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HomeMy WebLinkAboutWPO202000058 Plan - As-built WPO VSMP 2024-01-26LEGEND EXISTING U ---310--- ------ 310------ 311.5 x 311.5 TC x 311.5 TW x 311.5 BW x --o- f - 0HU m - RD q S W — Q - GAS 10 `, 0 X10 5781X SAX 5rx uw ZEN -4- m 0 — RD�— -S - - W - 0 0r — GAS DESCRIPTION BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK ACCESS EASEMENT PARKING COUNT DIMENIONS GRADING EASEMENT INDEX CONTOUR INTERVAL CONTOUR SPOT EVELVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION RETAINING WALL STAIRS BUILDING ROAD -EDGE OF PAVEMENT ROAD- CENTERLINE CG-2 STANDARD 6" CURB CG-6 STANDARD 6" CURB AND GUTTER CG-12 STANDARD ACCESS RAMP SIDEWALK BIKE PARKING PARKING SURFACE CROSSWALK HANDICAP ACCESSIBLE AISLE HANDICAP PARKING CONCRETE/PAVEMENT-SIDEWALK RI PRAP ASPHALT GRASS EC-3 MATTING EC-2 MATTING WETLAND TREELINE FENCE STREAM UTILITY POLE LIGHT POLE OVERHEAD UTILITY OVERHEAD UTILITY GUY MANHOLE STORM LINE ROOF DRAIN DRAIN INLET DRAINAGE EASEMENT SEWER LINE SANITARY EASEMENT WATER LINE WATER METER WATER VALVE FIRE HYDRANT WATER EASEMENT GAS LINE OWNER/DEVELOPER 5th Street Forest LLC 250 W Main Street, Suite 201 Charlottesville, VA 22902 PLAN PREPARATION Shimp Engineering, P.C. 912 East High Street Charlottesville, VA 22902 (434) 227-5140 ZONING Neighborhood Model District In accordance with the Application Plan and the Code of Development of ZMA2019-00003, approved by the Board of Supervisors on October 7, 2020. Special exception to waive the requirement for a Neighborhood Model District to have a minimum of two housing types approved by the Board of Supervisors on October 7, 2020. Overlays: Airport Impact Area, Dam Inundation Zone - State, Entrance Corridor, Steep Slopes - Managed SOP2020-00066 Albemarle Business Campus - Initial Site Plan granted conditonal administrative approval on December 18, 2020. MAGISTERIAL DISTRICT Samuel Miller & Scottsville SOURCE OF TITLE DB 5531 PG 570 DB 5145 PG 626 (76-46A & 76-54) DB 5519 PG 331 DB 3039 PG 209 (76-46F) SOURCE OF BOUNDARY AND TOPOGRAPHY Boundary Survey provided by: Roger W. Ray & Assoc. Inc., 663 Berkmar Ct, Charlottesville, VA 22901 Date: September 26, 2018 As -Built Survey provided by: Foresight Survey, PC 912 East High St Charlottesville VA 22902 Date: May 4, 2023 BENCHMARK Datum for topography is NAVD 88 FLOODZONE According to FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO269D), this property is not located within a Zone A or Zone AE 100-year floodplain. RESERVOIR WATERSHED This site is within the Moores Creek Watershed. This site is not within a watershed of a public water supply. AS -BUILT CHECKLIST t iikc � but 401 McIntire Road, North Wino VA22902-4579 11 Count Of Albemarle Y Charlottesvine, s^ Telephone:434-296-5332 COMMUNITY DEVELOPMENT DEPARTMENT WWW.ALBEMARLE.ORG Construction Record Drawings (As -built) and Required Documents for VSMP The following is a list of documents and information required on construction record drawings for storinwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do nut provide design drawings as construction record drawings. Fee $353.60 (fee includes the 4% Technology Fee). Record (as -built) drawing requirements: 1) A signed and dated professional seal of the preparing engineer or surveyor. 2) The name and address of the firm and individual preparing the drawings on the title sheet. 3) Include "as -built drawing" or "record drawing" on the title sheet. 4) Show the constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to die following: a) Updated Location with geo-coordinates (northing/easting) of all facilities. r/ b) Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. / c) Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for deviations from the design. ®/ d) Plants, location and type. e) Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures —Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, aligimient arld invert elevations compared to design. f) Ditch Lines — Display the constructed location of all ditch lines and channels, including typical sections and linings. ©/ g) Guardrail, fences or other safety provisions — Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 8 h) Access roads -- show location of access roads, surface treatment, drainage, etc, as applicable. i) Easements — Show all platted easements with deed book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded docrunents. Additional Documentation Required with the As -built Submittal: ©/ 5) Material layers — biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Provide inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state rnix. / 6) Inspection Records and photographs for pipe trenches and bedding, including ttnderdrains and filter fabric. / 7) Video Pipe Inspection for any pipes which are not viewable without the need to enter a confined space. / 8) Computations — For significant deviations from design, provide sealed computations verifyingthat the as -built condition is equivalent or exceeds design requirements. / 9) Compaction reports are required verifying fill compaction in dams. / 10) Manufacturer(s) certification(s) for proprietary BNIP's certifying proper installation and functioning. Date: 11/30t2022 VSMP AS-BUILTS ALBEMARLE BUSINESS CAMPUS WP02020-00058 TAX MAP 76, PARCEL 46AB &PARCEL 54 ALBEMARLE COUNTY, VIRGINIA AS -BUILT USE Self -storage (103,500 SF), clinic (4,337 SF), graded turf areas LAND USE SCHEDULE PROPOSED Area % AS -BUILT Area % Building 61,237 SF 16.4% Building 20,987 SF 5.6% Pavement '158,711 SF 42.6% Pavement 46,910 SF 12.6% Sidewalk 23,764 SF 6.4% Sidewalk 11,065 SF 3.0% Total Impervious 243,712 SF 65.4% Total Impervious 78,962 SF 21.2% Open space 128,728 SF 34.6% Open space 293,477 SF 78.8% Total= 372,440 SF (8.55 ac.) Total= 372,440 SF (8.55 ac.) AS -BUILT NARRATIVE The approved VSMP plans lay out a fully developed Albemarle Business Campus Blocks 2-5. However, development has been suspended after the completion of the road, utility and storm sewer Infrastructure, and Block 2 (the self -storage building). Blocks 3-5 have been mass graded and stabilized but are otherwise undeveloped. The grading and drainage areas generally reflect the original VSMP design. Since the as -built curve numbers of the undeveloped blocks 3-5 are lower than the VSMP design, the site is compliant with original design specifications and is ready for permit termination. T he developer wishes to terminate the land disturbance permit In the current condition, which is only partially developed but stabilized. Future development will require new VSMP permitting. STORMWATER MANAGEMENT NOTES Per the approved ZMA201900003, regional offsite stormwater facilities serve Blocks 2-5. No onsite BMPs or detention facilities exist. Flow rates and runoff volumes from Blocks 2-5 are less than the approved VSMP plan and are therefore compliant with applicable VSMP requirements. AS -BUILT DRAINAGE AREAS Onsite storm inlet and pipe drainage areas differ from the original design. Runoff leaving this site is less than in the approved VSMP plans. The storm sewer infrastructure is fully adequate to convey as -built runoff and thus is compliant with the approved SWM talcs. The approved VSMP plan showed a fully developed, mostly impervious subdivision. The as -built condition is a completed Block 2, a completed access road, completed utility infrastructure, and the remaining Blocks 3-5 are undeveloped but stabilized managed turf condition. See Sheet C6 for as -built drainage areas. SHEET INDEX (6 TOTAL) C9 COVER SHEET C2 UTILITY AS -BUILT ON ABC MASTER PLAN C3 UTILITY AS -BUILT ON ABC SELF -STORAGE PLAN C4 STORM AS -BUILT PROFILES & DETAILS C5 STORM AS -BUILT D RAI NAG E AREAS C6 STORM AS -BUILT STORM CALCULATIONS VICINITY MAPSCALE : 1"=1000' IMAGE PROVIDED BY GOOGLE MAPS !3HIMP ENGINEERING>� LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP AS-BUILTS FOR ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024-01-26 REVISION: FILE NO. COVER I I I C1 >, / LAY MOUND `• �\ i / / ' /i f ! \ \ �. ! TOP-421,86 \ \ \ \ , � ', �� \ i ' � r ` � / !1 " , -' -- �- � , _ - ' , -- -_. _ - -- � , � .,,,�; . � �'/ / \\ � - ��� • ' -�" \ ate• � � ,1 - - - - - - - -- - rF� 'i �i\ .Ir~ �� y �r01NECTSSTR h /2\ -fie fit" Jr i0` EXISTING 6.48 \ \f --- -- -------------- --=-- --- i f ! / -�\- \ STORM PIPE (jS/lily \\ 4- STR Al f STR A2 T TOP-420.81 , 1 TOP-422.00 5 a C II-405.49 1 11-409.04 10-405.36 + II-407.94 - - - 10-•406.01SIR ALZA 'q 440 11-414.94 SIR Arl - r TOP-441 14;� I S 1- TOP-432.37 i :G II-422 73 S `' ' ,', �- 10-422.26 uc I } I 11{ I I ( ( 1 ! SIB_A$ -. / u %ate 18' HDPE STORM l �\)' \ }� / 10-412.96 1 STORM 1 1 1 1 1 1 so Pt 1 1 1 1 l 1� 1 1 � 1 1 � 1` m I I� I I I I I Q-430.08 A ' - Ii / 'r. 18' HDPEow 1 1 +� - SIR A7 6 H D P E�- TOP-443.03 P TOP-440.79 T \ 11-436.01 II-426.25 II-435 94 t I L - '< FTI I I , Co FTI 00 slow II-418.07 \ 10-417.91 16 ti ns \ \ ° THIS SHEET SHOWS THE AS -BUILT UTILITY INFRASTRUC4iURE RELATIVE TO \ 1 \ THE BLOCKS 2-5 LAYOUT SHOWN IN THE APPROVED VSMP PLAN WP02020-58. •s' / � � N \ BLOCKS 2_5 HAVE NOT BEEN BUILT OUT AND ARE LEFT IN MANAGED TURF CONDITION. SEE SHEET C3.HOTEL ' \.\ 13,200 SF FOOTPRINT OF FFE 434 \ -- \ \ ff -\- \-_--_ __ °- '- - _-�, _ 1 - tea s- . r \' ° J1N - -~� \ � a . ' < ° . �� .�., �/'�`� a .�_.-_���� : / r•-- 1S0T-IR , (C^ 4 BLOCK - CK 4 \V 8 f -430.02 ,_ -s-s3 ss s; l S;s- 's - ---_-•_-„- < __--§ 40.18- W kD TOP_ I'D4297 62 .\k��/\7�I- \\- ---- \ `\ 420RI 2 II 421.�6 rI1 . 1 U �1/. "c��, ;�� �° �`--- - -.�'i'-`\� . �<p �' \ r�J �/ x' \I- ra \\\ \q \\ \\ J-` .• \ \ �\,..5 %� en ss \_ r_. - ..._� \\ ,L.4S/'� 1i 15-- -�r-) r---t--- - •�. - 8A j�.-- 1-0-421 434. 2 I ` 2,.75Fr K H r II-426.77 10-426.67 10�-422.35DPESORSTOP-445.07 iu KpE II-437.31 .98 \-• .,�-.'' , 11-437.30--- ( / 10-437.05 �_ ! y Z r 1,., l -,w �Y =;.w- w =;rw- w--- w-�;; �=-w-mow- v-w -w wYv-w;r w, �w -w--,w w-=;w w- - �t=_ - _ _- w} �w{a' wn=war-w;v mow_ .. _ -w w w -'•w w-;�w--,: w- yr w-.mow-:-w w �-w ,_wrr-w, -w, .J ' ( // \ jI \__ -- --- -- \-- -- _.- ---- -�- = - -- " �"'.`•�'-L (----5-__` --�- - - --- -==%r------- �. � '\�• \ p pip -`. `�--..`-.` .30-428 54 . P • • • �� ----- -- _ - N r ---_ -,- _ 'IR 1N /FUU}ND '' ,�' t _ !1 i I S 1 5255 E 2.27 M CORNER a �� /45 ' - \ ___ - o_ I I F O/ / _ ---- ---- -- - II-428.40 -- - - sra 10-428.11 �IA ELEVATOR A 1111 BLOCK 5 SELF -STORAGE + RETAIL 20,987 SF FOOTPRINT RETAIL RETAIL BFE#1 422.00 TENANT TENANT BFE##2 432.67 2,298 5F FFE 454.00 2,039 SF FFE 454.00 FFE##I 443.33 454.00 FFE 454.00 FFE f#2 454.00 ELEVATO B - - 404.67 � MAX.X, HEIGHT: 43' IE TOP-445.05 ORAGE 11_439.66 )FFICE I 14-438.06 �5 SF SHIM ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT c,, \-\ -\ �• \ -_' Es, k II-438.36 - f t - STR Q3A, k 7 `-\\r\ \ 'c CHARLOTTESVILLE 2902 JUSTIN@SHIMP-ENGINEERING.0 M 10-43&k'[I�-FD o=PLr- F� - �- ri�•d i'6.==�..•--TtO _ �..� �n Ro <-.. r$'�--- RC - _ -- - =ram - - - - -- - D _TOP 435.33 - 422 TOP 427.35 ., 10- I 82 - - - -----• �_ \ "" _j- - r _ ��� 10-427.74 µ `' l � II-423.29 \ R / ` I O'1852 SF RTIOr.I CIF iEPE3AC1� �°� (8) �3� ) \ ,10-423.27 1 \ 4,219 SF „ �`\. % - �s �@A ��5 `'' I5" HDPE FOOTPRINT BLOCK 2-\ D.� \� TOP-433.34 / \ \\�Gp\ - B \ y B.5 Eo FFE 45�u., s 10-420.87 9 - Ll 1 9 ' _ _ __ I STRTOP-428.47 1 �. \ \ - ` - s ' \ av 4 \��II-424.10 - 10-424.45 t 0 -10-423.93 1 \\\ u 4U ulli -/\ - - -E Sr - \ 4 \! Pd �fiD- , -n'#• :*'i)fl-A3CA3Yff' + 'Rp .TAO-(�f3"Rb"- `p `--n^ RETAIL \ ` \ �f 4� ��\ -I-- -- -- ��, - ,5 A} � � >, �. � MAC \ � 6,000 SF FOOTPRINT `\ OFFICE '� _ ` �` IN FFE 458 \ �\ \ 18,172 SF FOOTPRII',IT I - 19 NAIL \ i ' 41 l (INCLUDES E -S aEP E3 A ., K) �; \\ ---- \ � - - - ---- F U U w -- \ \ = - % .- � VSMP AS BUILTS FOR S 1 \ - ALBEMARLE \ RETAIL -- C2 460 455 450 445 440 435 430 ro 2 420 415 410 405 26.07 LF 36". L) RCP 0 1.99% T 400 1 - - -- __ ------ - F . ...... --------- ------ - GRADE-- -- - ----- ----- ---- -- ---- ___ .,/-GRADE ---- --- ....... ------- -- ---------- - ------ ---- -------- 460 455 450 445 I 44U 435 430 420 415 410 405 ------- -------- - rp -- --- ----- -------- AT - 11_17 D8 -------- -- ­1_1 - ----- ---------- ------------- - ---- ----- ....... . ... ..... ...... ------- --- --- --- -- ------- . ...... - - ------ --- - - ----- -T - - ---- vi -- --- - c*l - - - - - - -- ---- 3-- ----------- --- NEW GRADE ------- - -------- --- ---- ------ ---- - z ltik� - ------ --- ------- - -------- ----­--------- ---------- ------- - -- ...... - --- — ---- - - ---- - ---- - ------ C A q �! � --I ------ ------1 - ----------- r . ..... - ----------- - -- ------------- ---------- - ---- - -- .. .... — ----- ------- --- ---- _-e - - - ----- 14+00 ----- ------ - -- SAN ---- --- ---- -- -- T__ 14+50 - ---- c I r — ---------- A__ LLI iz r, r - -EX -- - NEW ,:., - 131.93 LF - ----- - - HOPE -0 --- - - --------- ---T -- - ------------ F'- ------------ -- ------- - - ---------- -- 76- ------- ----- - ---------- ------ -- - - ---------- T 12+50 13+00 ------- ----- - - ---------------- -- ----------- 1511-39-LF-18" T' - ------ - -- - ----- ------- 12+00 --- c 11+00 ---- ---- -- - --- ------- ------ --------- ------ . ...... ...... - F T 10+50 ---------- ----- -- 17+400 - - ------ . ....... 17+00 ----------- - 15+00 16+00 16+50 -- ------- --- 13+50 - - ------ _T 11+50 15+50 — 460 460 - --- ------ --- ----------- - T___ -------------- - ------ - --------- -- . ...... .. .... .... - I ___ ------- - ------ _E C6 - --- -------- C4 ------ nN- - - - --------- - ----------- - 455 455 T_ �j — --- ------- - __ ___ -d ------- --- -- ------ ------------- --------_-------- ----- -------- --- 1- .. 11 - ­ ___ — -------- ------ ---------------- -- -------- (3). cfl 450 ------ - ------• ---- ---------- - ---- 450 -- - ----------- ---------_-- ---- - - ---------- ---- -- --- ------- ------ F, - ----- - --------- - T--------- 445 445 ---------- i MIN-12 . ..... - ---- -------------- --- - -------- Loco ------- 25 65-Lf 02.93% -SEPARATION----- 440 - ----- ------- ---- ------ 440 15 J.", AL-11 - 0- --------- - -7:z: j - ---- -- - ------ ------ - - ------ - ----- - - ------- -- (n 435 ca r. :1 435 r <3 - - ------- - EX------ 8- S�OARATION MINi-10' _W61 --- ----- - ------------ - ----- 430 M ' 4 r 7 '7 y -7 4 0;; LUF 430 CDC" C14 r1j - is cl i-4 cl ------------ - - - E_:ce-TSEPARATION -------- E --------- --- - ------ ----- ------ ----- --iUPPER- PORTION -OF- T-HE--!C'-S - ---- --- -------- RM SEWER -- 425 4 4 � w Z� -.-- C L - - 4. % c 4 --12-" - 11 ­_ - ARD SYSTEIVI_FtAD_BqDL,��J _qPTgCr IVITH-BLOCI 2 425 RATION 5% -STAN .SELF- STORAGE„ E' FINAL.SIT PL AN. - - -------- 420 C 4 c 4 IC131 2 c 1-C i- cic 12.11 a- 420 415 aZZ-------- 167-27-LF -1 ----------- --------- - - ----- ------ -- ----------- - ----------- 410 11 II 410 - - - - - - - - - - - - - - - - - - - - -- ------ - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ------ ------ - ---------- --------- ------ - — - ---- 405 L U _T 405 ------- -- - ------ - ---- ------ =F i_v- Li c - ------------------ ------ ------------ ---------- -- ---------- - ------ ------------ --------- - - ------------ ------ ------- - ------ -------- ------- --- --------- 400 10+50 11+010 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5too IT 450 450 445 445 -------------- ---------- AAA MIN (C-2A- ) - ----- ------ 440 8 gn g 435 430 430 IR T 425 1 425 L 9 r� r� co '420 q 420 91 52.33 - LF- 1 5�- ----------- t 1 iFr 10+50 +II II ol 5 465 65 460 460 C3 C) - ------- -- c 455 _455 m ------------- L 3 r p C: --------- 't 'Cl z 450 445 445 0� .91 -L 440 440 is ----- --------- — --- X430 430 I U+bu , 450 84 450 ---- -------- Lo 445 445 - --------- c'A 440�iv) 440 _C) ...... z]z Ad :zv) 435 - ----- - 7- 435 --- - ---- ------ - --- - ----- ---------- ----- - ------ - --- - EX 430 - --------- ------- ---,GRADE-- I— 425 425 II 11 420 N 420 -0-4 281 3%-- 415 415 sin L L Lo co 4 4 c6 TT 410 All �l 410 C4 CD - - - ------ 405 ---- COMPACTEP -FILL"- to 405 ------- -------- 400 400 10+00 10+50 11+00 11+50 fYJdO .---- 430 3.2 rn 450 450 — --- ---------- -- 445 ____GRAb 445 V------ 3 ------ c__ ....... ... _B D - 407� F .9 440 — -- — --------- ----------- ---- - - ------ 94 -- c------ ------- — ---- ------------ if If lc� c-4 + 435 GRADE 435 C4 T 4 - - - - - - - - - - - - ---- -- -- -- ---- - - - - - - - - - 430 :z $430 — ----- - --- ------ -16 LF 4.04 LF -- - ------------- - -------- LF 1,1 HOPE HDPIE 0&66X 3.16% ----- ------ - ------- 425 425 420 00 cn_ 7 aq F 420 - 01 - --------- - 42 I F 415 . C04 415 > c c 3 )5% -STANDARD > K o '* gm ---- ----- ----- --- ------ ---- - ------------- - - -- ---- ------- '70 WRACTET� F-1 UL 410 410 c------ ------ -- -------- ........ .... -- ------- ---- --------- 405 405 ---- --- ---- ----------- - ----- ------ - 400 otoo 10+50 11+00 11+50 12+00 12+50 13+ 15 SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEEPJNG.COM VSMP AS-BUILTS FOR ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024-01-26 REVISION: FILE NO. mil STORM AS -BUILT PROFILES �1 911 , 450 84 450 ---- -------- Lo 445 445 - --------- c'A 440�iv) 440 _C) ...... z]z Ad :zv) 435 - ----- - 7- 435 --- - ---- ------ - --- - ----- ---------- ----- - ------ - --- - EX 430 - --------- ------- ---,GRADE-- I— 425 425 II 11 420 N 420 -0-4 281 3%-- 415 415 sin L L Lo co 4 4 c6 TT 410 All �l 410 C4 CD - - - ------ 405 ---- COMPACTEP -FILL"- to 405 ------- -------- 400 400 10+00 10+50 11+00 11+50 fYJdO .---- 430 3.2 rn 450 450 — --- ---------- -- 445 ____GRAb 445 V------ 3 ------ c__ ....... ... _B D - 407� F .9 440 — -- — --------- ----------- ---- - - ------ 94 -- c------ ------- — ---- ------------ if If lc� c-4 + 435 GRADE 435 C4 T 4 - - - - - - - - - - - - ---- -- -- -- ---- - - - - - - - - - 430 :z $430 — ----- - --- ------ -16 LF 4.04 LF -- - ------------- - -------- LF 1,1 HOPE HDPIE 0&66X 3.16% ----- ------ - ------- 425 425 420 00 cn_ 7 aq F 420 - 01 - --------- - 42 I F 415 . C04 415 > c c 3 )5% -STANDARD > K o '* gm ---- ----- ----- --- ------ ---- - ------------- - - -- ---- ------- '70 WRACTET� F-1 UL 410 410 c------ ------ -- -------- ........ .... -- ------- ---- --------- 405 405 ---- --- ---- ----------- - ----- ------ - 400 otoo 10+50 11+00 11+50 12+00 12+50 13+ 15 SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEEPJNG.COM VSMP AS-BUILTS FOR ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024-01-26 REVISION: FILE NO. mil STORM AS -BUILT PROFILES �1 911 15 SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEEPJNG.COM VSMP AS-BUILTS FOR ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024-01-26 REVISION: FILE NO. mil STORM AS -BUILT PROFILES �1 911 SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEEPJNG.COM VSMP AS-BUILTS FOR ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024-01-26 REVISION: FILE NO. mil STORM AS -BUILT PROFILES �1 911 y \ / �) -----------\` / _ , - / I l 1 / / i � / / / / / / / / / / / � � � / ''. � ' _""__'----...._-.__.ter ` / / / / •'"'^-,-....,.....-..,� / ~�`'�.,,,_...,,,,� � ' ~�` -\.�. ` � � ` � . � � � • \ ---------------- \_ SHIMP ENGINEERING2. LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTINUSHIMP-ENGINEERING.COM FILE NO. AS -BUILT DRAINAGE AREAS ALBEMARLE BUSINESS CAMPUS Inlet Drainage Area Sim -nary Impervious C 0.9 Pervious C 0.3 Total Area(lt) Str. Number Str. Type Impeivious (ft) Tuif (ft) Area (ac) c XN a Qq;._. p a a,4Q.. ............ . ,.,.....a�AA X. q,zgo0 3a ..v...a ..................... ..., .................,.. .,......�No A4 Ili qQ' q Q Q Q9! U QQ I? 7�k,n.,..,..., ..��q,...........qQ G� Mo a.....4...... _ ,.. .. . ol xx IN o0 0 0R. c� QRgo :.,.... zazs;za �z Ir�,aQ r... _.. w,.is R a�,7o (. ...: 1 J.., ..,..:. ..... v...�.,... ,.....u. .....vw .' .. ... 1 11 F i'..v Xx i. ..:... ...wu... ... .... ....... ... ..... .... v.. ., ... .. .. AST ,.lu. .. R. ... . Old WX I 9,42q 75 „. ?. y,............, 13, q�22: .... ,. ,.u.. 0,77 4`4 4,R', 3z4 �7Q 4111,Q $ 0 q 0 i Cs �z s;s., .....0 7sa>sas a o sU ,.. Mz'' qQxx0 is q Q oaE IRo 00 oQ q a Qua a,a D�,c �Q�....,:. a�� r 'Mi63,.,.$ __...a>s7o.,�.w.. _:.o.:, 40 I34 MIzUMM q .... ........ . €.... _...... , :........._..... .. .... �...._ MIX I�'rwtae `'to Sste��� StQi� Pips pttiyUm NOTE: FOR DI-3B13C INLETS CONSTRUCTED IN TURF (SPECIFICALLY, A2, A3, C1, 1336, 133D), THESE INLETS ARE MODELED WITH A 3" CURB OPENING AND MODELED TO BE AN INCH HIGHER THAN SURROUNDING GRADE AND HAVE A MANNINGS NUMBER OF 0.035 FOR RUNOFF APPROACH CALCULATIONS. THESE FACTORS WERE MODELED PER OBSERVED AS -BUILT CONDITIONS OF INLETS IN TURF AND REFLECT CONSERVATIVE FLOW SPREAD ANALYSIS. SHIM ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM VSMP AS-BUILTS FOR ALBEMARLE BUSINESS CAMPUS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2024-01-26 REVISION: FILE NO. AS -BUILT DRAINAGE CALCULATIONS C6