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SDP200500019 Plan - Approved Road Plan and Comps. 2006-08-31
N6�'1 � X, 4 _ 82 39 , _ �w . �o N co � cc014=1 co 1 is tz b b b A N�b�by atm ���C� 0 rn`- vii DRAWING INDEX ;1 of 8 COVER SHEET �2 of 8 ABINGTON DRIVE �3 of 8 ABINGTON DRIVE ;4 of 8 ALDERSGATE WAY R5 of 8 ALDERSGATE WAY R6 of 8 COMMUNITY STREET & TYP SECTIONS �7 of 8 STORM SEWER PROFILES Do „F o rni rill nrinnic .n� Or) C31) � a- C I n�� 1- a� 0 I o `- 0 C) I N �- r: .. � o Z is tz b b b A N�b�by atm ���C� 0 rn`- vii DRAWING INDEX ;1 of 8 COVER SHEET �2 of 8 ABINGTON DRIVE �3 of 8 ABINGTON DRIVE ;4 of 8 ALDERSGATE WAY R5 of 8 ALDERSGATE WAY R6 of 8 COMMUNITY STREET & TYP SECTIONS �7 of 8 STORM SEWER PROFILES Do „F o rni rill nrinnic LEGE"I ND z a C�Lr\3O� � cn ccry iv o t-. I I New Asphalt Ln Striped Asphalt --' Concrete ® tamped Concrete • Grass ® EC— 2 ® EC -3 TypeA I��� Crosswalk Striping rf-fffrfrff,Yfr-f.r-„f---,.r.Existing Water Main Revisions: New Water Main N0. DESCRIPTION DATE Existing Sanitary Sewer . , N 39 20 5� E New Sanitary Sewer Revised Storm 07.17.06 Existing Storm Sewer 4 VDOT Cmmnt 08.04.06 New Storm Sewer z a C�Lr\3O� � cn ccry iv o t-. I I co n N Q � v � �,NLTH of Ln i O Q TIM HY R. MILLER � 0 cn CERTIFICATE No. 1 .0 30542 Q �0 �<v I��� � SSS NGS NAL 0 ~ I Revisions: Q N0. DESCRIPTION DATE 1 COMMENTS 10.24.05 . , N 39 20 5� E 2 COMMENTS 5.04.06 Revised Storm 07.17.06 25.0°3 25.00, 4 VDOT Cmmnt 08.04.06 U I o� .n� Or) C31) � a- C I n�� 1- a� 0 I o `- 0 C) I N �- .. � o Z a Z U .CD b (D o co n N Q � v � C Ln i O Q s � 0 cn C/ N M ~ I Q Q � 3 U CD D U o� APPROVED by the Al 00”, WM Courdy h� Communky DOV91opmem Do~ Fie 40 0 40 80 120 S CALE :1 " = 40' Sheet No: Rlof8 C Ln i O CD s cn rn N u I Q � o� U o� Or) C31) � C_ •3 C • 3 a� 0 U 0 C) Sheet No: Rlof8 i o� o� aw0 � Q w� Loi 58' � O Q C7 O Sheet No: Rlof8 .41 / # ,f .01 / / / -1 1_01 000, .-'� .00- - - - - --- �,�/" 01V \ , / / / / / x / I 1-11 ...,P� �//_ - 15_� 1-00, .41I / / 114, / / / / / / / / / / / -O,IIIIIIIIIIIIIIIIIIIIII�/ / / / / / . 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Road plans for Phase 2 will be submitted - - - — ------- ......... . ...... ... .... ........... ........... ..... ...... ... ......... ........ ..... -------- --------- .......... ............ ............................. for approval at a future time. ....... .... . ......... . . . ........... . ..... ...... a - 3X -.,,-0 3 0 60 9 0 CN K A L E .1, 30'-,"-,. 0 E % 570 560 616111 540 530 520 510 Werl Wo CD CD Ln CN Ln 10+ —540 53 0 TM 3 2 C S—'� o Open 'pace Phase"I op Section 3, Deerwood till. --ton Family Land Trust \ '1\ Creek pe' ec B� ton xisting ream STREAM on W WIN M� Uto 11+00 I + I IYA111,11 2+50 13+ +50 14+001 4+501 15-+00, 5+50 16+00 6+ 17+00 7+50 18+00 19+00 570 560 550 540 530 520 510 500 SCALES: ........... .. ..... .............. ........... ............ ............ . — -----___- --------------------- — ----------- — ..................... ............................................ .......... .. ................... . ...... .......... .."..""'.. ... ............ .... ... ......... .......................... ...... ...... .... ... .... ..... .. ...... .. ........... . ........ ............................................. . ..... ........ ........................ .................. ..... . ........ .... ...... ............... ...... ................... . > CL ----------- .J — ---------------------- - — - ----------- _ — -------- 1 11 301 HOR ... ....................... . ...... ............... ... . .... ... ------- ...... ............ ...... ... .... ...... .... .... ............ .......... .............. -- ------ ..... ........ . ........ 0 ---------- ............ 1 10' VER ........ .................. ...... ... ...... ..... ........ .......... ....... ...... . . ...... ....... ------ ...... . ..... ... .... ... . ...... ........ ...... .. . .. ..... ..... .................... ............. --------------- .. ..... ....... --------- .............. ........... ...... ........... - ------ - - ------- .. ................. ................... ....... ................ ....... 97 SIONAL ........... ....... ........ .. . ........ .. ........... ------ ......... ... Road plans for Phase 2 will be submitted - - - — ------- ......... . ...... ... .... ........... ........... ..... ...... ... ......... ........ ..... -------- --------- .......... ............ ............................. for approval at a future time. ....... .... . ......... . . . ........... . ..... ...... a - . ........... ----------- ------ CN ------- 0 E .. .............. ........... ........ . . . . .. ......... ...... ... . .. ............. .......... .... .. ... . ... ----------- - - -- - ------- - ------ M E M M - — -------- C) Lr) 75t _---------- - — — - — --------- C—) LLJ .............. -------- . . .............. ......................... V) CY) . ......... - - - ---------------- ------------ --- . ........ ........... ............... -- ------------------- .......... ....... ...... . ...... . ............. .......... . vpf' ---STA ------ 00., . ....... ...... Ln .. .... ...... . ......... C� C) (D CD Lr) Y............ (0 CD W ....... .. ... ....... -------- ........ 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CM on L:�j ................... ... . ............................ .. . ....... ........ ....... ....... .............................. .... ....................... . .......... ... ... ........ ............ ............... ---------- ........ . ...... .......... ........ .. ........ C=z Cis, 1 - --------- . ...... . ............ v__ ------ — — ...... ---------------------------------------- --------- 154 -- ...... ......... ---- - ------- ............ - - - ------------ ....................... 4. .. .... - -- - ................. "Am ---------- Zj!D_ t L -L di .... ............ ........ ...................... ............. -------------- - ---- - --- -------------------- - ------ ......... . . ................... OD", .......... ........ . . ....... - — -- ------ ........... — ---- —T .... .... ....... . - ------- ........... qq St — ---------547 ........... ...... .............. ------- ............ ....... ......... 11-11-1".-.-.-.-""Ill'I.-I,.-.-.-.-,.-,,-I .............. Ian ........ . . ...... ....... . . . . --- ....... ... .4 ....... ....... I. n ................ . ..... . . --- ---- L Uto 11+00 I + I IYA111,11 2+50 13+ +50 14+001 4+501 15-+00, 5+50 16+00 6+ 17+00 7+50 18+00 19+00 570 560 550 540 530 520 510 500 > E C\J U) C\j C\j < > < qi� 0 > CL C .J _= CV) CV) C a 0 :3 0 0 U) OC > E 0 0 lk 4b T H TIMOTHY R. MILLER CERTIFICATE No. 97 SIONAL Revis 'ions: N 0. DESCRIPTION DATE 1 COMMENTS 10.24. Comm 3 Revised Storm 07.17.06 4 VDOT Cmmnt 08.04.06 a - CN 0 E LL_ M E M C—) Ln CD V) CY) CIO 0r) 0') Cz C� C) CD (D Q) ct C_� 0 Sheet No. _ �E E ` �S� II Albemarle CountyEngineeringGeneral forLM_ _I � I � -� 1 ./;;` ".f I\ IConstruction Notes Private Roads N .:'� \ \ I \ \ N N o0 \ 11 1\ \\ \ \ \\ \\ \\ `� // ,/� I \ \ \ I 1 o Q `_° / 1 �> Q \ \ \ ` \\ \ \ \ \ , / // // // \ ` \ I \I I 1. Prior to any construction within any existing public right-of-way, including connection to 9. Where urban cross sections are installed, all residential driveway entrances shall conform V - Iv n I- \ 00 \ \\ \\ \ \ \ \ \\ \ \ / / _ �\ \ \ I l� �1 any exiting road, a permit shall be obtained from the Virginia Department of --� °- = m m to VDOT CG -9(A, B or C). J � N'i 4 \\ \ \ \ \ \\ �� C..' /� �/ / - \ \ \ II Y \ \\ Transportation (VDOT). This plan as drawn may not accurately reflect the requirements 10. Where rural cross sections are installed, all residential driveway N o °� m m \ \ \ � /.,, I I � 1 \ I \ of the permit. Where any discrepancies occur the requirements of the permit shall govern, entrances shall conform to VDOT standard PE -1. `t \ \ \ I I I 2. Construction inspection of all proposed roads within the development will be made b the 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize N U N \\ \ � \� \ \ \\ \ \ \ \ \"_ / / .I �� I 1 1 P P P P Y e a 1 1 \ �� �\ \\ �� \\ \\ \\ \� --- �/ �/ Deportment of E g Engineering g 96-586 48 hours Director of Engineering, or the - U County. The contractor must notify then in n (2 1) drainage channel when in the opinion of the ngin ng, C Q O s f' \ f _ "�� \ I M I I in advance of the start of construction. \ \ \ S / Director's desi nee, it is deemed necessary. 0 N \ \ S \ \ \ / / } \ I 0 9 Y O \ \ \\ \ \\ O \ \ � ) �j �� : ;, \ 1 I g) I I 1 \\ 3. All materials and construction methods shall conform to current specifications and 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be - 0 O V \ \ \ \ \ � \ \ / / P 1 f \ ) l 11 \ standards of VDOT. All excavation for underground pipe installation must comply with maintained on all residential subdivision streets. •- `; \ \ \ \ \ \ \ \ \ \ / ,5 �`':r \ �� \ I 1 K I \ OSHA standards for the Construction Industry (29 CFR Part 1926). 13• Compliance with the minimum pavement width, shoulder width and ditch sections, as ^, \\ \\ \ \� \\ \\\ \\ \ \ \\ \\ ;t // / r \ 1 i I I 4. Erosion and siltation control measures shall be provided in accordance with the approved shown on the typicol pavement section detail, shall be strictly adhered to. Exceptions O �% \ \ \ \ \ - - - - - ��" / `E„ y% I erosion control plan and must be installed riot to an clearin radin or other 1 \ \ \ \ \ \- / \ , I 1 P Y 9 9 9 will not be allowed. ,.: . W \ \ \ \ \ \ ,/ \ ; � construction. Q %r' I- 1 \ \ \ \ \ \ 1 \ / / f I I 1 14. Upon completion of the roadway construction, street name signs shall be installed; ;'' 1 \ \- I-\- - ---� ; I 1 1 1 P P grading preparation P9 y p g �,. `. \ \ \ / I " \ � 1 \ 5. Upon completion of fine radin and re aration of the roadbed upgrade, the contractor b the developer at all street intersections. Signs and their installation shall 1 \ s \ \ -� 1 � , I 1 I shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results conform to "Albemarle County Street Name Sign Requirements". The developer shall `�1 07 �� �� f I \ I shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not be responsible for aintenance of signs until roads have been accepted. 011 _�* �� / \\ \ 1 \ I I o� obtainable, a revised pavement design shall be made by the design engineer and 15. Road plan approval is subject to final subdivision plat validation. should the final G�0�n_.." \ate ti �0 I _ I _ I _ - // \ ) 1 \\ I - ' submitted with the test results for approval. plat for this project expire prior to signing and recordation, then approval of these 6�a acct i 1 �I I I I I 11 - - - "' / \ I 1 \ Cn - I I 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum plan shall be null and void. I - 1 1 I I 1 / \ I ) sl 1 I allowable slope is 2:1 (horizontal: vertical). Where reasonable obtainable, lesser slopes of 16. Traffic control or other regulatory signs or barricades shall be installed b the '` I o .:y k� .- N Y I I -- / \ I . - 4:1 or better are to be achieved. I I I � I 1 >' ` 1 developer when, in the opinion of the Director of Engineering, or the Director's I _ o I 1 I I / I s` 7. Surface drainage and pipe discharge must be retained within the public right-of-way or designee, they are deemed necessary in order to provide safe and convenient access. o + �\ I �, I I I '' ., y I within easements prior p y y g cc I I -1; ;k F / p or to acceptance b the County. All drainage outfall easements are All signs or other regulatory devices shall conform with the Virginia Manual for P T H OF �„ °D E \ I 1',.. I Nyrf, ; to be extended to a boundary line or a natural watercourse. ., I � ;� ���.,.� /�I / �� Y Uniform Traffic Control Devices. g ��� /'/ o �, i ,�... / I �_ _ _ - - - _ _ _ - - . , - - -4 , I / �F/ 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments 17. Use VDOT Standard CD -1 or CD2 underdrains under the subbase ��. � :,,:. 1111 o "a "� - _ - -1111 - ° � " � . will be field determined at the time of construction. �% y ,,, _ _ _ - _ ` - / & al guardrail may b€ required material at all cut and fill transitions and rade sag points. 4 - - .. Imo;:. `� o --- - Additional at locations not shown <.:_ L 1111::, :... ;:1111. :,. .: / when in .. ,,:<::. _::: ,:: <:. � 111:1: the opinion of the i e D rector of Engineering, or h 18. The T� :11::11 111;:1 :: ;:: .:. :.. :; ,;:. t e Directors seed limit is to be posted 5 TIMOTHY R. MILLER • a <.: ;:; ::.: >:.>: :.. f� I;; ;,:: .�» � � 9 9, m h below the design n s eed. v .... a n »>:: 1111 ;. c:� ::: ::;:: ,; ;; : ,<,. 1111, :1111., . � .:.. _ :1:111. ,.. ,,: :::... ' ar » designee, ee it is ;": ;;1111 deemed necessary. 1 When 9. Vi ' ...1111 r �..... guardrail is required, it h deo camera inspection i _ 1111. __.:..... _. 1111 1111.. required _ 1111 _. ..:::. II 9 shall be installed four 4 s re u'r d for all storm sewers and 1111.. 1:111: „ culverts that are _ � :: :. _ 1111 ,...»�- ,t + Y 9 9 P q _ 1111 ,,. 1111 _ �� .. _ 11.11 _ � O CERTIFICATE No. 1111_ � ..: .� _ .. arra 1:111. �,.., .:. �:.:... 11::1:1:.. _ 1111 _ 1111 ,..::, < ; � feet offs f - c et from the _ _._...... i7f3. � _ , _ _.......... 1111. _ � e edge of pavement , _ .. 11.11 1111.. _. �.. ..�'�� _.: ,. 1111 1111 t to the face f fel... ,., . � _ f 1111... 1111 o guardrail, and roadway shoulder d 1111 ;: .� �'�$ :: _ . 9 P de widths deemed inaccessible to VDOT inspections IYII :: � ,:. � 9 Y sand are to be accepted into VDOT's N I� _ :: ;: 1111... � _....... s. ' •, P P 30542 �' t�. o wlt.;; y. .' 1:111..:. ;' L%x # Jam.: ;;.>C 3. ##£ .. «1111 / ::.. shall be increased 7 �"' * ` «., <;,.,:... ;,> y ceased to seven 7 feet. . 2 < ,�.;:: ;11:11,,::;:.>.:.:.:.<. , ...... maintenance program and ownership. The video inspection ,,:,: .. _ _ / O spect on shall be conducted in » m, 9-1S - - «1:11:1 11;;;:1>;> i :., .: .:<;,:<:.<:: ; . :: ." . :r>..u.: AIMS' »...; :>:, 111 1 :. ,.::,r.£ ss iY56:. i .: ..::a:. , N - ; ...... 111:1..:::. , - - _ �° / accordance with VDOT s video camera inspection proocedure and with a VDOT and/or <` \� '' _ - / _ count inspector resent. In addition if high-density HDPE e or /oNAL E + s' -' I - r.:;, 1111 / I pipe system is installed, the contractor and a representative from the pipe / "F �' h I a .. manufacturer should holde a preconstruction meeting for installation training. The R2v1S10I1S: : 1;6z.. - ; S P6b L I / ; £ pipe manufacturer should spend a minimum of two hours on the job site during the % / I I %z I zOr� OL ,L07 o._ J I initial pipe installation. I z NO DESCRIPTION DATE ,L07 1 COMMENTS 10.24.05 I CP 0� .I I ---J f / 19t 61 I 2 COMMENTS 5.04.06- cl� -- o i.. ;' I,is 0R£ ''` / / 9EL ,L07 I. sed Storm 07.17.06 / .. 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I I ........................................ ................................................ 545 550 ............ ...... .. ..................... Ir— 1 0- . .... ............. p p W *."'p, ....... ................................................ 550 LG .......... ........... ................... .............................. ...... . ....... .............. .......... ................. 575.1- ............... = ............ ......... ....... ................... ....... 11-1 .......... ................. ...... ...... .......... ........... ......... --575 C) ...... ......... WW <n� C)r ......... ........ H 545 ...... je..> ........................ .................. ...... 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I.., ........... ...... ...... ........... j=,(� .................... ........... 11-: 04 .............. ...... ................................................. ................................................. .......... 580--.1 .................................... ............. I CD....... 4*1 ... -crla .. ................................ ... G ....... a- ........................ > - ---------------- 58 0 ...................................... ......................... ................ ..................................... ........................ .................. " .... .. ................. ...... .......... ....................... w .. .............. ;fl .......... 0 ...... I Lo ------ .............................. -1-5 ..................... . : ................ 550 ............... .0 ............................ ........... 540 545 ............... ................ ....... ................... .. ..... ....... 4 VDOT Cmmnt 08.04.06D ............................ 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HDPE ... 10"1"14% 530 6TUNM ZiLwhil FI%UFIU ZU 1-1>11 0+00 R7 1 =50 Horz, I =10' Vert `<� C.) rl 3 STORM SEWER PROFILE ST 3->3B R7 1 =50 Horz, 1"=10' Vert C-.� c Q) a_ Sheet No: cz 6TUNM ZiLwhil FI%UFIU ZU 1-1>11 0+00 R7 1 =50 Horz, I =10' Vert `<� C.) rl 3 STORM SEWER PROFILE ST 3->3B R7 1 =50 Horz, 1"=10' Vert C-.� c Q) a_ Sheet No: e E L Cq N ap � � oL o>� •Q J a- C o °gym N L .c C Q :3 -V 0 Q O E > O f.. f �6 S p v.� �THOF O � TIMOTHY R. MILLERS- f% CERTIFIATE No. .0 30542 4z- 0 S�0NAL EN Revisions: N0. DESCRIPTION DATE 1 COMMENTS 10.24.05 2 COMMENTS 5.04.06 3 Revised Storm 07.17.06 4 VDOT Cmmnt 08.04.06 a - I C) •• o E z � 0 0 0 �----� o Ckf 2 3 4 5 6 7 LD -229 Storm Drain Design Computations LD -204 Stormwater Inlet Computations 11 12 13 14 15.0 16 17 18 Sag Inlets Only 19 20 21 22 23 E U) U) E c U ST -27 DI -313 8 0.33 0.80 0.26 6.5 1.72 1.72 0.031 0.02 0.083 5.39 0.23 94% 1.62 1.62 CIO Q 0 0 Cif t� c c� n aci ca C� L M 0 z a�CL a' 0 4? c� 0 > a c -on c� Q, _ cv (D U �' o 4-c Uj o a.., QCn >'CL -v s c� Pipe Dim 1 2 3 1 S7-28 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Outfall 0.33 0.80 () 0.53 (ac) 6.74 3.56 (in/hr) (cfs) (cfs) (cfs) 15 ('/') ('/') ('/') (ft) (ft) 0 (cfs) (cfs) (1t) () (ft) U ST -28 DI -313 _ C7 8 0.33 0.78 0.26 4.0 1.03 in C3 1.03 0.016 0.031 0.02 0.083 3.66 0.19 100% 1.03 0.00 571.41 567.50 44.0 81.6 ST -27 DI -313 30.7 51.5 8 0.33 0.80 0.26 4.0 1.06 0.25 1.06 0.016 0.031 0.02 0.083 3.74 0.19 100% 1.06 0.00 3.2 0.8 S7-23 S T-22 0.30 0.80 0.24 0.49 5.4 6.70 3.27 566.47 566.31 8.0 2.00 15 11.9 8.18 0.0 S -22 ST -21 0.14 0.75 0.11 ST -22B DI -3B 5.79 8 0.44 0.80 0.35 4.0 1.41 29.5 1.41 0.016 0.02 0.02 0.083 5.5 0.23 100% 1.41 0.00 18.94 559.38 ST -22A D 1-313 0.50 8 0.44 0.80 0.35 4.0 1.41 0.09 0.40 0.23 1.41 0.016 0.02 0.02 0.083 5.5 0.23 100% 1.41 0.00 30 15 36 37.8 5.9 47.1 5.79 4.30 5.63 0.2 0.1 0.3 S7-20 STA 9 0.00 0.00 0.00 3.81 10.1 5.61 21.37 559.38 559.22 32.0 0.50 30 37.7 4.61 3 0.1 S -T 19 E STA 9D 1.70 ST -20-2 DI -313 1.36 10 0.38 0.68 0.26 4.0 1.03 0.02 1.06 0.016 0.0194 0.02 N/A 6.5 0.13 93% 0.96 0.09 5.1 6.79 ST -21 DI -3B 577.51 8 0.10 0.75 0.08 4.0 0.30 0.09 0.39 0.016 0.019 0.02 N/A 4.5 0.09 100% 0.39 0.00 105.8 2.00 ST -20-1 DI -3B 6.45 8 0.21 0.72 0.15 4.0 0.60 1.83 2.08 0.60 0.016 0.0194 0.02 N/A 5.3 0.11 94% 0.57 0.04 0.1 0.2 S 1T -19A ST -20A DI -313 0.85 8 0.11 0.75 0.08 4.0 0.33 0.04 0.37 0.016 0.019 0.02 N/A 6.3 0.13 100% 0.37 0.00 DI -313 6 0.21 0.90 0.19 40�� 4.0 0.76 •}� a. R 0.083 S 1T-19 O utfa I I 0.03 0.90 0.03 6.29 9.9 5.64 35.52 557.28 556.00 ST -19E DI -3B 36 8 0.30 0.80 0.24 4.0 0.96 0.80 0.70 0.96 0.016 0.039 0.02 0.083 3.2 0.18 100% 0.96 0.00 8.06 26.95 4.58 13.23 ST -19D DI -313 STA 3 6 0.21 0.90 0.19 4.0 0.76 3.18 0.76 0.016 0.039 0.02 0.083 2.5 0.17 98% 0.74 0.02 0.05 0.90 ST -19C DI -313 5.2 10 0.35 0.80 0.28 4.0 1.12 15 1.12 0.016 0.083 0.02 0.083 2.5 0.17 100% 1.12 0.00 ST -19B DI -3B 10 0.29 0.85 0.25 4.0 0.99 Uo 0.99 0.016 0.083 0.02 0.083 2.1 0.16 100% 0.99 0.00 F- U3 O ST -19A DI -313 a 8 0.28 0.85 0.24 4.0 0.95 5.0 0.95 0.016 0.029 0.02 0.083 5.8 0.24 98% 0.93 0.02 0' c � � ST -19 DI -313 6 0.05 0.85 0.04 4.0 0.17 0.17 0.016 0.040 0.02 N/A 2.9 0.06 100% 0.17 0.00 550.20 13.7 2.19 18 26.11 7.29 0.0 S 1T-17 STA 6 0.19 0.6 0.11 0.38 5.0 6.80 2.56 546.20 541.65 85.6 5.31 18 31.46 10.78 0.1 ST -16A DI -3B 8 0.25 0.59 0.15 4.0 0.59 0.00 0.59 0.016 0.02 0.02 N/A 5.19 0.10 94% 0.56 0.04 0.61 0.26 0.26 5.0 6.81 1.74 542.75 541.98 56.0 1.37 15 7.57 3.03 0.3 ST -13A DI -3B 10 0.25 0.66 0.17 4.0 0.66 0.04 0.70 0.016 0.02 0.02 N/A 5.54 0.13 99% 0.69 0.00 18 10.5 4.28 0.1 SIT -15 O utfa I I 0.12 0.9 0.11 0.80 5.4 6.70 5.34 541.10 541.00 10.2 0.98 18 10.41 5.97 0.0 ST -16B DI -313 8 0.42 0.61 0.26 4.0 1.02 1.02 0.016 0.02 0.02 N/A 6.38 0.13 80% 0.82 0.20 5.0 6.81 ST -16 D 1-3B 557.32 8 0.07 0.81 0.06 4.0 0.23 0.20 0.43 0.016 0.02 0.02 N/A 4.61 0.13 99% 0.428 0.00 54.0 3.50 ST -15 DI -3B 4.27 8 0.12 0.9 0.11 4.0 0.43 0.00 0.43 0.016 0.02 0.02 N/A 4.6 0.09 99% 0.43 0.00 S IT -9A ST -9 0.11 0.80 0.09 0.09 5.0 6.81 0.60 552.68 552.50 17.9 1.01 15 6.5 4.09 0.1 ST -14A DI -3B 6 0.19 0.80 0.15 4.0 0.61 0.61 0.016 0.028 0.02 0.083 2.1 0.16 100% 0.61 0.00 551.85 551.61 24.1 1.00 15 8.4 4.98 0.1 S 17-8 ST -7 0.13 0.81 0.11 0.84 5.3 6.72 5.67 551.26 550.94 32.0 1.00 15 8.4 7.36 ST -11 DI -3B 6 0.60 0.70 0.42 4.0 1.68 1.68 0.016 0.111 0.02 0.083 2.9 0.18 65% 1.09 0.59 0.37 0.62 ST -9 DI- I 3B 10 0.04 0.76 0.03 4.0 0.12 0.59 0.71 0.016 0.020 0.02 N/A 5.6 0.11 98% 0.70 0.01 6.76 2.49 ST -5 D 1-313 91.2 8 0.33 0.80 0.26 4.0 1.06 0.01 1.07 0.016 0.150 0.02 0.083 1.8 0.16 85% 0.91 0.16 ST -4 DI -3B 10 0.09 0.70 0.06 4.0 0.25 0.16 0.41 0.016 0.040 0.02 N/A 4.0 0.08 100% 0.41 0.00 ST -6 4 - ST -5 0.00 0.00 0.00 1.30 5.4 6.69 8.70 546.80 541.84 90.8 5.46 18 31.9 5.66 0.3 ST -5A ST -5 0.10 0.80 0.08 0.08 5.0 ST -9A DI -3B 542.09 8 0.11 0.80 0.09 4.0 0.35 0.1 0.35 0.016 0.020 0.02 N/A 4.3 0.09 100% 0.35 0.00 ST -5A DI -3B 10 0.10 0.80 0.08 4.0 0.32 0.26 0.32 0.016 0.150 0.02 N/A 2.8 0.06 97% 0.31 0.01 15.10 0.1 ST -3B DI -3B 0.08 6 0.10 0.80 0.08 4.0 0.32 0.00 0.32 0.016 0.025 0.02 N/A 4.0 0.08 93% 0.30 0.02 ST -3 DI -313 6 0.10 0.80 0.08 4.0 0.32 0.03 0.35 0.016 0.053 0.02 N/A 3.6 0.07 82% 0.29 0.06 ST -7A DI -3B 8 0.18 0.77 0.14 4.0 0.55 0.55 0.016 0.018 0.02 N/A 5.2 0.10 96% 0.53 0.02 ST -7 DI -3B 8 0.12 0.75 0.09 4.0 0.36 0.02 0.38 0.016 0.020 0.02 N/A 4.4 0.09 100% 0.38 0.00 ST -7B DI -3B 8 0.37 0.62 0.23 4.0 0.92 0.92 0.016 0.018 0.02 N/A 6.3 0.13 85% 0.78 0.14 ST -8 DI -3B 10 0.13 0.81 0.11 4.0 0.42 0.14 0.56 0.016 0.020 0.02 N/A 7.3 0.15 100% 0.56 0.00 ST -13 DI -3B 6 0.05 0.90 0.05 4.0 0.18 0.00 0.18 0.016 0.02 0.02 N/A 3.33 0.07 100% 0.18 0.00 ST -2 DI -3B 6 0.04 0.90 0.04 4.0 0.14 0.00 0.14 0.016 0.053 0.02 N/A 3.0 0.06 97% 0.14 0.00 ST -29R DI -3C 8 0.16 0.90 0.14 4.0 0.58 0.58 0.016 0.002 0.02 0.083 6.4 0.25 100% 0.58 0.00 ST -29L DI -3C 8 0.09 0.90 0.08 4.0 0.32 0.32 0.016 0.002 0.02 0.083 4.3 0.21 100% 0.32 0.00 ST -29 D QC 8 0.25 0.90 0.23 4.0 0.90 0.90 0.016 0.002 0.02 0.083 0.90 0.23 0.5 0.46 5.21 ST -30R DI -3C 8 0.11 0.90 0.10 4.0 0.40 0.40 0.016 0.002 0.02 0.083 5.1 0.22 100% 0.4 0.00 ST -30L DI -3C 8 0.14 0.90 0.13 4.0 0.50 0.50 0.016 0.002 0.02 0.083 5.9 0.24 100% 0.5 0.00 ST 30 D1'Ir 8 I 025 090 023 I 40 n Qnl 090 0016 0002 002 0083 090 I 023 05 046 521 e E L Cq N ap � � oL o>� •Q J a- C o °gym N L .c C Q :3 -V 0 Q O E > O f.. f �6 S p v.� �THOF O � TIMOTHY R. MILLERS- f% CERTIFIATE No. .0 30542 4z- 0 S�0NAL EN Revisions: N0. DESCRIPTION DATE 1 COMMENTS 10.24.05 2 COMMENTS 5.04.06 3 Revised Storm 07.17.06 4 VDOT Cmmnt 08.04.06 a - I C) •• o E z � 0 0 0 �----� o Ckf 2 3 4 5 6 7 LD -229 Storm Drain Design Computations 10 11 12 13 14 15.0 16 17 18 18 19 20 21 22 23 w (ft} (ac) (i n/hr) (cfs) (cis) (cfs) ('/') ('/') ('/') (ft) (ft) (cfs) (cfs) ST -28 DI -31B 8 0.33 0.78 0.26 6.5 1.67 1.67 0.031 0.02 0.083 5.29 0.23 95% 1.58 1.58 (cfs) (ft) (ft) (ft) 0.09 ST -27 DI -313 8 0.33 0.80 0.26 6.5 1.72 1.72 0.031 0.02 0.083 5.39 0.23 94% 1.62 1.62 0.10 Route: Abington Place County: Albemarle Description: Pipe Calculations 0.20 0.20 Proi. Hollymead Towncenter District: Rivanna From- Point To Point Catch A Runoff Inc Coef AC 0.14 0.08 Accum AC Tot Tc Tot Int Tot Flow Up Inv Dn Inv Pipe Inv Len S Inlet Computations Pipe Dim Pipe Cap Velocity Flow time Inc 1 S7-28 2 ST -27- (ac) 3 0.33 4 0.80 5 0.26 6 0.26 (min) 7 5.0 (in/hr) 8 6.81 (cfs) 9 1.80 EI 10 563.50 El 11 562.90 (ft) % 12 44.0 13 1.36 (in) 14 15 (cfs) 15 7.54 (ftls) 16 2.97 (min) 17 0.25 S7-27 Outfall 0.33 0.80 0.26 0.53 5.2 6.74 3.56 562.73 560.86 89.0 2.10 15 9.35 7.14 0.21 cf� v 0 Q }? U v �-- C % _ C7 � d. ? C7 0 Q H (� a D W -0 c C'1 in C3 S -T-22 B S -T-22A ST -22A ST -22 3.07 0.44 0.75 0.80 2.30 0.35 2.30 2.65 9 9.1 5.83 5.81 13.42 15.41 572.22 570.00 571.41 567.50 44.0 81.6 1.84 3.07 24 24 30.7 51.5 9.45 14.33 0.1 0.1 S7-24 ST -23 0.31 0.80 0.25 0.25 5 6.81 1.69 569.86 566.66 160.0 2.00 15 11.9 3.2 0.8 S7-23 S T-22 0.30 0.80 0.24 0.49 5.4 6.70 3.27 566.47 566.31 8.0 2.00 15 11.9 8.18 0.0 S -22 ST -21 0.14 0.75 0.11 3.25 9.2 5.79 18.79 560.89 559.83 105.5 1.00 24 29.5 6.82 0.3 S7-21 ST -20A 0.08 0.70 0.06 3.30 9.5 5.73 18.94 559.38 559.22 32.0 0.50 30 37.7 4.76 0.1 S7 -20A S7-20-2 S7-20-1 ST -20-1 ST -20-1 ST -20 0.09 0.40 0.23 0.75 0.68 0.72 0.07 0.27 0.17 3.37 0.27 3.81 9.6 5 9.8 5.71 6.81 5.67 19.25 1.85 21.58 559.12 560.66 558.64 558.74 560.50 558.16 76.0 32.0 97.0 0.50 0.50 0.50 30 15 36 37.8 5.9 47.1 5.79 4.30 5.63 0.2 0.1 0.3 S7-20 STA 9 0.00 0.00 0.00 3.81 10.1 5.61 21.37 559.38 559.22 32.0 0.50 30 37.7 4.61 3 0.1 S -T 19 E STA 9D 1.70 0.80 1.36 1.36 5.0 6.81 9.26 580.81 579.93 44.0 2.00 18 14.9 8.90 0.1 S7 -19D STA 9CC 0.21 0.90 0.19 1.55 5.1 6.79 10.51 578.33 577.51 41.0 2.00 18 14.9 9.16 0.1 S 1T-19 C C STA 9C 0.00 0.00 0.00 1.55 5.2 6.77 10.48 574.52 572.40 105.8 2.00 18 14.9 6.45 0.3 S7 -19C S 1T-19 B STA 9B ST -1 9A 0.35 0.29 0.80 0.85 0.28 0.25 1.83 2.08 5.4 5.5 6.69 6.67 12.23 13.85 570.40 567.05 569.70 565.00 32.0 97.7 2.19 2.10 18 24 15.5 32.8 9.77 10.04 0.1 0.2 S 1T -19A STA 9 0.45 0.85 0.38 2.46 5.6 6.63 16.29 562.25 562.03 18.0 1.22 24 32.3 10.33 0.0 0 CL 0 DI -313 6 0.21 0.90 0.19 40�� 4.0 0.76 •}� a. R 0.083 S 1T-19 O utfa I I 0.03 0.90 0.03 6.29 9.9 5.64 35.52 557.28 556.00 256.5 0.50 36 47.1 7.19 0.6 STT -14A SIT -14 ST -1 4 ST -1 3A 0.19 0.22 0.80 0.70 0.15 0.15 0.15 0.31 5.0 5.1 6.81 6.78 1.04 2.07 546.55 544.75 546.25 538.43 32.5 61.3 0.92 10.30 15 15 8.06 26.95 4.58 13.23 0.1 0.1 SIT -13A STA 3 0.25 0.66 0.17 0.47 5.2 6.75 3.18 535.75 534.85 19.9 4.58 15 17.96 11.12 0.0 SIT -13 Outfall 0.05 0.90 0.05 0.52 5.2 6.75 3.48 534.60 534.00 15.1 3.96 15 16.71 10.81 0.0 .Cn Uo C!) c U U Q' U u? CJ C3 Ci C� C� F- U3 O 0 C3 a S ITA 6 A 0 utfa I I 0.25 0.59 0.15 0.15 5.0 6.81 1.00 540.90 540.00 27.7 3.25 15 15.14 7.1 0.1 0' c � � S lT 18 STA 7 0.35 0.75 0.26 0.26 5.0 6.81 1.79 550.50 550.20 13.7 2.19 18 26.11 7.29 0.0 S 1T-17 STA 6 0.19 0.6 0.11 0.38 5.0 6.80 2.56 546.20 541.65 85.6 5.31 18 31.46 10.78 0.1 SIT -16B STA 6 0.42 0.61 0.26 0.26 5.0 6.81 1.74 542.75 541.98 56.0 1.37 15 7.57 3.03 0.3 SIT -16 STA 5 0.07 0.81 0.06 0.69 5.3 6.72 4.63 541.55 541.30 25.0 1.00 18 10.5 4.28 0.1 SIT -15 O utfa I I 0.12 0.9 0.11 0.80 5.4 6.70 5.34 541.10 541.00 10.2 0.98 18 10.41 5.97 0.0 S 1T-11 ST -1 0 0.60 0.70 0.42 0.42 5.0 6.81 2.86 557.68 557.32 17.9 2.01 15 11.9 8.00 0.0 SIT -10 ST -9 0.29 0.69 0.20 0.62 5.0 6.80 4.22 554.49 552.60 54.0 3.50 15 15.7 4.27 0.2 S IT -9A ST -9 0.11 0.80 0.09 0.09 5.0 6.81 0.60 552.68 552.50 17.9 1.01 15 6.5 4.09 0.1 SIT -9 S T-8 0.04 0.76 0.031 0.74 5.2 6.74 4.98 551.85 551.61 24.1 1.00 15 8.4 4.98 0.1 S 17-8 ST -7 0.13 0.81 0.11 0.84 5.3 6.72 5.67 551.26 550.94 32.0 1.00 15 8.4 7.36 0.1 STT 7B ST -7A 0.37 0.62 0.23 0.23 5.0 6.81 1.56 555.56 555.24 32.3 0.99 15 8.4 2.81 0.2 ST -7A S T-7 0.18 0.77 0.14 0.37 5.2 6.76 2.49 555.14 553.90 91.2 1.36 15 9.8 6.70 0.2 ST -7 ST -6 0.12 0.75 0.09 1.30 5.4 6.70 8.72 549.39 549.21 18.0 1.00 18 13.7 8.22 0.0 ST -6 4 - ST -5 0.00 0.00 0.00 1.30 5.4 6.69 8.70 546.80 541.84 90.8 5.46 18 31.9 5.66 0.3 ST -5A ST -5 0.10 0.80 0.08 0.08 5.0 6.81 0.54 542.09 541.91 18.0 1.00 15 8.4 3.88 0.1 ST -5 ST -4 0.33 0.80 0.26 1.65 5.7 6.61 10.88 539.01 536.34 61.2 4.36 18 28.5 15.10 0.1 S'74 ST -3A 0.08 0.70 0.06 1.70 5.8 6.60 11.22 533.50 53305 15 9 2 83 24 49 4 5 69 0 0 e E L Cq N ap � � oL o>� •Q J a- C o °gym N L .c C Q :3 -V 0 Q O E > O f.. f �6 S p v.� �THOF O � TIMOTHY R. MILLERS- f% CERTIFIATE No. .0 30542 4z- 0 S�0NAL EN Revisions: N0. DESCRIPTION DATE 1 COMMENTS 10.24.05 2 COMMENTS 5.04.06 3 Revised Storm 07.17.06 4 VDOT Cmmnt 08.04.06 a - I C) •• o E z � 0 0 0 �----� o Ckf 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15.0 16 17 18 18 19 20 21 22 23 w (ft} (ac) (i n/hr) (cfs) (cis) (cfs) ('/') ('/') ('/') (ft) (ft) (cfs) (cfs) ST -28 DI -31B 8 0.33 0.78 0.26 6.5 1.67 1.67 0.031 0.02 0.083 5.29 0.23 95% 1.58 1.58 (cfs) (ft) (ft) (ft) 0.09 ST -27 DI -313 8 0.33 0.80 0.26 6.5 1.72 1.72 0.031 0.02 0.083 5.39 0.23 94% 1.62 1.62 0.10 ST -22B DI -313 8 0.44 0.80 0.35 6.5 2.29 2.29 0.02 0.02 0.083 7.2 0.26 91% 2.09 2.09 ST -22A DI -3B 8 0.44 0.80 0.35 6.5 2.29 2.29 0.02 0.02 0.083 7.2 0.26 91% 2.09 2.09 0.20 0.20 ST -20-2 DI -313 10 0.38 0.68 0.26 6.5 1.68 0.04 1.72 0.0194 0.02 NIA 7.8 0.15 78% 1.34 1.34 ST -21 DI -3B 8 0.10 0.75 0.08 6.5 0.49 0.38 0.87 0.019 0.02 N/A 6.1 0.17 85% 0.74 0.74 ST 20-1 DI -313 8 0.21 0.72 0.15 6.5 0.98 0.98 0.0194 0.02 N/A 6.3 0.15 82°x6 0.80 0.80 ST -20A DI -3B 8 0.11 0.75 0.08 6.5 0.54 0.18 0.72 0.019 0.02 N/A 5.7 0.15 91% 0.65 0.65 0.38 0.13 0.18 0.07 ST -1 9E DI -3B 8 0.30 0.80 0.24 6.5 1.56 1.56 0.039 0.02 0.083 4.7 0.21 94% 1.47 1.47 ST -1 9D DI -3B 6 0.21 0.90 0.19 6.5 1.23 1.23 0.039 0.02 0.083 3.9 0.20 87°x6 1.07 1.07 0.09 0.16 ST -1 9C DI -3B 10 0.35 0.80 0.28 6.5 1.82 1.82 0.083 0.02 0.083 3.9 0.20 92% 1.68 1.68 ST -1 9B DI -3B 10 0.29 0.85 0.25 6.5 1.60 1.60 0.083 0.02 0.083 3.5 0.19 95% 1.52 1.52 0.14 0.08 ST -1 9A DI -3B 8 0.28 0.85 0.24 6.5 1.55 1.55 0.029 0.02 0.083 5.1 0.22 97°x6 1.50 1.50 ST -1 9 DI -3B 6 0.05 0.85 0.04 6.5 0.28 0.28 0.040 0.02 N/A 3.5 0.07 93% 0.26 0.26 ST -16A DI -3B 8 0.25 0.59 0.15 6.5 0.96 0.04 1.00 0.02 0.02 NIA 6.33 0.13 81% 0.81 0.81 0.04 0.02 0.19 cc 1- LD 204 Stormwater Inlet Computations ST -16B DI -3B 8 0.42 0.61 0.26 6.5 1.67 1.67 0.02 0.02 N/A 7.67 0.15 86% 1.43 1.43 0.24 0 0 E > 0 0 - cn a� ST -913 ST -3A 0.10 0.80 0.08 0.08 5.0 6.81 0.54 535.00 534.50 15.9 3.14 15 14.9 5.79 0.0 a� 0 - CU 0 a .0 = •o -+ cf� v 0 Q }? U v �-- C % _ C7 � d. ? C7 0 Q H (� a D W -0 c C'1 in C3 U O 20 21 22 23 1 2 3 4 5 6 7 8 9 10 11 12 13 R8 15.0 16 17 18 19 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) ('/') S11 -3A ST -3 0.00 0.00 0.00 1.78 5.8 6.60 11.75 531.55 531.15 41.4 0.97 24 28.9 5.16 0.1 O U 1.03 0.031 0.02 0.083 100% 1.03 0.00 0.24 0.24 0.5 0.5 0.48 0.48 5.71 5.82 SIT -27 DI -3B 8 0.33 S 1T 3 ST -2 0.10 0.80 0.08 1.86 5.8 6.58 12.26 531.05 530.80 25.3 0.99 24 29.2 8.91 0.0 S11-2 ST -1 0.04 0.90 0.04 1.90 5.9 6.57 12.47 526.001 521.751 260.4 1.631 30 68.1 4.38 1.0 SIT 22B DI -3B 8 0.44 0.80 0.35 S 1T-1 jOutfall 3.35 0.85 2.85 4.75 6.9'1 0.02 29.97 520.60f 620.50 15.6 0.641 30 42.7 9.41 0.0 7.03 SIT -22A DI -313 8 0.44 0.80 0.35 4.0 1.41 LD -204 Stormwater Inlet Computations (CHECK STORM) 1.41 0.02 0.02 0.083 100% 1.41 0.39 0.00 0.00 Sag Inlets Only 0.5 0.5 0.54 0.14 7.03 3.34 SIT -21 DI -3B 8 0.10 0.75 0.08 4.0 0.30 0.09 0.39 0.019 0.02 NIA 0Ln 0 0 D I -3B 8 a� 0.75 0.08 4.0 0.33 0.04 0.37 0.019 0.02 N/A 100% 0.37 0.00 0.07 3 LD-229,Storm 3.23 Drain Desi n Com utations 0.5 0.48 5.44 SIT -19E DI -3B 8 0.30 0.80 0.24 4.0 0.96 Cn CN, a 0.039 0.02 E 4-0 0 CL 0 DI -313 6 0.21 0.90 0.19 40�� 4.0 0.76 •}� a. R 0.083 100% 0.76 0.00 0.22 0.5 0.44 4.66 S1T 1 DI -3B 8 0.12 0.75 0.09 Qz I , > 0.38 Q 0.02 Q X>. 0.38 0.07 0.5 0.14 3.28 SIT -8 I DI -3B 10 0.131 0.72 0.091 1 4.01 0.14r-0.511 0.020 0.02 N/A 100% 0.51 0.00 0.08 0.5 a� 3.99 E- . U W °) .Cn Uo C!) c U U Q' U u? CJ C3 Ci C� C� F- U3 O 0 C3 a Cl � U d � 0' c � � 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15.0 16 17 18 18 19 20 21 22 23 w (ft} (ac) (i n/hr) (cfs) (cis) (cfs) ('/') ('/') ('/') (ft) (ft) (cfs) (cfs) ST -28 DI -31B 8 0.33 0.78 0.26 6.5 1.67 1.67 0.031 0.02 0.083 5.29 0.23 95% 1.58 1.58 (cfs) (ft) (ft) (ft) 0.09 ST -27 DI -313 8 0.33 0.80 0.26 6.5 1.72 1.72 0.031 0.02 0.083 5.39 0.23 94% 1.62 1.62 0.10 ST -22B DI -313 8 0.44 0.80 0.35 6.5 2.29 2.29 0.02 0.02 0.083 7.2 0.26 91% 2.09 2.09 ST -22A DI -3B 8 0.44 0.80 0.35 6.5 2.29 2.29 0.02 0.02 0.083 7.2 0.26 91% 2.09 2.09 0.20 0.20 ST -20-2 DI -313 10 0.38 0.68 0.26 6.5 1.68 0.04 1.72 0.0194 0.02 NIA 7.8 0.15 78% 1.34 1.34 ST -21 DI -3B 8 0.10 0.75 0.08 6.5 0.49 0.38 0.87 0.019 0.02 N/A 6.1 0.17 85% 0.74 0.74 ST 20-1 DI -313 8 0.21 0.72 0.15 6.5 0.98 0.98 0.0194 0.02 N/A 6.3 0.15 82°x6 0.80 0.80 ST -20A DI -3B 8 0.11 0.75 0.08 6.5 0.54 0.18 0.72 0.019 0.02 N/A 5.7 0.15 91% 0.65 0.65 0.38 0.13 0.18 0.07 ST -1 9E DI -3B 8 0.30 0.80 0.24 6.5 1.56 1.56 0.039 0.02 0.083 4.7 0.21 94% 1.47 1.47 ST -1 9D DI -3B 6 0.21 0.90 0.19 6.5 1.23 1.23 0.039 0.02 0.083 3.9 0.20 87°x6 1.07 1.07 0.09 0.16 ST -1 9C DI -3B 10 0.35 0.80 0.28 6.5 1.82 1.82 0.083 0.02 0.083 3.9 0.20 92% 1.68 1.68 ST -1 9B DI -3B 10 0.29 0.85 0.25 6.5 1.60 1.60 0.083 0.02 0.083 3.5 0.19 95% 1.52 1.52 0.14 0.08 ST -1 9A DI -3B 8 0.28 0.85 0.24 6.5 1.55 1.55 0.029 0.02 0.083 5.1 0.22 97°x6 1.50 1.50 ST -1 9 DI -3B 6 0.05 0.85 0.04 6.5 0.28 0.28 0.040 0.02 N/A 3.5 0.07 93% 0.26 0.26 ST -16A DI -3B 8 0.25 0.59 0.15 6.5 0.96 0.04 1.00 0.02 0.02 NIA 6.33 0.13 81% 0.81 0.81 0.04 0.02 0.19 ST -1 3A DI -3B 10 0.25 0.66 0.17 6.5 1.07 0.19 1.26 0.02 0.02 N/A 6.9 0.14 86% 1.08 1.08 0.17 -v CD a� ST -16B DI -3B 8 0.42 0.61 0.26 6.5 1.67 1.67 0.02 0.02 N/A 7.67 0.15 86% 1.43 1.43 0.24 LD -204 Stormwater Inlet Computations - SUMP CALCULATIONS Sag Inlets Only 3 Q w o w .n 8 z c co °' Q a� L c- Q o 7 -v CD a� c 0 0 E > 0 0 - cn a� U 4-0 c CL a) a) 4 a. -C W •� s U 0 Q � U cu L o CD a� 0 - CU 0 a .0 = •o -+ cf� v 0 Q }? U v �-- C % _ C7 � d. ? C7 0 Q H (� a D W -0 c C'1 in C3 U O 20 21 22 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15.0 16 17 18 19 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) ('/') C/') (71) (ft} (ft} (cfs) (cfs) (ft) ft SIT -28 DI -3B 8 0.33 0.78 0.26 4.0 1.03 1.03 0.031 0.02 0.083 100% 1.03 0.00 0.24 0.24 0.5 0.5 0.48 0.48 5.71 5.82 SIT -27 DI -3B 8 0.33 0.80 0.26 4.0 1.06 1.06 0.031 0.02 0.083 100% 1.06 0.00 SIT 22B DI -3B 8 0.44 0.80 0.35 4.0 1.41 1.41 0.02 0.02 0.083 100% 1.41 0.00 0.27 0.5 0.54 7.03 SIT -22A DI -313 8 0.44 0.80 0.35 4.0 1.41 1.41 0.02 0.02 0.083 100% 1.41 0.39 0.00 0.00 0.27 0.07 0.5 0.5 0.54 0.14 7.03 3.34 SIT -21 DI -3B 8 0.10 0.75 0.08 4.0 0.30 0.09 0.39 0.019 0.02 NIA 100% SIT -20A D I -3B 8 0.11 0.75 0.08 4.0 0.33 0.04 0.37 0.019 0.02 N/A 100% 0.37 0.00 0.07 0.5 0.14 3.23 0.96 0.00 0.24 0.5 0.48 5.44 SIT -19E DI -3B 8 0.30 0.80 0.24 4.0 0.96 0.96 0.039 0.02 0.083 100% SIT -19D DI -313 6 0.21 0.90 0.19 4.0 0.76 0.76 0.039 0.02 0.083 100% 0.76 0.00 0.22 0.5 0.44 4.66 S1T 1 DI -3B 8 0.12 0.75 0.09 4.0 0.36 0.02 0.38 0.020 0.02 N/A 100% 0.38 0.00 0.07 0.5 0.14 3.28 SIT -8 I DI -3B 10 0.131 0.72 0.091 1 4.01 0.14r-0.511 0.020 0.02 N/A 100% 0.51 0.00 0.08 0.5 0.16 3.99 ST -16 DI -36 8 0.07 0.81 0.06 6.5 0.37 0.24 0.61 0.02 0.02 NIA 5.26 0.11 94°k 0.57 0.57 0.04 ST -15 DI -36 8 0.12 0.9 0.11 6.5 0.70 0.02 0.72 0.02 0.02 N/A 5.6 0.11 90°r6 0.647 0.647 0.07 4 LD -204 Stormwater Inlet Com utations SUMP CALCULATIONS ST -11 DI -36 6 0.60 0.70 0.42 6.5 2.73 2.73 0.111 0.02 0.083 4.8 0.22 53°r6 1.45 1.45 1.28 ST -9 DI -31B 10 0.04 0.76 0.03 6.5 0.20 1.28 1.48 0.020 0.02 N/A 7.3 0.15 82°% 1.21 1.21 0.27 ST 5 DI -36 8 0.33 0.80 0.26 6.5 1.72 0.27 1.99 0.150 0.02 0.083 3.2 0.18 71% 1.42 1.42 0.57 ST -4 DI -36 10 0.09 0.70 0.06 6.5 0.41 0.57 0.98 0.040 0.02 N/A 5.5 0.11 84°r6 0.83 0.83 0.15 ST -9A DI -36 8 0.11 0.80 0.09 6.5 0.57 0.57 0.020 0.02 N/A 5.1 0.10 95% 0.54 0.54 0.03 ST -SA DI -31B 10 0.10 0.80 0.08 6.5 0.52 0.03 0.55 0.150 0.02 N/A 3.5 0.07 84% 0.46 0.46 0.09 ST -31B DI -36 6 0.20 0.80 0.16 6.5 1.04 0.17 1.21 0.025 0.02 WA 6.5 0.13 58% 0.71 0.71 0.51 ST -3 DI -36 6 0.20 0.80 0.16 6.5 1.04 0.75 1.79 0.053 0.02 N/A 6.6 0.12 42% 0.75 0.75 1.03 �3 � �' . Q ST -7A DI -36 8 0.18 0.62 0.11 6.5 0.73 0.73 0.020 0.018 N/A 5.7 0.11 91°Ao 0.66 0.66 0.06 ST -7 DI -38 8 0.12 0.81 0.10 6.5 0.63 0.06 0.70 0.020 0.02 N/A 5.5 0.11 91% 0.63 0.63 0.06 o ST -76 DI -36 8 0.37 0.62 0.23 6.5 1.49 1.49 0.020 0.018 NIA 7.5 0.15 71% 1.06 1.06 0.43 a' IST -8 I DI -36 101 0.13 .0.811 0.11T 1 6.51 0.681 0.431 1.11 0.020 0.02 NIA 6.6 0.13 89°6 0.99 0.99 0.12 Sheet No: 2 LD -204 Stormwater Inlet Computations(CHECK STORM RS 0 � 3 Q w o w •ct � a � � Q � U cf� O � ct ST -16 DI -36 8 0.07 0.81 0.06 6.5 0.37 0.24 0.61 0.02 0.02 NIA 5.26 0.11 94°k 0.57 0.57 0.04 ST -15 DI -36 8 0.12 0.9 0.11 6.5 0.70 0.02 0.72 0.02 0.02 N/A 5.6 0.11 90°r6 0.647 0.647 0.07 4 LD -204 Stormwater Inlet Com utations SUMP CALCULATIONS ST -11 DI -36 6 0.60 0.70 0.42 6.5 2.73 2.73 0.111 0.02 0.083 4.8 0.22 53°r6 1.45 1.45 1.28 ST -9 DI -31B 10 0.04 0.76 0.03 6.5 0.20 1.28 1.48 0.020 0.02 N/A 7.3 0.15 82°% 1.21 1.21 0.27 ST 5 DI -36 8 0.33 0.80 0.26 6.5 1.72 0.27 1.99 0.150 0.02 0.083 3.2 0.18 71% 1.42 1.42 0.57 ST -4 DI -36 10 0.09 0.70 0.06 6.5 0.41 0.57 0.98 0.040 0.02 N/A 5.5 0.11 84°r6 0.83 0.83 0.15 ST -9A DI -36 8 0.11 0.80 0.09 6.5 0.57 0.57 0.020 0.02 N/A 5.1 0.10 95% 0.54 0.54 0.03 ST -SA DI -31B 10 0.10 0.80 0.08 6.5 0.52 0.03 0.55 0.150 0.02 N/A 3.5 0.07 84% 0.46 0.46 0.09 ST -31B DI -36 6 0.20 0.80 0.16 6.5 1.04 0.17 1.21 0.025 0.02 WA 6.5 0.13 58% 0.71 0.71 0.51 ST -3 DI -36 6 0.20 0.80 0.16 6.5 1.04 0.75 1.79 0.053 0.02 N/A 6.6 0.12 42% 0.75 0.75 1.03 �3 � �' . Q ST -7A DI -36 8 0.18 0.62 0.11 6.5 0.73 0.73 0.020 0.018 N/A 5.7 0.11 91°Ao 0.66 0.66 0.06 ST -7 DI -38 8 0.12 0.81 0.10 6.5 0.63 0.06 0.70 0.020 0.02 N/A 5.5 0.11 91% 0.63 0.63 0.06 o ST -76 DI -36 8 0.37 0.62 0.23 6.5 1.49 1.49 0.020 0.018 NIA 7.5 0.15 71% 1.06 1.06 0.43 a' IST -8 I DI -36 101 0.13 .0.811 0.11T 1 6.51 0.681 0.431 1.11 0.020 0.02 NIA 6.6 0.13 89°6 0.99 0.99 0.12 Sheet No: 2 LD -204 Stormwater Inlet Computations(CHECK STORM RS 0 - N, `^=~ -- ..___----- _ -~ NI, / ~- \ / - /------------------------ N. / \ 540 /-_ IN,/ / ^ NN -rN. \ ` ' jr ~ ` ~_ ~- / _~_ �` `� .~ � ``~^ � ~� � N. _ N,. -^ � �^ le � > � '� N. %\ / � _ �_ _ __ _ _ .01 N. IN .01 -� - ~- - — ~ � ` IN, - _ - � �� ~ � \`� \ / / / / ', ~%%� -- --�-rr-__ � ` - -�' ~- ~ -- -�7 ~- --- -- � /%\1 Existing Structure / ^~^ ~ ` `� ,` , - -`�� // N. - %N. \ � -`�/-`� / /�~ '~-~- ~~� ~ -~ �`-''l _~ _. -^ -- -^ -~ -~ __ �� ^ To Be Removed ^^'/^ - ~�^ ~ -- -- -- ``~_ ~--- -�~ ��� _~~ \ ~- � \ ^7 \ r^' ` \ / ~�~ ~ \ ` ~ // ---- ! -- -- -- `. ``_ �. / -~/ --~- ` ` ---------- ~~ ``� � \ �� ~�./ � � ~~ �� �r��--� � \ \ \ \ \ \ ` / �� �� —_ _ �� \ \\ \ �� ��~ / ' | % ~ � -~ ~''� ^ � --` � ' ~- �-' `�'~ _.~--�� -~~ . � \ // / ~_ ~� .�.�- ~`` Existing Structure,^-` ` � %\� _--------� \ \ | \\ / To Be Removed `^ '^ \ \ i \ \ / � ~� - � � ) ~``~ �`~ `� ^- -- -- -- `` \ \ \ \ -\ ` \ / /^ `'�~ ^�~ � �� \N1, spot*, ~. -'� `^ � '} � ~ ` N\ �� � '' `` `N� -' `�^' ~~`. \ /� ` / \ \-�\ \ / / / /^ `-, ~~~. �� �`~ `` ,'~' -~ ,� - � `` It i .17 .01 � / ` ` . . �~"*� - ' ~' ~- ` � \ ' ` � ' ~^^'� ~~~'~'~ Remove Ile ~ ' - ~ -- ' ) ' ' ^ ^ = ~ \ / ' / le le oe /ool loo, 01, le NIle oe ooll % Oo, ... . ...... Loe'kwood Drive ------ ele, . . ... ..... 1681 Public RIW I ---- - -- ----- - ---- NONE Existing Sediment Basin To Be Removed If I 30 U UU GO` 90 SCALEA 30 _--_ .101 It i .17 .01 � / ` ` . . �~"*� - ' ~' ~- ` � \ ' ` � ' ~^^'� ~~~'~'~ Remove Ile ~ ' - ~ -- ' ) ' ' ^ ^ = ~ \ / ' / le le oe /ool loo, 01, le NIle oe ooll % Oo, ... . ...... Loe'kwood Drive ------ ele, . . ... ..... 1681 Public RIW I ---- - -- ----- - ---- NONE Existing Sediment Basin To Be Removed If I 30 U UU GO` 90 SCALEA 30 C 0. :3 — C > 0 ri V1, VA; TIMOTHY R. MILLER CERTIACATE No. -.0 30542 ONAL Revisions: N 0. DESCRIPTION DATE 3 Phase 1 10.06.05 6 Revised Storm 07.17. CL Cn CD 0 0 LL_ Cn Ile Cow') Cn ca -cc C-4 C1 Cf) E, C) E-4 <4 U) P-4 (D A) p ---q 0 Sheet No: DRAWING INDEX 1 of 19 COVER SHEET 2 of 19 EXISTING SITE CONDITIONS -3 of 19 SITE PLAN 4 of 19 GRADING AND UTILITY PLAN 5 or 19 FINE GRADING PLAN 6 of 19 FINE GRADING PLAN 7 of 19 FINE GRADING PLAN 8 of 19 FINE GRADING PLAN 9 of 19 OFFSITE AREA, BIO-FITLERS, & VICINITY MAP 10 of 19 STORM PROFILES 11 of 19 STORM CALCS & SCHEDULES 12 of 19 SANITARY PROFILES 13 of 19 WATERLINE PROFILES & DETAILS 14 of 19 UTILITY/ROAD DETAILS 15 of 19 LANDSCAPE PLAN 16 of 19 LANDSCAPE/GREENWAY DETAILS 17 of 19 LANDSCAPE DETAILS 18 of 19 CONTEXT PLAN 19 of 19 CRITICAL SLOPES LEGEND F INAL SITE DEVELOPMENT PLANS FOR AB I NGIFIDN PLACEP1ASE I AT HOLLYMEAD TOW.N.CENTER TM.& 32 PARCEL 46 DB 2685 PAGE 296 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA BFE Basement Floor Elevation 500 Existing Contour BOA Blow Off Assembly 3.88 AC. 16.8 Existing Critical Slopes ARV Air Release Volve-Existing ........ Storm Sewer BPD Backflow Prevention Device �-; Existing Sanitary Sewer DEP Drainage Easement Private 500 New Contour DI Ductile Iron 2.05 AC. 8.9 OWNER: FHA Fire Hydrant Assembly x50.00 New Spot Elevation FFE Finished Floor Elevation ' New Concrete GFE Garage Floor Elevation CHARLOTTESVILLE, VA 22911 Ne U U GV Gate Valve DEVELOPER: New Stamped Concrete BV Butterfly Valve 0 (Cobble Pattern) HDPE Corrogated Plastic Pipe � New Stamped Concrete MH Manhole ZONING: (Brick Pattern) PDE Public Drainage Easement RCP Reinforced Concrete Pipe New Painted Crosswalk YD Yard Drain TOTAL ACREAGE FOR PARCEL 46: 23.16 ACRES. New Asphalt SCC New Stormwater Conveyance Channel � New Storm Sewer MAGISTERIAL DISTRICT: RIO Benchmark New Sanitary Sewer fior Power Pole O New Water Meter 0 4p New Light Pole IF New Window Well =6-g-19 New Guardrail o New Bike Lane 0_o- Building Setback Line * � New Fence � New Bench EC -2 Blanket Matting MAXIMUM BUILDING HEIGHT: 50' WITH MAXIMUM OF 3 STORIES FACING STREET. New Seating Wall CURRENT USE: VACANT EC -3 Type A PROPOSED USE: 88 TOWNHOUSES (Units Shall Be Sold) 0 Grass I SITE DATA I AREA SUMMARY LEGAL REFERENCE: TM 32 PARCEL 46 PHASE 1 LOTS ...................... 4.90 AC. 21.2 0 PHASE 2 ............................... O 3.88 AC. 16.8 SOURCE OF TITLE FOR PARCEL 46: OPEN SPACE A ..................... 5.80 AC. 25.0 DB 2685 PAGE 296 OPEN SPACE B ..................... 0.09 AC. 0.4 PB 1970 PAGE 113 PRIVATE RIGHT OF WAY ....... 0.09 AC. 0.4 PUBLIC RIGHT OF WAY ........ 2.05 AC. 8.9 OWNER: OPEN SPACE D (SWM -2) ... 4.43 AC. 19.0 TRIBAL PROPERTIES LLC. RESIDUE OF PARCEL 46 ...... 1.92 AC. 8.4 C/O 170 SOUTH PANTOPS DR. TOTAL............... ..................... m 23.16 AC. CHARLOTTESVILLE, VA 22911 Ne U U 3 •3 DEVELOPER: O a � SOUTHERN DEVELOPMENT 0 0 C/O 170 SOUTH PANTOPS DR. w Q o CHARLOTTESVILLE, VA 22911 ZONING: PD -MC PLANNED DEVELOPMENT MIXED COMMERCIAL NMD NEIGHBORHOOD MODEL DISTRICT (BY ZMA 02-02) CRI TI CAL SLOPES WAIVER APPROVED 12/13/2005 oa TOTAL ACREAGE FOR PARCEL 46: 23.16 ACRES. GROSS RESIDENTIAL DENSITY: 88 UNITS/23.16 = 3.8 DU/ACRE MAGISTERIAL DISTRICT: RIO z SOURCE OF BOUNDARY SURVEY:BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY'S Q BENCHMARK: EDGE OF PAVEMENT ON DEERWOOD DRIVE; ELEV =561.97; USGS DATUM SETBACKS: = FRONT YARD: BUILDING - 5' FROM PUBLIC R/W SIDE YARD: 3' REAR YARD: 3' UNDISTURBED BUFFER: 50' BUFFER FROM STREAM MAXIMUM BUILDING HEIGHT: 50' WITH MAXIMUM OF 3 STORIES FACING STREET. CURRENT USE: VACANT PROPOSED USE: 88 TOWNHOUSES (Units Shall Be Sold) PARKING SCHEDULE: REQUiRED: 2 SPACES PER UNIT x 88 UNITS = 176 SPACES + 1 GUEST SPACE PER 4 UNITS = 22 SPACES TOTAL = 198 SPACES PROVIDED: 2 CAR GARAGE PER UNIT x 88 UNITS = 176 SPACES + PARKING ON PRIVATE STREETS = 47 SPACES 223 SPACES (NO PARKING IN FRONT OF GARAGES ON ALLEYS) LAND USE SCHEDULE: PRE -DEV % POST -DEV BUILDING: 0 SF 0 843227 SF 8.3 PAVED: 0 SF 0 140,500 SF 13.9 PERVIOUS: 1,008,895 SF 100 783,708 SF 77.7 TOTAL: 1,008,895 SF 100 110089895 SF 100 IMPERVIOUS COVER: PRE -DEVELOPMENT 0 SF POST -DEVELOPMENT 321,300 SF BUILDING SCHEDULE: BUILDING # LOT # BUILDING# LOT # 101 1-6 113 80-85 102 7-14 114 86-90 103 15-23 115 91-96 104 Phase 2 116 97-101 105 Phase 2 117 Phase 2 106 Phase 2 118 Phase 2 109 56-60 119 Phase 2 110 61-66 120 132-136 111 67-72 121 126-131 112 73-79 122 118-125 SITE SPECIFIC NOTES 1. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 2. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 3. NO LIGHT FIXTURRE EXCEr DING 3,000 LUMENS SHALL BE INSTALLED ON THE SITE. 3. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. 4. STORMWATER RUNOFF FOR THIS SITE IS MANAGED BY THE REGIONAL STORMWATER MANAGEMENT FACILITY ADJACENT TO TIMBERWOGI BLVD, UPSTREAM OF THE SITE. WATER QUALITY IS MANAGED BY THE FACILITIES SHOWN ON THE PLAN. 5. WATER METERS SHALL BE SIZED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. CG -12 HANDICAP F.'AMPS SHALL BE PROVIDED AT ALL CROSSWALK LOCATIONS. 7. LOTS 80 THROUGH 101 SHALL HAVE GRINDER PUMPS FOR BASEMENT FIXTURES. 1. DO NOT SCALE THESE DRAWING. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRAC-107'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. •/ o 0 00 m Z -06CA co ................... - - -----------------� N��tota 1C �F.N��o m o '9 b o I c co ' ,L"��oo b oo' tf*�00_ I* GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORIT"t'. 4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO ACSA. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AQ DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN_ 2. ALL PAVING, DRAINAGE RELATED MATERI/LS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECFSSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE. INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9. ALL NEW PUBLIC DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. APPROVALS 9-�3 O6 PLANNING DEPARTMENT 5016A5 400Vt ZONING DEPARTMENT INSP TIhNS DEPARTMENT/FIRE OFFICIAL 8()b SERVICE AUTHORITY mpowtm, A IfF ENGINEERING DEPARTMENT 0 b6p oA Yh4AW -zio -.. VIRGINIA DEPARTMENT OF TRANSPORTATION NIh VIRGINIA'HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEW -6-�6 FIRE 0 FICIAL r ++ 1 1 ^v+ ' W I It 1 O b ! C61 y R� 4�q n , + +.+ let Poo -.. 1 11 r � � • Cb SL 80 en cc Co C4 ..- ` + , �NRq 21- i 1 w f t Cb , . �'`` • �� • ``+ � abe ;' �`' awe � �-, w I ; ' • Saw N 4T54'140E _ y • N 5,518'32-E . � N ! y 173.10' N 52.20' s 7141 'E 669, >bv' • _ • • N 3�'0�'44'E . Al 1111111 6 • +.. _ + 1 t 45.437•�) .. _ .._. _ -- z lO O # • Co c¢t vaai a' v N .tvcoo��'b b�Mc �* P. b TH OF TIMOTHY R. MILLER C..) CERTIFTATE No. ,0 30542 �0W11- S�ONAL EN Revisions: NO. DESCRIPTION DATE _ . Z n7 06.05 3 Phase 1 10.06.05 4 Cnty Commnts 02.27.06 5 Cnty Commnts 05.03.06 6 Revised Storm 07.17.06 ' ad 01tc it/ W H 6 Gomm enema looml= 5d 04 8 Lockwood Drive N 48"21'41"E 378.06' mono 58 Public RIF � . _.... _.................... o, Cb%o P C7v0� v # n al x 3 C2) 0 I O cV M � o z v z a� � •o W Q Ki W C o � � o �= M o w m 3 I) Ne U U 3 •3 c� x 3 C2) 0 0LO t - 144- Q Ki C o � � o �= cn w 3 •3 c� O a � U 0 0 0 x C2) 0 � � o w O a � � � a � w w Q o � � oa � z Q = o a heet No: ONN0 M M _Mfflw� _01 l f 1� � v O V) r ` r / r � ffIff r 1 , 1 I I I / rr r f r / -------------------- �nNN�d RL 4--) 0 c N fl m E N � � s c CL U 0 O 0 0 c 0) C i i r �41f,I aN�' 6 �s p va alt cr tNL T H 0oc- o � y TIMOTHY R. MILLER CERTIFICATE No. -0 30542 Q.- S�ONAL �N Revisions: NO. DESCRIPTION DATE 2 Cnty Commnts 07.06.05 3 Phase 1 10.06.05 4 lCnty Commnts 02.27.06 5 lCnty Commnts 05.03.06 6 Revised Storm 07.17.06 ., .I,,- t I .-I . ...., r .� .. ... . . . ... 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I !P,e �� it l��l�► ■.► l-- —EKA �, • �_ \ I • • ., • • 0A�7���r���1 I0��.�..�r;��,7i®e �100 .�e M me M90 /�mmwm-.I-q oil I . -` 02 �1 E � _ O L. 0)` — v Q to N CV �� OL9 QQ —oL U 5>0)no J a ��� C Vj o °�mm 4) 4) 0 � 4-1 LN I- � %M Q � _` U U 0 0 0 — 0 ■ .s 00 > W 0 E 0 .... .. ...,,--.,.%O ,.. rtf) , .11 M_ ,V%% '. I I %_e 0% ". to .1 W Q i _e 4 44 ri,► era �� ..11 1 1.1.;:1,,, �� 7� %00& v'T 9 a al I NTH oJoe. O 4 I 6" A " TIMOTHY R. MILLER ..-IIIIIIIIII` CERTIFICATE No. .0 30542 �CA q- FSG�� S�ONAL EN Revisions: NO. DESCRIPTION DATE 2 Cnty Corn m n is 07.06.05 3 Phase 1 10.06.05 4 Cnty Commnts 02.27.06 5 Cnty Commnts 05.03.06 6 Revised Storm 07.17.06 10- N_ O en � °' z � V ....... I �O U L.L_ IZ ca.� F'■_'I D � m M .� c -0 W NI >0_-_q 3 M 0 U E ---I �� t'- 3 .� O to U) qq: Q M . _4j U F_ V) On (Z Cn (__ '� 0 L_ 3 p L.- a� 1 V C) 0 M D t V t ! ...,� � � .••.�. ``y'} .,,,^�^�^y 'may.` � � ` N N � Q CLI 0 0 Tem orary Asphalt rr J ST- 7 H A Q) W o -----.------ ----- ...... W -�` + � C, � -- � c w ��•� � o 5 Ln E o riv e t � I E i r ri M H bo 00, 0 0 0 0 v D i v tJ ST- ST-7 ��D D v �' D Dv `� ' �' v 1 t` Cyt- D v ` '"``''``_w p v `'''•+.+ D Q �`�� ._ . D t D 'it` D r �' D �' v ` v. D Q v D % (Pif , v 1 - (� a. C� v D v V v D ��.� �+ v i� .v ++,�` v D .,,� D v p ; v D p ;� 0 •� 1 v D v D. v Q o ,� `.., ,� o TIMOTHY R. MILLER f t� _ Q D t - v � CERTIFICATE No. ~`•• � 30542 9Ir 'r •ti v41. f _`__�� ``• SIONAL t Revisions: 5 FE �1. BFE 1562.34_-~563.00�, NO. DESCRIPTION DATE .50 .1 BFE BFE 75 �FE BF .8BFE BFE BFE E �F-� 5 0 E o i �'�-• ,�.. ```�.�\ ' 2 Cn t Com m n is 07.06.05 3 Phase 1 10,06.05 4 Cn t Com m n is 02.27.06 '+� ; t •��� -�.�� 5 Cnt Commnts 05.03.06 Q1.) �`�--- `• 6 Revised Storm 07.17.06 i � v CIAO i CIAO t 1 QL) FFE 5FFE7N.FfUfle92FFE FFE FFE2 9 7 FF 5 7 6 29 7 2 7 F 1 i� f Ev I t D ! f CAO Q i _ 1 f E L---- L---- L--- YD 11-11 0 ep too1 D __(0z) 7L .--------- .�..... v � - •-•-- -- - ---- ......i t ^-•-----�,.` �f•r !j GF FE 7 FE 7 . 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MILLER CERTIFICATE No. D- _._.�._ - --;-` p yrr. v �. ,o 30542 D 0� _.,_.... -~-----••_•-�. '�.. D it' pI mr Ar it OWN � v .•,f, eAdq • ------ v D D F G v 1 Dv s y ANAL v t ! 1 VAp 4 00, Revisions: NO. DESCRIPTION DATE l 2 Cn t Com m n is 07.06.05 1 13 Phase 1 10,0605 . i 1 1 ,f ,� ` 4 Cnt Commnts 02.27. )6 E565900 BFE 5 5. . 4BFE 56 7.0FE 5 0B ! 3.06 BFE 5 .33n mmnts 05.0BFE 55719005 c t coFE 567.67BFE 56 3BFE 569. � BFE. 569.67 BFE 57�. 3.. E ..• BFE .�, 6 Revised Storm 07.17.INS06 ! SZ Z\\D � O00 son - 0 . 1 ............. f / C/I v �ccw C/I .. FE 578.25 � - 74 2FFE F 5 FFE 575.59 F : 57 . � 77 •��.F F 5 .5�r E 57 . FF FE7 .5FE FFE 57 .FFE 5 7FFE 75.5 FFE 58 FFE 5 _N, C�D! YD YD r CAO YD D YD C/) ta N. r r •.,,` ''`may , l .f l" 1 D fr ! GFE 5.00 575 7 E FE �'6 34 5 F 57 7 FE17GFE 73 845 � F ,- G E 77.33 77.67 j7 F. F 74. 5 FE 7 .74 555 G5.5 .. D \ ! r •y. r a CS .� } 'y. D v D t j � •O r r - D D . . r D t D V1 v ` D i O / st v v v p v o + -F- � x 75.85. 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D (.� D , D � _ CSS Q --.-•.._. (� CSS D '``-•-`..,_ � � ue ;000D 6` D \•.`• � -- _ .,_ . ..N7 S7 V00s, --------- N7 y , V00- 0 it ST- 7 NIN C) . ........... - ----------- . ........... ----------- - -------- - - - --------- . .......... I,, it 0 n oj riv e,- % , , •. . M CD C) ST- 7 it 00 t --- + cl- Sheet No. AF v ° v •� v •� p 10 0 10 20 30 SCALE :1 = 10' TOP OF BERM ELEV= C :'--,- ELEV=D�• , n ELEV= A BIO -FILTER LANDSCAPING SPECIES () Barberry (42) X Inkberry (42) r1a n3 Clff Sweet Pepperbush (42) Bio -filter shall be stabilized per note #4, And shall be planted with all three (3) species. An equal quantity of each species shall be planted in the bio -filter. TOP OF EMERGENCY SPILLWAY SIDE SLOPE REGRADED TO 3:1 (MAX) rT-7 - . .. . . .. .... ... . . . ... . . ORIGINAL SEDIMENT TRAP SIDESLOPE PROVIDE PIPES Q 10' O.C. ACROSS ENTIRE WIDTH TOP OF OUTLET STRUCTURE TOP OF BERM � DI -7 OUTLET STRUCTURE 15" HDPE (#l)_ ----2-4-7HDPE INVERT 2 �< WILDFLOWER MIX REFER TO NOTE 4 50� SAND 30� TOPSOIL 20% LEAF MULCH (SAND: 0.0231-0.0411, ASTM C33 FINE) UNDERDRAIN GRAVEL (AASHTO M 43, 1 /2"-1 ") WRAPPED IN FILTER FABRIC REMOVE SILT AND SEDIMENT AFTER FINAL STABILIZATION. REPLACE WITH LOAM OR GRANULAR EARTH FILL. W/WATERTIGHT 0 .P I __ ____ ___ ______ MW I im, �M - - - 0 -MIESM r6% • .• INVERT 1 LOAM OR GRANULAR FILL 4" PERFORATED SCHEDULE 40 PVC PIPE © 1% MIN, SLOPE NOTES: 1. THE BIO -FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED, ACCORDING TO THE WATER RESOURCES PERSONNEL. . 2• THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL BEFORE INSTALLATION OF THE BIO -FILTER. 3. THE BIO -FILTER SOIL MIX MUST BE LUCK BIO -FILTER MIX OR TESTED AND _ APPROVED EQUAL. 4. 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A B C D Outlet 1 2 Length Slope Area Req'd Provided Provided 1 __ - ....2 516.8 520.3 523.0522.0........................ ........................ 521.3 516.5 515.5................ � ............ 86' 1.2%.................. .... 5.6 Ac. 8,674 sf 9,500 sf 96 a ------ 530.5 534.0 536.5 535.5 535.0 530.0 527.5 57' 4.4% 2.3 Ac. 219 21 sf 3,120 sf 30 NOTES: 1. THE BIO -FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED, ACCORDING TO THE WATER RESOURCES PERSONNEL. . 2• THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL BEFORE INSTALLATION OF THE BIO -FILTER. 3. THE BIO -FILTER SOIL MIX MUST BE LUCK BIO -FILTER MIX OR TESTED AND _ APPROVED EQUAL. 4. THE BIO -FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND EC -2 MATTING. BOTH WILL REQUIRE A MINIMUM OF 3 TREE AND SHRUB SPECIES (SEE LIST TO THE RIGHT). PLANTING LOCATIONS SHALL BE PER COUNTY REQUIREMENTS. 5. DURING CONSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE UNDERDRAIN INSTALLATION, APPROVE THE SOIL MIX, AND APPROVE THE COMPLETED INSTALLATION. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. 1 BMP HIO-FII.TER DETAII. S9 Not to Scale \ ✓ ' ,% +`'_+_ 'r-_ .".1 / ,/\ `'' rte !/ ! i ." .-`• • i . 111111111111 ,` __ 11 1�1 ",.,.. / . t %"' . / , . -1-1 !' -Ile ".,�; ,,r I'l ./ . I-, --I r / . ./ ,", _. --' ... . 1, " _,, 1-1 I- I-," / � � ..... ...... I. : . 1 ., 1-1 110�011 ei;�-... . : : .... ..... / / ", ,/./. "" , 1� , '. , __1- ... X . I -,,r > f ./,, .11 ,rr ,/ +. / ./,. el I '.. -�. / e . ./ 11 , ./ - . � __ ... \, '` ` ! '� •� /f - .r' r- ..-•'- ,r `' //' - fes," •' f ...... ..... ...... ... .�'_ !. )% I i %f f '� _ s' _ ...... / 1�, :' . / 5- .--- , - �- / ' / ' ., /` I f 1. 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STOI�1t SE1rER PROFILE ST 16 >188 STORI[ PROFILE ST 16A 535 535 530 �� 4 ���'�� 530 .... ....__;;;_.._.__;11__1.1....................�_ --_, Si 0 1 -5t� HOr$ i =10 Vert S10 1•=50' Horz, 1•=10' Vert 0+00 1 + 00 0+ 00 m i STORI[ RQFU ST 5 > 5A STORM SEER PROFILE ST 3 > B U) � o .. .------- --- -- --- -- -- - - -- P .. - _---- - -- ... .... a-- ---•- - -•---- _-- Si 0 1 =50 Horz, i =10 Vert Si 0 1 =� Hor$, 1 =10 Vert � V_ w 9 a.i o i"�i O +_j Z . � O O i� a Q m m 1 K �, °° Wm �� 3 v 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 0 = U SMM SEWER PROFILE ST 1 -Al -......•......................•----•-----.--..._...-----.-.----.----...-----------------------------------------..•-..._...------......_........_•••------------.--- S 10 1 •=50' Hors, 1 •=10' Vert 3 o LO � o T Q r�i °; o U � Cly 01 Cn C_ C �3 �3 a) 0 o i � C) C) 1_ � 0 rT r-� r V 1 T^ V) E-••� n n F--��-� O U W I W W � U 0 .� w � w w m o � w � � U) U CQ = � � � U) .. w o x O h eet o. r5 -' STORY SEINER PIPE REPORT 811 Storm Sewer Inlet Report Storm Sewer Pipe Report Upstream Inlet Downstream Upstream Inlet Invert Downstream Invert Pipe Information 0' 1.5' LD -204 Stormwater Inlet Computations Grass 1 ST -11 ST -10 557.68 557.32 18' - 15" HPDE @ 2.00% ST -10 ST -9 554.49 552.60 54' - 15" HDPE @ 3.50% ST -9 ST -8 551.85 551.61 24' - 15" HDPE @ 1,00% ST -8 ST -7 551.26 550.94 32' - 15" HDPE @ 1.00% ST -7 ST -6 549.39 549.21 18' - 18" HDPE @ 1.00% ST -6 ST -5 546.80 541.84 Sag Inlets Only ST -5 a� 539.01 536.34 61'- 18" HDPE @ 4.36% ca ST -3A 533.50 533.05 16' - 24" HDPE @ 2.83% ST -3A ST -3 531.55 531.15 41'- 24" HDPE @ 0.97% ST -3 ST -2 531.05 530.80 25' - 24" HDPE @ 0.99% ST -2 ST -1 526.00 521.75 z ST -1 m C 520.60 520.50 4- 2.24 0.010 2.5 C L ST -9A z a) °' o 0.71 ST -7B 559.56 - 8' L a3 > n >, aci ST -7A E O U 553.9 Q DI -313 s °� o 6.40 3.80 a o v �' a`> D U ST -13A 542.19 DI -313 ani +, Q cn ST -313 ST -3A On 534.50 16' - 15" HDPE @ 3.14% DI -3B 6' 6.23 7.79 1.14 EC -2 _ 545.76 DI -3B 8' ST -14A ST -14 546.55 2 32'- 15" HDPE @ 0.9% CKS ST -13A 544.75 538.45 c � ST -13 m � Q E c D iv U v I� c CU a`� .� > + as cc a) r Q E w c n > 0 2 a n U 1 - 2 U 3 14'- 18" HDPE @ 2.2% U of U to C Ci Ci C� g C7 a C7 0 n (/)o a> 10' - 18" HDPE @ 1.0% C1 m Ci -0 = 2 U p v MH -1 ST -16B (ft) 542.75 4 (ac) 5 6 7 8 9 10 11 1 12 13 14 15 16 17 18 19 1 20 21 22 23 g 24 ST -28 DI -313 0.45 8 0.33 0.78 0.26 160'- 15" HDPE @ 2.00% (in/hr) (cfs) (cfs) (cfs) I 8' - 15" HDPE @ 2.00% (T) (T) (T) (ft) (ft) ST -21 (cfs) I (cfs) (ft) (ft) (ft) ST -27 01-38 559.12 8 0.33 0.80 0.26 558.64 4.0 1.03 ST -20 1.031 0.016 0.031 0.02 0.083 3.66 0.19 100% 1.03 0.00 571.23 DI -313 8' 0.090 ST -22B ST -22A 572.22 571.41 44' - 24" RCP @ 1.84% ST -22A 4.0 1.06 567.50 1.06 0.016 0.031 0.02 0.083 3.74 0.19 100% 1.06 0.00 36' - 15" HDPE @ 0.5% 7.51 ST -22B ST 1311-313 DI 0.64 8 0.44 0.80 0.35 581.81 4.01.41 ST -19E ST -19D 1.41 0.016 0.02 0.02 0.083 5.5 0.23 100% 1.41 0.00 574.52 572.30 -22A -313 ST -196 8 0.44 0.80 0.35 ST -19A 4.0 1.41 98'- 24" RCP @ 2.10% 1.41 0.016 0.02 0.02 0.083 5.5 0.23 100% 1.41 0.00 0.00 0.00 ST -20-2 ST 5-3B 5.61 10 0.38 0.68 0.26 44' -15" RCP @ 1.3% 4.0 1.03 0.02 1.06 0.016 0.0194 0.02 N/A 6.5 0.13 93% 0.96 0.09 Outfall -21 ST -20-1 DI -3B DI 0.65 8 0.10 0.75 0.08 3.61 4.0 0.30 0.09 0.39 0016 . . 0019 002 . N/A . 45 0.09 100% 0.39 0.00 0.120 0.030 0.010 0.090 0.120 7.5 7.5 7.5 7.5 7.5 ST -20A -36 DI -36 0.43 0.45 0.46 JOA 8 8 0.21 0.72 0.15 0.90 EC -3, Type A 1.18 EC -3, Type A 1.46 EC -3, Type A 0.97 EC -3, Type A 0.95 EC -3, Type A 4.0 0.60 572.40 0.60 0.016 0.0194 0.02 N/A 5.3 0.11 94% 0.57 0.04 0.28 1.83 5.4 6.69 12.23 570.40 0.11 0.75 0.081 18 4.0 0.33 0.04 0.37 0.016 0.019 0.02 N/A 6.3 0.13 100% 0.37 0.00 565.00 562.03 97.7 18.0 ST -19E ST -19D DI -3B DI 32.8 32.3 8 0.30 0.80 0.241 N/A 4.0 0.96 82°A 0.961 0.016 0.039 0.02 0.083 3.21 0.18 100% 0.96 0.00 0.11 ST -19 ST -19C -36 DI -36 0.90 6 10 0.21 0.35 0.90 0.19 35.52 4.0 0.76 256.5 0.761 0.016 0.039 0.02 0.083 2.51 0.17 98% 0.74 0.02 0.96 0.039 ST -19B DI -3B 10 0.29 0.80 0.85 0.28 0.25 0.24 4.0 1.12 1.121 0.016 0.083 0.02 0.083 2.5 0.17 100% 1.12 0.00 8 ST -19A DI -313 0.24 8 0.28 0.85 0.24 0.80 4.0 0.99 5.0 0.991 0.016 0.083 0.02 0.083 2.1 0.16 100% 0.99 0.00 ST -14 ST -13A 0.22 0.70 0.151 0.31 5.1 6.78 2.07 544.75 4.0 0.95 10.30 0.951 0.016 0.029 0.02 0.083 5.8 0.24 98% 0.93 0.02 5.2 6.75 ST -19 DI -3B 534.85 6 0.05 0.85 0.041 11.12 4.0 0.17 Outfall 0.171 0.016 0.040 0.02 N/A 2.91 0.06 100% 0.17 0.00 3.96 15 ST -16A DI -3B 0.0 8 0.25 0.59 0.151 6.5 4.0 0.59 0.00 0.591 0.016 0.02 0.02 N/A 5.19 0.10 949/6 0.56 0.04 3.99 ST -13A DI -36 10 0.25 0.66 0.17 4.0 0.66 0.04 0.70 0.0160.02 0.02 0.02 N/A 5.54 0.13 99% 0.69 0.00 6.81 1.00 ST -16B DI -3B 27.7 8 0.42 0.61 0.26 0.1 4.0 1.02 0.28 1.02 0.016 0.02 0.02 N/A 6.38 0.13 80% 0.82 0.20 0.02 ST -16 ST DI -3B DI ST -18 ST -17 8 0.07 0.81 0.06 0.26 0.38 4.0 0.23 0.20 0.43 0.016 0.02 0.02 N/A 4.61 0.13 99% 0.428 0.00 -15 -3B 8 0.12 0.9 0.111 0.25 4.0 0.43 0.00 0.43 0.016 0.02 0.02 N/A 4.6 0.09 99% 0.43 0.00 1.74 542.75 ST -14A DI -36 1.37 6 0.19 0.80 0.151 4.0 0.61 0.61 0.016 0.028 0.02 0.083 2.1 0.16 100% 0.61 0.00 ST -11 DI -3B ST -15 Outfall 6 0.60 0.70 0.42 5.3 5.4 4.0 1.68 541.55 541.10 1.68 0.016 0.111 0.02 0.083 2.9 0.18 65% 1.09 0.59 0.14 86% ST -9 DI -36 0.17 10 0.04 0.76 0.03 4.0 0.12 0.59 0.711 0.016 0.020 0.02 N/A 5.6 0.11 989/6 0.70 0.01 557.681 554.49 557.32 552.60 ST -5 DI -3B 15 15 8 0.33 0.80 0.26 ST -9 4.0 1.06 0.01 1.07 0.016 0.150 0.02 0.083 1.8 0.16 85% 0.91 0.16 4.09 0.1 ST -4 DI -313 1.43 10 0.09 0.70 0.06 4.0 0.25 0.16 0.41 0.016 0.040 0.02 N/A 4.0 0.08 100% 0.41 0.00 0.03 n,11 0.74 0.84 ST -9A DI -3B 4.98 5.67 8 0.11 0.80 0.09 15 15 4.0 0.35 0.1 0.1 0.35 0.016 0.020 0.02 N/A 4.3 0.09 100% 0.35 0.00 0.02 0.02 ST -5A DI -3B 0.11 10 0.10 0.80 0.08 0.37 0.18 4.0 0.32 0.23 0.37 0.321 0.016 0.150 0.02 N/A 2.8 0.06 97% 0.31 0.01 0.2 0.2 ST -38 DI -36 6 0.10 0.80 0.08 4.0 0.32 0.00 0.321 0.016 0.025 0.02 N/A 4.0 0.08 93% 0.30 0.02 1.30 1.30 5.41 5.4 ST -3 DI -3B 549.391 546.80 6 0.10 0.80 0.08 13.7 31.9 4.0 0.32 0.03 0.351 0.016 0.053 0.02 N/A 3.6 0.07 82% 0.29 0.06 0.20 1.281 1.48 0.0_20 0.02 N/A ST -5A ST -5 0.10 0.80 0.08 0.08 5.0 6.81 0.54 542.09 541.91 18.0 1.00 15 8.4 3.88 0.1 6.5 1.72 ST -7A DI -3B 0.1x0 8 0.18 0.77 0.14 71% 4.0 0.55 0.57 0.551 0.016 0.018 0.02 N/A 5.2 0.10 96% 0.53 0.02 5.7 5.8 6.61 6.60 ST -7 D1-313 536.34 533.05 8 0.12 0.75 0.09 15.10 5.69 4.0 0.36 0.02 0.381 0.016 0.020 0.02 N/A 4.4 0.09 100% 0.38 0.00 3.14 15 14.9 5.79 0.0 ST -3A ST -3 ST -2 ST -1 ST -3 ST -2 ST -1 Outfall 0.00 0.10 0.04 3.35 0.00 0.80 0.90 0.85 0.001 0.08 0.04[-1.90 2.856.32 1.78 1.86 5.8 5.8 5.9 6.60 6.58 6.57 11.75 12.26 12.47 29.97 531.55 531.05 526.00 520.60 531.15 530.80 521.75 520.50 41.4 25.3 260.4 15.6 0.97 0.99 1.63 0.64 24 24 30 30 28.9 29.2 68.1 42.7 5.16 8.91 4.38 9.41 0.1 0.0 1.0 0.0 0.11 0.80 0.09 ST -7B 51-3B 0.57 8 0.37 0.62 0.23 N/A 4.0 0.92 95°x6 0.92 0.016 0.018 0.02 N/A 6.3 0.13 85% 0.78 0.14 0.10 0.80 ST -8 DI -3B 6.5 10 0.13 0.81 0.111 0.02 4.0 0.42 0.14 0.56 0.016 0.020 0.02 N/A 7.3 0.15 100% 0.56 0.00 6 0.20 0.80 0.16 6.5 1.04 0.17 1.21 0.02.5 0.02 N/A 6.5 0.13 58% 0.71 0.71 0.51 ST -3 DI -3B 6 ST -13 DI -3B 0.16 6 0.05 0.90 0.05 1.79 4.0 0.18 0.00 0.18 0.016 0.02 0.02 N/A 3.33 0.07 100% 0.18 0.00 ST -2 DI -3B 6 0.04 0.90 0.04 4.0 0.14 0.00 0.14 0.016 0.053 0.02 N/A 3.0 0.06 97% 0.14 0.00 ST -7A DI -3B 8 0.18 0.62 0.11 6.5 0.73 0.73 0.020 0.018 N/A 5.7 0.11 91% 0.66 0.66 0.06 ST -7 S F -29R DI -3C 8 8 0.16 0.90 0.141 6.5 4.0 0.58 0.70 0.58 0.016 0.002 0.02 0. 1,133 6.4 0.25 100% 0.58 0.00 ST -29L DI -3C 8 0.09 0.90 0.081 4.0 0.32 0.321 0.016 0.002 0.02 0.083 4.3 0.21 100% 0.32 0.00 ST ?9 DI -3C DI -3B 8 0.25 0.90 0.23 0.23 4.0 0.900.90 1.49 6016 0.002 0.02 0083 7.51 0.15 71%1 0.90 1.061 0.23 0.5 0.46 5.21 ST -30R DI -3C ST -8 80.11 0.90 0.10 0.81 4.0 0.40 0.40 0.016 0.002 0.02 0.083 5.1 0.22 100% 0.4 0.00 0.991 0.12 1 ST -30L DI -3C 8 0.141 0.90 0.13 4.0 0.50 0.50 0.016 0.002 0.02 0.083 5.9 0.24 100% 0.51 0.00 ST -30 DI -3C 8 0.251 0.90 0.23 4.0 0.90 0.90 0.016 0.002 0.02 0.083 0.901 1 0.23 0.5 0.46 5.21 r5 -' STORY SEINER PIPE REPORT 811 Storm Sewer Inlet Report Storm Sewer Pipe Report Upstream Inlet Downstream Upstream Inlet Invert Downstream Invert Pipe Information 0' 1.5' 20+00 to 22+00 Grass 1 ST -11 ST -10 557.68 557.32 18' - 15" HPDE @ 2.00% ST -10 ST -9 554.49 552.60 54' - 15" HDPE @ 3.50% ST -9 ST -8 551.85 551.61 24' - 15" HDPE @ 1,00% ST -8 ST -7 551.26 550.94 32' - 15" HDPE @ 1.00% ST -7 ST -6 549.39 549.21 18' - 18" HDPE @ 1.00% ST -6 ST -5 546.80 541.84 95'- 18" HDPE @ 5.47% ST -5 ST4 539.01 536.34 61'- 18" HDPE @ 4.36% ST -4 ST -3A 533.50 533.05 16' - 24" HDPE @ 2.83% ST -3A ST -3 531.55 531.15 41'- 24" HDPE @ 0.97% ST -3 ST -2 531.05 530.80 25' - 24" HDPE @ 0.99% ST -2 ST -1 526.00 521.75 264' - 30" HDPE @ 1.63% ST -1 Outfall 520.60 520.50 16'- 30" HDPE @ 0.64% 2.24 0.010 2.5 ST -9A 556.60 ST -9A ST -9 552.68 552.5 18'- 15" HDPE @ 1.00% 0.71 ST -7B 559.56 DI -3B 8' ST -7B ST -7A 555.56 555.24 32'- 15' HDPE @ 1.00% ST -7A ST -7 555.14 553.9 91' -15" HDPE @ 1.40% DI -313 10' 572.22 6.40 3.80 ST -5A ST -5 542.09 541.91 18' - 15" HDPE @ 1.00% ST -13A 542.19 DI -313 10' ST -14 ST -313 ST -3A 535.00 534.50 16' - 15" HDPE @ 3.14% DI -3B 6' 6.23 7.79 1.14 EC -2 ST -15 545.76 DI -3B 8' ST -14A ST -14 546.55 546.25 32'- 15" HDPE @ 0.9% ST -14 ST -13A 544.75 538.45 61' - 15" HDPE @ 10.4% ST -13A ST -13 535.76 534.85 20'- 15" HDPE @ 4.6% ST -13 Outfall 534.60 534.00 15' - 15" HDPE @ 4.0% 0.576 1.95 8.4 4.4 ST -16A 51_182 DI -315 8' 160.0 0.43 ST -18 ST -17 550.50 550.20 14'- 18" HDPE @ 2.2% ST -17 ST -16 548.20 541.65 90'- 18" HDPE @ 5.3% ST -16 ST -15 541.55 541.30 25' - 18" HDPE @ 1.0% ST -15 Outfall 541.10 541.00 10' - 18" HDPE @ 1.0% DI -36 8' ST -22 572.30 MH -1 ST -16B ST -16 542.75 541.98 60'- 15" HDPE @ 1.4% ST-24 573.50 DI -7 -- -ST-22A 9.89 ST -16A Outfall 540.90 540.00 30' - 15" HDPE @ 3.3% DI -3B 8' ST -226 580.07 DI -3B 8' 14 13 0.20 0.45 ST -24 ST -23 569.86 566.66 160'- 15" HDPE @ 2.00% ST -23 ST -22 566.47 566.31 8' - 15" HDPE @ 2.00% ST -22 ST -21 560.89 559.83 105' - 24" HDPE @ 1.00% ST -21 ST -20A 559.38 559.22 32' - 30" HDPE @ 0.50% ST -20A ST -20-1 559.12 558.74 76' - 30" HDPE @ 0.50% ST -20-1 ST -20 558.64 558.16 97' - 36" HDPE @ 0.50% ST -20 ST -19 558.06 557.38 136'- 36" HDPE @ 0.50% ST -19 Outfall 557.28 556.00 255' - 36" RCP @ 0.50% ST -28 571.23 DI -313 8' 0.090 ST -22B ST -22A 572.22 571.41 44' - 24" RCP @ 1.84% ST -22A ST -22 570.00 567.50 82' - 24" RCP @ 3.07% 11 10 0.24 0.45 0.108 ST -20-2 ST -20-1 564.00 560.50 36' - 15" HDPE @ 0.5% 7.51 0.05 32.0 0.64 5.49 Inlet ST -19E 582.11 581.81 10' - 18" RCP @ 4.00% ST -19E ST -19D 580.81 579.93 44' - 18" RCP @ 2.00% ST -19D ST-19CC 578.33 577.51 41' - 18" RCP @ 2.00% ST-19CC ST -19C 574.52 572.30 106' - 18" RCP @ 2.10% ST -19C ST -196 570.40 569.70 32' - 18" RCP @ 2.19% ST -19B ST -19A 567.05 565.00 98'- 24" RCP @ 2.10% ST -19A ST -19 562.25 562.03 18' - 24" HDPE @ 1.20% 5.63 0.3 S T-20 ST -19 0.00 0.00 0.00 3.81 10.1 5.61 ST -28 ST -27 564.00 563.43 44' -15" RCP @ 1.3% ST -27 Outfall 562.90 560.97 89' - 15" RCP @ 2.2% r5 -' STORY SEINER PIPE REPORT 811 6 STORY SEM INLET_ REPORT Shoulder Where applicable /j anne STORMWATER CONVEYANCE CHANNELS Storm Sewer Inlet Report W Structure Number Rim Elevation Structure Type Structure Length 0' 1.5' 20+00 to 22+00 Grass 1 0' ST -1 525.75 M H-1 -- 0' ST-2 538.19 DI -313 6' DEP ST -3 538.21 DI -36 6' ST -3A 539.64 MH -1 - ST -4 540.43 DI -3B 10' ST -5 546.01 DI -313 8' ST -6 555.80 MH -1 -- ST-7 557.90 DI -313 8' ST -8 557.90 DI -313 8' ST -9 556.60 DI -313 10' ST -10 559.50 DI -7 -- ST-11 562.68 DI -36 6' 0.32 Grass 21 20 0.80 ST -313 540.75 DI -36 6' 5.0 2.24 0.010 2.5 ST -9A 556.60 DI -3B 8' a) a 6.60 2.97 0.71 ST -7B 559.56 DI -3B 8' ST -7A 559.54 DI -3B 8' 4.8 2.86 0.010 2.5 ST -5A 546.01 DI -313 10' 572.22 6.40 3.80 0.78 Grass ST -13 542.08 DI -3B 6' ST -13A 542.19 DI -313 10' ST -14 54975 YD -- ST-14A 550.55 DI -3B 6' 6.23 7.79 1.14 EC -2 ST -15 545.76 DI -3B 8' ST -16 549..>0 DI -3B 8' ST -17 554.20 MH -1 -- ST-18 554.00 DI -7 -- 6.05 8.31 0.89 EC -2 ST-16B 546.75 DI -3B 8' 0.576 1.95 8.4 4.4 ST -16A 51_182 DI -315 8' 160.0 0.43 3.09 1.06 ST -19 569.75 DI -36 6' ST -20 567.05 MH -1 -- ST-20-1 565.01 DI -36 8' ST -20A 563.83 DI -3B 8' ST -21 50.83 DI -36 8' ST -22 572.30 MH -1 -- ST-23 571.50 DI -7 -- ST-24 573.50 DI -7 -- -ST-22A 9.89 0.015 4.0 0.05 ST-22A 580.07 DI -3B 8' ST -226 580.07 DI -3B 8' 14 13 0.20 0.45 ST -20-2 565.01 DI -3B 8' 10.001 1 0.025 4.0 0.05 ST -19A 569.75 DI -3B 8' ST -19B 577.21 DI -3B 10' ST -19C 577.18 DI -36 10' ST-19CC 584.50 MH -1 -- ST-19D 588.00 DI -36 6' ST -19E 588.16 DI -313 8' 5.48 16.31 1.06 EC -3, Type A 12 ST -27 571.23 DI -3B 8' ST -28 571.23 DI -313 8' 6 STORY SEM INLET_ REPORT Shoulder Where applicable /j anne STORMWATER CONVEYANCE CHANNELS SCC W D STATION LINING 1 0' 1.5' 20+00 to 22+00 Grass 1 0' 2.0' 13+00 to 20+00 VDOT EC -2 1 0' 2.0' End to 13+00 VDOT EC -3, Type A Q10 DEP Remarks ft/ft Vel Vel Qn IVEL DEP Qn DEP (in/hr) 8 2 0' 1.5' 1 Outfall to 1+00 VDOT EC -2 2 0' 2.0' 1+00 to 6+00 VDOT EC -3, Type A EC -2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. EC -3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal. NOT TO SCALE LD -268 Roadside Ditch Calculation Conveyance Channel Above Gathering Place Earth Protective Lining From Point To Point Catch A Runoff Coef STA ISTA DA C CA Inc Acc Tc 12 Q2 Slope Allow n select n=.03 U a, �o n=.05 n=.015 110 Q10 DEP Remarks ft/ft Vel Vel Qn IVEL DEP Qn DEP (in/hr) 8 SCC 1 EI 10 EI 11 (ft) 12 % 13 (in) 14 (cfs) 15 (ft/s) 16 (min) 17 ST -28 ST -27 ST -27 Outfall 0.33 0.33 0.80 0.80 0.26 0.26 0.26 0.53 5.0 5.2 6.81 6.741 1.80 3.56 22 21 0.20 0.45 0.090 0.09 5.0 5.2 0.47 0.030 2.5 0.03 2.24 1 6.81 0.61 0.32 Grass 21 20 0.80 0.45 0.360 0.45 5.7 5.0 2.24 0.010 2.5 0.03 2.20 a) a 6.60 2.97 0.71 Grass 20 19 0.32 0.45 0.144 0.59 6.5 4.8 2.86 0.010 2.5 0.03 2.33 5.83 13.42 572.22 6.40 3.80 0.78 Grass 19 18 1.46 0.45 0.657 1.25 7.2 4.7 5.84 0.015 4.0 0.05 5.81 0.29 2.21 1.03 6.23 7.79 1.14 EC -2 18 17 0.27 0.45 0.122 1.37 8.0 4.5 6.20 0.065 4.0 0.05 a) 0.31 3.89 0.80 6.05 8.31 0.89 EC -2 17 16 1.28 0.45 0.576 1.95 8.4 4.4 8.64 0.028 4.0 0.05 160.0 0.43 3.09 1.06 5.96 11.61 1.18 EC -2 16 15 0.64 0.45 0.288 2.24 8.9 4.3 9.70 0.020 4.01 0.05 11.9 0.48 2.80 1.18 5.84 13.06 1.32 EC -2 15 14 0.22 0.45 0.099 2.34 9.5 4.2 9.89 0.015 4.0 0.05 S T-22 0.49 2.53 1.25 5.72 13.35 1.40 EC -2 14 13 0.20 0.45 0.090 2.43 10.2 4.1 10.001 1 0.025 4.0 0.05 0.70 0.50 3.07 1.14 1 5.59 13.55 1.28 EC -2 13 12 1.22 0.45 0.549 2.97 10.7 4.0 12.01 0.100 7.5 0.05 9.6 0.60 5.40 0.94 5.48 16.31 1.06 EC -3, Type A 12 11 0.36 0.45 0.162 3.14 11.0 4.0 12.52 0.090 7.5 0.05 1.62 0.63 5.25 0.98 5.43 17.02 1.10 EC -3, Type A 11 10 0.24 0.45 0.108 3.24 11.4 3.9 12.80 0.100 7.51 0.05 32.0 0.64 5.49 0.97 5.37 17.42 1.08 EC -3, Type A 10 End 0.13 0.45 0.059 3.30 11.7 3.91 12.88 0.100 7.5 0.05 1 0.64 5.50 0.97 5.32 17.56 1.09 EC -3, Type A 3.81 9.8 5.67 21.58 558.64 558.16 97.0 0.50 36 47.1 5.63 0.3 S T-20 ST -19 0.00 0.00 0.00 3.81 10.1 5.61 SCC 2* 559.38 559.22 32.01 0.50 30 3771 4.61 0.1 -0.02-0.02 0.083 100% 1.41 0.00 0.27 Outfall 1+00 0.23 0.65 0.150 0.15 5.0 5.2 3.61 0.080 4.0 0.05 1.36 1.55 0.18 3.68 0.63 6.81 4.74 0.69 EC -2 1+00 2+00 0.18 0.45 0.081 0.23 5.5 5.1 2+00 3+00 0.17 645 0.077 0.31 5.8 5.0 3+00 4+00 0.08 0.45 0.036 0.34 6.3 4.9 4+00 5+00 0.10 0.45 0.045 0.39 7.1 4.7 5+00 6+00 0.37 0.45 0.167 0.55 7.4 4.6 *Flows for SCC 2 Include flows from ST -25 to ST -28 8.67+ 9.03 9.17 9.32 10.06 0.120 0.030 0.010 0.090 0.120 7.5 7.5 7.5 7.5 7.5 0.05 0.05 0.05 0.05 0.05 0.04 0.43 0.45 0.46 JOA 5.33 3.20 2.13 4.87 5.53 0.81 1.06 1.31 087 0.85 6.68 6.60 6.46 6.26 6.18 11.56 j 12.05 12.24 12.45 13.45 0.90 EC -3, Type A 1.18 EC -3, Type A 1.46 EC -3, Type A 0.97 EC -3, Type A 0.95 EC -3, Type A LD -229 Storm Drain Design Computations Route: Abinqton Place Proj: Hollymead Towncenter County: Albemarle District: Rivanna ni-znrintinn- Pina r ni-Inti- - � E From Point To Point Catch A Runoff Coef Inc AC Accum AC Tot Tc Tot Int Tot Flow Up Inv Dn Inv Pipe Inv Len S Pipe Dim Pipe Cap Velocity Flow time Inc U a, �o 1 2 (ac) 3 4 5 6 (min) 7 (in/hr) 8 (cfs) 9 EI 10 EI 11 (ft) 12 % 13 (in) 14 (cfs) 15 (ft/s) 16 (min) 17 ST -28 ST -27 ST -27 Outfall 0.33 0.33 0.80 0.80 0.26 0.26 0.26 0.53 5.0 5.2 6.81 6.741 1.80 3.56 563.50 562.73 562.90 560.86 44.0 89.0 1.36 2.10 15 15 7.54 9.351 2.97 7.14 0.25 0.21 -p C c O, Q ,� o C a) a o Ql a o -e '� L ST -22B ST -22A 3.07 0.75 2.30 2.30 9 5.83 13.42 572.22 571.41 44.0 1.84 24 30.7 9.45 0.1 7 ST -22A ST -22 0.44 0.80 0.351 2.65 9.1 5.81 15.41 570.00 567.50 81.6 3.07 24 51.5 14.33 0.1 c N O o a) a) u' L_ w d a) a 'O S U) S U a) S T-24 ST -23 0.31 0.80 0.251 0.25 5 6.81 1.69 569.86 566.66 160.0 2.00 151 11.9 3.2 0.8 ST -23 ST -22 0.30 0.80 0.241 0.49 5.4 6.70 3.27 566.47 566.31 8.0 2.00 15 11.9 8.18 0.0 CD 14 1-- cn 15.0 0 16 o 17 0 18 Cr 18 Ci 19 22 20 U 0 .1E Q 21 00 (ac) (ft) S T-22 ST -21 1 0.14 0.75 0.11 3.25 9.2 5.79 18.79 560.89 559.83 105.5 1.00 24 29.5 6.82 0.3 ST -21 ST -20A 1 0.08 0.70 0.06 3.30 9.5 5.73 18.94 559.38 559.22 32.0 0.50 30 37.7 4.76 0.1 ST -20A ST -20-1 0.09 0.75 0.07 3.37 9.6 5.71 19.25 559.12 558.74 76.0 0.50 30 37.8 5.79 0.2 0.33 1.72 0.031 0.02 0.083 5.39 0.23 94°x6 1.62 1.62 0.10 100% 1.06 0.00 0.24 S T-20-2 S T-20-1 0.40 0.68 0.27 0.27 56.81 1.85 560.66 560.50 32.0 0.50 15 5.9 4.30 0.1 ST -22B DI -36 8 0.44 0.80 0.351 6.5 2.29 1 2.29 0 71_ S T-20-1 ST -20 0.23 0.72 0.17 3.81 9.8 5.67 21.58 558.64 558.16 97.0 0.50 36 47.1 5.63 0.3 S T-20 ST -19 0.00 0.00 0.00 3.81 10.1 5.61 21.37 559.38 559.22 32.01 0.50 30 3771 4.61 0.1 -0.02-0.02 0.083 100% 1.41 0.00 0.27 0.5 0.54 7.03 3 ST -19E ST -19D ST -19D 1.70 0.80 0.90 1.36 0.19 1.36 1.55 5.0 5.1 6.81 6.79 9.26 10.51 580.81 578.33 579.93 577.51 44.0 41.0 2.00 2.00 18 18 14.91 14.9 8.90 9.16 0.1 0.1 ST-19CC 0.04 1.72 0.00 0.00 1.55 5.2 6.77 10.48 574.52 572.40 105.8 2.00 18 14.9 6.45 0.3 ST -19C 8 MST-19AO.29 0.80 0.28 1.83 5.4 6.69 12.23 570.40 569.70 32.0 2.19 18 15.5 9.77 0.1 ST -19B ST -19A 0.13 0.85 0.85 0.25 0.381 2.08 2.46 5.5 5.6 6.67 6.63 13.85 16.29 567.05 562.25 565.00 562.03 97.7 18.0 2.10 1.22 24 24 32.8 32.3 10.04 10.33 0.2 0.0 0.0194 0.02 N/A 6.3 0.15 82°A 0.80 0.80 0.18 ST -20A DI -36 8 0.11 ST -19 Outfall 0.03 0.90 U31 6.29 9.9 5.64 35.52 557.28 556.00 256.5 0.50 36 47.1 7.19 0.6 0.24 4.0 0.96 0.96 0.039 0.02 0.083 100% 0.96 0.00 0.24 0.5 0.48 5.44 ST -19D DI -36 6 0.21 ST -19E DI -36 8 0.30 0.80 0.24 0.039 ST -14A ST -14 0.19 0.80 0.15 0.15 5.0 6.81 1.04 546.55 546.25 32.5 0.92 15 8.06 4.58 0.1 ST -14 ST -13A 0.22 0.70 0.151 0.31 5.1 6.78 2.07 544.75 538.43 61.3 10.30 15 26.95 13.23 0.1 ST -13A ST -13 0.25 0.66 0.17 0.47 5.2 6.75 3.18 535.76 534.85 19.9 4.58 15 17.96 11.12 0.0 ST -13 Outfall 0.05 0.90 0.05 0.52 5.2 6.75 3.48 534.60 534.00 15.1 3.96 15 16.71 10.81 0.0 0.29 0.85 0.25 0.37 6.5 1.60 0.020 1.60 0.083 0.02 0.083 3.5 0.19 95% 1.52 1.52 0.08 0.161 3.99 ST -19A DI -313 8 0.28 0.85 0.24 6.5 1.55 1.55 0.029 0.02 ST -16A 10utfall 0.25 0.59 0.15 0.15 5.01 6.81 1.00 540.90 540.00 27.7 3.25 15 15.14 7.1 0.1 6.5 0.28 0.28 0.040 0.02 N/A 3.5 0.07 93% 0.26 0.26 0.02 ST -18 ST -17 ST -17 ST -16 0.35 0.19 0.75 0.6 0.26 0.11 0.26 0.38 5.0 5.0 6.81 6.80 1.79 2.56 550.50 546.20 550.20 541.65 13.7 85.6 2.19 5.31 18 18 26.11 31.46 7.29 10.78 0.0 0.1 ST -16A DI -3B 8 0.25 0.59 0.15 6.51 0.96 ST -16B ST -16 0.42 0.61 0.26 0.26 5.0 6.81 1.74 542.75 541.98 56.0 1.37 15 7.57 3.03 0.3 ST -16 ST -15 ST -15 Outfall 0.07 0.12 0.81 0.9 0.06 0.11 0.69 0.80 5.3 5.4 6.72 6.70 4.63 5.34 541.55 541.10 541.30 541.00 25.0 10.2 1.00 0.98 18 18 10.5 10.41 4.28 5.97 0.1 0.0 0.02 N/A 6.9 0.14 86% 1.08 1.08 0.17 ST -11 ST -10 ST -10 ST -9 0.60 0.29 0.70 0.69 0.42 0.20 0.42 0.62 5.0 5.01 6.81 6.80 2.86 4.22 557.681 554.49 557.32 552.60 17.9 54.0 2.01 3.50 15 15 11.9 15.7 8.00 4.27 0.0 0.2 ST -9A ST -9 0.11 0.80 0.09 0.09 5.0 6.81 0.60 552.68 552.50 17.9 1.01 15 6.5 4.09 0.1 0.15 86% 1.43 1.43 0.24 ST -16 DI -36 1 8 0.07 0.81 0.06 6.5 ST -9 ST -8 ST -8 ST -7 0.04 0.13 0.76 0.81 0.03 n,11 0.74 0.84 5.2 5.3 6.74 6.72 4.98 5.67 551.85 551.26 551.61 550.94 24.1 32.0 1.00 1.00 15 15 8.4 8.4 4.98 7.36 0.1 0.1 8 0.12 0.9 0.11 6.5 0.70 0.02 0.72 0.02 0.02 N/A 5.6 0.11 90% 0.647 ST -7B ST -7A ST -7A ST -7 0.37 0.18 0.62 0.77 0.23 0.14 0.23 0.37 5.0 5.2 6.81 6.76 1.56 2.49 555.56 555.14 555.24 553.90 32.3 91.2 0.99 1.36 15 15 8.4 9.8 2.81 6.70 0.2 0.2 ST -11 DI -3B 6 0.60 S T-7 ST -6 ST -6 ST -5 0.12 0.00 0.75 0.00 0.09 0.00 1.30 1.30 5.41 5.4 6.70 6.69 8.72 8.70 549.391 546.80 549.21 541.84 18.0 90.8 1.00 5.46 18 18 13.7 31.9 8.22 5.66 0.0 0.3 ST -9 DI -3B 10 0.04 0.76 0.03 6.5 0.20 1.281 1.48 0.0_20 0.02 N/A ST -5A ST -5 0.10 0.80 0.08 0.08 5.0 6.81 0.54 542.09 541.91 18.0 1.00 15 8.4 3.88 0.1 6.5 1.72 0.27 1.99 0.1x0 0.02 0.083 3.2 0.18 71% 1.42 1.42 0.57 ST -4 ST -5 ST -4 ST -4 ST -3A 0.33 0.08 0.80 0.70 0.26 0.061 1.65 1.70 5.7 5.8 6.61 6.60 10.88 11.22 539.01 533.50 536.34 533.05 61.2 15.91 4.36 2.83 18 24 28.5 49.4 15.10 5.69 0.1 0.0 S T -9B S T -3A 0.10 0.80 0.08 0.08 5.0 6.81 0.54 535.00 534.50 15.9 3.14 15 14.9 5.79 0.0 ST -3A ST -3 ST -2 ST -1 ST -3 ST -2 ST -1 Outfall 0.00 0.10 0.04 3.35 0.00 0.80 0.90 0.85 0.001 0.08 0.04[-1.90 2.856.32 1.78 1.86 5.8 5.8 5.9 6.60 6.58 6.57 11.75 12.26 12.47 29.97 531.55 531.05 526.00 520.60 531.15 530.80 521.75 520.50 41.4 25.3 260.4 15.6 0.97 0.99 1.63 0.64 24 24 30 30 28.9 29.2 68.1 42.7 5.16 8.91 4.38 9.41 0.1 0.0 1.0 0.0 - � E c n y U � 0 �NNCO< 0 CQ W va L9 > 04 LD -204 Stormwater Inlet Computations - SUMP CALCULATIONS LD -204 Stafmwater Inlet Computations (HECK STORM) J ai_rr� C J otn n�U Sag Inlets Only a U a, �o EN L L � s C D. 0 -U O 0 0 1 Q U r\� 0 li Sag Inlets Only .n E m m 2 -p C c O, Q ,� o C a) a o Ql a o -e '� L v (p N a CL a a, U Z' E > rn 7 U cTi C m Q d 0 a U) cn 2 U O c E c N O o a) a) u' L_ w d a) a 'O S U) S U a) N U Q' Q U :3U to c C7 C7 F- C7 } C7 > '� > a C- W c c a m a a 1 2 3 1 4 5 6 7 8 9 10 11 12 d 13 CD 14 1-- cn 15.0 0 16 o 17 0 18 Cr 18 Ci 19 22 20 U 0 .1E Q 21 00 (ac) (ft) (in/hr) (cfs) (cfs) (cfs) ('/') ('o CP) (ft) 00 ('/') (cis) (cfs) (cfs) (ft) 21 22 (ft) 23 (ft} ST -28 DI -36 8 0.33 0.78 0.26 6.5 1.67 0.78 1.67 0.031 0.02 0.083 5.29 0.23 95% 1.58 1.58 0.09 100% 1.03 ST -27 DI -38 81 0.33 0.80 0.26 DI -313 6.5 1.72 0.33 1.72 0.031 0.02 0.083 5.39 0.23 94°x6 1.62 1.62 0.10 100% 1.06 0.00 0.24 0.5 0.48 5.82 ST -22B DI -36 8 0.44 0.80 0.351 6.5 2.29 1 2.29 0 71_ 0.02 0.083 7.2 0.26 91% 2.09 2.09 0.20 0.02 0.083 ST -22A DI -3B 1.41 8 0.44 0.80 0.35 6.5 2.29 7.03 2.29 0.62 0.02 0.083 7.2 0.26 91% 2.09 2.09 0.20 1.41 -0.02-0.02 0.083 100% 1.41 0.00 0.27 0.5 0.54 7.03 ST -20-2 DI -3B 10 0.38 0.68 0.26 6.5 1.68 0.04 1.72 0.0194 0.02 N/A 7.8 0.15 78% 1.34 1.34 0.38 4.0 0.30 0.09 ST -21 DI -3B 0.02 8 0.10 0.75 0.08 0.39 6.5 0.49 0.38 0.87 0.019 0.02 N/A 6.1 0.17 85% 0.74 0.74 0.13 4.0 0.33 ST -20-1 DI -3B 0.019 8 0.21 0.72 0.15 100% 6.5 0.98 0.07 0.98 0.0194 0.02 N/A 6.3 0.15 82°A 0.80 0.80 0.18 ST -20A DI -36 8 0.11 0.75 0.08 6.5 0.54 0.18 0.72 0.019 0.02 N/A 5.7 0.15 919/6-o.65 0.65 0.07 0.80 0.24 4.0 0.96 0.96 0.039 0.02 0.083 100% 0.96 0.00 0.24 0.5 0.48 5.44 ST -19D DI -36 6 0.21 ST -19E DI -36 8 0.30 0.80 0.24 0.039 6.5 1.56 1.56 0.039 0.02 0.0831 4.7 0.21 94%1 1.47 1.47 0.09 ST -19D DI -3B 6 0.21 0.90 0.19 6.5 1.23 1.23 0.039 0.02 0.083 3.9 0.20 87°x6 1.07 1.07 0.16 ST -7 DI -3B ST -19C DI -3B 0.75 10 0.35 0.80 0.28 0.02 6.5 1.82 0.02 1.82 0.083 0.02 0.083 3.9 0.20 92% 1.68 1.68 0.14 3.28 ST -8 DI -3B ST -19B DI -3B 0.13 10 0.29 0.85 0.25 0.37 6.5 1.60 0.020 1.60 0.083 0.02 0.083 3.5 0.19 95% 1.52 1.52 0.08 0.161 3.99 ST -19A DI -313 8 0.28 0.85 0.24 6.5 1.55 1.55 0.029 0.02 0.083 5.1 0.22 97% 1.50 1.50 0.04 ST -19 DI -3B 6 0.05 0.85 0.04 6.5 0.28 0.28 0.040 0.02 N/A 3.5 0.07 93% 0.26 0.26 0.02 ST -16A DI -3B 8 0.25 0.59 0.15 6.51 0.96 0.041 1.00 0.02 0.02 N/A 6.33 0.13 81%0.81 0.81 0.19 ST -13A DI -3B 10 0.25 0.66 0.17 6.5 1.07 0.19 1.26 0.02 0.02 N/A 6.9 0.14 86% 1.08 1.08 0.17 ST -16B DI -3B 8 0.421 0.61 0.26 6.5 1.67 1.671 0.02 0.02 N/A 7.67 0.15 86% 1.43 1.43 0.24 ST -16 DI -36 1 8 0.07 0.81 0.06 6.5 0.37 0.24 0.61 0.02 0.02 N/A 5.26 0.11 94% 0.57 0.57 0.04 ST -15 DI -3B 8 0.12 0.9 0.11 6.5 0.70 0.02 0.72 0.02 0.02 N/A 5.6 0.11 90% 0.647 0.647 0.07 ST -11 DI -3B 6 0.60 0.70 0.42 6.5 2.73 1 2.73 0.111 0.02 0.083 4.8 0.22 53% 1.45 1.45 1.28 ST -9 DI -3B 10 0.04 0.76 0.03 6.5 0.20 1.281 1.48 0.0_20 0.02 N/A 7.3 0.15 82% 1.21 1.21 0.27 ST -5 DI -3B 8 0.33 0.80 0.26 6.5 1.72 0.27 1.99 0.1x0 0.02 0.083 3.2 0.18 71% 1.42 1.42 0.57 ST -4 DI -3B 10 0.09 0.70 0.06 6.5 0.41 0.57 0.98 0.040 0.02 N/A 5.5 0.11 84% 0.83 0.83 0.15 ST -9A DI -3B 8 0.11 0.80 0.09 6.5 0.57 0.57 0.020 0.02 N/A 5.1 0.10 95°x6 0.54 0.54 0.03 ST -5A DI -3B 10 0.10 0.80 0.08 6.5 0.52 0.03 0.55 0.150 0.02 N/A 3.5 0.07 84% 0.46 0.46 0.09 ST -36 DI -3B 6 0.20 0.80 0.16 6.5 1.04 0.17 1.21 0.02.5 0.02 N/A 6.5 0.13 58% 0.71 0.71 0.51 ST -3 DI -3B 6 0.20 0.80 0.16 6.5 1.04 0.75 1.79 0.053 0.02 N/A 6.6 0.12 42% 0.75 0.75 1.03 ST -7A DI -3B 8 0.18 0.62 0.11 6.5 0.73 0.73 0.020 0.018 N/A 5.7 0.11 91% 0.66 0.66 0.06 ST -7 DI -3B 8 0.12 0.81 0.10 6.5 0.63 0.06 0.70 0.020 0.02 N/A 5.5 0.11 91% 0.63 0.63 0.06 ST -76 DI -3B 81 0.37 0.62 0.23 6.5 1.49 1.49 0.020 0.018 N/A 7.51 0.15 71%1 1.061 1.061 0.43 ST -8 DI -3B 101 0.13 0.81 0.116.5 0.68 0.43 1.11 0.020 0.02 N/A 6.61 0.13 89°r61 n 991 0.991 0.12 1 1 - � E c n y U � 0 �NNCO< 0 CQ W va L9 > 04 LD -204 Stormwater Inlet Computations - SUMP CALCULATIONS y0 j�-� J ai_rr� C J otn n�U Sag Inlets Only a U a, �o EN L L � s C D. 0 -U O 0 0 1 Q U r\� 0 li � m Ea) Z3Ql Z C c Q ,� o C a) a o Ql a o -e '� L v (p N a O J=+ cTi C a Vl cn 2 U L c E c co o °= u' _ ca w U °' fa n C o = C 0 rn a) v v cn U C3 v CY H a c9 > a 0 a o w c m -0 a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 cn 15.0 16 o 17 1 C3 18 CY 19 20 Q 21 o 22 (ft) (ac) (in/hr) (cfs) (cfs) (cfs) ('/') ('/') (T) (ft) (ft) (cfs) (cis) (ft) (ft) 23 00 ST -28 DI -36 8 0.33 0.78 0.26 4.0 1.03 1.03 0.031 0.02 0.083 100% 1.03 0.00 0.24 0.5 0.481 5.71 ST -27 DI -313 8 0.33 0.80 0.26 4.0 1.06 1.06 0.031 0.02 0.083 100% 1.06 0.00 0.24 0.5 0.48 5.82 ST -22B DI -313 8 0.44 0.80 0.351 4.0 1.41 1.41 0.02 0.02 0.083 100°x6 1.41 0.00 0.27 0.5 0.54 7.03 ST -22A DI -3B 8 0.44 0.80 0.35 4.0 1.41 1.41 -0.02-0.02 0.083 100% 1.41 0.00 0.27 0.5 0.54 7.03 ST -21 DI -3B 8 0.10 0.75 0.08 4.0 0.30 0.09 0.39 0.019 0.02 N/A 100% 0.39 0.00 0.07 0.5 0.14 3.34 ST -20A DI -3B 8 0.11 0.75 0.08 4.0 0.33 0.04 0.37 0.019 0.02 N/A 100% 0.37 0.00 0.07 0.5 0.14 3.23 ST -19E DI -3B 8 0.30 0.80 0.24 4.0 0.96 0.96 0.039 0.02 0.083 100% 0.96 0.00 0.24 0.5 0.48 5.44 ST -19D DI -36 6 0.21 0.90 0.19 4.0 0.76 0.76 0.039 0.02 0.083 100% 0.76 0.00 0.22 0.5 0.44 4.66 ST -7 DI -3B 8 0.12 0.75 0.09 4.0 0.36 0.02 0.38 0.020 0.02 N/A 100% 0.38 0.00 0.07 0.5 0.14 3.28 ST -8 DI -3B 10 0.13 0.72 0.09 4.0 0.37 0.14 0.51 0.020 0.02 N/A 100°� 0.51 0.00 0.08 0.5 0.161 3.99 - � E P L T H cF': TIMOTHY R. MILLER CERTIFICATE No. 30542 O�ItsS/ONAL ENC'\�`c. Revisions: NO. DESCRIPTION DATE 2 Cnty Comm nts 07.06.05 3 Phase 1 110.06.051 4 Cntv Commnts 102.27.06 V L c n y U � 0 �NNCO< 0 CQ W va L9 > 04 i y0 j�-� J ai_rr� C J otn n�U ai a U a, �o EN L L � s C D. 0 -U O 0 0 P L T H cF': TIMOTHY R. MILLER CERTIFICATE No. 30542 O�ItsS/ONAL ENC'\�`c. Revisions: NO. DESCRIPTION DATE 2 Cnty Comm nts 07.06.05 3 Phase 1 110.06.051 4 Cntv Commnts 102.27.06 V L c n y U � 0 O ea W va arc P L T H cF': TIMOTHY R. MILLER CERTIFICATE No. 30542 O�ItsS/ONAL ENC'\�`c. Revisions: NO. DESCRIPTION DATE 2 Cnty Comm nts 07.06.05 3 Phase 1 110.06.051 4 Cntv Commnts 102.27.06 V L c n y U � 0 o �r r ri o 0 W � 04 i Z W U) 0 � EbE o z W � z U a, �o a a� a � Q 0 V 1 /-� o V 1 � y., m M -o 3 0 0 U WE O 0 o c n y U � 0 o �r r ri o 0 04 Z W U) 0 � W I a � � a W � Q 0 1 Q U r\� 0 li Sheet No. Go Sllofl9 600.. DEGREE r3_'� WATERMAIN 'C' VOL. I_ i 1 f f11 1 1 _ 1 r CU.YD. . - 57 BEND _ ..... l i 1_ ..11 1 _ i _ _ . 11.I'll I f (1. T I. H T I l 90 f 1 2.50 i 0.24 3 0 I 0 0 N 1 45 1 ._ i . _ .1111 .. ._ _ _ 1 11_� ... n U (n 1.1-11 cn I _ ........ r i _ _ _ i _ 1111__ , _ T 1111 _ . i 1 600 T 11 1/4 .. 2.00 2.50 0.10 595. 1. .. F--=-----�_ ,-- _-- i T T 1...._ 3.66 I r r 565 r r _. i T , 1111 T r i _ _ r ; i. 1. I r 2.77 T 1 :.. 1111 ff f f i I FIN AL GRADE � 1111 T T ...11111-...... .1111. f E 11.11. _ �� f 1 _ - " 1111._. 1111 ................ 30 Storm / . i EXtSTIN� GRAD 1.r • 1111 1 1 1/4 1.66 2.16 2.67 0.13 r T 11.11. _ 1111 540 90 595 1. ....� .. r r ... " 15 _Storm 560 10" &12' 45 3.33 3.58 2.95 0.43 590 .1111 r ..T1. 1111_ r .... 1__ .. _ _ 1 _ i r T .11 :_ T .;_ 1. r T i L _ .. r r ... _ I 2.33 i I , 1111.. _ r _ _ ,, r r .•TlIkIr I _ ... - _ -. _� 1111.. _ . r : r . 1111 New $ Gass 52 D1 a ;1111 Min -�✓ 1111__ 1111 _ 1 590 Sanitary _ Lateral ._ _T I'll 111555 T i i _ ----... i -� ___-- L-- :---- � r �` '----� rr r .._ .... 1111 T I i 550 f l 585 n o..... - I 0 T:. _... --1111 l5 I . Stor+T+ 1111 _ N .1111 1 r C .__ r f _ 1111 i 530 -T i UW_r .. ......... rif 95% y i __ + _ o 1 _ _ I ........._ _ r i _ �___ 1 ll l NEW 24 CLASS 52 1 WATERtIN E i _ 1111 �T " 8 _Son _ r .... _ r .. 1111 _ .... r compaction _.under i es CUntractar to ve l 1585 _ ._ - dr o. _ U _ � - x 1 545 i r 3 Mrn -'. i f ; + � - +` compaction +�nde P pipes 11:11 P P 11.11. in _all . fil l__oreas. T . (YP) "' _ oo 11.11_ .11 580 ... �1 ._ L/r <�_ rn �. � ca .. _ _ r _ 1111 r 1. _ 1� � 1111 r 1. o: . 1 . i ii _ _. r { i :.. i T I o m f I i1. r a� .. `D $ II �„ O .... . . 1111 _. .. l C: r Q 1 r , _. 1 1111 cn 00 ' i �_ , ,-1111 1CD .. .............. i I ._ i r7 ca. _c _ i Storm 0 R., T 1$ Ym , r v �� ` N .._... cn 0+00 0+50 1+ 00 , 3+00 3+50 4+00 _ _ 11.11_ _ _ ........11 60 520 580 575 I 1 530 r + f _ �- m • T I 1 I r ., {� f 8 San L i I_ t- - T �1' r -- f -.-_ -� . -, N r rr , _ .1111 _ CD cD 1 cn 1 i i I_ , l1. ,� . I f 1.11 _ 1535 r �_1. 1+00 I 111.1 11 �0- �� 5+00 I 1 r - r 1111_ 1 1. 11f i_ '" �, c1f +.: cn r i ,_ .1 _ T 11.11 1111 i.. .. _ I C OG 575 ... _ .: - - _ 1 570 T r l _ 1. L _ 1111... 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P P PEs .. 1111 1111 GD o ........ 555 1111 _ —,...... _..... ......... 1 .... In__ l . 01 fell -areas. Tyr. 1. + 1111.. o ..... .::::. _ 1111 __._......::: ... ........ _ 1111... . 1111 ...I.... ... .. ©....: ...1 1111. 550 1 xA TERMAIN A ... -11 ..... ..... ._... ...._.... _ - ... ....... .... .._ ........ ... _ -._. _ 1111. _ _ .. - . ....._.. .......... .._ .. .... 1111 1111 1111_ _ .... ...... 1111 _ _... ........ _........... ..... ....... ... _ .....__.._.. . _..._....-....11..._x....` �, ......- ........ S13 1 =10 VERT 1 =50 HORZ _ _ 1111.... _. 1111__ _ _ _ . _ _ �_ N. � _ _ �......� _ _ .. _ 550 ..... .I...... .:. ...1111. .._.... . ... ..11....11 _ - ..... ......-. 545 ..... :... _ ...11 .... _ ......._ ......_. _ ...... ........... ........ ...... _.. .... .... 40 .. m. .... ..::.: ... 11......11 .. 2+50 3+00 3+50 4+00 .. ... 1111 .............. 1111.._ 4+50 1111_...... 5+00 ...1 ....1. ......... 11 .1 . 1 . .111 _ ...... 5+50 6+00 1111 .. ..11....1 .1 .. ..I..... ......I.... ...... .. 6+50 .... ........ 111 ..1 .....__.. ........... 1111.. ...._... .. ......__ ... .... ......... ......... .1111.. ............ 1111 0..�.. v1 zv 'Q66&.1. . ©�. N.. L ...:...,�-........1111........-.....11.........11 � N :rn .._...... � 1111.. 545 0+00 0+50 1+00 1+50 2+00 Note: All 24" Valves to be Butterfly Valves 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 570 DEGREE r3_'� WATERMAIN 'C' VOL. i VOL. f11 r CU.YD. . - 57 BEND _ ..... ... _ .. - 1111... .. ;- H T L H T N 90 _. 2.50 1570 0.24 3 0 1 =10 S13 VERT, i =50 HORZ 0 0 N 4" & 6" 45 2.00 2.25 2.60 - ____ . 11_� ... n U (n 565 cn 22 1/2 r 2.00 2.52 0.10 r ;,,1111 2.25 ... _ _ 0.' 11 1/4 1.50 2.00 2.50 0.10 � -111111r1. _. 1111. 111-11r ...... _ .. I . 3.66 3.16 3.21 565 1111.. 1111... 1111... ....... ----' _ ._ „ 45 8 I 2.66 2.66 2.77 0.26 560 ff f f 1111 _ . .1111.._ FIN AL GRADE � 1111 T T ...11111-...... .1111. r r T E 11.11. _ 2.69 I _ - " 1111._. 1111 ................ 30 Storm / f _. n -. -. 15 Storm ......... .........._.__....__... ;1111.. 1111. _. • 1111 1 1 1/4 1.66 2.16 2.67 0.13 II ... 11.11. _ 1111 540 90 4.83 1. ....� 3.42 • ... " 15 _Storm 560 10" &12' 45 3.33 3.58 2.95 0.43 3.83 4.00 . n 3 Min i T _ _ 2.58 1111 tr r� _ 12 Ym . ....... ....1.1 .. 11 1/4 555 2.33 2.84 . 15 Storm a5- - 1111.. _ r _ _ ,, I 49 r .•TlIkIr • f .. 111.....1. ... _ 1111. i 1111.. 535 .. New $ Gass 52 D1 a �`. Min -�✓ 1111__ 1111 _ ,, 4 Sanitary _ Lateral ._ _T I'll 111555 �` '----� �. UL I i 550 f l .. J. / �,- .... 'T-__ i • ____,,,____ 1 --1111 l5 I . Stor+T+ r _ � 11. T f ......... _..... .1111 f1. f _ 530 :: 10 I UW_r .. ......... rif 95% y _ __ -� Contr ac r to to verlf y 95% .1... ....... ��, 1-1-Sto 4+ z- I ........._ _ r i .. I T 1 550 1 ll l f I _ i _ 1111 �T " 8 _Son _ C 4_ San+tor Lo#eral- T Y (YP) r r 00 o0 .. ,. .. - compaction _.under i es CUntractar to ve i 95% I fy _ _ .... _ U _ _.... _ .. 1 545 in r alt fill o eas. r .. 11 _ -'. i i + � - +` compaction +�nde P pipes 11:11 P P 11.11. in _all . fil l__oreas. T . (YP) "' _ oo 11.11_ .11 r na r_1q rn o tQ t5" torm ��� in � /_ _ _ 1111 �� +� o: _ _ _ 1111 In C311 fill cwggs (L6 ) I' I'll_ r 1545 r _T rn I o m f I i1. r a� .. `D $ II �„ O .... .. . - . 1111 -.� .....� II .. 540 C: r Q f ,. I cv 1 T_ 1 11 11_ ii 1. cn 00 ' i �_ , ,-1111 1CD i T ..-- f f f T } �- 1 , r v rr N .._... cn 0+00 0+50 1+ 00 1 +50 2+00 2+50 3+00 3+50 4+00 _-5i cn 4+50 5+00 11.11_ _ _ ........11 60 520 5+50 1540 530 i �, t f 1 I r I_ t- - 1 f fj� r8" Yin Storm V4 N 530 535 _ CD cD _ .cn a0 cn 1 i i I_ , l1. T 1 .I'll . .. I f 1.11 . 1535 0+00 1+00 I 111.1 11 �0- �� 5+00 - 1111_ (: 530 f c1f +.: cn r o ao v1 x:10 a0 .1 _ T 11.11 1111 i.. I OG - ._ _ ... _ .: - - _ : . _. _ i ..1 1530 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A-423) AlOR APPROVED EQUAL 6' MIN (270') 7 CU. FT. GRAVEL --i 36"MIN NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES io.0-l", ePi.� er e. 1 - . 2' TO 10' 18" /-VALVE BOX 6" GATE VALVE 8" X 6" TEE ° 2500 P.S.I. CONCRETE °' �, r BASE AND THRUST °;+ j� �e °- BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 6 TYPICAL FIRE S13.. TOSC........ ALE 1111 NOT G _ FOR ALL BENDS SECTION 1 -1 7 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO00- �W' ACCOMMODATE ANCHOR IF REQUIRED. M NG AS JIRED p 45 , SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. 57 BEND _ ..... ... _ .. L H T L H T N 90 2.50 2.50 3.01 0.24 3 0 550 0 0 N 4" & 6" 45 2.00 2.25 2.60 0.15 New Grade -----_-- n U (n -`- _�:7 cn 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 0.' 11 1/4 1.50 2.00 2.50 0.10 1111 I 1111. _. 1111. 11.11 ._. 11 1111 90 3.66 3.16 3.21 0.48 1111.. 1111... 1111... ....... ----' 14� „ 45 8 I 2.66 2.66 2.77 0.26 �"/4s 4; � Flnsfied Grade 22 112 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 1 1 1/4 1.66 2.16 2.67 0.13 II 540 90 4.83 3.83 3.42 0.83 1111-- -- " 15 _Storm ,� �`; 10" &12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 12 Ym . 11 1/4 1.83 2.33 2.84 0.18 3 Mtn _ ,, 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. 7 CONCRETE THRUST BLOCK DETAIL �13 ...NOT .........1111 ... - ................ ...1111-... - 1111--1111 ....--------------------- * -- ..... - 1111-- - ... 1111............. SCALE NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE VDE 9 5% COMPACTION OM ACTT ON IN FILL AREAS TYP 570-_-:!I.&_ ;__ 1111_ I = CO< r�(24 P", Existin Grade 9 o 4-3 j • 0 57 J _ ..... ... _ .. 550 - th'IT 't 2 1PATERIIAIN B aZ"�m <t `t 0 N o 1 _I N' 565 3 0 550 0 0 N S�����. 3'Mln 11 ai W II n New Grade -----_-- n U (n -`- _�:7 cn W 545 3 0 ai 15 = C) ... ...... � 0.' wW I -I 565 '._4 111.11 1111 I 1111. _. 1111. 11.11 ._. 11 1111 1 .1111 1111 i° ___...._ ,.`.. 1111. 1111. ....... 1111- 1111... 1111- 1111. _ 1111... 1:111 1111 1111.. 1111... 1111... ....... ----' 14� 560 _ < 545 II� �i �_+ �"/4s 4; � Flnsfied Grade 1111 I—I 1111_ 1111. .... 1111. .....1 .... _ 1111.. 560 O --'- 198" Storm II 540 I 1111-- -- " 15 _Storm ,� �`; . I II ... . 1111 11.11_ 555 - Qt.. ,,�1. 12 Ym . 540 ... ....... - 3 Mtn _ ,, I 49 .... ........t� 15" ,. W Storm .. 111.....1. ... ..._ -. _ .. - 535 .. New $ Gass 52 D1 a �`. Min .. . I r I I I 1 �` '----� �. i 535 _ ��� --1111 l5 I . Stor+T+ _-_ W -�- f1. f _ 530 :: r,t� ......... rif 95% y _ _. -� Contr ac r to to verlf y 95% .1... ....... ��, 1-1-Sto 4+ z- ..... a1. ........._ _ r i .. I T 1 I. -i_ 1 ll l 530 com action Lrnd r es.1.1.�,_... 24 Storm I _ - .. ,. .. - compaction _.under i es . ._ _ + x _ r r J _ in r alt fill o eas. r i -'. 525 I -. it - +` 11.11. in _all . fil l__oreas. T . (YP) "' ...I fl I +1111... .11 r na r_1q rn i tQ t5" torm ��� in � /_ 0, . +. 1_1� +� o: I' I'll_ _ �� r _T rn I o m l 525 540 a� .. I o.. -0 _ O a r CN 11 �„ O .... .. . - . 1111 -.� .....� II .. r I �I r Q 52 0 1 _ a �_ , ,-1111 1CD I U ...:__ 1 , r v rr .._... cn 0+00 0+50 1+ 00 1 +50 2+00 2+50 3+00 3+50 4+00 _-5i cn 4+50 5+00 1 60 520 5+50 NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE VDE 9 5% COMPACTION OM ACTT ON IN FILL AREAS TYP 570-_-:!I.&_ ;__ 1111_ I = CO< r�(24 P", 4 1PATERI[AIN 'D' o 4-3 j • 0 57 J _ ..... ... _ .. ..11 _ . _ '' - th'IT 't C U) aZ"�m <t `t 0 N o ;,- ,1111 1111-- �- -� --- S13 1 -10 VERT, 1 �0 HORZ () L N n 565 3 0 - U U 0 0 N O 3'Mln 11 ai W II n �= n U (n cn On W 3 0 3 0 ai 15 = C) ... ...... � 0.' wW I -I 565 '._4 111.11 1111 I 1111. _. 1111. 11.11 ._. 11 1111 1 .1111 1111 i° ___...._ ,.`.. 1111. 1111. ....... 1111- 1111... 1111- 1111. _ 1111... 1:111 _ 1111.. 1111.. 1111... 1111... ....... _. -1I. 14� 560 _ < II� �i �_+ �"/4s 4; � Flnsfied Grade 1111 I—I 1111_ 1111. .... 1111. .....1 .... _ 1111.. 560 O a_ .._. . ,� �`; D / ... . 1111 11.11_ 555 Qt.. ,,�1. :555 ... ....... .. ,, _ .. _ .... ........t� 15" ,. W Storm .. 111.....1. ... ..._ -. _ .. - 550 .. �`. Min .. . dl� �. 550 _ --1111 _-_ -�- 545 o C1.ontractor to v ......... rif 95% y 1111-_ 1111.. 1111.. ---- -� 77�1111 .1... ....... ��, 1-1-Sto 4+ z- 1111... • ' 0+25..WL B com action Lrnd r es.1.1.�,_... _ .. ,. .. - • 1 - T 5 45 1111 J _ in r alt fill o eas. (Typ•) -'. -. 0I "' ca N .11 rn tQ t5" torm ��� in � /_ .... 11 I >��, 11 540 535 .. I o.. -0 _ O a r CN 11 �„ O .... .. . - . 1111 -.� .....� II o .... t3 ._ O U N U ...:__ ..._. 535 .._... + _ O 1111. x _1. _ ......... _1. .. 1.x +._ SV ar 60 1� Min 530 _ cn cv I. t- - .I ;- . _ . ...... 2 fj� r8" Yin Storm V4 530 Son _1+00 0+00 1+00 2+00 3+00 4+00 5+00 SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2) THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. 1/4 BEND COUPLING NO. MUELLER NO. H-15069 (3/4 1") LOCKWING H-15068 (1 1 ANGLE FORD N0. 2". 2-) L02-33 (3/4- VALVE \ NO. L02-44 (1 NO. L02-66 (1 1/2") 36" MIN. NO. L02-77 (2") OR APPROVED EQUAL R CAST IRON LID FINISHED GRADE 1= 10"-15" I- BROOKS 2200 SERIES BOX WITH II. EXTENSION OR APPROVED EpUAL n IN UNPAVED AREAS R f 4" STONE BEDDING - CORPORATION STOP (3/4", 1 ", 1 1/2", 2") MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL 8 TYPICAL SEF S13 TNOT TO SCALE - COPPERSETTER (PLACED ON STONE) FORD W72 (5/8"x3/4' W74(1) OR APPROVED EQUAL - METER BRICK AS NECESSARY z M _z N r7 WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALV. " WITNESS " POST PAINTED 1 /"*BLUE TO INDICATE VALVE LOCATION AS ' DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE • \� %�% '\�%` �� �. %r�I j •� M£ • ' . • • • .. • , • 14 b IV 4\ a a 15 Iq a 4 a v M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. 9 TYPICAL GATE VALVE S 1 3 NOT TO SCALB PIPE SLOT BROOKS (2 PLACES) 2200 SERIES (5/8"-1" METERS) E COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPRO_VE_D E_Q_U_AL. (2) PAVED AREAS (ALTERNATE `LOCATION): CAST IRON GINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1 -3/4" DIAMETER HOLE IS REQUIRED IN THE LID. ( - 5 TYPICAL l[ETER Bog --- S13 NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL BEDDING 8 STONE UNDER -CUT CONDITION UNSTABLE 8" 4'IMI INITIAL BACKFILL - 4'1M1 8" 8" 8" SOIL \ - MIN O MIN - = MIN MIN #68 STONE -= _=_ 68 STONE 0 1111 _ _ _ \` /i..Niii� e - ABLE SOIL OR ROCK' Z STABLE SOIL OR ROCK, NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTRE IRON WATER PIPE 1 INSTALLATION do BEDDING NOTTO ---11SC11--1111 ---ALE-1111---- ------------------___- S13 - = C > 0 0 W OQ -._... h v ',. % � h v d 0 0 i t 0 e m 1. 0 CP s B p �r va ac *tpLTH OF `/ O � c Z 0 TIMOTHY R. MILLER - CERTIFICATE No. -0 30542 �o ' �� \ate sS�ONAL ANG Revisions: N0. DESCRIPTION DATE mn E"__, W.*. C:d:D V 1 * ai E v z - E �� - Um-- 8 �NN = CO< r�(24 P", U o 4-3 j • 0 o J "�mo °'mm m O 'j - th'IT 't C U) aZ"�m <t `t 0 N o () L N n Q 3 0 - U U 0 0 N O C > 0 0 W OQ -._... h v ',. % � h v d 0 0 i t 0 e m 1. 0 CP s B p �r va ac *tpLTH OF `/ O � c Z 0 TIMOTHY R. MILLER - CERTIFICATE No. -0 30542 �o ' �� \ate sS�ONAL ANG Revisions: N0. DESCRIPTION DATE mn E"__, W.*. C:d:D V 1 * ai E v z _o o z 5 a, - a W = '-' r�(24 P", _� O o M f: >_ m O m --, QQ--, 3 0 r U W a c t o O ai W Q n �= n U (n cn On W 3 0 3 0 ai 15 = C) 0 Sheet No: S 13of I_" = '-' r�(24 P", T ---i >_ 01� W r U) E-4 E-+ a O � W I I) W r"-� U = � 0.' wW I -I '._4 O E- � Z E-� '"'' I_-! 14� _ < v �i �_+ ~ Q 4; � :;_- CD U U Q1 O a_ Sheet No: S 13of C 12X4 12X6 12X8 12X10 1 Yard Drain ------------------------------------ - - S A DUCTILE IRON GRATE W/CAST IRON FRAME C VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR: ADS N-12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC A B C 12" 4" 10.50 12' 6" 11.50 12" 8' 11.50 12" 10" 11.25 12" 12" 6.00 12X12 A DUCTILE IRON GRATE W/CAST IRON FRAME VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR: ADS N-12 SDR -35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC u I MOM" I UtWLwtb WWW :I MAI TEN IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER OR LICENSE THE USE OF THE DESIGN OR��yIl® TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ART HEREFROM, FOR THE DISCLOSURE T^ETHERS IS DRAWN BY CJA DATE 625-99 MATERIAL 3130 VERONAAVE BUFORD, GA 3051V PHN (770) 932-2443 Il�� FAX (770) 932.2490 a�� WWW b -U3.a APPD BY CJA BATE 62699 PROJECT NOJNAME INLINE DRAM TITLE 17 DESIGN DETAILS FORBDDEN, EXCEPT BY SPECIFIC WRITTEN PEFMkW?PbWG bW ORI ASI SIZE A SCALE NTS SHEET 1 OF 1 f DWG NO. 7003110-002 REV BEROM 1. QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05. 2. MATERIAL: DUCTILE IRON. 3. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT. 4. APPROX DRAIN AREA = 39.75 SQ IN. 5. APPROX WEIGHT = 20.15 LBS. 2 Yard Drain S 14 netei a or z 3icai Pavi --- ---------------- S14 Nom' s 1. 013. DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA HAS PROPRIETARY RIGHTS- THE RECEIPT VL N OF THIS PRINT DOES NOT CONFER DATE 05MAY00 OR LICENSE THE USE OF THE DESIGN OR E 0 INFORMATION SHOWN HEREIN APPD BY CJA TION OF THIS PRMIT OR ANY NFORmAnON � HEREIN,ORMANUFACTUREOFANYARTK.BATr 05MAY00 FOR THE DISCLOSURE TO OTHERS IS C EXCEPT BY SPECIFIC WRITTEN PERMISSI SIZE A MI1I t1ORL 3 1 W VERUNA AVE BUFORD, GA 30518 DUCTILE IRON n PHN (710) 932-2443 FAX (770) 932-2490 PROJECT NOJNAME J WWII,�q GRATE ! COVER 1iTLE 17 DROP N SCALE 14 SHEET 1 OF 1 O. 0-11021 RE8W 4 Typicad Sidewalk Detail S 14 xo►r Iro sce1E Sidewalk 4" – 3,( 4" – VD VDOT S1 (To be where road grade exceeds 3%) `VDOI STD. UD -4 f UNDERDRAIN 5 Lockwood Drive ZYA 02-02 ROAD D S14 . Not to ...SC- ie ---------------------------------------------------------------------------------------------------- Abiwton Drive ZM 02-02 ROAD F) o - VtJV I L I H OAZ)t MH I LIN AL S14 -Not to-scdle---------------------------------------------- -------- ------------------------------- --- 7' Parking 7 Alders ate Way ZYA 02-02 ROAD G - ........................................----------- S 14 Not to smie 5' 2% Slope (Max.—) 8 cOmmunit S14) Hot to SM16 25' Pavement Road 33' Access Easement 9' Travelway 9' Travelway Road 30' Access Easement 18' Pavement 9' Travelway t7t 50' Public R/W 5' 2.5' 13' Travel Lane 2% Slope (M ) A CG -6 2% SLOPE 4" MIN 4" OUTLET PIPE COMPACTED SUBGRADEJ 95% COMPACTED Road 5' 2% Slope (Max.) . Sidewalk 4" – 3,000psi Conc. 4" – VDOT 21 A 13' 2.5' . Travel Lane 2% Slope (Max.) -% SLOPE CG -6 1.5" SM 9.5A 3" BM -25.0 6" AGG BASE TYPE1, 21B 5' — Sidewalk 4" – 3,000psi Conc. 4" – VDOT 21A �4 PIPE 1 �UNDERDRAIN VDOT STD. UD -4 On street parking is not required and the curb to curb road width may be reduced to 30' because the road length is less than 0.5 mile and no lots front on the road. Ref. VDOT Road Design Manual, Appendix B, Subdivision Street Design Guide: Sec. B-4, Paragraph B, 3(d)(3) 9 Uvingston Drive, Sta. 10+00 to 16+11.69 S14J N T 0 � Sidewalk 4" - 3,000psi Conc. 4" – VDOT 21A C � E O Q L T H of `/ TIMOTHY R. MILLER CERTIFICATE No. 30542 ^�sSIONAL ENG\ Revisions: NO. DESCRIPTION DATE mnts mnts I --I VL ) � C: v 0 CNJ CV F.—.i E 0 Z U �o W a� � C N oZ'c�m 0 O 10'a L N t - (\ t C O. O a �U O H � C � E O Q L T H of `/ TIMOTHY R. MILLER CERTIFICATE No. 30542 ^�sSIONAL ENG\ Revisions: NO. DESCRIPTION DATE mnts mnts Sheet No S14ofb I --I VL ) � o ' O F.—.i E 0 Z U �o W a� � T m W Sheet No S14ofb I --I O 0 M � � T m W � E4 3 o � � U a o w H � I 0 t En Ill O v W Q � — 1- o U V) Oi ,C 3 0 pi C_ 3 ai CD CD 0 Sheet No S14ofb I --I 0 0 Z W � E4 a o w � I W � C) 0 Q � O 1.4 Q w O _ U O 1 Sheet No S14ofb O N � U O N DAVID T. ANHOLD CERTIFICATE No. 000311 tia _ZANDSCA?B �:c4 revisions: NO. I DESCRIPTION I DATE n� 0 M La - oma, a w ;:!� nw r'1 � ¢ a a � at o, u C5 A GO U O t N U7 o d d N N F- u y C OD A A A Sheet X10: C& S15 of w ;:!� G� O t-1 -i w o IE � � w a o 1-4 o x � � � w Q w 1-4 � w rr� a a � :Z; E-1 z o g w Q 0-4z 0 a Sheet X10: C& S15 of m--- ---- CUNCRETE D B91DEV� WITH SrAMPERICK PAIrTEERRNN, 4 1 N 71 SEE D_TL. ZON ACCESS RAMF;_--I got HANDRAILS SEE DETAIL Fri0 IF I; 54 7..5 IT 54"5' ;Lol0LO-L 14 2 7 7 2 70 MOM off a. • E' PAMN k CDNCR.E'tC CRMSVAL.K, VITH STAMPED CLIBBLE PAT ERN "SEE, RT6 CDNCRETE SIDEWALK VITTH sTAmpEv aRrcK PATTERN ■ 0 0 ip m x I m m a x WMMU Ink 01MM 0 1 IN MAN 03 — *THE ELLIPSE' COMMUNITY GREEN LAYDUT OE — OTHE QUADO COMMUNITY GREEN LAYOUT SCALE1+ 1=10,iii' SCALE- 10�-10` . ....... ... �j Ix N ✓TREE CL ALL G L X(I Ir L L X7,V_W, SEE CIWL- VMVINGS FW- BW- ZETENTIM Ix' `-PLANTINGS� -T-YPWAL, el 40 j N01 *10i '000, u 7 -100" 0i V�, Acqu LL DR sgpq-01,96 % N f 10 L VI. f -3 ih�i k el -el 4- Z, -'A Ix' k 57 60 kq 30 01 —LANDSCAPE PLAN SCALE,, 1"=30" F-"zs)7 -Z-27-6)6 _10A *AY w W UA'M T. ANHOLD G RTINCATE go. boat A DATE c=iiI 40 40 ze d QJ $A cd OU 44 ct Z 0 F=4 z cn E-4 E-4 Z E-4 0 z C> 11.4 W E --t P4 P4 -94 E-4 C/2 Cz :> z E-4 Ou Sheet No. - S16 of 19 MAIN CDNCRETE CROSS K WrTH' -i STAWED MOLE PATTERN, SZE D7L. CDNOMTE S:1DEWALX WITH STAMPED BRICK PATTERN, i 011 M� 564.80 VAL -SEATING L,, SEE DTLI 5-617 RIC aA N M EW -- _ 10 s T 6 719 719 S 42�1 M IF cmc; SEr DETAIL. II a ���. f ���+1'� ALLLrGHTS V ALL BE X VN- 12 Pix L AREA o�1' �_Y LIGHTS� ML UGH C c i u T-004� PER CgWrY Rus. cz Y CVHCR#�W' BENCH swwi s �: = Tht-4,QUAD If :i (._`GMMUN1_TY GREEN h2 LUI 11667 " S" milNC --57Z65- -4y 111M, Mill 0 75,8& 574,10' ca Y/I sh0mi 11Z WWK17, , Jk� %A . _0 03 — *THE ELLIPSE' COMMUNITY GREEN LAYDUT OE — OTHE QUADO COMMUNITY GREEN LAYOUT SCALE1+ 1=10,iii' SCALE- 10�-10` . ....... ... �j Ix N ✓TREE CL ALL G L X(I Ir L L X7,V_W, SEE CIWL- VMVINGS FW- BW- ZETENTIM Ix' `-PLANTINGS� -T-YPWAL, el 40 j N01 *10i '000, u 7 -100" 0i V�, Acqu LL DR sgpq-01,96 % N f 10 L VI. f -3 ih�i k el -el 4- Z, -'A Ix' k 57 60 kq 30 01 —LANDSCAPE PLAN SCALE,, 1"=30" F-"zs)7 -Z-27-6)6 _10A *AY w W UA'M T. ANHOLD G RTINCATE go. boat A DATE c=iiI 40 40 ze d QJ $A cd OU 44 ct Z 0 F=4 z cn E-4 E-4 Z E-4 0 z C> 11.4 W E --t P4 P4 -94 E-4 C/2 Cz :> z E-4 Ou Sheet No. - S16 of 19 Project Nance Firm A UHDLD AGCOXWR5 . eonwded corisavatfara Plan Mearp" Descrip tian, �, 1. The foilow;m•;6ams sb.R be shown and idmti6erl m ti� amu- • Trees to be preserved and paotected. • Limits of caning ahown>» Dimer thea the arW& drip -Line, tart am kss>bsA s feu frmn the face, oftbe trees to preserved and psotected. • ' Location and type of pwiecdve fmaiug. • Detailed grading information in areas win- grado change may require tee wells or was. • Tupoelinartmebingpoposedboyand die licaft of clea®g. 2 l State clearly an the pian that W trees to be preserved and Nowowd aball be madced with paint or rrbbm at a dta& clm dy visible to egaipmsnt operuors. No land disaabiog actdvity shall begin unW the ttee maddng hasban i=iled by die ocatm as and inspec6e and approved by fire county Engineering 3. Badmient l and Storage State dearly on the pian that "Heavy etpap=4 vehiada<ttafBn, esnddim ttkfage of aooativallon malaids and aal shalt ant las permitted whin the oalsida drip-lim of treses to be p waved and pratecaad". 4. &WOUCCUMAMMINUMand ' Tagpomry erosion control tnaiares aod/ar permmem aia®vrato managemmnt titxx'lities tocatiens steel( be cocsdiosied such that they shall tau adversely afflict peas to beprecaved and protected.' 'A S. Fan ' . rani= clearly aaiie plan that •'lihea andl sot ire parnilped width 100Bed ofthe aikiae driip-line of lees to be paeserved and poi=nted". ti. T.& Materials Staom curly an tate plan that "Toouc mderials shall aotbe stored wditin 101) feu of the add& drip -line ofteet to beproaerved sadptaftc6ed-. 7. Protective Faring Tree putadve forcing ahall be shown and ifeatified on the plaa far all trees that are to be pmerved sad I A "I and we loaded widim 40 ted of a paoposedbm'id'mg or load d;adsbing activity. State d*1* on die plan that "No land disknbigg activity shill begin uNd dw tee prow* m tooaiog has boa imtaded by fhe contractor and Impowd a -d app —,cdby die C-" Depargmd*. & Tree WAIS - - whaa the ground level most be rained wMin des drip -tine ofa tree In, be preserved and protected, rho plan shall aho% identify, padpmvide a demil for a tree well. 9. Tree Wails when the ground level mast be lewend wMia the drip -tine of s from to be p moarved and p' wiected, the plan shall show, odai fy, andprovsde a doW for a tme wall 10 TrAmbi g & Tuandw Indicate on dieplanwhere treadling and tunneling will be necessary within dw tTmiia of freepaooxtim orbeyood die timifs of cearia& Sore dearly one die plan that "what treadling for any Had of pc orbayondt* ofdaring, separnfimfi dw raging trees don mnamised to me finmeat =fiat p0=9b - Taal shall be —p ired wlwn deaad, by wan Cormty Hogfoeer, thattmnrhhgwHtsipoifianaly damagefhederroda aftaew do bep marpedand paotoosw, pi, 1 i. naoi.aed Tnces & Coamaoied R=ot Tor=e State clearly on the plan that tiny damage b the crown, trunk, orroa sye sn of any tree to bepieserved and p atowd daft be repaired iorrse atdY. in aeoordonc a with due p<acrim in the Penman & Sediment CantelIlaodbooL Cat to swum Wariesshall bepresm%cdbyaprafesapmlformerortree - wedefist Stme elesdy an ire plan dant "Soils wfiich bave baa eompa Ied, ner the mot zona of trees to be piesaved and proteoded, afield be aerated by punching Logs wig as irai tear, every 18" over the roc moa The bar andt be driven 12" deep and mored back and forth in each hole no& die trail is looacned". 12. Rea>wal gCIMaMa hots fm Mom= Stator dearly an *a plan the Mae protective measures abdl be the bo of We temporary emsim cental plan wasam tanned duchig the Bad dean -opt'. Completed My: QAU 10 A& DLD $- t -6, Z Design- Dft CDNSER VA T I DN PL A N CHECKL IS T PEDESTRIAN LIGHT PHDTDMETRIC• PLAN (EDDTCANDLES) SCALE; 1-`=30' 4" COLORED CONCRETE PA VEMENT WtTH STAMPED PAVER PATTERN 6"X6" 10/10 WOVEN WIRE MESH REINFORCEMENT 1/4".• 1' MIN. SLOPE • .° d 4Q. d ° • 4 d ' O o 0 O n� 4 IN. COMPACTED 21-A GRA VEL ' ON 100% COMPACTED SUBGRADE NOTES: 1. RNAL COLOR AND STAMPED PATTERN SELECTED BY OWNER. 2. SEE PLANS FOR EXACT LOCA PONS, ELEV., & DIMENSIONS. J. WOT CLASS A3 CONCRETE. CDNC, SIDEWALK WITH STAMPED BRICK PATTERN SCALE: REINFORCED CONCRETE PAVEMENT WITH COLORED AND STAMPED COBBLE SURFACE. STEEL FABRIC REINFORCEMENT PER VDOT PR -3 SLOPE PER PLANS d a 4 d ° 1 d e a e .4. - .4• Q ' 4 o ° _ d e 0 0 o � ; a 00 a a l \COMPACTED 21-A GRAVEL SUB -BASE I ON COMPACTED SUBGRADE. CONS77-?UC770N OTES• 1.. ALL MATERIA4S AND CONSTRUCTION SHALL CONFORM TO LA TEST EDI TION OF VDOT ROAD AND BRIDGE SPECIFICATIONS ALL WORK SHALL BE APPROVED BY VDOT. 2. ALL WORK SHALL CONFORM TO VDOT PR -3 DETAIL FOR CON77NUOUSLY REINFORCED CONCRETE PA VEMENT. J. SEE PLANS FOR EXACT PAVEMENT LAYOUT, SLOPES AND GRADING. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWING SHOWING STAMPED PATTERN AND COLOR FOR REVIEW AND APPROVAL BY VDOT AND OWNER PRIOR TO BEGINNING CONS7RUC770N. CDNC, CRDSS WAL K WITH STAMPED CDBBL E PATTERN SCALE FDMIRE BALLASTAAMP ARM POLE COLOR OPT06 24%M V5 25OW 2-TRt M 082-SRI&186 six PRMN KW 120 • n88-4812-125 OGN • ' Refer to your AAL catalog for a complete lstktg of mailable arms and poles. ALL U614TO WAIL 6E FULL CUT Orf PF ALO CO. PQhM 15 PEDESTRIAN LIGHT DETAIL N, T, S, INTERMIDATE POSTS ALONG RAMP SHALL BE CENTERED BETWEEN LANDING POSTS, 10' MAXIMUM BETWEEN _POSTS TYPICAL, � rlll� 0"-6&f EXPANSION I`4UUL S, 1,�AMH SCALE. 31411=11-011 1-1/2' O,D. STEEL HANDRAIL & POSTS, TYPICAL, ,, CONTINUOUS WELD, SET 4' DEEP WITH QUICKSE'T HYDRAULIC CEMENT. PRIME AND PAINT WITH TWO COATS PRATT AND LAMBERT CHARLESTON GREEN OR EQUAL. ' SEE PLANS FOR EXACT SLOPE AND o POSTS SET 4' ON DIMENSIONS, CENTER FROM EDGE OF PAVEMENT, C . d .j PRE -CAST CAP. INSTALL PER MANUFACTURER RECOMMENDATIONS, COLOR BY OWNER, 4' CONCRETE RAMP AND LANDINGS WITH 6'X6' 10/10 WWM. ALL CONCRETE SHALL MEET VDOT A3 SPECIFICATIONS. 2' R=1 1/4' 3/8' FACE BRICK. TYPE & COLOR BY OWNER 1.ADJACENT PVMT. SEE DTL, PROPOSED FINISHED GRADE, SEE SITE PLAN, � 1 a CMU CORE. GROUT SOLID c i BELOW FINISHED GRADE. :y VERT, REBAR-#4 A 16' O.C. r mown ° mooft or CONCRETE FOOTER ON 1007. d a COMPACTED SUBGRADE, a 1 ALL SPECIFICATIONSVDOT , A3 HORIZ. REBAR-#4 a 6-#4 REBAR I 19• B.C. CONTINUOUS SEA TING WA L SCALE. 1/`=1/-0` 1992 333& FENCING AND A I:Y. T;�ri r a ORING y « C.IORRECT METHODSOF CORRECT TRUNK ARMORING t>� TRIANGULAR BOARD FENCE Source: Va.. DSWC TREE PRDTECTIDN DETAIL Nr T, Sr Plate 3.38-2 4' COMPACTED 21-A GRA ON 1007. COMPACTED SUBGRADE. 0' 1-1/2' OD. STEEL HANDRAIL, T YP. CONTINUOUS WELD. SET 4' DEEP WITH QUICKSET HYDRAULIC CEMENT. PRIME & PAINT WITH TWO COATS PRATT & LAMBERT CHARLESTON GREEN OR EQUAL, CENTER MIDDLE POST BETWEEN UPPER AND far LOWER POSTS. �r `-6'-3' I 0'-3" if II � :fl l . :•. ' RADIUS �0 .� • �" : a 1/2' CHAMFER, ! CONTINUOUS. ;; NO. 4 REBAR00 d� , . IN NOSING 12, N0. 8 REBAR < �`• - '-3' '-0"j DOWEL BETWEEN STAIR A_*. d• . AND CHEEKWALL, ` ' ' ` : • ° CDNC. WALK, �.. SEE DTL, CONCRETE STAIRS, 3500 • . _ PSI, AIR -ENTRAINMENT. • EXP JT. • � 4` �► off' • 11 I I 6'X6' 10/10 WWM • a - -,d • fit' V CDMPACTED 21-A GRAVEL ON 103% COMPACTED SUBGRADE NO 4 SMOOTHBAR AT 18' O.C. 12' WIDE CONCRETE CHEEKWALL, SHOWN BEHIND. C;UNUHETE STAIR SCALE;, 314"=1"-011 h0 o t6 (U (U A CAT NO Dt SCAMMC i 70M Uses nm* m base Ea 17 bMs PR ve 'cal lamp, type 3 testecbor 70 watt metal hallo multitap ballast — � A 1-2( QAW4&277 molt A � V PRIIItiN V5 C 3 PP>8MN Nr85 ktdtrdes a 8li watt QL Mxidcliorr ! � W -Din sot�uet for T6 lama t 70 waft metal held= rrN tap bust Lamp, doctra b=lest and an LDL tens, splay 1 4QrL7F Z 120 of 277 vot vtolt COMMON NAME PRMN L185 irnbdas a 165 watt OL hdttr, m 100MM uses mta ken base ED-171ayrx►s ROOT NOTES Lamp, Mo 11 r, sic belast and an LDL lane, spary 100 watt nretstl halde mtAitap barest' PAPERBARK 1MAPLE 5 120 or 277 volt. 2N20BJ241Y277 volt _ ACER SACCHARUM V 18 ter .10 2" CAL B&B MATCHED CORNUS FLORIDA W"T V*" DBZ Dark Bross= oGN Dark careen 5 V HGT. BSS VGR ':Verde Green GINKO BILOBA MAINDENHAIR TREE ATG Antique Green CRT CorUen 2" CAL B&B MALE ONLY Custom and RAL ooift are atratlable at an GOLDEN -RAIN TREE 12 Odra cost. Blease atlbry* a color sample or B&B LAGERSTOEMIA'NATCHEZ RAL color number. NATCHEZ CRAPE MYRTLE 36 8',bi T: B&B Z ter i aabawra friss, SAUCER MAGNOLIA BPs Stotts am iniehed in a brass odomd powdery coaa 8' HGT. B&B MULTI -STEM U need lens to Cance=l the A duce OKAME CHERRY 20 reduce tamp B&B QUERCUS PHELLOS RST Instant restart watt WILLOW OAK 14 2" CAL HPS lamp `r�• QUERCUS SHUMARDII ORS Quartz restrike controller and socket for a 15 2" CAL B&B T-4 mini -sand halogen lamp. nL A CORDATA LiTTLELEAF LINDEN QL Socket for a T-4 mini -cared halogen lamp. 2" CAL B&B MATCHED Reid wired to a separate circuit. Z O 1--4 ALLEE LACE43ARK ELM 23 HSS House We shield, factwY installed B&B - PSS Pulse tllert belast for 250 10111, V3 or V5 GREEN VASE ZELKOVA s a dna Itov only. B&B Fs1 Single tltairlg for 120, 277 &347 volts OWA FS2 Double fu*V for 120, 277 & 347 vote 38• z 19• ilia See the AAL catalog for a AA1 n W of 915mm x 480 mm decorative bases, anus and poll=s. EPA=2.7s CANOPY AREA wrpow UNL CANOPY AREA IP PATIO= 54 FDMIRE BALLASTAAMP ARM POLE COLOR OPT06 24%M V5 25OW 2-TRt M 082-SRI&186 six PRMN KW 120 • n88-4812-125 OGN • ' Refer to your AAL catalog for a complete lstktg of mailable arms and poles. ALL U614TO WAIL 6E FULL CUT Orf PF ALO CO. PQhM 15 PEDESTRIAN LIGHT DETAIL N, T, S, INTERMIDATE POSTS ALONG RAMP SHALL BE CENTERED BETWEEN LANDING POSTS, 10' MAXIMUM BETWEEN _POSTS TYPICAL, � rlll� 0"-6&f EXPANSION I`4UUL S, 1,�AMH SCALE. 31411=11-011 1-1/2' O,D. STEEL HANDRAIL & POSTS, TYPICAL, ,, CONTINUOUS WELD, SET 4' DEEP WITH QUICKSE'T HYDRAULIC CEMENT. PRIME AND PAINT WITH TWO COATS PRATT AND LAMBERT CHARLESTON GREEN OR EQUAL. ' SEE PLANS FOR EXACT SLOPE AND o POSTS SET 4' ON DIMENSIONS, CENTER FROM EDGE OF PAVEMENT, C . d .j PRE -CAST CAP. INSTALL PER MANUFACTURER RECOMMENDATIONS, COLOR BY OWNER, 4' CONCRETE RAMP AND LANDINGS WITH 6'X6' 10/10 WWM. ALL CONCRETE SHALL MEET VDOT A3 SPECIFICATIONS. 2' R=1 1/4' 3/8' FACE BRICK. TYPE & COLOR BY OWNER 1.ADJACENT PVMT. SEE DTL, PROPOSED FINISHED GRADE, SEE SITE PLAN, � 1 a CMU CORE. GROUT SOLID c i BELOW FINISHED GRADE. :y VERT, REBAR-#4 A 16' O.C. r mown ° mooft or CONCRETE FOOTER ON 1007. d a COMPACTED SUBGRADE, a 1 ALL SPECIFICATIONSVDOT , A3 HORIZ. REBAR-#4 a 6-#4 REBAR I 19• B.C. CONTINUOUS SEA TING WA L SCALE. 1/`=1/-0` 1992 333& FENCING AND A I:Y. T;�ri r a ORING y « C.IORRECT METHODSOF CORRECT TRUNK ARMORING t>� TRIANGULAR BOARD FENCE Source: Va.. DSWC TREE PRDTECTIDN DETAIL Nr T, Sr Plate 3.38-2 4' COMPACTED 21-A GRA ON 1007. COMPACTED SUBGRADE. 0' 1-1/2' OD. STEEL HANDRAIL, T YP. CONTINUOUS WELD. SET 4' DEEP WITH QUICKSET HYDRAULIC CEMENT. PRIME & PAINT WITH TWO COATS PRATT & LAMBERT CHARLESTON GREEN OR EQUAL, CENTER MIDDLE POST BETWEEN UPPER AND far LOWER POSTS. �r `-6'-3' I 0'-3" if II � :fl l . :•. ' RADIUS �0 .� • �" : a 1/2' CHAMFER, ! CONTINUOUS. ;; NO. 4 REBAR00 d� , . IN NOSING 12, N0. 8 REBAR < �`• - '-3' '-0"j DOWEL BETWEEN STAIR A_*. d• . AND CHEEKWALL, ` ' ' ` : • ° CDNC. WALK, �.. SEE DTL, CONCRETE STAIRS, 3500 • . _ PSI, AIR -ENTRAINMENT. • EXP JT. • � 4` �► off' • 11 I I 6'X6' 10/10 WWM • a - -,d • fit' V CDMPACTED 21-A GRAVEL ON 103% COMPACTED SUBGRADE NO 4 SMOOTHBAR AT 18' O.C. 12' WIDE CONCRETE CHEEKWALL, SHOWN BEHIND. C;UNUHETE STAIR SCALE;, 314"=1"-011 5,950 NEW TREE CANOPY. 42,825 EX. TREE CANOPY PRESERVED (90125%): 94,794 TOTAL TREE CANOPY PROVIDED 137,619 SITE AREA SQ. FT.: aa7 'A77 f'L AN 1 MA I L H1 AL SUMMARY h0 o t6 (U (U A � ' W � A W A � V C 3 A U t PLANT SCHEDULE Z P SCIENTIFIC NAME COMMON NAME NO. SIZE ROOT NOTES ACER GRISEUM E-+ PAPERBARK 1MAPLE 5 1-1/2" CAL B&B _ ACER SACCHARUM V SUGAR MAPLE .10 2" CAL B&B MATCHED CORNUS FLORIDA FLOWERING DOGWOOD 5 V HGT. BSS GINKO BILOBA MAINDENHAIR TREE 14 2" CAL B&B MALE ONLY KOELREUTERiN PANICULATA GOLDEN -RAIN TREE 12 1-1/2" CAL B&B LAGERSTOEMIA'NATCHEZ NATCHEZ CRAPE MYRTLE 36 8',bi T: B&B MULTI -STEM MAGNOLIA X SOULANGIANA SAUCER MAGNOLIA 12 8' HGT. B&B MULTI -STEM PRUNUS X "OKAME" OKAME CHERRY 20 a HGT. B&B QUERCUS PHELLOS U I�-I tai WILLOW OAK 14 2" CAL B&B QUERCUS SHUMARDII SHUMARD OAK 15 2" CAL B&B O E -i nL A CORDATA LiTTLELEAF LINDEN 8 2" CAL B&B MATCHED ULMUS PAR\AFOLIA "ALLEE" Z O 1--4 ALLEE LACE43ARK ELM 23 2" CAL B&B ZELKOVA SERRATA "GREEN VASE" i CL GREEN VASE ZELKOVA 17 2" CAL B&B COUNTY ZONING - TREE CANOPY CALCULATION CANOPY AREA CANOPY AREA AT 10 YEARS AT 10 YRS. COMMON NAME NO: (TREE SQ• FT.) (TOTAL SQ. FT.) PAPERBARK MAPLE 5 95' .475 SUGAR MAPLE 10 215 2,150 FLOWERING DOGWOOD 5 124 620 MAINDENHAIR TREE 14 95 1,330 GOLDEN -RAIN TREE 12 300 3,600 NATCHEZ CRAPE MYRTLE 36 77 2,772 SAUCER MAGNOLIA 12 115 1,380 OKAME CHERRY 20 200 4,000 WILLOW OAK 14 370 5,180 SHUMARD OAK 15 330 4,9.50 LITTLELEAF LINDEN 8 250 2,000 ALLEE LACE -BARK ELM 23 366 8,418 GREEN VASE ZELKOVA 17 350 5,950 NEW TREE CANOPY. 42,825 EX. TREE CANOPY PRESERVED (90125%): 94,794 TOTAL TREE CANOPY PROVIDED 137,619 SITE AREA SQ. FT.: aa7 'A77 f'L AN 1 MA I L H1 AL SUMMARY a or me T. AMM VGRJRI x No. =311 �4 NO. I DESCRIPTION I DATE 1 N h0 o t6 (U (U A � ' W � A W A � V C 3 A U O Z P O O a to Z E-+ Z V 1 V O O x � W W W � � a or me T. AMM VGRJRI x No. =311 �4 NO. I DESCRIPTION I DATE 1 N co •ap 0 Z U L t6 (U (U A W � A W A � V C 3 A U O Z � g° 75 A �l -j ; s rn Q O (4 o A t6 (U (U A W O Z � O Z E-+ Z O O x � W W W � � U I�-I tai ZCO O E -i ~ Z O 1--4 i CL Sheet No: S17 of' 19 , J - / j 1 i � ! I ! I \ , -_ / / j / / i i \ \. // / / \ ..----___-_ 1 ) /r i I S, // j` ! ! /I ,r r� f I \\ 1 \� / // ,/ , ! J f % , !, ,; ;,-_ ---\ � -`- f,,- � I' I'I ,:! /' j t \.\ '\�-- - `{ //, ,, /; / ,\\ J DESCRIPTION OF AMENITIES /// I/ / 1 ` i J 1 ! / /'/ /; i` ,\`\\ \ i /' i ,/ \ r / f / / /" \ \ ` lock , I/ ` -- / J f! , /r , , i '\ \\\--_ / j / // / // / \ l ! ' f f l j \ \` \ --' I / Greenway Path & Dedication 2.30 Acres 1 /,,/ !i - . / / / ;' /' l � `\ ` . l 1 / /� t- i/- - --._ _ / \\\ ( / ' ! - / /` / / ! 1 , --- - ,f / t ! ! \ �/ -_ _ _ t t Dedication -� � �'�\\_ -�`. _ _ -/ ,, ;' r ,�' ;' ,! `', \\_.-- ; !' t' % ,/ - � `-\ extends to blocks II �C III / // , // - , /f // '/ / l \\ �, ' J / /' /' it I - / // r I 1._ -- - \ I / �` ;` ,, Multi-purpose grass playfield (0.30 Acres / -- - -- /, i j / t` i ,, \ Tot Lot: (0.07 Acres Phase 2 ( 1 / / / l f ✓ / ) /r J �� f / / f ;' f / / 1 i \ ! _ - " \�_ ,/ i i \ ` _ _ /' / / / % f / / i / / , / /' / { I/ / ' \ � ! i ``--, l / / 530 / { / , _ ` f i i Block II Linear Park: 0.68 _ Acre .-.-----...-._ -- - i `:. - Two multi-purpose lawn areas connecting greenwa ath to - , - ` - --- - / ,` f / ` i , r_ _. - i` ! - --' ---- - ___,- _ I : \\ ,, //: _, i ,� _ - -, oad D Handicap accessible stairs and rams Sidewalks R _ / p _ i i -\ \ i _ -- - / . , ..,, _ - _ . ---- ,- \ /' \` - ! _ Benches Lands - -- c 2 L tti i / -- � t p •ng �\, g g r - n :- -- - ,' __. _ l' ' t , \ - - / // r _ . ,._ __ _ `t �\ , ., \\ *\ �,\\\ \ ,' / Block III / _ ✓ \\ ` \ \ \ / __. — Greenw __ - - -`__ - _ 6, ." \ \\ \\ . \ ded�lcatzon and trail ___ _-- / 1 --- v \� K \ \ \ ! re enw Park • (0 42 A c __ - / r r K %� -- , - _.. / �T / , GG -- __ 1 �� , _ / deal park area with pticnzc tables on concrete ads. �_ _-_ 1 __.__ ' - - - j1 - Ne bo ood Park wtith _._ \\ ' �J,� ' - �C1i4e ,1,�� (� \ \\. s J ,t igh aches. (0.07 Acres r - i _ -_ \ . / / r. ' r. / �� K,/ ✓i �i ` \ \'Q`\\ ` - I.. \\\ \\\ \ SCO / r r / _ - ; -. k. \ \ - 40 r Z. __\ J / \\ /r/// - /'/ ' - - tc Yf Ic / tc /ii��f �enway _..�. - \ ��\� `� 1 \'N _`5 \ i� , `111 \ l T /' I` Block ►� > /; r - ._ f. r.% l K' �' / K x i _ �i i K�ic rc \ \\ 1 -`'\ \ \�i \ \ !1 \A� // = ' ' / ■ \ f `\ 1 / �ed-� Cat - _ , '' , . r - ,.� !� -' -,,_\ � v \� JJri _ Seating Area \ _ -_ . wtith L andsc pti _ _ _. __ _- - r . _.. I I , _ _.. _. _. / � - �I,-� f � �,.1. , _ ,/ k __... � `. � \ _ - -- �, \� ' ; Block VI �. �.;: \ \.\ I _..... .. r S i ; ! i I $ 1 .-- = / / / ��, - / .. * ! , / / J _...1 �/ - 1, \ K ' e \ r` \' �, -- ....-_ \. I 1 i I 'III ! /-1,- _ - �• k' .1, je V . � y'_ I , / " - l _ /!' ! ` e \ _ "\\`. `\- _ Y �`„`•.`1- t r �___ / ' \ -- — — / v'' \ Pocket ,,� _ ��ti Park. (D. 8 Acres ,_ 1 '' I/fI i 1 r` I r t r ,` Y �- -�- . � ''- ..._i ,'' / -K K y K \\ / / K // r J !, I , i / / K Ic ,,` /� - / /l r/ �' \\ ” K K kip K - K y ,� ,�'- f .� r .� l -. _ S1�EAl1 - _ l t2 u s as are `'�' 11 Mu p rpo gr s a / / J / r / /.,- r - , ( / r'� - J '. -�•'- % / i , ''- . '' _� \ \ Y E _ _..-- is Ic Ic ,JL le -'-'.IC__ "-1"� T� _ l e — --- i ' ' ,� ir / ! r / ,/ j '"i '.__ ..>i� ` v/ �i . / r,' !� �' r- ./' -` /�"----- ...... I�' f 1� 1\. Ic: I� k k.,+.14 k__ _K - ti- K I�� 14 -K = V_ — : _ 1 - -- ` // , J / ,/ ,r J i/ i �i%i J i�� // /ir J r /r ' J r / `/' _ , �:.`'...., ie K .\.k\ k \ � �K` — — �,+ . �. "w Ic K ".. K _K... K . � k r -K"` K �,� - I __ K K K K K K K - - - ___. - _ ' / ' K / K K / % / .: ,.�-- / i- .,- I .\ , Ic K K _ ---' -- -' K K - ..-it - .JE.- K k , \ '\ ', I `\ \ I ! l brass P1 la _ -- a Ar - t / , - ; , , / - , . ,' / :'I� K , h . , , - // - / • y \r K ` \ , :j, , �� -- - ---- --' - - .-- ..-._._._ -.-ice'- {c"_ I[--- --'K- .----� ---- K - G r e e n w a ` \ 't i � \ ; \ it 1 ._ ._ _ I Edi' ` \. ; / / ` ;' / " 7' / /\/ O4' / , / . ' i , - \■I v I` / l� I� . -ti e r _.._ _ - - o \ \ `\` ; \ \ i -- —. 1y , i r [`) _ K \ / / -/ i / / i / , , I ; _ - -__ - �\ \� \' ! - / - .�- - _ - - �'"_ �- i _� ���-'tel ��--_ K \K •a ! r -- - - -- r \ \ _ / i _ -- _- \ moi' / / , \ / , , �-^�----------=-----------------------J / �- fiT ' \ � } 1 / 1_ 1 `� _. .>.. I' / / ! 4 \ — �` i i -- -�'\ 1_ - _ - K � r Ji �f } / -- --__ ---- --- --- - --- 'r --- -' I / / / - - - __ - \ " l KI IK f �' T =�— —----------�'---------- -- ------ ----- -- - i '' / ,r` ,/ // / // / ri / / // / r / -� , - \. --i . -- - -_�• � -`._\ Ic `K. 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