11 1 0.234 5.37 T 0.80 1 0.040 left 1 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 1 2.0 1 0.0830 Y 1 5.17 0.88 right 0.03 right 0.03 1 0.85 0.026 0.10 1 0.00 0.10 0.0010 0.0200 2.0 1 0.0830 4.1500 4.36 0.93 DI -21B CG -6 left N combined flow 0.3 0.60 0.06 1 0.133 1 3.04 O N 4.1500 O 0 w 0.60 ^ 0.53 1 _ ,� U t 0.0830 4.1500 L 0.65 r 0.81 right 0.10 1 0.60 @ 0.24 1 0.00 0.24 0.0010 rn 2.0 (6 C Q 0 6.01 O 0.73 0 O '' `� 0 m O N N 0.61 _ N 0.16 W N 0.45 1 _ 0.0010 0.0200 t N N 0.69 O v 'o� N L m .� m O 0.00 0.53 -2 0.0200 + O2 8.11 o _ 0.00 0.85 0.0010 T U a) O combined flow 1.0 N m CG -6 o left 3 1 0.75 1 0.135 1 0.54 o a_ a 1 2.0 1 0.0830 4.1500 U 0.68 3 right '� o� > o 0.00 0.53 0.0010 o 1 2.0 _ m a 0.68 0.0200 v o STR 36B F 2C 6.0 o U 3 RCP3 left 0.14 1 0.80 0.112 0.45 1 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.58 m C C 0.17 c 0.136 m w cu N N 1 4.1500 m N m N C I+ '', �_ combined flow 1.0 X � (D 3 0.11 > m > L 0.35 O U 0.0010 0.0200 U o 4.1500 _ 0.75 488.66 3 N O - 'I 3 > 2 J CO O m U >� Z' E 1 0.76 m p d > _ Q U I Q 1 U C1 a 0 C1 cn x � 5' 3 co (o = o W d 6 a; U) 1J J o C1 Ci m o m s m 12.0 d J Q U U 0 a d 1 (6 1 U S U) U) F W m U° 1.12 U � J W 1 0.170.00 10 213 6 2 E 12.0 0.26 0.70 0.182 0.73 0.00 0.73 1 0.0516 0.0200 2.0 0.0830 4.1500 4.35 0.93 3.5120 0.1463 0.161 0.99 8.31 1.44 1.00 0.73 0.00 213 10 2B 10.0 0.27 0.75 10.203 1 0.81 1 0.00 0.81 1 0.0480 0.0200 2.0 0.0830 4.1500 4.59 0.92 3.5120 0.1463 0.1 45 8.55 1.17 1.00 0.81 0.00 213 12 0.19 B 6.0 0.09 0.80 10.072 1 0.29 1 0.00 0.29 0.0300 0.0200 2.0 0.0830 4.1500 3.40 0.98 3.5120 0.1463 0.1(34 0.88 4.66 1.29 1.00 0.29 0.00 8.0 16 213 8.0 0.19 0.71 10.135 1 0.54 1 0.00 0.54 0.0264 0.0200 2.0 0.0830 4.1500 4.41 0.92 3.5120 0.14630.1T46 1.10 1.00 6.03 1.33 1.00 0.54 0.00 213 18 213 8.0 0.17 0.72 0.122 1 0.49 1 0.00 0.49 0.0264 0.0200 2.0 0.0830 4.1500 4.25 0.93 3.5120 0.1463 0.1161 1.00 5.75 1.39 1.00 0.49 0.00 28 20 2B 8.0 0.23 0.64 10.147 0.59 0.00 0.59 0.0264 0.0200 2.0 0.0830 4.1500 4.56 0.92 3.5120 0.1463 0.1 46 6.25 1.28 1.00 0.59 0.00 2B 22 0.02 B 6.0 0.37 0.54 10.200 0.80 0.00 0.80 0.0053 0.0200 2.0 0.0830 4.1500 6.91 0.80 3.5120 0.1463 0.1 71 4.72 1.27 1.00 0.80 0.00 213 28 213 4.0 0.02 0.85 10.017 0.07 0.00 0.07 0.0112 0.0200 2.0 0.0830 4.1500 2.38 1.00 3.5120 0.1463 0.1!763 1.18 1.87 2.14 1.00 0.07 0.00 10B 30 2'B 8.0 1 0.26 0.70 10.182 0.73 0.00 0.73 0.0112 0.0200 2.0 0.0830 4.1500 5.80 0.91 3.5120 0.1463 0.1132 1 5.32 1.50 1.00 0.73 0.00 22B 1013 213 10.0 0.31 0.75 10.233 0.93 0.00 0.93 0.0480 0.0200 2.0 0.0830 4.1500 4.84 0.88 3.5120 0.1463 0.1488 1.36 9.28 1.08 1.00 0.93 0.00 34 22B 213 6.0 0.16 0.72 10.115 0.46 0.00 0.46 0.0053 0.0200 2.0 0.0830 4.1500 5.62 0.92 3.5120 0.1463 0.1 46 3.49 1.72 1.00 0.46 0.00 38 34 2 E 8.0 0.06 0.80 0.048 0.19 0.00 0.19 0.0516 0.0200 2.0 0.0830 4.1500 2.64 0.99 3.5120 0.1463 0.149 4.47 4.60 1.74 1.00 0.19 0.00 38 213 4.0 0.03 0.85 10.026 0.10 0.00 0.10 0.0580 0.0200 2.0 0.0830 4.1500 2.04 1.00 3.5120 0.1463 0.163 0.1561 3.63 1.10 1.00 0.10 0.00 38B 2113 10.0 0.14 0.80 0.112 0.45 0.00 0.45 0.0580 0.0200 2.0 0.0830 4.1500 3.55 0.97 3.5120 0.1463 0.119 0.14663 6.87 1.46 1.00 0.45 0.00 0.00 42B over 2B 10.0 0.38 0.75 10.285 1.14 0.00 1.14 0.0170 0.0200 2.0 0.0830 4.1500 6.34 0.78 3.5120 0.1463 0.141 7.88 1.27 1.00 1.14 0.00 0.77 44 213 10.0 0.17 0.70 10.119 0.48 0.00 0.48 1 0.0931 0.0200 2.0 0.0830 1 4.1500 3.32 1 0.96 3.5120 0.14613 0.1 05 8.16 1.23 1 1.00 0.48 0.00 0.95 44B 0.06 8 10.0 0.21 0.80 0.168 0.67 0.01 0.68 0.0931 0.0200 2.0 0.0830 4.1500 3.80 0.96 3.5120 0.1463 0.1 05 9.49 1.05 1.00 0.68 0.00 0.99 46 over 213 6.0 0.15 0.85 10.128 0.51 0.00 0.51 0.0112 10.0200 2.0 0.0830 4.1500 5.07 0.86 3.5120 0.146;3 0.1458 4.71 1.27 1.00 0.51 0.00 0.1371 46B 213 4.0 0.13 0.85 10.111 0.44 0.00 0.44 0.0112 0.0200 2.0 0.0830 4.1500 4.81 0.88 3.5120 0.1463 0.1488 4.39 0.91 0.99 0.44 0.01 44B 50 over*2B 0.1649 6.0 0.05 0.80 10.040 0.16 0.00 0.16 0.0520 0.0200 2.0 0.0830 4.1500 2.46 0.99 3.5120 0.1463 0.1 49 4.27 1.41 1.00 0.16 0.00 0.92 52 0.14663 8.0 0.17 0.80 10.136 0.54 0.00 0.54 0.0510 0.0200 2.0 0.0830 4.1500 3.91 0.96 3.5120 0.1463 0.105 7.21 1.11 1.00 0.54 0.00 5.73 54 3.5120 10.0 0.34 0.65 10.221 0.88 0.00 0.88 0.0510 10.0200 2.0 0.0830 4.1500 4.69 0.91 3.5120 0.1463 0.132 9.09 1 1.10 1 1.00 0.88 1 0.00 4.1500 58 213 10.0 0.38 0.70 10.266 1.06 0.00 1.06 0.0413 0.0200 2.0 0.0830 4.1500 5.23 0.88 3.5120 0.1463 0.1488 9.38 1.07 1.00 1.06 0.00 2.0 16B ?B 8.0 0.21 0.67 10.141 0.56 0.00 0.56 0.0264 0.0200 2.0 0.0830 4.1500 4.48 0.92 3.5120 0.1463 0.1 46 6.14 1.30 1.00 0.56 0.00 0.0230 8D 2B 6.0 0.12T�ffo_i 4.1500 10.084 0.34 0.00 0.34 0.0230 ! 0.0200 2.0 0.0830 4.1500 3.79 0.96 3.5120 0.1463 0.105 8.0 4.64 1.29 1.00 0.34 0.00 1.04 2413 213 8.0 0.28.5.60 0.0830 4.1500 0.64 0.00 0.64 0.0189 0.0200 2.0 0.0830 4.1500 5.00 0.88 3.5120 0.1463 0.1188 5.99 1.34 1.00 0.64 0.00 494.94 INLETS ON GRADE, DESIGN (CURB SPREAD i D INLET CAPTURE) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Hydrology Curb and Gutter A C (AURES) Inlet Q (CFS) I v � 2 _ C _ (D Uru _ N _ Q Q o O V T.Q (6 2 E 0- w Intensity 6.50 c (Intensity is 4 in hr for spread, o 2 + ° and 6.5 in/hr for capacity and depth) o Q a N ED 11� J o O 2, m EG C x N o m m m O 0 O U 12U) Q •.- II. a > Q ci U C1 a 0 (6 0) 3 n u> w Mannings Coefficient, n is 0.013 0.64 left 1 0.14 1 0.70 0.098 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0830 4.1500 7.23 0.73 0.70 1 0.133 right 1 0.19 1 0.70 0.133 0.53 0.00 0.53 0.0010 0.0200 1 2.0 0.0830 Inlet 8.11 0.68 STR 8 C 8.0 Oydrology 0.0 STR 8 2C 8.0 combined flow 0.9 DI -7 TYPE III RATE Curb and Gutter 0.14 0.80 1 left 0.14 Inlet 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.69 0.05 0.80 right 0.05 1 0.80 0.042 1 0.17 1 _ 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 1 5.24 0.87 STR 8B c 4.0 combined flow 110 WEIR FLOW STR 8B 2C 4.0 ao 0.11 1 0.234 5.37 0.05 0.80 1 0.040 left 1 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 1 2.0 1 0.0830 Y 1 5.17 0.88 right 0.03 right 0.03 1 0.85 0.026 0.10 1 0.00 0.10 0.0010 0.0200 2.0 1 0.0830 4.1500 4.36 0.93 DI -21B CG -6 left STR 14 2C 4.0 combined flow 0.3 0.60 0.06 1 0.133 1 3.04 O N 4.1500 left a) 0.60 ^ 0.53 1 0.00 0.53 0.0010 0.0200 t 0.0830 4.1500 8.08 0.65 0.81 right 0.10 1 0.60 @ 0.24 1 0.00 0.24 0.0010 rn 2.0 (6 C Q 0 6.01 o N 0.73 w O '' cV combined flow 0.8 1 9.12 N 0.61 111 T left 0.16 0.70 1 0.112 0.45 1 aN 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.69 17 'o� N L 0.70 0.133 U 0.00 0.53 X 0.0200 1 O2 8.11 a 1 0.85 0.00 0.85 0.0010 0.0200 STR 36 2F 6.0 combined flow 1.0 a m CG -6 o left 0.18 1 0.75 1 0.135 1 0.54 u, a_ 1 0.0200 1 2.0 1 0.0830 4.1500 U 0.68 3 right '� o� > o 0.00 0.53 0.0010 0.0200 1 2.0 1 0.0830 4.1500 8.07 0.68 0.0200 2.0 0.0830 STR 36B F 2C 6.0 combined flow 1.1 0.61 0.13 1 0.289 1 6.63 RCP3 left 0.14 1 0.80 0.112 0.45 1 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0 0 0.58 m C C 0.17 c 0.136 m w a) 1111 a) 1 4.1500 m N m u) -- m I+ '', �_ combined flow 1.0 1 0.15 0.322 7.38 N fn 0.11 C O L 0.35 N 0.0010 0.0200 U o 4.1500 m 0.75 488.66 3 N O - 'I 3 U) I? 2 J C O m U >� Z' E 1 0.76 m p d > _ Q U I Q 1 U C1 a 0 C1 cn x � 5' 3 co (o = o W d 1 0.0200 a; U) 1J J w C1 Ci m o m 6 2EE 12.0 1 0.26 0.70 110.182 1 1.18 1 0.05 1.23 1 0.0516 0.0200 2.0 0.0830 4.1500 5.30 0.87 3.5120 0.1463 0.1413 1. 10.74 1.12 1.00 1.23 0.00 1 0.043 1 0.170.00 10 213 10.0 0.27 0.75 10.203 1 1.32 1 0.00 1.32 0.0480 0.0200 2.0 0.0830 4.1500 5.51 0.85 3.5120 0.1463 0.1414 ` 10.93 0.91 0.99 1.30 0.02 8D 12 213 6.0 0.09 0.80 110.072 0.47 0.00 0.47 0.0300 0.0200 2.0 0.0830 4.1500 4.08 0.95 3.5120 0.1463 0.1590 5.80 103 1.00 0.47 0.00 16 213 8.0 0.19 0.71 10.135 0.88 0.00 0.88 0.0264 0.0200 2.0 0.0830 4.1500 5.29 0.87 3.5120 0.1463 0.1473 1 7.61 1.05 1.00 0.88 0.00 18 28 8.0 0.17 0.72 0.122 0.80 0.00 0.80 0.0264 0.0200 2 0 0.0830 4.1500 5.10 0.88 3.5120 0.14633 0.14{38 i 7.26 1.10 1.00 0.80 0.00 20 213 8.0 0.23 0.64 0.147 0.96 0.00 0.96 0.0264 0.0200 2.0 0.0830 4.1500 5.47 0.86 3.5120 0.1463 0.148 7.94 1.01 1.00 0.96 0.00 22 28 6.0 0.37 0.54 0.200 1.30 0.00 1.30 0.0053 0.0200 2.0 0.0830 4.1500 8.29 0.69 3.5120 0.1463 0.12110 6.24 0.96 1.00 1.30 0.00 28 2B 4.0 0.02 0.85 110.017 0.11 0.00 0.11 0.0112 0.0200 2.0 0.0830 4.1500 2.86 0.99 3.5120 0.1463 0.16f19 2.30 1.74 1.00 0.11 0.00 30 213 8.0 0.26 0.70 10.182 1.18 0.00 1.18 0.0112 0.0200 2.0 0.0830 4.1500 6.95 0.84 3.5120 0.1463 0.1429 1 6.79 1.18 1.00 1.18 0.00 10B 2B 10.0 0.31 0.75 10.233 1.51 0.00 1.51 0.0480 0.0200 2.0 0.0830 4.1500 5.80 0.83 3.5120 0.14663 0.14j15 11.73 0.85 0.97 1.46 0.05 813 22B 213 6.0 0.16 0.72 10.115 0.75 0.00 0.75 0.0053 0.0200 2.0 0.0830 4.1500 6.74 0.86 3.5120 0.14(i30.148 4.43 1.36 1.00 0.75 0.00 34 2EE 8.0 0.06 0.80 10.048 0.31 0.00 0.31 0.0516 0.0200 2.0 0.0830 4.1500 3.17 0.98 1 3.5120 0.1463 0.1634 5.67 1.41 1.000.31 54 0.00 38 213 4.0 0.03 0.85 0.026 0.17 0.00 0.17 0.0580 0.0200 2.0 0.0830 4.1500 2.44 0.99 3.5120 0.1463 0.1649 4.47 0.89 0.98 0.16 0.00 38B 2B 10.0 0.14 0.80 10.112 1 0.73 0.06 0.79 0.0580 0.0200 2.0 1 0.0830 4.1500 4.39 0.93 3.5120 0.1463 0.1561 8.90 1.12 1.00 0.79 0.00 42F. over 213 10.0 0.38 0.75 0.285 1.85 0.00 1.85 0.0170 0.0200 2.0 0.0830 4.1500 7.61 0.70 3.5120 0.14663 0.1224 10.20 0.98 1.00 1.85 0.00 44 26 10.0 0.17 0.70 10.119 0.77 0.00 0.77 0.09)1 0.0200 2.0 0.0830 4.1500 3.99 0.91 3.5120 0.14663 0.1532 10.29 0.97 1.00 0.77 0.00 44B 28 10.0 0.21 0.80 10.168 1.09 0.08 1.17 0.0931 0.0200 2.0 0.0830 4.1500 4.66 0.90 3.5120 0.14(63 0.1517 12.33 0.81 0.95 1.11 0.06 38B 46 over 213 6.0 0.15 0.85 10.128 0.83 0.00 0.83 0.0112 0.0200 2.0 0.0- 4.1500 6.08 0.78 3.5120 0.14663 0.1341 6.08 0.99 1.00 0.83 0.00 46B 213 4.0 0.13 0.85 10.111 0.72 0.00 0.72 0.0112 0.0200 2.0 0.0830 4.1500 5.77 0.80 3.5120 0.14663 0.1371 5.65 0.71 0.89 0.64 0.08 44B 50 over 28 6.0 0.05 0.80 0.040 0.26 0.02 028 0.0520 0.0200 2.0 0.0830 4.1500 3.04 0.99 3.5120 0.14(63 0.1649 5.40 1.11 1.00 0.28 0.00 52 26 8.0 0.17 0.80 10.136 0.88 0.00 0.88 0.0510 0.0200 2.0 0.0830 4.1500 4.69 0.92 3.5120 0.14663 0.1546 9.04 0.89 0.98 1 0.87 0.02 50 54 213 10.0 0.34 0.65 10.221 1.44 0.07 1.51 0.0510 0.0200 2.0 0.0830 4.1500 5.73 0.85 3.5120 0.14(63 0.1444 11.78 0.85 0.97 1.46 0.05 6 58 213 10.0 0.38 0.70 10.266 1.73 0.00 1.73 0.0413 0.0200 2.0 0.0830 4.1500 6.28 0.81 3.5120 0.14(63 0.1385 12.01 0.83 0.96 1.66 0.07 54 16B 28 8.0 0.21 0.67 0.141 0.91 0.00 0.91 0.0264 0.0200 2.0 0.0830 4.1500 5.38 0.86 3.5120 0.14(63 0.1458 7.79 1.03 1.00 0.91 0.00 - 8D 1213 1 6,0 1 0.12 1 0.70 10.084 1 0.55 1 0.02 0.57 0.0230 0.0200 1 2.0 0.0830 4.1500 4.61 0.92 3.5120 0.14(63 1 0.1546 5.90 1.02 1.00 0.57 0.00 2413 28 8.0 0.28 0.57 0.160 1.04 0.00 1.04 0.0189 0.0200 2.0 0.0830 4.1500 6.00 0.81 3.5120 0.14663 0.1385 7,67 1.04 1.00 1.04 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 irl for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Hydrology Curb and Gutter A C (AURES) Inlet Q (CFS) I v � 2 _ C _ (D Uru _ N _ Q Q o O V T.Q (6 2 E 0- w 2 U 3 c O N Q 0 o v o o 2 + ° o C C mf a) Z5C (6 U Oi x m - o Q a N ED 11� J o O 2, m EG C x N o m m m O 0 O U 12U) Q •.- II. a > Q ci U C1 a 0 (6 0) 3 n u> w -o o � 0.64 left 1 0.14 1 0.70 0.098 0.39 0.00 0.39 0.0010 0.0200 2.0 0.0830 4.1500 7.23 0.73 0.70 1 0.133 right 1 0.19 1 0.70 0.133 0.53 0.00 0.53 0.0010 0.0200 1 2.0 0.0830 4.1500 8.11 0.68 STR 8 C 8.0 combined flow 15 �0.083 0.0 STR 8 2C 8.0 combined flow 0.9 DI -7 TYPE III RATE 0.11 0.232 5.31 0.14 0.80 1 left 0.14 0.80 0.112 0.45 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.69 0.05 0.80 right 0.05 1 0.80 0.042 1 0.17 1 0.00 0.17 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 1 5.24 0.87 STR 8B c 4.0 combined flow 110 WEIR FLOW STR 8B 2C 4.0 combined flow 0.6 0.11 1 0.234 5.37 0.05 0.80 1 0.040 left 1 0.05 0.80 0.040 0.16 0.00 0.16 0.0010 0.0200 1 2.0 1 0.0830 4.1500 1 5.17 0.88 right 0.03 right 0.03 1 0.85 0.026 0.10 1 0.00 0.10 0.0010 0.0200 2.0 1 0.0830 4.1500 4.36 0.93 DI -21B CG -6 left STR 14 2C 4.0 combined flow 0.3 0.60 0.06 1 0.133 1 3.04 0.0200 2.0 0.0830 4.1500 left 0.22 0.60 0.132 0.53 1 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.08 0.65 0.81 right 0.10 1 0.60 0.060 1 0.24 1 0.00 0.24 0.0010 0.0200 2.0 0.0830 4.1500 6.01 0.81 0.73 0.00 0.173 0.0010 0.0200 2.0 STR 14B 2C 6.0 combined flow 0.8 1 9.12 0.11 1 0.232 1 5.33 0.61 18 left 0.16 0.70 1 0.112 0.45 1 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.69 17 0.59 right 0.19 0.70 0.133 0.53 0.00 0.53 0.0010 0.0200 2.0 0.0830 4.1500 8.11 0.68 1 0.85 0.00 0.85 0.0010 0.0200 STR 36 2F 6.0 combined flow 1.0 4.1500 0.13 1 0.274 6.27 CG -6 0.59 left 0.18 1 0.75 1 0.135 1 0.54 0.00 1 0.54 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 8.15 0.68 9.68 right 0.18 1 0.75 1 0.131 1 0.53 0.00 0.53 0.0010 0.0200 1 2.0 1 0.0830 4.1500 8.07 0.68 0.0200 2.0 0.0830 STR 36B F 2C 6.0 combined flow 1.1 0.61 0.13 1 0.289 1 6.63 RCP3 left 0.14 1 0.80 0.112 0.45 1 0.00 0.45 0.0010 0.0200 2.0 0.0830 4.1500 7.60 0.69 0.58 STR 40 C 4.0 right 0.17 0.80 0.136 1 0.54 0.00 0.54 1 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 1 8.17 0.64 1 4.1500 8.33 0.65 STR 40 2C 1 4.0 combined flow 1.0 1 0.15 0.322 7.38 right left 0.11 0.80 0.088 0.35 0.00 0.35 0.0010 0.0200 2.0 0.0830 4.1500 6.94 0.75 488.66 487.80 right 0.10 1 0.80 1 0.0801 0.32 1 0.00 0.32 0.0010 0.0200 2.0 0.0830 1 4.1500 1 6.70 1 0.76 0.19 0.54 0.103 1 0.67 1 0.00 0.7 0.0010 1 0.0200 STR 42 2C 4.0 combined flow 0.7 1 4.1500 0.11 1 0.249 1 5.70 0.47 24 left 1 0.21 1 0.61 1 0.128 1 0.51 0.00 0.51 0.0010 1 0.0200 2.0 0.0830 4.1500 1 7.99 1 0.61 1 2.0 1 0.0830 right 0.19 0.54 0.103 0.41 n no 0.41 0.0010 0.0200 2.0 1 0.0830 1 4.1500 1 7.35 1 0.55 1 0.0830 1 4.1500 5.07 STR 24 F 2C 6.0 combined flow 0.9 1 0.12 1 0.263 1 6.02 STR 26 F 2C 1 4.0 combined flow 0';4 left 0.05 1 0.85 1 0.043 1 0.170.00 0.17 0.0010 0.0200 2.0 0.0830 4.1500 5.28 0.87 5 30 right 0.03 0.78 0.023 0.09 0.00 0.09 0.0010 0.0200 2.0 0.0830 4.1500 4.22 0.76 STR 26 2C 4.0 combined flow 0.3 MH 0.06 1 0.133 1 3.05 11+33.39 * cutter lonaitudinai sloae of 0.001 should be used in a sump condition - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in1hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. INLETS IN SUMP, D ! SIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) DRAINAGE Intensity 6.5 (Intensity is 4 in/hr for spread, and 6.5 in/hrlforr capacity and depth) FLOW TYPE Mannings Coefficient, n is 0.013 TYPE Inlet Hydrology Curb and Gutter A C (AURES) Inlet Q (CFS) I v � _ (D Uru I NFORMATI ON 2 U 3 c a rn U o of o o .3 U m m G O r 6 y9 a m a m O N J O C C mf a) Z5C (6 U Oi x WEIR FLOW' N m y C O L io I O1 U1 N 6.42 L Q. >_ a ¢ U U ci C5 cd U n 's cn F w a o 1 66 left 1 0.14 1 0.70 0.098 0.64 0.00 0.64 0.0010 1 0.0200 2.0 1 0.0830 1 4.1500 8.67 6.42 0.64 2.10 0.06 right 0.19 0.70 1 0.133 0.86 0.00 0.186 0.0010 1 0.0200 1 2.0 0 4.1500 9.72 48 0.59 3.17 6.42 1.39 0.30 STR 8 C 8.0 combined flow 15 �0.083 0.0 0.15 1 0.320 1 7.34 32 DI -7 TYPE III RATE left 0.14 0.80 1 0.112 0.73 0.00 0.73 0.0010 0.0200 2.0 1 0.08304.1500 3.17 9.12 0.86 0.60 0.59 1.08 0.0 right 0.05 0.80 0.042 0.27 0.00 0.? 7 0.0010 0.0200 , 2.0 0.0830 4.1500 6.29 DI -1 0.80 5.00 0.03 1 0.90 2.10 STR 8B c 4.0 combined flow 110 WEIR FLOW 0.15 0.324 1 7,42 24 left 0.05 0.80 1 0.040 0.16 0.00 0.16 0.0010VO .0200 2.0 0.0830 4.1500 5.17 51 .68 0.88 23 15 45.32 0.51% 508.60 right 0.03 0.85 0.026 0.10 0.00 0.110 0.0010.0200 2.0 0.0830 1 4.1500 4.36 0.93 STR 14 2C 4.0 combined flow 013 0.06 0.133 1 3.04 DI -21B CG -6 left 0.22 0.60 0.150 0.60 0.00 1 0.60 0.0010 0.0200 2.0 0.0830 4.1500 8.47 508.27 0.65 RCP3 right 0.10 1 0.60 0.060 1 0.24 1 0.00 0. 4 0.0010 0.0200 ; 2.0 ` 0.0830 4.1500 6.01 0.81 i DI -21B STR 1413 2C 4.0 combined flow 0 8 8 0.11 0.246 5.65 VDOT STD. IS -1 REQ'D 19 left 0.16 0.70 0.112 0.73 0.00 0.173 0.0010 0.0200 2.0 0.0830 4.1500 1 9.12 0.61 18 right 0.19 1 0.70 0.133 1 0.86 1 0.00 0.86 0.0010 1 0.0200 1 2.0 1 0.0830 4.1500 1 9.72 17 0.59 119.08 1.65% STR 36 F 6.0 combined flow 1,6 RCP3 :. 0.17 1 0.378 1 8.66 eft 0.18 1 0.75 0.131 1 0.85 0.00 0.85 0.0010 0.0200 1 2.0 1 0.0830 4.1500 9.68 CG -6 0.59 8 51 1.85 VDOT STD. IS -1 REQ'D right 1 0.18 0.75 0.131 1 0.85 0.00 0.185 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 9.68 0.59 14 STR 36B F 2C 6.0 combined flow 17 0.18 0.396 9.07 left 0.14 0.80 0.112 0.73 0.00 0., 3 0.0010 0.0200 2.0 0.0830 4.1500 9.12 0.61 502.68 RCP3 right 0.17 0.80 0.136 0.88 0.00 0.188 0.0010 0.0200 2.0 0.0830 4.1500 9.81 0.58 STR 40 C 4.0 combined flow 116 0.20 0.445 10.21 50 .71 VDOT STD. IS -1 REQ'D left 0.11 0.80 1 0.088 0 1 .57 0.00 0. 7 0.0(110 0.0200 1 2.0 0.0830 1 4.1500 8.33 0.65 10 right 0.10 0.80 1 0.080 1 0.52 1 0.00 0.52 0.0010 0.0200 2.0 0.0830 4.15001 8.04 1 10.68 STR 42 c 4.0 combined flow 1 1 0.16 1 0.344 1 7.87 488.66 487.80 left 0.21 0.61 1 0.128 0.83 0.00 0.83 0.0010 0.0200 2.0 0.0830 4.1500 1 9.59 1 0.51 right 0.19 0.54 0.103 1 0.67 1 0.00 0.7 0.0010 1 0.0200 1 2.0 1 0.0830 1 4.1500 8.82 0.47 24 61.14 STR 24 C 6.0 combined flow 1'5 0.17 1 0.363 8.32 RCP3 left 0.05 0.85 0.043 0.28 1 0.00 0.28 0.0010 0.0200 1 2.0 1 0.0830 4.1500 6.34 0.80 DI -2C CG -6 right 1 0.03 1 0.78 1 0.023 1 0.15 1 0.00 0.;15 0.0010 0.0200 1 2.0 1 0.0830 1 4.1500 5.07 0.68 STR 26 F 2C 1 4.0 combined flow 0';4 0.08 1 0.184 1 4.22 * gutter longitudinal slpe of 0.001 should be used in a sump condition ' - grate inlets (DI -7) in open pavement areas will not have a curb spread, but will fhave inlet spread and depth - for inlets draining to'stormwater management facilities, the 6.5in/hr check st rnn will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sizzed to include overland flow as well as yard inlet and roof drain drainage areas. STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT-) PERIMETER (FT) A C (AURES) I ;(INHR) Q (CFS) PIPE INFORMATION INLET I NFORMATI ON 0 68 DI -7 TYPE III ORATE 3.17 6.42 6.40 0.30 1.50 2.88 3.4 WEIR FLOW' 68 DI -7 TYPE III GRATE 3.17 6.42 6.40 0.30 2.10 1 4.03 4.0 ORIFICE FLOW 66 DI -7 TYPE III GRATE 3.17 6.42 0.09 0.30 1.50 0.04 0.2 WEIR FLOW' 66 DI -7 TYPE III GRATE 3.17 6.42 0.09 0.30 2.10 0.06 0.2 WEIR FLOW 48 DI -7 TYPE III QRATE 3.17 6.42 1.39 0.30 1.50 0.63 0.0 WEIR FLOW 48 DI -7 TYPE III GRATE 3.17 6.42 1.39 0.30 2.10 0.88 0.0 WEIR FLOW' 32 DI -7 TYPE III RATE 3.17 6.42 0.86 0.60 1.50 0.77 0.0 WEIR FLOW' 32 DI -7 TYPE III GRATE 3.17 6.42 0.86 0.60 2.10 1.08 0.0 WEIR FLOW 56 DI -1 111 1.17 5.00 0.03 0.90 1.50 0.04 0.0 WEIR FLOW 56 DI -1 1.17 5.00 0.03 1 0.90 2.10 0.06 0.0 WEIR FLOW OP, SCORT R. COLLINS'Z' No. 35791 ,2L �SSIONAL EIsle) 1 F- I - Z W Z W Z W i L9 DRAINAGE DESCRIPTIONS r-1 r -I O STR. PIPE INFORMATION INLET I NFORMATI ON 0 NO. DIA. in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 30 U � DI -213 CG -6 23+60.77 8 516. 09 VDOT STD. IS -1 REQ'D 29 15 ( 28.72 0.52% 509.63 509.48 RCP3 L] ® U7 28 ( > O Z J DI -2B CG -6 23+32.05 4 51 .05 VDOT STD. IS -1 REQ'D 27 151 85.56 0.50% 509.38 508.95 RCP3 26 10 W W W n W DI -2C CG -6 22+46.49 4 515.68 VDOT STD. IS -1 REQ'D 25 15 28.10 0.53% 508.85 508.70 RCP3 •M � 24 iui Ul DI -2C CG -6 22+18.39 6 51 .68 VDOT STD. IS -1 REQ'D 23 15 45.32 0.51% 508.60 508.37 RCP3 luj 22 DI -21B CG -6 21+73.06 6 51 .87 VDOT STD. IS -1 REQ'D 21 15 232.30 0.76% 508.27 506.50 RCP3 20 i i DI -21B CG -6 19+40.77 8 514.05 VDOT STD. IS -1 REQ'D 19 18 28.36 1.06% 506.40 506.10 RCP3 18 • a DI -213 CG -6 19+12.40 8 513.96 VDOT STD. IS -1 REQ'D 17 181 119.08 1.65% 506.00 504.04 RCP3 :. 16 DI -213 CG -6 17+93.32 8 51 1.85 VDOT STD. IS -1 REQ'D 15 18 49.42 1.42% 503.94 503.24 RCP3 14 DI -2C CG -6 17+43.90 4 516.40 VDOT STD, IS -1 REQ'D 13 241 85.32 0.54% 503.14 502.68 RCP3 12 DI -213 CG -6 16+58.58 6 50 .71 VDOT STD. IS -1 REQ'D 11 24 189.10 7.31 % 502.58 488.76 RCP3 10 DI -2B CG -6 14+69.48 10 498.35 VDOT STD. IS -1 REQ'D 9 24 96.12 0.89% 488.66 487.80 RCP3 8D DI -2B CG -6 13+72.92 6 491.72 VDOT STD. IS -1 REQ'D 8C 24 61.14 1.88% 487.70 486.55 RCP3 8 ! DI -2C CG -6 13+11.68 8 494.10 VDOT STD. IS -1 REQ'D 7 24 139.19 0.75% 486.45 485.40 RCP 6 6 DI-2EE CG -6 11+72.50 12 497.76 VDOT STD. IS -1 REQ'DVDOT STD. SL -1 REQ'D 5 30 39.11 1.79% 485.30 484.60 RCP3 4 MH - 11+33.39 - 49.75 VDOT STD. IS -1 REQ'D VDOT STD. SL -1 REQ'D 3 30 51.01 3.10% 484.50 482.92 RCP3 2 MH - 10+82.38 - 49 .92 VDOT STD. IS -1 REQ'D 1 30 41.99 4.33% 482.82 481.00 RCP3 22B DI -21B CG -6 10+28.23 6 51,11').87 VDOT STD. IS -1 REQ'D 22A 15T 28.23 1.24% 509.39 509.04 RCP3 16B DI -213 CG -6 10+28.20 8 51Q.84 VDOT STD. IS -1 REQ'D 16A 15 28.20 0.50% 504.18 504.04 RCP3 1013 ! DI -213 CG -6 10+30.28 10 49 .48 VDOT STD. IS -1 REQ'D 10A 15 28.23 1.06% 491.70 491.40 RCP3 813 DI -2C CG -6 10+28.30 4 49 .09 VDOT STD. IS -1 REQ'D 8A 15 28.30 0.99% 487.70 487.42 RCP3 32B MH - 11+37.11 - 51 .86 VDOT STD. IS -1 REQ'D 32A 15 57.11 1.00% 509.83 509.26 RCP31 32 DI -7 TYPE 111 GRATE - 10+80.00 - 513.97 VDOT STD. IS -1 REQ'D 31 15 70.70 1.22% 509.16 508.30 RCP3 58 DI -213 CG -6 13+31.73 10 514.00 VDOT STD. IS -1 REQ'D 57 15 66.35 5.08% 508.75 505.38 RCP311 56 DI -1 - 12+65.38 - 511.44 VDOT STD. IS -1 REQ'D 55 15 70.43 4.77% 505.28 501.92 RCP`.; 54 j DI -26 CG -6 11+94.94 10 507.98 VDOT STD. IS -1 REQ'D 53 15 28.06 1.60% 501.82 501.37 RCP3 52 DI -213 CG -6 11+66.89 8 508.03 VDOT STD. IS -1 REQ'D 51 15 103.55 5.33% 501.27 495.75 RCP3 50 DI -213 CG -6 10+61.70 6 501.04 VDOT STD. IS -1 REQ'D 49 15 61.70 4.94% 1 495.65 492.60 RCP3 48 DI -7 TYPE III GRATE - 15+86.90 - 51 T.00 VDOT STD. IS -1 REQ'D 47 15 72.28 2.01% 508.50 507.05 RCP3 46 DI -2B CG -6 15+14.62 6 513.53 VDOT STD. IS -1 REQ'D 45 151 137.75 4.97% 1506.95 500.10 RCP3 44 DI -213 CG -6 13+76.87 10 50 .67 VDOT STD. IS -1 REQ'D 43 15 48.24 6.01% 500.00 497.10 RCP3 42 DI -2C CG -6 13+28.63 4 502.18 VDOT STD. IS -1 REQ'D 41 18 28.19 2.23% 495.53 494.90 RCP31; 40 DI -2C CG -6 13+00.44 4 502.19 VDOT STD. IS -1 REQ'D 39 24 52.73 2.43% 494.80 493.52 RCP3 38 DI -2B CG -6 12+47.71 4 49' .57 VDOT STD. IS -1 REQ'D 37 24 155.18 4.16% 492.85 486.40 RCP31 36 DI -21F CG -6 10+92.54 6 494.94 VDOT STD. IS -1 REQ'D 35 30 64.34 0.54% 486.30 485.95 RCP3 34 DI-2EE CG -6 10+28.19 8 49 .78 VDOT STD. IS -1 REQ'D 33 30 28.19 1.60% 485.85 485.40 RCP3 4613 DI -21B CG -6 10+28.18 4 51 .55 VDOT STD. IS -1 REQ'D 46A 15 28.18 0.53%_I 507.20 507.05 RCP3 44B DI -21B CG -6 10+28.04 10 50 .66 VDOT STD. IS -1 REQ'D 44A 15 28.04 0.50% 11 500.24 500.10 RCP3 38B DI -2B CG -6 10+28.16 10 49?'.58 .58 VDOT STD. IS -1 REQ'D 38A 15 28.16 0.53% 493.10 492.95 1 RCP3 36B DI -2C CG -6 10+28.11 6 494.94 VDOT STD. IS -1 REQ'D 36A 15 28.11 1.07% 1 488.70 488.40 RCP3 42B DI -213 CG -6 10+50.88 10 50". 67 VDOT STD. IS -1 REQ'D 42A 151 50.88 0.51% 497.36 497.10 RCP3 687 DI -7 TYPE III GRATE - 13+51.94 - 50 .30 VDOT STD. IS -1 REQ'D 67 15 101.76 3.59% '', 500.52 496.87 RCP3 1 - 66 DI -7 TYPE I I I GRATE - 12+50.18 - 501. 80 VDOT STD. IS -1 REQ'D 65 15 120.53 1.88% 496.77 494.50 RCP3 64 MH - 11+29.65 - 49 .80 VDOT STD. IS -1 REQ'D 63 15 33.64 3.42% 494.40 493.25 RCP3 62 MH - 10+96.01 - 49 .80 VDOT STD. IS -1 REQ'D 61 15 75.26 2.86% 493.15 491.00 RCP3 60 ! MH - 10+20.75 - 49'.35 VDOT STD. IS -1 REQ'D VDOT STD. SL -1 REQ'D 59 15 20.75 2.41 % 487.00 486.50 RCP3 14B DI -2C CG -6 10+28.17 6 510.40 VDOTSTD. IS -1 REQ'D 14A 15 28.17 0.60% 503.41 503.24 RCP3 24B DI -213 CG -6 10+51.86 8 51 .11 VDOT STD. IS -1 REQ'D 24A 15 51.86 1 0.50% 510.26 F510.00 RCP3 OP, SCORT R. COLLINS'Z' No. 35791 ,2L �SSIONAL EIsle) 1 F- I - Z W Z W 06 w �z 0 � � Z w 0 z J J '0 U -0, 0 0 a � 0- U) C o U o Q) 0 o 3 0 c U) a x a x U N a 0 a o T, 0-_ i O 0� � 3 o a 6 i= N � o O U c� z) w � w 0 Z U 0 o Z -I w -a cf) a z J J O U � o-0 T C 0 ._ OU Q 0 a L� Q) > 0 - U .N O (3 - x -0 P 0 O EQ) O U a U O C a U U 0 0 Un O D ) -a O a � C 0 a C QQ to 0- Q T 0 Z W i L9 W r-1 r -I O ri Z O 0 U U H U � i Lu U L] ® U7 <C O > O Z J W U W U Ce • s W U) >V 10 W W W n W W Z Ilry ur) Ln� W LU •M � w 06 w �z 0 � � Z w 0 z J J '0 U -0, 0 0 a � 0- U) C o U o Q) 0 o 3 0 c U) a x a x U N a 0 a o T, 0-_ i O 0� � 3 o a 6 i= N � o O U c� z) w � w 0 Z U 0 o Z -I w -a cf) a z J J O U � o-0 T C 0 ._ OU Q 0 a L� Q) > 0 - U .N O (3 - x -0 P 0 O EQ) O U a U O C a U U 0 0 Un O D ) -a O a � C 0 a C QQ to 0- Q T 0 � i L9 r -I r-1 r -I r -I ri Z CN 06 w �z 0 � � Z w 0 z J J '0 U -0, 0 0 a � 0- U) C o U o Q) 0 o 3 0 c U) a x a x U N a 0 a o T, 0-_ i O 0� � 3 o a 6 i= N � o O U c� z) w � w 0 Z U 0 o Z -I w -a cf) a z J J O U � o-0 T C 0 ._ OU Q 0 a L� Q) > 0 - U .N O (3 - x -0 P 0 O EQ) O U a U O C a U U 0 0 Un O D ) -a O a � C 0 a C QQ to 0- Q T 0 � i L9 Z CN i ZILLJ • s tD 10 _j Z Ilry W 0 •M iui Ul • luj IU) i i 0 r)s • a 06 w �z 0 � � Z w 0 z J J '0 U -0, 0 0 a � 0- U) C o U o Q) 0 o 3 0 c U) a x a x U N a 0 a o T, 0-_ i O 0� � 3 o a 6 i= N � o O U c� z) w � w 0 Z U 0 o Z -I w -a cf) a z J J O U � o-0 T C 0 ._ OU Q 0 a L� Q) > 0 - U .N O (3 - x -0 P 0 O EQ) O U a U O C a U U 0 0 Un O D ) -a O a � C 0 a C QQ to 0- Q T 0 50 C10 Z_; 0 Z 4 N_� z 44 COTT R. COLLINS�Z 771�:: "M _4 4 0 No 5791 .12�::. Z_ --A 4. f /7 UAAL GO* _p I /Y 0"'.. A0 8 IN & X 1 u m Q1,;, 3 CF it i I FP 4 x l 3 AR y it 11 b, v 'd, V� a I AR L, ---------- 3 PY, r 4 - it f DPOSED 8'W'OODEN FENCE TO BE ..... ...... . . 4 . .............. ---- INSTALLED ALOING THE REAR PROPERTY tit J OF THE LOTS ALONG THE BOUNDARY V IT z I-_ z I-_ L OF THE FOREST RIDGE V�k if INE uj Lu W u__ Jf) z --- ---- ZHOOD. WITHIN THE 6'FROM 0 j THE PROPOSED FENCE AND THE _j 0 11 ? < --_1 0 BOUNDARY LINE, A STAGGERED LINE OF 0 u 0 u m DECIDUOUS & CONIFEROUS TREES SHALL u Y ------ r- u < L 0 (D U) BE INSTALLED 6TO 8'IN HEIGHT AT J V Lu u -3, 0 Lli PLANTING STAGE. u U lit < 0 x u - CL 41 4 > Lu ui yj 4 6,f x x ij, 1 UP ui �'d> D, uj > uj > Lu v T� ig,, F, X T0x, ui C� Lu c, o_ Ce L 7 14 5C 4 A > if -J f f �j L 6 CA" ui ly� i U �J` 218 J 11 IN 5CR I , _", L'� ":.. - \ - % v - I , p Ii�,�-i jb _p, X, V '. � 11 11. �. w v v -ra 1�, Ji X 6 CA '0 ti N _J;j� CR Z, A j x ON x q,� Z_ p, Vi 1_2 4, 'X lit, '44v I JJ it 5 CA v _x -W-_ -'r- XL4_ i F.1 V -j I.. ... ..... .... . BM q -T m m Cr) (v,) iCR ";,4P:�, Md J,i- Z -i C) 11� rz� 7 r Z\ co CN If —i CN ,I- 0, J, x'� % I L 3 7, x "A. 1 AR 5CR '51 'Ll S CA x mp L ---- - --- ----- x 4,. I xup P 5 CA > X( f 5ck < \ / A' 43 Lu (y) CA — - - ----- -- vN -10 P .. ....... . �J 2 N cei J 6 B X x e 0) 1, �A _3 x x 5UR __2 IL A 4 v CY) 5Ck 5CR VI -t gw 1 UP y 7 r X Ll t1v, CN -4 m C -D 0 23 .......... .. 2 6 ..... . . ........ ... . . z 8 t_j fit, CN A CN :0 4 jr) I J" L CD < __J x Ld 0 x C/) > j . .......... ui PV 0 V 0 1P\ GR 0 A�. - — I- I_', \, "! L 1i x —1 BN 7 CA 0 tC SCALE G R"A p A _j WARMCA " . ...... U) .... . ...... i_ 13 IV U) "'ou. Lu CL 0 i z 100 200 u ZV.................... . . . ........ r r% - - — --- - - ----- - ----------- (D q J GR X FTET J x �A ::7 k.44 I - - t 14 QOI I�N Notes, T -- J, Q) 7 CF 0 I ine 50 ft. N, _j) 0 =3 ICONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED z /j V < u 'TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. 0 Q PV _j . ... ... . . NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. Ml� TE IPRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHI CT (LA) TO DISCUSS 'TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ 0 B10SWALE MI -11k (BM): C.c Plant Legend 11 CF IOR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON—SITE. Lj_ iCONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. E —,n 1. BIOSWALE SEED MIX (BM) TO 131— USED ON THE TWO WATER QUALITY SWALES. LLJ C_ PLANT SCHEDULE .0 iCONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE 2. BM AREA TO CONSIST OF 50% GRASS & 50% WILDFLOWERS (BY AREA) (so TOTAL SITE iOF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE m S�, BOTANICAL COMMON NAME SIZE �CANOPY COV RA < LQUANTITYT E 6E (so PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN GRASS: ELYMUS RIPARIUS & SPOROBOLUS HETEROLEPIS (24" OR SHORTER) 0 ,COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREES 'TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK =7 �PLUGS SPACED PE URSERY RECOMMENDATION TO COVER 50% OF TOTAL WATER QUZITY SWALE SURFACE AREA) WILDFLOWER: ASCLEPIAS SYRI CA (149 PLUGS), RUDBECKIA HIRTA (149 PLUGS), SALVIA LYRAT�\ (149 PLUGS), SCUTELLARIA INTEGRIFOLIA (149 PLUGS), & MONARDA UNCTATA (149 PLUGS) 3. USE PLUGS NOT GALLON OR GREATER SIZED CnNTAINFRq — qPArP- -�n" nr AR, ACER RUBRUM RED MAPLE 2 1/2" cal 452 6 2,712 BN� BETULA N I GRA RIVER BIRCH 10'-12'ht. 397 7 2,779 FP, FRAXINUS PENNSYLVANICA GREEN ASH 2 112" cal. 672 36 24,192 PA: r— PLATANUS ACERIFOLIA LONDON PLANETREE 2 1/2" ca 1. 422 38 16,036 QP, QUERCUS PHELLOS WILLOW OAK 2 1/2 " cal. 4 19 31 12,989_ LIIP�_ IULMUS PARVIFOLIA 'ALLEE' IALLEE ELM 2 1/2" cal. 423 2 846 ORNAMENTAL TREES 0 13 ,ALL PLANTS HAVING A QUAN11TY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM OR PER SPECIES RECOMMENDATION AC, AMELANCHIER x CANADENSIS SHADBLOW SERVICEBERRY 6-T ht. 130 3 390 THE SAME SOURCE (PER SPECIES). mmi ui CFI , 0 t—CORNUSFLORIDA DOGWOOD 6-Tht. 124 3 372 CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY u MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7' ht. 113 6 678 0 Notes: SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING ry 0— x -71PRUNUSYEDOENSIS IYOSHINO CHERRY 6-71 ht. 99 3 297 INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT 'D GRASS AREA MIX (GR): Fy < (D EVERGREEN TREES PRIOR TO PLACEMENT OF ORDERS. 0 0. r% IN I LEX x 'N ELLI E R STEVENS' NELLIE R STEVENS HOLLY T-Tht. 44 19 836 LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT 11ME OF DELIVERY I I - I 1 0 0 M C- MAGNOLIA GRANDIFLORAUTTLE GEM' LITTLE GEM MAGNOLIA 115'-20'ht. 1 82 1 3 8 1 3,116 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE C ARCHITECT 48—HOURS PRIOR TO DELIVERY. ALL VEGETATION SHOULD BE PLANTED IN THE FALL OR 1. GRASS (GR) TO BE USED ON THE BOTTOM OF THE EED POND. SHRU S OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER u N C D EARLY SPRING. u (D -0 CA THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA ui 2. GR AREA TO CONSIST OF 50 SHRUBS & 50% GRASSES (BY AREA) CLETHRAALNIFOLIA SUMMERSWEET CLETHRA 24' HT. 16 158 2,528 ui E - 0 (D NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. re 0 U) CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 9 14 126 0- T) :3 Col GRASS: PANICUM VIRGATU �SHENANDOAH (220 PLUGS), AMSONIA HUBRICHTII (220 CW VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD PLUGS) CORNUS RACEMOSA GRAY DOGWOOD 24" HT. 64 55 3,520 AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. JOB NO� MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE CF: CALYCANTHUS FLORIDUS 28 728 SWEETSHRUB (FRAGRANT) 1 26 1 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— 102041 > SHRUBS: ILEX VERTICILLATA�'RED SPRITE' (146 PLUGS) AND 'JIM DANDY (146 PLUGS), IV ITEA Vf RGI N I CA SWEETSPIRE 64 13 832 SHRED DEDH ARDWOOD. MULCH SHOULD NOT TOUCH BASE OF TREE AND THERE SHOULD BE NO 0 ILEX GLABRA (146 PLUGS) GR4SS MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND MULCH 'VOLCANOES' AROUND TREES. SCALE TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE Pv� PANICUM VIRGATUM PLANT. 1 =50 3. USE PLUGS, NOT GALLON OR �GREATER SIZED CONTAINERS SPACE .30" O.C. I I SWITCH GRA S CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY TO�TALCAINIOPY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. (n 72,299 0 NO. -a CL OR PER SPECIES RECOMMENDATION SHEET t - ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 17 z 0 ,ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE LU L,� , CALCULATIONS: OR TREE PROTEC11ON AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE 'WILL BE DONE IMIIIIIIIIIIIIIIII Ljj F- TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS -TOTAL SITE AREA (12.75 3.27 PRESERVED AC): 412,9491 SF CANOPY REQUIRED (15%): 61,942 SF 'WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK NTH U) u) ui 0 0,6 T3 PROPOSED TREE CANOPY: 72,299 SF ILANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN mi IDESIGNATED TREE PROTEC11ON AREAS OR WITHIN EXISTING DRIPLINES. I.— ORNAMENTAL TREES 0 13 ,ALL PLANTS HAVING A QUAN11TY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM OR PER SPECIES RECOMMENDATION AC, AMELANCHIER x CANADENSIS SHADBLOW SERVICEBERRY 6-T ht. 130 3 390 THE SAME SOURCE (PER SPECIES). mmi ui CFI , 0 t—CORNUSFLORIDA DOGWOOD 6-Tht. 124 3 372 CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY u MV MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-7' ht. 113 6 678 0 Notes: SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING ry 0— x -71PRUNUSYEDOENSIS IYOSHINO CHERRY 6-71 ht. 99 3 297 INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT 'D GRASS AREA MIX (GR): Fy < (D EVERGREEN TREES PRIOR TO PLACEMENT OF ORDERS. 0 0. r% IN I LEX x 'N ELLI E R STEVENS' NELLIE R STEVENS HOLLY T-Tht. 44 19 836 LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT 11ME OF DELIVERY I I - I 1 0 0 M C- MAGNOLIA GRANDIFLORAUTTLE GEM' LITTLE GEM MAGNOLIA 115'-20'ht. 1 82 1 3 8 1 3,116 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE C ARCHITECT 48—HOURS PRIOR TO DELIVERY. ALL VEGETATION SHOULD BE PLANTED IN THE FALL OR 1. GRASS (GR) TO BE USED ON THE BOTTOM OF THE EED POND. SHRU S OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER u N C D EARLY SPRING. u (D -0 CA THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA ui 2. GR AREA TO CONSIST OF 50 SHRUBS & 50% GRASSES (BY AREA) CLETHRAALNIFOLIA SUMMERSWEET CLETHRA 24' HT. 16 158 2,528 ui E - 0 (D NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. re 0 U) CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 9 14 126 0- T) :3 Col GRASS: PANICUM VIRGATU �SHENANDOAH (220 PLUGS), AMSONIA HUBRICHTII (220 CW VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD PLUGS) CORNUS RACEMOSA GRAY DOGWOOD 24" HT. 64 55 3,520 AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. JOB NO� MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE CF: CALYCANTHUS FLORIDUS 28 728 SWEETSHRUB (FRAGRANT) 1 26 1 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— 102041 > SHRUBS: ILEX VERTICILLATA�'RED SPRITE' (146 PLUGS) AND 'JIM DANDY (146 PLUGS), IV ITEA Vf RGI N I CA SWEETSPIRE 64 13 832 SHRED DEDH ARDWOOD. MULCH SHOULD NOT TOUCH BASE OF TREE AND THERE SHOULD BE NO 0 ILEX GLABRA (146 PLUGS) GR4SS MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND MULCH 'VOLCANOES' AROUND TREES. SCALE TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE Pv� PANICUM VIRGATUM PLANT. 1 =50 3. USE PLUGS, NOT GALLON OR �GREATER SIZED CONTAINERS SPACE .30" O.C. I I SWITCH GRA S CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY TO�TALCAINIOPY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. (n 72,299 0 NO. -a CL OR PER SPECIES RECOMMENDATION SHEET t - ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. 17 M TYPICAL ORIENTATION OF T Ey A EN (!;�O[L S ARILIZATBLS ] T WHER,E THERE IS A BERN AT rHE TOP +' TH€ SL0PF_ DRING THE MATE .L& 0 ER THE 8ERU ANF` ANCHOR FF Kiii fl -I THE BERM. ON SHAL SLOPES, STRIPS OF KAY FSE 6PPLAM &CPOSS ON ' SLt:K5, APPLY P ROTEC'TTYF E( RNA TO THE DIRECTION OF F DW ,440 ,epi HOR SEC,,A~L,(, 5RJNC' I4VFh7[A , CiQlAN r:i A LEVEL KRER REFER eF T�Fr�t9�tti7��: THE IN SiA41hr�°44. n��N r�I�: Erar AMDER 4 AND STAPLE AT IZ' INTERd&`. Source; Adapted from Ludlow Products Brochure. E 111 - 361 PARALLEL LLEL TO ` HE DIFECTION OF FLIM' USE CHECK SLOTS -AS REQUIRED. A)rj1O THE r�TCH IF AT ,Ai= iMIBL Plate 336-1. 1992 3.38 z ch LU I Lu FENCING AND ARMORINGI W 0 0 0 2 z z "? J 0 0 a DRIP LINE 0 l I U 0 \ k SNOW FENCE r TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120' AROUND U I j PLANT PIT ON "UPHILL" SIDE CO 'I REFER TO TREE p4 D REFER TO TREE ! R STAKING DETAIL �— TAKING DETAIL S Z) ` COMPACT EXCAVATED SOIL �oRo FENCE ' 0 TRENCH EDGE AROUND TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE CORD FENCE Z ENTIRE AREA TO BE 3: a MULCHED PLASM FENCE <CL TRENCH EDGE AROUND %\\%\ �2-r ENTIRE AREA TO BE CORRECTMETHODOF TREE FENCING REFER TO ROOTBALL PIT \\ \\\/ ..• . e.a`� � MULCHED DETAIL D \j\\\ \ \\\� .r::;•;•;....: ` REFER TO ROOTBALL PIT DETAIL > \ d tf 0 ROOTBALL ROOTBALL r-+ N L'i Ln W f NOTES: NOTIES: 1. SET TREE PLUMB PRIOR TO STAKING 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND Mood" 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 00 CORRECT TRUNK ARMORING 00 1 TEE PLANTING LD -004 2 TREE PLANTING ON SLOPE L0.005 TRIANGULAR BOARD FENCE 12 SECTION N.T.S, 12 SECTION RT.S, Source: Va. DSWC Flute 3,38-2 County of Albemarle Conservation Plan Checklist — To be, Placed on .Landscape Plans (11andbook, pp III -2x84-111-297 for complete; pecifications) 1. The foRoNving items shall be shorn on the plan, Trees to be saved', i Limits of clearing (outside dripline of trees to be saved); L Location and type of protective fencing, Grade changes requiring tree wells or walls; Proposed trenching or trammeling beyond the limits of clearing. 2, Marldnes: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. L) No grading shall begin until the tree marking has been inspected and approved by a County Inspector.. 3. Pre -Construction Conference: U Tree preservation and protection measures shall be reviewed -with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment; vehicular traffic and storage of construction inateri.als including soil shall not be permitted -Mthin the driplines of trees to be saved. 5. Soil Erosion and Storinwater Detention Devices: F Such devices shall not adversely affect trees to be saved. 6. Fires: IJ Fires are not permitted within 100 feet of the dripline of trees to be salved. 7. Toxic I Iaterials: L] To -ie materials shall not be stared within 100 feet of the dripline of trrees to be saved. 8. Protective Fencing: E Trees to be retained within 40 feet of a proposed building or grading activity sha11 be Protected by fencing. Z3 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9, Tree Wells: 83 When the ground level inust be raised within the dripline of a troe to be saved, a tree well shalt be provided and a construction detail submitted for approval. 10. Tree Walls: E When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchina and Tunneling: When trenching is required within the limits of cleating, it shall be done as far away from the trtulks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated. that necessary trenching will destroy feeder roots. 12. Cleanup: VI Protective fencing shall be, the last items removed during the final cleanup. 133. Damaged Trees: 0 Damaged trees shall NOTE: IT IS THE DEV OWNER SIGNATURE treated immediately by pruning, fertilization or other methods recommended by a tree specialist. PER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS, CONTRACT PURCHASER SIGNATURE 1/22/13 (DATE) (DATE) 5/1106 Page d of 1 Conservation Plan Note: 1. ALL TREES TO BE PRESERVED AND PROTEECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE (OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT- TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. o. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP. OP, SCOTT R. COLLINS�?, No. 35791 � ��sjONAL E��Z c� z ch LU c� Lu W 0 0 0 2 z z "? J 0 0 a 0 0 U 0 \ k U CO V)2:U z 0 D Z) tin 0 > 0 Z Q U U O <CL > 0 W 0 r-+ H L'i Ln W M w w c� m ch r7 c� O W 0 SCALE 0 0 a NIA c -C o 3 0 � \ k o C6 Z_ a � w �w �z �CD z �w 0 ' c z ) z iU O J J o < o .� a L � O N QC_ //�� Oo U 0 � N O � �V) » �a U N _� U Q� o 0 0 3 o , T U 6 E+ •0 �o 0— U —U C7 � z w w 0 Z u o z w -0 0 z J C� J O o .o 0 Q U O L = Q U) �C_ 0 U 7 O a o C� LU U-1 �Q) = U U)O O U JOB NO. c 102041 U O W 0 SCALE 0 0 a NIA c -C o 3 0 • 0 a 18 O T L C t— a LEGEND ROADS L - -- - EROSION& SEDIMENT CONTROL EROSION CONTROL NOTE MEASURES: ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION EXISTING CULVERT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND CUL VERT WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWING: THE VIRG/NIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA DRO INLET & STRUCTURE NO. REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL 3.01 SAFETY FFENCE:REGULA TIONS. CURB A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO OF EROSION CONTROL MEASURE BY THE PUBLIC. PRIOR TO THE THE UNDESIRABLE USE AN C E PRE- ONSTRUCT70N CONFERENCE ONE WEEK TO PROHIBIT7H C CUR &GUTTER APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED TARL 3.31.8 COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO ACCEPTABLE TEMPORARY 11111DING PLANT MATERIALS UNSAFE BY VIRTUE OF POTENTIAL ACCESS BY THE PUBLIC. -QUICK REFERENCII FOR ALL REGIONS' THE FINAL INSPECTION. PROPOSED PAVEMENT Planting Dares Se�) deS ES -3 -ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR Sept. 1 - Feb_ 15 50/50 Mix of 2: 3.02 C0NS7RUC770N ENTRANCE. ev � TO OR AS THE FIRST STEP 1N CLEARING. EC -3A DITCH A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE 7HE AMOUNT OF ES -4:A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES vCONSTRUCTION DITCH MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RF. 60- 100 (iurrtmL,llrn} DEPT/ OF EC -3A 50 ES-5:PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES 1N AREAS OTHER THAN " Source: Va.. DSWC ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE THE %D U 2: AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS INDICATED ON THESE PLANS INCLUDING BUT NOT LIMITED TO, OFF-SITE EC- DITCH m BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A 303 C0NS7RUC77ON ROAD STABILIZATION: Zw SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND 6" DEPT �I OF EC -2 DITCH THE TEMPORARY STABILIZATION OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREAS, AND APPROVAL BY THE PLAN APPROVING AUTHORITY. fl OTHER SHE VEHICLE TRANSPORTATION ROUTES WITH STONE IMMEDIATELY AFTER GRADING. TO ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL ,,,y,,, FART DITCH REDUCE EROSION OF TEMPORARY ROADBEDS BY C0NS7RUC77ON TRAFFIC DURING WET WEATHER EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND AND TO REDUCE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. DRIVEWAY CULVERT THE TIME OF IN177AL GRADING AND FINAL STABILIZATION. USE WHEREVER STONE -BASE ROADS ES-7.°ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL w OR PARKING AREAS ARE CONSTRUCTED, WHETHER PERMANENT OR TEMPORARY, FOR USE BY w MEASURES AT ALL TIMES DURING LAND DISTURBING ACTI VI TIES AND DURING j BEN �H MARK CONSTRUCTION TRAFFIC. SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. it J. 05 SILT FENCE.- ES -8. -DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN CLEARING LIMITS A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED APPROVED WATER FILTERING DEVICE. - ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN ES - 0 9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES as VDOT STANDARD STOP SIGN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE,AND TO DECREASE THE VELOCITY OF VENESS ANY NECESSARY REPAIRS R OR CLEANUP TO MAINTAIN THE EFFECTIVENESS - --200- - - EXISTING CONTOUR SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS w OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT cw>_' I LU 200 PROPOSED CONTOUR LADEN RUNOFF FROM SHEET FLOW AS ilNDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & 240.55 PROPOSED SPOT ELEVATION SEDIMENT CONTROL HANDBOOK (VESCH). EROSION /� CONTROL NOTES TBC DENOTES TOP/BACK OF CURB 3.09 TEMPORARY DIVERSION DIKE.• TIB DENOTES TOP OF BOX A 7EMPORARY RIDGE OF COMPACTED SIO/L CONSTRUCTED AT THE TOP OR BASE OF A SLOPING 1. THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO THE ' DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM PRE-CONSTRUC77ON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND UNPROTEC7ED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO 77 -IE FINAL INSPECTION. VIRGINIA EROSION & SEDIMENT CONTROL SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT -TRAPPING FACILITY SUCH 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND EROSION CONTROL HANDBOOK SPECIFICA77ON NUMBER AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER STORMW47FR RUNOFF MUST BE MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICA77ONS OF THE VIRGINIA * TEMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULAT70NS VR SA ��o SAFETY FENCE 3.01 SITE DURING CONSTRUCTION. THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 MONTHS OR LESS, WHICH CAN BE PROLONGED WI7H PROPER MAINTENANCE. J. 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. CE a P m,; „< CON TRUCTION ENTRANCE 302 313 7EMPORARY SEDIMENT TRAP: A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CON7ROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. I STONE OU7LET TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS 07HER THAN INDICATED SF x xx- SILT FENCE 3.05 ENOUGH TO ALLOW THE MAJORITY OF 7FHE SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED ON THESE PLANS (INCLUDING, BUT NOT LIM17ED TO, OFF-S17E BORROW OR WAS7E AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN SS-ssF-ssF- SUPER SILT FENCE W/WIRE 3D5 SEDIMENT TRAP WILL BE USED NO LONGER THAN 18 MONTHS, AND IT MAY BE CONSTRUCTED EITHER INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE. 6. TO 7HE OWNER FOR REVIEW AND APPROVAL BY 7HE PLAN APPROVING AUTHORITY. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION /P0_0INLET PROTECTION J. BA SINWITH 17EMPORARY CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS THEL AN APROVING AUTHORITY. A BARRIERENT OR DAM A CONTROLLED STORMWATER RELEASE STRUCTURE Z ALL SDETERMITURBED AR ASBY ARE TO DRAIN 70 APPROVED SEDIMENT CONTROL MEASURES AT FORMED BY CONSTRUC77NG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY. ALL 77MES DURING LAND DISTURBING AC77VIRES AND DURING SITE DEVELOPMENT UN77L DD 00 0111- TEMPORARY DIVERSION DIKE 3.09 TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS 1N "WET" AND `DRY" STORAGE FINAL STABILIZATION IS ACHIEVED. LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SET7LE OUT. APPLIES BELOW 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FD FILL DIVERSION J. 10 DISTURBED AREAS WHERE THE TOTAL CONTRIBU77NG DRAINAGE AREA IS EQUAL TO OR FILTERING DEVICE. GREATER THAN THREE ACRES THERE MUST BE SUFFICIENT SPACE AND APPROPRIATE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND SB SEDIMENT BASIN 3.14 TOPOGRAPHY FOR THE CONS7RUC77ON OF A 7EHPORARY IMPOUNDMENT. AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL 318 OUTLET PR07ECTION: BE MADE IMMEDIATELY. OTS TS TEMPORARY SEEDING 3.31 STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES OR PAVED CHANNEL SECTIONS. TO PREVENT SCOUR AT 10. 11. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WAS7E AREA. EARTH FILL i STORMWATER OU7LETS, TO PR07ECT THE OU77-ET STRUCTURE, AND TO MIN/M1ZE THE POTENTIAL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OPS PS PERMANENT STABILIZATION 332 FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS. APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL 12. OTHER DEBRIS BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF iCOMPLETION PER SECTIONS. ZONING ORDINANCE SEC77ON 5.1.28. MU J. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SLECT70N 13-301 MU MULCHING 3.19 RIPRAP: OF THE CODE OF ALBEMARLE. ❑ 13TREE ei PROTECTION 3.38 A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FILTER FABRIC OR GRANULAR UNDERLINING. IO PR07ECT THE SOIL FROM THE EROSIVE 14. BORROW, FILL OR WASTE ACTIVITY INVOLWNG INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7.• 00 AM TO 9.00 PM. 'VELOCITY FORCES OF CONCENTRATED RUNOFF, SLOW THE OF CONCENTRA7ED RUNOFF WHILE 15. BORROW, FILL OR WASTE AC77VITY SHALL BE CONDUCTED IN A SAFE MANNER THAT DC/ -(D --/ DC DUST CONTROL 339 ENHANCING THE POTENTIAL FOR INFILTRA77ON:.AND TO STABILIZE SLOPES KITH SEEPAGE PROBLEMS, AND/OR NON -COHESIVE SOILS L1,5E WHEREVER SOIL AND WATER INTERFACE AND MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY THE SOIL CONDITIONS, WATER 77JRBULENCE AND VELOCITY, EXPECTED VEGETATIVE COVER, ETC., PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. FIL7REXX DIVERSION ARE SUCH THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDITIONS. 16. 77 -IE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACIL177ES WHERE APPLICABLE ALL 3.20 ROCK CHECK DAMS: EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF �' ROCK CHECK DAM 320 SMALL 7EMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH, TO ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. REDUCE THE VELOCITY OF CONCENTRATED STORMWATER FLOWS, THEREBY REDUCING EROSION 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCH>'ING. SEEDING IS 3.27 :.........t OF THE SWALE OR DITCH. THIS PRACTICE ALSO TRAPS SEDIMENT GENERATED FROM ADJACENT TO BE AT 75 LBS ACRE AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO "... ...................... TURL131DITY CURTAIN AREAS OR THE DITCH ITSELF, MAINLY BY PONDING OF THE STORMWATER RUNOFF. THISCONSIST A 50/50 MIX OF ANNUAL RYGRASS AND CEREAL WINTER RYE, OR IN MARCH I,TS PRACTICE, UTILIZING A COMBINATION OF STONE SIZES, IS LIMITED TO USE IN SMALL OPENSAND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONIST Or i LIMI OF DISTURBANCE CHANNELS WHICH DRAIN 10 ACRES OR LESS GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR. , SOILS " BOUNDARY 18. PERMANENT STABILIZA77ON SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND - -..-..,: 327 TURBIDITY CURTAIN: MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS11000SF, A FLOATING GEOTEXTILE MATERIAL WHICH MINIMIZES SEDIMENT TRANSPORT FROM A DISTURBED INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FER77LIZER SHALL BE APPLIED AT STONE BAFFLE AREA ADJACENT TO OR WITHIN A BODY OF WATER. TO PROVIDE SEDIMENTA77ON PR07EC77ON 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING FOR A WATERCOURSE FROM UP-SLOPE LAND DISTURBANCE OR FROM DREDGING OR FILLING WITHIN THE WATERCOURSE. APPLICABLE TO NON -TIDAL AND TIDAL WATERCOURSES WHERE SHALL BE APPLIED AT 180LBS ACRE AND CONSIST OF 959 KENTUCKY 31 OR TALL ACRE AN r DRAINAGE DIVIDE INTRUSION INTO THE WATERCOURSE BY CONSTRUCTION ACTIVITIES AND SUBSEQUENT SEDIMENT FESCUE AND 0-59 PERENNIAL OR KENTUCKY BLUEGRASS. STRAW MULCH IS MOVEMENT IS UNAVOIDABLE. TO BE APPLIED AT 8OLBS/10OSF. ALTERNA77VES ARE SUBJECT TO APPROVAL BY THE CORRECT I�iETII ,;) a9[ , r _, u �_ 1� j,I � w,, e<_ I n y_ -1,_ � _- .1 `,--k-:4-:Aie� " ,,, TRIANGULAR BOARD FEND • .� crs;o « �E OF TREE FENCING I 0J c - lrM RRECT TRUNK ARMORING EROSION CONTROL INSPECTOR. 3.31 TEMPORARY SEEDING: 19. MAINTENANCE ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH THE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS ITO BE REPAIRED WITH APPROPRIATE RAPIDLY GROWING /ANNUAL PLANTS. TO REDUCE EROSION AND IMMEDIA TEL Y. SILT TRAPS ARE TO BE CLEANED WHEN 509 OF THE WE7T STORAGE SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN GRADE FOR A PERIOD OF MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND NECESSARY TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND 01VERSION DYKES RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PR07ECTION TO BARE SOILS WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND EXPOSED DURING CONSTRUCTION UNTIL. PERMANENT VEGETATION OR OTHER EROSION CONTROL REPAIRED /MMED/A7FLY. MEASURES CAN BE ESTABLISHED. 20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED W17HIN 30 DAYS OF FINAL SITE STABILIZA77ON, WHEN MEASURES ARE MIO LONGER 3.32 PERMANENT STABILIZATION. NEEDED, SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR?. THE ESTABLISHMENT OF PERENNIAL VE(GETARVE COVER ON DISTURBED AREAS BY PLANTING 21. THE E&S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE E&S COtNTROLS AS SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DIS77/RBED AREAS. TO NECESSARY IN 7HE FIELD AS SITE CONDITIONS CHANGE. IN ADDITION, NO SEDIMENT PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL ADAPTABLE TO BASIN OR TRAP CAN BE REMOVED WITHOUT WRITTEN AUTHORIZATION. SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. TO IMPROVE WILDLIFE HABITAT TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. 335 MULCHING.• APPLICA77ON OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETAT70N BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULAT70N AGAINST EXTREME HEAT AND COLD. AREAS WHICH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING. AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED USING ORGANIC MULCH. MULCH MAY BE USED TOGETHER WITH PLAN77NGS OF TREES, SHRUBS, OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL STABILIZA77ON BY THEMSELVES, CAN BE USED IN CONJUNC77ON W1 TH TEMPORARY SEEDING. 3 38 TREE PRESERVATION AND PROTECTION. PROTECTION OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION AC77VITY. TO ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFEC77VE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUT70N CON77?OL1 NOISE REDUCTION, SHADE AND 07HER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. APPLIES IN TREE-INHAB17ED AREAS SUBJECT TO LAND DISTURBING ACTIVITIES. 3.39 DUST CONTROL: REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND CONSTRUCT70N ACTIVITIES TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEAL 77-1 HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. COMPACTED SOIL I• 3' MINIMUM 24" MIN. e MINIMUM DD TEMPORARY DIVERSION DIKE NO SCALE FILTER FABRIC ENTRENCHED 6' PERMANENT STABIL IZA TION PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS PER THE PERMANENT STABILIZATION OF THIS EROSION & SEDIMENT CONTROL NARRA TI VE. AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING, TOPSOIL - 2" DEPTH, LIME - 2 TONS/ACRE, FERTILIZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSERVATION SEED MIX - ERNMX-114 (45 LBS/ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS/ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS/ACRE PARK KEN TUCK Y BLUEGRASS, 15 LBS./ACRE ANNUAL RYEGRASS & 15 LBS./ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS MAINTENANCE• IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS.• A. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. IN ADDITION, THE COMPARTMENTS OF THE SEDIMENT BASINS WILL BE CONTINUALLY CLEANED ON A ROUTINE BASIS. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASUR ES. EROSION AND SEDIMENT CONTROL MEASURES: IT IS ANTICIPATED TO USE CONSTRUCTION ENTRANCES, DIVERSION DIKES, FILTREXX RUNOFF DIVERSIONS, 3 SEDIMENT BASINS, 2 SEDIMENT TRAPS, AND SILT AND SUPER SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES TEMPORARY STOCKPILE AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED AND STORED FOR LA7FR SPREADING. STOCKPILE LOCA77ONS SHALL BE ON SITE AND SHALL BE STABILIZED WITH A TEMPORARY VEGETATIVE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUC77ON AC77V1TlES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERMINATING VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED. . CONSTRUCTION ENTRANCE. A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT THE POINT OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE 7HE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS CONSTRUCTION ROAD STABILIZATION. 7HE TEMPORARY STABILIZA77ON OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREAS, AND OTHER ON-SITE VEHICLE 7RANSPORTATION ROUTES WITH 21A STONE IMMEDIATELY AFTER GRADING. TO REDUCE THE EROSION OF TEMPORARY ROADBEDS BY CONSTRUCTION TRAFFIC AND TO REDUCE THE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN THE 77ME OF INITIAL GRADING AND FINAL STABILIZATION. CONSTRUCTION ROAD STABILIZATION WILL BE APPLIED TO THE PARKING AND STAGING AREA (4" DEPTH) AND AT THE ENTRANCE OF THE PROJECT (8 - DEP TH). 8"DEPTH). SILT FENCE,• A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHE77C FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONS7RUC77ON OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SI IF. TO DECREASE 7HE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FIL7ER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AF7FR EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). PERMANENT STABILIZA77ON, 77 -IE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO S17E CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONS7RUCTION ACTIVITIES, ALL AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. TEMPORARY SEEDING: THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTEC77ON TO BARE SOILS EXPOSED DURING CONSTRUCTION UN77L PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. DUST CONTROL: REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOL177ON AND CONS7RUCTION ACTIVITIES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, 7RAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. JUST CON7ROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. TEMPORARY DIVERSION DIKE* A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPR07ECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS TEMPORARY SEDIMENT TRAP. A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SETTLE OUT. MAX/MUM EFFECTIVE LIFE IS 18 MONTHS TEMPORARY SEDIMENT BASIN: A TEMPORARY BARRIER OR DAM WI7H CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY. IT IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL. OUTLET PROTECTION: THE INSTALLA77ON OF RIPRAP CHANNEL SECTIONS AND/OR S77LLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER-CUTTNG FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS SAFETY FENCE.• A PROTEC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE. TURBIDITY CURTAIN: A BARRIER DESIGNED TO RESTRICT 7HE FLOW OF SEDIMENT -LADEN STORMWATER RUNOFF FROM A CONSTRUCTION SITE, TO KEEP IT CONTAINED IN A LIMITED AREA, AND ALLOW SEDIMENT TO SETTLE CHECK DAM: A DAM ALONG A DITCH WHICH REDUCES VELOCITY AND THUS PREVENTS EROSION AND ALLOWS SEDIMENT -LADEN RUNOFF TO SETTLE. TEMPORARY SEEDING. ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIA TEL Y FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES J. 31 B AND 3,31C. NOTE THAT TABLE J. 31 B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS, TABLE 3.31 C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GW. ROSEEDBED PREPARATION IS ESSENTIAL. AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. TABLE 3.31 A MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES. FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 (14 LBS/1, 000 SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND FERTILIZER SHALL BE INCORPORA TED INTO THE TOP 2 TO 4 INCHES OF THE SOIL 1F POSSIBLE. IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1� INCHES DEEP, SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN � INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED FROM 4 INCH TO � DEEP. SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC. J. J5, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS. AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. EROSION CONTROL NOTES & NARRATIVE PURPOSE.• THE PURPOSE OF THIS LAND DISTURBING ACTIVITY IS FOR THE CONSTRUCTION OF A RESIDENTIAL HOUSING DEVELOPMENT OF 68 LOTS THIS PLAN STARTS WITH ESC PHASE 111 AND CONTINUES ON FROM THE PHASE I & 11 OF THE EARLY GRADING PERMIT APPROVED FOR THE ESTES PARK CONSTRUCTION PLAN. THE PLAN INCLUDES THE BUILD OUT OF THE ENTIRE PROJECT IN TWO PHASES. THE TOTAL AREA TO BE DISTURBED WITH THIS PHASE OF DEVELOPMENT IS 13.11 ACRES EXISTING SITE CONDI TIONS• THE SITE CONTAINS AN EXISTING STREAM, RUNNING THROUGH THE CENTER OF THE PROPERTY. A SMALL PORTION OF DRAINAGE FROM WORTH CROSSING AND THE NEIGHBORING WESTERN PROPERTIES ENTERS THE SITE. A DROP INLET NORTH OF THE PROPOSED WORK ALONG THE BRIGHT BEGINNINGS DRIVE AISLE CAPTURES DRAINAGE FROM THE NORTH AND CONVEYS IT TO THE EXISTING STREAM. A NATURAL RIDGE EXISTS EAST OF THE PROPOSED WORK WHICH SPLITS THE SUBJECT PARCEL DRAINAGE, AND CHANNELS FLOW TO A SECOND DEPRESSED AREA TO THE EAST. THERE IS AN EXISTING STRUCTURE AND OUTBUILDING, DRIVEWAY, AND OVERHEAD ELECTRIC LINES ON THE PROPERTY. THE VEGETATION 1S WOODED WITH CLEARED AREAS OF GRASS. THE EXISTING STREAM AREA IS WOODED. ADJACENT AREAS. THIS S1 TE IS BORDERED BY PRIVATE RESIDENCES AND WORTH CROSSING TO THE WEST, THE BRIGHT BEGINNINGS DAY CARE AND MAPLE GROVE CHURCH TO THE NORTH, MOUBRY LANE AND PRIVATE RESIDENCES TO THE EAST, AND THE ARBOR LAKES AND FOREST LAKES COMMUNITIES TO THE SOUTH. OFFSITE LAND DISTURBANCE.• A TURBIDITY CURTAIN WILL BE INSTALLED AT THE INLET OF ESTES RUNOFF TO ARBOR LAKE AS PROFFERED. THE CONSTRUCTION ACCESS ROAD WILL ACCESS ON PROFFI T ROAD. NO OTHER LAND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS OF DISTURBANCE AS SHOWN. CRITICAL AREAS THE EXISTING STREAM AND DOWNSTREAM LAKE ARE CRITICAL AREAS FOR PROTECTION DURING THE CONSTRUCTION PROCESS REDUNDANT MEASURES OF PROTECTION WILL BE APPLIED ALONG THE STREAM INCLUDING DIVERSION BERMS, SUPER SILT FENCE, FIL TREXX DIVERSIONS, AND TREE PROTECTION FENCING. THE TURBIDITY CURTAIN WILL BE INSTALLED AT THE ARBOR LAKE INLET TO ENSURE PROTECTION OF THIS WA TERBOD Y. SOILS. SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA INCLUDED WITH THIS NA RRA TI VE. .SEQUENCE OF CONSTRUCTION: 1. PHASE I: SEE' EARLY GRADING PERMIT WPO201200098. 2. PHASE 11: SEE EARLY GRADING PERMIT WPO201200098. J. PHASE Ill: INSTALL THE CONSTRUCTION MEASURES AS SHOWN ON THE EROSION CONTROL SHEET. THIS INCLUDES SEDIMENT BASIN 3 & 4, AND SEDIMENT TRAP 3, SUPER SILT FENCE ALONG THE CREEK AND EN VIRONMEN TALLY SENSI TVE AREAS, SILT FENCE, DIVERSION BERM WITH CHECK DAMS, FIL TREXX FILTER SOXX RUNOFF DIVERSION, AND TREE PRO TEC TION FENCING. THE SLOPES ASSOCIATED WITH THE SEDIMENT BASINS AND TRAPS SHALL BE STABILIZED WITH EROSION AND SEDIMENT CONTROL MATTING IMMEDIATELY. STONE BAFFLES SHALL BE UTILIZED IN THE SEDIMENT BASINS TO COMPARTMENTALIZE THE VOLUME AND ALLOW SEDIMENT TO FILTER OUT AS IT MOVES THROUGH THE COMPARTMENTS THE CONTRACTOR SHALL CLEAN OUT THE FIRST CHAMBER OF EACH SEDIMENT BASIN ON A BI -WEEKLY BASIS, WITH THE OTHER CHAMBERS BEING CLEANED OUT AS NECESSARY TO REMOVE SEDIMENT THAT HAS ACCUMULATED WITHIN THE BASIN. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 4. PHASE Ill: SEDIMENT BASIN 1 TO REMAIN UNTIL CURB & GUTTER IS INSTALLED ALONG BURGUNDY LANE, THE ROAD IS STABILIZED, & LOTS 60-68 ARE STABILIZED. THE SIDE OF SEDIMENT BASIN 1 ALONG BURGUNDY LANE SHALL BE ADJUSTED AS NECESSARY IN ORDER TO INSTALL THE CURB & GUTTER. 5. PHASE /I/. ONCE SEDIMENT BASIN 1 IS REMOVED, CONSTRUCT LOTS 57-59. 6. PHASE 1I1: ROUGH GRADE THE EASTERN PORTION OF THE SITE TO THE CONTOURS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. Z PHASE Ill: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TACKIFIERS SHALL BE USED IN SEEDING AND SOIL STABILIZATION APPLICATIONS TEMPORARY SOIL STABLIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 8. PHASE IV.- ROUGH GRADE SITE TO THE CONTOURS SHOWN ON THE EROSION CONTROL PLAN & INSTALL THE UTILITIES, ROAD, AND CURB & GUTTER AS SHOWN. 9. PHASE IV- L07S 51-56 SHALL NOT BE CONSTRUCTED UN77L THE UPLAND AREAS HAVE BEEN STABILIZED AND THE E&S INSPECTOR HAS GIVEN APPROVAL TO REMOVE SEDIMENT BASIN 4. THIS INCLUDES THE CONSTRUCTION AND CURB & GUTTER OF REGENT STREET AND THE STABILIZATION OF LOTS 47-50. 10. PHASE IV- REMOVE SEDIMENT TRAP 3 AND REMOVE SEDIMENT BASIN 2. 11. PHASE IV. • ONCE THE S17E IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE EROSION CONTROL MEASURES. NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GRANTS PERMISSION. 12. PHASE IV. • MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 13 PHASE IV. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE, STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUR-10'IZED BY THE LOCAL PROGRAM ADM/NIS77?ATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA 770N. ADDITIONAL NOTES.• )VON MEETINGS FOR ESTES 1. IM PARK DEVELOPERS AND REPRESENTATIVES OF FOREST LAKES ASSOCIATION ARE REQUIRED PER THE PROFFERS, SEE SHEET 2. 2. THE DEVELOPER 1S RESPONSIBLE FOR REMOVING THE AMOUNT OF DOCUMENTED SEDIMENT FROM ARBOR LAKE. SOIL DESCRIPTION 27B-ELIOAK LOAM, 29 TO 79 SLOPES SOIL IS WELL DRAINED, WITH MORE THAN 80 IN. DEPTH TO THE WATER TABLE. MADE FROM RESIDUUM WEATHERED FROM MICA SCHIST, THIS SOIL HAS CONVEX DOWN AND ACROSS -SLOPE SHAPE. THIS SOIL HAS NO FREQUENCY OF PONDING OR FLOODING AND A MODERA TEL Y HIGH TO HIGH KSA T WI TH MODERA TE WATER CAPACITY. 28C3 - ELIOAK CLAY LOAM -79 TO 159 SLOPES. SOIL /S WELL DRAINED, WITH MORE THAN 80 INCHES TO THE WATER TABLE. MADE FROM RESIDUUM WEATHERED FROM MICA SCHIST, THIS SOIL HAS CONVEX DOWN AND ACROSS -SLOPE SHAPE. NO FREQUENCY OF PONDING OR FLOODING, LOW WATER CAPACITY, AND MODERA TEL Y HIGH TO HIGH KSA T. 34C - GLENELG LOAM, 7 TO 15 PERCENT SLOPES, SOIL IS WELL DRAINED, MODERA TEL Y HIGH TO HIGH KSA T, MORE THAN 80 INCHES TO THE WA TER TABLE, NO FREQUENCY OF PONDING OR FLOODING, HIGH WATER CAPACITY. 88 - UDORTHENTS, LOAMY -29 TO 259 SLOPES. SOIL FROM RESIDUUM WEATHERED FROM GRANITE AND GNEISS, WITH MORE THAN 80 INCHES TO THE WATER TABLE, NO FLOODING OR PONDING, AND CONVEX DOWN AND ACROSS -SLOPE SHAPE. __.._...... __ ...._. � TEAIPj 7OR�.���j Y' FILL: "_� il D/E I FILL SLOT'F: �- I - 5° .jam r - - +III. f I _ _. ,I Li IIt_.�_I'I I ill • - 3.=) I I �� ,..Ili I II II'I ,r�fil�_ I I. H 1.i �H; : I I I l'� �� iii •f- , . Source: Va. DSWC Flute 3.10-1 _7,.,�� ��& �' , , , * �N � _ � t- I � `- ,SCOTT R. COLLINS'Z N o. 35 7 9 1 ,1L__ �%� '? �� J'°�ssI0 NALE� Iffiffill :7 TARL 3.31.8 w ACCEPTABLE TEMPORARY 11111DING PLANT MATERIALS w -QUICK REFERENCII FOR ALL REGIONS' � O Rate Planting Dares Se�) deS lbs. acre Sept. 1 - Feb_ 15 50/50 Mix of 2: Annual %zyegrass ev � �I.OIiUM m lti-fiorum U)Q) C a 1k 50- 100 t "ercal (iR'inter) Rye (Seeete cereale) - Feb. 16 - Apr. 30 Annual 1?yegrass 60- 100 (iurrtmL,llrn} \ May i - Aug 31 German millet 50 (,Setaria italica) " Source: Va.. DSWC � CORRECT I�iETII ,;) a9[ , r _, u �_ 1� j,I � w,, e<_ I n y_ -1,_ � _- .1 `,--k-:4-:Aie� " ,,, TRIANGULAR BOARD FEND • .� crs;o « �E OF TREE FENCING I 0J c - lrM RRECT TRUNK ARMORING EROSION CONTROL INSPECTOR. 3.31 TEMPORARY SEEDING: 19. MAINTENANCE ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH THE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS ITO BE REPAIRED WITH APPROPRIATE RAPIDLY GROWING /ANNUAL PLANTS. TO REDUCE EROSION AND IMMEDIA TEL Y. SILT TRAPS ARE TO BE CLEANED WHEN 509 OF THE WE7T STORAGE SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN GRADE FOR A PERIOD OF MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND NECESSARY TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND 01VERSION DYKES RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PR07ECTION TO BARE SOILS WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND EXPOSED DURING CONSTRUCTION UNTIL. PERMANENT VEGETATION OR OTHER EROSION CONTROL REPAIRED /MMED/A7FLY. MEASURES CAN BE ESTABLISHED. 20, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED W17HIN 30 DAYS OF FINAL SITE STABILIZA77ON, WHEN MEASURES ARE MIO LONGER 3.32 PERMANENT STABILIZATION. NEEDED, SUBJECT TO APPROVAL BY THE EROSION CONTROL INSPECTOR?. THE ESTABLISHMENT OF PERENNIAL VE(GETARVE COVER ON DISTURBED AREAS BY PLANTING 21. THE E&S INSPECTOR HAS THE AUTHORITY TO ADD OR DELETE E&S COtNTROLS AS SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DIS77/RBED AREAS. TO NECESSARY IN 7HE FIELD AS SITE CONDITIONS CHANGE. IN ADDITION, NO SEDIMENT PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL ADAPTABLE TO BASIN OR TRAP CAN BE REMOVED WITHOUT WRITTEN AUTHORIZATION. SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. TO IMPROVE WILDLIFE HABITAT TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. 335 MULCHING.• APPLICA77ON OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE. TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETAT70N BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULAT70N AGAINST EXTREME HEAT AND COLD. AREAS WHICH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING. AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED USING ORGANIC MULCH. MULCH MAY BE USED TOGETHER WITH PLAN77NGS OF TREES, SHRUBS, OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL STABILIZA77ON BY THEMSELVES, CAN BE USED IN CONJUNC77ON W1 TH TEMPORARY SEEDING. 3 38 TREE PRESERVATION AND PROTECTION. PROTECTION OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION AC77VITY. TO ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFEC77VE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUT70N CON77?OL1 NOISE REDUCTION, SHADE AND 07HER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. APPLIES IN TREE-INHAB17ED AREAS SUBJECT TO LAND DISTURBING ACTIVITIES. 3.39 DUST CONTROL: REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND CONSTRUCT70N ACTIVITIES TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEAL 77-1 HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. COMPACTED SOIL I• 3' MINIMUM 24" MIN. e MINIMUM DD TEMPORARY DIVERSION DIKE NO SCALE FILTER FABRIC ENTRENCHED 6' PERMANENT STABIL IZA TION PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS PER THE PERMANENT STABILIZATION OF THIS EROSION & SEDIMENT CONTROL NARRA TI VE. AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING, TOPSOIL - 2" DEPTH, LIME - 2 TONS/ACRE, FERTILIZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSERVATION SEED MIX - ERNMX-114 (45 LBS/ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS/ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS/ACRE PARK KEN TUCK Y BLUEGRASS, 15 LBS./ACRE ANNUAL RYEGRASS & 15 LBS./ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS MAINTENANCE• IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS.• A. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. IN ADDITION, THE COMPARTMENTS OF THE SEDIMENT BASINS WILL BE CONTINUALLY CLEANED ON A ROUTINE BASIS. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASUR ES. EROSION AND SEDIMENT CONTROL MEASURES: IT IS ANTICIPATED TO USE CONSTRUCTION ENTRANCES, DIVERSION DIKES, FILTREXX RUNOFF DIVERSIONS, 3 SEDIMENT BASINS, 2 SEDIMENT TRAPS, AND SILT AND SUPER SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES TEMPORARY STOCKPILE AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED AND STORED FOR LA7FR SPREADING. STOCKPILE LOCA77ONS SHALL BE ON SITE AND SHALL BE STABILIZED WITH A TEMPORARY VEGETATIVE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUC77ON AC77V1TlES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERMINATING VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED. . CONSTRUCTION ENTRANCE. A STABILIZED PAVED CONSTRUCTION ENTRANCE WITH A WASH RACK LOCATED AT THE POINT OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE 7HE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS CONSTRUCTION ROAD STABILIZATION. 7HE TEMPORARY STABILIZA77ON OF ACCESS ROADS, SUBDIVISION ROADS, PARKING AREAS, AND OTHER ON-SITE VEHICLE 7RANSPORTATION ROUTES WITH 21A STONE IMMEDIATELY AFTER GRADING. TO REDUCE THE EROSION OF TEMPORARY ROADBEDS BY CONSTRUCTION TRAFFIC AND TO REDUCE THE EROSION AND SUBSEQUENT REGARDING OF PERMANENT ROADBEDS BETWEEN THE 77ME OF INITIAL GRADING AND FINAL STABILIZATION. CONSTRUCTION ROAD STABILIZATION WILL BE APPLIED TO THE PARKING AND STAGING AREA (4" DEPTH) AND AT THE ENTRANCE OF THE PROJECT (8 - DEP TH). 8"DEPTH). SILT FENCE,• A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHE77C FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED. TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONS7RUC77ON OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SI IF. TO DECREASE 7HE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FIL7ER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AF7FR EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). PERMANENT STABILIZA77ON, 77 -IE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO S17E CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLETION OF CONS7RUCTION ACTIVITIES, ALL AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. TEMPORARY SEEDING: THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTEC77ON TO BARE SOILS EXPOSED DURING CONSTRUCTION UN77L PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. DUST CONTROL: REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOL177ON AND CONS7RUCTION ACTIVITIES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, 7RAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. JUST CON7ROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. TEMPORARY DIVERSION DIKE* A RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPR07ECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAXIMUM EFFECTIVE LIFE IS 18 MONTHS TEMPORARY SEDIMENT TRAP. A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH TIME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SETTLE OUT. MAX/MUM EFFECTIVE LIFE IS 18 MONTHS TEMPORARY SEDIMENT BASIN: A TEMPORARY BARRIER OR DAM WI7H CONTROLLED STORMWATER RELEASE STRUCTURES WHICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY. IT IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SETTLE OUT IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM EFFECTIVE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL. OUTLET PROTECTION: THE INSTALLA77ON OF RIPRAP CHANNEL SECTIONS AND/OR S77LLING BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER-CUTTNG FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOCITIES BEFORE STORMWATER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS SAFETY FENCE.• A PROTEC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE. TURBIDITY CURTAIN: A BARRIER DESIGNED TO RESTRICT 7HE FLOW OF SEDIMENT -LADEN STORMWATER RUNOFF FROM A CONSTRUCTION SITE, TO KEEP IT CONTAINED IN A LIMITED AREA, AND ALLOW SEDIMENT TO SETTLE CHECK DAM: A DAM ALONG A DITCH WHICH REDUCES VELOCITY AND THUS PREVENTS EROSION AND ALLOWS SEDIMENT -LADEN RUNOFF TO SETTLE. TEMPORARY SEEDING. ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIA TEL Y FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES J. 31 B AND 3,31C. NOTE THAT TABLE J. 31 B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS, TABLE 3.31 C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GW. ROSEEDBED PREPARATION IS ESSENTIAL. AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. TABLE 3.31 A MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES. FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 (14 LBS/1, 000 SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND FERTILIZER SHALL BE INCORPORA TED INTO THE TOP 2 TO 4 INCHES OF THE SOIL 1F POSSIBLE. IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1� INCHES DEEP, SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN � INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED FROM 4 INCH TO � DEEP. SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC. J. J5, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS. AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. EROSION CONTROL NOTES & NARRATIVE PURPOSE.• THE PURPOSE OF THIS LAND DISTURBING ACTIVITY IS FOR THE CONSTRUCTION OF A RESIDENTIAL HOUSING DEVELOPMENT OF 68 LOTS THIS PLAN STARTS WITH ESC PHASE 111 AND CONTINUES ON FROM THE PHASE I & 11 OF THE EARLY GRADING PERMIT APPROVED FOR THE ESTES PARK CONSTRUCTION PLAN. THE PLAN INCLUDES THE BUILD OUT OF THE ENTIRE PROJECT IN TWO PHASES. THE TOTAL AREA TO BE DISTURBED WITH THIS PHASE OF DEVELOPMENT IS 13.11 ACRES EXISTING SITE CONDI TIONS• THE SITE CONTAINS AN EXISTING STREAM, RUNNING THROUGH THE CENTER OF THE PROPERTY. A SMALL PORTION OF DRAINAGE FROM WORTH CROSSING AND THE NEIGHBORING WESTERN PROPERTIES ENTERS THE SITE. A DROP INLET NORTH OF THE PROPOSED WORK ALONG THE BRIGHT BEGINNINGS DRIVE AISLE CAPTURES DRAINAGE FROM THE NORTH AND CONVEYS IT TO THE EXISTING STREAM. A NATURAL RIDGE EXISTS EAST OF THE PROPOSED WORK WHICH SPLITS THE SUBJECT PARCEL DRAINAGE, AND CHANNELS FLOW TO A SECOND DEPRESSED AREA TO THE EAST. THERE IS AN EXISTING STRUCTURE AND OUTBUILDING, DRIVEWAY, AND OVERHEAD ELECTRIC LINES ON THE PROPERTY. THE VEGETATION 1S WOODED WITH CLEARED AREAS OF GRASS. THE EXISTING STREAM AREA IS WOODED. ADJACENT AREAS. THIS S1 TE IS BORDERED BY PRIVATE RESIDENCES AND WORTH CROSSING TO THE WEST, THE BRIGHT BEGINNINGS DAY CARE AND MAPLE GROVE CHURCH TO THE NORTH, MOUBRY LANE AND PRIVATE RESIDENCES TO THE EAST, AND THE ARBOR LAKES AND FOREST LAKES COMMUNITIES TO THE SOUTH. OFFSITE LAND DISTURBANCE.• A TURBIDITY CURTAIN WILL BE INSTALLED AT THE INLET OF ESTES RUNOFF TO ARBOR LAKE AS PROFFERED. THE CONSTRUCTION ACCESS ROAD WILL ACCESS ON PROFFI T ROAD. NO OTHER LAND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS OF DISTURBANCE AS SHOWN. CRITICAL AREAS THE EXISTING STREAM AND DOWNSTREAM LAKE ARE CRITICAL AREAS FOR PROTECTION DURING THE CONSTRUCTION PROCESS REDUNDANT MEASURES OF PROTECTION WILL BE APPLIED ALONG THE STREAM INCLUDING DIVERSION BERMS, SUPER SILT FENCE, FIL TREXX DIVERSIONS, AND TREE PROTECTION FENCING. THE TURBIDITY CURTAIN WILL BE INSTALLED AT THE ARBOR LAKE INLET TO ENSURE PROTECTION OF THIS WA TERBOD Y. SOILS. SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA INCLUDED WITH THIS NA RRA TI VE. .SEQUENCE OF CONSTRUCTION: 1. PHASE I: SEE' EARLY GRADING PERMIT WPO201200098. 2. PHASE 11: SEE EARLY GRADING PERMIT WPO201200098. J. PHASE Ill: INSTALL THE CONSTRUCTION MEASURES AS SHOWN ON THE EROSION CONTROL SHEET. THIS INCLUDES SEDIMENT BASIN 3 & 4, AND SEDIMENT TRAP 3, SUPER SILT FENCE ALONG THE CREEK AND EN VIRONMEN TALLY SENSI TVE AREAS, SILT FENCE, DIVERSION BERM WITH CHECK DAMS, FIL TREXX FILTER SOXX RUNOFF DIVERSION, AND TREE PRO TEC TION FENCING. THE SLOPES ASSOCIATED WITH THE SEDIMENT BASINS AND TRAPS SHALL BE STABILIZED WITH EROSION AND SEDIMENT CONTROL MATTING IMMEDIATELY. STONE BAFFLES SHALL BE UTILIZED IN THE SEDIMENT BASINS TO COMPARTMENTALIZE THE VOLUME AND ALLOW SEDIMENT TO FILTER OUT AS IT MOVES THROUGH THE COMPARTMENTS THE CONTRACTOR SHALL CLEAN OUT THE FIRST CHAMBER OF EACH SEDIMENT BASIN ON A BI -WEEKLY BASIS, WITH THE OTHER CHAMBERS BEING CLEANED OUT AS NECESSARY TO REMOVE SEDIMENT THAT HAS ACCUMULATED WITHIN THE BASIN. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 4. PHASE Ill: SEDIMENT BASIN 1 TO REMAIN UNTIL CURB & GUTTER IS INSTALLED ALONG BURGUNDY LANE, THE ROAD IS STABILIZED, & LOTS 60-68 ARE STABILIZED. THE SIDE OF SEDIMENT BASIN 1 ALONG BURGUNDY LANE SHALL BE ADJUSTED AS NECESSARY IN ORDER TO INSTALL THE CURB & GUTTER. 5. PHASE /I/. ONCE SEDIMENT BASIN 1 IS REMOVED, CONSTRUCT LOTS 57-59. 6. PHASE 1I1: ROUGH GRADE THE EASTERN PORTION OF THE SITE TO THE CONTOURS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. Z PHASE Ill: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TACKIFIERS SHALL BE USED IN SEEDING AND SOIL STABILIZATION APPLICATIONS TEMPORARY SOIL STABLIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 8. PHASE IV.- ROUGH GRADE SITE TO THE CONTOURS SHOWN ON THE EROSION CONTROL PLAN & INSTALL THE UTILITIES, ROAD, AND CURB & GUTTER AS SHOWN. 9. PHASE IV- L07S 51-56 SHALL NOT BE CONSTRUCTED UN77L THE UPLAND AREAS HAVE BEEN STABILIZED AND THE E&S INSPECTOR HAS GIVEN APPROVAL TO REMOVE SEDIMENT BASIN 4. THIS INCLUDES THE CONSTRUCTION AND CURB & GUTTER OF REGENT STREET AND THE STABILIZATION OF LOTS 47-50. 10. PHASE IV- REMOVE SEDIMENT TRAP 3 AND REMOVE SEDIMENT BASIN 2. 11. PHASE IV. • ONCE THE S17E IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE EROSION CONTROL MEASURES. NO ITEM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GRANTS PERMISSION. 12. PHASE IV. • MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 13 PHASE IV. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE, STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUR-10'IZED BY THE LOCAL PROGRAM ADM/NIS77?ATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS177ON OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA 770N. ADDITIONAL NOTES.• )VON MEETINGS FOR ESTES 1. IM PARK DEVELOPERS AND REPRESENTATIVES OF FOREST LAKES ASSOCIATION ARE REQUIRED PER THE PROFFERS, SEE SHEET 2. 2. THE DEVELOPER 1S RESPONSIBLE FOR REMOVING THE AMOUNT OF DOCUMENTED SEDIMENT FROM ARBOR LAKE. SOIL DESCRIPTION 27B-ELIOAK LOAM, 29 TO 79 SLOPES SOIL IS WELL DRAINED, WITH MORE THAN 80 IN. DEPTH TO THE WATER TABLE. MADE FROM RESIDUUM WEATHERED FROM MICA SCHIST, THIS SOIL HAS CONVEX DOWN AND ACROSS -SLOPE SHAPE. THIS SOIL HAS NO FREQUENCY OF PONDING OR FLOODING AND A MODERA TEL Y HIGH TO HIGH KSA T WI TH MODERA TE WATER CAPACITY. 28C3 - ELIOAK CLAY LOAM -79 TO 159 SLOPES. SOIL /S WELL DRAINED, WITH MORE THAN 80 INCHES TO THE WATER TABLE. MADE FROM RESIDUUM WEATHERED FROM MICA SCHIST, THIS SOIL HAS CONVEX DOWN AND ACROSS -SLOPE SHAPE. NO FREQUENCY OF PONDING OR FLOODING, LOW WATER CAPACITY, AND MODERA TEL Y HIGH TO HIGH KSA T. 34C - GLENELG LOAM, 7 TO 15 PERCENT SLOPES, SOIL IS WELL DRAINED, MODERA TEL Y HIGH TO HIGH KSA T, MORE THAN 80 INCHES TO THE WA TER TABLE, NO FREQUENCY OF PONDING OR FLOODING, HIGH WATER CAPACITY. 88 - UDORTHENTS, LOAMY -29 TO 259 SLOPES. SOIL FROM RESIDUUM WEATHERED FROM GRANITE AND GNEISS, WITH MORE THAN 80 INCHES TO THE WATER TABLE, NO FLOODING OR PONDING, AND CONVEX DOWN AND ACROSS -SLOPE SHAPE. __.._...... __ ...._. � TEAIPj 7OR�.���j Y' FILL: "_� il D/E I FILL SLOT'F: �- I - 5° .jam r - - +III. f I _ _. ,I Li IIt_.�_I'I I ill • - 3.=) I I �� ,..Ili I II II'I ,r�fil�_ I I. H 1.i �H; : I I I l'� �� iii •f- , . Source: Va. DSWC Flute 3.10-1 _7,.,�� ��& �' , , , * �N � _ � t- I � `- ,SCOTT R. COLLINS'Z N o. 35 7 9 1 ,1L__ �%� '? �� J'°�ssI0 NALE� Iffiffill cn :7 cm w m w T-, � O , 1 2: 2: z 2: � ev � J U)Q) C a C) a o i Q Q `- - o v o \ _. � " �i � %D U 2: < o m Zw ¢ 0 fl U) j C> U .z L a w a w 11111114 N H fl fl a > LU - w to w w cw>_' I LU I C� I cn m cm m m ,--i T-, � r-, , 1 SCALE (D a -1 � ev � U)Q) C a SHEET NO. a o i Q Q `- __ \ _. � " �i � %D .J ]_ - LU o 6 z 1) 06 °' w �w �z ..�..� )0 z - w I--- 4 U "' - = F z a J -C_j �, o a , a o 'Q C L= z a 0- (f) o U 00 F 0 o m C. " + Q L s , z .� 0 _0 Q U N X U U 0 N a o -F a_ z N 0 L O N L o a, )__q C .E r) T S j j�o a W E- L ) U C .o C, - U 16 0 Z� F, zw C w ° Z U CDC) i ---I z � cncc z a i a J oLo Uj U -0 o >, [� L.2 U 0 U o a "L Q N a)E > o u U =3o U X-0 N N 0) aLl - E o � a C In - C r LU E 0 w c) > = U U a =3 JOB NO. C 10204.E1-7 U 0 00 SCALE (D -0 a N/A C -C a U)Q) C a SHEET NO. a o i Q Q 19co N T J-) C a I I / , I / i j I �1' i i I I � I . ; � f I -- - ; I . I i i i I - - 111 � --- - ------ ------- - - 11 11 / - : / ? , , li / I , i I i I I )l ;! I I ,I -_ I/ 1; I -_ _ _ __ - 11 I * ORGINIA EROSION & SEDIMENT CON7ROL / f L I I !, I �__ I I 11 ", __ / I I I I ��l ,,- �, I --- i / � : 11 I - s I I � I ; , , I � --- / / , I " I . I I I ; I - 1! __ " I \ I -, __ -, _, I I 1 7 1 / � , I i; 1, I � h - , - / _��_ / I � i -- ----- - ( I WITH FLASHER At--� - i / I / l - �':"-`, ___:.e",1�14 11 _� : , EROSION CON TROL HANDBOOK SPECIFICA77ON NUMBER � I /11 ; I�- __ : i i I I / f I � I ; � I . / _,_- - - EtEV. 525.53 �_F // / , , ____ / / � P ", J,-_,, / / I -,I i _ ______. .1 ii ; � I _ 1'�� � i l ! I , � I , I I _ * � L ; , i I i �!/ I I !� / i 7 ,�,,�- �� / � _____ / , , I "' � �� r / I � I , � I I / 11 11" " , / I i 11 11 i , ! ____ I � i -I'---- I - � I ! , / i, ; li I I,,�, � - PROPOSED LIMITS OF Ulb I UKbANCE = 13.11 AC. i . i �. 1. / I 11_�` -_ . �__ � I / \ _ __ i i I I I �", I 1, 0 � I " - � / 2 / i ; �1`1 �;cl / i " - "l- I I __ ` I 1'�, I I I I / � - " , r I /` 1 i � ________' .". ; i I ? / ! -:-- �_---� � - __ - ! j . i . - "I. ., I / 11 '-1. 1, � i ______________ I --C-------<)-- SAFETY FENCE . I 11 ,� � - I I � ; I - -- - NO ACCESS TO SITE GRANTED FROM WORTH CROSSING ; j 1; I ,�__,._/�� / , I'll / I / .. .. .. / I f __ __ I . --- - , 301 1 .1we 11; I I __�___ __ i I / i . ,� / t - /,\ I -1 I d - � � __ I- l � ; / I - "� ,�)� I -,--,-,-., - I I _1 ., f N -- � - - ------- 1� I / -_ -j I . I / i 11 I -- / � I A i :e I -_ � aft * , I � ; I ,� - i ll I i ------ - � e � I - I ,iw, t I �:, _ � I ," ; _ _- I - 1 4 t,\ , � I I i,�,-",--�� 1, - I __ I I �� , / ''I f ; _ ---- __ - ---'--- ' � _ _--1__,_._.__ I ; I i, - I I/ , / i _, - � . � . , - i 1, . -1 _ I --____ -_�_ �� ; A ! I 11 i 'i _-, I ,� I ; -"-- \ - , C' - - I 1; / ___ , I l 11 I 11 i I /I -, / I � �_ -/----,, �_� f -,-- 1-11 11 /�Ill_ I ! "V!!!!� i. _ _�::__�i�� 1. __ ___ l I � I . / � 1� / !I I ____ F____ j / CE CONSTRUCTION ENTRANCE J. 02 1 1 1 - ft.-..,, I -11 j_ I / I ,�� - �� ��j 11 '-- I ; -,, I -,,,, ___ I i , / I I 1 - __ -----'-- S C 0,T,T R. COLLINS�Z � 1, 1, ; - , j 11 ___11 _ - / I ; '�z,. 1� - �� _� __ _ -1 / 11 / I [I - , / // --------- -..,-"--" �� � ---- ---- - --- ; & � � I - - � - __ ; -7-1 I , - ___ - � I i- - I I 11 __ . --- - 1, -, ----- 0 �_� - li, / ftft_jj�6-, - _-, . �, I / - - _" , - - 11 - 11" , 11 a_�,_��* I 'I �. NOTE: SEE EARLYGRADING � -, I �l_,__ ,.�_ . -1_1 _, 11 i 1. ii / , 11 T i ,,, 11.� ,,,,�, _______ // __-j I -_ I -_ --- ��_ i --- ft ____ . : �11\i ll 1� 1, I I _ � SIL T FENCE J. 05 r-) No. 35791 _ - ":�ijj6-�.� I I ! �--_ -,"" �_.,i / - 11 �, � �� - ': " / I � I /� , - - 11 _� : i , � � I - - � . qr _c_ - �. .. I I I - "::l 1 , 11 11 IRAVEL I I --- I . . .. . , I I ___ d I . I I ; i , ,�� j , ,�, I /. ,//j . I . . . .. . // - I I � I . � , . . � ,.. . ..... . , .. . . '. : , : . : , . "I I , � � aam _�� _____ I / - I I i \ �_. I I � LOT Ill I / ------ / � / PERMIT FOR ESC PHASES I & 11 I & ____ -6 .. - �- f 11 11 I I I ;P, 7, y - .... ,� --------- ,� -, � i . I / I ___�_ : -:.. �, I i I i I �i 1. ,.. ... � ", I '� i , \'T� ftA*- ,W V , - I '!! A I 'T --' ,", I . SSF - SSF - SUPER SILT FENCE W1WRE 3.05 u v , . . - _- I A . i � .. - - . . / - "," ,,.II... - � ,* -ft jP,:, �ill � . . . I ... - -� �� �; I I I . 11 ... ,�_..... I ... : :, .. -,-- -� - ------ i I*& If I: r 11 __ " , :�` I . 8 - :��.. :...-. .... . ::..::, ----- , ,� . / i . : .. ... :: � . � I Ip �0 _7 I �, ;, � ''I � ,.. . . .d....'''. . ��� - --------- " 'mow 11 I l c�i � WPO2 _111-111 .."I . - : ... . .. I-, �. � - 11 __i�_�_11 I I/ . I , i ... '...: .:_:...., .- tI.. ----- - 11 - ''_.1 � il I ,. i. ...' , / ____ At I / /1, 11 111"l- / I I - li ,:: ... , ... i ...:�,; - ,, ____� . " : : � 1 - -11 " . � 1-1 I j INLET PROTECTION 3.07 / � 4:: _h��_ __,-",`� . .... ... ,� . - . . , . >-.- I . . .. - � I.. - ** -*#- I I I 11 I 11 I � ( � � . . . - . � /'*,"-- I .il, I - �_. `��:,-, l� '_#I_:_�.... .. - - * I / " - - - - . Jil __A�" . . �_.�, _,i- I. 11 / - . :, . - I / . i I , " -, l �l��., , - �_ , . �* ;', -_2�,-,`: - � , . - . _. :�4. . ftw_ ; ,I ,� � : � I i .. .." I , , �, .., - _,�,,,' . ...... _ I 11 / i, I , i / � I .1 (2) 0_0 .. . �-�r,:7�, , . , - j .. . � t!-,f`��I, -�� i .., �.i-�� `v..:.�,- . . . ,,, 11 I __ --1 - :U.... �. . �_:. " .. . U�... . I.. ... . .....: .. "..... ft#- , , / � r __ 1 // 'j I �_ ��;,__� ,_�:.- ". : .: : - . .. .... -.1 -.:�. .. .- ..:. -1 __ , --------- __ � aft ,; . i 1 � I __ __ . _______ �_ I'- � i �� - -1-1 ..." - - _ . ...''.. . ,.: � .. /4 : ., : . , . . _* ,4 . . . . .�. � i - I 1� � I I (B 00 110- TEMPORARY DIVERSION DIKE J. 0.9 - er :::�*, , �, .��. �. ". .... . ,..:: . : ::_".:::..:: __� ___ i ftft , 1 /i - * - ---- \ __ i . . . �:__�_ . -ql--,-, I *ft 2 it"_'vr - , ___ � R,E il� T .�_4_.-_ .... .. .. / / I EXISTING 16OFFS�ITE i __ .. - ��6 i I ii/ # , 7`7 j� - ': - � i ... :,.�.. ift`/`�. NNW ftft fta Oft ft% aft Mow ftft It, I - . : ": - �:: ' __ N. � . ... .... - __1 __ '11,:�.'14 � , __ I_il� :. .1.11 . . . � , 11 \ -1 - . I I ,/ ; , '7�; 7- --"X J;�Q. �ST . ,:: '� d 7. ._:7.. ii 1. � 1-1 � I I %I! i / 1 ',i -�� - I / z \ - . - ... .. :_ �.., - .... -, I j i ) 1, - I _ 1\ . ._ I - .:, - I I f ,�% I ACCESSEASEMENT i - ), .. �. Y,� _. , ..,-.%7z�!�� ...,,...:.. .... . � :: - _ `1 � I 11 ,I ., ,I 1 , " I / I "�� 11 � - � ; � I----- . . � - - \" : I , . .. I .. .. t�� I ou . I 11- I I I I "',i-_;�" ,l TO SERVE TMP 32-34 1 __�' � � t �� "' I 1 77� : ��____ I -_ !; / 1 / , ", \ ,111 I FILL DIVERSION J. 10 /j� I " I I . . !�-7-�-_ :�- ll �`-.-.,��:,,.�.. - _____ _'_1 - ----- - I- / / IN I I � s � ..., �� 4 1 -I-.- jh __ " ; 1 , 1 D.B. 2303 PG 632 \ lh , i / t� lj;�. - /' ------_-., I 1, . ._.Ie�;� - - __�,�,� '' � \ ______,____ - L I �\� I __ a i 'i. 4 �� - - I'.... - ". R . ____ `�_ \ " - I I ,I,% I ,�,-!��','4 � , , , :�:.� � ,I... .. ''. . - __ I �, , j I l .1 � .... - _____ / . �� 'I I 7, � i ...... , . "I �____. - _ -, f . I __ _ ... ____ 1\�, I__ __ 11 � . i .. .. -, - � _ I I I �_-� � / SEDIMENT BASIN J. 14 - ., . - ___ ____ ; , N � �,�� - I . � f :.,_�- v - " i � I I � � I ... . - . __ _____ 1.1-1, �,�_ . If � I 1� _ , , r \ . \ � --- , I ,",q,v � ��:.:I.p - __ V,,- - - , , " -1", "\ I __ ------ _ ! � I I I I I / - ., �, - - , ___ , �� I I . I . � -1 I " - I , , - ... ..:: I _ - --- ___ / IN - I & ; ! , I I; 11 - "I r: - - - __ , I : l �.:�::l ... . - " , I ?'! / -1 1� h, � � � , --____�Lj�-,- - - - - 'N" - �, ------------ I- - _,� __ I I I - , / I . / I -_:` , .,*":::::: - .1 ik `� I _____ __ ,�-"', l,41 I I \1 I _%, - ,_ I L , TEMPORARY SEEDING J. ii - , - I I I- I -, / ;I - �CHMARK IS MH TO , ._... �,:: - , I-_,__ , % - , I/ " -0--/ �_ I �/ ill f Al - I 1`� - I 11 __ , �l ,�� �_ " IS - j // I � 1, � _ I ,- ; I I - i - -1- \ , " -NOTE: EXISTING GFUVEL / - i )I j�Z E�EV. 524.43 1 - � -.1 � . .... i - \ \ _______ I % � - -M - / I "I ,-.-,,,I- � __ �- I 1, _________________ I -, - � g 1-11 � -1 , I", I 1, - ACCESS ROAD FROM PROFFIT ROAD TO THE SITE. - - I � � I l I.- � , , - '14 I /Y 14 - _ -,- _ -_11 � \ �, .. _ -11, . , 1. I 1lf,k,;N I - ; / __ ; d� - ___ , ___ ___ __ - _ , I I :: - -1 ; - I - I : I � ___ I I \ __ ?,,!�j,.� I SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION I S /_� PERMANENT STABILIZATION J. J2 11 // _11' �� I - I - , . I " I ----;61 -------. � I ... - . � ; !;;;: �i; �1� � 11 i 1, �, 1 - j i I , I _ i ; ii I I 11 \ 1 1 ,v -----_,,_ '_ .. 11 F- F j ; � �, :: .,:::: . - , I 11 , , _1______________ ___,___ _�,� I I . I I i I I I AV , i 14:1z - � �� .w: I _,i_�,�_,��',�;, _% � �1` I " , � , OF THE DEVELOPMENT. --:z-_::7 __ I I . : __!�.,�4,:�� - ,,, ��,� ,��'z , .1 - �__�_ _ ��, I F- F- z I I 1 ul i _� I � . . �1� I . t , - , i I'll . . . . . - - - - � � --- �, - ,� ', " I \ __ _ __ �, ; I I... - �d I � _�� ;� � I I �ZI=__ .1. l_ . , , - " I �� I I I , ,/ i � 11 � ".. , - --- :", �__, �ll , I _ � _ _�r -, -11, -11, ,��, -------- - -- - _____ - I 2: Uj - 4 �., , / , , I -, __ "; - - l� , At 0 ____ _____ - ,,, MULCHING 3.J5 71 � / . I ,I i I.. . :i,� - _--1-___ . . ..... � 'i , ,�, I . - Lu I I I � :: � - ::::. ,f�. 11 ,_�,� - ."', '... ,, ,�',�r, __� __ - - - '_ � 2: , I . " � __�_ 7�11'll " -, 11, i\ I - ZI Ar `r'. 2: 3r 2: 5:- !i ,� !I Ai[ i 1. \ - � . , � __� -_ � L --4-- - / (�� � ; i/ u)/ ''I'' / -I ; I', ;pp� 11,�_) /_&/ i i 11 I , I- �, 'i x h / , �8 _� I:t -,,, I illlso,�- I - ,�;,,,! �� , I � - , - __ NW--i-_L__jM= � I I � I , -- - ��`_ � .. .. ��e,� _. _ i� i � -, � - .' 11 . i _ - ,-.1", I , _ I . f , , . I � 1 I ... I 1--_ __ "" F- < - , , `9 F_--]_.1____._ --- I - - --- - � i � ,,I e y i� - �, - ,40* _____"�_ , 0 / . ; I , .1.11, - I CONSTRUCTION ROAD _ I I. /,rV', I __ . , ! I I 11 I � -.1 )'� I I I 11 -1 � I #*# \ STkALIZATION ---,-,, 1, 1�1, --- __ -1- 1, - ,_1 � - I _1 ________ / 0 11/1' / ,-4. , I -.----- _;_ __ - 1______ _____________1 ! � ; �1, .......,., � 11 I �.. I �,Ill__ 71!17 ' ' ENTIRE LENGT & I _-, _" � ' L -'\ ,.I.. _11.\ ______/___ 0 0 TREE PROTECTION J. 38 0- r- u / l., / / �i �'i I / 1 4_ .:.; I .1. ,.I I . I .. H OF,ROAD --11 , � I -, I 1, f i�, I � - - L- . ,e ) I I , I �. I "" i I- ----" �: I/ / I � �� I .. I �_, - I -, � . - 1, I , & Q� - I I I ______ � 1. _ � - :: �::. i. I I I � - ,." I I / .. I I I / 1 . __ -,-�,�..,.,.�l,":",.-,,-,�.-."",,�,�.-,�.�l-- __1' ____._ -11, � d u 5 < r F_ �: I I __ z I "' _1111:11�111 I- - ;_� ... ...... ..... " -1--, 1, / __ / z 0 z _� - 7, 7 I I . ___.,__ I \ I I I . J, / � - - ,_ � I D `I I I ,:: � - _� , �;_� _ ,. 4e 1�1� f , �, I- "I'll- _i_ -__1_________ ___ I I- . : ::: ",:: ::::� - I U) ca ! ,o_ . cl - �p- \1 \ I i ;� 77 - �t , , .- "I". - _ A'Wi; _._,___ I 1__1 --- 11 , ! ,_ __ ,.",,,I '1_1 . � X_-.1.111 . I DUST CONTROL J. J9 � _ , � I - 1 ,_�� ; I _. _-111-111-1-1_1 __ __11111 In U-) < 0 > 0 , , I / � I -11. \ I (STI) /', 7�/77- �,� � I � / - I I -1 , , I iI IQ I � V - , , - . I I (9 /-(a/ 11 _7___.__ __ I I �l I ----, �. � ,-, " 111 1� ll , , I � .� � �11 I . "Ill, / .,� ' " �__'____ -�� - _,_______1"_1� ''_ ", - I z I � � I � � , -, ;� I ��) � , - I . ,�21_ � �1. _ -,`,f7 --� / ,--,. 7 - ilt7��/_: / I = I , . ,�� I , , , ,I , kim�� � . N-11 I � I b;,�,/ L Q,,7,,--__'.,1 � , , u u I L \ i�_; - � , , I �,_ 11 I I I I I- /1L �', I �. �,� � I 11 �, I i �,., � - 11 11-1 _1 i�, " ,,'�_/ - ,'�,�_ , � I* 7'7�1 --- �-j�� ; _j ce I i,;t , � � � L % I , , I _111� "I I �. _ - ., -7-"l r I z I ,\ I" .. - 1� " ,- _', , _ � � � ,�_ I "" - i I . �i,,. � ", , , �� I . ��, '_i/� �,., , � I -77 , � � ., I I I 1 ./ ,� - 'I, I - -1 � , / � , )" "� IY': _/ , - i "� � ;�� , I , - ___ , - � ; l i I 1� 1, � , -l"'I . - , �_ i , `1 ' � ' " /_- I � )ii /1 77� ) , -, , I / - CK / il -1 / ! /If,;I�� /, , /� , . / -. ( � , I "I *_/ IL-,-*-- % I � I i � %, -, ,,�� \ I * � I �_ �z � , ��, ��:T �I, 11 �._�, P 2 : ED Flit't ej.l I � � . , ',�,, , ,_, , I :, -, . 1-1 ', I ., , I , I , /, / 7 , - / , 7�� I 0 0 � � I I __ . ...... � ,I �0 " '''I 1r,: , � - 1, �/ - �,."�.,,,,� " _� "', I � -1, � � , , FIL TREXX DI VERSION - � , , z, : � / , / -i/ il�� 1% RUNOFF DIVERSION (TYP.),�� , /l -,, ,",- ' -,; - 1�� I ;�, r" / �_ CL. a- �� I - - - .... .. I I 1, � -� �Z� � � .�� , , ll * ", _ S4_12"_ __ " " (jr) � 0 0 - , / �, i l , �J,." � 11 ,� , 6'. I� .1', . 11 . � � -i_ - �� - I I, I- . - ,.,I "Ilk/ "i, /'��'_� ,"-,,, -��z , . , - , �, � - -,--- 1-11, I 11 I ,\ , j "" � "' L:'� � " l I" I/ / � '. , , , �, � ", ���., � � I � __ ��I , _-��/.'---/- , -,j -/ / f ; ,: �,,�_ , I , - I(- ,/ �1, " _.", � �,:) , I 1, / ;1 - ,,,�, ,,,, __ ,� - �� '/ - i" /-l_' :l',, "; � � - / ''I 11 I " �, 1� __ - 1 �, - � �, I - , -----,,, , '' " - - 11 � I � I � , i- _� �11111 I - � .l, , ,�/ - I I - : .__� " / I � I I I :; ,�*,:.,� , , 4,- , '_ " I .. i7 I 1- / - / , , �/` jV, �. ,� C', f", " ,� "'i, - j � '' i ,,, , �;/� ;"" �' -, I, " . I "I ;1 I Ill � I 11,11, , - ' / �, -�_ " -1 �� , ", I -------- > - I v- � , �, , \ � - ,,, i I ,I - .-l' - I ll'- - / - I ; . I \ I 11, " I III, V. �, '"'/, "/ / I I I , _ 1-1 I / - . � - ,I , � 7� / I I ; - , I I " - 4-'L I q4�"?,4,� ... ..... _ - , ,� �V Okbl`�OS ED SILT FENCE ,,.,,,, / " / /,. 1 '_� "_ I �i , , '.V�'_ -��I: , , , 11 __ / uj : I I �, �, � �,:��, , / I ,,, , I z , " I I ; , 1� I ` I I , I , , � 4110" , , ��,-J,�JNH�;pk� I � ,� /,/) ,,, ". " / � / / � , , _/L _ � , "��'.:�,_ �1111 1� ,�_i�,l/:,�,,� I I/ .. .. -I; I -- '' , - .. , . , -,I � �/ - I,-, 1k I - - I I - - - - - - LIA41TS OF DISTURBANCE � (r) - (n . � 1. w: A , , � ��, si�,*";__,�, / x / / ll`�.,. / " - __",X_� / -, ,� � 11 / . � I ce v! ___ . � I i " I � I ; I,-_ L , 1; � I IA " l __ ,'I I I -, - ' - � ,�,_- �,/ `-l'/: � , � I - , - ,_ I - / `�, - T1 I � , � ! - �xl, /I,", ; �': I I I)�, / " I I i I ;. .. , r�_,_�:'_ ��,�, ,,,,, �� . x ,11,� , I I ll..1.1�11 , 11 11 / - ,, , " /1<, - - I / -"- I i ,,,,, ;7�-�,, ;�,_ , - _______] , �) U) 11 /I ", Y / t / I , V,� :�, i I/ 1 I !;, �_�. ��,/ .. ,,;, , I , I, - � , ?�� , � _. ) - , - __ , I, ; I , , -��; ,��jl.n�� I," , ", � I", `-�� ;", _-, -,�,,,,/ ,.. " � ,,!.�,,; � , ,, - I -1, I, 11'.", '-/ - , I/ I , , I i,� �, �/� I .1 ':,'-, ", `�J_ /__' , -, � " , . �� I .1�.:, _,:�� "', x - I "" / � �_ '' 1`1 , , - I � " _/ ,-�� __ i � , � '�,, - ".") , 1', 1 �' ,, `,� �,:;�, " - �, I 11jI , I,- I / � I- - __l/ �1 "'I", "I'_ I I I I �,_�� / I , � I � _� _/_. ��,:-,, - " - � � � , '' - ,-,4 � I . . - 1, 5 I I I _ " / ��_ " I, "' �" ,, i /,�, / �/_ / .,," ii, 1. � " Ir I ,( .� ,� I l�"'_/itl , _� �,,, I(" - �� 1, � I I /��, " ", , , - ''I ,�,, I , �l ', ", " .�, , I",_ , � - � -,'-, , I '. - `i<, ,'�`` ,/, ry Q� _ , , - _ , / ;lv�/ / , - 4 . /' 1, � / I'/'- / _ ", , y� " � I-/ I . I , il - I - _� 1, ''. i - 1% , - /�/ � i"111 '_ 'k - , ,I � - , 'j"I 1, "I �,, I - I 1-1 , ,--, - ,/ 1 " -, A , / I ", �, � ,, ,*,, 'i ;i� ', , ." - 11 / � I . \ , '�,-, �� -:,: , -,, ) � � / __ "', � I � , vll.�, ". /I -','-,-' !"'L I , , /,�,,i/';��, /, / A I -,,� I z I , I I- - I � ,�' � 1, , ", " " . v I , /I I -1 - ___ I , ,� �, _ �,� �, �� 1, -;L"', ; �j ,' ' ,�", L, / -,� ., /., , ,I,,�,,, , "" lI I / I , , , � I I � x ,,� ,., �!I ... I . , " / v/ // . ___ 11 __ - ..... . -.--- ____j I " I / I - \ \ %, 1 , 'i, t , .� I ,,,,, _�i,.�i: 'I � :,' , 1IO" I �>�,' IRE BACKING ALONG. '', / / , �'-, ii ', �/ � , " 1, I , I ,�� `,, �; il � Y_ �_ :: , .#* " / kTYP.) ,'x, /"l, �, l , / , __ I, I , ,I ,,, , , e- , �\ ", '' I/ ............ ii, - lz SOILS BOUNDARY It j __ I �, , ,-;l , �;,L I "'' � , , , �/. ll�ll , - l ." 11, , I ,r __ , _`�__ � / Ill , � "", )I Ir I I I , ,� �. �� , -"4 , �� , _,iN � �,�� " 1/1', , I ''I I il I / 1/' / � � /__ , ,/ , ,j - / /I '1-1 ,� I ,- i , I �_ �, , , / � i /,,,/ � �/-_":,. / I , ," / � � �'111)* I I I I � I— ___ _ _v, i I I 'I \ 11 �, �,� _ �_. __,�'Z�,�� X , , , � 1;- � � I ,I- � - , j ,,, I '. e I , � - I., 11 I 11 / ,,,, � " --?". ,,� -, ., ", - / i4 11 l , , ,� - .� ,/ > I � I I -1 ' , ", . - , �, _� i , " I , _ I - " / �_ 11, 11 � . �, - � , L< ,j , � \1 � : - I , ,,, � j , �. I / � .1 � _/ - _ , .,/ �,, --__j - I I � ;:'� �� ": "" �'� "' , / i - - / I ,I/ - - I /' - 1 - 4 �� � � " _/ ,'�,,`j j" ____ / , � - " �, _ � � . " , ,�, -,, _ I_i___1___ .- k I , ", I I , Lf,: I�;, ,� - , " � `/ '1z::"I � x , � -/ / - , ,w I 1, � _� / � .l - �\ , � , : ,'� �i` ,,� /'*,.,, /', I 'al� " ", r / , - - - __ ll � 1 "I''I , ", --i"i : � , �, `�, � i, , I � ", ;, � __� __ � I -, " , , �� , I /� , ill � _ ,/ �l - 1/;�e_/ 11 I '/ " ", N,,,-,i��,/ -, _ , _ , � I t...1-1- I ; -1 I \ � -, -1-11 . . ,/ �, �/ � - , 1/1 I I . � I , , , _ I , - 1, "", - �, , � NI, �,ll I,- / , , � ,� 1, \1 " ir J,-/ I i 11 / � , , / ;l, i/� '/ ," , __' _', j ", , �,l , �, " . 1, -1 " Lu , � I 11 ''I 1. - - ` . � k " I _'Iii!`� / , -, " ?i _/ /- " -, , �/, I, -, , .j y , ,�L' ," . , , ,�, rct -_� STONE BAFFLE ; I - - _, !� �� I /_ I - I - � I I � � I � , I � ,.��i , " ", �, �, .i 4- , / ,4� / ; � - P- - ---- I 7 � - , I / ! " " I", 1�_ �,_� " � I- '1_,�� Il"', � I . - , l-, _�/`.,,L /�, , l, I '.' - � I , � - I 0 k \ / :�,,, _ ;1, 1 . Y1 -I � : I I � . �� I �;,�� _/ � , ,;� _,�;, I- ", o I " I / - � L .. I I", �' ,;��,'7 I'� ,,, / _ �,� ,� - ,i' "',_ " /� .�I- �,/ , - - ",/, - / , , , / ,.�,Z `/- , / ,/ , � 0� 'i, " �11�`�-�,' " ", , , ., 1� N I � I . ; ;;`,�, I � ��, , ��_ � .::i :: eII� Ii, , � ,', \ � iiir I � ,. �� A . , I, � / _Z�, , 4.� � , ,� - 1� N'� ,'� ��", I I I I l I/ ',;�., I � l ll , - , � .�/ ��� " !�'. ,,", ,,�_ / ,, i , I , � . - ' , i /1, / I / � _", i , I I , _ �,�_, I 1;1�. I j._/ i'll ii , / 1, - , - - , - , I " �� ,. _�� .... 77-- .11 � -< , " , �, I l, \i, , � � - /�, , ;', / , u ' - , � , �', �, - " � l 11 , I � /` ,,,, , y ,;,, , , "I ,N/ , _ I , - I, . , ,,,,, I . . -� - : li-', � I', 1' ,I, - _� L; , � ,,,� I I i . 1 13 I � 11 I I- , / , , ��', ! / I,/, " -I ,`_ / , ,� I, � I -� �";�,� - � I _j � /�., 1 ,_1. 1 1, �. 1, I 11, I w / � , ol�____ - __ _,Z I �.J�. � � / , , ,`� , , � , - , I l 11 . I . i I, I _,; IZ , "l, "id - IX /,, / _�/ /I I '/. ,I �� U) � � -, ."', 11� / ,,, -1 I ; I I., �, _ I . I- " `�" I I I � � I 1. , �, ,,,�� """" _i.� � '"' -.11 , ), -� '�, "- _� ___�, � -Z 1�� I / fl. I / 7 - I I i .. A l ,a \ .1 \ \_: .t ? - ��,� ". �, i, �, ��, -, , � I l, 11"LL/ [;,jIj,-,\pi l;,_./!:/-_,'):/, /`-�,` i" //'�" i, i 1�, " �� , , - I` �'l , _ _� "'ir 1/'i, , I/ �, � ! __ )` / I � -, , , I / - EROSION MA TTING " � , j � I � � - _" - �; _ / /�. /",,__, , I .-I _1� L. �1. � . %�, - - / ?_ , , " _,�Z f",/ , �( -, ;� / " I " i� ,� " �. I �"l I I- / "," ,,,, " ", " -/-, "'��_,71 �, i ��. � ,�, / I ,/ �, - ': �<"--,l:7/-/ � `;;, ,I-,.,, " /-, , / 11 I I i . , i - ,,, Z' ", f, , / , I 11 , , . , , , _1�4�,�_ - . 11 I - �1 t I � I ; ; :� -.I.: I � I , , ,L,��, ,4' 11 " � �L / .\ /- I, q\./' ',4 / ", - I , , ;,. ,/ / i 1�11. I / �, - / � i/ _-�/, �;"L��',�.,� �" "'�/�`! /' " � " ' I .- . . � 11, �� , I I I -, ,'��", /' I, , I I." '_ � 1, 11, , "I _�', , , , 'l. , I _1 / I I , / 11, / �\ /,-,.,I i- I , -/� - , , , e - el�l � , - --1 _ * i - 1, I", / i / � : �.-.-. ... : f - - , � I / , , - , �, " �,� )v- \ 'I/- _� 1, - , . - I / ','/� " � � , / I �,_,, " - - - � : / , , - 11 I i / ; , .i, I .�, � , , , I I � . I - - I / ., /_/ ; , . e �,,� 'I - - , c -, , . , �, I -1-1 , I I , / I I ,I I ,� , ,,- , I;' , , -, , , I -, I I " I '�� - " �`�, , " I �� "'I -, L I - I _� I I , - ___ ", - - � . I / . - � - - 11 I I A I I . �, � / \ -., / ...... I ',- , / �P � I I �� I, - " 11 � 11, ., i , 'i -,,, I / /' I 1, 1, � % ,� ,�� -, i I . -,- I � , j i I - . � � __ , ,� I I �, , , , ,. - , �� -/, �, �� , , I 1, .1 � � - - � / � " . , � _ i I � ��,,,.'' " " /, , -1 �, 1, ",-. " " � / V /_J1'1,. 11 I /',,' 7 � I , . , , --� , � '�". ��,/:,`,��./,` , ", / ,,�/` �,�/, � %�, / _)I �� ""', /, / , / I- , , ,,��I. � : i MM DRAINAGE DIVIDE I I �� _1 ,� " � , �� , I " f - - I I ,---- " __ I i ! � 1, .I'. Ill � ;/_J-t" /_ I, �, / / -,' I- 1, " -, \�, / ., I ; / I,- / / 4 \-, ��,7,-/,, / '�� 11 i-, I , _/ , �,�� - "' - � - "I ��,, / ,_ i . I � � �. �� - , ; ''l 3c,�, 1;k �,e��`� /, l/� ,, / I� " , ,/ , - I - "-/,l_, I I / i" , / ", I "�, 11 I I /� � j "I", / ,)g, \,' 11 I / - - - i , I I 1, /-.-, , � ", � il, I" ,'/,. / _ 1. I / - � /_ ,/ , " /,_/ �..; I,� Y, ,,/ , I - I I I i � � � ., 1, ,� !' 'L;;, , `� -4 , � _ . l I - �' / �V ,/ -, , , I - , . , , - I \ I" � . , �� �__ I � f / �,o�� , �I,l' "lI- - �'i, �', � � , - � - 'x, � 58 � I ) , � � �. --j-, / I , I- �� 11 k,5�72 � " _*/, /' -, l�'/:.�� 11 , __ , � /��,, "" - .11 __ � � ., - �: - 1. I 1, I-- , , - !� i _, 1�1� �_�, -_,� , 0i I I_ � � I � I I 1, 1, �� / I "I"'; z �/ ''i - _ , - , 1, \ I� ,,, /, " , , _� _ _ , " _ _ - - , , � "I _� '�, - I 11 .-./ I -1 I ,� / /L_, - ��. / / /_-1 /� � � -,/ .- --.i /, � I � , I I I � , , I... z , , , , �, Ill ,,-,, P I __ 11 I / I " 4-- - - � . I , " ,,, -� " -, ,/, - l,'/ , - ;,�, � Tv""', / l-_ � j - I , , � . , " I , � I , I 11 _4 - / 'N<- 1'�� L' � , r, �_ �', � --(. I ��' l7- �,;, .1 I "! - �i�ll " -/,";1, /' 1! ',/ �; A -/`-'-i ,-1 I 11, �4. ? � _?i , - L _'. ,�i t V- "! I'll- � , �. � ,_�'I'el�,.,4 " � ,/I � \ ." ,� I - -"/ 1;1--/. , /�,�r� �� I , - ,�� I 1� � ), 1� I ''�. , I, �-, ��.. , " ".I ,�. I, , ;1 � _., � 1� " ��- 11 I � I � I I NA ' � , \ I I � I " -, , � " I , "I , , l" - 1, , �. ,,, / /,-/, / � /V /` 14. 1, , '1�1� - I , ,/, . I - __ ____ .--- I � - . � / '. , /'L / , � , , - -.f '� -\�'-- ", ., /_ � - I '. ;1� �*� , " I I I � I- I ,. I, , " ,,_� 1, ',�, I - - , , j _ '' I l," � � , � 1, -;"",jl 1--/ / " ,�,��,., / I s : I - 0 10 I I 1, I . ,� / ''_ I ll ,,, /" >__; I " '', 'k, 11� I/Il, A ", , _lj , 'ji. ; � - �, 4 " I i . I - I , x\ /' - /' - , ;", -,: � / _ �l.�,��, / /,-, 1, ,\,-,, /�, I , I .I/ ,i,- " ,� ,�: --/ ", , �,� " �, _� )", / I( � - , /.� , ��',", N / , I / i I i - ,�, I., 1, I�I, 1, -, 11 -1 :,� . � , / - ,,, , ''I'l ,., ��_`,J _, ,� I -��'�, I" `I,� i' /� I -A " , -- , . / '_ i i I , , , - I - ,'� 11, , "' �. , J .�, �, I I I , - I ; I . I , - , ., - - � I � __;lT1 - I, "I 1. I -1-', /-" 1, / , I'll, - _� I 11" --, NOTES: - I __ . . ..... I � , - - " r ZV x / __ 4 / , � I , , I � - - -,�- ,'/. \_/,� V--, //, / j"- - ,,", , _l,�� i, , " �,,'__ _ - � i ,� / " I ' -;,�77 - , " - ' i,i " �. I , .,��, , , , , , ,, , �� I 1 / , �� � . I I 1l, __ ; , ,;�. " , �, 'L _r' , - ,' I l " _i/ " � � , , , / i i / I / ___'. % - , � _- / i" "' , V111 / - , , / , I I I - � � l* I IL 11, ,/ ,�_ �, � � /7 t� I . �, �,.,� ,,,," ill� io /_ ;;;/`��` "". I ��_,, I ,/ - 11 , " __L : _7� " Fa_A__ _' __ " � �"' i 1 : i i ,i�__._ _-1 , �, -, _r� I I I i ." li 5_ - - -T --- ___ I � " _ - L � I , __ , - I I : k A I , -,!, " I , � .1 1, r� " ,_ I - - 1, I . ; ; I" 1, \ _� " � "/ �,� ,�, / f � 11 I 1�� 11 - - ----- - ;� I ,.t/ - ' ,I I I , I � . 1. . � I %� F I , , - , , , � , " _� I /1, "I, -1 ". j \�,, A "I I I - / '. , -` 7 ` /', X /;:, � `� � *I' I I - / / 'L / " ' '-/' , _,,,�, �i-" I I � � � ______T_- -7 � .. ; 11_1 _;��:j._',,'�_/_ - /�;,;,,,�,/,` --,�, �- �, - /F , 'll _ JI I -, _ __ , � 1, - . � , , � , '' � , I , j ,I � ./J�__�11/1 / - ", , , I I .,l,�� �', ;�,� ,��,,',�, /'�;,� �, -_,/� �, � ".." " ��,,�,1'1_17� "i I I - � , , , "- /' ,vi;� ",- � , /I / I I I , I . ,:I I ' '_ l. , / I, �, I" 4, �/I�_ I, , , I , N ''I , �,,, -�/'/ -,,, ,-*I_ I'' _ l, : i - ; - _ , - - --; 1 -, i - - ; "" s � i -.:.J..... - EROSION - ' -1 I. / , � / / ,,, � l;, .�,��, I ;I ,� /l �& / I /� I ,,, I , i ;�i, " � 'I � 4 / - 'll, I , _ / .- ` �, ; -, I � . CONTROL SLOPE> . " , �� I , � I " / - I - ,;�, / / /I ,"-� � I 1A 1; L,/ �'- ' ,�;,10111,, I _ , I , I � . I - �� t -� ;� �, '' , ,_ , - - /7� _4 \ " .�, - ... / " �p "' �, )X� --j� , -/:��4 / , _� >', / 1� I - , �'. I, I ", / k., � A\-,� -, l/ /"-/ Y�-_ , . -, I ' �s'�' " . , � )1, � , ." . / I-, - " ;�. I I ;,,, ,lI. , � j, --I /. , X, / " / - , , ,,- -,�N -'i , ,f� i" � , � , "", " ,,, le . I 11, I'll, i I i l .- , " / ,�, _, � /' l�:, - 1. ALL SLOPES GREATER THAN 4:1 SHALL RECEIVE EROSION ; i I , I ,� , I I I : � . :�l.... � I I ,� " \ STABILIZATION ' " I I I, ,-Y/��et'/` ;.Il�/,l "I .�, - I , �, ,� ! "! , .. I/ I/ �, '-,i - , -, , � � '.;_, 7� " '/ , '' �i � " I _/,�pl.�Ii�, " - -I, ,, /%�, " �,/� 'il , L �, 1� I -, CONTROL MATTING. ,\ - , , � \ --.-- � � I ;jl/ I "/ I I 'I, MATTING,z;� � i'' , i, , , I-, / �, A"/ �,_.. �� V" / , �, �� � I/ I i � I I ,I � 67 f , � I I ., . , \ / l ,jf",�'_Ii,; - l . � I ,V4-\, , , , " , '/ , � . , l ,- - - - � , - I __"11 -v 1, � /�, " - ""_ /1 11 � I �, I 1� \ 1� � , I \ , 1-1 -1 1-4 -1 1-i - - 1� " I, -/ , - �, ,- -" ,,, I , , - , , -1 --/,� / �,','�, " "--,,'-, I , 1 2. SEPARATION BETWEEN LIMITS OF DISTURBANCE, TREE -I- __ __ _� __ F � I ,,, \ %, I � , I - - - , ; " J., , .., " �, ,,, z :�.,. ", 'l � �` ��,--�-,�� I / ., 5�1 ` , � I I / I � � 1--, , � , , 1, � i- "'.- , I I � I� /, ,�/ / - r- - ��) -,4 / -,,' i " . I I I �, -, , � �0 , �,, l_ __ l/�, I I i , I " III , I ,� - , i 1,,,, 1 1 1 " ; j I \ 1, I "I I " ,,,, ,,_ -/,_,/,,��__., " --,/ ll� i;_"l / '' " .,,�,� _/ I./ 1. /. I 11 ,, - \ 1, I v . I I. I , " . - " �,, , _ , , I ,� . ,, , , -1 � - I "'i%/ ." / �'Ll l'. / L / I - "', 1 ... ! I I �0 � I , I ) I \ �., I , I � ,�,�, " I L , - " _� , - � " / III � " ,�,,�,' ,;<"', 6, .;�, / I � '� 1- .+, _/ ,�) ,( , �" " , - , � 1, � I I I 1!b 1, 4, � " -- '- " � , I- ,� , -/ , _- I, , -, __ , , , /' -, / ;�', . ;" / �� " "' /,.,I �',_/ I , ", , I -1 j I - FENCE PROVIDED FOR GRAPHICAL CLARITY t , " _ / /11, /"_/� , /I - � , " ", , % . I - PROTECTION, & SIL1 I ,,, /� I 1.,� I _L I � - I , , " I),J _�t - - �l f I 11 � Ii-, � ', _ / "� �, / , - _ I", , )" `��, � ,�� ; A I 1,�t.' I I' -lill ,� / / 2, �, _ -,, "', - � - `-�'-,� �,, , " ; , ,�, - __ __ _ __ __ f I I i I I I '. " �11 _/ ,- -, - 1,�,/`i,i� ;i, ;/' / �,� f. _� ,/ ,�, "".;, " ,� - , _ , � , -- - t' 11 . , _,, I, I - - , - , '��/ /- - - , , / ". _�� ; I I � , � / , , � IV, .��, _,-, - " _� " , ", I - I - / ,,, " � , I I I " � � . _/ ',�, , . - 1-i '� , i I / �__ � i � /I - 11 ... � - ----- _ I I ; c )rj 11 , .) � � I` I" �' �_l � - A I I ,�\ I �j � �_� _______N i, I " - - ' � __ I k , " � 1 /� - , - , j � I/ .N , / I � I k ",,> --./,, /� � ", ;�- / - ;!� - �, _. . 5� ��, I � I � - - , � / I, , - / � Y, //*11j I'l- 4. � �, J, 11, " /-, _ / � - __1 � [�, - - 1 1 ; � � < �$ \�kll - STONFt OUTFALL INTO BASIN.' ` '' ',," " , -1, � ),! ", - " , - _ - -� "Ill / -1", /1� / � , , ,4 -, _ � i STURBANCE, TREE PROTECTION, & SILT -I I � I � . � , " " , , , " � I / , I ,� , - , , �1, , " , �,` -/, ," . h ; ------- --- - __ - ,, --- �� " ,,, �, I - `-�,, I._� I - _> 11� , _/ - " - I 1/" / 11 I j f!- I-------- � I I 1 I i � - 111 - _ ", . �, F_ . .1 /a 1�� \\ , 1% il _� .'� /"�, -_I " L� , , � , , " e�� �� ,,, /7"i"I/ - " -/`� /_ , I �, A"A'; / IJ "' , '' I ,�111�'_/ '' , ,__ I -1 ,., x I I, - , , , � ,� , \ ,"_ ;� , ONLY. LIMITS OF DI, � 'i : � , , �.,/ ,�, ;�11 I / /_," /�� " Z � I , -,--- I I I �, 1-11 ;�, , , , , 1, '\' �' I �� , , , J", ,/� I ,,,��- I . ..� � - - �16"�" 1 , _/' i "I 11 ,111 ill, i "I �/' ___I . I I 6'Wx5'Lx2'D (TYP.) " ".111 " � �11�, , / � __ - � I / � /.. l, v - � I. � /; - " A �`- /\ -l:,�, v, - �, ,_, , ',/ � , , � � I i", \ FENCE ARE CONCURRENT ON-SITE WHERE LIMITS OF I � � [ / I \ 1, ,,_, �� --/ ,/' , ,�" , �,i' ',l �__ - , � , � �`, I i I /' , " I - 111_�, �" 1, � _" I i f I"'i f . I I r I , .1 ,� -, ) , / i", , - - �--, I I - , / ... / . I .1 ''', . � ill. i /,� / � I , I 11, 7 " "" " I�_ " ' '/4 - I -- I 4 /. , , , "., \ I � I ,� " , � , I, , ,� 7 ,/ V,_ I _� v/ v, 1',�� / \ 1� , I � i I / ,�".,' ; I � - I I � 1,,� I , I " - �, Z:,�' ��'� , ", '-' - <, �?��,,l, I ... ... . , . I - I , I /1. 1� 'USAC VIED �, - /� / , / /' - 'I / " , - / - . "I I v 1/, DISTURBANCE IS SHOWN. I I I I I I I I I I I � - - � , /' _,_ I � "I I ,�,� / A /, !� �,, i \ 'i I< � � i �. I I il''i", .;,�_' _,_� I" , .;V� , "': � 1/*/� ,,, , , , i, - OEA P , " � �,",'#,:/� ,,�,,,.l -1 I 'i i" i j � I � .. ....: 1, !i %I ''I 1, I �, , III, ,.; , " ,ii /� , I , � I , ',� "",`- �,, A� / '/, I - � - ;, ''!, /�, ; ", - -.,� ,�'--' -,� " - y I 1) . - I � i ," I F � .1 j i I k . , " 11" , I , I "I /-`l , , - f ,,�/ � "I I � � ! i / I z -------- I 1 5 ' �I � I � / I � ,�', . � 4j �Xl', I ! Hi i � i i 1_117i.....::. I .� : L, � , - � .,_/� V�'. �l� , , ,/ % , �,6` I �Ill - " , , � - I 1, I - � j " ii, " " , / , ,,, I I .1 �, A T/ , .�_� % ,�., ,.�� ,,, ", , " 11,;� ;L / ,,,,, ,i_ -, I, � I 1 3. CONTRACTOR SHALL UTILIZE FILTREXX RUNOFF DIVERSIONS 1,-;,j 1. r I � �' I , I � // '' I" '. '/ 1_ �STREAMIMP P � r- 1-1 p I , ., � /,� - -z' -,,/ "/ ,� , , � , - �11 . �, I � �l , - I . " r, / , /'-/ r-, I-, " , " ,,, ,, I I � 1. I _� / �;,:, I . �, �', I-, , " I 11� / I J, i I l � I � I , l�) A - ��'�4 I , , ___-�- , , / , - ` , , "%l";�""'i /� ,_;11" /'I," , � ", % - , I j AS FILL DIVERSIONS ON BOTH SIDES OF DECATUR DRIVE AT THE ; ,� ! A, i- ,-. : : - ,� I I I - _I� \, I ;I'' , - ,� / 'Z 1;I.I/ /'_ I II,, ,l, llll;�,�', /l I 1_�,_ 'A � `�PR&.O�EPTE _ I 7" ,/_�,_' /, . " , � , � t I � / . ! .. I I; i I - �,� - .,� '; 'I "-i / �'� z"Ll I 11'1_�l - - , -, '/., /' �./ ,� I--, �1.1 '1/1 V., � I I I � ' ' I I � - . %, i Il� 1�\ 1. � � I- I I j 7� ./, � 11 . f L""/'- /) " i -� z� � .. .. . . . . . I , 1. �L� , ll / , , I - I l / /,/ - � "I I I I . STREAM CROSSING TO DIVERT DRAINAGE TO THE SEDIMENT . . � .. .: - , " , , � � / l: // '-, I I I I , k -4 / /ST 'i I I I : i I I ....... I \ -1� , , f,� ," �. il� 'l, ,� ` / ',�, P / �I �- - ,�- - � , , , ,� �, . , OQKPILE'LQC�T - ' � � � . \ , � I , _ - i 2 /_ I % /- , ,,, -4 " "! i- ,,,, J / ; / -, / -16N ' '� . � I , , "' , , .� , - * , " . I 11 ,�i_1111 11 � I I ,� � x �� I I / I I � v \ , I . e 'L 11 � , .� j 11 I'll i - � , _/ l' '' . i '' I . , "'%,� I , ") -,,� �,��, "/ '' I ; l / BASINS AT THE TOE OF THE SLOPES. FILL DIVERSIONS SHALL .. . I , , ., � ,/ , _ - , 1 �-,-_ I, - __ � ,, ...'.. I I � I I" -�, /-4 -I / - /I i"'?, "I" il, -, /, _ 11 I_ i. � /I I / - I "�'. � , � ' ,. ..., . . � I . � ! , ,� ' I 'r, �/, / ",.,-,-::�-,i, ,,, � , �� . I , , -, I \, � /S 1� I 0 ,-/, , � � , �:��'� "I �. � ll � /, " , - ,�� I �___________ I . ;� l ,� , 1, , - , , j -1 /1. I / �_,/_ / � ,� / � / ll v � , _1 , )III, � '!� - - I . ::::: 11 \ f - 1, -, , I'' " � I '. / /, - I - � ,/ ), /, � ", 1 �Z. L", - --� ,�-,.j" l -, ", _1I ,,, I I , , -A / I- - I . ,� � ,/�� � ��,,_, ,, , , , MIZO� i - I I I . . , - "I . I I, I I �i e��_ - , ,,, ��". ,1�1/ f 'L � -1 I I , - 71, 11, , , , ,I, N � 1. . 11-1 ___ __ __ .. _: . ::. I ��11; - _ _�� - , �, , - , , I -, , __� �, , , , ,�, , ;. _,/ � � I '6);,� , 7:, �,'� " �,,\) �� I � � J �j , ; '. .::: :: � 1_,�l,,�_ I �,,� lv�I,,, I �. , 'I - 7- - i I �', , - ""I, ,li. I- , � ,� / / _� / _1 /_�/ i-, � -, / - " I;V�I:�N", - _7 �R60NDJ $(LT'' �',, a) I ___ "I . ... �� , , I � , k ,-1 I I,� �' ,,7- l ,_, �, , I � 1 4 i / "K - ___ � - - , ,,� ,,-- 11 REMAIN REMAIN IN PLACE UNTIL THE 2:1 SLOPES ARE ah 1,/ , I "I... - � I 1. - _ " �1'1� IV/,� i., '_, 1 I / `-�,i " I � : 1, I / / , - �,""'." I --"--- �- , . / 4 " � " _i 1. 1� , I , . - ", "_, / _" - I , � I , , � I \ '\ / � I .., I , v / / \ , I I I .l - , , , '. , � 11, Q�,,, / -,� " -_, - , I / " \,, , / , ; , -�,, I, I I I � ; - - I - , `�4' --- � , _/ /1 ,:",�,�� , I 1-x ;' � ,,, ,� � , - -,I E<� 1 1 1 , _ T __ - - --' ::.::��.�, I I I l,�) . ,, - I, ',� `," 1, _��,' ., � / ,l� I , - - , , / '. I / / " i, / ; , � _ � R: & . I � - �, �,� - , j, , � ,/'--, ,/ -I, I , ,�,` , , , I 11 / , '�` F -----T ; I , i , '11� , 1�1' , . I - � I � ""I', I ___ 40 _ I � � � � " - _�! -] ____ � I %_ ,,,�_ - I I ,/ 4,1(, /' f � - � - I , � % % \ lz ,v,`,-� I , ,;C` .":x�. - I. �, ", I � ,,, �, /,_l ,�,, ,,l I �' -,-_'/' / I _�'- j- �":III'1/� / � ---- - � _ I I-- I ... . � � 'l I . '';_� ./ */_/ ',�__/__ I/ /� -!", �, /" '. , , , r q� l __--------11--------_ �� 1 , "/ � � -,"-, I � " ;�,�,Z� - -11 -/�_',��,;�ii,_ �� �g) I IT 11 I F � ! I I_ , �.l (IV ", - -, I /� 1," - I , A " \� -A ;l�,� COMPLETELY STABILIZED. ` i : ... I I I , " . �, - L' �. I I 1 / 1 7 /' - / �4�� �j � I .�� I / " /, I .. I � ,.,�,., ey ,, 1 � \ .. L "" � ,;W_�_� � - I ,��_l7;��__,-��77 1, � 711_,�l l ,/� I, , , , ,"_., I -- / / "/�, A 11 'k, I. I V, I "i "/ I, I " �,��_/"�', . �, 1 Ill l ;� il-, 1)4, ", - I 1� 11 ll I, I " -�, , 'I. \ i I 11 ,_ , " I, " -,, ,/1"! �','_ -, � --��77- -, '�_ - -, � , , i�, , / � �_ 7z� � I � I � .% , � , -,- I r**.- , jil, , " ii, -�, ""', /- I /-, , , , � / / I /I/ // I � I I " I I I ' " � ,� 1 I / � � ., �� �11'// �\ 1\� __V I �, / . � - I / / � Y'�, . ,.� �1, _�', '/'�1,11 '/ -, 1, �11 I 11 I � ,_ / \ // 1V 11 , � I I I I I � Y'/ ,`X�),` � .. / // , , I I r7 / ,�'-, / �- ,e "',. �,e /' ` , " ., I ,,�, � / / / � I 11 I-, "', / /I cy) � - , � ,/� - '/ "', / -�, 1 /' � I 1, / - � ", / ? � I � // i z � . �� ED FILTF ", ', 11 ___ � , ; � ". I �.�", / " I -� l ,,/ -, I, " -,� I �_ , I ,.. .i., F- , / )",. \_'&�/� . - /'�"'L)/ 1,'.��,��/��,,!�;,�:� , " I" ___ 11� �� - , � � � i I � � ,-- � �lz ,, i, , � -, - / * / ,_ i -, __ � /!� /, - , . � -, ��a - _/�/�I I -)l\ I / - - I ___ I I 6 , I �, N PROPOS '� � ,�_ ''I I/ "I -1 - 1-/ / - , 0 1 , � I ... low - / , - � I � ,,-, - -- � , , I I N/k �E tD "I � -,I �� I I i I% I , U11 ,I/ . �,�> I I .. 1. __ I- , il"', '/_� ll, " I - �, 4" -- y � , , ../ , " - ,, i �i, i, , ,� -�(,I, I , 11\ 11 , I . I ,t �, I . I I - , , . / i, - , , - - �,, " ), ,,, " , , � ,.-, I i *)/, i,I/ " I \1 E I.. , I / I , , � I .. - � � - . , � / I- ,� I /1., / " �/� Il � ;; 11� /1� / -_ �, -�,, , / / // cyi � � i - ,% � . I / I' , I - " " �,,/. I/ y' - � � � , , " )i, '..' - 'i", - I " , i, " 1, - �' ,� I � J � . . ..... / /-� " , "_ /-,� , ," I , I � , � I, , \I 4 / I - I , I", , � , , , ,'I'. , \ / I / . I I- 11,� � - ... � I/ , I /Ij, ". I .� ,! --- , � ,_/ "�, /, 11;'11�1_/�'l_ � /` � -, _ " 1, I I I �11 - � � � � _�ll, I/ " � / � I-,-_ .11 , . ", 1,1�� /�,,, , l", ________:/_�__1 I / � i __ ... -, , i I , I -.,I 'I, /", , _�', -1, // � . /k - . / 1 (3) 1 ---------- / :*,: I - Ilu 30SEL) TREE ----. - I I /-1 1-1,11 ,/ , ll . , : 11 ,,,,, ,,� - -,, �� ,� .-, /1, " 1''.., ,---7_, �� , I __ - ,1 � - ,� ,-4�� I -�,__ I I , � ,�,;, " __ 11, , I / __ , � I - o- _____-�- , " / // / til il i . i � __ _ - /', - I �- / - �4' --/,/, /I 1, / " - -�, - / ,�'l \/_'/ I `)", ,/. /' ,�,�7� ______ , ., I hi 1 � � . I - . ** [ - I � I z �� "< � ,� 7t: �� ; , I -, � k__ , I-" , , __/1 AI I UNOFF DIVERSI - I- , , ) I Il� � //",// __ 0 )� P) _') � / . ;1 11; I (t I % N ((_ Y �/ �. � ,z,' T - ill ;i-, / I � 1__/ � I - r /A - ,�. _1` .`�/` "� I r., . ��,: , A, \ - - U) V /, " ",", � - 'I-, /0 ,/ I 4, ,/ -;", / AA 1 117* `i A ;' " � I."� .. __��. " __1 \ \ / 1\ "I .'IV 1 7 1, "', ; � P �� N 1, "'L "', / -� �,-, / I , I" CROTECTION FENCINGQ) z (N 1 -17- , , 1, , ,;,. � ii, /" /- / " `- - I 11 1, ".< "I , -I-- 11 � I I 11 / - \;� � - / - y'-, " i;% 11 7 � ; I . , Itr_�� . ..... . , I , ',,l � I � 11, 11 I /.1 "I , _�'-, i, , -,. , - .,�, \ ,,, - - '?, - " - - 77t� 31 / /,",_/ -, , ,'I- � �, , " i��' __:ll N _�, � / /I / / 2 � -1 11 14 . / --,� / , , _ , ,/ ,,,, / . ,� N , , ,* , � / i I iN i 'i � ! I I - I � I T t-.) �, I , I � � - I l I< 0 ___ � I I � � I", ) " 1� r- __ / -, �", , ,/ - � / "I . / \ I , , .1 - I� �,,,�' 1i / "", " 4 1 1 - - I I I,_ / __ -,\/-q*" -1 j-, / ,/, ll�,,l ,iii, " '_'. z ! " �, ,�� I - I ii, \� I I - . -------- I I ,I- / /, ,/ �,��111 - , - " , I . ��11 . I � , �_ _/ 1�� /I ,,, ,v '7N,x,v \ / / / " � . _ _ 4 I - , IVIE v i;le, ,/ I �, , 1, c , - - - / I MMMEM I '' . , I "', , , " , I I / / ,,,, /.� �, I I�, , Ic _�� , ____ , I 1/`.'l'1 /1� ', Z - i I I \ IV- II., // '-,-7 ',�, " � - � , �. / X: � / i,.- - li \ --- / / if! I L _� - __ ' 't I , - DI 7 / 1 -,/`7,1' :,.�� I "I �` / ,,�",� -4 /,- " A , I - I � " " � I I � _L_______ I " ,."�L ,�_ � , .�;.��, - - , 'i �` � - , I , � � 1. ; , "' - I , , / \:;,� / Z I . I � \ cy) ! t � ".] i - , - � " l I � -, � � I 1, __ I , -% " / / / I !4 I � I L - , : �:. .� .. I Il I I i i , � I ,/ /, 'y , ,L ", '1� �' 'i _� � I I / ", , - � A" /" ��, r ,,, � ., ;;I- , ,;;, -, /, 11 , _ _ __ _ _ _ � ... � , A z '>',,,,,N--;',' �,X� II ,,/ /_-,,�,< ,1111 , �, ,, % 11 I , _ , / / �� / �/� v - 1-� j!i J / . � PROPOSE' SIL �FENCE "I -1-11 /`�/, _�` , , !lk _� / -, .,�� I:r � j I " I I " ,� A_,/,4� , .�� 1, , -1 -0 - �.,'_ /,� ," li-, /` I . � 4 Z 2 / . . I , , - ---- --- - Il < ]-I,,,,�IIIIIIIiI � 11� .:::..:....:::.;--�:�� ... - x ul / " " /� /' �� / /,.� . �� < 1:,:�i . / -, .*.1 li.. N �� \ I // ,� , , � � :;gI_ ... I 1i i \ ��,IoIA I p , "", /_ " � �X-, �i' �;� �� -�,/� 4 , -, i "I I/ I " �."IN,�, �";�._ -1 _', ' I .) I �� �,\ " I , � , "_;l, ",:, , / , -, \1 ,/ , - P-1 11 � i I I : 11 I � ,� " li` '.1 , ,,, � .1 i 11 '� , , ,, ,� ,� /I � kCKING AL NG , 1'�l , � - I, , 1 - "' - \--A / , - � I � 1. I - ...'. I - I - _--1 .,� '_� l'-, 11 I � I- i � I, I I ______ I . . .j � , �'_. / �� / / e / � - ,__1 ,x ,,� "', / I'/ , , � , , _�/ _1 \ I , I �,_ # i � ONG� / - I I I / / I 1, �4, /,� I i \�, \ I-,-- -, \ / /1, / �/ 'j, 'I / I1 1 iL_ __ : I . -I- __t� - -,I- -l- -74 ,/,-,-,,,/ ,r,,,l )� 11 "� � , / , ( � � Z_� , I I . ill \ / / / I/ I I _j � I I � YP.) � / � " i� , 'I , I� , /I. ,I, '-,,/ " -, I I - �/", 11 I / // / / __ 11 � - ],--i, ,". / ;,,, / / ,-"- - � I., Ii -, I. l \ // a- uj , , , i a . I I . / / ,�, Z , " � / � � i S , , 11 11 I I I IP . t " I � - 11 I 1� ; \ $ , I _-� ;\ � .' � 11 .,�, I � ; i i , ,USACOE APPROVED :," ;/I /* �_' / - 11 I , , , z N�,i yi`-�� � , ,,, I 1� l f /I I I I I . � i 1* � i ! I v , ",\ ,,, , � 9-65 AC " I - , I , \ t " 'y/ (I 'i � - � ( I / ''I" '' (N I l �i -, / /'L �;� , _�,_', I 'Il� '/ --el - I 1 I\ � I/ / Z, I I- -111-- .� - I _,�'I.�� ,�, / ,/� �, � ') , "_., I I , " , " , .l _-'',,f �l I _. \ - I ),� " I -� � , I - . I / I I .1 / � 1, I I - -1 -, � - �� - -, , - I - 11 � I ; I �'. �� - . , '/ , , , "/4 ii ',/ /1177 . , "._'V "", ., ,", , / � / / I I � j ! , -_/ , �!,� , __ I I - ; i j � � e I , I -�._ / 1, i' _� " . i '' , - , ,�� �',' I , , _ , ,�/ - ,I,,, -:\ / �/ �/ C) I - i - - ' " �i �, - " " / I 1� I - 1: 'i� "" I i I I _ � __ ', k, - STREAM IMPACT ' /�� �i�'/` " �' / I \ U) j 111) I I PROP __ - � � ! � I I I ,� '�,'.D'�,';, N - \ w I I , , /"",/ , f/S , . __ " I - - � , I I _ ,EfROS1 N CONTROL ,./\ / - ; __ 6-9 E b SjLT-F EN C 1 -771-, I � =0,.-60,. / I , � _ , ,_ , , ,� 4 ,� ,� 'L --,, sb6k, 1 1 1 I " �,q � " __�/ I � __ �/ / i I \ � i I VI-l"'I/ r, I, �,� / '/ ;��_, '11 ' ' ' - `- \ __� / ! .- i 11 ` ' 'x<�7�' i7"' STABILIZATION MATTING �. / I . � - -,� " - " ' I i ;�` -, - , - -, I\ \ , , .1 / I I I ) \ I i : * ,',`l_*� - I -�,� /--z" I ;_. 1�, ,,� -j 11, / 1_� <�III l . � I � l - I ." , _i, , , ,, � � / l,', , < - f I, / 5 - \ / _/ F , - ;�L�/'/ � --- ' -, I I � " '' 1�� I "I l "' ,f-1 �� -"I ii\ I -, ,�� , , -'I - _L, I , I � I - '-------.- - 11 -111-1111-- - I -Ts �� (�o % I� I �, . / ,,/ � , -;i :I / I �_'\, �_ / " / . _, - \ � � I \111 � . � I / I t w cr) 0 6 11 l- I PROPOS 'ISE n. /\ \ / I \ CN z I i i � " �_ � I � 1 __4" ZISE _�� Z x, � - f i i I L., � . . I �_ /-"if , _�� -'-I,, / , ,,/ , , pl',e ,,,_ I 1, I I � .1 . , - _; , /�,�/ / " i � ��;If ,'_� "�,� , - , , I � - v-', I- i:, �-` �. / , � , ,I�j�� - '. , �__Ill. \ __ j - Lr i � -F--- I L _ - � .... i - I � ., , 1\ , "'I., I , � � -, , ..," , -� ,,, , I _� I I / / CN = � -,U - - r � , � " � , - I _ 1___- -11-1 7, I .1 . I , I I . ". , "I)) I I � �, / -,, _ /�l_� ,,I_,_ -l-/ / 7/,"! 11 ,. � - ,," -_ I , I , �; ., 3: co I I I -, �� I .: ::;::: �_ � , a il 11 I A , I N - -ei- / I �,\-,,, r/. , �,/ � ;l� -�, " -e ,� l�ll I �'l 11 - -, _. - � _ \ , t I ,� I . � - -1 I ,� - I" 1�� 1-1 - �� " \ ,I LLJ � � I ::: I I : I �, �, -� , \,-_ ,I . . . / y /� - /, I \ , I ,,---, / � ,,, 11 I , � 11 � . . . .. I % � - 1, �. " , . .� , , " , I 4,:�T� �', -, / U) :3 z I I . ,:... - , � ",_ I, I ; / . . . I - I I �". ,��`� � I, ,� � I \ / . 1� I , , L , � , , ,;2-, , �x _7 - I Q) �5 i j i I - � � I " ' - ( 4 - I I �_. I - 11 '' , , I 2 -, \ , I I I , � 8 ( . ... � I i � I "CMPBARR '�\ PROPOSED 8TONE BAFFLE (2) ` l_ "' �I_,� Il �, ;1� 4 " _ , ' . / , , , , , ". v - -1 I --- ,;�, 11 I I I i I � A I f i -77, / I ,_ - " .' ' / I % ; ,0"" ,\/,,/`��,, 1� 4 i "' i ,,� " 'Ill . 1� PO ,��. I ." #F, / \l' Ii 'L , - � " � I i I , . � 1 1 �. PRO 5ED30 / /, ,� , y ,. , _1 ,� " 1, �, . 1, , 1, , , I i �� - ,� " " , "I I i , , A_ I I I l - . � I. " . , � j� w , � I / / _u �:: ,. - I �, , ", , / � , -/z, " l"I ,,, , , ,I �� � I , ,,� I � , I ;�� i , .. /I - A "I 1, I , " ., ; � 1� I ... � I - / �, - � I �, 4 I I I I I � I I !I j i *:: I � // " - , 11 � 1, I ,-�/ /",/ < z , I I 1, ;� � , , _z' "i� ,� � : � �, - Irll�l � , 1__ ____ ''I - ::: , �fy . I I %; - " \ SEE DETAIL SHEET ?) il. �, � ,,, / - , ,1., ,�, /,4 , I I I'l �_, 11 I i , I , / I W r) z - Li __ , I _. - 1\ I - , 'lt� � NI/ / -N�. , V- - , , /' �, I ;�s "I" 17.-_,;,_,-- i ,"-_'','�4 - I", �, � \ � I I .� / I 0 __T___ .:. . j , ,. "'. , 4 � , ,I/' -/,�" / j� /'-,,, , - / .... -;--,� ,",. � , 11 ;,,� ----� I, - " � - � ,-/� \ ; z,, . - '. . " I�< �_ I � %, I,- -, ,`;z' , " , � - I I � , , /I /. �,iil, /' � 1 I , " � / 11 "I 1_1 I I I - / , I - . - - 0-'..' .., � I � I /A� I �- I � 1�e / ��, - � iA I I \ � 1'�', > .. ,_,, ,_�, '' � . . . " ,� I -, " I - �, C V) � I . .. .. ... .�, 11, � - � . , ' � � ' � 4 ' '.'__�,,7�i�/ -,/ 1, � / k � I / I / I i I . . � - , -1'"' /*111 �' I i - \ \ / __ I I i � I 1 � .: ,� I , I I , 1� PR�OPO !SED`E'6 C`LASSA1,. N 1- I \ ., / - I � / -" c ,� - -111, l-," " ,� ' � , / ,/ l� I "'t \ � �� I /I - < i I I- � --I I I . , I " 1 % i " , \ , � - / I "�"Aii , I I I - , � � I . . I I I I , - � \ I"". ", ,,� i--, �- ", "'. ., , ), _,� ,�_ � , - [, [:l �_l /---- - = I i � I ", I $* �,ll N I'� 4 , � � / 1, "', ) N1, WZ - . .1 I I . . . ..... t I . � I - ,� 'I " " / b_ , 'r , _ - 11 l I __j -6 _j �, - ' -- I I / �� � �� i I .� 1, � � . 1__� IJ \ \ I I 1p� � ,�il l 1'� - , , ,/ � I i , � � / , � /� i ! I � . I � % I l'. z i .1 - F- . \ I I %IPRAP EMERGENCY SPI IN . --, _'�/", \ "", _ , . " I il� __ � _ "I _j . -V-1 11 - 1�el tl�ll �/11_1 9. 1_;�� I "I ,i� I , ", " , 1 � �, ,7 1 1 LLJ I- , I j", � I� i � �,81,Dl ME�NT ,.� ,"I. - / I � c I- / , , � , 11 I 1, -- , I I - 1---,4L- � , I - " � � I- I � . .. " , /'. , , I I �_ .1 ', j �4� / �' � �� , ; �, - ,,� \-1, \ I � . / I I 1 - __� I I ,_ � I I � - ., � S I " \ ! , / " r - � ". � _'l", A , � / - I, / ,� I I < o- , 0 i , I W=12'; L=28';_D=1',, �. -1 t_ STONE OUTFALL INTO bAZ51 '' /. ':�`-77�4�, /) ,� I \ \ ___17 // f / -0 � - � , I I I , , _ , #'�` " I- ' L-'_/' �� ,�,,� :�'.,,./_ I �, I , r i ;__ 1___ - ... �,,, -�- �1' I i I 1. " '\ I, I N �I 1. 1� \ �,il��_� I _ ., � / - _x /,"� l� �', :::�j I 11 I I _j , -� � \ . c I � 1� �,�, /_'," �., 1- /, I �/ I - 0 . J,/ I j ��___ - L I 1, . . � � I I I " I., 'Wx5'Lx2'D (TYP.) I �;4 ,/ �4 " ,� , 'X"L,ii � ;;", ' ' _,; _ , I ;, J , /,, __ - �,-�_, i I ,�X i'�`,,q,� I", 1\ ,_ �,11; " / Q/ / I, / � I u I. ", I � 11 i __ - - I'' o i �V I � .. I _ , , ;_ 64N_ Z, ��- -; ,>-,/;,' I z . \ OPOSE .1 'if "." _'y ��, 'jI , ,I� / _. I " ,I, /7,_-,, , �vl , / � _/ , ; k '_ , ,� - I / I I W / " � � I i I � D EC -1 CLASS - I '' I � I - � , � " � .1 41 I ' _�,_��,_\__�;/_, L � I'�', 11 I 1 /, / I � I I/ U) ._j , - h. ; i . III ` A, � .1 . I x /I , ��, _____ - :; i �11 I \ I ET PROTECT! , __ " I . �- I I S& -:�� III- Ye.ill , �_ - , ----.---., � I i /I , �� , , f � JI; I � I N , ., i -��J.L;�C � , / , , �z�� HIKAL, , - - - , � � ,,/) \ ," I 11 �,. "" 1� ,_, / f 1 6 Q) ,I !- 'I l -W � , 1, ROPOSED 2 - I - ,'-Z ", - � �Io ,,,/ J I, � / Il I I i 4" DIVERSION BER - - :�� -, , I , ,, , , ( � 1 i � \l, % i � I , ,� _�, .� , � ��_Z: � I _. � �� j ��_/ 1, / �, ,_�� /" I , , " ; _ - I, I . , � `� ", ____ I / > C;6 0 ,, " D= I _ ". / -,.��, - - , 11 ", ';,�� /i::�, V) � - L=91 I � � �, -1 '�'_ ,�P_ , , / I L I\ � � --- , e� �� � , I MEN= i I � I W1=1NW2=15' � ,:, .,,� � � < � I ,_ _,v, 11 , ,_�_ 0- I ! i , 1� i ,I \I �, -, �,4 � " / 1 c q 11 I --% I __ . , "_.l,/ �; ��,), 2"z x:")�' - ___�/_ I U) I " '_a��/- -�,, � k �T% ��, , \ -, /` I Lu I I" 1. ---- �' , -��,- �.,,., ,� .,.., I __1 - / 0 /I i .__ ; I � 1% � \ DRAINAGE DIVIDE . ,� �/ - L I Ill I , �- � , 1\ , " , , / j �'\_ � � / / , I I ,y I ------- � - 6") 1 i . � , . \ z - " _,��-o I ... ... / '\1 I I 1, � / / I I I .l�� _ , � / I z e,,,_� Z � / S� I-- ______ - I I - N I : 11 q% 1, 1. , I -,-..-,- �, _ , ,� -1 -,, / '/. /'\� I-- _.� / 4,N , I - * , ", \ I �_,/ /I �- /_ // ; I / I uj . � c: 4 ; _____J I /_ . :. : I � � N I I I � ,11�, 11, �' I i I � , ��r , ___ / , �r� 11 Y, / , 11 , , 11 l,/ / � " k ,,-,,�, ; , , , � /aftl E i � I - , , ��7!-77�� , , _ � \ I l - 11 I ll/� 1, -, - , /�� / , - /,�,Ij ,-,, , , , "I , - - , j i i I - �60 , , f� �, � - - 14 i / - I , , - - " J� 1, � 1% i - - _ ,. I, c / w1k. , . . . I � /1 ___ . ; % __d9Q_9 , �, � " , �� I, i � - i � , � - . A �11) I . I Mw � -,��, . .,� / l,' . __ ,��i / i - I i - .- � / L �% �_/ t -l", - I / / - I 1� I I / \ PROPOSED CLA_ - Al --qs I ��,�_-., �, � - /_,"', , 1-1 �___ ,� I F 'a) - � - � I �, It &t�� -, //- - , ", i`N.�'111 W � �,� I I I � _il � I I I N7 ,/ l - k __ / , / Z", I 5 I � I /1� 1"�,_Tl _______1' � ,` I I a� � � _� 1.� 'r / / - r) z � 1, I I ,";, ., I ,�,�� �/ � -Z5 � I � � I � % I RIPRAP OUTLET PROTEC _; (h \ I , / / � � i ,- I I - I., 1 (91,�. 1"� " / . I " �,_ . / X 1, . I Lu IIII- �: I z__ -1�- \ Z-= I o , \ 11 X, / ,I ,_,� , - ; , \ 1, �.,j .�, � � , I / / i I -(::: I , , I , �, . __ _,____01 , , , , , / - // / 1 3: , I I I - L=9'- I ''I ." � � I " - � , i� ,,-,, - I . � , .1 W1=10'; W2=15' � .1 I i I _- .... - , I I " - , I-- " ,/ Il I / ,., / / i I I/ I . 0 < ; I- _____ ....... - ;_ - i \ .1 �, � 1, it � I 1 1 I ; , � I 11 ___ " i � - __ � � - -1 1, i � 9 1 1 � � , I __ . _� / r \, / � I/ I/ / I III 11 I I 0 - Q) r , i � / " i _0 0- I I ,_ \ I - I 1. . I � I I / I .� t � I i . __�,_�' \__ �/_/ j - - A 1, - I ��_O 11 ,� \ I - - 11 _j 1, _____j , - I - -'-- - � / _j I �) " � I," - 0 � ` - - 1 , � ", 0 u , i 11 .. , � - - 1� � ,\ , / ,I, /// / : I I I / i I x I , " I t � I I - __ I 11 I 11 I I I ; (1) - -- ---- _ A 1-1 �11 .�� I _.__ I f j f I 0 i _____ ____ __ L, " � , I % - " I - ./ � / � LjL I / - - ___�, __ __ 1, I 'i � ."p / -,) 'i ___ . I I �, - I . 1 I � I I 11 x / . :3 i i r ,- � I-- ___1 -r-r- ., �, � , \ `_ I .. / /. -------,-/ ", , ", / I z ryoo Q) , - � - \, I I , I � = i I - I "I I i ; � � I 1, \ I I I I 11" I, I ___\ ,D� ,I 4� 1 :`I!!!IIII., \ I /�", / i I i � �_ I - I � v__ __ I / 1 ?Z-4� �, I , � I I < `- I 11. - I __1 i I l . I i A \ .I-- Q __ __-1 - , I \ I � I `� I / � I I / i 3E _j . ! ; '; �j ] I I , I" - � __I ,� \1 fl, , , - - 11 �, I i I __'_ - � `-40 II,,- ., / I 1\ \ � I I z - 11 --l' - �, I I, , __ , 1 1 /, I \ - -,-,---/ " � � 1 -73 ! / __ ... .. .. � t i � I k, 1, ,�� " \ J�l -, I � � ! I f I " �, I/ ,.: .. .... �.. I i t � " \'11 I "I 1, I i � , 5 I _ I 1�, ; � I " l I I , I 1, .11 V I f -11 i I � l ; �� I � I � ... \ , 1_� , � 1,7w 1, - I.% I - I __ /V� I / ; L) <k Lu Q) -C - I 11 ; �:.jg::::l: , � - , , N � -- . I I ---------------�z I I � � _e_____ � 1� \ � � 'I 11 i \ - I - -1 I " i I I I I 11 �___ � I / - I . - � " i\ 1, I" , lI __ I ---- _-, __--v �� - 4�� v / I I w � i �j ::::: . � \ ..�\' " l- �, - I I , I , i I / I I / ) 16 ..:: I � (9- ''I #0 10011 I - % � '�_ �l ,/ k I �: . I " \ I �, : I- I �_�__ ... I X \I _)�, � 1, % i . I I z > - l�� i I I 1� ,, 2_ , I . \ . I __ / � I I I I I " I, IL", - - - i L I I I A1k___%`____ I E E "I 'Fi i _� I I , � I I ---. __... - f . � i / 1-1 I....., `_` M I - � , -1 I It -�I � - l � ..", ". " _', � � I I '11%..l __ "' �, '01V - /�/�/, I 0I I � __ I I . / . >, _,< I , * -, ____________. t � I , I LL_ I � I ' , I �J� I I i q . , I , v - I , ��, / I i \ U5 � i / - �_ I / i - 6 d. -.,. � I I I �e 1 / , � � I I . - 1 60 1 - A Z'��,� 11 I 0 � I I / / I 4� I ; I � \' " / L I - . \ 4 / ; I � ,� i . � � 0, ./ L: U) I I ��, I I 1� 11, . I "; � 1. I � . I 0,l q�_P,ll x � � � � . i i .1 �� . _ I � I 0 - --, � I III ti, -0, - I/ ,,v �, W ��e I i / 1 �, ���.��. i:.,::1. � I � �, .11 � ------- - - , # ��, ,!,7"X 1, / If - LLJ 1- /_, i �`, : . . T� 4 � � I � I'll - I � 11 � I/ I I , , - - I—- I ___________ � i � j __ __.,�_ I � ,; � - 11 \ - - .- I - . I \ " . fb / / -- 0- __ �:S. I � ,l __ � . I "''...., . I ................... ��__ I ;.'/,_? .1 � � I - I . I - � - .1. .... ., I - i � \ ' ___ I - �, -1 T � :: .'...:._:. i �.��O "I 11 - OUTFALL ___ ' -1 ,�,,� I , I" / -e U-) . ! !; � ",_1 � 1, _., ::,I . . . I , _w... I I 1% � 11 7" �_'Il,'�' I / fa � IV . - INTO BASIN "'' , \ I � ul I r (D :�3 i I _t�,-'� �, I , - I . ; � �1 -- - , 1, �X_Ixll . 1 4F ` '0�, '� NN I . // / I I :D < , , , I ---- � - - I /I 11 E (f) � . \ \ � t W l ,O f � :-V_.:, � � . . . . . � 1, �z ." � _,� _ __ / ,I ) " -, . \ I II, - - I I � ..i ...... � .''. ,..: . . k -s, I ,�,Z/ -� x2"D (TYP.) I I � 1 "6.�,,,,,-",'2 T. - � � ::;: k , �� Y, I / , /� ", 11 I i I �� _/ �/ . I , . 06 , � -------- i ..... � ,. .. .. . .. 11 I /,� I , I LLJ 6 11 � \ . :.I.., ''. I % I r"ller _','l'pp"1".,�1_._ / All f -1 I", " . I / // ki I CL LLJ ( � 41 '. ._.. 1, /'� - . I / ."-. I � I / � � -) ,� r I � . I " _; ...:. : *: .. 11 % I I -, "PROPOSED STONE B � I 11 i� ,: `L_____�� � : I ...... ,. - Ism 1, --,< "i -'o- - . AFFLE (2), _ . I I z: . i 1 i � I � , .,� 11, I , // o � 4 � , : 11 � z f __14��. ,"I I " " I , / I - - - � I 11 �, ... - : :. � \w " e, , - \1 . / ,� I ; I . I - : �-.-_. . :..:.. �. 100 \ - , .� SEE DETAIL SHEET �� \ i 2: 1 - _ I \ - _: - 1. : ''. �: w: - .:.: ) - � I �_ , I / I L � , I ... z. :,� - I \ , . 11 1, " �, I., \ I I I z (n z --�, , . -1, ______7_ , I � 11 . .:: , , 1, x " . , , . _ � - - \ . il "I . I - - - - . " " __ ____ I_ - I I I ; -,-- - - - ------ - -1-i .... :- 1:111. - / I , ", I ----- - I" I, I � I I i F " V) c: i I ' :::::::::::: : :::: I ::, L I I/ _ - I � cl, , I / k I LLJ - , , ,_� ;1 __ I � k1_1 1: !,�o 11 . . Ldl \ 1, , � "...- _�_ , -, I ,/ 1 % , I , ,� / / � I� 0 11 ;1�_________ - --- I " � I 4-1 ..:: . I., V, -1 , , � I � �7_1� I _ , - �p �) I � Lu I \ � ::�:::::,�: \% i j , - � . ..... I � � � � ww , -�,_ 7--l' � I z �j �, -� � :: ... I � I I I ,� / 4 1 �1, I I �i � Qp) I A I I , \ I\ .:' ',L ,' LL ...: � -�. : : :_-�-_-,�L; :�:�:,-�_:� I I � ., 7 � - t � N / . , t__q ; I - : ::�-:-�': :::: , :-- li...:�..:: . .,. ., �, \ _.- I -_ - " ? )ROPOSED EC � \ - , / / I 4 ,-- - _�j -1 11 tr / I PROPOSED TREE PROTECTIC i 1� . :� ", ,� FD: SEE�' �/ ,"', . -1 CLASS 1 "" ;2 � \ I/ 1k i� R - � _j .. " Ill I I l l �, LWAY , I I � -i" 1�_, i I :*,::: NOTE 3 1 �, " � 'RAP EMERGENCY SPIL � � I I - Lr) (f) -0 if j 'FENCING ALONG PROP LINE -`j �,� . \ .1 I � 1k /I I IIII- U , I 1, � "� ;�I�l , I / 0 '�: ; f I � . . � , I I W=15�'; L=90'; D=1.0' � \ ) 11 /I � , __ -, - .- - :�11 - -j. ..: '1� , , x -'I,--- _ \ 11 I I �� � U) 0 � � ; lL Il ... . ..: THIS SHEEt' , "I i I ki Lu 0 11 1� � / __ � I / � I -0 , � " `� I . 11 �- � _', `� I =i I � I - /� __ - - ....... - / i / / � � � I I � 11 � --- --- ___ I i I � \ " I ____1�1 1 �F >1 c / : : __; q -��, � - - �� I I - _/ � - , I I � - rIvoo 7 r. �_______ � \ __ -.-I - , �% - N"" 4 I 1, . ___ 11 AR IIII- w __ � ;___ %� � ; - � 1� " \ � I I Q) - I �.... .�l . I / ; 11, \ / I li O� C) r - I 1-11 � .��,:.,.: I TONE WEIR . �_ 0 D � . I / i, I � l : j �., . . \ i 11d, _ � Z , � I I \ 11 ��;__ .... .. - ,-- ,_ � � 11 � : i'. I ) I / Ld (1) I : . I! k I .. * ]�,� .,..:.:..: , t l I. ; n=g c / =mi i I 1 - , ...... p I W=12'; L=1.5' / I __ I I ; I __.1_____-- � I. I �. '.,.:.` �),.....,. ''.. % / i _� I __ ______ _____4__)Q_i - ---.-,,/ // I 11 \ \ \ / -,-". 4 I c % 1� I i I ... ,. _ .. ,. " 15 1 POSED EC `_ / \ " / ; / i __ 0 ... ... . � . ... .. , , - / � I ------,- ._ ." x/ / � ... � ... ... I I I _ -1 CLASS Al / ,� __ __ _. __'.. I � i i . ___ Q� . - . . �, - . / \ (,) I �- I � ' IIII-XiSTING � il . . - , I % 14 1 17' . . j - U) � I 1� � 51 � . � ..:::-`I�k�' . I i; 1. I SER / / 11 "\"�- \ , / / i I/-- � I 11 .- ....., :_F.:,... 1, �, AP OUTLET PROTECTIO i PROPOSED 24" CL. III RCP RI / I/ \ __ �qEMETE � .6. . ., .. �� 1, / / _�- i 1 _�� 0 ., .. � I �� RY ,,113 �.�... I I : ': .. I I . � 1. � 1. - I 1 T- W2=25'- L=18'- D-1 4' i I" \ / z 1 I 0� - I k_____ ________ � t :..l...". I.:. I I .,� , I / I I I C) , � \ �.��I::',�:::l1��,i l, � I I . I . " I I -0 " �:�:� � , / / " I I I � x �::.:` �'Ijff / / /zl' I Q) ,I 1 T , I _.. 11. .. .w...- , I \ \ 11 - � 11 *,I I" PROPOSED SAFET I Y l/ / / 21 I/ . \ \1 I ""') II�Fi _� I ____ � i 0 < 0) Q) 11, _�� I . � \ -1 - - - _ __ ___ , 11 I l % - " ... .... :,.:::::::1 � 1". I I 1, - I : FENCING (TYP.) / I \ - l' --j-, , (D -5 E h i�� i, --- � � - - . - I � , -1 --- _ ___ --_-_-.-I �', I \ i __ , 1\ I I \ I , /I r i - � I . I I - � � Z�� - 11 , I 1 1 . I I I , z :: - , ��z, / \ � I _� ", : . . . I I _; - I /___ I I , I � I i I C) (1) - I _. . I .: ..., I I [ I / __ / / . 11 , ' , - � � . . . .. 4,-: I_ - _ , ; 1-1 I � I I / I i � I, ... .. _ L - -1 �. ""' / I l i . 0 __ - �. I � \ . � I------ I ::::,�. � � '.q,:.�- � I- ____ ,\ :Z�_ � \ I i / \ \ I . i - c: � _ _'. � I - - . - I I , 1\ I k! � i C) _______________L______________ Z' 1, � -11, , �:� .A. - ::::*:..:::. N_ 71- 1 1 .- ; ROP(OSED 30" CL. III RCP BARREL I , ,_ l/ i i U) _::_-7-- -.I-,-- ______ ; 1.� - I � , , 7 _.� �_ - ` 1__-� I 1, I / \ - -,-- � - - _ 7 "I �,____� � , - -, l 1- .>f � /��I / / I - I I i CN F- _______________.__ ______ iz� - . / __ I 11 i . u E 11 1-1111.11- -) �, I I , � � I I I,-- - 1, 'L. ____� , � u 0) -0 - _____ I 11 ----494 , 11 � -_n f � � I , ______ 1. I. �_ k-- __ � I - _� � % I " 1-11, -1-1-11 PROPOSED SILT FENCE �/ I I / I ji 1 1 - - I ___ _ - -.-- �, EXISTING CEMETERY '' I l � �_ \ I � SSF / . . \ cl, \ I i Lu � 11 �, 1, !I IW= - 1 � � -, r l,� 1� -1-1 � ________,%��� / / 11 � I r -n Lu E - - � ''. I �� ;;�'---�Ipi I -1-M! - - - - - - i.- " , � IRIE BACKING ALONG (a / . \ I \ I I Lu 15 Q) . I I __ ___-� W -1 I .> I TO REMAIN! UNDISTURBED,, � �. �, ,,, I � am � � � I 1 EM . ..... ... . ...... -1 It _,� \1 I \ \ � I 0 (-) �". ., - I 1, � 1 " �I - 9- _��n I - I � i I/ I 11 I I , I c� _r 0 Q&Q = � __ -.0 - I � I I L-1- ", _ 11 1� � : 1 � � I MONSIN !� � � * 1 jift � 1 ,,*---r ...... _ � 0000"', - �, / I \ \ . Ia_ ul) -0 n � - I \ I ., -, STREAkM (TYP.) " I / I 0 V) '1� - I I 1, - I I / I / I 'I . _-, __ __ � � 1 :7 � jjjjjjjj__�'-'�� L_ " / ; \ i . � I . ; � . ' I I � I � - '_� -1 .,� - I I ""' '' . I - / I II � I I - - ,�� � � � 1 11 \ . I g -0 C) I I �', , �, 1� 1, 11, ! 11, I/-1___1___ _ -_-11- / �,,�,l4. IN!" !I _' � "� , �� 99 L ... � I I 111; d-..., I 111A, PROPOSED TREE / , /I I JOB NO. 0) -1 I _____ ,�� " / - .1 I � �\ I _--_--i-__ I "'A' I/ / 11 i j . I .c: � ',�, I � - - � < - � ,_ - , . ',� , I I I I i - .� I I -__--- \ , . . I / \ I \ I i - - � 1, -i ll -.111-1 11 I � I - - ___________ I I I il ,, -------- �� 0 ' z �_ i \1 ROTE(CTIO '( / --- ---- _L_ - ___ i __.______ _.__ ,��,,� � --- \ 11 � _ � .... 11" � ''I'll" __ N FENCING� TP I /" V_ I , , �� � PR SED EC -1 CLASS Al I Dp / GRA P H I Q SCALE I � - C) Q) , - _____.____ ,�,' ___ , - -7 - -.1, __ , _ I _ SEDIMENT OPO I SEDIMENT i \ ..- ,__ I "" 1 -102041 � , , I, _- (TYP.) - , Z--------,/----- � __ , 0 > __ I 1-___ , I I,L 11 'NOTE: SEDIMENT BASIN 1 WILL REMAIN UNTIL CURB PROPOSED 24" DIVERSION BER / / 71PRAP OUTLET PROTECTIONO \ ' I \ \ l__ \,�, / � - __ I 1___ - __ZZ7 1 ED _ ____ I 1. � / . I ". __ 4 _11 - __ , __ --- --- cf) " i __ - I 1, / . ; D=1.4' ,, AP 3 , \ 0 \ 0 20 40 .!" - " 80 1-l"60 cn 0 � - I - � I I 1, � YI __--- I 0 U) 11 11 \ 1� --,--' . k "I I- SCALE - � � ___ r I - - , � & GUTTER IS INSTALLED ALONG BURGUNDY STREET, - .-- -- ____ - , . �, 7 , , __ I I J/ I - -1 - � - 11 I _______,_.___ / j __ / \ ____ 1/ 1, -1 0 - ____ i 1� "I I -, ��, i- , , " I I I 11 I /_1_ ; - - , ", - l, " - I I I I - - �11__ I, , , I \/- / I / - � . I i ' � . I - - _ I 1/1 111- _�, __,___ _____________. / � PHASE Ill , I i� ---�-\ I _ = If I -C - - - -1-11-1-- ----/ I ��, I � 1 PROPOSED ECA CLASS Al / ---------- ___ = u 3: . I - i I-_ - I/ -1 THE ROAD IS STABILIZED, AND LOTS 60-68 ARE ___ PHASE III ,,,,--' , Wl=4.5'; W2=13'; L=10 � , \ � � \ -_ -, \ I - 1 40 1�1_1 � 11 BASIN 2 � \ TR c,,: I I - - ,,__ ___________ __ � l 1� - . I ___ � - ,--- / \ IPRAP OUTLET PROTECTION I I 1.,. _�, I U) (D , - � , ______..____ ____.___ _ - _. � � , � . cn ". _ � - __ __ 1. I I) 11 ,,� ( IN FEET ) - 1\ i 0 00 ___ '_ - - I -1 STABILIZED. LOTS 57-59 SHALL BE CONSTRUCTED -.-,--,- �, ` ' � ' - --- \l I ____ ._ __ -1- izl��,tI �,,,� -1 � � - 11� 4.35 AC I \ c ESi �;/ \ , I I ______ _311/,Iq _� RE�S 11.17 ACR __:11 -1, -- , /5 "I �- _ � - ..... _____ ,_______ ___ ____ " i � / ,/ " i /1 W1 =1 0'; W2= 1 4'; L= 1 6'; D= 1.4' "', _� � I __', I \1 �11_ -a � - - - .___ �, \ . 1% I �, , ,�� I -.------ I \ __ __ I SHEET NO. - -,-- _ ---- � -- ---- � � '' , -, -11 ___ ___ _ __ , Z, 'O.60 Il- \ - \,__ -, �, I -:�- � - I, � \ __ ---.in.eh-------4Q f t, � __3 I ----------- ., ONCE SEDIMENT BASIN 1 IS REMOVED. C��- 0. 7 0 1 ( - .�� -------, \ "i, I _�,, ,\�,\,� --I _11, \ -1 __ -.- ,_______ � \ - __ �11'1 / _,-,� t \ I - 1� I C) - _ � '---'-'L-, ' ____ I 1� III r / \ __ I -I- I ,--. I � �__--- - Q_ ------- / - � I . __ ------- _______ I / \ I - �, \ I \ . I ; V) ______., �� __ I / � \ Al , ", \ \ �l--�-�-__-,-_-- -__ ,�, � � I 20 Q) >1 ___ _ - ___ - -1 . I i . I--- 11 I, 1, � __�� _ I_ . I i __ _ - � ______ ____..., Tc=7 min. 1\ / // "I Tc=7 min', �t �� \ - __� I, 11 \ � - L, - I 1% I L_____ = C - __ _� �''/ � - - __ - I _, � � \ I I - , I -, I- - I I � i - .�, - I," I I \ � I - C3 1 1 ORGIN SION SEDIMENT EROSION CONTROL * HANDB/OOK SPECIFICATION NUMBER Tt?OL �T 0� SA a o SAFETY FENCE 3.01 0 C, CECONSTRUCTION ENTRANCE 3.02 _ ' SCOTT R. COLLINS'Z SF —X X X— SILT FENCE 3.05 No. /3 791 1, e6 SS — ssF— SSF— SUPER SILT FENCE W/WIRE 3.05 �SSIONAL t lP iP INLET PROTECTION 3.07 DDP, P, TEMPORARY DIVERSION DIKE 3.09 `- SB FILL DIVERSION 3.10 SEDIMENT BASIN 3.14 TS rs TEMPORARY SEEDING 3.31 PS �s PERMANENT STABILIZATION 3.32 MU Mu Lu MULCHING 3.35 z w2: w O 2: 2: z o TREE PROTECTION 3.38 0 O 0 O a ¢ O O U u � fn < C� O DC oc DUST CONTROL 3.39 n �u O > O FIL TREXX DIVERSION 0 O � a Q a ui N V)p p z w p w p - — — — — - LIMITS OF DISTURBANCE > w > � w ceLu w SOILS BOUNDARY `Y w STONE BAFFLE �W/ 1i l EROSION MATTING �w■ ■� DRAINAGE DIODE NOTES: -,y 1. ALL SLOPES GREATER THAN 4:1 SHALL RECEIVE EROSION CONTROL MATTING. 2, SEPARATION BETWEEN LIMITS OF DISTURBANCE, TREE m m m m m PROTECTION, & SILT FENCE PROVIDED FOR GRAPHICAL CLARITY N o _ ONLY. LIMITS OF DISTURBANCE, TREE PROTECTION, & SILT --'--'FENCE ARE CONCURRENT ON-SITE WHERE LIMITS OF DISTURBANCE IS SHOWN. Luf ' M Lu TAi J,F' 3,3ZD SMSPECIFIC SEEDING I I TURES FOR PIEDMONT AKF8 {' t.dNlDIS'TUFRBl=a3 AREAI tt" !Y AT HIGH END OF DEVICE " POINTED UPHIII- TO PREVENT ENI IND FLOW l8" DIAM FILTREXXOB{?.XX (ALSO NET AVAILABLE IN 8*, Ir AND 24" DIAi t ) `fib F PLACED 8$7 O.C. fr'4 r •t EAOF J f ExcA�1AAiION 1' r/ r Dt3'I'iiRBM10E / ' 1 ,ti ff✓ NOTES. 1. REMOVE SEDIMENT FROM THE AT LOW END OFj DEVICE UPSLOPE SIDE OF THE SC XKm WHEN POINTED DOWNHILL A=UMULATION HAS REACHED ,t` OF E __/ TO NIT Pt�NDINIG EFFECTIVE, HEIGHT OF SQXX�1"' 13[S AREA�a ' y --( 2. SLOPES G} .TER T`l ANN iV MAY 4 .. REQUIRE ADDITKKAL STA131UZA:TIION .�' PRACTICES 3, SQxx- MAY BE WRORD AT THE TIME, OF INSTALLATION NIL I S I I1AAX. INA I ER LEVEL 4" M N IMU 1 FREEBOARD -...� ..a.._,_� .,. ... .... ._._.._ 113" 17lAtb'11WTER FI1_TREXS<.r�� SC3X.X'e. (ALSO AVA,ILAF3LE IN 8", 1.; AND 24' _ - DIAMETERS) 2" X 2" X 36" WOODEN STAKES PLACED 10'0.C. SINGLE IN TALLATION SECTION ITS.-... -----mro. FILTREXX@ RUNOFF DIVERSION SFCTION% PLAN La 3.20 11 1492 ROCK CHECK ESTTRAM CE Total Lbs. LESS OF DRAINAGE AREA: EX1'S,11NIJz Pcr Acre Minimum Care Lawn -.4 -VARUa LE (USN. 7`) GALVANIZED WIRE MESH BASKET - Commercial or Residential SECURE #'1§RE MESH TO TIMBER TREATED TIMBER 175-200 lbs. - Kentucki, 31 or ` urf"1`ype `fall. Fescue 95-100%, - Improved Perennial .Ryegrass I 0-5% - Kentucky Bluegrass 1&1 0-5% High -Maintenance Lan JffJ EXiSTR4G 5RDL D 200-250 Lbs. - Kentucky 31 or Turf -Type fall Fescue 10007. General Slope (3:1 or less) Do not use as mulch for COARSE AGGREGATE - Kentucky 31 Fescue 70' MAIN WASHRACK 128 Ibs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop � O slurry, 150 lbs. b-)w-MaintE%T1s1'no� Slope (Steeper than 3,1) 2...:..10 ACRES OF DRAINAGE AREA: I s tn° +rL C-1 - Kentucky 31 I"°e,scue lengths. Air -dared,. Do not 108 Tari. - Red Top Grass i 2 IbQ_ Seasonal Nurse Crop � 1 20 lbs. - Crsownvretch U 20 Lbs hand. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below; February, 16th through April) .............. , . Annual Rye May 1st through August 151.E ....... .......... , .. Foxtall Millet August 16th through October . , , , , . , , .... , ...... , , . Annual Rye 1'3(aiaember through FebruLar" 15t1t ............ . ...... Winter Rye Substitute 4c�ricea le pedeza for C.;`rriwnvetch east of Fartnville, Va. (May through September use hulled Ser cera, all other periods, use un tilled Se.ricea), 11 Pltatpe:ta is -used in lieu of Crcowvnv9tch, increase rite to 30 lbs./acre. All legume see i must be prcoperty inQcul4jed, Wcoping i_,c:)vegrass may be added to any slope or low -maintenance mix during wanner seeding periods; add 10-20 lbs./acre in rnLxes. > {' t.dNlDIS'TUFRBl=a3 AREAI tt" !Y AT HIGH END OF DEVICE " POINTED UPHIII- TO PREVENT ENI IND FLOW l8" DIAM FILTREXXOB{?.XX (ALSO NET AVAILABLE IN 8*, Ir AND 24" DIAi t ) `fib F PLACED 8$7 O.C. fr'4 r •t EAOF J f ExcA�1AAiION 1' r/ r Dt3'I'iiRBM10E / ' 1 ,ti ff✓ NOTES. 1. REMOVE SEDIMENT FROM THE AT LOW END OFj DEVICE UPSLOPE SIDE OF THE SC XKm WHEN POINTED DOWNHILL A=UMULATION HAS REACHED ,t` OF E __/ TO NIT Pt�NDINIG EFFECTIVE, HEIGHT OF SQXX�1"' 13[S AREA�a ' y --( 2. SLOPES G} .TER T`l ANN iV MAY 4 .. REQUIRE ADDITKKAL STA131UZA:TIION .�' PRACTICES 3, SQxx- MAY BE WRORD AT THE TIME, OF INSTALLATION NIL I S I I1AAX. INA I ER LEVEL 4" M N IMU 1 FREEBOARD -...� ..a.._,_� .,. ... .... ._._.._ 113" 17lAtb'11WTER FI1_TREXS<.r�� SC3X.X'e. (ALSO AVA,ILAF3LE IN 8", 1.; AND 24' _ - DIAMETERS) 2" X 2" X 36" WOODEN STAKES PLACED 10'0.C. SINGLE IN TALLATION SECTION ITS.-... -----mro. FILTREXX@ RUNOFF DIVERSION SFCTION% PLAN La 3.20 11 1492 ROCK CHECK ESTTRAM CE 2 ACRES OR LESS OF DRAINAGE AREA: EX1'S,11NIJz Agiadw - -.4 -VARUa LE (USN. 7`) GALVANIZED WIRE MESH BASKET 6" SECURE #'1§RE MESH TO TIMBER TREATED TIMBER 7 Free from weeds and coarse d 3' FILTERCLOTH MGL1NTAzLE BERM I ''MTH WERE STAPLES-•- -- - 115 ftEBA,Ft TO - - - - - - 1&1 SECUR T,MOER 6.5' 2111 JffJ EXiSTR4G 5RDL D 40 1 (DOWNSTREAM VIEW) Fiber Mulch VDOT If I 35 tbs. Do not use as mulch for COARSE AGGREGATE - - 70' MAIN WASHRACK FLOW 0Q) ,+� tnPTlflr�Al? � O slurry, I 4 - 6 tons 1.85 - 275 Ibs. 2...:..10 ACRES OF DRAINAGE AREA: I s tn° +rL C-1 12' MIN..! lengths. Air -dared,. Do not FILTER CLOTH EXISTING (OPTIONAAL) y F - � 1 (DOWNSTREAM VIEW) U VDOT #1 hand. COARSE AGGREGATE 4 - 6 tons 185 - 275 lbs. Tree of coarse matter, Air- ra t Z- VDUT Nl FLOW f POSITIVE DPAINACE d, Z C01ASE AGGPEG4TE nitrogen per tort. Do not B ( TO SEDIMENT DEVICE CL49S I RIPRAP Source: Va. DSWC Ill- 1.87 1932 LEVEL SPREADER ESTTRAM CE CROSS SECTION VDOT J3, #357, #5, #56 CjR EX1'S,11NIJz #57 COARSE AGGRECATIE to - -.4 -VARUa LE (USN. 7`) GALVANIZED WIRE MESH BASKET Straw or Hay SECURE #'1§RE MESH TO TIMBER TREATED TIMBER . FlurER CLOTH -_.._.--- Free from weeds and coarse {--6X6 SECURE WIRE TO OROUNO MGL1NTAzLE BERM 67 AIN. ''MTH WERE STAPLES-•- -- - 115 ftEBA,Ft TO - - - - - - 1&1 SECUR T,MOER 6.5' 2111 JffJ EXiSTR4G 5RDL D 40 1 UNDISTURBED Fiber Mulch S.^..L 35 tbs. -.. cru, e --- - LEVEL .._- LEVEL SPREADER WITH RIGID LIP A WN. PRYSIC,AL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3J9. €{IPRAR Source: "Va. DSWC and NI,C. Erosion and Sediment Contrgl Plaaqwglnl e,i n Manrtai 111 - 195 3,21. 1 R Plane 3.21-2 Plate 3.20-1 STONE CONSTRUCTION ESTTRAM CE DESIGN 76' AIR EX1'S,11NIJz MULCHES: - PRVEMENT Per 10011 sq. ft. Straw or Hay ys:1 _TI� Free from weeds and coarse RATE FILTERS CiTTH""" g"gN- A MGL1NTAzLE BERM matter. Must be anchored. 60 tCSP"fitJAL) 1&1 SIDE ELEVATION -..� . 6.5' 2111 JffJ EXiSTR4G 5RDL D 40 1 or by hand. Fiber Mulch Mrna.murn 35 tbs. Do not use as mulch for O ..._.._._.,...®.._._. 70' MAIN WASHRACK t4• MIN, 0Q) ,+� tnPTlflr�Al? � O slurry, I 4 - 6 tons 1.85 - 275 Ibs. Cut or shredded in 4-6" tn° +rL C-1 12' MIN..! lengths. Air -dared,. Do not EXISTING use in fine turf areas. Apply y F - with mulch blower or by U PAVV4ENf hand. Wood 'Chips 4 - 6 tons 185 - 275 lbs. Tree of coarse matter, Air- ra t Z- VDUT Nl z f POSITIVE DPAINACE � � HIN. Z C01ASE AGGPEG4TE nitrogen per tort. Do not B ( TO SEDIMENT DEVICE p use in fine turf arenas. Apply TR:AFRLNG p c " W$T EXTEND FULL +49DPH O > O OF INGRESS AND FORE a. PLAN VIEW 50 - 70 cu. OPERAMON Free sof coarse matter. Airy or yds. 12' MIN. dried. Do not use in fine Shredded 0- w turf areas, .Apply with t COMPACTED 3" wA T_ �z o � o z or by hand. FILTER CLOTH should be used, apply at a minimum rate of 2000 lbs,/ac, or 45 lbs./1000 sq. ft. lei s Source. Adapted from 12. V Maryian� St�rtd- r for Soil Erosion and Seditne t C'ontlol, and tea. DSWC TABLE 3.31•A LIMING REQUIREMENTS FOR TEMPORARY SITES Recomimrided Applimticon H Test of Agricultural Limesttops. below 4.2 3 taus pot lire, 4.2 to 5,2 2 tots per acre 5.2 to 6 1 tern per acre. 192 TABLE 3.35-A :()R_G�NIC MULCH MATERIALS AND APPLICATION RATES [: DESIGN RATES. I MULCHES: NOTFS: _ Per Acre Per 10011 sq. ft. Straw or Hay 1'- - 2 tans 70 - 90 Ibs. Free from weeds and coarse RATE (Minimum 2 10' 3011 matter. Must be anchored. 60 tans for 1&1 Spread with mulch blower 6.5' 2111 winter cover) 40 1 or by hand. Fiber Mulch Mrna.murn 35 tbs. Do not use as mulch for O 1500 lbs. TO STAKES OR POSTS 8c EXTEND IT INTO TRENCH winter cover or during heat, 0Q) dry periods.` Apply as < O slurry, Cori stalks 4 - 6 tons 1.85 - 275 Ibs. Cut or shredded in 4-6" O C-1 O lengths. Air -dared,. Do not use in fine turf areas. Apply y F - with mulch blower or by U 2:I- hand. Wood 'Chips 4 - 6 tons 185 - 275 lbs. Tree of coarse matter, Air- ra (J] z dried: Treat with 12 tbs U Z nitrogen per tort. Do not ¢ p use in fine turf arenas. Apply E U p c with mlilch blower, chip O > O handler, or by hand, Bark Chips 50 - 70 cu. 1-2 cu. _yds. Free sof coarse matter. Airy or yds. EXCA VA TED SOIL BACKFILLED AND1 dried. Do not use in fine Shredded 0- w turf areas, .Apply with Bark COMPACTED mulch blower, chip handler, �z o � o z or by hand. * When liber mulch is the only available mulch during periods whcn straw should be used, apply at a minimum rate of 2000 lbs,/ac, or 45 lbs./1000 sq. ft. Plata: 102 ii I So€tree: Va. DSWC 1192 3.01 SAF E T Y FE NC E, •�.- y ' II�IM�t■1�1� s m111II man i 9IIL 1 i' • ' ,- 551-�R.�-• ; <. ..rA�., PERSPEGTNE VIEW MIN, PERSPECTIVE °iIEW PERSPECTIVE VIEW j PLASTIC FLP•10E IYLCAL 'EIN` i source: Adalrtcd froth Ccsnwcd Pk*tk� and Plate 3.01-1 VD0'r l? ,,,Q .E3.t!s1°e its NOTE: PLASTIC SAFETY FENCE CAN BE UTILIZED ON THIS PROJECT FOR TREE PROTECTION AND FENCING REQUIREMENTS ON THE UPHILL SIDE OF GRADING. ALL LOCATIONS OF THE TREE PROTECTION FENCING ON THE DOWNSTREAM SIDE OF THE LAND DISTURBANCE SHALL BE EITHER METAL FENCING OR MAY BE PLASTIC FENCING IF THERE IS A DOUBLE LAYER OF E&S MEASURES OF PROTECTION IN PLACE, CONSISTING OF SILT FENCE, SILT FENCE WITH WIRE BACKING, FILTREXX SOXX, AND OR BIO -LOGS. SH, SLI MB -7D PC (" 20'-0" FIX' `,-7,NNIOM L T 1/3 " 1/ I 1 t I 1 ' N : =='11= KEYWAY i 1 LA #4 bM211:' PLAN VIEW I # 4 BAR _ _T _ I -16 -IW 1 I Ie -m -#4 STIRRU I v' #6 BAR ELEVATION VIEW 8" X 12" BARRIER VERTICAL PANELS AS REQUIRED. all SEE NOTE 9. SEE NOTE 7 al #4 BAR 1 87 #6 B OR 04 STRRUP #4 B s r ' CONNECTOR AL C�i R EACH END NOTES - 1. FOR POSITIVE CONNECTION DETALS AND DDENSK)NS SEE SHEETS 501.59 - 501.61. 2. AT THE OPTION OF THE MANUFACTURER ADDITIONAL REINFORCING MAY BE ADDED TO THE PRECAST CONCRETE BARRIER FOR HANDLING. 3 CONCRETE SHALL BE 4000 P.S.I. MM'IIIILVA 4. BARRIER DELINEATOR SIZE, COLOR AND SPACING SHALL BE IN ACCORDANCE WITH THE SPECFMATIONS. 5. COST OF DELINEATOR SHALL BE INCLUDED IN THE PRICE BD FOR TRAFFIC BARRIER SERVICE. S. OTHER PRECAST TRAFFIC BARRIER SERVICE CONCRETE DESIGNS THAT MEET NCHRP 350 TEST REQUIREMENTS AND HAVE BEEN ACCEPTED BY VDOT AS AN ACCEPT- ABLE ALTERNATE TO THE STANDARD DESIGN MAY BE SUBSTITUTED. 7. A 1" 1IU5 MAYER AMF . BE USED AS AN ALTERNATE FOR •. THE C21M S. BARRIER DELINEATOR REFLECTIVE SURFACE IN ALL INSTANCES SHALL BE FACING ONCOMING TRAFFIC. 9. BARRIER VERTICAL PMELS SHALL BE SPACED N ACCORDANCE WITH VIRG114A WORK AREA PROTECTION MANUAL. WHEN USING VDOT STANDARD MB -71) PC WITH THE PMN AND LOOP POSITIVE CONNECTION ALLOW FOR A 6'-0" DYNAtMC DEFLECTION. PROV& MIN_ 60' OF BARRIER UPSTREAM AND DOWNSTREAM OF WORK ZONE FOR ANCHORAGE. FOR APPROVED NON-VDOT DESIGNS REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR DEFLECTIONS AND ANCHORAGE. END VIEW SECTION A -A FORRRRsao BSER SYSTEMS. RATE SHEET 1OF 2 SPIMMTON PRECAST TRAFFIC BARRIER SERVICE CONCRETEFEFEMff REV. 7/05 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 501.45 512 TABLE 3.39-A ADHESMS II FOR # ROL Water1R II Dilution Type of Rate AII %ve iesive: Water i ozzle, allons Acre I Anionic Asphalt Emulsion. U,tex ]Ennilsion Rosin ]in Water Acrylic Emulsion (Non -Traffic) Actylic Emulsion (Traffic) Source: Vat.. DSWC 71 FLARE RATES * DESIGN INSIDE SHY BEYOND SPEED LINE u� MPH SHY FLARE LINE FLARE 451 Ls RATE RATE 70 10' 3011 2011 60 8' 2611 1&1 50 6.5' 2111 1411 40 1 5' 1 1611 1011 30 1 3.5 1311 811 END VIEW SECTION A -A FORRRRsao BSER SYSTEMS. RATE SHEET 1OF 2 SPIMMTON PRECAST TRAFFIC BARRIER SERVICE CONCRETEFEFEMff REV. 7/05 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 501.45 512 TABLE 3.39-A ADHESMS II FOR # ROL Water1R II Dilution Type of Rate AII %ve iesive: Water i ozzle, allons Acre I Anionic Asphalt Emulsion. U,tex ]Ennilsion Rosin ]in Water Acrylic Emulsion (Non -Traffic) Actylic Emulsion (Traffic) Source: Vat.. DSWC 71 Coarse Spray 1,200 1215:1 Fine `pray 235 4:1 Fine Spray 300 7:1 Coarse Spray 451 .5.i Coarse Spray 350 1.:, 04 �Y�_ 7scnprTrT R. COLLINS Z ,U No. 35791 Al �S"IONAL E �� c� m cn rT F- 0 -� o L r 6- L9 W . Q D �9f �g� I11 h o Q � o ATTACH FILTER FABRIC 11iT. O U o TO STAKES OR POSTS 8c EXTEND IT INTO TRENCH 0Q) X x < O 0 O a O C-1 O C•) y F - U 2:I- 0 o o ra (J] z O U Z ¢ p LU W '17 E U p c 57 O > O 0U01� _j re JOB NO. v EXCA VA TED SOIL BACKFILLED AND1 ® CNz 0- w a w COMPACTED �z o � o z 0 0 Ii iilil �:::: -1i H� ILI�Nill IIiI > lei 0 w 0 V) ° o 4"x4" TRENCH LU AS SHOWNa c to _z SILT FENCE W a O J 0 C] e, ( > U) N C o a w 1' G(�. L � BERM L w c� m cn rT cn 0 -� o L 6- L9 . Q D �9f �g� I11 h o Q � o ATTACH FILTER FABRIC 11iT. U o TO STAKES OR POSTS 8c EXTEND IT INTO TRENCH 0Q) Q) _j Q Q) x • �. w++0 OO Oi�ww! o;�o� w wwii+? = IFYZ( No �`0%www%+:%.!!ii+iiww+==_ I ' I I ' Qf �� � � � , • ..www+,�. ��:::%�'iw�iw�w+--"-= • I / I ' '? iw�iww.w+ . • •.,.,. ,.,. :o• • qq/i ail �P� � ���� �����w• 'ww+w�' +�+w _ � ♦ ♦ r //isnii moi i� un. .... .. � N 0 Nus � ����Ni .• •.• . •-•-•- ... �• � ♦ ii //1s/!!/ !N//It �� /� �u� ♦1111♦ � ♦....• "-'- 4/�illl I j/�p�•• "- 11 - 111���1l1�.�.!!�•p+.w�w�+�+�+.0 - - _. r. ' I I ' � ��1����1l�Ii�i/jjI/�f%>�f! #���:��I'l�lll�%�%u�i I 'I I I �1���1����1�1�.��.,�������� / I ' • I �.I. �►!�l1Q�l1Q�. -_____ Fml USE CHECK SLOTS AS REQUIRED. AVOID JOUNING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. U iiiiii"MMi0 lI .Iii 1=11 11 if I n 11 1111 11 11 1 • SOIL STABILIZATION BLANKET No THEA TA4 ENT 1 SOILI / AS NO SCALE REQUES7ED BY 774E ALBEU4RLE COUNTY EROSION CON7ROL INSPECTOR 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TRENCH UPSLOPE ALONG THE LINE THE WIRE FENCE AND EXTEND EXCAVATED S(01L. OF POSTS. IT INTO THE TRENCH. FLOW III ; III -III ; �r VII- FLOW w l l L EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. S� SILT FENCE (WITH WIRE SUPPORT) NO SCALE M 0 -� o L 6- L9 . Q D �9f �g� I11 o Q � o ATTACH FILTER FABRIC 11iT. U o TO STAKES OR POSTS 8c EXTEND IT INTO TRENCH 0Q) X x WOODEN STAKE 0 Y OR STEEL POST LENGTH = 5' MIN. 0 o o I CL U LU W '17 E U 0 57 Cn -a -3 0) JOB NO. O (j EXCA VA TED SOIL BACKFILLED AND1 CNz �w o COMPACTED �z o � o z 0 0 Ii iilil �:::: -1i H� ILI�Nill IIiI lei 0 w 0 V) ° o 4"x4" TRENCH AS SHOWNa c to _z SILT FENCE LIJ U0 O J 0 C] e, sF (WITHOUT WIRE SUPPORT) 3.05- 2 _ � j C o a > 1' G(�. L � BERM L Q � C C o F- o U1 V L '• 0 o a Q) _j Q Q) x • �. w++0 OO Oi�ww! o;�o� w wwii+? = IFYZ( No �`0%www%+:%.!!ii+iiww+==_ I ' I I ' Qf �� � � � , • ..www+,�. ��:::%�'iw�iw�w+--"-= • I / I ' '? iw�iww.w+ . • •.,.,. ,.,. :o• • qq/i ail �P� � ���� �����w• 'ww+w�' +�+w _ � ♦ ♦ r //isnii moi i� un. .... .. � N 0 Nus � ����Ni .• •.• . •-•-•- ... �• � ♦ ii //1s/!!/ !N//It �� /� �u� ♦1111♦ � ♦....• "-'- 4/�illl I j/�p�•• "- 11 - 111���1l1�.�.!!�•p+.w�w�+�+�+.0 - - _. r. ' I I ' � ��1����1l�Ii�i/jjI/�f%>�f! #���:��I'l�lll�%�%u�i I 'I I I �1���1����1�1�.��.,�������� / I ' • I �.I. �►!�l1Q�l1Q�. -_____ Fml USE CHECK SLOTS AS REQUIRED. AVOID JOUNING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. U iiiiii"MMi0 lI .Iii 1=11 11 if I n 11 1111 11 11 1 • SOIL STABILIZATION BLANKET No THEA TA4 ENT 1 SOILI / AS NO SCALE REQUES7ED BY 774E ALBEU4RLE COUNTY EROSION CON7ROL INSPECTOR 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TRENCH UPSLOPE ALONG THE LINE THE WIRE FENCE AND EXTEND EXCAVATED S(01L. OF POSTS. IT INTO THE TRENCH. FLOW III ; III -III ; �r VII- FLOW w l l L EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. S� SILT FENCE (WITH WIRE SUPPORT) NO SCALE 0 -� o L 6- . Q D �9f �g� I11 o Q � o ATTACH FILTER FABRIC 11iT. U o TO STAKES OR POSTS 8c EXTEND IT INTO TRENCH 0Q) X x WOODEN STAKE 0 OR STEEL POST LENGTH = 5' MIN. 0 o o U LU W '17 E U Cn -a -3 JOB NO. EXCA VA TED SOIL BACKFILLED AND1 02041 o COMPACTED 0 0 Ii iilil �:::: -1i H� ILI�Nill IIiI SCALE V) ° o 4"x4" TRENCH AS SHOWNa __ SILT FENCE �(D o0 sF (WITHOUT WIRE SUPPORT) 3.05- 2 SHEET NO. Q NO SCALE F- o PROPOSED EC-1_C1AZS_A1 SEDIMENT TRAP #1;ff RIPRAP OUTLET PROTECTION „ry \ iu=20' t W1=10; W2=15; L=9'; D=1.4' / , f t ,r r' t r I r s 1 , is i M. \� ! SEDIMENT BASIN #1 a� \ 't 1 -2a S' 1 y\ � V \ , N r` i N y ; f 1 s 1 � � f EMERGENCY OUTFALL ` ' ' f { ScS� ♦` SSPILLWAY- 499-00 TONE/ BAFFLES" f W=8' L=32 f r�;'.� CMP BARREL o f 54 LF @a 9.26% c INV IN. 493,0 INV OUT. 488.0 \' ,t l� Fti PLUNGEPOOL(SEE DETAIL BELOW),-' f 24" CMP OR i TOP OF RISER - 497.77 BOTTOM OF RISER - 493'>> * s uott0m of stone weir u ) 12.0 wet storage provided at this elevation c 14.5 °slope of wet storage sides 2.1 weir length (ft) (60A) 0.8 dry storage; i bottom of trap eleyat.on (ft) 610 dry storage required (cy).(1010, *DA) 13.1 bottom trap dimensions: crest of stone weir i 513,E top of dam elevation (ft)516 dry storage provided at this elevation (cy) 16.6 top width of darn (ft) _ 4 slope of dry storage sides 2:1 top trap dimensions N01[ Y"W'i5PILLWA'; CREST Of EMER>ENC( Z"WITHOUT drainage area (acres) 4,01 SECTION VIEW basin volumes: (using 2' contour intervals) -.1 PL UNL' FOOL mSB2 0 EDIME(T BASIN OR TRAP $T RA E .AREA elevation (ft) contour area (sf) I II -0.V DES€ate HiGH WATER (-�R` STOR4 ELEV., 49100 i q TOI E BAFFLE TO BE KEYED' 0 ROCK LEVEL m SPREADER HEIGHT OF STONE 3761.2 129,9 � INTO THE SIDES OF THE BAFFLES TO 8E EQUAL - � RISER CREST � . o o' 1.00' 496.00 TRAP/BASIN TO 3/°4 OF THE TOTAL 448.3 rev ` sTr� cE TB.AP/POND DEPTH .J 486.00' 486.00 498.00 6060.7 - -- -► - - IINFALL FOR TRAP , WET = sTQPACE 1.00' 482.00 R'IP RSI' APRON OR SLOPE PIPE) 500.00 7363,9 1348A ISN VIEW II Z 484.00 5445.0 STONE BAFFLE USE STONEBAF BAFFLE EXIST/NG o 0 0 0 0�o a o � EXISTING J 5l'w CLEA14 # T PONT t"" <- • STaE RVrXit ASTI' D448, I O.2 OR 1.00' GROUND 1.50' 1.00' 1.50' GROUND 1368.0 NOT T SCIIALE 1.00' T wetstorage: 3 STONE 2.0' 1 0.0' 5' M. \� ! SEDIMENT BASIN #1 a� \ 't 1 -2a S' 1 y\ � V \ , N r` i N y ; f 1 s 1 � � f EMERGENCY OUTFALL ` ' ' f { ScS� ♦` SSPILLWAY- 499-00 TONE/ BAFFLES" f W=8' L=32 f r�;'.� CMP BARREL o f 54 LF @a 9.26% c INV IN. 493,0 INV OUT. 488.0 \' ,t l� Fti PLUNGEPOOL(SEE DETAIL BELOW),-' f 24" CMP OR i TOP OF RISER - 497.77 BOTTOM OF RISER - 493'>> * s `! . SEDIMEN ,, T BASIN #2 l e 5 0 Lie 't 4 y `'v T 4 i" i� �Y l 1 , l .. S f` j 4b x_482 ♦ 1 S73 47 1EMERGENCY OUTFALL - 4 8 SPILLWAY 484-77 r \ f t} r s L=25' r ' \ STONEsT BAFFLESQ0 r�, �I CA 18" CMP BARREL �0 m 5o LF @3.5% INV IN.9�; 7 7 4 5 INV OUT. 478.o 0 T /! PROPOSED EG -1 CLASS Al L-RIPRAP OUTLET PROTECTION 24„CMP RISER -W1=4.5'; W2=13; L=10'; D=1.4' b %r TOP OF RISER -8 4 377 BOTTOM OF RISER - 479.75 ;PLUNGE POOL (SEE DETAIL BELOW) q tr Sediment Basin #2 Resign N01[ Y"W'i5PILLWA'; CREST Of EMER>ENC( Z"WITHOUT drainage area (acres) 4,01 �dlit 1'tYiSiiLIYdAY 2" MTHOUT basin volumes: (using 2' contour intervals) -.1 PL UNL' FOOL mSB2 0 i?ESiGkt HIGH WATER (25-''R' S7ORM EUV) elevation (ft) contour area (sf) w1urne (cy)- -0.V DES€ate HiGH WATER (-�R` STOR4 ELEV., 49100 3258,6 0 ROCK LEVEL m SPREADER 494.00 3761.2 129,9 � - � RISER CREST � . o o' 1.00' 496.00 4859.4 448.3 rev ` sTr� cE ONCEERiNG .J 486.00' 486.00 498.00 6060.7 851.9 , WET = sTQPACE 1.00' 482.00 4112.0 500.00 7363,9 1348A Z 484.00 5445.0 902.6 EXIST/NG o 0 0 0 0�o a o � EXISTING J 5l'w CLEA14 # T PONT t"" <- • STaE RVrXit 1.00' GROUND 1.50' 1.00' 1.50' GROUND 1368.0 ID 34 C.'!, j - Ar -Rt) - 1.00' T wetstorage: z 2.0' 1 0.0' 5' 2.0' 12.0' 6' wet storage required (cy) (67*DA*1.5) ! LJ 403.0 design Nigh water (ft) 499.00 dewatering orifice elevation (ft) VDOT CLAPS 49512 top of darn (ft) 5003 00 wet storage provided at this elevation (cy) II RIPRAP 403.0 top width of darn (ft) 10.0 available volurne before cleanout (cy) (51*DA) ciesirdn high water (ft) 136,3 bottom of basin (ft) 493.00 c leanout elevation (ft) tap of dam (ft) 494.45 approx bottom dimensiions: 59'xl02' distance from cleanout to orifice (ft) (> 1') TAILWATER CHECK 1.27 upstream face slope: 2:1 TW=.27, tw/DE=•24, LOW TW TW=.21, tw/DE=•14, LOW TW 476.00 downstream face slope: 3:1 dry storage: approx bottom dimensions: 32' x 58' POOL LENGTH GREATER THAN 9.6 ft (10 ft PROVIDED) BASIN LENGTH GREATER THAN ft ft PROVIDED) POOL LENGTH GREATER THAN 11.25 ft (12 ft PROVIDED) dry storage required (cy) (67*DA*1.5) upstream face slope: 403.0 baffles: NO principle spillway crest (ft) APPROACH THICKNESS= 1-14 ft (�I.5 ft PROVIDED) 497.77 length 0f flow, L (ft) 116 dry storage provided at this elevation (cy) BASIN THICKNESSo.3 ft (1.0 ft PROVIDED) 403.4 effective width, We (ft) 41.9 diameter of dewatering orifice (in) baffles: 4.0 L € We (baffles not required if > 2) 2.77 diameter of fleAble tubing (in), (orifice+2") length of flow, L (ft) 6,(7 dry storage providers at this elevation (cy) --+ n 431.1 effective width, We (ft) 54 collars: YES ri.inpff: !.1 We (baffles not required if > 2) 1,81 depth of water at spillway crest (ft) 417 C (use 0.45 for bare earth) 0,6 slope of upstream face (2:1) 2:1 tc (rrvn) collars: 10,7 slope of barrel (Sb) 9.26% 1 2yr 4.0 O 2yr 9.62 length of barrel in saturrated zone (Ls) 35.77 1 25yr 5.8 Q 25yr 15.35 number collars requiretd 2 13 slope of barrel (Sb) 3.50% dimension of collars 3.8'x3,8' principle spillway: length of barrel in saturated zone (Ls) 48.23 1 25yr 6.2 Q 25yr available head (ft) number cellars required 1.2 emergency spillway: YES dianneter riser (in) dimension of collars 24 required capacity (O25-Qp) (cfs) 0.0 spillway capacity, Qp (cfs) 16.00 bottom width (ft) 8 diameter trash rack (in) eme[geency spillway: 36 slope of ex?stchannel (ftlft) 10% barrel length (ft) required capacity (Q25-Qp) (cfs) 54 minimum length of ,exit ichannel (ft) 30 head on barrel through embankment (ft) bottom width (ft) 9,00 crest of spillway (€t) 499.00 diameter of barrel (in) slope of exist channel (ft/ft) 18 barrel length (ft) `! . SEDIMEN ,, T BASIN #2 l e 5 0 Lie 't 4 y `'v T 4 i" i� �Y l 1 , l .. S f` j 4b x_482 ♦ 1 S73 47 1EMERGENCY OUTFALL - 4 8 SPILLWAY 484-77 r \ f t} r s L=25' r ' \ STONEsT BAFFLESQ0 r�, �I CA 18" CMP BARREL �0 m 5o LF @3.5% INV IN.9�; 7 7 4 5 INV OUT. 478.o 0 T /! PROPOSED EG -1 CLASS Al L-RIPRAP OUTLET PROTECTION 24„CMP RISER -W1=4.5'; W2=13; L=10'; D=1.4' b %r TOP OF RISER -8 4 377 BOTTOM OF RISER - 479.75 ;PLUNGE POOL (SEE DETAIL BELOW) q tr Sediment Basin #2 Resign �dlit 1'tYiSiiLIYdAY 2" MTHOUT J I J'L UN BUOL SB _ -.1 PL UNL' FOOL mSB2 0 .4.29 basin volumes: (using 2" contour intervals) ~' DES€ate HiGH WATER (-�R` STOR4 ELEV., n elevation (ft) contour area (sf) ROCK LEVEL mSPREADERO ROCK LEVEL m SPREADER 476.100 11y43,0 0 C1 1.00' � . o o' 1.00' 112.5 �- i, 4.00' _� 488.00' 4.00' ' 478.00 477.00' 480.00 .J 486.00' 486.00 476.00' 476.00' ' [)AY " STQPiu'sE T F-- 1 �0 1.00' 482.00 4112.0 549.8 x WET STOAAGE Z 484.00 5445.0 902.6 EXIST/NG o 0 0 0 0�o a o � EXISTING 1.00' GROUND 1.50' 1.00' 1.50' GROUND 1368.0 1.00' T 1.00' T z 2.0' 1 0.0' 5' 2.0' 12.0' 6' SEDIMENT CCEaraCalT pawl a.tCyFb4G'E REDUCED ! LJ WIDTH=8' WIDTH=8' ® VDOT CLAPS VDOT CLASS _wet Ston CD II RIPRAD II RIPRAP wet storage required (cy) (67*DA*1.5) DESIGN VALUES DESIGN VALUES ciesirdn high water (ft) 484,77 Q=16 cfs, DE=1.1 ft, DSo/DE=.35, DI o= .38 ft, FR=1.S2, Q=1o.64 cfs, DE=1.5 ft, DSo/DE=•2, DSo= .30 ft, FR= 0.86, 481.08 tap of dam (ft) hs/DE=,8, hs=.96 ft, hs/D50=2.52 hs/DE=.75, hs=1.125 ft, hs/D50=3.75 431.1 TAILWATER CHECK TAILWATER CHECK available voolurne before cleanout (cy) (51 'IDA) TW=.27, tw/DE=•24, LOW TW TW=.21, tw/DE=•14, LOW TW 476.00 cleanout elevation (ft) BASIN DIMENSIONS BASIN DIMENSIONS approx bottom dimensions: 32' x 58' POOL LENGTH GREATER THAN 9.6 ft (10 ft PROVIDED) BASIN LENGTH GREATER THAN ft ft PROVIDED) POOL LENGTH GREATER THAN 11.25 ft (12 ft PROVIDED) 1.08 upstream face slope: 14.4 (15 BASIN LENGTH GREATER THAN 16.88 ft (18 ft PROVIDED) w APPROACH THICKNESS= 1-14 ft (�I.5 ft PROVIDED) APPROACH THICKNESS= o ft (1.5 ft PROVIDED) dry storage: c`L BASIN THICKNESS=0,76 ft (1.o ft PROVIDED) BASIN THICKNESSo.3 ft (1.0 ft PROVIDED) `! . SEDIMEN ,, T BASIN #2 l e 5 0 Lie 't 4 y `'v T 4 i" i� �Y l 1 , l .. S f` j 4b x_482 ♦ 1 S73 47 1EMERGENCY OUTFALL - 4 8 SPILLWAY 484-77 r \ f t} r s L=25' r ' \ STONEsT BAFFLESQ0 r�, �I CA 18" CMP BARREL �0 m 5o LF @3.5% INV IN.9�; 7 7 4 5 INV OUT. 478.o 0 T /! PROPOSED EG -1 CLASS Al L-RIPRAP OUTLET PROTECTION 24„CMP RISER -W1=4.5'; W2=13; L=10'; D=1.4' b %r TOP OF RISER -8 4 377 BOTTOM OF RISER - 479.75 ;PLUNGE POOL (SEE DETAIL BELOW) q tr Sediment Basin #2 Resign �dlit 1'tYiSiiLIYdAY 2" MTHOUT Cia,S1 Sift EMERGENCY SPILLWAY drainage area (acres) 0 .4.29 basin volumes: (using 2" contour intervals) O DES€ate HiGH WATER (-�R` STOR4 ELEV., n elevation (ft) contour area (sf) volume- (cy) € 476.100 11y43,0 0 C1 478.00 1928.f} 112.5 �- i, MSER CREST 480.00 2918.0 290.7 ' [)AY " STQPiu'sE T F-- ¢EYtAT1ERi3� 482.00 4112.0 549.8 x WET STOAAGE Z 484.00 5445.0 902.6 ��' ins 486.00 6878.0 1368.0 0 Q z <W SEDIMENT CCEaraCalT pawl a.tCyFb4G'E REDUCED ! LJ U eL ® TO 34 C.Y.f ACRE) _wet Ston CD Lei 1i wet storage required (cy) (67*DA*1.5) CL 431,1 ciesirdn high water (ft) 484,77 dewatering orifice elevation (ft) z 481.08 tap of dam (ft) 486.00 wet storage provided at this elevation (cy) 431.1 flap width of dam (ft) 10.0 available voolurne before cleanout (cy) (51 'IDA) 218.8 bottom of basin (ft) 476.00 cleanout elevation (ft) W 480.00 approx bottom dimensions: 32' x 58' distance from cleanout to orifice (ft) (> 1') » 1.08 upstream face slope: 2:1 w downstream face slope: 3:1 dry storage: c`L �y /i � Uj dry storage required (cy) (67'DA` 1,5) 431.1 baffles: YES principle spillway crest (ft) ce 48:3.77 length of flow, L (ft) 98 dry storage providers at this elevation (cy) --+ n 431.1 effective width, We (ft) 54 diameter of dewatering orifice (in) U 5,0 !.1 We (baffles not required if > 2) 1,81 diameter of flexible tubing (in) (orifice+2") Iii TO U L9 collars: YES runoff: depth of water at spillway crest (ft) 7.77 C (use 0.45 for bare earth) 0,6 slope of upstream face (Z 1) 2:1 tc (min) 10 13 slope of barrel (Sb) 3.50% 1 2yr 37 Q 2yr 9,52 length of barrel in saturated zone (Ls) 48.23 1 25yr 6.2 Q 25yr 17.55 number cellars required 2 x U N dimension of collars 47 x 47 principlepillway: N available head (ft) _j 1.0 eme[geency spillway: YES diameter riser (ir)) 24 required capacity (Q25-Qp) (cfs) 8.0 spillway capacity, Qp (cfs) 9.52 bottom width (ft) 10 diameter trash rack (in) 36 slope of exist channel (ft/ft) 4% barrel length (ft) 50 minimum length of exit channel (ft) 25 head on barrel through embankment (ft) 6.27 crest of spillway (ft) 48477 diameter of barrel in 18 ,a• 0 1 r® Y I € tea. 1" � SCO _ STT R. CO LLINS No. 35791 11-1 &SIONAL i - w z w s 3 o� U_ 00 L� SEDIMENT BASIN SO) -2 s» TOPSOIL i Z c Cn , o EXISTING GROUND ZD Q NTS '� z EMBANKMENT HEIGHT 10.0' LL o 10, 36" DIA. 15" HIGH' o TOP OF DAM ELEV. =486.00 16 GA. GAL V. STEEL LL.1 W ANTI -VORTEX DEVICE �� � z o 25 YR. STORM 1.0 MIN. ELEV. = 484.77' o f RISER TOP ELEV. = 483.77' 1.0' MIN . 24 " DIA. CMP RISER uuri U 1' SCARIFIED KEY FOR 2 11 DIA. DEWATERING COHESION- o jo DEVICE INV. OUT= 478.0 UPSTREAM TOE OF DAM •_.. " EXISTING GROUND ' o LEV = 476 0 __T ' o MIN. 30 COMPACTED __.. F SOIL OR AGGREGA TE OVER _ BOTTOM OF BASINBASE PLATE a o ELEV. = 476.00 8x8 x1/4°' THICK GALV CLAY CORED DAM co STEEL BASE PLATE KEYED INTO THE U EXISTING GROUND ,,, LU INV. IN = 479.75' o 18" CMP JOB N0. (2) 4.7' X 4.7' GAL V. STEEL LENGTH=50' 102041 -2c) <'-D7 ANTI -SEEP COLLARS SLOPE=3.5% U) o SCA�LE ��/ AS Sl/I OWN o 3 V)Q) EV) o O SHEET NO. a ° Q) Q 23 �c I- 0 L9I�- 0 O Ike n o O U iJ O Ur C1 F-- r Z LU ZD ��' ins UQ 0 Q z <W U fi ! LJ U eL ® CD Lei 1i CL �w 2 z w a iz U W w W < I » " z w o 0 c cn z Z c`L �y /i � Uj UC O O ce --+ n s 3 o� U_ 00 L� SEDIMENT BASIN SO) -2 s» TOPSOIL i Z c Cn , o EXISTING GROUND ZD Q NTS '� z EMBANKMENT HEIGHT 10.0' LL o 10, 36" DIA. 15" HIGH' o TOP OF DAM ELEV. =486.00 16 GA. GAL V. STEEL LL.1 W ANTI -VORTEX DEVICE �� � z o 25 YR. STORM 1.0 MIN. ELEV. = 484.77' o f RISER TOP ELEV. = 483.77' 1.0' MIN . 24 " DIA. CMP RISER uuri U 1' SCARIFIED KEY FOR 2 11 DIA. DEWATERING COHESION- o jo DEVICE INV. OUT= 478.0 UPSTREAM TOE OF DAM •_.. " EXISTING GROUND ' o LEV = 476 0 __T ' o MIN. 30 COMPACTED __.. F SOIL OR AGGREGA TE OVER _ BOTTOM OF BASINBASE PLATE a o ELEV. = 476.00 8x8 x1/4°' THICK GALV CLAY CORED DAM co STEEL BASE PLATE KEYED INTO THE U EXISTING GROUND ,,, LU INV. IN = 479.75' o 18" CMP JOB N0. (2) 4.7' X 4.7' GAL V. STEEL LENGTH=50' 102041 -2c) <'-D7 ANTI -SEEP COLLARS SLOPE=3.5% U) o SCA�LE ��/ AS Sl/I OWN o 3 V)Q) EV) o O SHEET NO. a ° Q) Q 23 �c I- 0 L9I�- O Ike n s 3 o� U_ 00 L� SEDIMENT BASIN SO) -2 s» TOPSOIL i Z c Cn , o EXISTING GROUND ZD Q NTS '� z EMBANKMENT HEIGHT 10.0' LL o 10, 36" DIA. 15" HIGH' o TOP OF DAM ELEV. =486.00 16 GA. GAL V. STEEL LL.1 W ANTI -VORTEX DEVICE �� � z o 25 YR. STORM 1.0 MIN. ELEV. = 484.77' o f RISER TOP ELEV. = 483.77' 1.0' MIN . 24 " DIA. CMP RISER uuri U 1' SCARIFIED KEY FOR 2 11 DIA. DEWATERING COHESION- o jo DEVICE INV. OUT= 478.0 UPSTREAM TOE OF DAM •_.. " EXISTING GROUND ' o LEV = 476 0 __T ' o MIN. 30 COMPACTED __.. F SOIL OR AGGREGA TE OVER _ BOTTOM OF BASINBASE PLATE a o ELEV. = 476.00 8x8 x1/4°' THICK GALV CLAY CORED DAM co STEEL BASE PLATE KEYED INTO THE U EXISTING GROUND ,,, LU INV. IN = 479.75' o 18" CMP JOB N0. (2) 4.7' X 4.7' GAL V. STEEL LENGTH=50' 102041 -2c) <'-D7 ANTI -SEEP COLLARS SLOPE=3.5% U) o SCA�LE ��/ AS Sl/I OWN o 3 V)Q) EV) o O SHEET NO. a ° Q) Q 23 �c I- 0 L9I�- ��' CL CD 1J l o (j 4- Z_ iz U w �z < I » " z o 0 c cn z Z Ld �y /i u) 0 U UC O O --+ n IV) U O Iii U L9 016 0N 10 < U) 0 L Z Ic%x x U N < N _j Ll I o L lC) Q r Q� o s 3 o� U_ 00 L� SEDIMENT BASIN SO) -2 s» TOPSOIL i Z c Cn , o EXISTING GROUND ZD Q NTS '� z EMBANKMENT HEIGHT 10.0' LL o 10, 36" DIA. 15" HIGH' o TOP OF DAM ELEV. =486.00 16 GA. GAL V. STEEL LL.1 W ANTI -VORTEX DEVICE �� � z o 25 YR. STORM 1.0 MIN. ELEV. = 484.77' o f RISER TOP ELEV. = 483.77' 1.0' MIN . 24 " DIA. CMP RISER uuri U 1' SCARIFIED KEY FOR 2 11 DIA. DEWATERING COHESION- o jo DEVICE INV. OUT= 478.0 UPSTREAM TOE OF DAM •_.. " EXISTING GROUND ' o LEV = 476 0 __T ' o MIN. 30 COMPACTED __.. F SOIL OR AGGREGA TE OVER _ BOTTOM OF BASINBASE PLATE a o ELEV. = 476.00 8x8 x1/4°' THICK GALV CLAY CORED DAM co STEEL BASE PLATE KEYED INTO THE U EXISTING GROUND ,,, LU INV. IN = 479.75' o 18" CMP JOB N0. (2) 4.7' X 4.7' GAL V. STEEL LENGTH=50' 102041 -2c) <'-D7 ANTI -SEEP COLLARS SLOPE=3.5% U) o SCA�LE ��/ AS Sl/I OWN o 3 V)Q) EV) o O SHEET NO. a ° Q) Q 23 �c I- 0 100 ( �t I JI i EARTHEN EMERGENCY ;+ j I ----._OUTFALL SPILLWAY -- �� _I1! ELEV. 485 W=15, L=90 24" RCP RISER TOP OF RISER - 492.00 BOTTOM OF RISER - 487.5 ;4) ;o" CMP BA EL -,o LF @ 1.2So NV IN. 487.50 NV OUT. 487.00 30" CL. III RCP BARREL` 67.5 LF Qa o.5o% - - - INV IN. 476.29 S INV OUT. 47595 _ SEDIMENT BASIN #3 �? 1"=20' 3 S � `, f; ' u Ua : Sf - \ STONE BAFFLES J �'r s 24" CL. III RCP RISER TOP OF RISER - 483.54 BOTTOM OF RISER - 476.29 r Sediment Basin #3 Design - drainage area (acres) (<3) 0'.17 MIK VW 9P!LLW',tA'' T YATHOUT CREST OF EMERGENCY SPL LWAY drainage area (acres) � 9.97 DE504 HIGH WATER basin volumes; (using 2' contour intervals) vlume(cy) ., Eta. (25-'fR' STORM Ct�Fx', F ---- - elevation (ft) contour area (sf) volume (cy) 0-5; +-r 472.00 1142,6 0 hkJ 1 Ci 482,00 707, O 474.+30 2170.6 120,7 RISE,REST 483.00 924, 0 476.00 3330.9 32.3.2 " WY " STORAGE �' .. � �.- .......... :1- DE ATrPxt N 484.00 1166.0 478.00 4642.7 617.6 WET . STORAGE � 480,00 6077.4 1013.4 fcevaaT1 IOCINAL 481.00 6844,0 1252,6 � i �rrr ccs POINT {Nrk ELM wet storage. 402.00 7640.2 1520.6. STORCLEAI �3+.9CEQ M)C £ T�7 3.0 ../ ACRE) wet storage required (cy) (67"D,A*1.5) 484.00 9310-4 2147,4 + IA bottom of stone weir (ft) 4136.00 11082.0 .2901.7 o �; z wet storage provided at this elevation (cy) Wet storaoe: 0 ° °� w slope of wet storage sides Wet storage required (cy) (100.5*DA) 1002,0 design high water (ft) 465.0Q, dewatering orifice elevation (ft) length (ft) (PxDA) 479.94 top of darn (ft) 486.00 Wet storage provided at this elevation (cy) bottom Orn 0f trap elevation (ft) 1002,0 flop Width 0f darn (ft) 10.0 available volume before cleanout (cy) (min. 51*DA 50 .5 bottom of basin (ft) 472.00 cleanout elevation (ft) top of slam elevation (ft) 477.26 approx bottom dimensions: 10" x 100' distance from cleanout to orifice (ft) (> 1') top width of dam (ft) 2.68 upstream face slope: 2:1 2:1 top trap dimensions d downstream face slope: 3.1 ## st9 qr -rp U.J V > W dry storage required (cy) (100.5*DA) 1002.0 baffles: YES principle spillway crest (ft) w 483.54 length of flow, L (ft) 108 dry storage provided at this elevation (cy) M 1002.0 effective width, We (ft) 44 diameter of dewatering orifice (in) 8.0 L / We (baffles not required if > 2) 2.45 diameter of flexible tubing (in) (orifice+2") 0 1t1.0 a m a Z collars: YES runoff: depth of water at spillway crest (ft) 11.54 C (use 0.45 for bare earth) 0.6 shape of upstream face (Z:1) 2:1 tc (riling) 8 slope of barrel (Sb) 0.50% 1 2yr 4.5 Q 2yr 26.92 length of barrel in saturated zone (Ls) 70.66 1 25yr 6.5 Q 25yr 42.77 number collars required 2 c L LJ t dimension of collars 6.5' x 135 principle spillway: r O a U available head (ft) 1,5 orneency spil�way_v YES diameter riser (in) 24 required capacity (Q25-Qp) (cfs) 15.9 spillway capacity, Qp (cfs) 26:92 bottom width (ft) 90 diameter trash rack (in) V 36 slope of exist channel (ft1ft) 4% barrel length (ft) 67.5 minimum length of exit channel (ft) 18 head on barrel through embankment (ft) � 9.05 crest of spillway (ft) 485,00 diameter of barrel in) Lf J 0 o a SEDIMENTTRAP #3 v , �:► S SEDIMENT TRAP STONE WEIR W=12; L=1.5'; D=2.0' Sediment Trap 3 design drainage area (acres) (<3) 0'.17 v*per trap vralumes: � CREST OF STONE WEIR ..-=-"-�. elevation (ft) area (sf) vlume(cy) ., Eta. -- - 481,00 516,0 - 0.0 r'T +-r (N ........... 482,00 707, O 22.6 DRY STORAGE VMsALU 483.00 924, 0 52.7 114 © 484.00 1166.0 01.3 ��UU F LVET S 01Phw- fcevaaT1 IOCINAL z z {Nrk ELM wet storage. CN 0 wet storage required (cy) (67"D,A*1.5) 17.1 KATE , a=IE + IA bottom of stone weir (ft) 482.0 o �; z wet storage provided at this elevation (cy) 22.6 0 ° °� w slope of wet storage sides 1.1 z w °z WW> length (ft) (PxDA) 1.5 .weir dr store: y 9 W bottom Orn 0f trap elevation (ft) 481; dry storage required (cy) (67*DAA 1.5) 17.1 bottom trap dimensions: fl. 22'x 26 crest of stone vii 483.0 top of slam elevation (ft) U� 484 dry storage provided at this elevagtion (cy) 30.1' top width of dam (ft) 4, slope of dry storage sides 2:1 top trap dimensions d 34' X 38" TURBIDI-Y BARRIERS are a BMP designed to restrict the 7lt 'vv of edifnemt laden store-roiater n_Inof from a con -true -tion site, to keep it c.oritained in a limirted area, and •:allcg'vsf the sediment to ,tittle out before being Carried It"to ,;-:0jacent or loininq 'se's+'ateramour':ses, TOU(s H X31.1"(' Ti_lrbidity Barriers are ria"ii_Ifactured by AEF' -i -LO, Inc., the '-xorld s largest producer ipf tiese critical devices, FLOAT! NG TURBIDITY BARRIERSc:c;nsirc of ,abirpflatarion boorn, anirf 1perviru_s fabric Curtain e<<tendinq under',.,v,atte-r, and a iiea'vv g.alvani.:ed steel '-e,alIed Into ahem along the entire bottGirl of the curd art to p rc-iv i d e. 1=3a!Ia-f; to I:.:eep the cu stain veftiIcal in the',% -'.ate r, Enid he ria= are ��ealed around a ripe and grornrif ted to all1o'v;= .atia�ehroentto eachoth er'with rope or boItinLtrt /va iijers, CoIor i= fouah G u v Yelt0v,la Type I ............: ry................ ................... _..... f - LU b o d W Ty pe I is the mo5r= frecq'uer-ftiv specified barcier- in file TOUGH Gt._U'°" line. lit is recommended for cor�i_tructfi�n =1fi�5 Ioca,_ed in protected areas li-iat are expo -sed onh/ to ligl'it %,%cif ds, aril to Cur rent 'i'`L-''-1 l_I(.:afi_ e,-. of less than one foot Per sec-ond, This '-5 site "pe of e mayinclude ponds, shallo%,.%,.' 1,akes, m.;ll =t-snr s ,�rnd m,�rW,'€ e6 , ;Ar -i h"oi-,a=ire. Ci--insi.- €ng of 'sL:%nl:e-s Cir- i4o 1cr-ete hli ccs m,a1'' berequired to maintain the barrier- i n Its real lred pins it ons B;r'riP-r° rect,irt are e"iIDir':by r"i pi -:I,-;dna or ny,Ion tiLns %';+hich Illl.1stbe- furni_hed b obiers, _ oP � ( SCOTT R. COLLINS'� No. 35791 o��sslnNAL E�r'�� � L9 r i o h h rN N r'T +-r (N z O CN © 0 ��UU z z CN 0 In CO do M CN o �; z CNg 4 "V 0 ° °� w o Ln¢ o> z w °z WW> w UO Ly W rY Ce 0 LIJ fl. LU z U� M d EUj d L a (1) m )j1 .J U ® U.J V > W ce w w o a M � o � L9 r i o h h rN N r'T +-r (N z CY) CN L9 z CY) CN ly CN C M CN o �; z CNg 4 "V ° °� w w °z WW> N C) z 0 LIJ 6 J �J �o z U� � o 0a 0-6 L a (1) m )j1 .J U ® U.J (�C °V o U L L9 a o a M o U0 = 3 m 0 a m a Z x o x U O N $ � 1 � i -+�-+ Q �, N 7 � O U- -Y L LJ t T CO3 ° E 0 Ul r O a U D (D z 7 z n VJ M wa o w z U i V Z O \ uLLJ LLJUcn W a a � z Lf J 0 o a CO LIJ O T c Q U JN W o ° 0 cu) r j U C .6 U 15 O U N � X0 N N E © N U a O C Cs4 U U -0 0 W W = U ,_ O N U) -a ° JOB NO, c 102041 o 0 N cn O SCALE ° -a A° //t� S SHOWN a 3 m m c m ° o SHEET NO. Q ° 24 Q o T � a f- a IItPOST-DEVELOPMENT X_' PRE-DEVELOPMENT� IIIIIIISCOTT R. COLLINSZ ---- --- - ----- IIr-) No. 35791 f tIIONAL IIIiIIX/ IIIr ItIIIIO.L.F.' IIIIz z A ELE z W z W SUR VEY _r\0001 I0 Z z z IColl § < 0 tIS SURvC I0 U 0 U U U IV V Ul) (D 0 > 0 I`O, MENT,' RE DEVFLJ2,_ IrAki1AOF FUTU P, MAL 'ZE-�/ U U UJ a- LU zo --PARCEL- REQUIREV IiI111111111111111 tImp > LLJ uj IIUJ 12' 100' C.F. UJ V POST- DEVELOPMENT D.A. IIITOTAL AREA=3.89 AC Tc=O 01 hr.,/,, /I IIA ELEV.- 4' 3.89 AC (ON-sITE) .#1B luu Tc=0.15 hr. II% IMPERVIOUS, i=21% (WA TER QUALITY) IOFF IIIf hr. IA r. XISTIN ITC_ IO.L.F. ICN=67.0 (DETENTToN) BASIN c= SITE ELEV, 6 I42 ITciLG'.09 h III --SOT r! , /, iIIIIlIIIY /�y Ir II6U' C.F D. A. 0) V, 4 ELt.V.=,/qU Iy, DEV IVELOPMENT D.A. #1A TQ=0.05 hr. TOTAL AREA=3.89 AC S/ TE) -WAIE ZEA=10.96 AC II3.89 AC (ON ITc=0.15 hr, R �UALITY,\ L9 II(ON S1 7E) IITY GRASS IE CV5 II/CN=67.0 (DETEN17ON) W, 2.69 AC (OFF- si TE) 1 IMPERVIOUS, i=21% (WATER QUALITY) WA II(WA TER QUALI' % IMPERVIOUS, i=57% CN �.CN=81.7 (DETEN770N) IIII c=0.23 hr. 2 Ico IIII7 IIIITOTAL AREA=4.22 AC VELOPMENT D.A. #1A I3.91 AC (olv-sITE) I0.31 AC (OFF-SITE) �A IC:) IITc=0.26 hr. IPON) - -_ PRE �DEVELQPME T D. A.-.#1 B CN=55.2 (DETEN CF) -U IAREA=10.63 AC IZ LIJ I-823 AC (ON-S17E) z 2.40 AC (OFF-SITE) III q Tc=0.26 hr. 0 1IJ C: Cf) o l'V, LLJ I< z CN=63.4 (DETENTION IIIILLJ I0 IIIItPROPIUSiLOV E N IV IT IPOST- DEVELOPMENT D.A. #1 6 E_XTENE Fl LU IIUJ T TAL AREA=3.89 AC -SITE) II.89 AC (ON ITO�, IIISTORMVIATEk C-1 Tc=0.15 hr. > IIz _'7 1) QU A F 0 L9 % IMPERVIOUS, i=21% (WATEP QUALITY) CN=67.0 (DETENTION) ---- -- ItIIIIx In,, IIIIf Q) ItI0 IIUJ I__J IIIIU A L tj�, II0 200 4 'ffALE < APHIC IIIIII1C 00 200 400 II 50 100 IIIIU_ I------- ------- -4 UJ V) IIII IIIZ) z 100 ft. It.. . . .. ... .... --------- 172, I100 iftj IN FEE� ryoo SWM NOTES: x U) < ITHE PROPOSED DEVELOPMENT CREATES IIxo,70� 0 I / ) I I I , t, I i 0 MI 3,B_1 5 L. "a 17, Ui L(POST) TOTAL 45.23 LBS TOTAL PHOSPHOROUS LOAD ILLJ PER YEAR. THE PRE-DEVELOPNENT CONDITION CREATED L(PRE) TOTAL 17.69 LBS PER YEAR, IreI0 IIIIr V� C LLJ IIREQUIRING A 65% REMOVAL RATE. �IOLWAC; 57 2V, UJ I.THE PROPOSED ENHANCED EXTENDED DETENTION FACILITY ON-SITE PROVIDES 50% PHOSPHOROUS tShort Versionew Computatiocm For Wofkaheets 2 - 6 IlWater Protection Ovfiriarze� iviodifi-I scerrefe Metim, REMOVAL FOR 10.96 ACRES OF THE SITE (D.A. #1A). THIS PORTION OF THE SITE HAS AN I(POST) IID C-) EQUAL TO 57%, AND L(POST) CONTRIBUTING 37.88 LBS/YR OF THE TOTAL 45.23 LBS/YR (SEE TR 55 worksheet 2: Runoff Curve Number and Runoff TR 55 Woflisheet 3� Time of Concentfation (TJ or Travel Time (Tt� U) UJ Pa 'CALCULATION BELOW). DRAINAGE AREA #1B CONTRIBUTES 45.23 37.88 7.35 LBS/YR OF aeProject� EstejPark Designed BT KKW, PE Date: 4/17/2012 Project: Estes Parl( Designed By: KKW, PE Date: 4/17/2(012 -PHOSPHOROUS. Location: AdjacIent to 3401 Worth Crossing Checked By: KI(W, PE Date: 4/1-7/2012 Location: Adjacent to 3,101 Worth Crossing Checked By: KKW, PE Date: 4/17/2CO12 -.2 ChelOne: Present Checkone: Present X Developed X IIProject Or ainage Area X Developed X i0 CheckOne: T, X T, Through subarea n/a L RV(POST) 0.05 + 0.9 I(POIST) 0.05 + 0.9 0.57 0.56 mmi UJ Q) 0 L(POST) � 8.77 X RV(POST) X C X A � 8.77 X 0.56 X 0.70 X 10.96 37.88 LBS/YR (D.A. 41 A) .'.Runoff curveNum er(CN) M001 Segment I D: Sheet Flow: (Applicable t T,only) I Surface descr ption (Table 3-1) 2 Manning's ro ghness coeff., n (Table 3-1 3 Flow length, L (tot@[ L < 100) (ftj Pj aofm Ci,nacoore hictar. 0 *CALCULATION PER GLENN BROOKS ENGINEERING SIMPLE METHOD SPREADSHEET D.A. 41A D�A. #1B 0 0 0 (Developed) (Devel0cred) Dense Grass Dense Grass 0.24 0.24 100 75 P paacipitvol, R�, Project: Estes Park Location: Adjacent to 3401 Worth Crossing Check One: Present X Developed X TR 55 Worksheet 4: Graphical Peal< Discharge Method Designed By: KIKW, PE Checked BT KKW, PE A pa-.,Ie�t ariza i?� ac"s in aTe, A i �Ss THE EED POND REMOVES 50% 0)F THE 37.88 LBS/YR LOADING. THE REMAINING LOAD FROM S il name and RR DRAINAGE AREA #1B, AND THE LOAD OUTFALLING FROM THE EED POND CONTINUES TO THE FOREST Area RR %RR LAKES REGIONAL POND WHERE IT AGAIN RECEIVES 50% REMOVAL. THE COMBINED EFFECT IS THAT Calculated'S' Description THE FINAL REMOVAL RATE ACHIEVED IS 70.9%. percent impervious; unconnected/ connected CN (Acres) CN x Area total product/ Value 0.97 Appandi x A) 37.88 LBS/YR LOAD (D.A. #1A) X 50% REMOVAL EED POND 18.94 LBS/YR REMOVED 12, Lot Af L32 acurs I),,[ 1 3 p-, r Ao 46,014 14 I, I se 18.94 LBS/YR REMAINING + 7.35 LBS/YR LOAD (D.A. #1B) 26.29 LBS/YR tot a] area eieS7 D pa�khl 26.29 LBS/YR X 50% REMOVAL REGIONAL POND = 13.15 LBS/YR PHOSPHOROUS REMOVED 0.06 Unpaved 662 0.060 r I 4 I'll !;458 98 0.00 (1 8.94 + 13.15) LBS REMOVED PER YR / 45.23 LBS CREATED PER YEAR 70.9% RR Drainage Area Description D.A. 41A (Present) Drainage Area Description D.A� 4113 (Present) M,�70 x 0.70 Drainage Area Drainage Area Drainage Are Description Description Descriptiona D.A. #1B (Developed) Drainage Area Description Arel 98 yara,; a"'d Ka(I,760 x0.0,9 50�942 yard, gild t�f 3_-6.065'x0,08 REMOVAL RATE SATISFIED: 70.9% > 65% ? YES L.0 U-1 U) U) (n 13 -0 E (1) - U 0 (Present) 0.0066 0.0166 0.0171 0.0061 Runoff curve nurnberCN= Woods in Good Condition 55 4.09 225.0 Segment I D: Sheet Flow: (Applicable t T,only) I Surface descr ption (Table 3-1) 2 Manning's ro ghness coeff., n (Table 3-1 3 Flow length, L (tot@[ L < 100) (ftj D.A ' 41A (Present) Woods Light Underbrush 0.4 100 Cover description D.A. 41A D�A. #1B 0 0 0 (Developed) (Devel0cred) Dense Grass Dense Grass 0.24 0.24 100 75 0 Project: Estes Park Location: Adjacent to 3401 Worth Crossing Check One: Present X Developed X TR 55 Worksheet 4: Graphical Peal< Discharge Method Designed By: KIKW, PE Checked BT KKW, PE Date: Dat'ei Drainage Area S il name and (Cover type, treatment, and hydrologic condition; Runoff, q- inches Area Product of CN (weighted) - Calculated'S' Description by group percent impervious; unconnected/ connected CN (Acres) CN x Area total product/ Value 0.97 Appandi x A) impervious area ratkal CD1 tot a] area (D 5 Land slope, s ft/ft) 6 Compute Tt - 0,007(n -L)"] / P,os 5- Shallow Concentrated Fl, w: 7 Surface descr ition (paved or unpaved) 8 flo. Length,: RtJ 9 Watercourse lope, s (ft/ft) 0.06 Unpaved 662 0.060 0.04 Unpaved 1031 0.041 Impervious Areas- Onsite 98 0.00 0.0 Drainage Area Description D.A. 41A (Present) Drainage Area Description D.A� 4113 (Present) D�A. tF1A Drainage Area Drainage Area Drainage Are Description Description Descriptiona D.A. #1B (Developed) Drainage Area Description Impervious Areas- Offsite 98 0.00 0.0 L.0 U-1 U) U) (n 13 -0 E (1) - U 0 (Present) 0.0066 0.0166 0.0171 0.0061 Runoff curve nurnberCN= Woods in Good Condition 55 4.09 225.0 55.2 8.12 10 Average ve1cR ty, V (Figure 3-1) (ft/5) 11 T, � L / 3600- Grass/Lawns in Good Condition (75%+ Groundcover) 61 0.13 7.9 JOB NO. Impervious Areas- Onsite 93 0.02 2.0 0 0 D.A. #1B 0 Impervious Areas- Offsite 98 150 147.0 If I2. (Present) B Woods In Good Condition 55 5.04 277.2 63.4 5.76 Grass/Lawns in Good Condition (7S%+ Groundcover) 61 4.07 248 3 pervious Areas Onsite 99 S.08 497.9 D.A. #1A �rmnpervious Areas- Offsite 98 1.06 103.9 (Developed) B Woods in Good Condition 55 0.05 2.8 81.7 2.24 Grass/Lawns in Good Condition (75%+ Groundcover) 61 4.77 291.0 Impervious Areas- Onsite 98 0.83 81.3 D.A. #1B Impervious Areas- Offsite 98 0.00 0.0 (Developed) B Woods in Good Condition 55 1.20 66,0 67.0 4.92 Grass/Lawns in Good Condition (75%+ Groundcover) 61 1�86 113.5 Segment I D: Sheet Flow: (Applicable t T,only) I Surface descr ption (Table 3-1) 2 Manning's ro ghness coeff., n (Table 3-1 3 Flow length, L (tot@[ L < 100) (ftj D.A ' 41A (Present) Woods Light Underbrush 0.4 100 D.A. N1B (Present) Dense Grass 0.24 too D.A. 41A D�A. #1B 0 0 0 (Developed) (Devel0cred) Dense Grass Dense Grass 0.24 0.24 100 75 0 Project: Estes Park Location: Adjacent to 3401 Worth Crossing Check One: Present X Developed X TR 55 Worksheet 4: Graphical Peal< Discharge Method Designed By: KIKW, PE Checked BT KKW, PE Date: Dat'ei 4/17/2012 4/17/2012 0 < Runoff, q- inches 0.42 U x Q) (1) E 4 Two-year 24- our rainfall, P, (in.) 3.7 3.7 3.7 3.7 RRM11- �f,Q InIh'el 1�93 3.59 D.A� 91A (Developed) Run. �f,Q- 0.97 2.24 D.A. #iB (Developed) CD1 (D 5 Land slope, s ft/ft) 6 Compute Tt - 0,007(n -L)"] / P,os 5- Shallow Concentrated Fl, w: 7 Surface descr ition (paved or unpaved) 8 flo. Length,: RtJ 9 Watercourse lope, s (ft/ft) 0.06 Unpaved 662 0.060 0.04 Unpaved 1031 0.041 0.04 Unpaved 100 O�040 0.08 Unpaved 805 0.092 1. Data Drainage Area Description D.A. 41A (Present) Drainage Area Description D.A� 4113 (Present) Drainage Area Description D.A. 91A (Developed) Drainage Area Drainage Area Drainage Are Description Description Descriptiona D.A. #1B (Developed) Drainage Area Description Drainage Area Description U (N ri LU 0 L.0 U-1 U) U) (n 13 -0 E (1) - U 0 Drainage Area (Am) in miles' - 0.0066 0.0166 0.0171 0.0061 Runoff curve nurnberCN= 55�2 4 81.7 7,0 Time of concentration ffc)� 0.26 0.26 0.23 0.15 10 Average ve1cR ty, V (Figure 3-1) (ft/5) 11 T, � L / 3600- 3.9 3.2 3.2 4.8 JOB NO. Rainfall distribution type= I I I I I I I I Pond and swamp areas spread throughout the watershed= 0 0 0 0 Flow: 12 Cross sectional flow area, a (112) If I2. 102041 SCALE IChannel 0 > In Q) V) 0 m Frequency -years 2 10 2 10 2 10 IWO VVAIER QUALITY SWALES HAVE BEEN ADDED TO THE PLANS TREATING 0.94 13 wetted perim2ter, P, (ft) 1 5�6 3. Rainfall, P (24 hour)- inches 3.7 S.6 3.7 3.7 5.6 ftnrA,veiaour cover 2. Ru off 14 Hydraulic radi is, r - a/P, (ft) C5 ACRES OF D.A. ;41B. THE WQ SWALES HAVE A REMOVAL RATE OF 35% ANin PFNAmx- n -7A i pq /YP 4 Initial Abstraction la- inches 1 624 1 624 -TI-521152 - 0 983 D 983RV(POST) = O�05 + 0.9 - I(POST) = 0.05 + 0.9 * 0.35 = 0.36 L(POST) = 8.77 X RV(POST) X C X A = 8.77 X 0.36 X O�70 X 0.95 2.10 LBS/YR (SWALES) F2.10 LBS/YR LOAD (D.A. #1A) X 35% REMOVAL EED POND = 0.74 LBS/YR REMOVED (SWALES) V 15 Channel SIOPE ft/ft) 4Z 73 IV U I Z'u 5. Compute la/P 0.44 0.29 0.31 0.21 0.27 0.18 16 Manning 's Roi ghness Caeff, re En �'/3,C 5 6. Unit peak discharge, Qu- csm/in 660 700 610 675 820 940 tD 0 17 V� [ 1.49r n 2 0- 18 Flow length, IF (ft) 1 7. Runoff, Q froun Worksheet 2- inches 0.42 1.31 _0.78 1.94 0.97 2.24 0. 19 T,= L / 3600n 9- Po nd and Swamp adjustment factor, Vp I I 1 1 1 1 20 Watershed orlsubarea T, or T, 9 Peak Discharge, Gp- cfs Routed through (D >, (Add T, in steps 6, 11 and 19) re Qp�Qu Am Q Fp 1�84 6.03 7.91 21.72 SWM Fadlity it 2 -Yea r Sto rm 10 -Yea r Sto nu Drainage Area Description Freqruury�years 2 10 n/a Rainf-Wl, P _(24 hourf- inches 3.7 5.6 neea Runoff, q- inches 0.42 1.31 D.A #1A(Pre,ent) Runo ff, Q- inches 0.78 1.94 D.A. #18 (Present) RRM11- �f,Q InIh'el 1�93 3.59 D.A� 91A (Developed) Run. �f,Q- 0.97 2.24 D.A. #iB (Developed) V 15 Channel SIOPE ft/ft) 4Z 73 IV U I Z'u 5. Compute la/P 0.44 0.29 0.31 0.21 0.27 0.18 16 Manning 's Roi ghness Caeff, re En �'/3,C 5 6. Unit peak discharge, Qu- csm/in 660 700 610 675 820 940 tD 0 17 V� [ 1.49r n 2 0- 18 Flow length, IF (ft) 1 7. Runoff, Q froun Worksheet 2- inches 0.42 1.31 _0.78 1.94 0.97 2.24 0. 19 T,= L / 3600n 9- Po nd and Swamp adjustment factor, Vp I I 1 1 1 1 20 Watershed orlsubarea T, or T, 9 Peak Discharge, Gp- cfs Routed through (D >, (Add T, in steps 6, 11 and 19) re Qp�Qu Am Q Fp 1�84 6.03 7.91 21.72 SWM Fadlity it I WA 160111 L1 ffel Darn lel yr. peak inflo (ds) .B 93 ;_E!`{ff 4- WA C 102 ??If (e �- CVO Da, Gee. i yr, gcfs)ouaiuw 80 30 3:> 74 ENHANCED EXTENDED DETENTION BASIN ROUTING CA.LCUTATIONS INFLOWAT CRITICAL DURATION 2 -Yr Post-Dev SCS Critical Storm Area (acres) 10.960 STORMWATER QUANTITY NOTE: IN A LETTER FROM APPLIED TECHNOLOGY AND ENGINEERING, PC TO WAYNE SMITH, CN 81.700 Summary of Watersheds I w/,Nr"i ASSISTANT COUNTY ENGINEER AT ALBEMARLE COUNTY, DATED OCTOBER 2, 1990, THE Pre -Development 2 -Yr Flow 10 -Yr Flow Post -Development 2 -Yr Flow 10 -Yr Flow EXISTING AND PROPOSED FLOWS FOR THE FOUR FOREST LAKES PONDS AND DAMS D.A. #1A 4.22 ac. 1.841 6.03 D.A. #1A 10.96 ac. 3.78 15.87 WERE SUMMARIZED. LAKE A IS DIRECTLY SOUTH OF THE PROPOSED ESTES PARK -, < 13.700 'DEEP POOL �" FOUNDATION DRAIN BLANKET DRAIN DEVELOPMENT. THE EXISTING 10 -YEAR PRE -DEVELOPMENT FLOWS WERE CALCULATED D.A. #1B 10.63 ac. 7.91 21.72 D.A. #1B 3.89 ac. 4.82 11.42 TO BE 277 CFS, WHILE THE POST -DEVELOPMENT FLOW WERE CALCULATED TO BE 80 = 14.85 ac. 9.75 27.76 Z = 14.85 ac. 8.60 27.29 CFS. SEE SHEET 17 FOR LANDSCAPING management facilities. DEEP t'OND VO[AINNIF' 30.000 L0%V ivIARSI-1 VOLUMEHIGH MARSH VOL(.INIEi THE PROPOSED ESTES PARK DEVELOPMENT BYPASSES OFFSITE, UPSTREAM FLOW AS �,• f�Ietltiull A-ia✓E1 of Contour Voltttnte l.le.vttttoll e'tr;ra o1"Crrlitcitlf. Voh1t1iG: I.l€,v ztlzt A1'e<t atI'Contour Voict111e WELL AS A PORTION OF ON-SITE AREA ADJACENT TO THE EXISTING STREAM. THE 1.00 Elevation(ft) Area(sf) Computed Vol.(cyt) PROPOSED ESTES PARK DEVELOPMENT CONVEYS THE MAJORITY OF THE ON-SITE 472,00 3983 a 476 2358 ty 477.6 4305 0 RUNOFF TO A PROPOSED ENHANCED EXTENDED DETENTION POND FOR STORMWATER 474°00 9815 l J39 477.6 4305 4,925 478 4642.7 2,236 QUALITY TREATMENT. 476°00 23511.0 4.582 47/1.00 983.50 THE TOTAL PRE -DEVELOPMENT 2 -YEAR FLOW FOR THE SITE DRAINAGE AREAS IS 9.75 CFS AND THE TOTAL POST -DEVELOPMENT 2 -YEAR FLOW IS 8.60 CFS, RESULTING IN A NET 1.15 CFS DECREASE IN RUNOFF TO THE FOREST LAKES POND A. THE TOTAL PRE -DEVELOPMENT 10 -YEAR FLOW FOR THE TWO SITE DRAINAGE AREAS IS 27.76 CFS AND THE TOTAL POST -DEVELOPMENT 10 -YEAR FLOW IS 27.29 CFS, RESULTING IN A NET 0.47 CFS DECREASE IN RUNOFF TO THE FOREST LAKES POND A. General construction notes for Stormwater Management plans 1. All dams and constructed fill to be within 95% of maximum k ENHANCED EXTENDED DETENTION POND =' SCALE: 1 "=20 b i - OT ST 1, CL Al FABR P W \ NDERLAY N - _Y ACCESS. i IN AWE M E THE ACCESS- \ EEDS 10%, A GRAVEL ING , SHALL BE INSTALLED. �= r, �- 90' WIDE EARTHEN ' EMERGENCY SPILLWAY:" _.. W/GEOFABRIC UNDERLAYMENT AT ELEV. 484.65 _ 11 / VIII=11 '1 8' TOP OF DAM f FLEIV.= 486.0 III Yc, 30" RCR, BARREL 67.5 LF 4 0.50% INV. IN=476.29 INV. OUT',475.95 ' ,0 VDOT STD. EC, 1, CL Al PRINCII ,LE SPILLWAYry RIPRAP W/G.EOFABRIC 24 MRCP RISER UNDERLAYMENT AT ELEV. 484.0 (W1=1 O'; W2=14'; L=16'; D=1.4') w/5-345" MIDFLOW ORIFICES AT 478.0 (V / VARIABLE WIDTH'; - Fo SWM ;EASEMENT'` ` MH2 ,} DEEP POOL TQTAL DEEP POOL VOL `M -E = 4,15`8 CF) LOW `MARSH FIGURE 3.01 - la Ht)nto etiewis Etlibfttlkmeitt.v RV Aeepetd'e Controls CN 81.700 POND VOLUMESdry I w/,Nr"i ifirrtoentarets fill density and 2% of optimum moisture content. All fill material --....,_ ...m _..1 f Type 2 INPUT: TYPICAL HOMOGENEOUS - ELEV. 473.5 WITH SCREW to be approved by a geotechnical engineer. A geotechnical f-1/1 RV..t :M? wepir ... rainfall, P (in) -, < 13.700 'DEEP POOL �" FOUNDATION DRAIN BLANKET DRAIN - (TOTAL'4DEEP POOL engineer is to be present during construction of dams. time of conc. (hrs) 10.2300 Basin: Estes Park Enhanced Extended Detention Facility 2. Pipe and riser joints are to be watertight within stormwater time increment (hrs) 6.0200 SEE SHEET 17 FOR LANDSCAPING management facilities. time limit (hrs) 30.000 8 Contour Areas o 3. For temporary sediment traps or basins which are to be fudge factor - 'xi�.f te 66' �+5 S ,*--f�,fa } i aa $,� ba" t°i e 'O l atm 6 ft 1.00 Elevation(ft) Area(sf) Computed Vol.(cyt) converted to permanent stormwater management facilities; -, � d.�_ . - 64,1 rr Efe F routed true 472.00 398.70 0.0 conversion is not to take place until the site is stabilized, and U-)¢ peak flow (cfs) 22.036 47/1.00 983.50 19.6 permission has been obtained from the County erosion control peak time (hrs) 11.991 476.00 2358.00 169.7 inspector. 06 volume (cy) 281134.469 477.50 4305.00 352.1 478.00 4642.70 434.9 0 LJ.1 O 10 -Yr Post-Dev SCS Critical 11 Storm 480.00 6077.00 830.8 11069.9 POND CHARACTERISTICS H Area (acres) 110.960 481.00 6844.00 Lcue w CN 81.700 482.00 484.00 7640.20 9310.40 1338.0 1964.8 SHALLOW MARSH WATER SURFACE EL. = 478.0 Type 2 486.00 11083.00 X7719.1 EXTENDED DETENTION SURFACE EL. = 481.0 Q n O rainfall, P (in) 5.600 U-11 � U HIGH MARSH = BETWEEN ELEVATIONS 477.5 AND 478.0 time of conc. (hrs) 0.2300 ROUTED OUTFLOW LOW MARSH BETWEEN ELEVATIONS 476.0 AND 477.5 time increment (hrs) 110200 _J O DEEP POOL = BETWEEN ELEVATIONS 472.0 AND 476.0 time limit (hrs) ,Ii30.000 Hydrograph 0 z �Q Q)x U N TOP OF RISER = 484.0 �/ fudge factor 1.00 Routing Summary of Peaks: 2 -Yr 24 -Hour SCS storm event TOP OF DAM=486.0 routed true inflow (cfs) 21.927 at 11.98 (hrs) 24" CONC. RISER STRUCTURE f peak flow (cfs) I..0 41.091 discharge (cfs) 3.776 at 12.38 (hrs) EMERGENCY SPILLWAY CREST=484.65 T Ua �. peak time (hrs) lIJ 11.991 water level (ft) 482.341 at 12.38 (hrs) 30" CONC. OUTFALL PIPE volume (cy) 5285.520 storage (cy) 1436.207 OUTFALL PIPE: O EC W 0 w o z U INV. .29 100 -Yr Post-Dev SCS Critical Storm Hydrograph 1 i ^ Vd � � = 4 INV. OUT75.95 OUT Area(acres) 10.960 Routing Summary of Peaks: 10 Yr 24 Hour SCS .,torm event OUTFALL PIPE LENGTH=67.5 J 0. CN Ty�e �81.700 2 inflow (cfs) 40.887 at 11.98 (hrs) OUTFALL PIPE SLOPE=0.50% rainfall, P (in) 9.100 discharge (cfs) 15.870 at 12.16 (hrs) » 3 INVERTED PIPE @ 476.29 EL. time of conc. (hrs) '0.2300 water level (ft) 484.699 at 12.16 (fhrs) 5-3.45" ORIFICES @ 480.50 EL. time increment (hrs) storage (cy) 2213.516 r1yoo � 10.0200 X a time limit (hrs) 130.000 H dro ra h 2 fudge factor 1.00 Routing Summary of Peaks: 100 -Yr 24 -Hour SCS storm event SURFACE AREA AT SHALLOW MARSH W.S.E.=4,643 SF routed true inflow (cfs) 78.256 at 11.98 (hrs) HIGH MARSH = 957 SF (21%) E U .� °o peak flow (cfs) 78.647 discharge (cfs) 77.092 at 12.00 (hrs) LOW MARSH = 1,822 SF (40%) 102041 peak time (hrs) 11.991 water level (ft) 484.996 at 12.00 (hrs) DEEP POOL = 1,834 SF (40%) volume (cy) 1 0111 16.260 storage (cy) 2323.889 AS NOTED 6 �, �U) VOLUME AT SHALLOW MARSH W.S.E.=11.743 CF SHEET NO. o- 2 HIGH MARSH = 2,236 CF (19%) N T U I-- o LOW MARSH = 4,925 CF (42%) DEEP POOL = 4,582 CF (39%) k ENHANCED EXTENDED DETENTION POND =' SCALE: 1 "=20 b i - OT ST 1, CL Al FABR P W \ NDERLAY N - _Y ACCESS. i IN AWE M E THE ACCESS- \ EEDS 10%, A GRAVEL ING , SHALL BE INSTALLED. �= r, �- 90' WIDE EARTHEN ' EMERGENCY SPILLWAY:" _.. W/GEOFABRIC UNDERLAYMENT AT ELEV. 484.65 _ 11 / VIII=11 '1 8' TOP OF DAM f FLEIV.= 486.0 III Yc, 30" RCR, BARREL 67.5 LF 4 0.50% INV. IN=476.29 INV. OUT',475.95 ' ,0 VDOT STD. EC, 1, CL Al PRINCII ,LE SPILLWAYry RIPRAP W/G.EOFABRIC 24 MRCP RISER UNDERLAYMENT AT ELEV. 484.0 (W1=1 O'; W2=14'; L=16'; D=1.4') w/5-345" MIDFLOW ORIFICES AT 478.0 (V / VARIABLE WIDTH'; - Fo SWM ;EASEMENT'` ` MH2 ,} DEEP POOL TQTAL DEEP POOL VOL `M -E = 4,15`8 CF) LOW `MARSH FIGURE 3.01 - la Ht)nto etiewis Etlibfttlkmeitt.v RV Aeepetd'e Controls NOTE: EMBANKMENT SHALL BE CONSTRUCTED IN ACCORDANCE / FFF�gg WITH THIS DETAIL. I w/,Nr"i ifirrtoentarets fill f tto� a� --....,_ ...m _..1 f - I 4` hurt Out off trerich--'f below suitable I I material I SG iI ere rock L ... - __ -1 Fxle.,d"i k'imtnxs 1 Vege".6en Stu.linef wjG;�te'fa'vt TYPICAL HOMOGENEOUS - ELEV. 473.5 WITH SCREW EMBANKMENT f-1/1 RV..t :M? wepir ... : 1. !. Tionsit on fill w.. -T Rmk or grovel -, < Pipe outl E Coarse ii9f r _ m...•.. -around sla11s � PerforaWd mitector~ �Glanket dmin `^'-F411flflQtiO7k ttroit} 'DEEP POOL �" FOUNDATION DRAIN BLANKET DRAIN - (TOTAL'4DEEP POOL chkmay drain € f 5arx1, yrard cr rcxk drain cutlet Rock or gravel3 j ROO tae � drtlit VOLUME =`4,1_58 CF) Trans{loon colter Transition filter -, CHIMNEY € RAIN TOE DRAIN ` ! ILL a i `Sure _% 5'("°S' Eltt rreUa'itt Field !V araracrl %'flat-er Quvlio, Swale Catij_ig uratiom THE ENHANCED EXTENDED DETENTION POND SHALL BE DESIGNED FOR 50% REMOVAL TREATIN( / FFF�gg 0.5" OF THE IMPERVIOUS AREA. THEREFORE, THE WATER QUALITY VOLUME REQUIRED SHALL 1 I w/,Nr"i 2 X WQV. THE TOTAL WQV IS 0.5" X (1'/12") X 2 X 271,512 sf EQUALS 22,626 cf. THE f tto� a� TOTAL PROVIDED WQV IS 28,887 CF WHICH EXCEEDS THE 22,626 CF REQUIRED. THE EED f POND EXTENDED DETENTION WQV IS 11,313 cf REQUIRED WITH 17,144 cf PROVIDED. THE Fxle.,d"i k'imtnxs 1 Vege".6en Stu.linef wjG;�te'fa'vt MINIMUM SHALLOW MARSH WQV IS 11,313 cf WITH 11,743 cf PROVIDED. THE ENHANCED - ELEV. 473.5 WITH SCREW EXTENDED DETENTION POND IS SUFFICIENTLY SIZED. f-1/1 RV..t :M? wepir ... s- -, < (j 'DEEP POOL �" CUT-OFF TRENCH. THE SPILLWAY IS GRASS LINED AND DOWNSTREAM OF THE SPILLWAY WILL - (TOTAL'4DEEP POOL GRASS LINED. AN EX. CONCRETE SPILLWAY EXISTS OFFSITE. VOLUME =`4,1_58 CF) P111- K:O, -, FOR CONTOUR AREAS, ELEVATIONS, STORAGE VOLUMES, PLEASE SEE THE ROUTING CALCULATIC ` ! PROVIDED WITH THE SHEET. i w , SEE SHEET 17 FOR LANDSCAPING VIEWED ON THIS SHEET. THE WEIR COEFFICIENT FOR EACH OF THE SPILLWAYS IS 3.3. THIS D CAN ALSO BE VIEWED ON THE ROUTING CALCULATIONS PROVIDED. tee'sss°^aI II�E, o "4K i�pi - 'xi�.f te 66' �+5 S ,*--f�,fa } i aa $,� ba" t°i e 'O l atm 6 ft l � ``Y ._.._*. Z -, � d.�_ . - 64,1 rr Efe F o � U-)¢ i 117 I) g SGi�S M[JAiRi!H > ,f z r W M CN 0 06 CIN ' (TOTAL LOW MARSH WATER QUALITY SWALES: / VOLUME = 4,12 CF) WATER QUALITY SWALES TO PROVIDE 35% REMOVAL AND !? 1XWQV. SEE DESIGN CALCULATIONS SUBMITTED WITH THE DITCH FINAL SITE PLAN. `l 1' . ' � �SWALE 1: � a. " HIGH MARSH 'r PROPOSED DITCH SHALL BE SLOPED AT 3%. ROCK CHECK 3:1 3:1 W, W MARSH DAMS TO BE 0 5' HUGH WITH A NOTCH A 0 44' TO ALLOW 3' (TOTAL HIGH- - T W VOLUME = 2,187 CF) THE 2 -YEAR STORM TO FLOW THROUGH (PER FIG. 3.13-3). •,.. '."' LITTLE BLUESTEM GRASS MATERIAL TO BE INSTALLED AS W=9' DITCH INSTALL 6" PERFORATED SCH. 40 PVC W/ CLE 50' O.C.UNDERDRAIN PIPING OR EQUIV. ANOUTS EVERY TO OUTFALL INTO CLASS Al RIPRAP INSTALLED AT OUTFALL. ;r W 7 6' HIGH MAIC SWALE #2: N " »..RETAINING WALL PROPOSED DITCH SHALL BE SLOPED AT 3%. ROCK CHECK DITCH 2 LL DAMS TO BE 0.5' HIGH WITH A NOTCH AT 0.26' TO ALLOW 1 ? - 3.13-3). S 3 1 3 1) THE 2 -YEAR STORM TO FLOW THROUGH {PER FIG 313 3 . LITTLE BLUESTEM GRASS MATERIAL TO BE INSTALLED A 411 DITCH LINING. INSTALL 6" PERFORATED SCH. 40 PVC 2' UNDERDRAIN PIPING OR EQUIV. W/CLEANOUTS EVERY 50 0. C. TO OUTFALL INTO CLASS Al RIPRAP INSTALLED AT OUTFALL. __ W 8 NOTE. . AFTER THE CONSTRUCTION OF THIS DEVELOPMENT, THE UNTREATED IMPERVIOUS AREA 2 Vii' CONTRIBUTING TO THE ENHANCED EXTENDED DETENTION BASIN IS ESTIMATED TO BE 271,512 FfGl RE 1.07- 2a Enhimced 1 -Bended-lkienfion ftasiir - Plait ,. : e z Fes'„ Suf e Bench f r Vee�efc ed �me�r"�rcp -{y CSF SIe}C at4!YYyC` t `s�r:i{4:"")�t 4 j�fiy - jYf 44- ;�" SfdiArrerl { Ln �denh." Fvcvbuy r r,C"'`-f iCettp Rasp i .r % •.. zA v4:rsa9. parr t",;lnrs€tta pipe} __....! , h� k X �. Dee,4 24% P Lo Nash 35s ��3_L77-7.e 3.tt7-4 Ili Ott; snri� ux: crrR 1', 1`1GURE 3.07-2tr "trfrrsatcerlL.x7ctsttett-eletent#gar f asdia -Section i;rhern Eget k,sde3 Cacu+su THE ENHANCED EXTENDED DETENTION POND SHALL BE DESIGNED FOR 50% REMOVAL TREATIN( ,- 0.5" OF THE IMPERVIOUS AREA. THEREFORE, THE WATER QUALITY VOLUME REQUIRED SHALL 1 I w/,Nr"i 2 X WQV. THE TOTAL WQV IS 0.5" X (1'/12") X 2 X 271,512 sf EQUALS 22,626 cf. THE f tto� a� TOTAL PROVIDED WQV IS 28,887 CF WHICH EXCEEDS THE 22,626 CF REQUIRED. THE EED 3" INVERTED PIPE AT -' POND EXTENDED DETENTION WQV IS 11,313 cf REQUIRED WITH 17,144 cf PROVIDED. THE Fxle.,d"i k'imtnxs 1 Vege".6en Stu.linef wjG;�te'fa'vt MINIMUM SHALLOW MARSH WQV IS 11,313 cf WITH 11,743 cf PROVIDED. THE ENHANCED - ELEV. 473.5 WITH SCREW EXTENDED DETENTION POND IS SUFFICIENTLY SIZED. CAP AT ELEV 476.29 r s- -, < THE SOIL AROUND THE SPILLWAY IS TO BE AT 95% COMPACTION WITH AN IMPERVIOUS CORE 'DEEP POOL �" CUT-OFF TRENCH. THE SPILLWAY IS GRASS LINED AND DOWNSTREAM OF THE SPILLWAY WILL - (TOTAL'4DEEP POOL GRASS LINED. AN EX. CONCRETE SPILLWAY EXISTS OFFSITE. VOLUME =`4,1_58 CF) -, FOR CONTOUR AREAS, ELEVATIONS, STORAGE VOLUMES, PLEASE SEE THE ROUTING CALCULATIC ` ! PROVIDED WITH THE SHEET. i HYDRAULIC DIMENSIONS FOR THE WEIR/SPILLWAY AND THE FOREBAY WEIRISPILLWAY CAN BE SEE SHEET 17 FOR LANDSCAPING VIEWED ON THIS SHEET. THE WEIR COEFFICIENT FOR EACH OF THE SPILLWAYS IS 3.3. THIS D CAN ALSO BE VIEWED ON THE ROUTING CALCULATIONS PROVIDED. FfGl RE 1.07- 2a Enhimced 1 -Bended-lkienfion ftasiir - Plait ,. : e z Fes'„ Suf e Bench f r Vee�efc ed �me�r"�rcp -{y CSF SIe}C at4!YYyC` t `s�r:i{4:"")�t 4 j�fiy - jYf 44- ;�" SfdiArrerl { Ln �denh." Fvcvbuy r r,C"'`-f iCettp Rasp i .r % •.. zA v4:rsa9. parr t",;lnrs€tta pipe} __....! , h� k X �. Dee,4 24% P Lo Nash 35s ��3_L77-7.e 3.tt7-4 Ili Ott; snri� ux: crrR 1', 1`1GURE 3.07-2tr "trfrrsatcerlL.x7ctsttett-eletent#gar f asdia -Section i;rhern Eget k,sde3 Cacu+su 4Lkdar,hi" fth i_ Nva sl(+! 1 X41 M I w/,Nr"i _i l f tto� a� / ,e W Fxle.,d"i k'imtnxs 1 Vege".6en Stu.linef wjG;�te'fa'vt � itjpi Awd TABLE 107 -1 Pollutant Re°trtas•d Ef cienciesd'rr Kvitendr'd-Detention & Enhanced P_v7emied-Detentaun.R asins Target f'hoslrhurass Type Removal Effieienes' Impervious Cover F., Dutxvt(crwu Alt 2 x �t Q 35% 22 - 37% I d nhwiced eV�endcd-d,1manton 30 -hr 7raw fta .n of l ^- 1,1+() _t °a 3t -66% Volume, and 1 x W 21 nhune S3>aticaw �Iassbi MIIWIAIAR9IAWPAAAWR91AIAIAIRWI®PAIIAIWWAAAIR1mA191i M7 - itiiL4i�1Li�'1 S`i'A.PiA,3.(I7 ��LA)a1'kft; FIGURE 3X - 3a Trash and DehrA hark C'onfigarations f m txiendetl-Detentletr C ontrol.Strncrrtres SXiHCid CE Fs8' w( a-E!dsr±eKse4:?R t*1tt rr;aiM 1 j 1 r T.. t' e>:c rr rraaa wr3 sync e %a: € a Caa °mss melereMENDED 3e U'd MRSH u.SZ. t I \ I I f cam. PIK il'i'ac. -v l TafCi�?CE 1f SIM -c';R: RFF I r f MRAP d srcRr CKtil W Mul MUM SECTION if 3.it'7 - i VVA I/ " xtaia iplof w,t (honk *t;actra *ste, x,173' IW4- er Isalrsl.eiric 1/1"` "MIX pjl to -"UAt..4 W _1 y t Diraux aecurm! pIo.M. -with 4-1/V IrWft =k0=t1=aaa IPY a:l7 SrlAelSo u x u. gar r vunl IXT Ad i.:tl7 Jta]E'�.±VLi. 91-1 t9C�].Git c", o- at. main * Quem xa,:n Ortkmhi TtAira WC irtrtmAuraA p1mWo with 2-Tfrl" h�lrs ntr 118' gg3ale Aeu u afoc:eat,.,t by _ tr sal a.Amx foo, or serge( r 1 1 "'V I f Elevattl.ol. att'fa� BMP DEBUIS CAGE PLASTIC 20 "1.. N"a 't JAr WT Tk Mtn INC. l 0t; IT R. COLLINS`Z C� No. 35791 ,1, �SSIO NAL _ If®ll M M M M M a_ Z Z � s- -, < 2: 0 2:0 0 U o v tn CNI o c Z o � U-)¢ > z W M CN 0 06 CIN W W U) LLJ �z UW a1 1� 'af >_,t 0 LJ.1 O �Z Z �/ �`i H U J o Zisj w Lcue w CU!� I I I M M M M M L9 ,moi o n r� Z CNI L9 A ') Z CNI c W M CN 0 06 CIN < W U) LLJ �z UW a1 1� 'af >_,t 0 LJ.1 O �Z Z �/ �`i < U J o Zisj '1/ 0 �� sly U) 06 UJ Z Q n O Lii U-11 � U �-- LLl o < (D _J O Q ry z �Q Q)x U N �/ �+ CI \� � O T Q �C '- o ID f LL I..0 -0 T Ua �. lIJ E E F- �o 6 +• U z O EC W 0 w o z U / � O i ^ Vd � � a J 0. C/) U.J �O F_ T C O U a �I g 1 L� 0 °- n ct o U r1yoo � X a E L O 0 C U Q)-0 r, 0 a w LU to E U .� °o JOB NO. 0 •� 102041 0 0 o SCALE ° AS NOTED 6 �, �U) SHEET NO. o- 2 N T U I-- o � . � . � I— - — 2—��. � County of Albemarle . — ,� '' I , _ — I l - I I I - �,� � " -,- , , "" , . � I �`%� . . . . l , I i -- 777 , I I _ - I - ,�,lrl,, " ", -, x '' . ,��-1,'. ,- i � 1 - l' . � I .1 ; ,� �, � �, '' � , \ � i , I I , 1, I � � i ; . I .� .. � . I 1, - I - , - , , ,, - - �� (I __ � I�'- ",-- -� '� "', � ". � �,�"'�`, v ". "', I l�l I I., �- � , - - � , - , , (' - \ , �, " . , l, - A -1 � - � � ; - I i . I "i I I - , "I , k "I- � V � I . ` I , � ��,, -1, , , , -��,,'.:::i,��'. � �� : "%�.: . I _�� , - ,I , ,� \ I , � I , I ll l I I H I . � . . ,: I �� , i �l . \ - ,, I ,-, " � � , - � \ , I I -k � I ":� 'I, - - , � � I - i I I � . � I 11 � l 5 'j , , - I , � I , %5�, � _�� � I " " i �� . I . , " ,_� I . " , \ - `� � � , , , l - , ,� 4, : I :. ," 1, , A \ � ; i ,- _,_,� \, 1, � � ill i� 1, i, -,�,. � ". � � 11 'i �, I 116 � � , i I i� , 1 1 ''. I � I I - I � I q I , \, �,��;,. � � . . . � � i -_ 11 , I . I _� �� ��i �' �11 I � I - I I . � � 1 � i, I r -_ " � �'� , : I, " ,,,,, � � _��_ __ " - , "l - �-�,� \ I \1'' l, � I 1� l" " \ � A -7 l, ,-t �1, I", .1, 1, 11 I—: . ". l\ 1-1 1� ....... __, t \ ,; " ", -1 33 11 I , �, �-, - \ / l l", i � 0 I " i, I 1 l , 1 'l- ��� . i - I I - , 1 11 I I � 11. �,� - ,. __ r 1 � � : 11 �,�� I I 1� I -,,, , � , -- I "I I -1. . "L -7 � .. I - \ 1'. 1 _ ".., , i 11 I t , _ , � , 1�\ l I \ I - I � � , - , � I ,,,�, i'' � I - r - I ! lo "', i \� , I , 1 "i , I i , � , - , I I _,; 0 . -- 1 , , I � - i , , . � -"l, ll , " , i \,' , \ �, I � i I � I , V, , :`� I , I 'Ill. ,� \ ll I , , � I � � I , �' 11 I I 1, I � 11 j i 1 - I l i % l ,� , I I I , , I- "\ "-, �, '�_ :__ � I , � I - I I I I � � `� , ,,, \ � I" _1 � I \ l i, \ l \ I I � %, . k I- i l, F ; ------- - -1, . I - j 'I - I I I l; i � \ �. _ - I I I .\ I I -, � � I - I il - ; l, �1� 1, , , '' 1, -1 _ 11 I ." I . �� ", I I 1" 1 ; , 1 - , , - - �. - , i 11 � I - � , � � "I L , , , i : 11____L � I �, � I I . 11 I � . l , � ,�� . �. , l I � �N ,, ,,� � . . , " - , \�, � il I "'' ; I ; I I l\ %D-4 I � " I \:" \ I \1 I ii , � . , I j ". 'i ': r, - , I , -�, � I �,� I I ; \ ,I- -1 li, 11" , , I I - � �,, -----, -_ (H' ndbook pp 1H a I -284-111-297 for complete specifications) 116 -) 61 � b ly �06 I I ,--,--,\, � , , $\ 1; I � � , �� 1. � -l", ., . , . � � � . I � ; � I ,� � I \ I - "; I ___ j, , � I,- ,, , 1 I I � I �T , I I I . I I _�__ ji If A , — I ., I , , .1, \ -�,�, ,� " . . " I l � - ll � I I , . ,�, \,.�� � A., I I , , � �, \ T , .l 1 1 � i � , � � �,_- \ - -1, ,v��-"''�` I I %X `,-i-I I � , _1-1 : , 'Il � , J, \ - , I i \ , \ -,- � 1. 1� i ., I . � , �, � . � � '1� , I ,� , � � , � � , � '� \ ::. :-1 . , � .1 � �, '. 11, Ill, ) / l I'll I � I t I., .. .- . 1. . � 1 , I % , \,��, - , _�,,, i,- , � I - ,\ \\ � i � , , \ j ., - - "i � . , � . I 1) \s, lk \ ,,,, , - I , I'll � I . � \ A l I ,,- � r � I 1 � , i i � 1� "i � ,�', I . I I - -�` ", 1. , , \ 1� , I � � ii � � � _` - A I I I , I 1, - I The followine items shall be shol on the Plan. I I V. I , I � I I ll , �,�, , - '', . I" - ,1 .: ,'_--� , , I ,�" _ - " , -, � -, - " I l , , t , , I" . i , -,- _J. . , 1 ", � ; � , � , , , ; " , � � i I . � ,� � , j t , A _ " "', �,,�;l, l\ " " , \ , � l ", I �, i ,! , "I . � - I " I 11 I I, , I I l I 1� i �- .__ __ __ , '_1 , i � __` � L, I " I 11 ,I - - � I - � "'' i 1 , ; ; - � ' , �', . .1 ., - \ , , - -_ _j , i I i N I .1 . - " - , �_ , - I -- C _-��, � - I - ; - I \'), l\� - I 4 , \ 11 , I � . ------- I , 1 1 \ I- �11'1 ,_ I , - ,�, , I I., � .1 ..,\ . ,�,,v * " .1, I" , I , �l 1 , , ", � ,� ,\ �, I I i I �__ I � "I" " I . \ �`11, I I , i \ . 11 _. I 1- ��,__ - � ,,-�,. - I I, - _� F __1 1� I" I 1, 'i ., I �__ L--1 -, % 1 :i , l", __�11 I ,� __x,:�;, I-' \11 , , - l', I ��, \\ � �__ / I I 11 �� � I , , i 1 , ,I . I I 9, '< _,'�, I l � \ � \�. I %, \. I - I I � I , I " I I I ll_,� /9'. 11 .1 � I � i , i I I , _� " I - \ 1, , ,, . \ I / l , ,_ %, � : --- \ \, ' __ l � ,I il - / "I I � . , I ll, , , - - I � ,�� j I ___1 11 � ,_ � I .,� 1�, " � I . I � ,J� , �% I 4 � , � "l, , , I,— 1� � . I 5 �,, I 11 - / i _�� I 1, 1, \ 11 / f tl, � I \ \ I - I - �� " - - i . El Trees to be saved, OjVA , __ l, 1 , ,-, % I \ IX, , , $ , \l, - �, " � 4 \ � , , l I , _� , I i I I . , � I i i 1��.� I I � - I q t I V � % " � �, " \ " _/ 11 , 1, - - . � I ll 17 1 , ---"',-�', 11. I . � , , , , , . "Ill, .. I .. 1,�,, �3 I'll \, � \ " -, ,�.. I, ,'� i , I _"�` __ ,_ 3\ ., 1, _�," I A i I 1�� 11 - . �_"��, ,,, - � l'. l, , 1. - - , , � , 11 , ll'� . �,Itl�4 , '1/ �� �_ I 11� � , . I � , i . wl, , , �:\ , , " if, - l i __ I I , I - i, � I '/ I ��,, , I j , , � I "! 1 11 � I -, , ,' ,, , , , .. _ �� \ , 1, .1 11 �, I 11 � � , I I I %.' i I " , , 1. , , - " I 4, 1 1 . , 1 I I . _ - -_ , , ., l,� 1� I,- I - , I 11 C " - __ . , � � i I _,_,��' � , " _ l, - \ , ' ,, ." \ , I �, � � � 11 ,,��,�, , , � 1, \ , , . - I , ",:", '� � � I.-, - � I 1 � _��;111i` \� " ", , - _1 �__ \ - � V - I Z, -1 ','�� I I \ " ,,, 11 -, � l ", 111 I , . "' � I , 1'i___,____ - , .11; ,; T, I 1, ,��,� I I - -1. 'l I I __ __ � � I - - - - ,, � � l ,� \. - ; 5\, � � I / I �, 11, I 9 -1 ,-l-l-, � , - i il- f-, \ , , --- � I -_ _____ -11, � -, , , "/� * � L � � � l I , ", � _1=:�T:�,�_:�___________ I , 4 . ll� ,� - ", " ," - I �i-1--_P1 (outside d i line of tr -ees; to be saved)- Q Lin rits. of clearing I lip. I I i I , ,, � . , ,,,, _ . ,� , I � , , � . ill \ \ -i,' -_ , ?V, ___ " " I � , . I � . . � � - , I , . - � ,-- 7.,,_-___4-. 1 ,� , ... . . r, / I ; � 5 , lZ , , - -7��::�=�, --- �, i ,_ , �, - I l - , 'l 3 - � ,� '. , 1, (. � . \ �. � -_ ,� - 11 , \ \ � I - �__ _,r - , -i � , ______1 - -,\---7: � -1-��t �,s , - ��'g , , , � ; - C 1, 1lX71 t"', � , , , ,� l"", ,,\ ��k �' , � , , . I 11, � I I � `\ , , -I", , , � l- i � I , � 'i , _ '' , , � � 11 , \ , , " 1', I , 1, _ P , " \ ;)�,, f�>__ �j � ; 1 1 l " 11 .I \ � -l" - \\ � , - " I , I 11 l', � � I I 1, "'lll, 1, � , 1, I "I �' - -;��,_ -_ - , l, . l, � 1� I � . .. ", I . '1� \ 11, , , _ I., . 1, I 11 ,", I \ 1. , --�,! ", l "�, I % %, _--�____±_..1.____:,', .�i � .� , � I 1. � � , , � , l �r . , �, \ �,, '� I'V � 1, 1,1, - I ; � A - �. " � ------ _Q_-,:, �7, 1 , � , - ", , �,,�__ - ------ -- _ ll � '. i % � - ,-,�-'-_ --- � \ , � .\ v I I . L_ �. . I" ; -", ,� - i \ 11110 01 � k 11 1, z ; � , , 4 . , ,. , I , . - �' . i,� � - _� -__!�_; , Jj`-,, 1 4 /; - I � _____.___ -_ -,i l. l! _ � �� , " � , , I � i -.______1 � �,�_,._:,. l, � il ;,, 11 -\ �, ,,,,, % l- `.� * �"_ I � _ -1 - L1 Location and type of protective fencing, I -1 . . ,L I � , , � , . - I . -1-1 , 1_� . 1, , � I . ,� , \ , I . , \ ,,, - � ____A � �, I- .- lc- ---- , 0 , �. -1 -, i 11 ''I j �'.' -----, - -,, \ - �:�-_ - \ I I � �_�% I \ 1, 11 � .. - I � - , , �, - \' �A. - - - , T�� A I I . , I ___11 � I __ I 1, l, � . , � . � %l�� " "_ , r '11� I ,� _l_ � � 1\ � ", , . I '. ( , , X � I I r-�Y,lC'1'1, ll - . - - ----� -_-_�_ - I / " , ,� -, , f, I I I , I " � ,���\4' I -, \ -.-� "� "i, �, , " 1�', , � - ll � � - 41 I � ,� , I � 11 11 '' - � A I I ,�� 't,�- r -1 . � _ , � I .,. " I . I I , , _ , �_ , , � I - , 11, I I 1, I � -0 - I I . - I � � , 11 _ ; -1 . I " I ;" -�,, -.,-,- " I 1 �, "\-I __-- 1, � r � I I 1, �l, \, Li " � ... - - . 11 . �,_ - - . _'i, , "", 11 I �� " 11. � --, \ l �1'11 � I i � -, -U i ll 1 1 % `_� " - , � 11 i -_ _�-�__ , '. � - e I'll 11 - 2, t - A I 7' � -l�� ,.�� '. \ 0 Grade changes requiring tree wiells or walls - �-, � �_, , ,� � , � I � � , , . � . \\ 1, � , , __�,___ - ,- - --I, , t � A ,,� - ,,�'; , l- Z_ �_�_ _L______ l, \ I I " ,�� I 1, %� \ ,,, ,; � �=�� - ------- � 1U . - ��;a � I � ., , I �.i l, .� � -- , , , - _11"", . ". I l__ ,� � I � �-, �, " -, " . - , '., � - , - 11 I'll, I I . . - ,��, "'I- - ". I I I , , , , . , "I I -- i� " �l � l " .A. � I i 1 _� .1 I . 4, __ ., �. � � '. I " I � . � 'A' � , ,,'. I I _ t, - , � _-, .\ ,, ,� . - � _____:� ____ �K --- --- -7 - _____�e - � " l, -l' _ I , - � , q- - -1 q; � � I , - � , , , 11 11 \ 1� __ \ �,_,� I _-1 I . � 1 , / " _, 7 -_ 7-- ----- . . I � /I � ------_-"7_"� --� 'I'll /1, I � ; - , I /I \ 1\ l_� "I _1 , i _��,_ � - ------ I I i�� ,. 1 .1 ii , ',,�� I i , . " ,� \ I \ , - I , , , .., , I I" _'-, I ... � -_ , , --- - _________ , � I . . __ �j , \ - , � - Iz , . I � � - � I �_ l, '. I " :. I I I �, ,; ,X �, ,\ ". , I - �', 7,_- . ii� , � :::: I ,, I I � I , I : l � i , - - - � � I � I I I I I z l , � ,\\ - , ll� 1�', � I l, I ,�. " , . � ,� �. \%,,�, -_ __V1 %l� --- �_ ,�', \ � _', � - - , . - -----Z� / " � - . _ k - --, - . I , I ��,,` 4; . , � . I - l , , 11� - �1� I � - � / . I fts", - . I � � , . � I I , - , . , �, I - \ , -V, . I _�.�.__ /l, , - l . � I i 1, ,,, -, - -,-,-. I ____ , -, -11 �� Ill ," �\,' \11, I - \ : - . \ - �, "'' _ I I -enching or tunneling beyond the linitt ED Proposed tr s of clearing. I �� ,�_ 1, --, ______ . . . � I f �� I � __� � , , Y,- . . ..:: f, � - . . � I I � `r,�_ - - ,., - , I � , I 11, � � � " ll l � ,n, . 1. , .��, ,I - - 11 ,., �11 - % __1 _ 1� I I, . . , . - , " � � 11 __ 11 t, I �, ." f �, \ I", � - --l' -1 - 'Il4__�_ I I I I I , .-7-1 \ � I I I", , , ,.,\-, - ,� ,,, " - __ 1. I I �. I , I , i 1\ <- " _l_--"-__---_-, , . . - , . I 11 , l , i ,,, -- , " . . � ), - _1�1 ` , , , P t -, -f;-,-,'/- ` il 1 1 ., \ � , , - , , I_ I I , 1 '. , � - _-, � �_ .. , - � .4 ,- 1 .. � i . I � I .1 � 1, ��, �. r - - I I / , _%_� _\ "l, I . \ .- 1�� I I - I , \_ �� ____.,, . I ,�. , � ''. ''. , ., -1 .., , _�,���;L!..�f_ -LL�,.-,:��;�,.,"����,:,I�,:."�,�-,�,�',"�,�,��-����.�,.-�.,-��,..".Z-.����;:,.:�,,�; . , I ; � \ ,---- 1 ,�----, � , l - _6 I - -- � _�_ -,:, I I - ". , " . ; , I I I I I _-, , , ," _-�%,!- :--�. -1 I - ". . - I ,4 , , " _...". I # - . , ,., ,"�-I..': � -- - "I I I - I . w�� � , \ . � \� , ,---, I .11-il, I - -"---,. ., i. �, _-l"- .. . - i, � . . , , ,'�i, . ,. -, _ ,. � . I , 1, . . , I � �. , -7--_'-__, � , * - , % 11 I , - , ! �l - - _;__ i I li . -1 , I "k, 7 � �). I 11 �`,_ __ � \ - - N " � �1; I , I I I", 1, . I , I" __ - � __� I I . , , , .. . � ��. - �1' ,V , ,,, � . ,,;-�1--ji L � I ,;. , l" � - �. I l., ,.,,, k", , N - -- I I - 11 .11 - 1_1 * ,I - - �, , I .1, . � � _ , �:. " , . I . � _ . ) , � �. __ . , . ", P _____ .. i I . I -, "� . � �, ' - , I , ,� . . , , , , p ; t 11 � I ��.' , , � I . . I I - � �_� �' - __� I -_ . . , . . , % . - - I �, � .1 . I "\ \ �, -1 - - , - � I , ,�, , ' 11 � \ v __��__, ,� ��,��l_�� - I � .1 ., - I I . 1. . , . , �' , , " �� � - L , ,� Y, , - � -:�,_,, " I -_ i .. ,, 'l . .1 a.. , .. . . 'I, P. , , I , r' � 1, " 1 , , , \1 , - , \ " - , f _ - . . ". ��, I i . . 1. I \ ,,\�, I . I � ,�,! I", ., __ _ - _ I 1 �_ _. % 1 1, , , , _ , �.:, � , , , . � It -,i I 1, 1. '. , - - - I ... P � . , 4. 1. I ,.- -- I I �, � � -1 ,,.,�, I . . 1. ''I I .1 11", � � -, - -, " \ li \ ,_�, . .. . . � , , - . , . . � I , . -� � -_ � l-, �, . , , � ..... . t�l_ " _ _��_.�_ �L__:_,_�!__: _ I I I ,;,,,o . j - , . , -- - i i $ - I , � 1, - 1, , . , 1, 11 -, . _. _ . � , , _ I I . � , . � I ,ji� -- ", , �. " ,,� , I - . -_ �4. - �� �, - . ". , - - . I I � , I - _., . , ____ , I I � % I 1, -- I - - % - -1 _ I - A , � .1 , � . - - _., I , - A ,�, - P � I : � � � � i ,� -1 \ , I I -: , �� 7 __ - ii , . I , I t, 1, " " 1, I � � I", '-� " �" � -.1 1, - � I _ I - ��v, . ,� C1,.,NFK1V i . � � I . I �_'!�'L_ _,-� - , it , t � I :11 4u�e'_ � I �11 �1. 11 ,.." � ,\'1:, . ..... 1, -, - � - � � _ ;_ � "� r , ,� 1. I I % , . - �li , , , . I l. , . :: � , , , , .:, . i I" , ,,� , \ 11 - - � , , . , i :f "I l4 _. ', 2. marldnus: , I . . �_ ; ,,, 7:55,;�� . . ,. , , ..� , , � i , I ; ; - �, �0, ", i% � _. ,, - . � , ���, ,. , " , , - , , " , , " - _�"� ��-' iu_ ,`.�� ,,---'-,' I 11 , _ -:,�: �: :T .. )1,�r-:777:7,l�, . i 1 " ���. ., �\_ � , . 1- ,% ''l. , .. . . . 11 . y 1 1 11 I 1, ,I i , '. , i � () l l I "' 1 , ',.N, , , . , - . , ,4,4, . I . � -'ill . , . I � . , ''. , � � ,�� I :1, � . � 11 __ 1�� , - I � � _. , -- , ,_ , � ,�, I . Y I "', 1 ,.", � � I , , , ,., , . , , , . I I - , -, jj , I �_ I, � -, , _� i, _- ii� \', " , , � . I \ . , l, , ; \ - 7�, 1 . I I , ': , -,.-,, / ,. , - - -, � - - , " " / __�,� %-, -7 , � I 11- 11 I I � 1`0 . . - 1_1 -, '' I , zl , . . � . , , , � , , , , ", 11 I '' . * - l- I , -� '� I- f'l , - "l . - I I '" I ... , , , I , , � , � -, . ". �,�,r � . � i:l� j _ ... 1, , "". , I , , ,� � 1, 1 __1 ., .',"'�, , I _ - . . _ - ,, l� � � � ,\ � _:, . - - L 1,1 / , , � . . I . ... . .11 ,� I , � , , ,,, �- - - , � , "" � I I , � , , , , , , �- , 11 "I - l-__,- , , , . ,�� .,� � l, , ,,, ,,I,-- � . . -1 - . . . "'' '' , , , , 1 ��_,� --" -, \ . _ , \ , - ,�T-� r, , , , � 4 t , � " t .. ", , . � 0� � .� - . i I 1 . 1 I I � 4 �i��- �ll \ \,,,� , 11 l. 1, � IS" � I . , , , ', I '�l,,,:�' " " � i el J 1 nt S 0 All trees to be saved shall be ra�afked with print or ribbon at a height clearly visible to equipine operator . � I I I I I 'I � - , _�,. I . , .1 � 1, � I -.1-1 ,,�jl,lli, �. �\1 � -1 1, . ��--- .. , � � 1 1 , - ,,,� ,,, I I ll. . . , ," __ ,� , �, I , , �h �� � I � 1, " I . . , , ,,, , \ ;! , - 1, , � 1. � I . . . , ; " ,__�, . . � � I . I , d_ l. ,�. � , �, � , --� k : I I . , I .1 !,-- i. ill ,�, I \ \ � - �l, �j ,, � � % i � � 1 " � - I 11 ", I \ ��_ .1 ,A, �`\/ \ 'fl\ ,: . I I , _,., . '' � � 4;'11", y I I 11 , , " _-f--, . !-- .�� , � I ��Il . , P I 7N, �`\ . I , �, . I , 1 k_ . I '. ,r -1 'l - " � . . , , I I � I �_,� _1,1.1 .,� \ I - , �', l� , 1_ . - 'I, - , 1 \ ,�,;I -"i-- � 11��__7, \'.. . I I '' - , , '' - A .ALj, I -�_ . �jy '� . � � 'l , , - _-r,-_l', , 1 - - I I I I , . , � 1. I - , . " ..7 ., 'l , , . ��I,' - Ij , " � . � - , � , -1,l,� -- ,----. --- _�__ ��. ,,,,, , , - � I , ". . , " - �, 11 �� � 1, 1, I "" I I ;I- I , , I :: l_ - I I I i I I i I 1, . I I \"�,;I , . , , , .. ... �'',�, � , , - . . 4 - .�i � I , \ � �\ _1 � , ) I 4 - ,I__S,l,�L�L�_ _L,, ., lit -1 Ill , \ - I" \ '� '\, I � - , q� �, - I \ ,` � I __` . , , '. , , I � . � � :, - I � , , ". - I - . I'\ I � � I I. I -, �ll . - _ - . �-;, � ... I ._/ _ , 1 -1 11" , , L , li� ", , I , `� - l " ,<�, I --- , l , -, , , ��_. � I � � . I -,:;, " , , �_, � , __ � , . . , 'I. � . � I , �� .A - . , - , . I , I � '. L - . . . , � � , I :_ . , �3_ � i � I 1 ll I � ",,-, I ,,, - - \,Kl, - - / i � � , - - - �- �, - ��- --- ,,, . I I � l" " ,� . f ,.", Q No grading shall begin until Cho, , tree marking has been inspected and approved by a County Inspector. I I , I- 4l �,,,' �;, , "� .� . , , � I � 11 . , - __�� � 7� ,:,, 1, - - - I k � t " , �,- , ,!� � �� ,�, , � . 'i, . , T==��=��-__ -I.N_ , ,,� :.I-"- ,. ,, � , �,�r� f , , . , - .- : , 1 i: 1 1 ; I - I, I '� � "I � ,, , �, � -� ,,�l li'_ I, - - _� - , , , I X - i - ill I' 11 � , ,� , � , - �_ ,- , . . � . %-l"',�, , �'��< �,,__ I" '_ , - " I 1, . . � . , I . � 161 . � . , I � �11. I I ---,- , ll",_ _ _ ____ I . I 11 ---;,; ,� " - I . f. . � I -i ll � `li�li _,�', , ,,, � , 2, - \ \ ,_ .. 1� ;': � " " I ,,�'�,, � , � "I I . ,�� � l " , , " , . . � , � \ _ ., I � \ \ . , I , , - I , I , � , . . M , - , - , - , . . .. I , . j I � , , _ - _ , � � f � I T � � ll , 11 M , � . " , . 1- I l k 1 �1_ - i f I � 11 ,,, . � ,� 1. .. I , � � _/ � . . . _-, _A� I It � , � . . �'; - -- � 1-1 , . .. , , i I I',- �' 11 , 11-11 , ',�� , 11, lill I , 1,�-,_.�, , . '� �,`. � , ---,,� ,V_ � - ��' .1 I 1,,�, �, , , , - , , , . i�__ � . - "I _ , I I � , . 1! . ,4.,.�,,,liiiiN, ,\ " l ,,_�� \\�, ,,, ,, �� � _,�____ "--' / 1� / i , 11 1! li I . I _1!l�' - � , .. , " , A, , �-_ ., �, . , I I - [' � I . I , � 1, 'I, '.:ddi.4,. �,� , I "".- � '' " � I l,'-, \ ,,,, -- " - � ,-,- �. I ll � �, . ..� . . l I I � , . ____ -.--?- li%, ________7------ _ _. _1 __.______ ,� V; `1\ .�� � � . � J. "I �i 1 ". � i ll , i I I I I , . -, .: " .I � ll.�., i� ." , . � - .�, I - - _____ . . I 1'�. I . . 1 il 11-11l , 11, 1*1. ,it, I \ I I'\ 1��,::.i:*.Il ', 1, I - \ I I , - � ,,, � , , , �,-',,- � I . . � 2 � � . _ _ , . . .... i I I i L_ - _ 1, I lL, " L, I 11 I I , 1,, "I "I' ll ��, , ` , � . ", L , -- \ - , �_ I �".,;��, j%, .I � I � � "�, I � ,- - I . ,,,, I I � -v- -,--=-- , / � ,.� , - 1 -,l�? , I , , " I \ , , , , , I , I . 'i , I -- - ---- , - �- � , i , , . I - - - ,�, . - . .'' ki � ,,, \ . , ,- - \ , - 11 _,,,-., ,� L "', �,,:�; ,--. , � .. I.. � `\ - --,� _ �, " , __ LF _ I I ". I . I , "� I f ,I 1, �i I , 11 ll� 11 - � � l,,.l "; . - , ,.. - � I I . I .,�,__ ,� , . . . . 4 � 1� - I "I \ 1, 11 , " I , , I I )l I �, 1. I ''., .1. \ ', , ,�, \ -_ .�� . I .. -t I .� " .-`,� 1� , , , -----. � I I � � - .j - 1. . __� -,,�:_ . j L, _ k . 11 , ,,, , . � I , , . � I � , �, l", - �� I �,'�,_ , �,,, � _ - I . Ill . � , -- , �______"��.. . �; � � � . 1 "I \ , \ _ �, . �� , `_ I l I � . , . - .. -_-, . � , " I- :I,-.- - I 1-1 11 1; l I I � _ I ,-. ��' I � li,l\l. ,�, ,�' r 11 ., . '' �t I , , , ,�� "' � , . I . �2. 1, ��.� �___ __ltl:�' .1 I , - � � � __ '�- I i I , �� 'I, A W-1 I \-- 1, .,�", � _-, � I � . � .?, - ; 1, ,l\ I . . -_ - -_ __, --L--�� ---- - --- !�� I �, , 14�, "A ,\1 , ". �� lAll I , _--,-' , - - -_ __ - " " , . . __ I � i il" \ - �,_�- " _�, � i - -,A , 1 , , , 1-1 ... Al, � l I . ) ... " �) 1! � , � , �, . I 11_1'_�>11 - �. , Il. � , , , , 1� 1, -- � l �-- * � - - � � , , , I 11, � , I ,. - - I \. � - --<,., , . `��, il ;- . �, ,._;`� F1, ,� 1 -, i .� f _�_- --T j?, L � � �_ .11 �, �:�, - -.::: - --.-- --- ' ' - - - --- -_ -T -- ------- -- -i -_ -1 --------- -- 3. Pre -Construction. Conference: F- z �- F_ �- I ,-,\j_.- .. I . - _;�,_; � \1 . I .1 . . '. � . , � �; � ---,,, . � , � .,l - , I � . f , . I - - ___ I , I ., , � 'll, --,--'! -, ,; . I ,�� . .� " , :.,>,� , , , " "': l.'____J:::�_�_�: Ig I ,�� _ . 1� - 1� , I A,l, 'I "', ." 1. . � ''I ... ... ,,,, � I -, I I 1, . _� , ". , - _� -- j - �_ , . - --- jl� I f � i � � t ,� 'I l . I., Itn" %� - I I-,' , . ,_ " I . I .. � . , �1, 1 l- j * I 1. \ 1, I � - - � I . �� �.� 11 , ,,, . 1:," , \ \ ,_ _--� " _'. , I I I �, I, It , , \' �", . , , \ -`� ,,, \ _-,�--, . I � � I �_ '�1*1. 1, " " .11� _�,i��, , ... ., ,:�-- -- j I I . � I �", - 1-," .1 ill i , j` - !1l " _,;l,�' . F 11 l '' ` 1--___ 'l ,ll'� I ZI Tree pre ation and protection mea. -sery - sures shall be reviewed with the contractor on site, 1�- ;z U-1 z z LU W � i i ; 1�- .�-� I I I., l , .\ ", �, \ I �--�,, �." . . - , , . �. 'I, - � I I j. I _1 � , , ,� _�\ , , " ,,�'k.�j�, i M j , i , . , � ll� " ,,�,_\ ,\l% � "� , l . � �, I I , " I A . - I - �� , , - - � -1 -` , , � , . \ � ... -_ I --I-----/----- -I---- � � � " , . � - , . � - � I � � - -, __I ,_�:. I __'11_;-_1'._1 4 � " :., " l, I I A. " � . � , . , ��_ ---' 1�11 -��` - , -,,��`.�� , ,�,�", , � � � - � I I � ,� � � � ,� � ! I ''I "I - 1, . l , 1. 1, __., �, , � \ I ,�\ .1 � � - -, .;-10 I - '.7 �\ 1� ll -� � I., I . 1 �[� '' I I � � I I , , , - ., I., , , �, � ,� , _� �, , � _,��,.,71' l \ All - - ,,--- -,-,, ____ ___ I -_ -_ - -1 � I .. . 11_� � . 1 � � , , I - �/ ... �, I " , , , \ I \1 \ ,. " �- -1 , 1�- � , - ,.. . , ��;, I _,�_ 11 r,i I . i �, __ _,�,L �l ii�',t-�p 1i I , , " �, ,,% . � - ,.,�. , , , 4 �, � ", \ I . � ��� I � I I I I � I , " I ".\ , \ \,\,��. " '�,_ I I I ' . - 'I 1, � .111'r . i -.4- \1 i � z ILU 2: L_u ,_7 UI) , . I � ,�, 1� I . - ___?__1- , _- 't '11;1l\ , �, . _�_,� �, -,lj I , 1 -_ � � . I__ - I . . -A, � - " � � . \ " ", . V I - I , . ��, ; i ;,I , , i � l Dc�-,,�-� L ,t I I � - , � _�. , . '4�l�' ' - ,,, �, . � - l, � ___ , , , I- I \ I l , " " - � " -1 " �\ "" z __IL , �� - �_-_ � ��?) , -� . __ '-, I � I __ ,, , 1, ll t. � l - L , - . �- ", -1 - r, 1. 11 1, I _�, ,,, I ,.A , 1, L L L I 11'1,�_, .��, .1, . "'L 1� . � ��; ,, " ,,, , l ___ I V 1 � _111��,,, 4! i - �, , , , - ,� - . i I � - . . 11 , 1�', " -"-,. -,;, . �- 1, , , _� - - - - � " 1 1 ___1 � \,i --.;�,_ ". �, , , ,7 � " ?,�,l, � � �,� _ - _� �� ll I , �.,Jlj� __� , \ \ � , A , - , �_4 "i � "'. I I . , , - , - _,", ' - , - __ ,�, _L _ t 1,� �� 1, , , �', ,� .� I , - �, �1, Ilk - -_,", j I ` ii l", � i . - ,�, 'Il' _:� -_ �, I - l- '.1, .- - \� L � �',,',��, ,-'_ ,\I � L ...... " -, _ , .,':;r,�o � , � ,. - _ _'-", i 1 �, - ,l� � , I . , . � � i - , �, �', -� _��,, ,,, , � "". L , - - I � , , � l. �� /_ "� "l, ��i '* '_�'�. ' 4. Equipment Operation Storap_e: 0 - -, 2: :Y- 2: 0 2: *_7 2: 0 LU ol�- j, j �� ,�", i- ,�- �' I I ;� , , ,,,,, � , . , -, --,1,5� _/ I � I - T jr�-- ��, . 1. 1. - - I �- L� " '.1 ' __; l, _ , � " , ,;� l ',�, 1, I I , ',� , A I " , , " , . . , _ �. \ ,�'11 , I . - ,\ I "'L I I 1, � I z �j � , I . " :�� I i,-7-1 ,1�, �. 1, " , I �� � \ ,�, , ., _ 11 - I I /'. � ,;":,�, f - , . A , \ " ,�", �, , �, , 1 " , - . ` - , - � I , - \ , -, , \ �nl, ,, ,� ILI il ... \L - '. _ , V% " Xl, "I ,lle" . �.., I.. I . - 'I, I I I \ .", ", � 1� , I 11 ! �__. N 1, ,! I ,I ,�i I I 1. % " �_, " , .. - �, -1 - I I �, � I , . - "', it - - ,� l�4; l 1 . i l,l I - ,_ - � I �-�� ',l - , , , � \ _._�Z.__,�: , � 1;1, ,,�` �, � '� _� , . , �., I . , � - , - , �,,, ��, . . , , , , . � 1. ��-�_�;��- I'� . - \ .,� / � i..� i ''. ; , . " 1, , i t I � l I ' I , � I " ,� l�.;__ \ " " " ��,, / , , I _ - i I. I I ,�_ , ., , . -li - . �;' --- l,- , , , l , ;;,l,� 'I, I , r F j " � 1, - - r I I > � �- - ., .1 I ,:,� ,l-.-- �,l �, I " and I I - �_ Q_ < r 10 U 0 U M � - I , _� I � ' I � , - , � i,;"�, "lI,";;�, , � � � il-I ,, I , ,_-�� _�: , I � I I 'f -1 '�, L ,_ , � , � . , , , L 'i. - 1, �'. � _ .1 -, , � ,� I I, ., -. /, . . , " I , . , 1-11 I � I I , , -1 y 11 _ Iz , .. 1 � % 1 , , � - . 'n ll . � , �l _', , � V I .i 11 11 , I � , V -_ I �1' I -, I . , . � 1, , � - � - ", I . � , , e - - . , - .� , 11�. , I � . , , . � , . , , 0,�. � . , . �,`��',��'; � � . A I I '11, "C"", _ I .Irf I y, t , 11 1 � I , \ l - -_ I I \ \ . , I _ " \1 , . I , _ " " . � , .� .. ,; � , I . 1�_!�.. . . . ....... - _ l., I �11.11� I . ll''. , , , ,� , '\ �, ii, - r `,` 1. . ;" � ,,�� . V'?, �ir . i I W I I j , . . , � , I I ; i I - L� t, ., ,,^l� \\ , , , - . __ � ,��;,, ',,� I , 1�� I ,; !, 11 1, I, i ': " . , \ I , I __� i �, I - " \ � ,��c .� ',l� 11 , ., , "L-1 ,\ � .4 �_��,q- /��,ii ,�'\ / - 1.11t ,.ii-, � . I I i�,�, �, - , - __ it I I � _J111 , I I _�� - , . �� I i �.� ��l ij l� i " . . � . I � _______ I- ;,., - � I �', , . - - , � I l " - __ -1 I, - _J� ., � � l" I , IN 1�1 /I ,� I ,�,, i" - �. " � � � , �, I I . I 1 i i � 1, , "i � ., Ii, "I \ I I, " I , � ) 'll., � / ,,,,� ,.. I I � � ." � , I I - �, . "bil - , ; i 1.� , 'i , I ,, " 1 _,4', 1� 1 , �: ,,�,' IkO - - , . . I �- -,, "', � - , I� - -. 11. 'll- " I . , ,� , , 1 ,W� 1 1 [--�- - - i \ . , , , , I 1�',;�",. _� , ,�fflMf,& ,,,,, . I , I , I \ � . � - ", , , � . , � � , l" , ;, _' � , I' .; " � � , l", ,,� " ll __ � -1 I 'i� ,;1,lr1% i I 1, j ,� . , , , -, i � ; -I- _ ll _1l , - , � - - .,`�. �l , i 11 , j, . ":l � I ,_ �� 1 . , 11 . : . , - - , � .1 L , �,l,<,%,;,We.�.,,, , " - 7 I - Mil ; , , ,�, �� , ,li � . I � I I . , , , / / 51 ,'��, , . /1'. ,��' "I I . , , ll� -, � \ � _ .z ,; Oil_ , � � , " , � ,:, _�-- .1 � , _1� ,I� I �,,� � � -1 \� ��, I I .11 1\\ '"' . , � . �, , 'l,I, � I - - "IL I - ,'_,�L i I . � � � 1. I 4� ,� - � �, , � , " \ - 1\ . ''L , , I ,,�, �1' . , - , , I , I _. - - �'\ , � � . 1� i f, ,� - , / : , ,.1 I I 1 , #', 1, I , ; � , I %�,?.,,-� --=-,,, - : --- -, t� -=-_�'�-_ _,� . . I l , , - � " - l� -- 1 -li'�,l f j,' il I , � 1 , 2 'I, � ''t � \ ,_", I I ,;;,,�,, , , , " "L�. � -, , _�. "', - , �,�' ,�,��-�- . , . � . I , l� \ . " -1 - � , . --",-- __ I . I . 11i" if, I l . : I d I � yll � ; l 1-1 , , , ��' ___ �i�� _ ��_-,l'� ___ � 1". I /l," * , . x, , �, � , , , l J,, 1 � � \ , ,. � ''I I - �1, I " -�;O` , , ) . 11 I . 1, , , , ! . . . ill I;! Ill , , _.i I , ,�� " 1, - I , i lll�', .!% :��,:,l� _ _Z,__ e�__ � I /11 , , 1-1 ,,l,Il , � I ,� I I . . . ,- .- - , . "� 1. "I'-, � , _ ,,l- \"\ - , �,� � , . _ �� " 11 a, I ". , , � \ __)�, ( 1 ", !it . � 1 :1, - it�i, ',i 1 i � , I I I �, I I ., - _ �;�., , , , .� , , � . - - _: '.l -, ,�'.-� XR, 11 .1 ,I _ . I I , � -��: _ , - �_ �, id I, I , I l, , I I I I !! , 1 '5" 1 , . � " - , , , � .< -6,)n l ., 1- L ' . . � Ill ) I , , , , , . L. I N , � , \ ". l. I , 1. 1� 'I' 1.� I , '. 1 .." ----i _ll.._ � �, '- \_ , I I I .� 'L I 1'� V�;� I % , _ , - -, . - " _,_, - -, - , l,' , , I ____-_1__ " L I " - !, \ " 1� ZI Heavy equi ment, vel - e of cons1ruction material,,., including soil shall not be, pern with in the driplines of trees -iicirlar traffilc andstorag 1P ritted _ to be savel,1 U) z � lc� U U) Uj - F - co D lu ;< lu . r Z) U [-- 0 �: =) < z - t .. ��, .�- , � I , i ,� � , " , / I,, . ", I .- - , � , , I I �, � 2�i� 'I, , , \ ! i _ . . ... � , - - , ,. � I �, , , _ 1: � ., j I ill � i ; - t L. . V.. ',l� � �� . "I I i,I 4 . , --�,_f_ " � � I j i I 1 Ill, I .... . � I ,�l �', \ � , - 1. , - I," ; ,iil _1,1�1 , i ,� I i , _ r I " __", - '. I ."�, � I .1 1�� '� " ` - I �,,,'sll , , , " I - ,,�, --'�I��, , I � I I ll� L_e,l I ] 1 � - '11, I I � -1 �, ` 1. �, I I "',_,l , I ', l% ,� 1, I � - , ,,l i Y " i � l , `,, " 11 _Jj I , j , , " \ �� \ " " I I - '� I.", �\ "I'l " . . � , -r � ", ,,, , I . , " - " " �, '�L , \ \ " l, I l� , ;, I , , - , I : � ',�, Z� �, " , " - - , �', ', k "I 1, � , _\ I � I ��'. l� � ' . �'� ,, �,' ',�� � .:,_ ,I, �__ - " : � _ ,;i,l ,� 1. I '11. "I - 1. I ,- �� , 1\i,4,, l,l,,,I_ \ Z \ , , /�l __ - , . - 'l M: � I I J, - -,�,, ! i � , - I , , �j, J i i I I . I L, l, ,I - 1,11 � � , 1� __ , ��,,,';'I�," ,,,�\ I � �, k4--_ ,l - , - , " " ,,, � ,�-,, � � I- A- " ', �_ . I _. , , , � , , � 11% - I I I ��-�� , I . 'O - . I i l -, � I , , 1 %I ; " l --- � I � �1 I � I , , 1.;1 , 11 � " ', , I _�, , , " � � " � � i, ,_ � ,,,, " � , , , `��,_ ,�' �, ,,� � � ,1 \iv � J J % . �, .� , ---- ! \ , 0�� 't � 5 A I ,.�, ", � . I ��,I',� \ 3 1, - `�, I ll� -, ---- -;l--;,,` \ -_.,',,i,._ ill J, "I., .. I ll it ----*-f - 5. Soil Erosion and Stormwater Dete,ntion Devices. 0 0 -- M _j lc� U cl� U 10� Ce . 0 � , . , �, � �,� . ,:� � . , , '. , ��, , I . � � - - I \ , I I �, 1. � , L_ I , , " ,-, 1. _111 � ] .�� I 1- ,:<, 1, �� , I., I 1:4 � - I I , 1 . �1 , T I . � ''. ill I _� 11 �'t � I �!� ,li � - -1 -, �,X, � . , \. / " ,� ,�", ,� , , ,�_-� ,-,-- � - _';"�x,� ,_` :; 4�51 � �," I , I—, - � - �� 1, I I \1� , . _1, � ? ,�, � , " " " ,-- 1�, , I , \ ; I I i � � 1, I - I it 1w i, , - I , , , Y\l - � " 1,11.11l, ,7_�'. 1 1 , `., I � !! t ! "il I I," , I , , ,�l' I *11 i ,---1, i ,- 4_1 �. U- _i. it , � , i i - ,��', . "I , � , :� li�,�. A , � F, I � ' I'! ll , 'A" .1 I � �, I, 1_1� \ I I'll I ��/,,�,��'- ,�,.r 1. � -�.,�l],�,'� - __.,-�;,_,-- �,�v-�,. -.1I, � _� .. ,� - -,, I 1� " �, I ,\N !\ e I ,\ ?�, � i I , ,., . I , , \ � �, ;r I l; �� . �.,,�, - , i I i - V �11 i, \ ", � , , . I � _. I , I ", N � I " ,_'j I I �!,,, 4 I , �_!.... ...L! l�� � it - , I � � � ; I , _ ___ . ;lI� >< I � _,-, �,�:�"� ,� � _� . '' " .,- � � 1, " .1 "/ I 1� I , i �� I I , � ...... . � � " ,-' ,r� � ) , : �i f li �, , � f�t ll 11 . , 1� I i 11 pl- - '- I %\ "ll I , f --A ,,; � ., � "�`L .,. -_ i � ," , " i \1 ,.� 1A, , - 1� , 1-1 � j --- d . , I 11 '. � - ( , .: �i� , , - . ,X " , , I - " i .\ - - " , \ 0 :11, I , -, , i ::�� ( ,l� ll,- , I ! . il I 11 -11-1 Of I I "�. � � I - I I 1,", -, - �, . I " -, -, -, , \ I ,,, 11, " � , i", i . v � � - -_ . t I �, , �') , . -11 , ;-, , . � f,' . _� "N , k, Uil,A� 1 \ �,*lli`,;� - \ � : I i -1 �� - ; , L '�`. 2 Such devices shall Dot adversel�y affect trees to be saved. 1=4 0 - (A � - � 0 - [.L M a- n I 1. , 1,1�1 , , "., I , it � � I "', '' , 1-1 \ ., "I -1- \ 1� ,�- , I , " . I . , � 'e�" -- , �i , .. , I � I'\ � 1-1 _ ,� I I , , � , , ill - I . V 11 , �.,� I, I . i I \ 1_1 ..f I I., � i \ " I � � jl� " , � , \� 11' 1�,,11'�. / - - , - , - , , If" I . � � � l". " , I I- I I ,'�' , \l- - -, " \11", ", . 11 "�. . , . �,l, , , "I'-', l�,, ,-� , 11 , -'�N�, �, 4 3 � :_ _ --- - I , , 1',�\'� �� .� , - l, I � "' I . ,n, � I �. �) Q � ,\ __ ,� . � � .., I � I l' I , i " N ; - " I, Y v A ; . I . I i, I \ 1, 1� , , I , � �' . I , - j�il'\ :, -j l_ � , , � . . I _, �;, _� I , . , ilill 11 % , ll, ., -l. I , .,� i 11 ,, --,,, I'T . I N i � � i ) I'L I . 1, .. .1 � . 11. � I � � , ------- l ', , �,, 'k, , - , I % , I t I , ; i�� " -,, -,�, -� -, 1i 'i > - , �, , , , �� , . :",,' ,�-':'�il 1. I--,,-----,- � . .1. V, �_�- lC' I , , % � � I ... I., l" I f * ` -, I � 11 , I - - I 1 , _ � -�� , \ im 5 � I I A. -ll�. � . , " \ 1A I N , � �, , ,.l I I ,�_Il x� - " ., � � �, �, ,; - __ " - . ,. � i, � , , . k 1, , " , 4 , , I I I I, ",�, 1-1 . \lilil�� l, ,--- _ l� - -, _-, , 1 _X l, Ail ,,, 1 1 ", I i; I , \ I \ � . , . I I . � � " Z � , i 1 ---ll -______ 1 i 1 A _�f,M,��]� � I ., � I , � 11 . -`,j 1, I "�."',,", , ,/ ,,�, , 1 �. I � I I , �./ ,:.. � I 1, �P::'.,.. �11. �, ,, ,,,,� , , -, ,,-,, � - __ ,, ", I _l� 'A,�,� �_ " � - -- Up \ I ___,________�_1 I ! lf1,_-' ,,� i ", �,.. 1 I -- i,�, I I \ % ., .11� I ,,, , I I , "" , I 11�1 � I , ,,, "; Ill ,! , I I— -, .l. -Il j -1 ` I . , � : / , . � � i i . �i i 1� - __ t , � 1, % I � 4 \ 1� I , ,� - -�l i 1i 1, � ., ,,,� I " ., I .� 4�l . I 11 ", - 1\ I 1, I ,,, " � I \ k z',,-' �,l " ,;, ,A_11� "I �� ; , / i ��,, - � -11 , I 1�1. I - 1��- \ " I _;�6t� . 6. Fires: U) uj CC > , ,�.4 - > (f) - - > a . .11. I 1. , llel��, I ,� - _li.; l , I I " . \ �,, I ,j , " '11---, �\ 'il- 1, � 1�_�,l� I , ; -- \ - - 11 _-,;;'4 -1 , . .". � l, I � I ,� \1 , , I ,Z " -1 I . - I /_��,��_ � � , "? ,,,, N H ,, I , \1 " 11 " � 1, ,r�>, _ ,z �, ,,, , . �' , ; � - , " -�, ," \ � I ", i 4 . I _1-1 ,�, I - I � - �::_, - l F, 1___ , - -_ \, � __ ,Ij I " � � . . , - � ,_�i., , 1; I 1, I \ I I � � �:,Ye,',,, I", , , -11 , � - :", , ", " �, ,;z, ,� �,,��,, I ,� I 4 ,,� , �, �,-", 1, o Z, �\ \ il I 11 " " I I � I _1_1 ii . I - ',.� �li,,'l " . .... 1i i J 1 ,,, - i,__ ]i \;�,�',� I � 11 , I ,�, _., � i _,,���,� ,-,-;" " -\, . ,\ / , ii " , 0 'r. 1 , i I 1, I I . I � . �. I i . - _ *1 I " , '11l,, � , "" � I ,�� �,," �,,� , , , , , . ,/`�` l� , - - " ;,�,,� � '�", i t� 11 . I' , i �,-� __1_-F1l,.' , , �i ,� , � I " I �1_ -1 - , ,. , . , , __ � " - , � -,---,--"------- I " i ` ______l , � _7 J 1, , -1 "� --.'-- I, " I 'I, % -_ ,�, . I I I I - , f \ I � ,, I �� � , , , , , '\ - � \ 4 � 1,14-:1 l, . i�, � � \' ll�- __ , , , 1,,,� ll� - -, �:,�_ ,-�,. I I . ''. �. ,_ " ,;- , I 11 ) ".1il \1 '11-; \ � " � I . , ,, I � . I IIA . I _lt_�,_ "�� I � _..�'. A ll � '� I � I V I -;l,.�, " , '-' � i I 0 Fires are notperinittedwithin 1(00 -i feet of the dr )f trees to be saved. 'pline c 1=4 fy- ce r___ � I I . \�, % � I _ I I . , � , � " . . . , , , , � - 1. � " ",, ,, , 1\ I I 11 I I'll i I , , , 11, � -, , it, I I I i � , 1, , , - , ", I" , ." ", � . . l ii .1 - 1, I " , \ "�� 'I. . I ,:_ �, , _� , . -�. , , \ , 1 � Ill, --.-- . -� �! I , - "�, -'-!L-' ,--- "_ � - I ''I � , 11 , - lL!", ". ;,. \ ,f, -,-,l.,, . � l'. , . , , � , , ", "'lL-il-, �, I I \�,� l I_ �, il V I i i i � I - � - , - .1, I _,�1�1, � -, , _ . z; �, , ", , I / 8 , " , , I I\, - . , I , � , , �, "l:l I � , I , � �"Ll, ----F , �i , I.i . ...1 , . �_ .,,��, i,l;o,�, 1___" . . , , � � . I I � I 1, `-, � � - ,'. . , , � � ./ _t-, , ,,' . , � lk 'i" i I I N _7 I ,,, ,,l i- I . - " � ,,,, / ,. 11 � I I ,� I `\ \ -11 \ """\ - , *\ , i , i I I I 1. � . . 11, - - i -1 --I �, -, . 14' i S, " \ _� ,,',-' e��;l, , \ ,_1 1 ,4',� �` I -, " . � , , l - I , ,� , i� � , ir , -1 I I 1 � , , I ll� ". � V 1 I I , , , .1 I i " \ \ " - % \ 11 � . I , _, , , , ,/ , ,� , � ; > ,�� 'i, I 1 i 1 , , I 1� �, I � I 1 " ll�,� i I 1 � , j , ;', ll,'� � ,_ , , J, ".,\ l-, . I . ii ,�� \ -, - -; 1�1 ,,� i , ... �`,�<� " ' `� ' - > � _�, - � . / /, ,,,, \ "."l" �-ll, , . � , . � � : , I 11)'L, � I . ,. I I I " L, , _� `\ , � . . ,, .l ,�� l'\ '-, _1_. -- � � � I _� , , ��, � I ,/I I I � _ � , . ., l ------ \ - - 1, l?'t�N \ \ . - ", � �'j L , � , ; - 11 -1, � , � Ili � , , - � � I I ., I I � I � I , � , . I . �, I ll �l,r , - ". I l I I 1, " " � i � � ,�, I I \ " , � \�, . \ " "', ,I-,' . 1��',` I z l i I I "! ,f. � ': l! , , I �� , ll -1 -.1 � ,- 11 . . 11/1 . " � � ...... , \ e I 1 '4.W I - l, I I i 1i I 1, � I . , I __J I J i� ", ,�. I", �, I I _� , \ ,_ \ � I " ,.. I 1 � 'L � ,� :� , " � A'A ..., ., , ,�. " , ','. � � / .,� , Z � ; I � �ll \ � �, . , ,;�� li i l I �_ ,,�_�� - �tv,. 0 � �� 1, N ,>.��, , . . . , ,,.,, . � � . /. " " ; 1 i;� l, f �j 'i , . __ 1, 1, , �;_ , " ,-��,� � '1� I\, l , . � - - I 11 I 1 i , I I . . , . � , I ----, 1, I " I ', , \ . � 'I - � � ; �, - � , , I.", ". iL " , 7. Toxic Materials: LU ,� '. �', 11111 I/ �, " I- I . . _ �11 � , , q i It I . I I . , ", �, . � l 1, -",.---- ,�, _,�_ , , I ,� , I 1, , � , I, I , - . , " ',I! � ll " I � '' 11 j Ll_ �, � � l. 'r, - -, , i� � I I I _ , " "z � � - j 1,1 �lj l h : i ," 1�1 I l I fi , " I 1 1 1, � . � ,:,, % \�I\ " , , i I , f ", . 1. � .,.-,Il ,� � , " , l_,V,1-n% l 1� 1, --;-, ,,,-, \,,� \:-- ,`� '/' ",,,'L,. - � � - i�' 11 . . ,/i", �.� - I �/ 11 " i � " , , i f 1 il . / , , I 'ILI\ I , � � 11 -, � , , I N , j �, 1, .1 I . I I � i I ,I, , , � , " �'! , � ;_ ., " i z � , � , � I , lljf4 , i! /.. l., 1 , , -1 I �l� � 13; 'iL I ," it l � , I �, - I , . �� 11 � � , � .:i� j ill' , �:1 I ,/ . - I'� , , �,,, ,� 1� >-'11 `,�,�, , \ ,1� � . . � , , I . - , �- I " I ,�'. , ; "� i I �, i 1, ! � \ , I _4 4ti, ,. I � ,�(,L " I I - " " I � . I I I , ", �, , , 1-1 . " ,. �� _,._�. A', . . !l ? ,�4 I ? 'I �f "I", I , -` ,:" ,,�, �, , �, , , .�, , 14 I I , , , I 1�. I , Rli�:Wi,,,", ;, z""', , ", N - I , I I i - -, . , , , _.____-__,,M_.. P . . .,� � � .1 , , , , f 1". 'Li� ' ; ' I - , [11 � 1. I �;, , , ll�ll - - , - ,� I I - I , ''I , N� , , i ,"� i ,� �i, i f � r ll � , � I 1" l�' 'Z I � � " "e" �, ; i ., , - I I - , �.� I - I I , . , , �� - ,-_, � �� � � , ll � , \"_-,A � " J ,-� , j, l, ,� i , .- il tit, j 11 . I � , �,� . , - - , , \ �, , . , ', 1 . , i �: � I 1, I . , , \ , � I " � �, / iii i !: 1 1 , �, �: -� s,,��;! , ,�,',, ,,* , \ " %i, " U Toxic materials shall not be stored within 100 feet of the driphric of trees to be saved. 1W I 1� , , , � - -, I...� I , , � I .11 f,�l . 1_1_� , ,ii, \ , � , z , . z _X \ i , ,_ -, , - 11 - - " -11 I l_) I ,'i � .1 - - � �',, , ,� -,,-,:-' "� . f,� ��l �-- ', , 7� ,l,,V 1, '_ \ . , � ill" .) � .- , ; 11 I , - -- � - , , H - . , . � '/ i - � - li j 41 --- � 11 ., , � , I � �\ " l-, , . ,. �, �, __ . I �,� , V l 'I, I " � __ I 11 t � I .. !!i i t l, it I i -1 . "". I , ', i � � 1 'Ir�� l 1, �,,� f 1, ',-, ,,,, �, t\ "\,-" , , . , ;� - �1 I l, I " l , . - iI, . i I � :.--,-,,, '�,,,,�, 1-11 11 - , ��jl 1 1 1 t I �.i -----_-_l_,� 'i li i � -111 V ,; � i Wl i'lli ,,��,, �� 1 1k " "', -, '* I If i, j j - ; . j - I 11 I , � L,, " I Il, � , � " L ', �, __, � . , -, " -, ,I i � �l�; I .. . I 1-111- 11 . L `�� - `-,`L'_ iI, I , I I I ,""',�_)-v � V- f'�',',_� I \ , ,�,-�,� ,� ,l " " � ""' -<',� ,��;, 1 i, 0 , %l , , �� li'l,�lll ".1, *\ , - \,,�, � I . ,,, . I I I � L L I I � , � I I i� I I � \ " j, I' � ill ,�, I I I . .1 ��' -, -, *� . " �/ I ". llo` , I : I _-l ..� I � - "'A.".- I .. 11 , � '1\ �, 1, 1� �, I �, I I i "I" �_ . -, [ � , .ol, , I ', I I � I � �� , '' --, � , � i ll�,*: -, - , - , L kj � , i - l' , , ��!-v I � I _� I �_,�, ,,,, I . - .�, I ... � � � _11_. , " � I , � � -1 .1. I . I I il,�, � , " _�'', , � , % � I I I .- I ,� , - 4" -11, I . ". - . . i I .. I , . . ii 1 ; , - ,, i ,, . �,,��; ,�'��,,,�., � - ��, \ Il" , ',� -J,'� . \� _-"/,,_ ; Nil I ll �i I � /___ ;� Ili i . . � . . � , ". X "" \ \ , , ,� il� ; ,_ 11 , , :11 . . I � - � I .. 1 � 'i � � _� . . � 4 I L � I I .1 � I , 1� �, 1 \, ; --'..'.�:� �i ", - * I I E I 1�, j � � % I " I I 1� , I . �5 li� 15�' � " , I '\ �,L l I '! 8. Protective Fencine: I i , .1 �;, I , , , I . I I l I I I ��* � I � I 1. � , , .\ I � " , - , - , 1� I I %. . �,,�,;I�l � I 1� i ! �;ix,:�lli*::::!i, , , � .0 " ,, I ': , 1�1' , , , I � � . � ,l\\,- A� � �� " - I � ,,"�, _'�� X . " I j, � I L C) q � 1 , , - , . �11 I I , , , I "I , -- "C'el l %1, � , _ I - " 1� I i � --- 1 , , i 'I'll - -1 -, --- - ! � - � � � i 1, , , , . I � I , " i I � � �� - 1 , ', I l- I _,��l,f \ " V , "I Ill: �::::l'. , A - I , 1. � .1, � 11, �,�l � l %� 1, 13, 1, I ; I c I � \1 ",_ , I I 11i � I ,Q I . "'u til -,4- ,Ill!, J .- ,_ � I . I , 7_:_�__ � 1 il i � �;�� � .1 j � I ,;, � I � I I , �,.'," I , �,< � . � I ! ! \ ", 'l i l� 1. , � � 11 . , - 1 \1 I ,L I-, I � I \ I �/ , "I � I � ,1 I \\, ,,, I , . " .1 I � i I , ',I %* " , 11 \ ld I I 1 _ � _', � '., -- " - , , I ,-, -,, - X " ,,, . - '. - orgrading activity shall be protected by fericing. El Trees tobe retaittediAthin 40 feet of aproposedbuilding, I , � \ - ,,,,,, ,-. I 1,!,� ,"I \ � I I I -� , . \ 11 I 1� a -, ill , I _ I � I I t I / 1, 1� I ? %)30 1/1 i � ,,, I � � I I �11.. !,,� � ... _ :l, 1 ,,, -'__�, � " , I , I ,�',', .11" 11 . "j." " 4 , �� - - - � , � � , I __j .1 , 11,� '' "T, 1j �e � " \ ; � ; ',, 1 -_ __ �i, l", .� ii - I -- ��l � I .1 -_ � . ,� �.`,f I l-, ,)4.1,� � , � : I I 1, 11 � I" .: - ,,, ,,'* , . ,,, 1, .!V, \ , \ , � \ " I �k i ,� I I . "�', " I _��-,..,, '' 1, i iv ,,- , ir, "' � * � ; � ". 11 I " � - -, . - �,�; " " � \ , , � , " . I " I i li ,� . .1 l' �� e,�� � I ,�, � , �, " - , � L ��, , - "� - _ , '. :�'I&'� . . �� . - I. � , , _____ 11 �, i . __ W , '. I I .. I '; k \ - \ ,, " " , , , �� __ I - --i io'_sl ., l�l� ", � ill i _ L � I r, -P, e.. i i _ I- 1 lli " , l+, , � 1; 'l " ' ' , I \ �,X', " � . , , -,,\ ,�,,, ,,'.-,i � I / / __ - li F � \ - 1. 1-1____ � , , I., I - i� , i I i -`,,�,Y "', � I I , , , I � � .\ l:, �� �, I I I . , _ �� ,---1 e � �., � ' �\I� 'L� I � I �� ,� "", ill "', I , I . I I ___ -, - , - - 1� . 1�� .19 ITIG � AREA il % " � ,� 11 ... -.1, � l� ,,, _', , I I /, .. " , \ � �'11 , , I j � I I I I I ,* _� �.l,! -L , . -i__ i I l" PI ,,,;�� I il i ; 1 P., L � i ` l. li P`.,0POSED M ATJON ' , - �'111 , I I , , \. - A �� __ -_ ___ ,I I � i , . ,4j/ , . I _1� - . , 1, � �, - I \ I I I � -�,,,-__ ,-, J -r i,,,* , li 5 � �'. �\, ;-7., 0;/ \ , I 1, , � I V " . , , __ . I ,--,,,__ i i� 1. , 1. - �, I � I , . ., l�, , , 1, `,i� - " -_ ,:�:?'l , , , , I l ,, 1.11, .j � l , I 1, I , l -1-1 � �__, , i ". - "', " ". � . . "I , " 1 � 11 � , , 11 �. 1� I I . ,,, . � �. i . 71,_ �l -.-- - -_ _ 1 L r- ll'l,i __ . I 1, , , l% - I - �, A " ?___ . ,," , I , ! , . I I -1 �- __-, j I 'I, i _ _�,�, �,__ � ,, 11K --_1'4_-f, "/ I - - _2 ; , �,, ". \ , , / , , I _' ";�", � � , ��' % I "l*, _,� I 1� ", i /I I I � ;��, .- f "', "i )____�,, � __ , , 11 '(0 ACRES) " .�. I �kll ,,- r ZLL, . , I , , " � , , j, � , � I , A., --- -,- i, -7, ., I � " , " - I I -% � I j I � ,. 't - , , , I , - - % ,6 , L, . 1� w I I � "" " I , "i, - -, ��-,f �, . '11, I , - _ � I ,,-, 1- -- 11, f / , - ,,, � I l< � 1,� I I" , ., I ; I 'j, , � - i � � ,,,, � _ :i il, ! � j, " i, li I "I I'; � l � , , I 1, I 11� , , I , I " � "I " ", � ,,, ,,��, . . , 1, ,i 'I, i , , . W �� ��,, � � ', __ ij . _ , , , , ", , ,,, V -, " ,l) 1, , l . � I ; ll I � ,��( - ,, _l� 11 , �A - � Is , -,- -- - I I , " � , 1, 'I �, ,_ _% ,� , Z1 Fencing shall be in place and sh.,,all be inspected and approved by a Courity Inspector prior to grading or construction. � I 11 I I , I I I i= , ,--,, , , , . 1 iij I " 1� ,� � -1: , . , � � I 11 ,, I , . J/ �� / � , i , I _ --- I I" ". � "'., - - , . , 1, � ,�, . . � l. - -_ � I ___�, - �7 I " . � ��, , \ "I . - , - " _ _ - , - _ , , l, , i . \ ,7j , ';�, " i 1 � , i � l" i, � ,� , % - , , _,� q,", , - ,,,�, � \� " � ,,\, , " �,' , `� , . , I .. . ..... � l � , I I -,- 1� I `�,'.� ,<-, � - ' , , '. , , � I I % I � - . 1, I -1 1 , ", . f', . . , 'i'l, . i, , 1 . I � , , _--, _,� , 1: , �;�,C,,,, ". " , - . I , , ,'_ , ]l - I l� , . , -, I , " **' � i t L \ ,., � ". -,�- "'i �,,, \ ,,l � � �, , � . I � �. !li , !. j, -, \ - j 11 - i " , i I I A I ',,�, 9. Tree Wvlls: , � ,� ,_� , . � , l � 1, I ,� I -,. I 11i . .. � , _ W`,�, - \!, �� - . ,_ , . . I I, _-, � . ,,,,, , , , 1� , ,��;;' I I I I I _1 . � �, \ ,� I , , I . . . I - I i - - . . 11 . i � � �!L'j � l; it I / l \ , ,,` . " � -, V'L"' "�' % ." ' ' ,l.�,', L � I I , i � I" , � _ - \ I , _,� :�� ", ", L .�,�,� , '� I tf�/ >-', " UV , _ , r . I I . - ; I 11 � , l % - � I � I I , � ,:r . , I A I t I I - � " , , � , "' "' I -, . , , l, " � - �- 1, _. � \ . it. � I � I i]:1_,1 il I :'' _/� , I , , : % " , I`� ��, " , , � \ "," \ \ , '1� � ,:� , -, , , i I - I 1 - -] --',! � I , , L , �ll_ ,,, ,-",� � � , ; il _,%� I .. - .1 . , , �. , , � " - � I �, ", � I �_, � , , , , . . . . I \ l, I 141 � - '! � l, - I , � _ �, ", , ,.-,�� I I", ll, �l ; 1� I I 11 " �, x , . , , �_, I ,j I I y / -Ili ` " -, , '� 1, '�.t'��l 0 1 _," , ,�f_ , . - I � I I - , - , I , � , , . , , � . ,� . . - I ,�� � � P. �. j 1, I . V I �- " I '4 " I I � 1� I � \"" ,_,-'� >�_ . ", �,� . . , ` I \ , . � I - , ,I) �� I I %, - I \ , , � , - . , , , 1, . I . 11, , , "I J j , ,� , . + " I � ,l,_ll, ,,, . l, l" ,� , - 1� . I 1, � I ,i,,-,/. , \ , " � I � - k � , � \ 11 � 'I'll, ,& , ,, �;� I . ,_ - - ", +I I ih!\ / t - � - El When the ground level must be xalsed within the dripline, of a tree to be saved, a tree well shall be provided and a construction detail . I I I I — . I , . 11 , . I I � 1,� " , .., ,� z . . � . I , ll,,� 4 ,;, - , j 1-1 L 11 " � _4_ \ , , , . " ; . � � , I 1�,�_i_ 11 - W'. . � . � , jL , ., .1. \i �, I � , , , I . .�, I I ""I, - , , , \ " -1. " 1\ � , . � I I '. I I � � , - ; ,.'�'_'.';'L"'_ C ("':", 1� ", , f - ? il - W l � \ , ,< - . � , \ � : , �, I "I' . � "I, 11 - , , . � , � -_ 4 I --- � ,.; '� � � �`, ,'l \ " ,,,,- , I I , .'�: , I , . - I " I, I ,111 l/� ) �---,:ti l- I _11. , " l , :111, I � "'I" l., . " ,,, ."� - `l,,,�,, I'� - , I I'll - " - k\ , 11, - , �, �\ . � I -,',, I , I ,�I� � I � , , h � __4� � lj_�: /1, �. V, _L 1 ;_ � " I I � J , I, -'ll. ,;� , ,� 112, " 41 , I , , I, "i'., � I % , i , \_ . I . .i , w . , , �- - I , , 11 -1 �, -, , , I \ _1� ;1�1"'��l�� / " \ - " , � \ .11. A` it , 11, "l. " 11"), � I , , I "", ,.�, I., I I I V i -1 1� � i , , _�' � , ,l , , I .. , � � . - -- 11 , , � � . ,I , , ill I I I A,k7l� , - I , � �� � , . ,T��,�\,,* _�11 I " �,, 1�04l: 1�� ��, , - I I I t'-`_--- , - , I � I � I ub ' fed for apprA )11 al. s Init �_; ;/ I - I . ,� � . ,�, ,,� � . �'�:. � I I I I � I � - , ll_lk .- , - l �. I � _"� _ ., . " /1 , �. ,I �� " , _ I � , + " , , I - -, , � """ , . , , I .1 Ij I . � � " 1, , , 1,� \ .; � . � \ , _�, I " -�'��__ ''. L� --I I "�11 :f� " ilf - \ 2 \ 1 ,/ , , � �f'4�,__ . If 1[ i/ I I` t � I t - � 3; , ,,, 1. , --,_ � I I I I , , - �, - \�,-, �"", i ". , . �_� "I - " I , + - , -f, ��,�,*�_ �, \1 " I % , "if , 1 I � - -, \ ,�, I �l " , 4 - � ��. 4- __ " /, 1 �'-ll \ I t -_ -, 1�� \ , , \ '. 'L I - , I 'l, , ,� ,k , � . � \ � \ 'Ir f, " " " Q- I ;, I ", . , I � I 11 - \ �� , I._ I I \ I'� I I I I , 'Il � ,; I'\ � "! "I . . �. �j� ; . . ;"� . \ � , - - � � - I , I \ ->\ "' ",, ' . \',� ,'�i L "I-l', 1, I -1 ,\ I � , "" I 3 - � . , l " �� � 11 �, I '' ." I _`,11 , - ", " . . I 1, , 14 , , ,� , , . ; ,+ I I �, . � " I I , lli, ,-; �,. , ! , __ 1 , ,�,� � _ 1, ,,,�, I - -, , 11\1, I "I llt , , `� , . ,� L /, L. � "', � \ , '1� I .1-1 Y, I I . . , - "'Y it � _ .1 l: ; � , ,��l J, , . I _ ��� - .. �, , \ � , .1 _�, � -, \ " 'l \ " 1 11 � � . � 1, 1, , I ; 1 _ I � ��, , - " , ", , I , " A , ,t , , I , I * .. - � __ � I - - - ". - I , I , . . \ I I I I � t! , , " ! f/A , _, ., , 1 , , , - , I i � �, � I .� �, I 11 ,,,, ,X , � . . ,�, � I , - I I . I I � . \ W ,l , , ", . � , �_ , , � , l, " , . , f , I I I I , - _ , l . , � , , � " ,z �,'. 1 , � .: 4�, �,� \ , , , ,� I . 1, '1� : 1, ., I I 'l, -- - - " , Z, I , I I , l'. . " , I J ," , / I I I 4. , I " , � .. . ... l I -A '� 1 \ 11, 1, ��, , , I 1, , I . I I , � ,.�� �,, I \ \ 'L . 1\ \ 1, l , . , , ) . � . \ 11, + , �. " - � - fi � I + I % . � -,,,'; , , - l , -, , \ 11 " ,, " I I , I . '. l" �, I - . !:�- i ,,- %� , :, "i f '. 8 �,� , i � � - -11 -1 I , , , . , � , , � � \ \ " / , P , . j " t - 1z � 1, *' ' ` 11-_ e, - " , , I , , -,,, \ � i� . , , I I �,,. . . , �, - , I \ 'i � . , ii, / I,e,. 7. - - ,; . '* ' ' ,� ,\ \ �� \ "\, 1 �, , - \ I 1 �, I- , .1 �,� , i i I I I ��_, , � I \ ,� . 1i \,� �� I ll I , � ��! .; -- I\ I", \ ,_ I 1. I - � "', . _1_; I I � j , , � "", % , � , � - .��- "l ,"I � �, ," I \ I �, , , , i. 4� l I I I 1 � I '. _ ' I � I ; \ \ "� �, I " f , , z I \ , . " "'. ", I I ,4,1�l, �., � , , ,� 1� \ ". " ,, \''\ . � " . �l i - I k I , , 1, � , "', \ , ,e, \ , I ,',I- .�,� �' , , , -!;,., I -, I I , l� � ,__ I � A l,� I . �1 1'� , I , , , I � ,,,, ,,, , , � , I 1� ,,, , , , L . - � A . , .;," I I \ j , ,� I . l - ! i P, � ' � , 11 I 1� ". 1� " " , � , , � ii , � - / � , I- I 11k � ", / ' \., ') \"\" - - 10. Tree Walls: -1 " , T, __4 �� �� , N M - . . - � J__� . , . �, , �� 1-11 i � , , � , � I , ,-, \ 1, 1� . - I L , 1� . � , __ \ �, ., , - \ , ',7 , " . I l , , - 1 , ,� ; f, ; ___ __ I I � � , �, � 1. I " I , , , � , l, �y " ll i . I , , I '.� ,�\ , ,` , I z t I , � , � � - �, /I . I f* , \ � l/ " , '. , . I I , , , " `,,� , , - - � , - , " _�, I I I I - , ., , _�ll \ I . I I �� <� \ " 1 �l I 1, , , , , , " � 1� � . I I l , , I � l. 1, 1. 1. � ., �,� " , , � " k . 1, ,, � ,, , _. � 1, � hi I . , � I , '� L -, __ I ;� , , , I'll , , , 1, , 11 ' I I � I I , ,� " � j\ -, . I � � I , �,_�, \10 I / -, � � \ � , 11 \ / ".-I _� J 4 ' ' � � `l�, level must be flowered -within the dripline atreetobesaved, afreeNvall shall be provided; and a construction detail Ell Whenthe � IN rN M --i N 00 -_ � , \___ __1 _ _� , l I I 1, 'LI 1�, �1,,Iil, , , , . ' . I I � � � , , I ",L,; - � , 1� --- , 1 .51 . 11 � L :' I . � I � \ \ l, - 11 fi, I I �, �, 's ., - � , �� l - " . , " I I `iY1.111, I � .,,��,�, \ 1z " l - I , I . -, l c 1 - - ��,� - ",I i �, , ,� � , , \ �, , ,, � ,��,,%%, � I\ - F . ,, �, ,, " ��. I .,\ L I , \ . " ,,j ,\\. r \� .' ; , - 1. � � . � I ./ ". 11 . I I 1, t', � , i ',� i ,, _� , � , � - - - 1, I " , , , .1 I li \ I 1�1 , 7 � �, o � � \ . , I , , , . % - I , " � , - -\ \ k, , � / I I , , , ' I I i , - ? , , " I � - I I 41, \ , 1� � , " "I'L'I 1. . , � -,� I ,,� l�,. .1. I , , I, \ 1. \ , <k - I , . I I . I I il �� , / 11 I t , . A . ,` I \ . � . '.�, , __ " 11 i ,, I L .1-1-'..... -.1-,�jb.-rAl ,,, i I'l I � � � I I I I - l�\-V - , � I \ �,�� ., I - ' . ,�,, 1, ��, s , , . l_ - I � I � 1. i. � -,i' 1', A �, *�, X < \ � I - �1� ,,,, i , i, I � , - �, " ." �il�:': ll; , �1-11-11 11 , ,� "I I �, . . 1. - i i 1,�V ". " / __._ . i.V I � -_ -:I,, - ,� , I � "i 11 f � I �� . I , " , , , " -1 l i � _� � , "J, j , , � , , I , ' , `�Z' .�. � I '1\ 1, I � \1 - 1\ j 1, 11\. � "I � . t � /, �r, . 4 7 � � 1'�_,_ - � -.1 . , , �� � . ' '\, r ," _',�, I / I , ; i � I I I �. � f , �' - 'X , - - -_ � i I - ' , \� I I I I �,� I . 1. z I , " , , , , .1 11 "', ,/ , ", /A / / \ ;,;�il " I l* _', , \ .1 . , . _ � % ll _. __\_ - � I � +lL - ' % ,,, ��.. , ,,,,,,, 1\�, ,"'i, , I , '' _ "�,,,u '-- � I ground I I subim'tted for approval. . -I *_1 -q _� l �� Z57 -_ 110 r', I . p r I _ ,'\\ _� I , ,l, , I .. .. .. i ;.", _'� , � , , I - 1. 7, - , � � IL l, . � . . , - , I , 1 . . ... ., - - - I , l I I , - � t I ,� . . . - , I "." i I I , l/ , "," i:, , , " . , '' - -, - , l /�, L � i I I : I I , , - - ,, , �l_�" " , �';fl,k "'?_ " j ' . I I- , , � 1 / 1 �: .... . l� I' / . " � P ; \ , - . ! , � ,� , . � "I I , ', " '' �l �, _�; . ii I . � ;�:. , - , -1 - I I - , - , , . , . ,:, . , \ \ ,\ �, \ I;;- " , , / ��'; i� ll + . Ill -_ --- ____ i , , , . I :� - � �.". � r'-.'-' , ! . , j, i f i � , - I . -.1 , - ,,, �, ,�� -,� � , �, " cw_ , � Ill, Kl�_ '' , .'' , _ , _� " l.. ,�/; / , , ll 'i. ; , - �+ I - , , I � . I I . . � �/. � � . f.. ;_ , , 'Y' , , � 1 , -ii P _ I l! � , � , i l �!"\, , , il, - - _ I __ �,,` I I ,c 1, � �, I % I . I , �, , . -1 \ � Q d"I"I'l, i + I \ i l i il -_1 I ,. 1 - "-. , I Ij I ` I - I . I . . I I . . ,. +/ ,; --- � - I _ , \ � l" � , , N, , �,�,��r � ,, , I I -1, \ � 1� , ,W�'k � � � .it I . , I � ,,, ", zi� 1_,i�, , I �_ I �,�� I , ' ��,. 'I, �, I I � 1, , i'll, �,, I I .1 - , � I � 1� �� '", ,-,, � �', !!� i . - --- - " �,- - `,�,-, 11 . � I �, � I �d!1.�.,�!.�.io, � I ", I �, . " l - , - " " , Illk � : / // If - , �z,. ',- 1, t,�,,',, , "", ,\ � ..� L �;,� I " ;_., . 1- _15A, * I i ls� ; � � l �, I . I I I -1 : , � j k I I ' ; , , " I \ i li i , __ , 'I �.. �, _ I - � .1 0 1 1-11 " \ " Ii! � I I �- ,,, I I -, 11 - f, - * " I I I I . �. � I , I . � I I I 1>1 , , ,, . 1, , . -, - IV- - , , I � . r . , 6 / �Z-11, -_ \ " . , , _', �l "I , - . I , - \ I", i Wit . � , �T 1, � , v, �w'�� \ '. �, � ,< \ - " 1, , .. , ., ., . .� 1.� 1 4k I �` ` �",/ \ I I 1. I- I . i.. I . � . . , - I � I \ I , ", l� - , , , , ,_ . �11, -, , , - , . . i , ) - I . "'r --- - ! " � i !Xl, -_!, -, I ... � !, , . ,/1 , I ", , , , _� I . � - . , , . , I 4' , * ,.�(L) I" , - \ \ ", , I ,�, V I 1::0 f ? h V I I I I �-. ��', \�, . , , � l�, �, " , 1, \ \ I " 1� . I I P� � I . ; . .1, P " � 1, r ... I I 11 1 �,, ,\, "', I I . - I -, _ �\ 11 I , i -1 I I � I I "I'll , \ ��, � I " �, _ ", I., �� . - . I I , ;), .1 ' I , , . . i ' I � , � ; I \v ll , , ,,, ,, , * � \ \ ,� , "I .1 \ . � I ' L . . � I I . � _. . i , " ". , I .1 , / # . I /11�l 1,�� -,�_---------_-_- -_- _ . I . , - / , ! 1 U,- I � ,\,,'�jj'i,�, � I I ", .R � ", I , "I I " �,- il "-% ,,:� , ,,, ,;� I � . I '"" '�lL. �Jj: ', , -,, -, ,' % �i 11, � � i l . , , �, � ., + , ,/ /. " l \ � 'I" " li , � I , � , / , � --.-, �1�v. " - , - �, ,. ". 1, ,� r. - , - I " -1, � \ I " , 'I, , , , � \ � - f ih , "), l ' 11 I � ) . I . // � U'�`, 0, - , , ii . __'� 11 I l,l 1 4 l j I i i , I - il , I A I � � - ' �,,_ ", 11. Trenching and Tunnt!j!I&L -s I , , , , � 11 � , , . � � /� \ 1, 1, � � 1, le /, y .. ,f 'I, ,� � " .1 . �i, I I 1&1�_ q �, �_ �, - " _ , ,� � , - , " I , � , I I " \ " � � ,� � I � _� - I _� I I .." I. lie \ , I I %. � I . � - �� . ! . . - � " . I ', I" � i, � L ��, 1, , N \ \ . 1, I / I . .1 / "', / ,--- �A-., -, _ ", � I ,il " % L, , � .+" , N, �, 11,�_� \,'��- ", � , 11 � 4� , J _j IV, �-'A � ', 0 , ,3 " , ___�,, , \ l, , `� 11 , -,.,, - I" ,. ;1 ! """ , , , - 1:7 - , , - � ., � / I 1, - U , ,Z . I \ i � � I � N" , " i '. , , , - � I .�', I 1/1 / ", 1. ,1� - I / __,� '' 1, -, 1, 1, 1 '/ ", ; ; I , , I ,, , 11, �, // � l�� -, " I Ell When ti -enching is required within the litnits of clearing, it shall be done as far away from the trunk of trees as possible. Tunneling ,;L,� , - � 1.11 - �,,,, I , , . . � I "A , . , . . . I , I 1 i 1. , 1, � I i 1 P � / --,i �. ,,-.�q'�'i % , . . � "I 1, �, � :-, , ,1 rr__ -.1 " j 1 1 L�',. "l �, I , , , L, � , 71 0 - 7 ,� 7" _/ - " � ', '. �� .... I ��, l � j,; I "", ", � ",.\ , �A , . ,� __�H %-j "P -l"; l / f " I , a i � � " , ., , ,- ��,- � I'll ". z "L i , , \ +_�, l,� �� . - , llr,,�_';i",", , 1�1 I 1; 11� \,,� "I � , , ; i . 1. I � . �. I / I 1 "�7�-;.,�_ 1 ,\j. / , Ili "I / I 1�, r S , , j i I l % - _1 , ,� � I IV, . �, , , , \ r, " �� , ,>, , . I , , 11 �' � � "li, -, . - ' . i", `\1, , , ", , I . �,, , '? /-A � � � � 1V 4v", � I I ". �,\, l�, I I hll,' - 1, I 1+ "" . ll,r '' - -11, �, ,� I I t", , " "" W I , , , , ,,, , I �, I I \ , �,;+ r � . el . I - , , ,� - - -"-, I , i - ill - ." ! I , , , ,. " , , I . ,;, . '�,, ll l",�. I � , ,� I /� , _ I : j � I �, ,,, A�1. I I ��,,\ - ,,, ,l- . , V_ I , 1. "'. ': ./, , , , ll"\ � � "'x, i �, " ,,, - ,r� , ,�, 'I. 'I, , � I I , I , - , t \ , � " , l:'. V, -, " ,,7 -i__?,, , . _ 1, \ - ll, - \ � , , "I ', \"".,. / ) -i� und or a large tree glialt be considered as an alterriative whoni�t is anticipated that necessary trenching will destroy feeder roots. . , ,_ I . . A . , . ./ , ", �� 4- . , I � 1. � ; � I ---- -- � I I _ . � F : i " �, I" ,,, , 1, , �, . ll'; , - / i! ,,, , �,_, , l, , , P'll�,,z , � , "i � � , ,,�. I I i 1, r. \ � �,, z , � I 4 � . , � _ , , � " I " \ ,/ "� � 1j, ;� � ", �, I . I , , - , , �e, , I I , + .. I I , . - j / 1� ,� l: 4.), z _�, 4 i � I 11 I.' � , X% �0'1' " � ` ' ILI— \ " ,�,,-' " ,, ',�,\%�,\ '\,�, `\ ,� . �.N,;, ,l , , , i, _,\�,\",_� \, . , I . I I/ /y, , " - .'i ,. /_ I A, l n I I .. \ I - Z:, ., , - - - - � 1, �, I , , �, ,,,, , � , ,.\, I - I - ; �� I 1, ,,,ii; : , 1; , "i; 6%. 'I I ,��/ , / /1"VI-h .1, , - ., I il ;! I , "'! -, , . ',�\ '1� , � l ", ll L�",N," , " - ' I . V. I , r�' " " 1, I" �, _� � I . 11, . 11 I - . 7 1 - " " - 115 , � � I � 1 �� , � " , e" , �, � � + 11 " \ I I \li i . - . I � �, " t��* . � �� , "I .'�, - I i , - A ,,,, , �/ _j, ,--� `- / ��: , . I 1�1 I I . -1 I " I e, I - . . I _� -, 11 , � I � . j,/�L, / . 1, - ,,, 1, I ,, / P I � ,;� ", . % I _ , \ I j . /X I , / ,li ,/,--- A" � i I /I 4�� , 1, I ,,��.,\ i '*�,� './ , 1, , I. ) " , --,,- �� - � ,11�� � ". I �: - _ " - , _", ,�,,, il_�,o .. ,.� _l_r-',_, ��;- _____"'l " , I I., . � . � " ,'"t � , , �� i, , I , , , ! � Ill , o, / � , ! i I i -1/ i , "' - ,�,,i �t,�,';, ,� � � i ji/ / i L ll , ", � , , -'-,` '_', ,,�,, %, , `0111 \ � , I / 1, � � � � � 7 /' 1 / I - �, I V � '1� . � , I I �1, �., \ , ,,"', < . , -P-_ , - _ � // , -il ni, ,,, -, �, , ll.l, ,, , - . ,�L � I --- " , � _ , i �,,*, - 11 __ , � I � , i, . .,� " - 11 - , � ;� 1, I , ��.�, y r i.. ," -;l "", �� I \ ,,, " " 1-11 i � - ,,, , , I I l", . '' l,,, . `,� � , +�. , , " ,,, _ - / � ; l . I - , .\ ��11 �� _111lz . < , ,< "4,. _' , r '. " 1, ;,,\ , " ", " 2 /" , ,._ �'r , . - "I �Ii I \., I _.. � � \ � I , i , - - ��, ", +� , , - , , . I ,,��' - // / - - "l. I 'I,- 12� Cleanup: I �, , ,, I '3,.11`_�' 1 1 ,X . , I 1, � . ", , ? � �',, 1. I , - - , I. " 'k�, 1\ I �, � \ , I ,� i ff / . 11� Wrl" / . I r � f :. 4.". � , I s!, 1, \ ""', ; i I z I I -_ -_ "i I I ,��`,,,, �, - ej ej , l- - �),. � , , ,�, .� , " \-1, " ", '�,I, , , . I l " � -1 I/ ".- . 11 . . // 1. � - i - " '!Nll. V ; \ l, 1. �11N, " . I , R, \, - 1. I 1'� , , � � ," "l� � I" .z I r _ _ I I I I L . I ,� / / ", 1'� ill \ 1, �., I , . 7`-, / , / i , ! - � I ,,, ". . , ,1 I l - �., 1� .11 " � \ \ I � . I - l. 4 ,� ", , �,\� I ; l ,; ll, I" . .� " '11, I ,� " - X I I �� . " / f "'y , J , , I/ 4 " x I ., � I . 1, - ,// \ . / I i : 11 I �,, . ." � " - I � el\ ', 3�__ , - I '. l, %11, X , 11 X . " , , "I , ! b , I \ 1-, � � �. i- ��/, � , / � , I I , , � , I 11 -.,I � � - ��, ,�,� � I 1('�,X,� ., \, 1, 1. 11 1, , ', I r � I �., \ I , , , " .1, � \, . , , � I . \� \� 1� I �' \ " . "', � . . /� I - 1+ , �, - \ I _� � j � I , '� , I � , l i "t � I I ', , ;X, , , , , i \ - ,;, 1;11 �> . 1. " , . ,��z,,� , - I , , "\ I 2 f � � �, I " ? / ,,- " j " -,,, 1, �__ . : . " " ji V: ,_ l� " k I , ,, - I 1, � _ l" .� \,\�, 1;1�, Ill I I \, I j � , 1. I 11 � " . 11 N1111, I . I %1 � \,'- \l, �, \ "L\: , � � / /,, ,,,,, I I i ,,, - -�":, , . " / z , i I I -l' �, '. I / / , ��'��, // � �, , j __ � 11 , " � / , , " - \ , . � , , I / I I I .. . ; � , . � " �_ N11 , � _,�,) le -k , , " . -? - ', 4 � - -- - ---- I \ \ ��, , \ ,'/ \ \�\ -otective fencing shall be the last items removed during thlefinal cleanup. M Pi � . (3) T - L9 �l l; � ., � I . , 4, I I '' " �1� " ,� 1 l`�`_`l � I` __,�, . . 1. /I - - '16\ ( 2, � I \ i we) _l , " --j,- � ; - 5� ,, .E. ", *1 l I , ,il 5l � I I - - '\ � -i: l,' ,, -1 I, � I I, 1, I',\,,- " L . _X, I / j",l,.", r '. " , . , I . i e .� �, I I , , ", , 11\ I . I , �� /. . 1-11 , , \ ,\ "A I - . �. , _,� . \1\1�1 , I , �/,,/ - / -q� I 11 4 �_ �l � � I -, - � � � - \ � \ N111A 11 �, z \ I � �� 11 7 -. , p �� - " �� , . - ,,,� I . ,V " _1 '. ',� ," .- r . r, ; Al' ��- __ ! I �. " �, "im �-'�. �: l ." I " , I- -1 I I �, ��,, �,�,, \ . I � � �_ I " - r ." , , , M1 11 \ � . I q �� I 111�. -, � .., �, , 1\ �".,l I " , ", 1, " "! � \��, ,� - " I I,* - ���%,_,/ - I 1- , 11 I 11 , 11 , � \ i ,� , , , , " . \ ; , 11:�, 1.11 I I I � , . �� I � I � 4 � � _ � , , , , � .'! -1.1i � , , , �%, ,"V , .� \l, >, 1\., � -2 , I " ,--,- ---., , , , , . . , ; I � I / . I v I.; " / . . .... /, i , l , , "I I , " , � , ,l' 41", \ - � � 4 � I � � � , � . z � I - , 1, � 11 I " , , i I ,j � \ - I � I �, Ill: � . � l, I - . \ � � � z .... .. �', .1\1 I- I \ 11 I I" ; ., I \,"', 1, 1JI;,X /1' , _ ,`�,.. �/ , J �� I V1, !��ll_ . I I I ,, .,, . I - " ,,�, I , " � - � ,,, '' \ , , ,,;' ., - I " I . I �.Iji �`. -l- � L:� I � . � , I I , I ., - I . -1 - I , l " _y�_ "'., T AT � � � I i ,l - ., ,,,,,� l w I 1. 4,,, �X , I �1, , \ ', N � , �1 i, , , I 11 ,�,� �` ,�, r. C -, " il� I -, 1�il, ll ill � ", ll - :-,01 �1'1 I "_ - -, I , , N 1. , - -� " " I % \ l", Ili , I . ,� , -- �./j - � I I , - - , � , ,� , �X - I I _,� _ k\ �' Z�,,,, , 1 �, , _,,� '�, ,,,, �,l� I \ � , I I - - - �, l l, \ ,�/ , , . , , / // k " � _'. L�, � !11 � i _.� I _)l I ,,i�,,,,\"`lr,,'\ , ,� I . , 1�, , I / 1.� - I / �� - , �,_ , I . __/ - "�' � � ; � ;, i , ''i, - - - I % � I l, �, - \, , \ �1, � , '- ' S 1� . `��, , V/ "'. r ., - dz, I � � L : - _ , , , � \' '. �>\, I ,�, - ,l /I � " I", I— I " lfl� ,; , ;- -, � A N I . 1, ll �. 1, , �0 "I '\� " 1� , 1�11 \ I 11. i 0. N .1 , . - ,.,�,lz, , \�' ,, \ , 1, \ ", I �,� "'el / I/ , / , " L � " . , o\,",, 1, \ "' l � I , . '� _ � I i k i ` '�,`�i ,,"Il �, I . , , � ,,,, _,�<,, .,,�i '11 - �, , 1-1 I - I ; �, I � .1, \ 1, + 4_0;e�� o_l I 1. �� � 1- - , , "��, 1� z " - - \ _ - , . , , , I 1, 1,� I i \, �' 1�� 1, I, \ 111\_ .� /, - l I � , � � , " V: - .., , - l 4 fl� , L_ , -'��",�P' * I 1� I " \ I ,��,�",�, , I ., ll 11 �_` I � , , 4,� ;�_ , , ,., 1,� - , 1+ �/ . - ,,, X I i , , , " 11�1 ,�/ I I � , � I ,�,, , , i ."", '. - ___11 \ , , . . ..//,-, P �1_1�1 - ,,��,_�, / -- ,,, � , , , �_ � " � , :. I � \ � 1. 11 , ��:�� - �, �Ilz 11 I. l� I v /,,� ' ". ,� � /I . ' , � I �f� - r , " /"/� I, � / " ,,, __. I-. __ I � _ , l ;111 ", I , � I" - . k� ;, `� %�I, 1 ,r I I 11 l, � I'll, / 1, - - I, I ! I - . � , ,- � -, � . ,,, ' . - � . __ - � 1-i . . %�� , ,,i, ., � Q \" ;, ,, 11 I l. I . .� �, ", ��, 11 I �, \ V�,�,�) 1,111 1_.- / " '/- X � �, i I , � ", , I _ � ,� \ I ,�\, .." �,� ',,:, . ; , I , , . , $, � . I � 1� � I - , ' " . I i \ I " -, z , i , I // '/ � , + i �, / I 'L I / i � , I ,� ,l, 1V I � ,�'� � , � , ll, I -1 - , " Ir I � I , .. � , � I '? i ��', � -, � �ll�� � �L'. 'iny ____,, .1 Ill L 1��, , �,, V, I" 1. Z, � / __r /' ' / \ - ill, " I , , , l - , �, I '_ -11, l, 11, I I "�'��',` �54, , 0. - . ,,L .1 -_ ',,,_�' V I 1,�llj + ;/ j/ _ / i , ��1117 V - 7 1 - , . . , -';;;' / I - �J' - r '� " - , - � , � _�_ , >1 \ ,"',\ , ""N I I l'', ,� , `%,i:'1x ,,� '"', I � � i � �' , I .1, - - � , 1,1,, ,,, ,. �, � ll... � � /ll, � I . , , , , I 1, I ! � i V" -11, 11 V -, " . , rT,""',�%, $ ., I �, 11 fl� �, 11 , 1� 1� "I � "I "I'.`, \\\ , � I ,/ _ � � I , _ I . , �) � I 1, Z\ I �_ � � , 11 I ,1�1 / I 11 , 1, I 1, / ,,z '' .'' ' 11 " "' 1�", - Dam, .e 13 d Trees: . - ap 11111 I I Ist. 21 Damaged trees shall b - treated - inediately by pruning, ferfil'zation or other methods recommended by a tree special - I (y) . CY) M z , /� 1� � ,!� ,�!, I I � .. � � - I � , i � ,- ,- , 1, � � " ll", -/1 . , / -, �,� ` � , , - '. I I � I In- +1 : I I � , �, lll`�', ," � 7 ", , ,, � I—' � �� I . . � � / i i k i k�', / ` _l i � ' , I - ,, / . ,� �,, ,,, - ,,, - - - � , ,,, � . � I . � . �, , ; , , , , I � I . - , , , , , , , l , i . � 1� - � , I T � . � � '. , � , I'll I I - ��, 11 ". , I I 1! + \ " ,, , - . �, A . X_� 'k � I k 1, \\\ " I " .,� ; - , / , !, , � //// ', � , I 1 , I '', - , I .i �;7' - V . " *�, I L �� �.� � � �, � " ,� , , ,�z \11 � . %, , ". I_ . � I . -\�� - - , -,� A.- , W 4 ., I I - � �.,.. / /, ,,,,,, �11� � � Ij I , , % I - I , " - , 1 ,/ - -i - \ � . . � � � I t " I _ � 11 '�/, I I I � � -, 0\ 's, "l,A " r. I ,� " �, " �'i,, ./ � " ,,, -- " , � " // '' ' � , R WITH THE CONTRACTOR ON TREE CONSERNTATION NOTE: IT IS THE DEVE PER'S RESPONSIB ILITY TO CONFE N I I I � , " I I �, - 4 - �.. ", 'i - , ; � I � � � � - I � r � ; S� I , , j � // �0 .,l � /, e�11' . I Z-" � , , , , I ,/ /l�, : / l, �, / - - __ 4i .�, , i - � f 14 -` - " , I ,ell �� �, �,� �%.. �_, I � " PR ,�, �'l.,,�"� , '', , - . — - _ , * , I � .I-,,--- , �, , � , �, I %, _�, - 1, / - � ') - "." I ; I . . : I., � . I � I , , , . \ I � \1 ,- '.� i � , // � - . , " , _ I I / �,� � i -f �., L .1 e � � , I � 1:�IOSED MITI G'ATIO i'� " , I , - � � - ! ! , ' ,��/ 4 1 - / // - ," \ 'i ,, . . / r ' f "'l- I � / - _ ll , I ' ' , " . ' \ , - ll, , \� I "", � 4i %; ,,,, , ,� \ I 1�� � , I- � .. "I .. '\ �, . �', , , � I �. - � I . , � - � , , �, 11 ' - I I I � �;, _ l -1 ll!'i�r,rl_,�, * I ' V"� ,� - l , , . . v � � , . �`lt ,�`r � � ,_ I � 'I, 0 1. 1, , l, I I I / ", ) , , � ", I I I'_ , . l , 11 . 1, ,` , , � . � � : , , , I 1� .- , \ \ , / X ,��, ��,% � I l, / I :�� �1111 / l4l i REQUIREMNTS. 4 . I � I �, 11 �, - - ,i�� . I I L / /' I � � , , l,. I I � , , � " ,� .� �, "y " - ,* - 11, � \ ", - ��_ ", r 1�1 \ I I ,�, � I I . �11 / : . ,� , , '�i` - '� - , I I � I . I 11 I . I , � I � I . . � . � / �" / ; /� I � � �� , � " - , I , � 11 .l � , I -:i\ / . I I I", - I � .! \ %,� � I , , I l,," " j,\`,'L 10 , I I 1, �1` � r'; � ", I . . I . I `� V '_l \ - ." - , ), . ' /'� "' , ,�, 1.\, ', . -, . " , � , "I �. \ I "", ", " .., I% . ,�� - , , , , � I , , -1 I l I 11 l � \ - r I ,�, f / . � ", , , � ___ � .- - EA 1, I - I I . ,� I . I � - \\ " I l ,� . , -i-4 ,,1 I - �4, , � , / /' _�. / � , . SEMENT (VID.) ' " . �" ' , I I _, � �\` oe , - I �, �, I � , * \ , I I , � - V I I., ,� , , "', �i'; i, /' / �1, 'N , , �� , �, l-, , . I , " . , . � _ ,��,� " -Z / , '. I HEMM 00 z ,,,� /1, 1�� � . "I I", . I I , , I 1. 1.11" I �, I . I I . I I //1 , - , I" . -"r " -ll . /_ / . �ll,,) , , " ,� - �' ,( 1i . . L, 1. ",\ l, I ,- �p '. I - , t - - � � I , i , � - � . . . ll� I I �'_. ,1 I � '� I \ . - \:1,'. I ", , " "', . . . ,/ I \/ ".. - '. , I 1, ,__ " , , - ' '4 ,' � ',', I � ,lV I ,� ,,, , / i 1;�.�. I I - , ,`� l"', � ,- ,- ;, l . � I , I,, I :0 f��', Y L ,� \' � " � - I _.. � . . I Ill - _� ,� I 11 / / /, 11 . /;, I �. ,� V�11� , __ � -, /__� , .� , � I I �l - �L , - l , , " , 11 I ,\t 11 " ` !, _. I . r I - , , I -, \ . I., - , . - / / - - - __ ��, ? I - � - I I I � , I \\1 , �,-K,, I " � . � � , /, , � � / V , ,, , ,,�; , , � � ,", . , , , ,ll�) - i 1, i` - lZ "llt � ,\ -1 1� , I . � 1 1, ", "', " ,-� 5" a l!�� I ," .. �,/ , li: %, �, I I - + 17- 't - - I , I 11 I � I I ,�,��, 11, il .� Al '11 - " ' � ' I I I 11 � 1\�dll , , �� - - 'l I -, . �'7�x � ` \1 "" L "' , , ,Z, , ". I L, , A �,�ll.a �-'� �, I I �`� / __, \ , I . , __ , i `11 -I , ' '�l'�, ', .L. ' �� A" 1; 1/1 . < , A " ), _! -,, j, � ,V ? . � , I ,�, I'llk ,yl� , , �� -, , ,�`-1 , . � �, " lil"", , . � . � � ,,%,�.,l "\ . -1, , - ", �', - �k�j , \ , ,�� .. . � , .. � ,I� � I X , ,,-l " ,�,, * , "' - � I 1 '4� � I '_.- -, I ___ " . �,� " 1�1 , , - , -1 � ;,. .\ I � , I �, ill ,�,, ,111 - ., -, - " _,_,i,'1_ 11 /, I I I I / � f . I � , - ,4 ��._ I , . , - � I ,\ ,� , � � - , ,� <_ , , , � "� :. � , ,., % , I / .I" / 1, I , I , I , I - ,_ ,� " -- . I -,_ " � . \ I � , , " - - . I , , , � , " . W I ,. , � �l�1,17� " � � l, I \ , � ; - I , , �, -,\,,r ''. , . , - I - , � , � ,�, I ISAW',,, \� ) ,_ , " ;�,�, �k . I , , I - I - - � 11 I ", , \ , , I , I 1i , ,, .� , I , , �,n , , � , � 11 . � I i, � I � , , ; 1, � il,�, " � I , 1 \ I \1 - I I \1 , \ ,� " - - \ , ..�." " � . I , /// lf� � / / I / 1 _7 l, I-, '� I-, , 'e. � ,� ,\ - ''. , , . " " �,��,� �" I i - - , � , , - � � , 1, . _ � I , � , % / 'I! " ", , x ,',,�l� �) - " /' � ll� " / - i ! l ;1_11 ;I "I 11 -,X, I'll , I - , k", ,.� " , , \1 I ,�,, \,P�l �+ �,, ,\. .�, I , I ,r Il. ` , , ,,� Ii. , , ,%. ,\ "I - �, '' _' I ". ; _11 , ,. , �. � '.., I /�, . ,� I - __ " , I . I 11, I, � z L 11 , � � ,i, / I � l - V 11, \ , ' , I .� � � _,; � , ., - ,�- , I ,,, \I\ � � , . � , I -� : q � I I if , 1- �, , , � I - � , , I �, � \1 , , -1 � . 11 . �., I '_ ��,., \_ '�,,, , ;,41 \, I � ;-',�, , ',�,;,' ',� . " � , ., , �_ _ _ , ,,, , + ! ., / 4 , , i , ", , . , , - - I ,,� ,� -1 �1�1 �, , , I � , :�� -, \, � �,., \ l 1. ., I .- - I + 1, - '� \ . ", � I- - _ , -1, . - � % " - �Z \ " 4i� \111. ", , . l . 114 . 0, 1�1 _l , I - \ � l , " � � I . , I ' � , . , , , - ,,r' - �11 I � ,�I,�*� " . . . ,�, . I ,�/' I / " , , , ,�', , ,��, 411�1, I r I -�' -� , � .. 11 I 1 , � , ,�, I - :; I -� ; "`�, 'l X 11" " 'I>"- 4/19/13 ���I� I 0! _j '4l ,� i__ ,, , , , ,,'�. , _,/4 -,,, �' , . . ,/ , - . �, - ,,,, " .1 - " 11 , . I f I I t� , ", , 1� � , L \ ,� . ,,,+,�_ ',�,,�, I � ,� , , ,�,`��, , � " Ml, ,�_j " , , � I I t i 11, I � - 1, 11 I ,- 1, - I � � �1 , �, 11 - . A /,;l", ,� , �, ,-, - � . -, , /�, �� \ / � � I ", _l. . , I , , , l I - + � L , , , , -� I I I Z,, � , ;1 ill , . ,�', . V , 1� , , " �," ,-_�'�. I�4�,. �� " " ,, � - � , , ". , "�l .� I/ I 1�j \ _�, / . / , I i , I \ � , -,\ � , " '11, 11 1-4 "I ."'0 � � . 11_1 �, . l � � � , I 1. �, .� 1, . I , \�l�,`\, ,\ , .11 I , ,� -- - , , , , , ,, - . � -_ n l_."l, ._� � , , , � //1 I � "', I � " --, ,:, / � , I ` , ` , 1-1/ �, ; � I - , � � l , ", ; � 11� I \ OWNER SIGNATURE / (DATE) � CL I � , . i .. � ,/", , . . I, , 11 I _1 I ; �� I - 1, w %,�� �� " "I 1". � . ,,�,, - , - , '. I - , I . � �\ ,, -, ": '�. // 41 I / i c � - � 11 . 1, l� - , � - , , I 'L � �_ . �, , � 2 L . \ - _ �/ , , ' �'�r,,,> � � - - - � , - I , . ., ;�� /// 1, , / r , ".� �� � � - >,,., -,, i Z-�, " ,,, I � , ",/ � /, ,,, " I , , : -l I - ,� , ,�� I � \ I" l, I � , _ ?�il , i " 1"t , -I � I � I , . � . '.. , , . I \ " � ,. _ . - I I 9>1' 1, -1, � - ", i � ,!,l, I . ��11 - .11 ".- 'j"- -, --:�, . . . . . , l . - � -, I ' I ,-�-,� � , L �ii�. . , " ; % � - , � I I , - 1, , �, I 1. . � �"�� 1l, �.'_ ,,','r I " " � , , "" , I 1. , I I �._��__, , " \ ,11)� , �, \ I ., , ", 1, " � � �,�'.. .. � X \\ 1, �, �-_,, �,p> , , I "l '__ / l�,/ '\ I I ., / 1 " , Al, - � i 1.11" - j ; , __i, ii- "! 'N< , I I " 1, ',�� � , .� � - , \ '_ \ , , " "', � ,� . , . I ,;,�' . r Zj _ .. 1. I I . I . % I I , � I -I_ 11 I " -11 I � " �, .'' , . . � I I" � ,�1� X, / \ /-, I , �, I z* f r , .� \1 �' I � I ,-, I , , .� , , , -l I � 1� r ' - - 1� - I . S_ . , , , , , \� - _ . '. .1 � ; -, ,,��, I '. �'. I , , , � , , � I ; - "l%, I i I �, -�, ,,;� I � " I * , � X I � , / , + I 1, "�l,�',�� - - ,,, / 11 � �.� ` N I I i I + - � I , � I � �' X . ., ��, . ,� � i ", �, , . . . ,� ,,:� , '- ,. � - ---- --- I—' ___1 - -7 -_ ___�,�, � , � % � 1-1 -, \ . I - , __`_ l, , ,,\'lli"', '' ". .,� , ,1111, ��,. 11�'.,�,.. " . - �,� I ', 11. , , �_ / -,� ":" �, I L,ll, " 'l. , ; .' -- . �� , I l"', � I—' .."", ,,, +,j�� ",,., \ , : , . i '. f �11' - . ;,�.- / . F �� 11 % + ; l 7�1__ � If I_1`1 -:11 14 1`,�- �� - 1. � �-. ''I III , , , � , �, , ,\ lL�",,"� � ,��, ;1 I I-.1 .i��, 11 I . /%:1i,Vr-,,-,�` /", - - I - -1 �3 z _ _ , � � , 11. I � " I ., , , � �, _/ I ; I � I " __,;c ;_ l_1 I l ,. 1 , - Ill I 11 1 �, , I � , - , -, I I , � 1, , '., - ,l,.\,-,`-;, , , I 11 I I 1. 1, - v ,�, - , ", �, -� � � �. I , 1, " � I . _', , , 14 11 - * i I . _., -- - - � , L � � ,,j, I 1,� , 11.1ft , - _ '' I I I " � I , , , , , " ,�� " , �;, - , � , - , - I , , , '_ � ; I �� �, 1, . , 11 ,/:'-; � - /. - - - I - � I I ,�� , 1-1 1.%d . � � . _ / , I I , I I - _ 1-11, � , I I , ll 11, / ", �c �, , "I � l, . . ... 'l , 1, I I ,_�,, � , , , , it/ .1 - W - ,-, __ 11 � . , 'l I I ", 'i " i, / " �1' , __ , �- , , i .'_. I . 1, � _1� _: - / � � \ ? ,, , , , .1, i / I 1� 1 7 " I � �� , - 1, 1, , , I.". '? "l 11 � , - ','�, � �i� I ,,- __+ 1, 1, ' +1 - I -- / k \ CD z � . X�l_ �, i .1 1, �, ,,:, � , , ,,",� ,� � , " ,r , , ,\ I 0,� ,,, l,", � ,- ","�, // - i , �-�_ �� " - I I � �',l�� - ,_�_ , . I I � 1. I I l 1� , , � , ;,< . 1, \ I l '�� � I I 1', � , __ '. I , I I - I 11 _N\ " :,'_ .1 . . 1, ,\\ ,� , - . � ,i� ,",� I %. / . � I I , ,,j /I � \ , - L , , l , - _ � i , , 'd I - , _; � - -l- -11 + � , � , , I` 4�� - i� I :X" � / . I . " \ :,x . . I . �, � 11 -1 I 'I"', I � , ." -, L L . . , . I.. ' - "�,� ,� I -il" - � . j�j� � �, ,-�- :;, XII .� 7� /" 11 11 /I � - , r ,,/. �( , Z" -, � � r I Ill \ // _� 1� l ,�! -, 1 , �./,l 11. . I '-. ,, :1 1, ` , \ I - 1". � I I . , - " -�, ,.,, _;l " I . � l,l� . . I I l, / -,.� � -1 I � __!'� ,l,., ; - � I , i , , � - -,, , , I " ,;" ", : / 1, . , - �, Z,J i �,.=_ie�,��t � , 1. , . "I ,."�'. ,�� " , - I . , 11V I I , I , � �,,; -,� , . "- - jr - I , . l'. //' - I - , 41 � ; -() I , ,,, , , ,_�:�,-'; I- I ,, ,�� I" � , I . 1. � " �, �� _1� I- 1, . L --'." � . � , � 14 _ , '. - 2%. I . I � �, $ __�L � , , � �, ,, -, " I , ,,, �, "I ,I \, "., I �, 1i I . , \'��, � .�x U , , I I i _1 - I . - L - , . � I \ ,�, L, 11 , '. r, .. , I 1�1 , I . X `Z I L , �, l i \ I _, � , 7�.'.y' -,_t, " i,_ - 'l- I 40 ,,, I , . I " 0 �, I , I � , 'X' _�- - A- � 7 �, I , 1, \, " . : r , , ,,, - , � - - _'� ? � " 1\ , , , , / \ / _%N�I) , I , , , '�, , + ,_ �, - , , . \'�� -�',,� , - ,- �-�- " ", ,Y'�'. I �-' , ,,,- � � , ," , . , , �� " , /' \ _ - �, , - 1, 1� I �, � __-i, - �_ " ",,� . , �- .1 �il " ;,, - ,/ '� I 1� � �,___ !-.' .i � �,,�,__'_' _�/-' � , - . L � '' - -, 1'� / ?� � ; / I "L. ," � - ,4- ft __�� - , I , �, , I I " �,l%'_, : I , .� V , - 0,3, , ,P / : l I , I �14� , , ; 1 ,� , , �� -,, --,llie-;, , . � l ,., , "l - ,,, I , , ,,, ,� 1; , I ; ,---",: , " , " - , � l , � " _�� """I'14 , . , . .. �, � . 1 y I 1, " � 1, ��_, t , , I:�. ". . '�, ,�, , �� " -;,_ j" , , - - 1 Ill" I � " I __ 1, � " � I ", - ) - /, _,"C"R W M - C, 14 3: CONTRACT PURCHASER SIGNATURE (DATE) I .... _lj _ . . t � , .., .� � I I I , , . ,. ll 1- I � " . V� , , ".. '' , 1. ,,, , , , , , / . __� : 11� . I I - I J � , I . . . - , 11 \_ 1�, , I � �. ,/ I "`�, :,- "_�� �� ,� / , , �_ - I � 4 I :11 1, - -.i,- - " � _/. , ,;,,� 'Ikl� I \ - __ . 11 �. . 1, �_v\�, , - . . - - � -1 - " ,:_�;_&_ 'l � 11 1, , - _l , ,-, ,� "" , , , �, f - I 1, \ jl\ 1, , - , /� � I., � ", _ . I 1.1 / "I �', ,'�, / � /� \ I � I ., I � , , . - I Il" 1 � I , � � - � I �� . ..... � ,,`� ., :",�'� , 'i I-,-"- I z", �� __-, v, _ I - , 4" _, , ' - "' , � � �, ,-, ", l, I'll I, �,� _�, 1, I I I , , ,___ � _ � vll -) \ '� P. � ; I I i � 'i , - � J- , � , -, _� , i -, , ,, � -�\ '' , � -.13,: 1 1 . . , , . , " " I . tl� . -1 , .--/ /' I -, � , � Z�, " j -)---1 , " - /I " '4, j, I- , , , , '. I __ I ` l,�, �. I'l � \, I I , ", 1� ;111 , ,�__� I" / I � I I % 11 t, I 11 X � , , � ,", 4 �,,,_ l, - �, ll \ , - - (, . -, � ----'--- I / � �,,� -� \ , I L � i , � l, , , �'', _,11 I 1, i I '� - r'l,l - ., " I" . , . . ," " I ,z ��/ f l -, � ` - ; � , I _ A ,., - l � - 1, - , . i --l- -,f , __ �� , I �. �,� i 1 ,/, l �, � l"'. � � " -- 511/06 Page 1 of I Cl I r". %J j I ,,---! � , _�i-_,. , , , '. , , - t _ , l , I I I I , '. , 1�"' " �/ -, � , 1, . / " r-1, I - � I , �/ , " _--l' . , ,,\ 1, ,,, , , �� I �� '. , ,- , I -, � 11,1 , - - -, - �,; " -, ; v- �,/ l I "' , ", ': " � , - ii � 11 _ - - , " \l __', � ,-� , - �_�6 I I �A � �Z, ", �, \,''\r , I I ii"L�_ � �, ,� , � ttV , 5 I � . -� - , . , , �� I ! ", t 0 " � l a ; ," I �_ I—- _ 7 _ _ �_,�___ - . . , i " . � , ;i v -,, 11, ", I � I 7 1, I � 4 i____1 ,� -Ill'- � ... - I �, - � f � --i", � � - , - ,i � -, ,,, 11 \,( _�. - , I N\ lI ',,� � 11 , r - , 1�l,,,' � - / I/ Ill - - , ----� ; , ". , , , ,_ " 11 " 1 � \ , 1 , , 1, - " ,�,�,', ... � I I �� ,. ,li - -11 - - , " :�__ - , I I I .1 , - ? ;, ,� I _;� , � � � 1 � P __, . 11. I A '' �'k i l Z"' ,�) I , ". ..' L ..'. , ' ,� " I % I ,� ,', , � , ,,, � :-- , , I �,__,, ", i, - ��, � i f - - � � i l j I i��--il � � I., I -) , , � r r " - __ ,---_,,� l, " , , 4� \ /' " I � 111", I , - -<%:#, I __ , - �,, : �� .� / , , -.-" �", � - ...... , , � 1 , , I I I - I, I "I I" I." I ., , � -1-1 - , �,e�'li' Z, - iL' ' � ;,;�', I l�l 11 . '%''_�v v -� _, \ ;j j . , I I i l- I � � , -, � , - � I I Z:l� _�, 11 � , \ .: � ,, "l, \. , I. . - . . � -, ,� . � , : . ___,". / I "". I . l .; 1,�' - " I _lt "� -- --- -�,> . j,"iil " 1\ I I / 41� I I 11-11 .' j-- Ll i � ,� i r- �'.- , ", -1 - , '' ll �,�,' 1-1 -1 " , , '�, , . , 1. 1. ,� ". : , ---- I �(_V� I I 1� �_'_ j , -l',;, f i �,_, � * I " ,,� i , 1� -, , , L -, -_ --- . , \ ,� 4, 'i � ` ,�,, -, '_ �:�,-- ��. / / < W , _L I . �- 1, I I � I �, _ �, .. - �' �,,� � .1 �_�_ " >�� _ , . . + L - I . , - , A.,-_ .'�, - ;�,< � - I f -, / _' I .", "� , . . . I - I .1 , .� �� l, 1, .", ��', , . .1', \ � - , , ", ,�\., I . I . . ,� � � ` ., - . , � , - � '� �� _'f _�,J 1� I � - i ��,`\-,, _" i - -1 lt .� ; , � � ��;!_ "' 1`1 I � \ I , I , L, , " " � . . ;v , . I .. - N l� -1, ", I � 1, \ , ill � ' j_ i l 1- I— . I _ ? I , y i , \ , I , . ,�,�, - I . i I � 'L'L'.:,, '�� ' ` - -, -l:. ,A ll�_�_' l --------- - , _____,_, __ � , ,I � I ' ' -L ' , I , - �l � __j �' §?,�,, - �' ' � , � _�'_ . I , ��4 - ,e 2� -, \,,,\, l,,- ',_�� .,%,.,',\ � - SN � .. .,., .1 ,-:i � . - - � � , L ' I , , \ / , � , , - . - , " ,> Z l, , 2 1 _� I j ' -,-' ,,, I ., , `,,`� ,,, �,` �, .,� - / �';� ,, __ ___ --- I � . I j � 1 -4 '�_ i l _�,I, j r I , 1;1_. v� 1\ 1, "'y . " �, I � , , , + � A� � . I., . _ _ . ,� %,li , , . .... 1-11 . ,� �! e - l -Llr,, , 1 � � _ i , -1 ? � \ ,--�� A0 . _ . CA , , � j., , , ' -,L L ,I ll,'-, " ,' , - - ,__ , _ , , � % , �, I - , , - , , I, 1� , \ , - - " I , , " l " � I . :' 1� - ;�, , , , __ ,.. __;�,,'�_' _' ,� ,Ti�'z , - , _ � , , . � , , _ , . I , - - , . __ , " , - � � ,; l , _ , - � , '" � I I f, -IT" I �, I , _�, , / '. , / l� ".., ," ' �" �" 1';�I: ., ,; ' ��, `i�-,l" , _� .� l;, ; �--,,Z , � � � � , 1 4, _ ,_� � ; � Y I �, I . . � � ` �\ - % ,\ _-, � - , I -l" ,I,, , I _: �;. �� �, ,,,, ,� , / - / - - - \ _�,�, --�_ i,� - �_ j, i I 1� - , �- "I \, ,A_�,' I \ I , " � L ,��" �- ', � " Il / ,,� � - � ,,,,i,�.,,,�� ,!;� -, , i /� ; I I- - I - I I . , � A � �* , - , - I , '; , - -�,_ - , , , - , , 1, . I . � � __ , � , � , � � I- � 1. - ri z- i�,�z.� _,.�I, . " ,:,l �': � I � __ � I I , I , , _��, , , i, �'__ ,� \ -, , \ ;", I -1 , , , , - � -, .1� . 1. � I I I � , �' ' _ _ , -I--- - * " , � � + , � � "i" ; ��,-- , .,�,6' , , ,/ I . l \ '�, q W . , � , I 1� , " � " .. _', I - 1, �,�` �,,� I I ��,' \' ". l, \�,� ,�,",, " \,�.( � , � , , \ . , ", . .,��, I I - " � � � ', I - I , , 11*1 - � ,\ , I � , �j " � - "k " -Ll' � , " �;,l. I I __ -, " / / I / �, j 1 1 "; I I �, 1. \ , " , � -I , � I , , I � , " 1,�Il r . .. I I.. I 11 ... I 1 � � 1�1 + . I � "" � I , ,.,-- , � ! �, , . ll - , , , 6 , I " _X � Ill , I � -, "I 11 " , , -, �, . . . .1.1 ., I . � . 1. "I,.,,, . I N I I . 4� , � "�� . � I I i., � TV" . � �� " , e - I , I - 'll k 4l "', 0;, -, �. ,�� \ / , , ,_ I >,, I .1 I 11 I � - § 1'�� _�o _�__ ,� I +1 , \ I . , . �, � � , � - ,: � , " - ��,�', f ; 11 , I , I " I � � �. % -�_ ,�,� I " "L, 'i �&",\ U �\ � . � I . " . I 1, � - , , � , ,__ �'. ,�, ",,, :_�:-I � I - , , f I 11 _�� , , , , I I . ,,�-� ,� " L" * , - - ., � �-- , 1. k , 1, / - I � �;�_- Ic " * � . > - (-) z I � I I I , � .. , I . . �z - ,, � . I " " , N ___ __ � , � , , , I " - - I ; I I l ", I 11 -1 I � I '� I I I I , - , ,� �� � �. I I ,� I . � I � ,* l T ��I, I !", , , �,7, '' " \ / _ __ .... . .. . , __ �_ -A_ . , � " � . .�, ! -,.-, � 1, , I , � ,,, "��'I'� :�ll li-1- _ 1, , .11 .I 1- - _i-- _� .11 I I I ,,"�,,,_' i .- I, �1,1�1 , , , - - I , I . 7 1 - li I 0 , .� , /` / I , �� l- � \ I , ". .1 , I "'� �) " � l,l ., . � "I. I U/i \ ; . , - ' I _ _11, _ l � I , , ,, , I . ,� --- ,�L, � . r,� > ,,�,I-,_ . . .11�11', -- -11 At � \ � '+. , -1 , , z ,i� T .111- �", &A " 1, � r , � ir , �z �� I` ',_,,-1_1_ � - __ _11- - 4 I l', I % I � MITIGATION AREA\ ,� -�',- ", ' � l� I " � 'l� ' 'i� " r . " ", I "X,'�' I " I � z 1, " _11il 11 ,,�.'_ /1�1-- � - I'll I I /I \ � l, .: "'�, " ____ - f � . � -_ - -- --- - ill, , I _ __ \ 1, %, I-- PROPOSED I , , , - , . l%,�'- - , / , ,, �^ � . ,,,, -1 . I - I I __ - - - _ __ i 4 � \ I ; , - 11 li� _ 1� I - - - � 14 - - _ � I . I , I , I I , ,,�, i, ,:" I 1`1 , 'i, I " I I i 1 , l I I � - F-- -11, ---. I - - ,�� � f �/,�,, 1 ", , \ -"':-*' ; I . . I'll , 11 � , " " " I, IZ �l . 1� 'ji1 I I I " ,',�,;' z� - , , �, , I -, � I I . - � _ I , "'.- . � I I r.4 I - I 'I',"". �` � I � . ; j ', I I � � I , '* I � , �, W il ,�, " 1v,rllmgr+, W _j z < � , I I ,'� __,,� _,: �, , ,�, ,;� 1. � I ;_ I � � I � .. I ,.,\"a, I I . � 11 � , ., , I , ,'� "�, � / /, / ; V �,�,� � t',% % ; , ,r : 'l ; l i . � � , ,�L � 1. .r � ,�, ""'<'L � . I \ i � ' . , �+ # 11 '�,:, ,- � ,`� , - - , - . I I �� ; �111, , l , - " !_ I �., . l,,,��, ., , I I q , . i 1, . � , I I ,. ,� . , ., ll / �, / I � I I I - , I , r . I \ 'L 'I., "L -I �_ ,\� I \ i,,`�, 1.1� I , � , - (0,02 ACRES) �\ � ,/1 '_4411�1� _ ','� l",�L�1. - _� �'. I .1 I I .. I- " _� - - �, -- - - -1. � � 4 1 "I , . , . , � I i 1i i I I" I I , , . ". . , , �:,,��,\ _ i #\ , " \ ,$-l' 11," ". � .11, � ,,fi,..� . � , ��'_',�,- " Z' '"' , , � , , ,)� 11 .1 ,A�IA I 11 I I -, 1% .1, � l," e , , I p I 11 11 , , \/ \ I \ , �', I W iI, � , � , "i , "', 2 i � 11 . I , %, - � 1, �. I , .. -1 � , - ., I '_ I - , , , �,�, , . . � _ .. \, " ; i % I I 11, �� I . I i 4, 1 . - -Il- , �,. .. .... . �,, 1;��:i -, , , / , , , I 0, / , ", __%__1__.. I "I I>_ ,,-,-'; ,� I, ;�: 11 * I I r% 2: � I I �,,�;, . I I , � I ,V I , . \ . I Id i I I . I . , I . i . I ' '-":- ' L I . I I I I 11 , , l\ b l +�ii _1� � - - I � ,:III N, � 'X- - - - ---- 11� �._ '��... . �, - I . i '� � , I ,� � �� I , -, 1, , ,_ ,V / -"/ ,. I .,.,; �ii*X1i1'.b;1', � 11 -�,'�� .v � ,%,�_.� �1, - . , --,-/"-.,-;, " I 4 , II I , i I , , ,�,,� .. , ,/ , �/y I I . ,U��, -,- � _ I _', ,", - 1. ,�-, N - 1! , I .�, � I I ", I . --,: 2, \ , " � , 1\ - � I . � . �, �-, �,,�� __ , .�:: � , " -�`----I 1'� I", - " \,.;iliiii�io.��.�, ,, - � 1� / / 11 � � � I , I . I r _,.�, ,,�� -, �,\ �',ll I I I � .... 1� � , I'L" I � ,/, " � � _ . � ��', I , I � I I j� - 'L� ,,,, , I + \ �', . _1� , , . ,� I �1'1, I " - 11 � I ; _ , : i-- + , "., � ,,,, A - t " , i, - I " 'I I I 41 _-�� l , �,, Z,�`,' / � _ ,,� " `-,,_-,�-` , ';ell - \ . 1� "� - , -�,- ,�� / , / . I . . � � I '', ` 1-1 ,\\_--,�_� 111, * � i . � ll i � '' I � \. ,� I ,l�, '' , � � , � . . , ,� "I, , . ;;" -.,: I .11 \ I '':." L, , "" �, I , l -l- ; -, , 1, , �, 19r I �, � .1, , 1, - 7 / ' L-:- -, , I I I , LI ITS F 6 ", Ni�, I ,�, ., ,,, , ", , - \ I I — > vi - < 06 � _�", �, ,,v;, C .." / 'I'll I , , '' ,". , , . il ,� I � , -,, " , _ ., 11 �>_ ; ; i � . � ',�, � � . I _� , , , � f 4 17--_ I % % I '. � I ', I I I 1� --- I I . , )'- .1--_i, 11 I - " I, " ,I 11 I � 11 . �, I ��V " _'� L, -, . I I , �'. ":. , � I l � , V� I , I i .�LL. V 1, 1, "j,_, : l -I ... � I ! " � " ,,,, I I C", \ �-` , - I � ,;'1//.' . i' ,�" ' . ,. I . ';�-,, I � , I , z N L I 1� 1, ,� - � \ , � -, -1" ., I , , . I I � 11 -1 � � ��,�, � . � . I I , I � 11 �, - �� I 1- 11 11 ,�� I % _ j I , , ,�". � � I 1/1 11 , , , � I � __L,�_l� � " , i , , , -, � ,4, , , ,� I ��'. � "." . .. " I 1�'_' - ��: I I "I I el `�, - - 'i, V _, ,I � _ i It I �1`1 _0114121 - � 1 , l -, - " I-,,,\- \ -1, / , , , . . I I L ; ,- , , ,.-, , ll� ; -11 1� 1, "I - �, 11 , "'. . `� � . �;, . � , I . . " " 1�, '-�,. \ - , - _,� -I _�� " 4 I . - -, " I l� � 11 I , ll -I- I " - � , , , �. � � , , > � �, I I . , - ry, �,� " I I L I I I ;-,, -Xr ,� -- X'�, \ " . , �.�, " - �, 1"�� 1 ` 1 � I . � ' , ;I, I -1 I I , - i �,_ � , 1, 1, Ij I., � I � � I, - 1, "i I ,. , l ,` '�, 1 I ,, , __ ", " � . I �,;L",' i`,�' � . I I � I . l , X - , , Ll',� � , X \�z li _,� 4 _ j , � , - ,�� 1% 1_� � \ . i, � ,_ � ��, /1', , " , , , � t I I - 11 I , I _�, I ' _�`,� L.;f'. I ll , '-, , �� l, I � , " r " , "I � � I I'. 01- � "_ , .',,,��,'t�.-�,l� \ �', � 11 ,� �, ., \!- I, � , I.:" ,lr�,�,, I \ 1, . I I �� -_ L -11 "I � . l, Ir \ \ \ 'n;w, , , I I � 1X'%,1 , 1, �,.,� 1, , , 11 . �1'1 , . " I ,'�, i I f \ i � I - " . � � 1�' �,� 1, __ ' \L ", \ \ - l"' , \ , I/ Ill �,, �\ .W , - , ll� I , , . I I k � � I I - -, 1- � I * � , 0, "' I'- I I I 1��". ,�, l" ,,�,, , ,� ,." . , r I � , � � , - , - - -------- __ , __ � \ I I � I , A I I , � , I ,,r �,;,l`�, , . , - I ,� \ I " , "I',_ ., ,..,., " ., . I . I -1--i- �, I , ,�, l , �_ - , , , -, I � �' I'll . , �, Al I k � I I I -1 1, , , �, 1. �, ,� ,-�;,,� . � - -,, - It'' i - I � . % -'L I$ 1, _i � f � * � , � , I ,. ,r,,, ,_,4�' 11, , �, � , I i i , .. � , " I I ,,,'� ��',,', � � " , , \ ,,, - -� ", V, I 'I'l I � � >' �;',� _ ,,, l % � I I I __1 , �, "I � , . , � I z . . . I . �;, ,,,� � \ \ / , i � � , �, '-�'� -_��L+I� . . , , , , � l -1 I J �, k_� , � 4 i� , / , � _- I ,� l, -i 11 , �, , r , ,", , I � , , � __� 1 yi,.,/ i I + � � 4 . �, �, �, i " , I 1, 1, I L � I , i � -: � � ,,�i�,- i l? , , - I - ll- �_ , , ,� ":", ,,,,,, � "I., 111/1 � � I f, 1, , ',��'..l, ,'. , . �1, I \, " , , , L . _��',S,,'�' / / 'I--- � - - I __�_, � . 11 I I I ��_ r . - . " �� _,� I I I ,�, I I'l I � I , 1� I I ,�;,�l -�c I - �_, 1-1 , ' --- -gnomon , I \ /I ,_ , i 1, -1 I 1V I 1�1 1, 1`11, � , \ , � ' , - '�"r, _", - _,�k 1� 1,� 4 �7 I LEGEND: . MAE= � - I kD _j Uj n %. I I �, � I Z , ,,I/ "j\ , I., "� _____ � .� , , .,;�� ! v ., 1 ��,�,,�+ - 1, P_i.11.1,11 i / ,� '.1 �. .1 11 � � I Z ,��, /I. . I 1. A, _i� /\ ; � 11, � I I t l - I 1� :,L� �, ,r:,,,,, , ., , " � , ,-",, �; r , "I , , . I , � .', I " � '\' .� , ,- , i I'll I" _�,, ` , �� I t I � 1� ,\\ 1,, \ I "I , , �, �� , " \ , . � . . L , L ""'i'lo", , I I I r I 1,11, " "', �r ' 1�<' . . ,_ l�,;;�l` \ , ��;,, / -- \ I . I I � 11 I ., ,,,-' , r � , \ �!� � _:,�"�.,- - -- , % I I I . [ Jl I iT lf__ J �1`1 � I i j if__� I . , 1. . . I I " � I ., �, l/ ,l,- - -, � 11 �1'1'� ; 14-11 F'k . 1) - 'i - �1� _\ 1, , , �`, � � I \ - / , ,��/,, �l �', 1, l", �_ I C) z ,Z-' �, i ��., �, ,;;;� , � , I , \ lt J, -,,_ l -, , " T+ , �', x , � -, " .� I , , ., _ " ,� \ , \ � I � � ,,�,�, I ,;;,�i-�., � �, � _'Y ', / I \ �! I I , ">1 /I , % " -- - _', - � -) 1, 1- � �� � ` V I � , �-' � ""4�-"'! 11 . I - -- ,�� Z , 11 � � I ..., .�,��r .. .- ,r -1, �_ ", , d il 1:�,Q, i f �Ifl I I � i - I I � I I- j 1 - � - �,� �*+ �, ,�� "", �" ,"'. Z' , I I . I _,11,11,1l� , �� � ,___l � I 1 � , . , - ".) _____ I l . . . , 1, � " " I , r ,1 ,�7 � , � _:111 1, -, , , , . `-, , - * \ \ , , �', I l , - - g� ___ _ I I 4' t� -p_, , - . , - . 1'11:,:.�' \, 1-- I I " , � - I I I �� _g L , , - 1� , � � , , 11" r � , � - 1. � 59c , I I l\ , �_il ' 1101 - 58 /-1 k_l < 0 f� l - "�,., % � ; I �'�'l�li` �<,� ".1 21 , 11" _, , .". . ,,,, , . ,',:;��- �_) ". . , _; - - _ , , , ,z '. , , 1--, . AL , � % ,_h� �ll , , , 'li� / , , i , I- �l � I , I "' 4" _ - / �, , 'J� ", � I %l _� ,,., L' . -' �:, ,' ,, ". ., r _,_;�,,,� - x- " �11 ... :%� Z, , I o / �,,-_ ,� - __V ______ -_ � . , _ - ,/ . , I i I I . � � . . . _ 11 i h, ! � " l ; , % � I � i , , .., i I \i + � "L l -,' / � I - -1 - -1 , ,� , _, - I ��_ , / , -14" .. 11 _____ ", , _'. , , �. 1, " � - , � I ! � ""' . : I I I 1� I-- , ._11 1. � __ I . / ' � � I � __ ��, I �� I 1\ "Z ., / . , FIK I -, i -1 � \ I i I i t -1 � - _1�1 ., , - . - I ' I I . -�._�, l, - z , z \ �, ,- \ / 11 I I ii . � , I I �, ---I-,-- , � I I . j 1, - I , "i 11.11 + 1, I ` I '. o� , /� L'. . � . . . I ,� l- ll .'If, � � . ," I � I s � i L, - l - ,� , , , -, � "I ,- __ -------. , , , � � � I , , -1 , -1 i �1_ -1 " . I -1 ------- -,- I % , � � ,3'� z ,,� , , �,/ I - -1, , . ,0'_ , . _ ,�]l�ll ,,, 11 , 1, , , . 1 . � - i;, -1 , , - > , - � . X ,_ ___� 1 k +, " , � , � , �- 11_*1 , /�, I I., . I I l, , 11 , i , � I . � , , I / I /x - , � I `��,_ / \ il , EXISTING STREAM BUFFER IMPACTED WITH THIS PLAN = 0.23 ACRES REQ'D MITIGATION = 0.46 ACRES / . / / ��7 7/yT ;/ _1 I -1 0 I �, . L i l � � , , I �.. I I , , ; . -l'. ,�, - � i � l , - , I � 1. 1, I . �� � -_ , I . I -, - ,,, l- -, � , � I , . , � I i I . - __-Z.- � _i� , _� , , ,,, 1� . 7, - I � / i : , 11 , � � � -, �J�.'111 , I : " _",v��" Z � , ,,, � I - [ . I - I I 11 � � I - -�, - , ,_ , . - �, \ \ ,,.,,r V I . I 1 1 11 , - � i 11 .., , "" " " � \ I . � 1 . . . I . I I ;�,, � - - - % I I ` tLL 1 � , � I , -1 , � . ,. I . ' ,�. - ,r ,��'_'�'��'' I, i I " � ,\, 'L � ; '. � . rr _i , ", - . . ��' I , � �, I , !" 4 � 'i, .,I- ,�. I 'i " ' , � "I .1, / zll, I . I , ,A,f,) ------- �-___ /. . ,� , � I " . \ �, 1 i -,.,--, , � _;li� I., - - , ,, , , , � �, I � I , -1 \ , I : , , I _e --w . , � - _` -- , _ - _�, - __ � F j I , - , , , ,,I�', ,,��. � - - __ -1- _� 1, I - - - - _� 'A - �, . , , , ,��l ," l , , " I, , I I . 11 : \ ,�/ 11 - Z, , -�,�- _l 11 - � , " , . , . �m . - I I ''. . L - " , I I . ., \ \ \ I Al . � . I I - . - �i i Z 1, " , ', . - 2 ; I -1 , L , "I / I 1, ,� / �( � , i �� of : z �_ ce � �,� .- /, , ; I I � -, � 1. - - ___ . ____ , "I ,� ,�, , I l � - - , � : . . - _ , / I ____ - I � -1, I 1, ,�_ � ol, ,,,�,l, ". � � "I :"l-�, � 111. 1. \ I " I" I �-' , l I � �, I ��,:j ". I / � - I I I , , , " � \ - - --- � - , , e. , . I � -, - , � , , /,. 111 , --�, , // .4 1 - ,, P r / " i I - * I I I i . I ., ('111 - . � i i - .... �' L -.1- i � : Nl� I - - , -, ", . ��" �. �,�' _'� , �_, , � i - ,,� : . " , X, � � ." I - � . , � , r r , _ I \� ,.,�� I 1, I . 1��, �, I I 1 1 '-- , , I 11 , � I . , - I , I ____� '�_ - , - , I / I . - i , � , ,,, - , ", ", ',�,�� " < < -11. -, "'� , � . 11 I ��_11� - - � _._� �� ., -, � li�, ", I .� " / -, , 1, �, � _ E I - 11 - � - I � I I I , ,le, _ - � " - � 1, I - I:i � l I I I , I I l � .;":. I ,, 1� 1, ��, I \ . / I � \ , '. l, . - I . . . I . I I I - . 1, ___ - - -1, I � I �/ , �;, �,,�,,' I , IV I I I . I . I i t , I � I ,`_:l . �', , I --- . � � , _ _ ll" % - /\ ---'\ ,,�_l - / - , I l i . I i � I � � :- :, �� � , I ; 1 / � i /I jI� i , , I ,,,,, _�, -, " __________ ________ ______._ " �.. I , ;-" " I , � _ � , � , � , I" , `11, , �� � i : , - � � �� 11. , , r , , . , " i , . . .11 - , �, � - '�.'�_� � : I i 1 i 1 ) � / % i , +1 I 11 11 I > 1, � ;mI I . ,�", _-__ - . ,<,i, " ,'.'� I ,��\ 1�, , , � \ , �, / i , 1, . ___ :: -,.'. , �, , ��, ;� I I -, lPR POSED / , -1, I ., ,�,. ', , \ , , L� -�/ i i I / , MOIGATI N " , z , � , � \ � \ � � . c l C i , ", , i ' , . � �... l' I - 1 _l_ ' ------`_ ` -- - - -7 " I fll- , , -_ � M: (D _� _,_� . � ,�111- *. ". � _1� ,I _� �, ,r r _�_ I � 1-17- 11, � I I , � � -111--, � ,,�, � � I I . .1 / I I , � ___ __ ___ " f I ' � ,-- --1.111-1 - _ . ', � �,l`e 1_�_ , \ , - ,\ I �,, /", ,� - I � ________._ � - - . .r , , - \ _Z \ \ � t�,�;, , ' '':, :_., � - --- t- - I --� -::i - - I 11 -;, -- ",. �'_ 1�l- - �,,,.1;;lir,.' _, ,., ' ., I \ . I - \\,-, � .:� , . I " �. � I %: I � � - �:�,_ �, - ".� 1, . I , . I - - / - - 7'.., � , - -,-; � , - . � I I i � " - , , , � � I � ,:, I I I I 11 . 1 � ,; - -- -- I __.- - __ _�-_- _" _,__L____', -, ,, _ l _ , ,� ,4 ,� " , I �,,�-,, ,\� l\ ,,- I I : � 1 - I � ! -i ,. -, -Z - ____ I", � / I ,� 1 , � . � - EASEMENT (TY .) ,/ \ ,l� - � r I " , L , - I . I 11 I , I 1.11, \i I � \ ,� � 1, _,__.___ �;�'�1_11____� ,�x , , , /' / I _-I ,_ �,,'� ,_- , _ 11 � , ; -;M �� I 11 ---- I:- - I � , - . I �> I `,", I � 11% �� ,� : . I ,i - - . _ - _ - "I - , ,--,- , - _-�.--�d-f_',', , _�% -, - � `,,i� ,� ---, , ( I � / , :. - + I 7 -4 � -I, �. . ' ", I I j _ . . -, . I . __ ---, . I ��,-,_'-_ -*4 . �� , , , _ , \ % . � . - � - __- - f_i__L_,/___ 4, 1 � ,,\ \ 11 - , - ?" " * , 11101; , I � ,�, \ : i 'L : `z - � ,�f_,"', , I i I , - -11 I 'IGATION AREA PROPOSED IWITH THIS PLAN = 0.46 ACRES REQ'D MITIGATION = 0.46 ACRES [/ / , � , , , ,� (-) W -1 < F-llllllllli - _______l - � , � - � I � 11 ,� � w , ..--�� ��,, �x ,�. � F . � . . i V - _ %,- � 1. ., I I � I 1. /I - I . . . - I I . ;_�_ . . Ia, , ,_�,- , ', - . � 7 . =_--'_�i- - _ i ,,��zl�,-. , __j, , . 1: �>,: W -- ll - - 11 ", I I I ll I i f � - . � I < I �, % 1 i-! - - -- -- - �-- k - - - � . - - - -, L P , , , '. , . � ,,, �,�� " :,� , 1, ��, \ � : ,r . I f - - �_ I , . � � 1,1��, , - . " , "I I - J I , - A , 1. --,-- , �, , , � _ ;", , ,,, I 11 \_1 i '' � � � - - " :_. -,f- " ",'_ ` 1, - , il I �L� , � 11 4- � �__I�'I�'! �- - ,- ___ - 4 � , . % - , � . _ ,, " 11 , I �� I - : �., l , I I I I .. I - - � " , i li)l Ili, , I t .. �, 1, � � - " , +, -11 -,ll', " . , . "I, �_ . . , , � �,;�� - , , Z . : , 11 � � 1. i I �, � - _.__.�__l�. , 1 . f I I I , . _ � , , i � , . - _______-_-__.1_ - , _�" 7 - � �. .. � I - , ; I ___ - - _ 1�______ ,� , .,:I'll. , . \ - "I � � z __ - - - ----- , � ":�:�,,,, _ , I �\ i .. - - �_ --�- � ��_, � - , __ :D � I ; I I � _2 __ � , I _� ,� "IN , . _ . - � " �,, " , " .1 , " �� ��. , , "I ll r, i I., I � . 1. I . - �, -- - - __l___-1 4- I \" I ! A � _,____L_ - � Z_ __ ,;�� ,, , - ,�, I ,,�" �� � �_, " 1, \ , � � I 1. '... I , � I , ".- - � , 11 � , , , /_ 1, . : , . �. _,_,� - A - , ,,,f - ": 1- I > . ,/ I . �, . + , , 11 i \ I i - I -e . ` � / " - -,- � - - , - , '_ - - pr� , I ,� , I , � -1.1 - . � __ - __ / " �,x .1 I - - _� ___ , t � . - � , , I I I �_ ,� I I lk_� " ;�� � ". _� ,�,_, ,1 1, � I I , � il � / ,V',�� I _ I � � - ". I �, , - " ____-____�_ -_L l � �:, _. �',, -7 �, -F',-,- - ��, 1, �� � - - " .��, -1 - , , " �� 1� � 4�" / ��`l I I I � - ., � ,/ , �' -, , - - . , / , , r, _ , ___ � __ . I . , - , �, . I -_ ,.,,,.,- -1 . � �: ',�T, - i �_ L: _- I - _ _0�;.%=-__ + , - ,�-v "'� , - I, -, I , , , - _�_ � 2 : I � - . L � I " - � I Z i-1 P _l I __ ,, ----� I . I , � 11 , 7- , �1\ zl, .�.'. I - I �� ', � - - , I � ; - ----- - I -i--- _'_-, � - ��:� 11 I 1, . __ __ � ',_ __ � - I- I . ,,:� �� " , � ,� _�' l?f I , - I I " _� � . , � �::_, , I I �_ ,,, i 1 : , � , !,. , �_ -----. ________:,,.�,, _!�,- - , , �, _ ' .� �V,�, _ 1�11 I A.- 41, , " ) � , �� , I . � , �� 'l, -_-,�� ! / � - 'r, , �Z_ -� _,,J, , ,� � _-, ""I: , I k -_ � I - - I I I ,, ,,,,: I , -1 �" il I i - I , I I � .1 . I I . - , : , , - ----- - - l ---. I ,. : �. , � ", _� , - I I �,, , - �l � L . ' : I I � - . ::: , � �� I . � , ��,.�;��___ _____ - _,_,---- - . I . _�,,:-� I , - , ,.: , _�,� -1,5." , � 11 I 1\ "', \ I - - I _ . � - '. � i i � _.- , __ � - . . , ,\ , _41 I ..... , - I - I L � . '4, - '�,_-__,- __-1 \, 11 , ��\ ! " I %,;�L Y , � � , � I �i .�, �� I , , , ; __ . .. I ., � . l - , . . . I , . � �� ,_ 11 � , ; � I I, I "', `�,,, PLANTINGS REQUIRED FOR M171GATION AREAS: - vi Li-2: 1- - . ,, I ,. I , , . - - I i .. .�� ,� - , , ,,,- . . , . I � I i , . . , , I , � � . : -, __��_, I '' '' I �__ ,,4 .." I , , � , , , I - - � - ��_, ., - � - - " � _ :� � � , I i'' j . I I , \\l� - I I _�\ i - L � , , � I 1. ' . , , , . i'l \ ' '� L , I � L� , . , ,� : , , , ,� � , -W I , ,___ - -, � I , - i , 141 � "I V,�, I . I �l . . . . . 11 .. . � )L� 1�, . , , ,, . __ . .. �� . 1'�_ � ,��, I �, �. - , "I 1, �,ll I , � I I - - __ ,%, �,L'�--,�-,,,i-,���,.,�,,,,,���; a _I . , , . ..... .. ... �l__ , , . I 1KI. 1;_< , _�, , , fk z � , ��,_�\�_l I I "i, 1 - , . � . � I � I � ,�. 14� ........ L �ILl.�;.� L_ � � i , , � . . . jj� . . � , �, � � 11 11 - ". , , 11 �� , , '' %I -, " � - __ ,,, _, _�___ � , � , :L : . 1\ - - ... I , , - � , . � , :,-- / I - . I I . . � . � - � � ' " 1 'r I .1 ll �. , , ��L� � I � . - �, "' - , - , - �- / � _� I .1 - , - .1 _ I I , I . __ I'll -U, -�� - - , - I \\ .. r, - . � . r r I � . I � . . li L � I .. , , . , , I � r"' � L� � �� I � I _ 1. 'R'l , , - . 11 I � L . I j_��, '' , ", I I I I 11 1, l_-, -;:;:��'� . I _. I I , , , , , � � �JbO' S , EAM'.,RU'FFER " __ . ." .i�`, l'_ �_�_ _.�� r - . . � I - , , - I I I 11-1 ___ -4 I :& F r . _ I I � i . - .�, l _ __ �,__ . � ., -- __ I . " ___ I � � ,/ , . I � . I .. I , --141'11 I ) ,_ . � � - �: - , , . _-� , ,"� 1� 11, � ___ I,-,' -, __ \\�,-N�---_\\ 1 i , I , P I . . I I � \ " , , -- ----- .* ___ __ 4. - , I I . I . I �' - ��__ _,\_ ,1___ � .1 I I . , � � . / , r �%,� -1- �, ,` 11 11 - - � / / - � � 1� � - I - ,�6, - _' L . : , �j -1 - ,f ,, I, � � - 111 ', P U " HARDWOOD AND/OR PINE SEEDLINGS = 0.46 X 600 = 276 Uj , � . I I r .. ,,:;r ,. I "I � I , , ., -, , . � � , r 4 � -,-- j I . . , _ '' r , I / I I � l� ,: ., , � I � I I I .. �_ " , I �91'/ . I ll . / , . , I . - L' �� - �1 I �,- �,� ` 1:_, , . ,. _/� ", � , ` I _,M\ ; I I I ,( Ell ''. I "I � - I � ) �.. , _ r' ": � � j- - - _, , _,_ _ jl� __�, ?__ l"', I I ,, ' ,, _%;., r r,,,, , ' , � , � , '' .+ .1l'. 11, � - _�j � - . l, '. ;� 1_1 I I - - I , "L �_� _. 1� , _� �� � .- , - I . \'__1 \,/ \ I, i e - ��,_ \ I � I 1. . � � / \ T _I�___ ", . I I I - . I � . , _�_, .. , _ - , I + ,�,, - I . . I . I . r , , 3�.11'111�_ , . - - . . , I I I ,_ -1 I— ��,,, - - 1� I ,_ � - 1. � X,� � . �,r� � � - , . !�_ �, I I �. li_ ,Ill�.� , � � __ . . - � ,,', - '�. - I I � I I . �.. r - . r " . . / :-�-50,�g_,�,,_,4 _� _ " % __L4_ � - I - V �\ \ . � '. � � '� I/ r ;l_- -, - , I . � � Ill, I I I , ..; I , � . . . , - , _ --:.--� . F -� ,.- , _ �_,, __� ____ I . . � � - � " , �,� i I - . / I - - I V " _� 1 " I : �, � 1, I 1,�_ "I I '>�, - - -� - - - -1 ", j l I i � , I / / I 'i, L , . � _ I .:��r :, 4 , _ �. ., . � -,g jk,,�,pv, , L - ___ �il.. . . � . _� ,_` I',, - , _ > -1 ,,111 ... -1 � . I I , . , 11 L / , / I W, I I .. I ', -,;, .�,(,' .. I .. .- - 1, \ , 1, e, / . � , . , I- - 'V - , � , � .-,.. . I ,,, �_ : i , 1 ' 4 lt 1, ,, . , ," - I �,_ 11 I I L ,i4� 1 � I 1. Z� . , C -, - i 1z, I -, i ill / V', � \:, / VI; I i I I NOTES: �_ Ul ��e - Id � . L , . . � . I N, � . . . .l. ,;�, - I, j , . I ., . I 1, , I . . I I - I . 1, � l \ j . :1 I / 11 / - - \ ,\ � I " \ � "", .1 , �..;, . I � � � 4,n) ,_�J, , - � , - C',�', � r C, _/1 A I I I I I "I �, , , I :�\\ I . i I . I , I I-, _��. I . I , il� , li� . I . . .1 � I I , , I I �, q : , .:, , , ,�l- - , . � I I � . ' __ I I I . ,� . . I , I � - �. 1. .1 �,�, J� . I � L � - . . . - J�W� " �� ... I -1, i, ; . � I., r +Aw , � 1, - I I ., .'� , . . I I :r � I �0' .1 _� I `�, , � i I. :1��,\ - ,, ... ,. I � , !,y), �. ,. � � , :� I 1. l , " , . I - � I .,�- � ! , - -, I - ,�, 11 15 , / . � � , . - --- I -- -, ,, '. - f% : " " I " . 'A', % �, � - � . �� . , I . 2 I 1 , " _ , '_._�_ I 11 _�l�, �� .1. ii -,-- p'll � +1 I 'L 4 1� \\ ll"-, / �:,�% I I I - t I � i , I I , / � i-, , , . . . , I I I - 1-1 - I I ,�. I , . � , . . I I 1- �, �,� __ . - - I - - , I , . � , . � . , " - - \ I 1 '. � � I I I I, .. I ___� . . . . . . . __ � , � 4 1 , !, , , - : i ' , ,, , ' . " ' . 1 1'1�31. --�,` -� ,��, _ I - \ - I ?�� �'. , "l,_ � I I I I r ' , , - 'r , 11 / 11 , . � - - , _ +1 " - _ _ e, I— ., 11 � I , ,.�L' .1 � I . _:__ " 'w .i �: --- - , 'i .% 0 1. � _ i , , "; -;,_�, � , I. . . -1 - � I __ ,� ... � -��j -, � - , i I � - \ , l l I , +o ,V. li, )-;�,,,�__ " , , , I _;� \\I- _,. "'. / _ -f�,---��-----�--�,�:-------��7�;..�-'���,��,--,--�,--��'�"I'��"--��-_-=-�,-'�x--,-��4,;�T-�---'-� 'T _ 1:11- - - � I . � z" - " +1 11 � - , , , ,_�_ i � '. , 1-1, 1.1- , \ .. I . I 11,�� .. , - __ _ __� �' 7 7� 1_1,?-,- I -el i��'Ile_l __ - �ll� 1,�� �� + , , ll:_,; I,��: -- "', 1 � �j 11 , z I j f , . - I - Q� , , � -� I. ,,�� ,� " I I I __ 11�1111� � � . - --:�, I , - � � , _1, :;�� � . _d ,�/ � : - I - 11 , _,, , I , - �__ �. �_ - _ - - , __ __ -,- � , - I � ' '� l'-- ` � �\ \ i . 4. �'. .1 �, -;_.,_*__ 1�t'. � --I I 1 . SEEDLINGS SHALL BE PLAINTED AT 8'x8'ON-CENTER WITH TREE TUBES AND MATS IN ACCORDANCE WITHTHE CHESAPEAKE BAY LOCALASSI STANCE DEPARTMENT RIPARIAN BUFFERS MODIFICATION AND MITIGATION :D ILL < ; - 1--l-'. , � �, \\ .� I , , �0 - ;� �j _�.,�u�-7 l`,R�-_--'�_-_,_ _--L.-- = - - _ , �� - -, 1-1 � � ; . . ! - -, - f�:�`,-,-��z g I - �, - ,_ j i - 1 i , � , . i , I I I I 1 1 � _�l t , �,- -:: - .- � ---.,-' l _<��,";��, �� i , �, , � , , - � "� \, ,,,, 11 I I I , I . �,:., 1 � , li, / / / / _ - � i l ; 1, ____ - _-, 1, f +1 ;� ; " ..... _ - - Z-,� �.__, - - - 7 - ... � � � I � IS I ; 11 - I __ I I I : 1, ,,, 1� I \ I 11, N I I 11 �,, ,_,,�� - -, - - I --j_ _ _ �j i ; I � I I - � I -, 11 I � ,� 11 I I - \ , , " "l!,'. , �4 1� \ "I , :. . r. . .. I i -__� - I L. - I � � - , � �, �,,, 11 - __j__ - - -, - - 1 - __ � - __ _� __7 - -1 - 1__ _v ,. 1�1 � i -,--- � - -, , 1�`,.-�� 11 1, -,, " - � I I � ,, I ,�,,' � I � �, " , - I 1, 4 il, �, ki I _�;`i - i I i i . - ''. . � I I . J - , 7 1 l � 4 __ - -11 I I \ , � � , �\ l" � 1� 11 � I ,,� � , " / I I I I � l, . 1"; I I.. i j, p I �_, _,, - - - , . , - , � . I - i � - . -, , �� , - � � , , , , � l , % ,� ,---, 11 I , , 1 ,,, : . , . , � , , I 11 I t4 . . 11 1� 11 r - - , I- I , -A-- , �, �_ �P, , ,- I - , ,�," � � / , , , � " . �:, �; I . ''I I - , �, , , ,�:,_, � � � ,� , L., , , � , -� -, 11 I., i ,'if - I ii-, , " - - 1, -_ --, -��_z_-], - � --If- _i__:_f___ a I I , - _\ i (_______._ _`l". '�,'l �, - " � . I '4 -------- - - - 1� -�: ------ " -, GUIDANCE MANUAL. � 2. IT IS A GOAL OF ALBEMARLLE COUNTY THAT A MINIMUM OF 85% OF THE TOTAL PLANTINGS REQUIRED FOR col z a - I �� _ , - 11-r. I � __ - __ _�_�_ .. ,- ;-_L'. �, r, I . � 1 , , . � � .- l- �,-�, � _-Z_ I ' , \1\ ,'�,' -, 1� / 1 1 f, , , / / � __ __ I t � . 1. l, I "", , I --- �, � \ / - ---- i I I - - _�, ,,_- � , , - / I .: _. �,__� --- -- - _ � -:�-.-- _,._,_. __ij�li ;,, ,,, I I " � � � .., �- , , I \ " ." I j 1 1 � I I L � ' / _ - - . -1 . I --fl , -�- , % ,� ,� z I . , I., � .." I 1. I .1 i I / , , , , - -� � l: \1 1� ""-, -1. __,� . z �., , � I __ __;__ 1-f .-��---�i���ll-l�-'-�;-��,���'-771---�.L��--",,-,,,T"- , __ - , , , _ , / I ---�-,� A - s ---,,i ,b]F DISTURBANCE � � �_ I I^ I \ �:: I , , � I - 1-11 � �i -.-.-, � - 1, ; j 1 i l�' � � I zl� �, - . I I - .. , _,_ - __�_ --Zl --- - - " -j .g,-- _I , - ,,,\� ,�,OMIT , , , � �' / / i I I , . -,-1 I �l -_, �, - .. �L'L I `�� - , � 1 , T 11 , I I -1- 11 - - � - - I l , i I I . l , � - , ,, I I /,� l t. r.. ! I - , I- 11. I-— ..... .. � ,__ - - �__-, ,.--:�_ 1 ,li, , I` " .1 1, i, ", , i I f I _ i t , / / I � �� _f,���'_7_ _,._L_;��'_ I t , �,.,, I 11 , � - ` " BUFFER MITIGATION BE NATIVE PLANS FROM THE COUNTY PLANT DATABASE. V J I ; � , � f 1, I _ , , I I I � I I , �', , � ! �,, , I � 1:� � . - I ,� I- I � I � 1. I : + -11, -, --e-1-i -1 _ - , �.. - " - I I , " I . I I _I 11 l I I _� ---____ ,a,l� I 1. , ,-V- % _ l \ , - , __ __ - - - -,--. �, I I / / " ,,, / 11. - � . ! � - � . __ � - - ----_l,; I : ��� , ;ji i __ I �,, j i I " _ __ - - ���, " , \ i "r, " ,�' __ I , - I '_ - ___ I ,_-, I �, �� ! \ l,�,�, __ .,�, I I - . - + 1'--__ - _. - __ � ,:1- \ , ,�,,� __1 l _`�_--- �\i I " - 1'�, - - P I .-I.- I - , ,,e , - � I 1� � � ' L, , I I I , vt-, � I i - _` "ll " I vw, - - ,- �� , -l' I I __ i __ _�_ I - - ___ , i I I , --:, � � "� 3 " , - - ,I, , �,, I � �, , " ,.; � --- - � i I l"i I _ , j ,-C,E., ", \ _-__-1' - I I 11 ", I F . - .1 ,. , i J: I i 1 1 � i , __ , . � 11 - " , 1� � \ �/ I � __ I , , , i - � , � - �/, i l - _4� _ -J- %,l- I_ ___. __� , I - - i . ,4" U, - I �F!l 1-11 I " . .. 1; I � / " , I � , I � I A - I l, I - -,I � . I - l I �', � .. . ........ __ I, ___ t l �,4 - I , _ � 4/ , - I , , I I -1 � i I I - -,-.,, , L� � ,. i - , 1, - 1 �t I I I � � � . - - __ __lz,� :1 I I \ I I __ I i _� , �. � I __ _ , . i � I ��� � - , � , . ." � -i- _: +1 -`L-- , 1 , , V �Iy ,l i ; q-, - � i '4,�_, I- , 11. , ,� I I I I I . I I I / i I ____ __-"" �� i , \ , L, � --i-., � \ I I � --- 1 �� , . 't / ., l ,, �, - 1 1 . I 1, '' - ". j � , - I I" . ) j l, � ; I \ �,,, - i �. : I / / 3. MITIGATION AREAS TO BE � INCORPORATED INTO EASEMENTS. Ljj � 0� LU __ I - ------ - _ , I I � . -, , ____ _ ,,: � \ li��,� [ , - --I .... _ _ , I _ )_ ,,-, � V , :, I i � - i I I ." � � - � l ,, ,1� .. I , � �, . �'�l , l I � '11, 11, � - // I , i , I . --- - � 1, , __ i I � I I . � r I . � I !-� I I t - - - r ___1-1 l, i � I � � 1, - l I') ; / ---- i- __J'� I.- . I I I I-" . I I il� 1 1 '1� , "I I I , it ,,, . 1. / - _11-1 I I � I - -.1 - . I I I I , , , 11 I i -t-4 , F , i-_,� 1 �e ,,,�' , I . 1. . t- __ I I + � I'll , , ,j I , ill I � I � ", t , " e I / i . . , I I �,, i f ', \ i i I I , _'� ..... I , , � - -� ,1 ,,, , l--��__;! , - ", - l j- , ,� � , � 1 , � I __ I ! ", _______ 1'� , � L , , - I I I . I I � � � L , l I I I , � I i � � , 1 -l__z__,_,__-_LZ ------ __ ___ _- - � , , i, , . : _ 1 1 " � I I , . I -1 ------ � ..... __ - j . .� I 1 1, i 1i 1, __ I � I � _"�,'�,, ,, \ ,,, li" , " � , ,r_ / � � - "� , I ", , I ; I I . . 1 1 1 l , � I I . 1 1 , i � 4-.-- I ) I I i 1. ( __1 I ) � % , , 11 ,__ , "' � , l , � / � .. E � -- - '---!-- - f I I i . I _ � ! I -1 / , ,/ " � I . � I � I i It i i :j I .- � � I J/ I i � ill 'I , , ,,,, , I I-_' � " - l ,,,, , I I � . j 1 1 1 1 --11-1 . �1 ,",� ,,, M -.1- I . � I 1. . - I - - � I I I , � -111 - I - -11 ,-% , , I � . I ; I . I , - ; % - __ ______ � I I � I " 1�1 � " 1, , , , * I " i � 1� \ ' 4"' � � , f -'r, I . 11, , . . I � I / , � . I 1� � ,;�; , , 1-1- / ,/ , � , ____ I i I % , - , I + i i � �.__ �? I I i I + . , 11 � __.- ___A_.__-_,__ ___� , , , 'a- � l-,; , , / . . t . ; I �! i ,� I I � __ i __ � ill ii" I 'L � I, L, � I I it PLANTING NOTES: 1� THE PLANTINGS SHALL F0LLOW THE STREAM BUFFER MITIGATION PLAN. �- J W r ^ V j W I � __ � I .1 ,,, \, , - . I . I I I 1. -, ; ,� -,, I � �,, / ;�, / � l , i -1 " � , , � I f I i 0 i � . , � I I - i� �, - f, 'ii ---,L" , '// /l - �.. 1 i i ; I l i , i 'l- I �q - I !1 __�11_ I \ "I l 4 1 il �, . - I I � - "I � t) 2 ,� en, �, j iii ir �1 � ! Al , \ " 1 w, , ��+ ,,,, J1 r - - "Ill I . ! � � � I . I- ,,il --�I' , � I I , 1i , �. I � I . I . I I I I , 1, �, � I ,'T� - i -, � _ f I , � / " ,�� I . � . , - � � � ( I I , I , � I - ___ 1 :4 � , ._ , I ��_j � - - - , , I '. I - I A I i [' I 11 ; i l , '' 4l � � , 1.l i � ; ! . . j , r , , " L i I - ,� ,� , � i i , - - ! I , "\ / 11* , I � , 1 1 , jf . I _ I - - , i I . I I � , -, I 8 l . , 1+ I 11 I I , i O" , , " , I , ` I , I- I . �. I L i I � I 1�, I , r, 1% / -, � ,, I , , J i U--l-l'". � 11 "I i / I I , � ... - ." - . I , ! ,, i i , k . � , � ; . 11 I . � I i . 1". . , I I 1, � , ,�, ,` I � , i � I . � -1 I , , i�� I -A � , � 1 � -1- �,,, , ,,, -- ,,�; , /1 I �', " , �,� _'__ / , i k1 l,;, F .I , , i " j �,� I ! , i � I ! I i , " - 41 , � - i / , *,� - i I �' , / t i " '" 2. THE FINAL PLANT LAYOUT SHOULD RESEMBLE A RANDOM AND NATURAL PLACEMENT OF PLANTS RATHER THAN A STANDARD LAND&CAPED APPROACH WITH TREES IN ROWS OR ANY OTHER ORDERLY FASHION. � - I . - � j j; _ 'l I I I I I f i / L . - i � �' __4 � .- , "I _ , I . .- I :,. i , s 1, '! i " ` _ __ _____ l ? I , � t L, I ' , , ,,, , 'i �, , i - i I i � � i f___ __. t I S � I - , . � � � I ; � I I !, I i I ir I _ � . I �� I "", I I , I ,+ ll /11 / ,/ ,;i� . I ? I il l "i, I ! ., 1 PROPOSEb", \ � I - - - l � I . " . ; , \ 11 I / 1, �_ � . __ -, _ j I � WITIGATION- ,�i li, I I I / / , ` � , ; ------- ____________ 11 t . li - I .,� � - � � , ", � I � �, 1 1 i '' 11 ! I R ill l l - I , 1, 3 ;- --_� ��- � I � l'. I I � , - ?,,,� , � / - "L / / � / t0q, ! , I I I , �, I L___.___-1 11 , I i'l l 1 l, , _ +. I 1--i ! i- ll -I I , , I l'' " I i _�_ "' , ""' U ) . f , � . - -I 1� ` �f' 4 1 � 11i, / I I . ,L s I f ! i ". . I . I , �, , � � � - 1, , / / 1 � j 1 ; : . - , ., . � I , ; \, I i , -- I ,_ i I t1llil r (TYPI �,, �`_J / / I ", i � � f i , i , I � , . � I EASEME � - _!:, I �' - � ", " 'I, I " 11 1 , i -l- ,�i, � � t � I �, , � 1 �4 , , lF I I 1 i j , � ,,_ ,4 it I ! / 1/ A 3. THE CONTRACTOR SHALL 'WARRANTY THATA MINIMUM OF 85% OFALL PLANTINGS SHALL SURVIVE FORA PERIOD OF ONE YEAR FOL.LOWING PLANTING COMPLETION. � - I Uj . , - - ,� ,, I , I/ ,1 I I � I - I I i" - i , -i , , I " // I . I i l, i i ;[ ,� I I ,-l . 1, "', , _ �j "'. / , I I 1, ,/", / , / I I % � ; 1 : I I -.11 '� i � I �, ., , , i_� _ � I i_ 'd . . ; _� . i I � j i i- l i i ;, 1� 1 t, , ,� l '�'111 � g _,._ l-, li /' o I I 1� I / i I j, f I I � I I i � � � I'\ � l !, ,_ t_ " � " I , �,, / ", "I , � 11 r . -"/ I / ,� i � � ; �! : i ! I ,,, " ll- 1 -.- ___ -, - -1 t � � I ; 1, � l 1-1 I I kz, 1 "I'l \ � 1-11 I , l , - � 'l", � , t ", 1, I "'.. �, �'_ l/ "', ,l, �/ l/ / . , fl ? l ! , �:' I � ; I T " I ..., . ' - - I - I TI " / " / -1 , �lr � I S , ; ; ,�, I I 1, . , � � � � i + -i, �\ - l-� 1- l !` "! 1, ;.-I l 1 I t '�� i " 4. THE CONTRACTOR SHALL IFURNISH NURSERY GROWN PLANTS CONFORMING TO ANSI Z60.1, WITH HEALTHY . ol LL i - 1, - ,,, I I 1, I _________ 1 . I I ; l ' 4,-,-'- , , - ., 1 . � - _--1— I � � - , ". - , . ; 'i j I l ,,, � I I l, 'I" ` - I I ir _l, � 7'� , / " J, I j 1 / ,/'," , 1 I , : I I I I � I li . ... , , , I , �,,, J T-i, -�, fl, M ,� -- I i / �_ , � i I 1 � f �� t � I j ,� �, I i , $ I 1� I . ,___ - �_, I , �_ , , , I I 1 I I � 11 � I I , , I : , � i � I ; i 1%, "t , .... , " L"T! / '\ / ., '' . ; -1 ___-_-__.__1___1__-_ 1 , i" I I l�l - i 1, I \4 \ \ 11 / / i I J 1111-- j 1.1\ l I I __ - � I l� - �'111 11, I - " / // I ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. TREES AND SHRUBS SHALL BE WELL SHAPED, FULLY BRANCHED, HEALTHY, INSECTS, LARVAE, AND C�_ j � I � --, 'ix,__l � ,/ ; ., , l I I ! :! � � � I l ,. � ,� �l` li �--;?_ �f�, � � ".. �z I � - � � I � fj i � I I -! 1 1 ! . , I ,� 1 1 i I 1 I - I . I i i, � - �, 1, � , ,� / +,_/", I 1.11 I i ; if : - I 1i I I 1, � I ! : ,� � \1 � �l, I I " � I I � - 1��_-=�:�_-�= __ . . , 1 I �, , - � 'O. , - IF I '! 1'�, ,� J 'i I // / / X/hw, ,/ r. __ ': � � F i I +, i I i 1, � I , . ,,,,�w "', � �__/ " - �, 1. I .1, I � � -;;� -, I I � .11, " // / 1, " i // r i I 11.1. - ... ___ _______ � i A f j I 1 � 1 �, �. i I I J I I 11 - , , I � I 1, I - ' _!` i l I I I � --_--1______ . ...... I � 1, i I � " 1 � ! ". -l� i I %- �,e I I '-; J�, � ;it � " � � l-- a Z, / " ,�� l. - I I , 1z, , ,� - - - __ - � i i I - I -i �l� I - , i - I , I Ili 1 1 � ,� � /. ,�"' " " i '. ' / I VIGOROUS STOCK FREE FROM DISEASE, DEFECTS SUCH AS KNOTS,, SUN SCALD, INJURIES, ABRASIONS AND DISFIGUREMENTS. < 0 . � -1 I , - l , , , I .: � ,�; I i M11 - -___ - j � " ' - - - '_ ' - _ L A- �_ ,_ f --- - - " -. __ , 4 -""'L j, � l' � 11V ff,iii I I / I l . � / f I � ,; I _____ "'o" � - * I I , I .. -.1 I , , - __ .' __ , """ ::�,,! i, , , , I -1 ,, � - 7 � I I -= -- - 4, , I , 1 ; 1 + __ I I - , � � � � _j , , � - � / , � ;, , / , ,I, /_ - _ " -����_,-�-____�::__�, _' � - - , , 11, , i, i, I I t � 1 � ,io, , _ , ! ;, ii � , __ , , , � ],/,-' ' L � . - I . � I I � � I -1 - � , , L C . / � � , I - �� ,, , � , , � 6 ; , , � , , , , " , , / 11 �/ 1 7=,Z. _ __ - __�� t - i , $ --- _ ... I I �/- '/� l \ ', ,;'.,,,,' - ,_ j� -� , - f ` , X V // - " 1 , / I I _X , - i� I � ,� - � - - - L L � � - - --- - � - l� . " , , -1 , � , � � I : I I _ � f � i � . "', , I I "_ -, - '._11___ - - ---- _., �� - 1_ �/ 'I - �l_ '), I I I �� _.,_� , - '� /�' 1, , 1� '.1 _4 - , , I \ V .. . X ! i j --, " F. ___ __��. __ " _ --- I, : _; t__ ( 't � "I 1,11 _ l. l , � ,4 i ,�, /-I ... ... . , - I �,/_ . �,, Ill - I , � 4 �, /z & � � - " 1 , I/` , , 1V I - �, �, / , / � , I , � � ,; d 1 - - -e. II'l ��4 , I - _', � �, I % i ! I i l - \"L ' � _/ .� , I i \ I , , � � I ;1 I � Ill, .-, - i ; - � � � . , , - , 7 '4j, 'y i ", � , � �- , , ,k/ / � ' * , I - - 4�. - L /I , - 7 , " I., I , r �'� ,��:�� ,,-e �,`_ " " -, 5. NURSERY GROWN STOCK �SHALL COME FROM A LOCAL NURSERY OR BE ADAPTED TO LOCAL GROWING CONDITIONS AND BE GUARZANTEED BY THE NURSERY AS SUCH. (D C) __ � i l , 2 l I , -_1 , ,� 1 i N __ - 11 l, ,,, _- ___ I - __ - � - � 'I, I I - .� I i I , " i -,- __ � � �- I � - �, + -, _ - - � 'il . � � I" , - , , `�- -�_T- l, �� 7-, - I.- � i _ , I. 5 ln/-;,v,� -- �, - � , � __ ________._____ __ __ll _� __.- ��'_____ I " --111 ',�. I _ -1, ll� 1," I 1��, 1� , t _,� - " 1�7:"_ , � s -?l A /j , ,+- _1 I -- - __ - - - __ ____ ----i ___ __ jf! __ 1, �, I'� � _1 , � � -i-- " -, _ , i,,� 7 ,,.,, .,-,,,,l -r' , , � / I - I , I- ;1", :, l - - __ ___ - I I � � , , i , - , ,�/ � /I -41 ,;,�. I .., . . _ I � I " �. , , . , _�� - , , 4A ,`�,! , ,--V /� i I �:,�; ... :., +/ l� I __ __ _ __ '--I- � . 1 4 __ I ., - 5 .. . ........ � ", ' � ' / , , . l _ I .i , �� ., ___1-____ - , _ � , �1, , A l + "" /� 'j, " "& 47 // � 11 "I . __ _� il�F, �, - I ,�I,%� / I , __ � - " I- __ � L, _ � _,j �& � j l� _ ,� I , 'I, , I .*;� - - , , W O�� , I f I I - - _iLl _ 11 �, .lo"', � f- __: - -1 �_*, "'NA -W _* � I 1, .. . �' -z- � - _ - , * _ - " --- �, I -;-,, �e�l � ., - --- --- �#f In * P., �, - ,��, - ,, - i 61� // '/ i�ll 6. THE CONTRACTOR SHALL (CLEAN THE TOPSOIL OF ROOTS, SODS, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. 0 U N ,.,;, 1. �_ ;',,,' " /// ,I 1. 1-11--_ _ - - " , . , � I ! , I � I/X/ - * ��*15100111p_ - ., / . .-, l "I // � . - -- *1 - j "! �� 1� � , V _.�_, - I � � + � -, 4 nn_�,�l ��, l, j� , � ; ,/ " "I"". ,�, **, ""t**,li,j1 I" � " � ,-,- _ -, - - ,/, ,� .. 1l.._li` �11//_'11 -/ " /e , ________ " I -1 �'_ - . -q , . ,.., i I I � GRAI � ov,_****��� 0 iwww "" ..:.#.,.,. �"`0-�_��Z�:_ -, _l: .,/ j,l x .z x ": I �. 7 - - - �, - , . 11, 131k 7. THE PLANTS SHALL BE SE 7 AT THE SAME DEPTH THAT THEY WERE GROWN IN AND THE TRUNK SHOULD BE t5 �_ Uj -1 U -i � #** i ", In," I ,�_ - - ---11 I - I � � ,� i ��', I , -7 . 1-1- . � - "'i 1,, � - � I " *w""w''o., " 1Y 11"fXZ L L : A, "'o, - I __ -__ �� , , , , / -, 'i - . * , "Co", , -,* , ,,, - : --- ---- __ il'; � � � . SITUATED NEARLY PLUMB. TREES AND SHRUBS SHALL BE STAKED, AS NECESSARY, TO PREVENT THEM 0 Lu 0� = - � I I/ __ li I I , '.11 - � / Z �_ , , I I � -.11- _ � / -1111. y -1 30 0 15 �,�,�_" 60 11-.. - 120 ,, / �;,10MINNON: l - ,l i 30 � , -,-- I ------- - __- l �, FROM OVERTURNING. Cl- V) JOB No'. �, I I I � I __ I 11 ---- - , I 1.1'a ii�. i 8. ALL VEGETATION SHALL BE WATERED THE DAY AFTER PLANTING AND THEREAFTER AS NECESSARY TO I 1- j 1�1 I,\ � I 11 00 04M , "' � __ � 1"... .��' � \ 1.11, mii�,"� ! **00,101"t - d i l ., ENSURE SURVIVAL UNTIL THE END OF THE GROWING SEASON OF THE FIRST YEAR. 102041 I � \ � 9. THE GRASS SEED MIX LISTED ABOVE SHALL BE SPREAD THROUGHOUT THE ENTIRE STREAM BUFFER I I I � ( IN FEET ) PROPOSED MITIGATION AREA � Illk, MITIGATION AREA. ; \ ,_ l � - , I (0. 1 8 ACRES) : 11_,� I irich - 30 f L. l 10. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. I SCALE I PROPOSED STREAM BUFFER IMPACT - ' i- I I � PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. It 1 =30' i AREA (0.23 ACRES TOTAL) - _ "Ill r , 1- I 1 1. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE ALBEMARLE COUNTY PLANNING I SHEET NO. DEPARTMENT AND THE LANDSCAPE ARCHITECT. I 1 1 27