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Home My WebLink AboutSDP201300002 Staff Report Final Site Plan 2013-04-09 1 ALBEMARLE COUNTY PLANNING STAFF REPORT SUMMARY Project Name: SDP201300002 Northtown Phase IIA- Final Site Plan Staff: Ellie Ray- Senior Planner Planning Commission Public Hearing: April 9, 2013 (Consent) Board of Supervisors Hearing: Not applicable Owners: First Gold Leaf Land Trust Applicant: United Land Corporation Acreage: 14.9 acres Rezone from: Not applicable Special Use Permit for: Not applicable TMP: Tax Map 45 Parcel 110; Tax Map 45 Parcel 110A; Tax Map 45 Parcel 111 (portion) Location: [Attachment B] This site is located on the east side of Seminole Trail (US Route 29 N.) immediately opposite Lowes and Kegler's. By-right use: HC Highway Commercial – commercial and service; residential by special use permit (15 units/ acre). Magisterial District: Rio Proffers/Conditions: Yes, conditions [Attachment A] Requested # of Dwelling Lots: N/A DA – X RA – Proposal: Request for final approval of 45,600 SF of commercial/retail space. Comp. Plan Designation: Commercial Mixed Use – commercial, retail, employment uses, with supporting residential, office, or institutional uses. Neighborhood Density Residential – residential (3 – 6 units/acre) supporting uses such as religious institutions, schools and other small-scale non- residential uses. Character of Property: Partially wooded with one stream located on the property, which does not contain a buffer. Phase I has already been developed. Use of Surrounding Properties: Commercial; Single Family Residential Factors Favorable: 1. Site plan has been reviewed, and is in the process of being approved, by all members of the Site Review Committee. 2. Conditions of approval have been met or are in the process of being met; site plan will not be signed until all conditions are satisfied. Factors Unfavorable: None Identified RECOMMENDATION: Staff recommends approval. 2 STAFF PERSON: Ellie Ray- Senior Planner PLANNING COMMISSION: April 9, 2013 AGENDA TITLE: SDP201300002 Northtown Phase IIA- Final Site Plan APPLICANT: United Land Corporation PROPERTY OWNER(S): First Gold Leaf Land Trust APPLICANT’S PROPOSAL: Request for final approval of 45,600 SF of commercial/retail space [Attachment B]. COMPREHENSIVE PLAN: Commercial Mixed Use – commercial, retail, employment uses, with supporting residential, office, or institutional uses. Neighborhood Density Residential – residential (3 – 6 units/acre) supporting uses such as religious institutions, schools and other small-scale non-residential uses. PLANNING HISTORY: SDP2004-00045 Northtown Center Preliminary Site Plan. The preliminary site plan was heard by the Planning Commission and approved with conditions on October 18, 2005 [Attachment A]. SDP2006-00061 Northtown Center (Phase I) Final Site Plan. The final site plan was heard by the Planning Commission and approved with conditions on June 17, 2008. REASON FOR PLANNING COMMISSION REVIEW: A condition of the preliminary plan approval by the Planning Commission stated that the plan come back to the Commission before final approval [Attachment A]. STAFF COMMENT: The final site plan was reviewed and approved, or is in the process of being approved, by all reviewers. The plan also meets, or will meet once all approvals are granted, all conditions of approval per the Planning Commission action letter (see Attachment A). Conditions with strikethrough have been met; those without strikethrough are still in progress. The status of unsatisfied conditions is as follows:  Conditions #1e and #2b under the critical slope modification are in progress with Engineering.  Condition #1: The ARB approved a Certificate of Appropriateness with conditions. The conditions are in the process of being met.  Condition #3: The plan is currently under construction review by the ACSA.  Condition #4d: A stream valley design has ARB approval and is being implemented with several phases of the development.  Condition #4f: Retaining wall design will be satisfied with the building permit application.  Condition #4g: A conservation plan has been submitted, the landscape plan is under review.  Condition #4h: Minor revisions to the lighting plan are under review. Staff recommends that Condition #7 requiring Planning Commission approval be eliminated for future Final Site Plan submittals. This project is being developed in phases and eliminating this condition will allow the future phases to be approved administratively. RECOMMENDATION: Staff recommends approval of the Final Site Plan with the following conditions: 1. Final Site Plan will not be signed until all reviewers have granted their approval and all applicable conditions of preliminary approval have been satisfied. 2. Eliminate Condition #7, allowing future phases of the plan to be approved administratively. ATTACHMENTS: A. Preliminary Site Plan Action Letter B. Site Plan COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4012 October 28, 2005 Tim Miller Rivanna Engineering 1350 Stony Point Road Charlottesville, VA 22911 RE: SP 2004-024 Northtown Center (Sign #8) and SDP 2004-045 Northtown Center Tax Map 45, Parcels 110, 110A, 111, 111A and 111B Dear Mr. Miller: The Albemarle County Planning Commission, at its meeting on October 18, 2005, unanimously approved SDP 2004-045 and unanimously recommended approval of SP 2004-024 to the Board of Supervisors. Additionally, the Commission approved your motion for Modification of Section 4.2.3 to allow activity on critical slopes on SDP 2004-024. Regarding SP-2004-024 (drive through associated with the bank): The Commission unanimously recommended approval of SP 2004-024 to the Board of Supervisors. Please note that this approval is subject to the following conditions: 1. A by-pass lane, 16’ minimum width shall be provided. Striping and lane widths must be shown on the final plan. Please be advised that the Albemarle County Board of Supervisors will review this petition and receive public comment at their meeting on November 9, 2005. Any new or additional information regarding your application must be submitted to the Clerk of the Board of Supervisors at least seven days prior to your scheduled hearing date. Regarding request for modification of Section 4.2.3 to allow activity on critical slopes: The critical slopes waiver for Northtown Center was approved based on the finding that the strict application of the requirements of Section 4.2. would not forward the purposes of the chapter that otherwise serve the public health, safety or welfare, or that alternatives proposed by the developer would satisfy those purposes at least to an equivalent degree, subject to the following conditions: Northtown Center Page 2 of 4 October 28, 2005 1. In addition to all other erosion and sediment control measures that may be required by the Water Protection Ordinance, the applicant shall provide erosion and sediment control measures to assure, to the satisfaction of the Program Authority, that it is providing high levels of effectiveness in controlling sediment during construction. These measures shall include, but not be limited to: a. A construction schedule that minimizes the duration of disturbance (e.g., phasing of the erosion and sediment control plan). b. Using high efficiency sediment basins designed to include the use of flocculants. c. Matting exposed slopes as determined appropriate by the Program Authority. d. The contractor shall have a Responsible Land Disturber (“RLD”), on the site throughout the period during which the site is under construction. The “RLD” shall maintain a daily erosion and sediment control inspection log demonstrating that erosion and sediment control measures are being closely monitored and deficiencies are being quickly repaired. The “RLD” shall assure that all control measures are being maintained in optimal condition. The log shall be made available for inspection by the Program Authority at any time during regular business hours. e. If determined to be necessary by the Program Authority, the surety required by Albemarle County Code Section 17-207 shall include an amount determined by the Program Authority to be reasonably necessary to take corrective action to repair or restore downstream properties damaged during construction by runoff or sediment. 2. In addition to all other storm water management requirements that may be required by the Water Protection Ordinance: a. The stormwater management plan shall include additional measures determined by the Program Authority to be necessary in order to capture, to the maximum extent practical, the runoff from the site, both during and after construction. b. The stormwater management plan shall include measures to prevent, to the fullest extent possible, damaging conditions to downstream properties and receiving waterways from occurring as a result of the development of the site, both during and after construction. c. In order to allow the Program Authority to develop appropriate measures to satisfy paragraphs (a) and (b) of this condition, the applicant shall submit data demonstrating the peak flow of runoff from the site and the peak flow of runoff coming onto the site. [Albemarle County Codes Sections 17-31, 17-314(D)] 3. In the plan during construction the sequence of the storm water management addresses the switching over of the stream flow, if any; 4. In conjunction with the final site plan, sufficient landscaping and screening shall be provided to screen adjacent residential properties from areas of disturbed critical slopes; and 5. All of the other conditions recommended by staff. Regarding SDP-2004-045: The Commission, by a 5:1 vote, approved SDP-2004-045 with the following conditions recommended in the staff report; based on the other actions just taken and an additional condition that the final site plan Northtown Center Page 3 of 4 October 28, 2005 come back for Planning Commission review. The approval of the preliminary site plan is valid for (1) one year in accordance with Zoning Ordinance Section 32.4.3.1. Therefore, the preliminary approval shall expire October 18, 2005. If the preliminary site plan approval expires, a new application must be filed and processed. Please address all of the requirements and conditions listed below and submit eight (8) tentative plan copies to the Community Development Department. This letter must be submitted with the tentative plans, as a checklist, to document that you have addressed all requirements or conditions, or the tentative plan will be denied. The Erosion and Sediment Control Plan and the BMP Stormwater Management Plan, with the associated applications and fees, may also be submitted with the eight (8) tentative Plans. Failure to do so will result in a separate application to be filed with the County at a later date. After the initial tentative plan submittal, each department/agency will contact you to discuss any remaining conditions. After all aforementioned department/agencies have granted a tentative approval, you may submit the final mylars (2 sets), one blueprint copy, final site plan application, final site plan fee, and a copy of all written tentative approvals to the Community Development Department for signature. The final site plan will be subject to all final site plan requirements (Zoning Ordinance Section 32.6), in addition to the following conditions. The Planning Department shall not accept submittal of the final site plan for signature until tentative approvals for the following conditions have been obtained. The final site plan shall not be signed until the following conditions are met: 1. Architectural Review Board issuance of a Certificate of Appropriateness. 2. Virginia Department of Transportation approval of entrance design, signal improvements, frontage and turn lane improvements as well as any associated road plans and drainage plans. 3. Albemarle County Service Authority approval including approval of the design of the relocated sanitary sewer meeting ACSA standards with no portion located within storm water management facilities. 4. Current Development Division approval of: a. Minimum sight distances within parking areas/travelways. b. Design/location of curbed islands in the parking lot. c. Stormwater BMP plans and calculations. d. Stream Valley design which is acceptable to the Architectural Review Board. Based on the plan reviewed by the Architectural Review Board at its meeting on October 3, 2005 and included as Attachment A marked WDF, 10/09/2005. e. Approval of revised parking calculations to account for any parking lost by condition d, to include if necessary, a reduction in building space. f. Retaining wall designs for any walls of 4 feet or greater. g. Landscape plan, to include a conservation plan for all trees proposed to remain. h. Lighting plan. i. Subdivision plat combining the parcels into a single parcel or realignment of existing parcel boundaries to result in lots meeting minimum requirements for building construction. j. Necessary access, utility easements. Northtown Center Page 4 of 4 October 28, 2005 k. The 18' retaining wall on the northern side of the site cannot disturb the undisturbed buffer for a footing or reinforcing grid. The plan must be revised as necessary, or provide computations, details and construction methods to avoid disturbance of the buffer. l. Grading to the edge of the undisturbed wooded buffer on the sides of the site will likely cut tree root systems, damaging and eventually killing trees. On final plans, the grading should be moved back, or specific trees surveyed and marked on plans to ensure survivability of trees within the undisturbed buffer. 5. Fire Marshall approval. 6. Building Official approval. 7. The final site plan shall be subject to Planning Commission review. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434) 296-5832. Sincerely, William D. 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D m y \ \� v p-' m- A C7 r D C 1' v \ \ v v v cfloU). �W O �� 0 M,� 0 vA�� , ��' I mzmm –mss �goCj) �m Dza: CY) I o C) =NNE ;U --j Y N / nNio -c�-' °o �S9 \\ \ M m O cc) O r > O r 0 Q'I 11�' ti / N0'�OT mX mm l o� � Ln 0, \ \ \ 9QA ° � cn�o<r o0 / C-12 `� V A N�� v�A', z� NmD� DOS?o0 I v _ V R, cN�,� / �?�pzm� m C �r S \B(T ��_ A I km��c�n Cn N� 2 Z 6N \ \ \ °m \gyp/ \ /tic s \ \ire - - -- - _\ 1 ° --nn��W C� z T 4 Z C) o O D o00 \ \ 1 ao� �0 \cSF \\ rn °SOD _ I Z o 00 \ �m \e T \C �� \\ N mCO� 0 O�vD� \ N I m-i �cDn Dp<= �7 T I I / goo o ; K I m \4i \ vA _ / I� w�Cn - - - III �� s ��A – ° �mrnm D m0 N I – �Dz; – M – z I I I Viz' FTC - � �\ / / N ccn0 – pp = m Z < w -�C�� \ om i� D O C-D -n C VD w� Vv� A\ /� / / / �W�..�� mD =m z m Cp \ c Cn SIN \ \ \ \\ �� \ �/ // / - o ° Z D � � m o m o0 I! �Cb w / / / 1 4 � Cn m -< I;- w \ boo- \ m N m I I _60� \ . o� ° O / / / / / / / _ \ 0 z D rn ° �` toes / . k—J -It Co CD L, �V / / / / m m v W S� \ N ps I I - - �. m �6 °S0, oo tio� - - - - / / S59° 51' 36.13 "E 1 D 80 O6 \ \ni - - - / �— 107.893' / W coo / I I – w I I m wr� e cCn W III I U1 (.n -� 1i _ -- � 06 41- II (0 N W I O I N / I / / w- a wo I m I I I .` / / I I / / / !� N ° m I ID ao I m I I C I m n c m ) E - - - -- -- – - - -- - // m c m \ m W o l z O n =� / I I I. / N / x x r D III' oo - - - -- / - O �' D�0 +� z (n C D m° / — — � O cn 1 f _ / m z oo ;mom 1_ f/ D z Jm� �Omm� _ N / / D W D �mm Nu'N I I r. / m� � ND° O >OO O -4cn0 W w i ��N ZD Z N -n o / In D I -�� m - J �m ii zz I / D 2 fi I N / m� m D �D �m�� L — - a� A -n \ I� z �;zm z0 ro I / / �-c x < �mco N� J'� oleo �,m / N -I D / / r N D m M �,zcn �D y_- \ I !1 I 3 II: / ° �_�m f I o o c0 J < M > N , I / N mm =0o y \ , –'��I� m0 ° ?� I/ \ p / O �X i �� x �' II I J I DZ W CNii 11 > /J1 J/ / - - -�_Vv v // / / v,– mom'' ; �� / O� °Nm� I , / z c° cn \ \ I / - - /LL ILL ,� m a' Sd� ISe —� z / ,N m III I I /I N III /� LLLLLL LLILL��LLLLLL� � LL LLLLLLLL°LLLL�x °�`LL I I� Xz / Z�` I =- z< LL LL LL LL °�_ 0 LL I 59'37.70 - — r S58° 59' 37.70 "E / LL S58 E - - �—• - - - � / 170.519' 566.358' I N \ _ / Z\ 'z -mx o .< v- v III - - - oom cnm III – / W - -- - -cn o cn - - _ - ��\ \\ Cn / D oo Z — - - - -\ — -- -- _ / TAI m C m - o D m _� v - �m - -- - -- I �� rn uci0 \ N �` m Q � W � X ° -. -� z � — z I c \ G� -n � m Z D- - \ \ N \ R1 j– 0l _.L> ��K � n _ - -- WO z \A VA °N�� cri w Z � v O �__ (� N -- ° flh �m< Nm Cap o � V --I Av - -- 0 m-0 I c \ 21 I \ = D No m D �2 ao � m \ \ \ \ D \ I � \ Y. N CND \) wm� °m D / 7 \ \\ -- � O m N C.) 00 r d m \ \ \ - 460– — I cn \\ I W w I \ \ M y \ � O I z p m _ ° -n c'fl UZ \ \ \ N °- m _ \ cn \_ IW a , , v c wI � r co �, \ \ ( / CUP o m _ ID \ °o.. mZ� ;U Z \ , / I N W__ - -- �\ \�\ 47 \ \ Icn I O�o�o� N / Mme° ��__ \ \\\ I / / _ W / -amD - -- \ \\ I I / / ID �\ / 0 /'�' o'a�O D x z ° \\ \ I 10) W o ;min \ oo�\ \zT I w z \ \ \ \ \ \ \ I I D p Can \ \ \ \ \ \ L \ \ \ \ \ \\ \\ o (n CZ IN 0 ou -U \ o °z0 �� \ \ \ \ �J wrh \ \ o�*m 00 �� \ \ \\ \\ \ I v°i auv ° - \ \� �/ \ \ \ \ °i(' mcn CIO D \ \ \ �/ O� —� \ \ \\ \ G)N °N >� / w N Z m \ \ \ \ \ \ \\ \ / \ I\ \ \\ �j wa,��D �c�c99 / D w0- W D X \ \ \ \ \ \ �� / I \ m I m � \ \\ \ \ _ z o o can I I m \ \\ \\ \ \ / I // / ///// z w " N / / / / m \ \ \ I _ _ \ \ \ C N -n m / / / // / / _ \ \ \ \ \ \ / /I / / / / / \/ / \ \ \ I °wrNvmOZDc�i, / �;U)m -c� w0 // / / / \ \ \ \ \ N ° N 0 1 /// \0 w / \ \ / / \\ CA) NZv z �\ / cn \Ong e co T(0 i ° I a �� p I' / / / / i \ \ V A \ / / / / / / / \ W O �7 I _ °N D ° / / / v v v v / I / /� / ° ��,� 0��5 v v v ` W N / \ m � / / 'ag0 m / // / / // / // /� \\ \\ \ \ I / / / �� N�j�00a: WI / / / / / / / ,- - - - - -� \ \ \ \ \ / / / // / o�71zc� -n / CA) ° N iv // I - -� \ \\ \\ \ \/ / // Z / \ ° D� \ I I I I _ w I I I I \ / i/ / 00 C: IN / I j I I I I I ( _ _ _ — — Od813s la�ln8 ,05 / 00 � cn O 00 CO �+ N 00 I II I\ \ \ \\ II \ _ j ��o�°� \ m _ / / I \ \ \ I 1 _ _ _ _ ) dd aNd 2�3��ne 438�(11SIQNn .OZ - - - - \ M 414.036' 00 CNZU / / / N64° 3T 51.37 "W / p cn O ° m Z C71 CID M 0 03 In c°n�m *n 0-n �0" °r- 2 0~0 Zm >� \ \ / W m !?� n CF) -P 0 ° m D 0 L L I NS EN INEE I N 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 PROJECT Ln N rn '„ Ln N W NORTHTOWN CENTER PHASE IIA — FINAL SITE PLAN z 8 M N O o O �10 SHEET TITLE EXISTING CONDITIONS Theca nlnns nnrl nseorinterl dr, —menu nre the exc1 -1- —nerty of C011 INS FN(;INFFRIN(; nnri mnv rnt ha re nrorlucarl in whole or in nnrt nrrl shnll rnt ha i—H for my nurnnsa whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of COLLINS ENGINEERING. REVISIONS DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION 1/07/13 INITIAL PLAN SUBMITTAL 2/19/13 REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS �a co y ti y a co o O N 0 o - Y 0 \\ I \ 'Z \ > JI w �oD.f7.�frTIW. \ \ N I w z 0 \ \\ Z \ \ \\ \\ II \ \ co co y / m I \\ I ��m�x DWNn O D < – \\\ I �zm=�c =0z0m / 3 I \ \ \ I C7zr - / z l I I \ DzOnz =��Ompcn / Iw \ '– -0 0 o m G7 / o I \ \ 1 O m 0 0 Cn \\ w w I \ \\ \\ 1 I W C:: r, 0 0 z 0 O o z T z T \� oVl� \ \ \I I N21mO -QT. Dcnm�O�o� 111 \ \ \\ I °cnm�W �- z Cn °o r C Cn -_M \ \ \ \\ \ \ \\\ \ N O�zOD�m0D�c \ \ m 0 —i � C� 0 z \ \ D m Z r \ \ ;' / \ \\��\ 526° I 000=D�Dr< ��0 m ° – < OS I z 0-0 -n P \ \\ \ 3 S mm I 0� cW00�zDy��oO _k: N \ \ \� - - -_ N cnoDa, m m -< m m W \ \ \ mzG�cn m m n .. 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N CND \) wm� °m D / 7 \ \\ -- � O m N C.) 00 r d m \ \ \ - 460– — I cn \\ I W w I \ \ M y \ � O I z p m _ ° -n c'fl UZ \ \ \ N °- m _ \ cn \_ IW a , , v c wI � r co �, \ \ ( / CUP o m _ ID \ °o.. mZ� ;U Z \ , / I N W__ - -- �\ \�\ 47 \ \ Icn I O�o�o� N / Mme° ��__ \ \\\ I / / _ W / -amD - -- \ \\ I I / / ID �\ / 0 /'�' o'a�O D x z ° \\ \ I 10) W o ;min \ oo�\ \zT I w z \ \ \ \ \ \ \ I I D p Can \ \ \ \ \ \ L \ \ \ \ \ \\ \\ o (n CZ IN 0 ou -U \ o °z0 �� \ \ \ \ �J wrh \ \ o�*m 00 �� \ \ \\ \\ \ I v°i auv ° - \ \� �/ \ \ \ \ °i(' mcn CIO D \ \ \ �/ O� —� \ \ \\ \ G)N °N >� / w N Z m \ \ \ \ \ \ \\ \ / \ I\ \ \\ �j wa,��D �c�c99 / D w0- W D X \ \ \ \ \ \ �� / I \ m I m � \ \\ \ \ _ z o o can I I m \ \\ \\ \ \ / I // / ///// z w " N / / / / m \ \ \ I _ _ \ \ \ C N -n m / / / // / / _ \ \ \ \ \ \ / /I / / / / / \/ / \ \ \ I °wrNvmOZDc�i, / �;U)m -c� w0 // / / / \ \ \ \ \ N ° N 0 1 /// \0 w / \ \ / / \\ CA) NZv z �\ / cn \Ong e co T(0 i ° I a �� p I' / / / / i \ \ V A \ / / / / / / / \ W O �7 I _ °N D ° / / / v v v v / I / /� / ° ��,� 0��5 v v v ` W N / \ m � / / 'ag0 m / // / / // / // /� \\ \\ \ \ I / / / �� N�j�00a: WI / / / / / / / ,- - - - - -� \ \ \ \ \ / / / // / o�71zc� -n / CA) ° N iv // I - -� \ \\ \\ \ \/ / // Z / \ ° D� \ I I I I _ w I I I I \ / i/ / 00 C: IN / I j I I I I I ( _ _ _ — — Od813s la�ln8 ,05 / 00 � cn O 00 CO �+ N 00 I II I\ \ \ \\ II \ _ j ��o�°� \ m _ / / I \ \ \ I 1 _ _ _ _ ) dd aNd 2�3��ne 438�(11SIQNn .OZ - - - - \ M 414.036' 00 CNZU / / / N64° 3T 51.37 "W / p cn O ° m Z C71 CID M 0 03 In c°n�m *n 0-n �0" °r- 2 0~0 Zm >� \ \ / W m !?� n CF) -P 0 ° m D 0 L L I NS EN INEE I N 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 PROJECT Ln N rn '„ Ln N W NORTHTOWN CENTER PHASE IIA — FINAL SITE PLAN z 8 M N O o O �10 SHEET TITLE EXISTING CONDITIONS Theca nlnns nnrl nseorinterl dr, —menu nre the exc1 -1- —nerty of C011 INS FN(;INFFRIN(; nnri mnv rnt ha re nrorlucarl in whole or in nnrt nrrl shnll rnt ha i—H for my nurnnsa whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of COLLINS ENGINEERING. 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U)Wn G7 cD ;U -n - � mD � � N CD C0LLINS ENGINEERING 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 PROJECT ° 0 NORTHTOWN CENTER PHASE IIA - FINAL SITE PLAN w� > oz o O m � � SHEET TITLE SITE PLAN These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of COLLINS ENGINEERING. ° -1 00 K C N Z -0 cn�mm�n W.. m w 1 N ON)003 v N w w REVISIONS DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION 1/07/13 INITIAL PLAN SUBMITTAL 2/19/13 REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS a -2 r \ D \ � I f I \ Z \ \I I 1 \ IN \ > ao 4-t \ \ J I� 0 D DC�m \ Zp1-40 y Z C �\ W �\ I \ ll %\1 I l I � \ Z - \ D I I W M) 70 N*kmz0 � ° M �\ \ \ N v M 6 D \ \ \ N z W � \ \\ \ \\ _ \ \ —� � m c N O G� c�ii o m _ W - - U-n�_� m� C 0 IN � m Z U1 \ r /T G) p�0 \ I I D 1111107 R11 D Z tu) I Wo;M� I w� Cn m I tiGS \ \ O D �Dz� cn0�l� cn 6) m m z 7 W D -�\ W -n ;u U) I / / o � / / I D \� I \ I 0 0 I / 0 00 - - D � � I \\ t9 I I / / (D wr1 4 - — — — — I I W m map F� I 0 - J I n =Z \ \ X IMcn 0 I mcm T X G)mp X0 ��m0 min zcncn Dm:� I::�.. 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REVISIONS DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION 1/07/13 INITIAL PLAN SUBMITTAL 2/19/13 REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS CO y ti y z o�:o a W o 2 r o z � _1 D = D Jj C - T � � O O 77- TI j O P O to W (D V 0 = D � Z G-) m UT 0 0��=T1pZ0 z � ODD W C 7 =rI N t� �m N' t- m� o,-] � mD -u z M D 10P (p N 2C,D I 00 7J 7J IF11 Cn -m{ m � �� p> -i �z0 O DOD � � , � O D 3DD� o -1 p0 �rn m0 0— D 0D� Lj -<0 � Ozr . -i O Z C/) C) = z 0 < G7 U D NI- z -1 - O O� � _ 0 D0O D < WDr z O vrT � �p C) 71 F_F- � 0 = 0_ - �� r 0 -0mm Cn�17 mD OF_ F-7 -i -i0 D O= & m 01 I-- Dr � r- 0 r- om z - � ,- pTr- r � Cn r S• h DEC z I r m Cn X M o* r+. OC ; * IF: �n 0 CK -, = D -I O z 0 � p� . I �0 r+ ZT X W �m Mmm � ;T III F�� O t' OM mm !4 yr• s O M i : Cn �, j 0 m z -iO m E A DDS -a • ar., Y• } r ti:,• :R:, ti k '% ^'Oz En O . D tj 1`14 DEOD r�rzlo r A '� in" '� m �A". n1. Oj= ITI - Z� r+ z 0 • 0� ri rcz siJ.!�" J }., y 0� on i. 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Z m p M 9 EA T. � X w Kv�0��2 � C�ZD CID O -0 X D z fTl �. .Z7 Z 0 yam"` -uDX�Z K: LA') m rm 0 e X00 rC ACT, � -00 K X (rni�QGD��f� ^�O Px t��IrDrnQ X R 1 n� °m m :aoF �� Rio a uric o C W Q f�Tl D C v N ` Tam o�N Zg�N x,r m� noP r L _ Q +_ O prn m N Ul l °a rn I era ��n�� m2 °'.n in vno r=+I C,' Oz r r y e2 = °� Tom ° 0 Aga G] W N W� r m rN zp tF� c,n v o x T w in ''= Ta? m �' i I�Y$rrli � S) O ( C 0 O -I °. w D O z C m -a n xz T N Q Q O vo gdino� rN c° n� r tV � C m 01 m n I�1 � 7 L f �o A ' � M ` b - O < - r � 0 � y c - v z-O � o „a A_a - o L rte, O = * ° 0-” O o Cn v m O - cnm O T �n z Q m Y -9 , N I I ° 0 �Dm m or - = n -0' Z - ; It - x^ ynr ax a�i z m Z7 r o,`"..N m" c° Wsm g p r jaip o an`4� �� nay it D ,� Z m m - C W 0 .0 ?_ a L § 0,000 -'La i ' oa�.n go Az. M � � `/ Z OC r 9 r o N p z aM- 80 a D C D I, O z + =- �, m D (n Ic 0 -' � 0001 Z t 44 EA °O 'jd � Z C) o Z7 7-11 M I II m D 0 0 m oe�n a = +a oa m D r r 0 n ;g ',C 1 �•• r G• 1 Ym°A�m # I 3, e.. ayi = z m Z r r Ci Ti 0 n -M = rte` $ o`nA °fit moo° 0,2 r S Z Q W m 0 "I2m o rnm n`= n Qi�oa .v ti 1�- O O.. rTl m 0 Q . V Tim n o$WE t W, V z D> Z 0 r 6'-0° IAN SEE DETAIL A 6`0" IAN.,. SEE DETAIL A . 11 C <-1 ❑ 6 °O �= 4V1 n h ,mD a(A M W ,,-Z• m r M . morn. m ,Z :t n rn 0 It � o $ Ty. i pt of W -K �' J> 0 • ® nz-� v O M v 2° : a A� C z �n 0 3zF 'EA zD q-I � AS � —pp- - -- a cO A 1 k �` m rn ° �w i 0 I z w aw- a Y O PT' I� _0 n4R A y . nprn a r, p ° m°T ' my °n . i a cm -4 0 O Ayy x xo KWW'. x- A m R xy n o rn D '$ n T � o . Ar .WWi -4 X r ° F Q C(F W -D"" WN.. SEE DETAIL A a � rzi k Ac y 8'-9" W. 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C O W O A N W W O N V) A N V O N N O A O N V 00 N A O Ql V N N V Ql A Ql O 0o A Ql 01 V O 1- O O LD 00 � � � 7 �� , . � : � I � E � � � I � z � _ _ D m - I �� z z0 — -- �I -- T IL -- �— - -- f�,I °1 I II O � I cn l — PROJECT O Dl I I N 2 D Z M ° N O k SHEET TITL 1 N O C p r_ / z �] C � M M W O O C_ Cn X D C a0 m O mom- z 0 )m/ -n 0 m D 00 r- c z IM O D IM - p 0 m D z �1J O COLLINS ENGINEERING 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN LANDSCAPING PLAN These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of COLLINS ENGINEERING. REVISIONS DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION 1/07/13 INITIAL PLAN SUBMITTAL 2/19/13 REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS CO y ti y z o�:o a W o 2 r � z � 0 N r - z D = D ® r-�r-� 0- o O '. r � 1� .. 6)�O � r r 0 � cm 0 Cn 0 ° a (ji r 3 T1 m G) 00 c =� o ae-EE 2 � m v) . 0 ry U) �3 /m C J O 1 x W = D = 17\1 r�- M r G) W Ln r = m EIE] = � N rq D C/) ° r' m > �1 D D 1r- O ro r Z K ro �m Z- X) 2. on � � i �_ on Y FS �o c m m m p G� v _T1 o O = X O 0 O o M D - N Cl) _ � o. W � O m m =c nW1v � C+ 4+ M ? ; 00 p -0 u3i f3-1 x rn rn T z U] O m� ? = O n- r.01,� ,, � _�_ - r. . I, . . . r .1 : . � �, I r 1 1 m D rn ciao - m =- c M =�a Q m0 O ¢ I 3_ r 1 � 00 r- M z r- G) I, oo 0() m 1. Ir mm Ln � C Zr C p O 1I PROJECT O �I M II n N W Z -4 M N O . O k SHEET TITL Cn O D Cn G) D Cn Wl 0 D U) h t� r 1't - T n E b `-k n 0 IN - n a C f-7 3 3 13 N 1< 3 0 3 3 P 3 0 00 v C3 x LA < X 3 v 3 A X ° � o 3 o � W -u C+ Ul n 3 VF Ul O ^ (q N O •6 ® ® s 0- o O p_ � --^ � 1� �r z z � r r 0 u n 0 Cn 0 ° a (ji N 3 n - 00 (__� 3 o ae-EE 2 ¢ O N r 0- 0 tTI ; 'I 1I PROJECT O �I M II n N W Z -4 M N O . O k SHEET TITL Cn O D Cn G) D Cn Wl 0 D U) h t� r 1't - T n E b `-k n 0 IN - n a C f-7 3 3 13 N 1< 3 0 3 3 P 3 0 00 v C3 x LA < X 3 v 3 A X ° � o 3 o � W -u C+ Ul n 3 VF Ul r � ^ (q -u r ® ® s 0- o CD 0 D. v _ � n o z m r r 0 u o 0 Cn 0 - (ji N 3 n z00 mm ;U= 3 E ae-EE 2 ¢ O N * 0- I1� 3 n �3 !q � A i -� - x Q ro o N 3 n M z o + Ln r- W V D CD EIE] m 3. � rq cn OmG�� N r' � q+ I D D C 3_. ro I �+ X- ro a Z- X) 2. on � � i �_ on Y FS �o - m m E: CD 3 v _T1 o O = X O 0 O o M D - N Cl) _ � o. C5 �or- N In m _�, 0 �, nW1v � C+ 4+ +30 ? ; 0 o') -0 u3i f3-1 x rn rn T z °XCm U) 3 ? = -°-C-, c n- r.01,� ,, � _�_ - r. . I, . . . r .1 : . � �, I r 1 1 ° D rn ciao - m =- c M W Q = O ¢ I 3_ r 1 � h r- M z r- G) I, oo 0() m E Ir I I � . jr , Ln � C Zr C m O n P p� D V E ` z o m h on M D r 3 y co <�� 8C "E 0 22 D X 0 , . I N O O C 0O K O O O O O O O O N = 0 ro z I z 3 E � U) M X r 3 1 3 M O 3 ff - .: I C `� 0 • °. m z I G) W 3 r 0 N Q ; 0 0 0 r � �`�+ x � 1IIIIIIIIIIIIIIIIIIIIII1 rM C) N s y � Z _ � n o o 10 r r 0 y o T. - (ji N 3 n z00 mm ;U= 3 E ae-EE 2 ¢ O N � 7 I1� 3 n �3 !q � A i -� - x Q ro N N 3 n M z o + Ln r- W V 0 EIE] m 3. � rq cn OmG�� N r' � q+ I M1 V+ fo 3_. ro I �+ X- ro a Z- X) 2. on � � i �_ on Y FS �o - V D _�� 3 v r, In 0 3 o m C5 �or- N P m ~ �, nW1v � C+ 4+ +30 ? ; 0 n -nv u3i f3-1 x rn rn T z °XCm 3 D �, -°-C-, c n- r.01,� ,, � _�_ - r. . I, . . . r .1 : . � �, I r 1 1 ° D rn ciao - m =- c M W Q = o a.-- .w��ms R iv � ¢ I 3_ r 1 � h O 0 �r�.-ia o omo E Ir I I � . jr , Ln � C Zr C m r n P p� D V E ` 3 o m h on M D LA 3 y co <�� 8C "E 0 22 D X 0 , . I I � . N 0 > 0O K 3 � -0 U) 0 ro z I z 3 E � U) M X W 3 1 3 m O 3 ff - .: I C `� 0 • °. m z I G) W 3 0 N Q ; o UF -0 -0 M N D Q z �.: 7 F_ o S "'• E C+ M s I 11 1=1 O '3 7 3 -� 1D Q 3 S N f03 I. \ ,. ..I `.: .. X 3 O N X- 3 j>: n 33 P M,. .. n I o i 0 c z Q m i -0 to Lrk I \ 1. 3- .' a Q / N / - - - - Q N 3 � 0 r- r �! U P N o _ s � A t 3 i5 N n GL :5M Q '�° v (0 Cr VA a rt 0 3 13 an N m ro i 3 Q n ro iD n 10 ,+ C Q 3 A � lA 3 � 3 m wn 9 o � Q 3 0- CID Q n 6 -0 rw %_4 U O :T VIII to Om n ' ro C+ 3 OD Q 0 � 0 v °v rfp M 3 3 3 r 4 !± N z 3 LM �1 L3 N V cnD�DcnO7 9 i? x Ca m 1IIIIIIIIIIIIIIIIIIIIII1 rM C) N a P 101 m LAI v x n 3 O 10 cnD�DcnO7 * `o c Ma 9 P Ca m `m V11� 3 P 3- P 101 m LAI 0 x a 3 .r-. 10 r r m D m r� 0 T. - (ji N 3 C) n z00 mm ;U= - ImOG�DzO ae-EE 2 ¢ O N � 7 I1� C+ - Imm� �3 !q � A i -� - p Q 11 N O N 3 n M z o M Ln r- W V 0 EIE] m 3. Q- � I cn OmG�� 23 ty � °mc I x z m p - = � ro I Z Cf) X- 00 Z- X) 2. on � � i �_ on Y FS �o - V D _�� 3 v R_ In 0 3 o m C5 �or- a C P m o �, nW1v � C+ 4+ I MM ; 0 3 ZO -nv T Z;u x rn rn T -E °XCm 3 D �, -°-C-, c n- r.01,� ,, � _�_ - r. . I, . . . r .1 : . � �, I r 1 1 D rn ciao - m =- c M W 10 = o a.-- .w��ms R iv � U)0;(JrQD NZ0G)_71D � 3_ � 1 � 0 d O 0 �r�.-ia o omo E Ir I I � . jr , Ln � C C �; - - - C m n r- p� D V E ` -- - o m ohm I m �. 1 D D 3 y <�� 8C "E cnD�DcnO7 * `o c Ma 9 P Ca m `m V11� D IQ tz i m fo :5 !!� a D m LAI 0 r_ p F O � 3r 1ii1 r r m D m r� 0 T. rOC).. Si ZO O� T z00 mm ;U= - ImOG�DzO ae-EE 2 ca - � I1� m�a<�13X X - Imm� �3 !q � A i -� - p C��U)DDO -- M � = M E&E a �-- a J) 9 2 M z o M G) r- 0 0 EIE] a a- 3. 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V f (TE (P b� CT 1u O O o '-' o E' o - o - � -p a2 O � - a O W O - v� = Ui n - - w cn _ 00 K I t L , & . L &I r V L & _ _ _ _ _ _ zs a� =: � w o* - - - o' ° o Ef o* - o a -° - b' O +- - m - .N+ R} Wr . A A W' A W O : - (� (D O r O* O* O O+ O* [D CD c [� � - s1 • I. D7 *' : N N ..C? - Ir -, - - S➢ V] t7 C➢ Cn p - - = W - - Z W .' ' .A � O .'�I': AJ.' SG. ti' Co Oo.. :O m ' N � - W � (4. +. �. -A ' :W � � �N � �. T *' IV* O N* (P+ (P* O � IW* � � (O O � -T` - m � � O - v] r-. O - � - � (D (D - a� O O _ = n - ~Z - - X c - P' N +'W+ 'N °:'W+ N* W* NA' Gn. '(U .O (P(D +. _ - Ti p r. p -O s d (D (D s O - O ^ Cn .'A N +. .N+ W+ N* W' N* W* N` O* O+ O+ O* - (O - Q t - Q s? v Q , O Q `C M r �J J� W W O V t O D N N P W N (T (O V W W W 00* D* O p N n n n C� 1 C _ _ - - -- -- I -- -- _ D- m o' O' " .W .CA+ LO 'V �* .V1 A .'N+ .W *. ,)4 .A i- W - _ r� O ' CD . Cn P fn - .O W b " .A Lp' ' C" Cn P . 1 W . O+ O+ O+ O+ A+ N+ O+ O+ O+ O+ m m '� _°: E 4+ V) O IV+ � O Cn .(A. A (I I A O1 2W OD' . CD J ?- IV (IE -� O O - J2 �2 �2 �' d A 3 �' O M O* W* V O O« A �+ .. - - IV' : A (4'. ' A . N ' � W CA: CO' A+ N' �' O' O+ O* O+ O+ C J C7 = = 3 - Al r p I T J~' m v n.': (1 P A O+ O . . _ . - - Q o+ - - - T - - - P °= =E -� W 0 Q- �f 'p ,�� g T O+ 1 O+ . N . ' .y W . . .A+ . tJ r .P W N � O +. N . - .. W +. G1E I. :Ol+ I` �jI . 'q}*: Ch* ' .W+ N +_' : O . N+ A* CJE* A* A+ W+ N+ ~ O+ O+ O* O+ O* � - - v O - O ' -` O * I O CO N' tp' . ?' . W - 03 .'Cn . : 'V lJi tvl - � - : t0 lJ. A O. V I W Cn N I I IV � . 0 0 OC J - CG m p'. 1v z - =J - -- -- - -3 11 3 O* O* O.' W U J 11Ij W . A N .A± :OO+ A N*' O .: W :- CD* - Oo' N* .I'. t+� r1 / .�I p A+ I O* O+ O+ C) - UI !ll 111 111 - rn O « * 0 � '..' .' � .� j : .''. .' _... R..'_.:A. _ � ...... +� ,.'..'r_ C7D' ': �•:_C��B'.�°rt EO �: 45. :'O:':' *��.? n _ * �.��_'. 'C7T:'�. 'P.�.. -.. ?. ::� * -W �O ?- v W � O I * I IV - - 0+ 0 rn .-. .., O* O+ O+ N�' T O N D P. y 0+ 0' W „ /cs.n °+ O+ o+ :°+' m 0 J O 0 t t L C) ^ O+ O+ O+ . ,+ 11 O `` I V V / O N (rl il'`4 O � Y ; o °' _.. o W z r W O . /v ^ Oi •t ,+ 1 ` O A. ' ' :N O : O' O :O O : O' O *�f .0* . q 0' 0 O* ,� 'N G CD V' V . V V V V +A� IV `- O O �W' .IV C]' .O O`. O O Q' - O O +� O+ O+ O O+ .CJ ,i 'b V , J .01' Cn �Iix o O 0 �i A IJ �+ O O o OAT O ' - O o : O O* I. o+ o+ o ` 0+ O+ W. 'O Rh' R fJE' " . N � O ' ' N Cn I AI N -+ O `O O O . P .. O +. O . ' O O O O' I.O* O' O+ o+ O+ '- W' J Cn . (P ___0 N O O O Q+ �:N O O ..O 9 O P - L O O' IIDOi O+ O+ O+ O* O* �[ m O 3 - CA . rn � -I :a W o 0 ow m` Sn ' N o o': .+r , o . P o o+ YY. bi o' o' o+ o* N 3 III O V V V ; -V'� f.1E A IV O tl � E o o* O+ O+ O+ O+ o* ' 3 I OD D -.M . {b. W ' : CO' . ' N: (O R ? IV -� O O 7 �� _ jW �o-a o.. F. en Cn 3 m ° b � 0 T = T _ C G N =0.m� C Cry U 7. h T. ? i� A l j 3 - 1- - - - _ � t� 0 ° - r v x = u; v �© - c K � .1 g 0 m 9 M 0 2 M PO T T C" mo r r W n 0 n T w O K (➢ O F3 m U -O s_ rw C 9 M1 T M I In - - C J J = = °-' ? U ° ?. � � 3r 1ii1 r r r - - T O T m = = M v •t ,+ 1 ` O A. ' ' :N O : O' O :O O : O' O *�f .0* . q 0' 0 O* ,� 'N G CD V' V . V V V V +A� IV `- O O �W' .IV C]' .O O`. O O Q' - O O +� O+ O+ O O+ .CJ ,i 'b V , J .01' Cn �Iix o O 0 �i A IJ �+ O O o OAT O ' - O o : O O* I. o+ o+ o ` 0+ O+ W. 'O Rh' R fJE' " . N � O ' ' N Cn I AI N -+ O `O O O . P .. O +. O . ' O O O O' I.O* O' O+ o+ O+ '- W' J Cn . (P ___0 N O O O Q+ �:N O O ..O 9 O P - L O O' IIDOi O+ O+ O+ O* O* �[ m O 3 - CA . rn � -I :a W o 0 ow m` Sn ' N o o': .+r , o . P o o+ YY. bi o' o' o+ o* N 3 III O V V V ; -V'� f.1E A IV O tl � E o o* O+ O+ O+ O+ o* ' 3 I OD D -.M . {b. W ' : CO' . ' N: (O R ? IV -� O O 7 �� _ jW �o-a o.. F. en Cn 3 m ° b � 0 T = T _ C G N =0.m� C Cry U 7. h T. ? i� A l j 3 - 1- - - - _ � t� 0 ° - r v x = u; v �© - c K � .1 g 0 m 9 M 0 2 M PO T T C" mo r r W n 0 n T w O K (➢ O F3 m U -O s_ rw C 9 M1 T M I In - - C J J = = °-' ? U ° ?. � � 3r 1ii1 r r r - - T O T m = = M v �3 �-- a _ � a . b boa 9) = z a a W W - - Q- � 2L ! a Q � 2 !� S Sc _ p r C.n n a C nwEV n nW1v � �'8vtn a .°- ..= cQO - --- " "o°oo - n n -� n x x rn rn T _) = = CE - T _ lz -°-C-, c joro�cti -_ U U) � �.0 = =wry nn ciao - - °_ -� m °u7QA = =- c c_Cn - -89 - -E o o a.-- .w��ms R iv � _ � - �r�.-ia o omo v n -n-. � � .`tip P% T, Q-sn � � C C �; - - - - N -- �� t3- m eeI S V E ;�! W gin - -- - , rO 2 2[Oi j -O-w O• V Aa ` '_G riO y y N N ©� N a1 N o= 4 © N - - -'�i1 � 3 � � rn i - - = M T � M I OD D -.M . {b. W ' : CO' . ' N: (O R ? IV -� O O 7 �� _ jW �o-a o.. F. en Cn 3 m ° b � 0 T = T _ C G N =0.m� C Cry U 7. h T. ? i� A l j 3 - 1- - - - _ � t� 0 ° - r v x = u; v �© - c K � .1 g 0 m 9 M 0 2 M PO T T C" mo r r W n 0 n T w O K (➢ O F3 m U -O s_ rw C 9 M1 T M I In - - C J J = = °-' ? U ° ?. � � 3r 1ii1 r r r - - T O T m = = M v �3 �-- a _ � a . b boa 9) = z a a W W - - Q- � 2L ! a Q � 2 !� S Sc _ p r C.n n a C nwEV n nW1v � �'8vtn a .°- ..= cQO - --- " "o°oo - n n -� n x x rn rn T _) = = CE - T _ lz -°-C-, c joro�cti -_ U U) � �.0 = =wry nn ciao - - °_ -� m °u7QA = =- c c_Cn - -89 - -E o o a.-- .w��ms R iv � _ � - �r�.-ia o omo v n -n-. � � .`tip P% T, Q-sn � � C C �; - - - - N -- �� t3- m eeI S V E ;�! W gin - -- - , rO 2 2[Oi j -O-w O• V Aa ` '_G riO y y N N ©� N a1 N o= 4 © N - - -'�i1 � 3 � � rn i - - = M T � M - 3� Cn . o* o* o" N N' : of o* o' o' o+ o' � m -- - m - n o v v _ -- -� v v n .f a c: -, n - � n z n iv ` _ s m e _ _ _ n n n c> °i - a D En W N N O . : �I A+ OD W N O Z_ o [1+ X I _ N S c _ ' r- ^ - " 'L w aN+ L. I O R+ . A+ � • O+ O+ O+ /,Od +/ O+ a - o - - . N • g � `r m 7 �' :' 3 z � g) m C7 P, � F L7 A N .•'e (n .A 'O N. bo: O . IV Cn ' - O IV W O O+ O a » m ^. - - d rN` - T^-e _ - - [Z) W [SJ a W N� ppff 1v L. O N* W' W W CO . : ' ( W +. V+ N+ O+ O O+ 0+ m m � S - 6� - � - 3 ` � # 5 5 C = O ran rte/,, _ / c�v U3 - . ; a a a J /� / a C J f x - - m m m_ o m C V / ✓:7+ IVY O+ O+ O+ O+ _ _. a ; Q - a o l �v -b � ; ; ((�� y. m N M m // I D iG + N O+ Cn+ J CTE r L � Si � ? _ r r F � R _1. A �' = � Ip W- J W+ p N O O O fb :5 CY �^' R "t. R L' 2 = Ar,� N t•.] N_ W C ee��,,y� N?U N L co W-P �I .RCN A � 7 "R �I nON I + +. V .+ .� (b : + CC? O* O' O' O' {t w - - _ ____ .0�-' o f9 dV rJdCAO a QC m V V �C`T]o �'. A.': _ W W ' - o (G' (ID 6 . - . N -. : -D.� ' N (J* � O O a=. �1 O _ - f I QI C] y Q a 0 +: si1D+ W : W. m± . (�+ W+ O ' O' W'' Cn' . ' . 'O+'. .�1 'Y. Ln+ O+ O+ O+ _ 53. f S". 4� , _ - N "' a a 'Cn � •� O� O :Q' O .N O ''O Oo .A. .:?. v O' V': W.. �. W �.w :OD (O+ W O O+ � S7. .."r V V O H p - li \ r . o'. � _ J_ _ x j m _ 7. �+ ! W D .+ • _.. UE* Zn Fn N : : Cl.. Cn . 'Cn A' N' O+ - O .. ' W+ N +. W'- - . W N+ pi O' O+ O* /� R, •N'` V: . -00. 1 J tb N :to N- Cn OV. Gn -W: IV' A.' W . s O O O ;_SF .. ��G]T =r�T.N D O N 0 N+ N N+ N N± N. O O O O O* O+ O* O* O* ? y [9 Q� Cn W {� W m l ^ A . t0 VdD. Cn. V' . �I' OD+ UE (n O (A O O O - o v_ p - O. u. =a A A m w ?: 7 P' o go O+ C? O O - IV+ (n� _ O+ O* O+ O O+ O O+ O* O+ O+ O* O* _ 1 V 1 8^. �' - C 5. " a M ' co ro .W .� N 'i0 NON Ej W OJ : la � .(h. N N N+ V .'V V W A (n A A (n / m A O O Ov 4�`' aIV T, ;L- P, T•. mniti�� Q o (A CS33 n� i7,FE -��p -q m O+ o o *. O :O o 0+. o o+ O o' o o' o o+ o+ O* O* o* o o* o+ 'II� O" o* o* o+ o+ o* P* O* O+ O+ o* O* 9 K m v � fqt = v= U^ `-' � 'n N '. - -_ I. _ O A :�4P N.' N W A W N W (.J �� N N IV IV !J N N N O O O O O m ,^ `R- C o+ - __.__' O ..0 . a+ .:o+- o+ o -o+ o+ o' 8* o o+ o+ o+ o+ o+ o+ o+ o+ o+ o+ o+ o+ o' o+ o+ o+ o+ o* o+ 2 � ^ N - �I" O O -+ O O O O O O O n DO' O+ O+ O* O* O* O' O* P+ P+ O+ O* O* O+ O' O+ O* O+ O* O+ O+ O' O* O+ (q o - - O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P+ O* o* o* o' o* o* o' 0 0+ o +_ o+ o* o' O' O+ o+ o o* 0 0 0 0 0 0 0 - 0 0 0 0 0 o O o O o 0 0 o O O O o o O O O P+ D z o (n 0 C m mZ X Do O 2S � /mom z C 0 D m m � O � D Co C 0 D �m X n 1 \ COLLINS EN(SINEERING 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN LIGHTING PLAN These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall rot be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of COLLINS ENGINEERING. REVISIONS DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION 1/07/13 INITIAL PLAN SUBMITTAL 2/19/13 REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS iv � D r- r _ ?1 ?1 U) mXXC) = C C O Ommm TIU)WO .ADD >M r- r .. 00 00 mm �w 00 Z -� N mm °z D 0 O D r- 0 � C �,Vl� °n -3 y y z .. x a r o n W o O Cyl r 5 � z �� M 9 'C' ^ N - �I" O O -+ O O O O O O O n DO' O+ O+ O* O* O* O' O* P+ P+ O+ O* O* O+ O' O+ O* O+ O* O+ O+ O' O* O+ (q o - - O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P+ O* o* o* o' o* o* o' 0 0+ o +_ o+ o* o' O' O+ o+ o o* 0 0 0 0 0 0 0 - 0 0 0 0 0 o O o O o 0 0 o O O O o o O O O P+ D z o (n 0 C m mZ X Do O 2S � /mom z C 0 D m m � O � D Co C 0 D �m X n 1 \ COLLINS EN(SINEERING 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN LIGHTING PLAN These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall rot be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of COLLINS ENGINEERING. REVISIONS DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION 1/07/13 INITIAL PLAN SUBMITTAL 2/19/13 REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS iv � D r- r _ ?1 ?1 U) mXXC) = C C O Ommm TIU)WO .ADD >M r- r .. 00 00 mm �w 00 Z -� N mm °z D 0 O D r- 0 � C �,Vl� °n -3 y y z .. x a r o n W o O Cyl r 5 � z �� M 9 'C' O 0 i �l. M Cn 411 'W' //1 1 I VJ G7 i2.1 �i zZ -Z1 D o 0 W Z r IN 7 H rn _ / ,�,mz�(n / r1 CD C:) . 1$� I V Z w c� n m �.. O w w ' O D e m ♦ ♦ ` ' W z� ` n pcC CD i� � � D_ U r = 00 � D --J �00�� mmDc�ii Z �0 N m n p w a) W z � O r � IM �7 D_ r 00 zMDC _U 0.. ` m��n G7 �T1T1 -� D I"pm ` O O W O v o� p c_n � z � II � p v W O �. z n 00 l 1 z < 0 i �l. M Cn 411 'W' //1 1 I VJ G7 i2.1 �i zZ -Z1 D o 0 W Z r IN 7 H rn _ / ,�,mz�(n / r1 CD C:) . 1$� I V Z w c� n m �.. O w w ' O D e m ♦ ♦ ` ' W z� ` n pcC CD i� � � D_ U r = 00 � D --J �00�� mmDc�ii Z �0 N m n p w a) W z � O r � IM �7 D_ r 00 zMDC _U 0.. ` m��n G7 �T1T1 -� D I"pm ` REVISIONS DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION CIO O 0 0 r c� L L I NS ENLOSI NEE I N 1/07/13 INITIAL PLAN SUBMITTAL �� 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS z o � PROJECT ° o '� � NORTHTOWN CENTER PHASE IIA - FINAL SITE PLAN �� M r) z -4 r- ti o ° � �,O ' ISHEETTITLE DRAINAGE MAP & CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall rot be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of COLLINS ENGINEERING. 3 M z 0 C D M D H W O W O v W p c_n v m 0 p v W O �. z s. z < �. z Q �. Z 0 Z C S. 0 T T rD 3 Q N rD 3 Q (.n rD 3 Q (n v rD 3 Q (.n (/� (D 3 Q 0) cn (D m (D 7' oN m rD 7' m 5 m D m (D= 5 D m r-r -0 r-r -0 r-r -0 r-r -U - !-r - ED 90 90 (n N V) (Dii L/? LI) (Di) Q m Q m Q m m °° v T c Cu M x D c V) c � 70 m z � M � Ol w W � Q) w N CJ7 N rn N N � Ol U-1 M Ol rn " w N W N O -;, 00 O -P, 1.0 A W 00 Cn N !-' O P�- l0 O W O V -P, Ln A > D N O l0 A N Ln N D N) N (.n T V) T (,n T V) T (n T T T (n T V) T n (,n T T REVISIONS DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION CIO O 0 0 r c� L L I NS ENLOSI NEE I N 1/07/13 INITIAL PLAN SUBMITTAL �� 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS z o � PROJECT ° o '� � NORTHTOWN CENTER PHASE IIA - FINAL SITE PLAN �� M r) z -4 r- ti o ° � �,O ' ISHEETTITLE DRAINAGE MAP & CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall rot be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of COLLINS ENGINEERING. 3 M z 0 C D M D H 4 ts Ly C3 -4 a V) n � z _ Cn M o D -0Z a r �nwno m0�Mm N C7 C) =x o� >XWMXM 02 w tv � m J r > m ©Z >!, v Ir fl � + � b m� TOr vZ 0 M 2M apM �C ca z to � r= r n °p O Q [] m o� 36' MIN �� r) Co C>9 S r a Q i? �' �-� z � 0 rn zmo o z G) rM n Will -z m b.. Q�°y9C ? - G�Om 24' MIN 1t!azr �D3 0 i n Q C M � M -0 zn�ma N N w w Omrnp2> c��'mm � � < mmm 3m- �J m � m �t1 m� „� 0 Z] Dm �} [7 C7f�D -n a _> zrn -q uF Zm OF; Wn j 1' -0' p�Z; Label IA IN I� IQ I IA IN IW I� i n is � � m >• fie ao- fl t io 3 m x m o. a Plan Label � >• is a: a. re � m a: n n a- rfl >• `� �. M >• m � a. m >• iti m N N, a. (0 s io � a. to 3 N p p f o O O1 ? t t 00 m A N ED O 1 [b 1 A N W N - 3 7 7 S S 3 co 3 pp + + W W 1 Q N N 0 CA W W A A W W W W V 0 p p O Q pry A 0 pp�O A WW A 0 N Q W r CD Q ® O ffl Q N f0 a 4 W 01 4 O to 4 P� d W W O 0 o N O o Q P O V 4 O CY rC�,) 0 iA Jn O C} 4 fO l 4 A N 4 0 4l C] C7 n n n G7 (l C7 CF n VDOT DI type t0D 7 1 A. Drainage area (acres) rii 1 A. Drainage area (acres) � 4 Q Q q P) o PD 0 o m ® p o v rn o A• 0 m 0 L, throat length (ft} 0 j G 0 O 0 a 9 ® sa 4 O O ( Label IA IN I� IQ I IA IN IW I� i n is � � m >• fie ao- fl t io 3 m x m o. a m � � >• is a: a. re � m a: n n a- rfl >• `� �. M >• m � a. m >• iti m a. (0 s io � a. to 3 � p p f o O O1 ? ? P P L L, throat length (ft) to 3 7 7 S S 3 co 3 pp + + W W Q Q N N 0 CA W W A A W W W W V 0 p p O Q pry A 0 pp�O A WW A 0 N Q W r CD Q ® O ffl Q N f0 a 4 W 01 4 O to 4 P� d W W O 0 o N O o Q P O V 4 O CY rC�,) 0 iA Jn O C} 4 fO l 4 A N 4 0 [ A. Drainage area (acres) A. Drainage area (acres) � 4 Q 0 0 O Q C? b 0 0 0 4 0 O a 9 4 sa 4 O O O O O O O 9 9 O A 4 A. � Q. rational coeff. V -4 -4 11 co N-4 cn co w Ip Ln c] 0 co w W o PO v W 0 i9 0 W 0 ip 0 A .i ? .e co cn co fn r0 08 C. rational coeff. 2 � o ❑ a o ❑ ❑ ❑ ❑ a ❑ ❑ ❑ a ❑ a o c ❑ o ❑ ❑ ❑ W i�dY W to N W O $ W 6°} 6 V co N J N O W C O W O W W m N N W WQW A pA iw N_ W p A CA ` Z th h3 0 to 0 <O o fA a f6 h} o W 1 a d� 0 N a iJ o N 0 hi N 0 C6 0 y} o a o 00 0 [h no p �° n° p Q �° �° 0 4 - c0 Q1 RY Ul UI rV CFI ill R3 Sfi N A V O1 07 3 :T 7 3 g 7 3 g 7 3 cs 7 3 3 7 3 a 7 3 a 7 3 c 7 3 c 3 3 g 3 3 g 7 4, flow Incr. {cis} s i Q F---- � Q o� 'cs Q Q a 0 Q i� 0 Q i� o Q� 0 0� Q o� Q c7 'ca � Q Q� Q Q 0 a o a Q o Q o a 0 o 0 0 o 0 o 0 o Q o Q ca 0 o 0 a Q o o o b Q Q o Q '❑ 0 ° o Qb Gamy -over {cis} f N�iG b o o O UQ rr N ip - N No iy n No ia - W Qt. total flaw c c 0 o a o ❑ o v a o n P a o o a 0 p ❑ o P f 0 0 o c a o a o a s o a a o c b c a o a o o Z o a ❑ a ❑ o 0 0 0 0 a❑ o 0 0 0 o a o 0 ❑ o S 0 4 v a a o v v v 0 v 0 v v o 0 0 o v v v v 5, gutter longitudinal slope (ftlFt)' b y f3 cs o 0 0 0 o 0 0 0 a v i 0 0 o c7 p O o 0 0 P 0 P o 0 p o 0 0 o ;b Q o 0 P 0 0 p 0 P 0 a S N e N b N o N a N o N o N a N o N b N o N a N s N a N Q N a N g N 0 N a N o N 0 N 0 N 0 (r 0 o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sx, lane cross slope (ft/ft) rl to a N to 0 0 0- N 0 il. 0 ti C> N 0 `' N 0 L O 0 0 Q O 0 R 0 0 4 0 O 0 ID 4 4 {? [] 4 C' 4 4 4 4 O W, gutterwdth (ft} ,cy•1 c� P Q P O 4 0 0 0 b 6 Q 4 iF b 0 p 0 p 4 0 4 4 � 0 �pj C 0 0 N C 0 N 0 0 N 0 b❑ N O N Gb7 ❑❑ N 0 N 4 o Np C 0 Iatl O 0 N 0 Np � O 0 `� o ES a o 0 pNp O 0 N d 0 N 0 0 p Np 0 Sw, gutter cross -slope (ftl4l) 0 O O 0 Q 0 O O O 0 O 0 O 0 O 0 O C. O O O 0 O' 0 6 O O 0 0 O 0 O O O O O 0 O 0 ❑ 0 a 0 o 0 o 0 a 0 ❑ 0 a 0 ❑ 0 a 0 a 0 s 0 a❑ 0 0 a$ 0 a a o s 0 o 0 a 0 ❑ 0 o 0 $wl$x N 00 in t of p rn V Q� Q in Q] 'rl fn r W fp " fA t. fn 91 8 o ❑] a rlx 61 ffl � in +O V o fn (h w [ji '•" m o N [b t' fn ur W rp o o T, spread al curb (ft) p4 C 04p O O y Opp W OfFl O pOp W pOp O pOp�l O 4 G O N A4 ryO� W QOQM� W Q4Qyy W QOQM1 W p4p Q �OAa N [OBI F. O V O C AO W [O[�lI 4 Eo, frontal ifour ratio in gutter W o n o o c ❑ a r� o p o d, flow depth (ft) 0 0 0 0 0 0 0 0 0 0 0 m C? W � N y V SWO NW IP 11, N d ! h (height of opening. 5.5 ") `� cyrl w w nai pi % ~ A T, sprsad at inlet (ft] Label IA IN I� IQ I IA IN IW I� i n n f fl t t� n n n n n n n n V VDOT QI type o o o p p p p o o O O1 ? ? P P L L, throat length (ft) to 3 7 7 S S 3 co 3 pp + + W W Q Q N N 0 CA W W A A W W W W V 0 p p O O O O W WW A A C 1I P CD Q Q f fU a a A. Drainage area (acres) O 0 0 9 9 O O a a c c7 O O S S3 0 0 4 4 4 4 P P @ @ O O O O O O O O O O O O 9 9 O O O O Q. rational coeff. 7. N 1 CD 1 o n ' W _ 1 0 1 ( SID' i O n + Cn e 'Mom L 3 Q a 3 o 0 ° Le ° 0) 0 g ° ° ° ° ° 0 A Q W O 0 Zf Q, flow finer- (cis) pp a p b p Qb, carry (eta) cis ) A N N t3 N a (,ry N a W o Q o Mi. o rN� I'1 in0N fn W O � W N 0 0 W A i0 W V N M N ONO W O tit. total flow [a 0p © Q G a 4 o 0 0 O0 a0 0 v O o Qo 0v 0 O O 0 O Q O 0 O O 8 8 p p 0 0 p p a p 0 8 p S o p ' p S p cP a a o 0 0 0 0 0 0 0 S. gutter longitudinal slope (ftlft) " P b b o b b b b o b a b o 0 0 0 0 o b b b 0 C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N N N N N N N N N N N N N N N N N N N N N N Fr Q 0 0 Q 0 0 0 0 0 0 Q 0 Q 0 o Q 0 0 0 a 0 0 Sx, lane Dross slope [ftlft] v 0 0 o a o a o 0 0 0 0 o a o a 4 0 0 0 0 0 0 CL h3 iV N N N N N N N N N N N N N N N N N N N N b b b b O a G C o G D O a s D O a b a b o C W. gulterwidth (ft) _ C CD i cs ry rn /C7 ry W c B a 70 1 {D 0 ] 03 a � ® CD a 0 0 N t cn cn L-11 o r u b N N <i l 1 o � t�J L- ° L-� No n ° 3 :2 3! W 2 p 2 s N N N N N 2 m 2 4] O -+ 2 N A 2 V R1 0 2 W R A rn W o N A cA W ® a o N R rt7 W N N m A ffl Co C 0 co W m N Starling Structure CA N t� C) O A W W 0 N A W N m co C C N Ending Structure p N_ to 7 0 o a c P a P c�y In p0p p o p ap o 0 A oA N 4 A + W tNn fAII V W > a S W N O C ro A, Drainage area (acres) 0 0 0 0 0 © 0 0 0 o a �❑�pp o o �P o o cn o 0 0 o cn -r -r -r elr o -r C, rational coefi. 0 CA increment 0 o w l N !0 9 op 0y 0 0 0 0 pN § J 41 61 § SQn O d 6 N w CA sum accumulated 0 © p O N to O 0 m W N 0 Tc, time of conc. (min) 4 [j °w a w r NO '9 I, rainfall Inlesity P 1 0 a w a o❑❑ -+ o IQ 1 w 2 R, flow incr- (cfs) Qt, total flow A CACS� A A �An A eA� qAe �Ap pAG qAE Ap �Ab SAG �Ap fAY, fRY•� PN NT C,��,�l �NC,�ttt yA Lm�mn �Wf,r�� N L.I p?p CNID1l �On aN pWp A• tN� pA �n ❑ pl W pp C p � � C C Q O C � O 8 Invert in (fl) co - A A A A A A A A A rt It �• A pp A A A II !a Sn N Sn Sr+ ty N W Q N Sa fa c o Invert out (fl) N .°' PD .^WF L. throat length (ft) 't] _ ip 0 0 o N Q 4 m fB w m o w N m 3 [I]• 0 a e O o o❑ c o o a o 0 0 o c a o 0 11 Cr a ❑ ❑❑ c b b b b b a b b b b a s n, morning's caeff- g iD g tl 7 0 P 0 Q 0 p 0 O ❑1 A (T (h N O OO W � N W [A � N A S, slope p [1t 41t A � f1] W [P [h LIt Lit LIt (h Ill N fT fT fT m n g D. Diameter (in) R r 3 �1 W ,D C ?A ill UI W flI VI W A v a.. `-4 ' N r Full Flow Capacity (cis) fl ;P A 0 f0 m m in fn Rn A N V A A A ® V V N A iO W W N OO W VW © A N (T 0 N f1) fA W ® W A V LM1 V. Velocity (fps) F, I-- 4 F=�- 0a � e°II s � w ° a � � v °w °m Flow Time (min) V T� /V 1 1 0 C V I W 1 0 C © 0 0 0 © a o 0 0 0 0© o 0 0 0 o a o 0 0 0 N N N N N N N N N N N N N N N N N N N N O O O O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ra Sw, gutter dross -slope (f[fft] � rn O 4 4 O O O O O O O 0 O O Q O O O O O O O O 4 b b 0 b b 4 o Cl $wI$x W W � [w ri w w nl A ra A A ri i V ;V rr V Cr 6 N r N i N 1V OC Q, 01C 01 '? U. iOjl U. N UI CC-h N N +70 [h fo0 W T, spread at curb (ft) 0 0 4 0 0 [] 0 0 0 0 0 4 4 4 O o Q 4 0 0 0 <D .�° .D Q O C 0 Q Q O O W A O Q a, N 8l a o A . ' A W A A x •'1 N A _ N G "+ Ec. frontal flow ratio in gutter W I I ¢ G G G G G G G G G G G G G G G G • • N fu e'o w CP 8 iD N w m W i3 d flaw depth (it) _ _ 0 0 0 Q 0 0 © P b 0 b 3 a -a a W ra ti Q W d! h [height of opening, 5.5 ") 01 .' .o i.l 41 a T, spread at inlet (it) ° ° V G J N U Q N Q C fs c tr en f,l f,l I„ en en ell a en U vi u u c 3a A A A A A A A A A �. Remarks 10 N A LA L+I n :n to Ln f.+l a. �. �• � a �• a. s Gn J N W A N N W A N A N t^ w .h .� A C C 01 G h 'n c, C C71 Oa G G G G 1, G G G ^ 2 o n n n n 3 Cr r�ii m m m Cr A c u A A A � A s A . w w A A w . A A , a a � � a n p f s N m e c e e m a w w irT C7 n n n V 8 W a n n C 9 a a z c $�� Q- cz G)gS O 7 W 15 cc -1 4 i . v 7 . V N n 0 1 - c O11C 1 o c - S. CIL "D F97, 9 a Pkan Label , Plan Label © ro w h3 rn a A n r w m VDOT Dl type m 0 ' C] cep y y y y m m w m VDOT DI type C @ G G G G G G G G G G G G G G G [i fr o fr o o ® o 0 0 c o 0 o r^ ^ iIr v r. A G G - is, + T i= J J C1` N C) (b p"' F nO F a 0 0 o ra a o rCr a rp a s O a a N ') N ( L, throat length (f] a e oc a , troat ength (t) Z 0 r� n N c c � :� os a o� a ;r :� :r -r ;� -; M a) W o cd o Pa tU CD tS 9 0 ° ❑ � ras � 2 t 2 � W E: A. Drainage area (acres) uD uj (p IA, Drainage area [acres] (A r4 - a o 0 0 o a Q o❑ o❑ a ❑❑ a a - v '.A -fi, v 't•-I �.r -� .I iT v x is, C, rational coeff. C, rational coelf. crr ❑❑ a o❑ a a❑ s n 0 0 0❑ c o 0 0 A ? c �Q 19 x '�- x --1 W J oc W A CA 0 a CA �. 1 L7 ❑ 0 a a LA Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ N W - N I pC N N N A 0 + N O 448.00 + O O o 457.34 O + O O + N Cn 0 + N Cn O 450.24 + O O O + Cn O O + v U7 V T� / V 1 C V_ 1 Ln (1 V_ V N 1 N 0 W 1 JLn 1 + CD N 0 + N CJ'I 0 + N U1 O + O O O + Cn O < � v 0 z O0 O < v CTI 0 <O CD C71 Cn D con C v IM < < < Cn Con ZJ �ZZ -1 A v IM � N w W J N O II o00�rU) O -4 -1 01 it -i �OO� ' �C7 O O O. N O Cn -n r W STR -4 -n T< N cn VDOT STD. DI -3C (L =8') V N cn 0 rn 0 m TP= 459.85 I o i1j r1j -n x INV OUT: 453.00 TO 2 o @ Cn N Z O O O 0 .p .p 0 0 G) D v IM o Cn O v IM can - Ul rn CD cn Cn o < cn o o z Oc M � -1 m N U7 O 467.71 O O O + Ut O 0 + v O �' 1 O Ul Ul Cn m �r Zl V ' O 0 U, STR -30 -VDOT STD. DI -3B (L =14') -TP= 453.30 INV OUT: 449.25 TO Cn O < < Z Z O < < OCZz Cn M_ -4 •• n� O Cn6 0) N) Cn Om N�!Q U�_i� TI °o °p Z ZC•) r- �0OO G)m Ooo�cnr- ) rn m o cn m 00 z � < U) II X � � � 0 � O c �� 61�W _1711 0 0 G) v N v v D G) ° W vm D O P rn rn m _ ° -4 O cn O ! cn Cn Ul M o Cn O Cn I 458.39 STR -20 VDOT STD. DI -3C (L= TP= 461.35 I INV IN: 455.90 TO 22 INV IN: 455.90 TO 20E INV OUT: 455.80 TO 1 452.92 m STR -20B c- nO -VDOT STD. DI -3C (L = 1E TP= 459.70 r r X O� INV OUT: 456.20 TO 20 -n m Cn p o n --1 G) -o � m D v M_ O Cn o Cn (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� C CD i cs ry rn /C7 ry W c B a 70 1 {D 0 ] 03 a � ® CD a 0 0 N t cn cn L-11 o r u b N N <i l 1 o � t�J L- ° L-� No n ° 3 :2 3! W 2 p 2 s N N N N N 2 m 2 4] O -+ 2 N A 2 V R1 0 2 W R A rn W o N A cA W ® a o N R rt7 W N N m A ffl Co C 0 co W m N Starling Structure CA N t� C) O A W W 0 N A W N m co C C N Ending Structure p N_ to 7 0 o a c P a P c�y In p0p p o p ap o 0 A oA N 4 A + W tNn fAII V W > a S W N O C ro A, Drainage area (acres) 0 0 0 0 0 © 0 0 0 o a �❑�pp o o �P o o cn o 0 0 o cn -r -r -r elr o -r C, rational coefi. 0 CA increment 0 o w l N !0 9 op 0y 0 0 0 0 pN § J 41 61 § SQn O d 6 N w CA sum accumulated 0 © p O N to O 0 m W N 0 Tc, time of conc. (min) 4 [j °w a w r NO '9 I, rainfall Inlesity P 1 0 a w a o❑❑ -+ o IQ 1 w 2 R, flow incr- (cfs) Qt, total flow A CACS� A A �An A eA� qAe �Ap pAG qAE Ap �Ab SAG �Ap fAY, fRY•� PN NT C,��,�l �NC,�ttt yA Lm�mn �Wf,r�� N L.I p?p CNID1l �On aN pWp A• tN� pA �n ❑ pl W pp C p � � C C Q O C � O 8 Invert in (fl) co - A A A A A A A A A rt It �• A pp A A A II !a Sn N Sn Sr+ ty N W Q N Sa fa c o Invert out (fl) N .°' PD .^WF L. throat length (ft) 't] _ ip 0 0 o N Q 4 m fB w m o w N m 3 [I]• 0 a e O o o❑ c o o a o 0 0 o c a o 0 11 Cr a ❑ ❑❑ c b b b b b a b b b b a s n, morning's caeff- g iD g tl 7 0 P 0 Q 0 p 0 O ❑1 A (T (h N O OO W � N W [A � N A S, slope p [1t 41t A � f1] W [P [h LIt Lit LIt (h Ill N fT fT fT m n g D. Diameter (in) R r 3 �1 W ,D C ?A ill UI W flI VI W A v a.. `-4 ' N r Full Flow Capacity (cis) fl ;P A 0 f0 m m in fn Rn A N V A A A ® V V N A iO W W N OO W VW © A N (T 0 N f1) fA W ® W A V LM1 V. Velocity (fps) F, I-- 4 F=�- 0a � e°II s � w ° a � � v °w °m Flow Time (min) V T� /V 1 1 0 C V I W 1 0 C © 0 0 0 © a o 0 0 0 0© o 0 0 0 o a o 0 0 0 N N N N N N N N N N N N N N N N N N N N O O O O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ra Sw, gutter dross -slope (f[fft] � rn O 4 4 O O O O O O O 0 O O Q O O O O O O O O 4 b b 0 b b 4 o Cl $wI$x W W � [w ri w w nl A ra A A ri i V ;V rr V Cr 6 N r N i N 1V OC Q, 01C 01 '? U. iOjl U. N UI CC-h N N +70 [h fo0 W T, spread at curb (ft) 0 0 4 0 0 [] 0 0 0 0 0 4 4 4 O o Q 4 0 0 0 <D .�° .D Q O C 0 Q Q O O W A O Q a, N 8l a o A . ' A W A A x •'1 N A _ N G "+ Ec. frontal flow ratio in gutter W I I ¢ G G G G G G G G G G G G G G G G • • N fu e'o w CP 8 iD N w m W i3 d flaw depth (it) _ _ 0 0 0 Q 0 0 © P b 0 b 3 a -a a W ra ti Q W d! h [height of opening, 5.5 ") 01 .' .o i.l 41 a T, spread at inlet (it) ° ° V G J N U Q N Q C fs c tr en f,l f,l I„ en en ell a en U vi u u c 3a A A A A A A A A A �. Remarks 10 N A LA L+I n :n to Ln f.+l a. �. �• � a �• a. s Gn J N W A N N W A N A N t^ w .h .� A C C 01 G h 'n c, C C71 Oa G G G G 1, G G G ^ 2 o n n n n 3 Cr r�ii m m m Cr A c u A A A � A s A . w w A A w . A A , a a � � a n p f s N m e c e e m a w w irT C7 n n n V 8 W a n n C 9 a a z c $�� Q- cz G)gS O 7 W 15 cc -1 4 i . v 7 . V N n 0 1 - c O11C 1 o c - S. CIL "D F97, 9 a Pkan Label , Plan Label © ro w h3 rn a A n r w m VDOT Dl type m 0 ' C] cep y y y y m m w m VDOT DI type C @ G G G G G G G G G G G G G G G [i fr o fr o o ® o 0 0 c o 0 o r^ ^ iIr v r. A G G - is, + T i= J J C1` N C) (b p"' F nO F a 0 0 o ra a o rCr a rp a s O a a N ') N ( L, throat length (f] a e oc a , troat ength (t) Z 0 r� n N c c � :� os a o� a ;r :� :r -r ;� -; M a) W o cd o Pa tU CD tS 9 0 ° ❑ � ras � 2 t 2 � W E: A. Drainage area (acres) uD uj (p IA, Drainage area [acres] (A r4 - a o 0 0 o a Q o❑ o❑ a ❑❑ a a - v '.A -fi, v 't•-I �.r -� .I iT v x is, C, rational coeff. C, rational coelf. crr ❑❑ a o❑ a a❑ s n 0 0 0❑ c o 0 0 A ? c �Q 19 x '�- x --1 W J oc W A CA 0 a CA �. 1 L7 ❑ 0 a a LA Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ N W - N I pC N N N A 0 + N O 448.00 + O O o 457.34 O + O O + N Cn 0 + N Cn O 450.24 + O O O + Cn O O + v U7 V T� / V 1 C V_ 1 Ln (1 V_ V N 1 N 0 W 1 JLn 1 + CD N 0 + N CJ'I 0 + N U1 O + O O O + Cn O < � v 0 z O0 O < v CTI 0 <O CD C71 Cn D con C v IM < < < Cn Con ZJ �ZZ -1 A v IM � N w W J N O II o00�rU) O -4 -1 01 it -i �OO� ' �C7 O O O. N O Cn -n r W STR -4 -n T< N cn VDOT STD. DI -3C (L =8') V N cn 0 rn 0 m TP= 459.85 I o i1j r1j -n x INV OUT: 453.00 TO 2 o @ Cn N Z O O O 0 .p .p 0 0 G) D v IM o Cn O v IM can - Ul rn CD cn Cn o < cn o o z Oc M � -1 m N U7 O 467.71 O O O + Ut O 0 + v O �' 1 O Ul Ul Cn m �r Zl V ' O 0 U, STR -30 -VDOT STD. DI -3B (L =14') -TP= 453.30 INV OUT: 449.25 TO Cn O < < Z Z O < < OCZz Cn M_ -4 •• n� O Cn6 0) N) Cn Om N�!Q U�_i� TI °o °p Z ZC•) r- �0OO G)m Ooo�cnr- ) rn m o cn m 00 z � < U) II X � � � 0 � O c �� 61�W _1711 0 0 G) v N v v D G) ° W vm D O P rn rn m _ ° -4 O cn O ! cn Cn Ul M o Cn O Cn I 458.39 STR -20 VDOT STD. DI -3C (L= TP= 461.35 I INV IN: 455.90 TO 22 INV IN: 455.90 TO 20E INV OUT: 455.80 TO 1 452.92 m STR -20B c- nO -VDOT STD. DI -3C (L = 1E TP= 459.70 r r X O� INV OUT: 456.20 TO 20 -n m Cn p o n --1 G) -o � m D v M_ O Cn o Cn (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� V T� /V 1 1 0 C V I W 1 0 C © 0 0 0 © a o 0 0 0 0© o 0 0 0 o a o 0 0 0 N N N N N N N N N N N N N N N N N N N N O O O O 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o ra Sw, gutter dross -slope (f[fft] � rn O 4 4 O O O O O O O 0 O O Q O O O O O O O O 4 b b 0 b b 4 o Cl $wI$x W W � [w ri w w nl A ra A A ri i V ;V rr V Cr 6 N r N i N 1V OC Q, 01C 01 '? U. iOjl U. N UI CC-h N N +70 [h fo0 W T, spread at curb (ft) 0 0 4 0 0 [] 0 0 0 0 0 4 4 4 O o Q 4 0 0 0 <D .�° .D Q O C 0 Q Q O O W A O Q a, N 8l a o A . ' A W A A x •'1 N A _ N G "+ Ec. frontal flow ratio in gutter W I I ¢ G G G G G G G G G G G G G G G G • • N fu e'o w CP 8 iD N w m W i3 d flaw depth (it) _ _ 0 0 0 Q 0 0 © P b 0 b 3 a -a a W ra ti Q W d! h [height of opening, 5.5 ") 01 .' .o i.l 41 a T, spread at inlet (it) ° ° V G J N U Q N Q C fs c tr en f,l f,l I„ en en ell a en U vi u u c 3a A A A A A A A A A �. Remarks 10 N A LA L+I n :n to Ln f.+l a. �. �• � a �• a. s Gn J N W A N N W A N A N t^ w .h .� A C C 01 G h 'n c, C C71 Oa G G G G 1, G G G ^ 2 o n n n n 3 Cr r�ii m m m Cr A c u A A A � A s A . w w A A w . A A , a a � � a n p f s N m e c e e m a w w irT C7 n n n V 8 W a n n C 9 a a z c $�� Q- cz G)gS O 7 W 15 cc -1 4 i . v 7 . V N n 0 1 - c O11C 1 o c - S. CIL "D F97, 9 a Pkan Label , Plan Label © ro w h3 rn a A n r w m VDOT Dl type m 0 ' C] cep y y y y m m w m VDOT DI type C @ G G G G G G G G G G G G G G G [i fr o fr o o ® o 0 0 c o 0 o r^ ^ iIr v r. A G G - is, + T i= J J C1` N C) (b p"' F nO F a 0 0 o ra a o rCr a rp a s O a a N ') N ( L, throat length (f] a e oc a , troat ength (t) Z 0 r� n N c c � :� os a o� a ;r :� :r -r ;� -; M a) W o cd o Pa tU CD tS 9 0 ° ❑ � ras � 2 t 2 � W E: A. Drainage area (acres) uD uj (p IA, Drainage area [acres] (A r4 - a o 0 0 o a Q o❑ o❑ a ❑❑ a a - v '.A -fi, v 't•-I �.r -� .I iT v x is, C, rational coeff. C, rational coelf. crr ❑❑ a o❑ a a❑ s n 0 0 0❑ c o 0 0 A ? c �Q 19 x '�- x --1 W J oc W A CA 0 a CA �. 1 L7 ❑ 0 a a LA Z ❑ ❑ ❑ ❑ ❑ ❑ ❑ N W - N I pC N N N A 0 + N O 448.00 + O O o 457.34 O + O O + N Cn 0 + N Cn O 450.24 + O O O + Cn O O + v U7 V T� / V 1 C V_ 1 Ln (1 V_ V N 1 N 0 W 1 JLn 1 + CD N 0 + N CJ'I 0 + N U1 O + O O O + Cn O < � v 0 z O0 O < v CTI 0 <O CD C71 Cn D con C v IM < < < Cn Con ZJ �ZZ -1 A v IM � N w W J N O II o00�rU) O -4 -1 01 it -i �OO� ' �C7 O O O. N O Cn -n r W STR -4 -n T< N cn VDOT STD. DI -3C (L =8') V N cn 0 rn 0 m TP= 459.85 I o i1j r1j -n x INV OUT: 453.00 TO 2 o @ Cn N Z O O O 0 .p .p 0 0 G) D v IM o Cn O v IM can - Ul rn CD cn Cn o < cn o o z Oc M � -1 m N U7 O 467.71 O O O + Ut O 0 + v O �' 1 O Ul Ul Cn m �r Zl V ' O 0 U, STR -30 -VDOT STD. DI -3B (L =14') -TP= 453.30 INV OUT: 449.25 TO Cn O < < Z Z O < < OCZz Cn M_ -4 •• n� O Cn6 0) N) Cn Om N�!Q U�_i� TI °o °p Z ZC•) r- �0OO G)m Ooo�cnr- ) rn m o cn m 00 z � < U) II X � � � 0 � O c �� 61�W _1711 0 0 G) v N v v D G) ° W vm D O P rn rn m _ ° -4 O cn O ! cn Cn Ul M o Cn O Cn I 458.39 STR -20 VDOT STD. DI -3C (L= TP= 461.35 I INV IN: 455.90 TO 22 INV IN: 455.90 TO 20E INV OUT: 455.80 TO 1 452.92 m STR -20B c- nO -VDOT STD. DI -3C (L = 1E TP= 459.70 r r X O� INV OUT: 456.20 TO 20 -n m Cn p o n --1 G) -o � m D v M_ O Cn o Cn (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� 0 + N O 448.00 + O O o 457.34 O + O O + N Cn 0 + N Cn O 450.24 + O O O + Cn O O + v U7 V T� / V 1 C V_ 1 Ln (1 V_ V N 1 N 0 W 1 JLn 1 + CD N 0 + N CJ'I 0 + N U1 O + O O O + Cn O < � v 0 z O0 O < v CTI 0 <O CD C71 Cn D con C v IM < < < Cn Con ZJ �ZZ -1 A v IM � N w W J N O II o00�rU) O -4 -1 01 it -i �OO� ' �C7 O O O. N O Cn -n r W STR -4 -n T< N cn VDOT STD. DI -3C (L =8') V N cn 0 rn 0 m TP= 459.85 I o i1j r1j -n x INV OUT: 453.00 TO 2 o @ Cn N Z O O O 0 .p .p 0 0 G) D v IM o Cn O v IM can - Ul rn CD cn Cn o < cn o o z Oc M � -1 m N U7 O 467.71 O O O + Ut O 0 + v O �' 1 O Ul Ul Cn m �r Zl V ' O 0 U, STR -30 -VDOT STD. DI -3B (L =14') -TP= 453.30 INV OUT: 449.25 TO Cn O < < Z Z O < < OCZz Cn M_ -4 •• n� O Cn6 0) N) Cn Om N�!Q U�_i� TI °o °p Z ZC•) r- �0OO G)m Ooo�cnr- ) rn m o cn m 00 z � < U) II X � � � 0 � O c �� 61�W _1711 0 0 G) v N v v D G) ° W vm D O P rn rn m _ ° -4 O cn O ! cn Cn Ul M o Cn O Cn I 458.39 STR -20 VDOT STD. DI -3C (L= TP= 461.35 I INV IN: 455.90 TO 22 INV IN: 455.90 TO 20E INV OUT: 455.80 TO 1 452.92 m STR -20B c- nO -VDOT STD. DI -3C (L = 1E TP= 459.70 r r X O� INV OUT: 456.20 TO 20 -n m Cn p o n --1 G) -o � m D v M_ O Cn o Cn (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� 0 .p .p 0 0 G) D v IM o Cn O v IM can - Ul rn CD cn Cn o < cn o o z Oc M � -1 m N U7 O 467.71 O O O + Ut O 0 + v O �' 1 O Ul Ul Cn m �r Zl V ' O 0 U, STR -30 -VDOT STD. DI -3B (L =14') -TP= 453.30 INV OUT: 449.25 TO Cn O < < Z Z O < < OCZz Cn M_ -4 •• n� O Cn6 0) N) Cn Om N�!Q U�_i� TI °o °p Z ZC•) r- �0OO G)m Ooo�cnr- ) rn m o cn m 00 z � < U) II X � � � 0 � O c �� 61�W _1711 0 0 G) v N v v D G) ° W vm D O P rn rn m _ ° -4 O cn O ! cn Cn Ul M o Cn O Cn I 458.39 STR -20 VDOT STD. DI -3C (L= TP= 461.35 I INV IN: 455.90 TO 22 INV IN: 455.90 TO 20E INV OUT: 455.80 TO 1 452.92 m STR -20B c- nO -VDOT STD. DI -3C (L = 1E TP= 459.70 r r X O� INV OUT: 456.20 TO 20 -n m Cn p o n --1 G) -o � m D v M_ O Cn o Cn (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� G) D v IM o Cn O v IM can - Ul rn CD cn Cn o < cn o o z Oc M � -1 m N U7 O 467.71 O O O + Ut O 0 + v O �' 1 O Ul Ul Cn m �r Zl V ' O 0 U, STR -30 -VDOT STD. DI -3B (L =14') -TP= 453.30 INV OUT: 449.25 TO Cn O < < Z Z O < < OCZz Cn M_ -4 •• n� O Cn6 0) N) Cn Om N�!Q U�_i� TI °o °p Z ZC•) r- �0OO G)m Ooo�cnr- ) rn m o cn m 00 z � < U) II X � � � 0 � O c �� 61�W _1711 0 0 G) v N v v D G) ° W vm D O P rn rn m _ ° -4 O cn O ! cn Cn Ul M o Cn O Cn I 458.39 STR -20 VDOT STD. DI -3C (L= TP= 461.35 I INV IN: 455.90 TO 22 INV IN: 455.90 TO 20E INV OUT: 455.80 TO 1 452.92 m STR -20B c- nO -VDOT STD. DI -3C (L = 1E TP= 459.70 r r X O� INV OUT: 456.20 TO 20 -n m Cn p o n --1 G) -o � m D v M_ O Cn o Cn (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� 0 U, STR -30 -VDOT STD. DI -3B (L =14') -TP= 453.30 INV OUT: 449.25 TO Cn O < < Z Z O < < OCZz Cn M_ -4 •• n� O Cn6 0) N) Cn Om N�!Q U�_i� TI °o °p Z ZC•) r- �0OO G)m Ooo�cnr- ) rn m o cn m 00 z � < U) II X � � � 0 � O c �� 61�W _1711 0 0 G) v N v v D G) ° W vm D O P rn rn m _ ° -4 O cn O ! cn Cn Ul M o Cn O Cn I 458.39 STR -20 VDOT STD. DI -3C (L= TP= 461.35 I INV IN: 455.90 TO 22 INV IN: 455.90 TO 20E INV OUT: 455.80 TO 1 452.92 m STR -20B c- nO -VDOT STD. DI -3C (L = 1E TP= 459.70 r r X O� INV OUT: 456.20 TO 20 -n m Cn p o n --1 G) -o � m D v M_ O Cn o Cn (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� Cn Ul M o Cn O Cn I 458.39 STR -20 VDOT STD. DI -3C (L= TP= 461.35 I INV IN: 455.90 TO 22 INV IN: 455.90 TO 20E INV OUT: 455.80 TO 1 452.92 m STR -20B c- nO -VDOT STD. DI -3C (L = 1E TP= 459.70 r r X O� INV OUT: 456.20 TO 20 -n m Cn p o n --1 G) -o � m D v M_ O Cn o Cn (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� (n y 00 C_ -a Z -vnmZ 0 n00TpM -n 00.. D D D n Z U Z m> m m 0 Uj o * n vf � i-< w � � 0 G00-n> v O m 00� -� z D o Z o O m D m m D Z Z Z LO z m n m D M = p M m 0 ill Z M v Z C r 6) m n Ln mv2rl2 my to D n r M 77 _L r D m n _ m Z Ln OZ LO (.n W N N Z O Dm - -r- Ln Z Z Z r " D C C r QO Ln O'Al- O m�T�Om ::E > -n m 0 n0 r- N < < n C= L" mMm v -n C D �mrD -�Lo XDmo°o Fri v ; D K M O Z oo O > Cm Z z * ;d 0 O z < �0S \� Qo K" � I- ' :I � W Asa ru � r o hl N � i. � ti � r N m fn �+ ' W Q, flow Incr. [cis] a m N w cn N N a w (,} flaw Incr. {cis] 'cAi. boo -1 Z3 �, 1 a p n c❑❑ ❑ ❑❑❑ ° 0 m �p lar}a a oa 0 0 p®p o c��jja [ opff 'n ��jj pp pp pp pp p pp a a 4 0 4 a O C7 O❑ a C C3 ❑ C3 W o $l tr. m Ob. tarty -Ever (cfs] a Qb, carry -over (cfs) v os a w N a w m S ii Q a- {D a o o o- �' y o o❑ o❑ o❑ crn +i A t.] N N V Ul &t ~ W Qt, total flow A rJ $ a rn Ql, total flaw rn ° c N N a m ° D y O y a Pi O N a Li] C y N N O CO O 0 0 0 0 o a C3 G ❑ ❑ ❑ ❑ ❑ C ❑ p nbr -I, ° _ d h m rn Nb 4 0 D :0 (] v v v v o a cn n r y a cn rn c S, gutter longitudinal slope (ftlft) S, gutter longitudinal slope (II w €3 su fa 2 ❑❑ oo ❑ a cp r'ap m rn n c❑ a ❑❑ a a C7 w n �' N N N M17 N ItQS Itl t7 C C7 N' N N N N d1al t1°.l ° 11a] ' C7 N N vi O Ca O C 7= P P C Q Q G O r� o G-n ' a o ❑ Q N W G G N N N N N N N N N W CG U to -".1 Oi CP a N 6] A c4 ,y. ,y fb W +3 i m : w b ...o an a l "1 I•rI TI 0l g$$ g S g Sx, lane cross slope (f lift) N 0 0 o Sx, lane cross slope [fVR) N 'O y W W A cn W A fn rn y m > Co 0 ns T m CL = CL N N N N N N fit rtF a N N N iV N N !+] iV C L _ ____ _ z Z b o a a a b ❑ b W, gutter width (it) a e c a ❑ c c a ❑ b W, gutter width (R) a pp�1.� CC m ELF (D 51I Co N i� W ] V A (v W CS1 N W C 8 G 4]I W ^A R? Z o o ° su P a 09�09 c a -•I m 2 0 0 0 0 is 0 0 - a a Ill N N N N N lV Sw, gutter cross -slope (fVft) ® 0 $w, idler cross-slope (fUfl N 1 J. 13 O [a1 N N N ... .- «- © d O O O O O i3 C--F ry 9 P } 0 0 5n s`�nap i o w -+ nNi '�� crni w :l s°Dr c[ N Z a v n w w �; °w o °w rt it a W m o m a W COMA o 8 o �i n0a � ''� w � y INFI [n t�i � .-. .l © T n' c� °0 °0 °0 °0 °0 °0 °0 °0 Z SWISx .0 0 0 0 0 0 0 0 0 SwISx o o r r r o a ; a c O .1 y s s N h] O O D A O O Cn W ffi 41 ° ° ° °° © ° ° ° m y W W 3 Al [F VI A C70 U1 f,l .. fist A A A cn (CllII °1 cc V -J N) M v Ql -I i0 -4 -r C. N f- •-• v N r m ,.n r N .n - fD Cfl rn N O DO d1 OD Ul W Cr M N 'Q -U .." OE A a W W O 6 Ol O N❑ A y ❑ G m -- j n Zo Tp T. spread at curb (ft) m T. spread at curb (fl) d= 3° 0 3= �= 8° a a e 3° a a= 3= 3° o a a° _ m m ,,,, v, �„ �, v, �„ �„ p, �, sal vI ,,,, m f ° t o c 1 a o c a o D o o p 0 o P m 0 In ti V V A A A l+ A• A •C L1 A. w N v v I frontal flow ratio in gutter W W 0 m w N Ec, frontal flow ratio in gutter W ITI L% cn {c��njp (rn�, w o� rppa w M prn pw p cn r�FI _ Q- N N N f1i N N N N CL N Irl N N N N N N Crl C7 W rn � O 8 b M 8 O an S S C3 Cy � �] � r W ca. v c'�xa .� Ca V CJ1 W -O i1•F f1•l W -L~n � N iO T A O p p O o ry rO°�+ °c w b m c°n °m w +o �a o m a o m T 2 ppp pqq 0 0° 9•. °0 °0 o 0 o °0 0 0 � yy G 0 O G G O O d 0 0 0 0 0 0 0 o A A A A 0 A A A A A A A A A A �y OO GG [] O 4 O G C+ a, 92W(Sw -Sx) 2 'local dept. (in} 0 0 0 0 0 0 0 0 8 i W(Sw -Sx]+ 2 "local dept- [in) en e� cut f1l 0 en rn rn m en rse ql m -4 cn ,rA ,I ,�q ,p ,qq _ r {JI CT cr1 ill N A [n Cn N •rrs N W Q N W 4.1 fC3 2H+ iC! ic.` Z ti e a a a ❑ a s ❑ O O O (3 O O O (3 57 0 A Sul (o cn rrl N 0 3 0 0 o a g o�?? 0 g ogoo o CD 7 m m m °w °m m m °m l wl .F°Wl �"i awl is �w' S'w = at(12W) 0 w w w w w w w w S'w = al(12W) ICi p 1 .. cn m P P P P P 1-9 M 8 9 rr ° c . n n n n n V � _U -0 `r - '7 - "7 -0 O b O � -II r j - z e9 a V 0 0 0 � I n i'`'a cvn n'Ai v c~ii w w w m o °0 D'7 N v lam '--- r So = Sx +S'w(Eo) Se = Sx +S'w(Eo) r- �i�3; .c` r €�€nn F r .`� t 3 r. N 3 , .ni I In rn , q g w L, require that length 118 l7 C7 L7 O O C] O C7 C] 4 O O � }NN•I aC, w cT 0 r C] m I'w 71 LILt a s r m It LILt Z- - t o © o a o o # u1 m M - - - 0 0 Cf C7 C] i] C] 0 0 [] n 0 C' 0 n C7 f'] 0 m $ g g 0 ° ° ° ° ° ° o ° ° ° ° ° ° E, inlet efficiency 0 0 f 9 � f 9 9 0 0 t 1 $ E, €nick efficiency N N N 6 0 0 0 Q 0 P 0 0 © 0 0 0 n � '� -n A ;co A ,'�` W. W Yo *A t.+l fit `^ ;a rrxl vl ?'+ ,. J: C fP p° u' V w Qi, flow intercepted Cn cn A N N o rn rn QI, flaw intercepted A Z r .-. Y ~ °a b m rrnn C F- T >1 I rn Qb, carry-over °0 °0 0 00 O 0 00 00 Qb, carry -aver m e v °i eNn lira �i "o ;`.8' gl �e `� �.a •.y-. w m ° m A A A A A A A A A P A A t, #a A ,P A. carry-over to Inlet carry' -Over to Inlet fFt [ll C71 fit IA to °7 Cfl rn lT! CFY IA M CA M fn I71 W ID f1a ID C'%7 05 W c0 V CID fD W fp ID T Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� Remarks PROJECT M �, O M I I n IV °m O z (� m ti P o O %,0 SHEET TITLE O Q O O flu (WJl C!1 b g g CM1 ° LFl rr O p A (71 w "�. Ft C'l :z: f0 W 4 ct+ v T, o �• ;-1, w w r.A, $ ,r.� is v+ -a f7 0 M c ¢ t t ¢ ¢t t ¢ ct t 0 ❑ 0 © C] ❑ ❑ N c o C -n Z N N N W EI El N rp Il1 N Gn 111 rn ra W fn U/ of y m m W ,.•.• V W N +..0 V ao m d O W N N v N S N Yl rn T Y' Yl rn Yl Y T q, Yl 4' ( ° M ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� ;OLLINS ENGINEERING 1,1E 3 200 GARRETT STREET SUITE K - CHARLOTTESVILLE, VA 22902 - 434.293.3719 2/19/13 NORTHTOWN CENTER PHASE IIA -FINAL SITE PLAN DRAINAGE PROFILES &CALCULATIONS These plans and associated documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and /or construction staking without the express written consent of CGLLINS ENGINEERING. V T� N 1 N 1 0 C REVISION DESCRIPTION INITIAL PLAN SUBMITTAL REVISED PER ACSA & ALBEMARLE COUNTY COMMENTS O + N O + O O 0 + Cn O + O O + Cn O N + O O N + 01 O W + w + Ul O + O O + U1 O U, + O O Ul + Cn O + O O rn + C31 O + 0 O v + Cn O v V Ul O + v, O C7) Cn + 0 O + (P O N + O ° Ul 1 N '1 V T�J / r I N t Ut O W + 0 O w + + O O .A + 01 v O O 1') + O O 8 1) U, + Cn O CF) + O O O + N Ul cn O CA -I -I O o o Cn o cn 456.67 STR -2 VDOT STD. DI -313 (L =14') TP= 459.40 INV IN: 453.00 TO 6 INV IN: 452.10 TO 4 INV OUT: 452.00 TO 458.46 CID 459.46 CID< < p G m v O TI o � � m 460.77 STR -6 VDOT STD. MANHOLE 462.23 TP= 467.07 INV IN: 460.60 TO 8 INV OUT: 460.50 TO 2 Qo 463.87 n °D- 9) o � U, on Lm -n � � o n m 465.58 0 m o X z G] 467.28 y v STR -8 IM VDOT STD. MANHOLE TP= 468.55 INV IN: 462.10 TO 10 INV IN: 462.10 TO 8B 469.09 INV OUT: 462.00 TO 6 � t 0'_ r r @ • / <�V O 1 \ 470.97 c) O� - Cn I STR -10 -0 m VDOT STD. DI -3B (L =6') TP= 469.15 472.40 0o < INV IN: 463.10 TO 12 I m INV OUT: 463.00 TO 8 ill) r - n rn r on 477.03 -o ° STR -12 VDOT STD. DI -3C (L =6') TP= 469.00 INV OUT: 464.00 TO 10 O Can O (_n O Cn M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� M. < v o < U' o o ~ Co o Ul C o O IM 448.00 Lin SFR-14 VDOT STD. DI -3C (L =10') 456.47 w TP= 458.30 INV IN: 451.46 TO 16 -n < INV OUT: 451.36 TO @� 0 C2 O Cn Cn I STR -16 456.63 -n < VDOT STD. DI -31B (L =10') @ n TP= 459.40 INV IN: 452.66 TO 18 00 INV OUT: 452.56 TO 14 D Om 457.27 N W ;U - z z G) m 2 0 r om wn W 457.85 STR -18 = m < VDOT STD. DI -3C (L =4') M n TP= 461.85 X m INV IN: 454.58 TO 20 °o 0' / INV OUT: 454.48 TO 16 8-0- 458.26 Cam-] 0 ° < << ICI v 460.97 STR -22 O z z N VDOT STD. DI -3C (L =10') � � -I w _ ° N) - TP= 461.15 cn cn U' ° INV IN: 456.60 TO 24 o o INV OUT: 456.50 TO 20 C O O n 459.98 ivy - 0 N r \° 0 461.65 N Ly1- 6F C) L C9 o 0m 466.42 Z Z G) m 469.56 a� STR -24 VDOT STD. DI -3C (L =8') TP= 468.10 m 472 89 INV IN: 462.50 TO 26 U) INV OUT: 462.40 TO 22 \ Z G) � G) 477.11 ^^� r @ O \ On m Co v \ Oo � o D 481.07 v M STR -26 VDOT STD. DI -3C (L =8') TP= 468.00 \ INV IN: 463.70 TO 28 483.78 INV OUT: 463.60 TO 24 STR -28 VDOT STD. DI -3C (L =20') TP= 468.00 ^^m < INV OUT: 464.00 TO 26 lG � O � 0) 0 M O Cn o Cn o cn o REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z� REVISIONS DATE REVISION DESCRIPTION z 0z a CIO 0 0 2 Z�