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HomeMy WebLinkAboutWPO201700016 Plan - As-built 2022-02-15BMP AS -BUILT PLAN FOR LEGEND OLD TRAIL BLOCKS 55 205 * 21 EXIST NEW DESCRIPTION 16'TG x 125TC TOP OF CURB ELEVATION 16, x 12' SPOT ELEVATION 16'TW x 12'TW TOP OF WALL ELEVATION 16'BW x 125BW BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER —Ro —+o ROOF DRAIN is SEWER LINE V, e'w WATER LINE GAS GAS GAS LINE oHr oHE OVERHEAD ELECTRIC WIRE AGE ucr UNDERGROUND ELECTRIC oHT oHT OVERHEAD TELEPHONE LINE JGT o�cT UNDERGROUND TELEPHONE LINE I- DRAIN INLET (DI) OO 0 STORM/SANITARY MANHOLE PLUG wv WATER VALVE & BOX FIRE HYDRANT ISM Imo" WATER METER 0-0 LIGHT POLE A • UTILITY POLE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE -0 BUILDING SETBACK u PARKING SETBACK SANITARY EASEMENT --'"— GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM 312— — 12 — INTERVAL CONTOUR 300— —00— INDEX CONTOUR cG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP © ASPHALT GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT — CROSSWALK HANDICAP ACCESSIBLE AISLE /F-N /F-N CG-12 rk & HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. TMF 055EO-0 I -A I -000AO WP02017-0001 G WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA Vineyards is 6a4 SlabtOvy' ranch ?It UUNT,;IN iARVEST FARMS VICINITY MAP SCALE: 11,0001 RlvenI Old Trad Go Club r emir o dew yy 0 m SITE �WOnch 1.,b\J+� Locust Ln 03k of I Alloorm slabtoWn50OGr o drOWllsvIIIe j,,npike zso R0GV't%s1n ro Vt nickel tPt=Y p 1 a ® S M I 115 Western Albemarle Y a it c e Y High School 250 IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER SKEET C2 - AS -BUILT PLAN OVERVIEW C3 - AS -BUILT BI OEI LTER PROFILES C4 - AS -BUILT PIOEILTER PLAN VIEW C5 - AS -BUILT MITIGATION PLAN OWNER / DEVELOPER Owner: Denstock Old Trail, LLC 1430 Rolkin Ct. Suite 301 Charlottesville, VA 22911 Developer: Denies Development Co. 1430 Rolkin Court, Suite #301 LEGAL REFERENCE .. __ . .. —...l LLB —i - I r..-'i - DB 5016 PG 134-147 (Plat) - DB 5028 PG 62 ZONING rood Model District (For Portion of Parcel Subject To Site Plan) Entrance Corridor Overlay Original Approved ZMA 2004-024 N Amended ZMA 2008-05 SOURCE OF BOUNDARY & TOPO .- Roudabush, Gale, & Associates Inc. 914 Monticello Road, Charlottesville, VA 2Luu2 (434) 977-0205 Boundaries shown on an unrecorded plat based on the proposed Blocks 5, 20, & 21 subdivision dated 07/20/2016, revised 10/04/2016 Topographic survey provided by: Roudabush, Gale, & Associates, Inc. Date Completed: 08/16/2012 Curb and Cutter Survey and Field Verification Completed on 05/03/2016 Proposed development will be subdivided from TMP 55E-01-A1. Asbuilt Survey provided by: Shimp Engineering, P.C. on: November 17th, 2020 Additional Survey provided by: Shims Engineering, P.C. on: June 29th, 2021 A title report was not provided. All easements and encumbrances plan. BENCHMARK BMP MAINTENANCE SCHEDULE ONSITE BMPS: Bioretention Filter Basins (biofilters) Biofilters are sized per Virginia Stormwater Management Regulations Part IIC. All BMP are to be owned and maintained by the Old Trail HOA, All BMP outlet to wetlands at compliant runoff rates. Total Area treated by BMPs: 6.58 Acres. BIOFILTER MAINTENANCE: Maintenance Tasks Frequency • Sot weeding, erosion repair, trash removal, and mulch raking Twice during growing season • Add reinforcement planting to maintain desired the vegetation density As needed • Remove invasive plants using recommended control methods • Stabilize the contributing drainage area to prevent erosion • Spring inspection and cleanup • Supplement mulch to maintain a 3 inch layer Annually • Prune trees and shrubs • Remove sediment in re -treatment cells and inflow points Once every 2 to 3 years • Replace the mulch layer Every 3 years All primary spillways (outlet risers) should be inspected quarterly. Remove any sediment and debrls buildup within filters and risers quarterly and after heavy storm events. Cleanouts shall be used to unclog undercirains and remove sediment buildup from the system. ���pLTH OF� O Lf �Ci I O � � U tc. o.45183 �O ` SS�ONAL tiNG N O m N N Q f- m w J I J I w I_ I- 0 U 0 W ly N Q I 61 0 W ro Q w a I i w / I � 0- ILLJ 1 � 1 __- Ili 1 � z \ <D In M ry N N 0) co t\ �� — i� _ p� z \ Q CO N N ry N N ,..I .--I .-I "'' _. " / m 1 _ _ ~ F III I I / ' / _ \ N e .ems •�6. °— a '� / /--------- OLD TRAIL DRIVE _ w \ VARIABLE WIDTH PUBLIC ROW = J y9% � = W DB 2886 PG 134 155 (PLAT) - — ' w_- 7,q—ry — w ❑ $ ��- �ill.II.II.II�II.II f.11. III. .-r�l ° N i°I I 91 I.Il�ll�ll�l�r '. I-' 111 J\ll �1 Q O LSV_ •--, >. -" ...bitII II.II.II.I I.IIII.II.I I.li------------------------ ---- -- ° --- „— /- . . . . . I I . I I . 11 I I. 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W�L ESMT v yoE ww / 9 10 SF / / I - I /� ou = / ,■ % D.B. 3442 P.G. 188To ST-1A %, �' f�mp ' ♦' TO BE VACATED = '/ III I 7c - ' / 'R �� �� e ic.: o.4s1s3 a ;: / �,/ S0 094 � I pm — o = / ■ ! , �. - , / i m} y9Z /I I o% �' t B�OFILTER E / _ V. f - 21 E 1 / �II.II.II.II.II.11 98 -�--, aI / / / - / �- R 1 / / ■ 6 I I-� * / s��ONAL E 22 d 4.0% ' v`- ' 0 me , „ 1 1 / ■ / o �+ � I - ,' / II I � / O_ N .— _ � — — y / / Paaess f 0 O a I TO B10F L LU — / i I . ° 20 AG 1 z44 1_= 22,497 � °■o UTILITY AS MENT �� l.� 497 tF ���� I � _ -... / I FE-68. 81 // // J FIE 9060 /e / / I .I DB 3441 PG 188-I 41 � - - 3 /, I� �� / - m / Y m n E ��' 'u (PLAT) �/, 1 80� ------ �` ' %° .II / _+ / it ,' , -� ,./ , y I I -1 zs'z / 3 ory zoz o / / a M/ �/ M Fail t w - - �'` t Bld 10i-R�o Bld 03 Rcr � / z E E � a 9/ 9 , 1= ;o�Blofilter A o ST-1 '} Bldg. 102 Roof Bldg. 102 hoof �� / /' ��` ° 0� ,�, / x s"" i 1 y / Ea D/ J � c o 0 71TF� fl 1-f Bee Surloc• Qa / FE 6s _ 1 I a o BY9 r - 50Y6 P n t B 20' SWM U J - - To ST-2 To el 4 ■ FE=68 zoz raln to " 0 0 iI11 ! 0 '6B 50en =IjER D I� col / - N !I I / / 0 ° - I JL ER PC 134 W �� T BlOFI QC — T E �� z + / /� Q i \, — _ — '`9� ��� �j�'/3ldg 1 Rooj Bid 101 Rcc / ' 0 - D=T /IL i _ / r� ■ L PE &SIDEWALK — 6°�-- ■ To ' 0030 3 I ° ypg o � � me _ / � Impm CD �E7XSEMT ' S 0� 1,ery Easement // DB 344�-I,884 (PLAT) 104, S % �\ ! / PDB G-rsa� 1 N �� _, 001 o � 7 TO BE IAC��rr FIE- 38181 ,! / UO / 3 �' / / ., / 4�' :�\ ♦ ■ o / ACSA San. --- - ' SWM Facility ♦, \ / 1 _ ysz i / / // Easement - 15e /�CP �� 3 ent DB xsl ♦ _ _ _ - \ i 5016 PG 134 ■ u n.11�11 _ � Q7 0 =, -- _ EFN 6JJ _ SWM y ° 40 B' ®- / I / -L n.u.ii1 —. �I kn 0/0 �_-- email\ T, B10FILTEf A .tr. i +� - / i �O� s3°� 1 °-- - / - - • I z� BIOFILTER� 20' SWM --_LL '/' cam= \ Easement \� Z `,12-1 SF IMP13+0 I c�0 +'U/ 1 +00 �__ es V / / / I r ♦ r r ♦ �' ,� ♦ / '�,��— 1 � r / % I\ •/ I� / / __ css I / 0�71 S / I ♦ ♦ ♦ / `� / _i— Rlp—Rap ^\�y\°,. / `(^ Dr SWM - \ 0 0 0 0 0 0 B M I o 'a• F L / i / , / / / /\ m / a � / � _ � \ \ \ O 6uws7ts9 _ / / / \ _ '" ra¢ ll�mt ,' ' Drainage \ \ 0 0 ® \. 20 SWM / / / ♦' �' /^ C Easement , �' � � \ \ Dra��age v/ Z tB-mHE \ -- - —.1 //,� E6semen lSB // /. r / / PG 134 OV _ — — \ -� _-/5016 P� 134 i etl9pdS O Be /� W x-�I / \ ��---------'6 ----__ / / •' / Preserved T Q ♦ �� w d L m /7° / ' -1 / . • J I�.e / . APPR❑XIMATE❑C�T}� m Q DB e01nt/ OJT I /\\ �/. P(BFDPDE ERIMEDAE_ Date 30 0 30 60 90-___-------- --- _ PG i-3' /� / / \/ 08/10/2021 ! w• BIOFILTER E OUTLET wale Scale: 1"=30' 43°r�'�o� /' / /�' /♦ / I / C2 Scale: 1"=40' 1 "= 40' Sheet No. / I % File No. — 16.020 670 665 660 655 650 645 680 675 670 665 660 655 650 64 reel ST7 ST6 DIM t9L",-_ _ i1 � 1sYl�!�11� cll�il� lll�s� g "HimIII �1� ��� ISM a 16i0 e.Ti 7 a1�1 • :�.. <J!!7 -no 11111111111W� a 1 1• <I n •---- <� 1• S!ONE 9+50 665 660 655 650 645 640 63 680 675 670 665 660 655 650 64 10+00 0+T1+00 ST6-OUT3 STORM PROFILE C3 HOR: 1"=30, VERT: 1"=10' OUT10 OUTS 665 660 655 650 645 640 9+50 10+00 10+50 11+0035 2 OUT9-OUT10 STORM PROFILE C3 )HOR: 1"=30, VERT: 1"=10' u� Q1 '• ,��� AL • 4IN � nip -01,111 _ N. W [a iii■ �y�lliiiiiinl 9+00 9+50 10+00 10+50 1 3 OUT6-OUT'7 STORM PROFILE \ C3 )HOR: 1"=30, VERT: 1"=10' 695 690 685 680 675 670 665 66 670 665 660 655 650 645 695 690 685 680 675 670 p g665 0 9+50 10+00 10+50 11+00 11+506 OUT1A-EX1 STORM PROFILE C3 HOR: 1"=30, VERT: 1"=10' MIA • _ l- �20 V=A IR�� -61RZ1:1-G1�IIEA 'dam, M.W 1F; r.1lllllllllll1M i s\IIl1 NE! •erl]I�a13►I)i \1111-I11111 � tsenrsa�r=�iiii - = 1 a�1is��irauu���lum L■.11� iC?5�71111iiiiiiii■-II!ill �a11r� �111�� IIIIII + �S:IIIIIii IIIIE>Ela-WW �pFAINii1 '11.'7E-•�-'�-�iifiiii�lllii�i 3SiM I\ ra 11� l.n� = 111� 0 i � 1u .. ;. _ lit I ::� -•�'�.iiiiiiiiii��ss_r�:-Ez�l �y`si�a3�`.•�;i - ' a' ..riiiiiiiivlla��i- .W 695 690 685 680 675 670 665 66 1" "' 1• 111 - - - - �liiiiiiiiiiiii■iii��� AZZ • 1 b 9+50 10+00 10+50 11+0 BIOFILTER A PROFILE C3 HOR: 1"=30, VERT: 1"=10' 685 680 675 670 665 660 655 685 680 675 670 665 660�A 655 65�+50 "" HDPE Pipe w. domed grate Top=668.21 MAX WSE _ 671.54 \ - - - 1= = 665.21 1-�o-more 662.21 No. 3 Ston-e Layer: 611 sf 4" Perf. PVC x 3' Depth ®662.36 18" HDPE in 10+00 from Filter B ® 659.29 6 BIOFILTER 1 C3)HOR: 1"=30, VERT: 1"=10' 48" Precast Conc. 685 Riser w. Trash Rack Rim=669.26 680 Riney w- Fes9 Reek _ __ 675 GHPST 6411.8 CREST 671.50 670 2_1 BeryFp Filter Media: 611sf x 2.5' Depth 660 B u,.�� 668.88 655 N 30" HDPE Out ®659.14 gg 10+50 11+0050 C PROFILE 680 675 670 665 660 655 650 645 64�+50 10+00 10+50 BIOFILTER B 11+00 PROFILE 17� C3 HOR: 1"=30, VERT: 1"=10' 24" Nyloplast Pipe w. domed grate Top=662.43 661.93 658.93 655.93 10+00 10+50 � BIOFILTER D PROFILE C3 HOR: 1"=30, VERT: 1"=10' 11+50 685 680 675 j OF �Cr O � � U a ic. o.45183 680 A 2�9� �1 48" Precast Conc.Riser Pash p ��SSI�NAL w. Rack Rim=r662.68 675 670 CREST 664.27 Filter Media: 1898 sf x Uj 3.0' Depth w`l 660 L - 655 o 0 +o" unn� n..� 650 W �• - AN® Ail 18" HDPE Out o J J 655.83 645 N ri D �D IS-1Q Q 1+00 gg 11+5040 670 670 24" HDPE Pipe w. 48" Precast Conc. 665 domed grate Riser w. Trash 665 Top=654.10 Rack Rim=655.94 660 Pipe W. 48" ee64 G.III R _ 660 - -m54.2 489 CREST 658.07 655 MAX WSE_ _ � 655 AS -BUILT BMP NARRATIVE: 653.60 ill _ I-III-III-ITI-III-III III 650 650.60 Filter Media: _ _ _ Upon initial as -built survey and inspection of the Biofilters, it was determined that all of 648.10 h 2457 sf x the Biofilters where not installed per the approved plans and several significant ---- z """""" 3.0' Depth discrepancies were found. Biofilters B & C were excavated to bottom elevations well below 645 n �'" 5 those proposed in the approved plans. All standpipes and overflow structures were installed"o 6 -ro c va at elevations not consistent with the approved plans, nor in appropriate relation to the 64S.99 bottom of pond elevations. Media depths were found to be inadequate for all Biofilters. 640 No. 3 Stone 6" Perf. PVC 18" HDPE Out 640 Layer: 2457 sf 0 648.54 0 647.76 Shimp Engineering utilized the as -built survey data to determine the appropriate revisions - x 2.5' Depth required to each individual BMP in order bring each into compliance and to meet the 635 635 approved stormwater treatment and runoff rates. The as -built conditions were modeled in Q? rn Yi _ HydroCAD and new models were created to determine appropriate elevations based on 'Co existing conditions. Shimp Engineering provided the contractor with revised elevations, 639 `0 ( CIOgg30 inverts, structure heights and material depths to correct the discrepancies. Shimp +50 10+00 10+50 11+00 11+50 Engineering inspected and surveyed all changes made to the Biofilters and confirmed appropriate elevations and adequate media depths for each BMP. I I BIOFILTER E PROFILE C3 HOR: 1"=30, VERT: 1"=10' SEGMENTED BLOCK RET.WALL VISIBLE Height= 8' BW=669.52 TW=677.52 RIP —RAP \ CLASS Al i o 0 a "C UNDERDRAIN �o Peed BUSH C/o (TYP) I6" Capped[ PVC C/o ANN POND BERM ELEV 675.50 UU170 CUT (�! gyp;. 1 • : � II IIIIIIIII \�1 (nP) 24" NYLOPI DRAIN i D. O. 71 24" NYLOPLAST TREE DRAIN W/GRATE / - — / 1_"�BIOFILIFE R B PLA,�z C 4 / SCALE: 1 "=10' B10FILTER E 24" NYLOPLAST DRAIN W/GRATE o �+ Co; IIIIIIIIII��� �� , � , �o IIIIIIIIIIIII � �o to `o TREE (TYP) 48"STANDPIPE POND BERM ELEV 658.07 BUSH RIP —RAP 6 PVC UNDERDRAIN (TYP) CLASS Al BIOFILTER E PLAN VIEW C 4 SCALE: 1 `10' Biofilter Planting Plan: Required Planting: Per VA Type IIC Regulations: between 10 and 23 plantings per 1000 sf biofilter surface Provided Planting: 12 plantings per 1000 sf of biofilter surface Planting mix=3:1 or 2:1 shrub:tree ratio Biofilter A: Biofilter B: Bed Size= 2960 sf �_� tee__ nnc _� Bed Size= 472 sf ���"—`'��; Required Plantings=32 plantnga=32 Required Prevrd.,d--Plsr�trrrgs. Plantings-7 plant nge=7 Trees �s� Prc'. dcd Plant �qe: Trees-8 6T Biofilter C: Bed Size= 611 sf Biofilter D: Bed Size= 1898 sf o_a Ciz Required �34� s� = plantinga=4 Bed SiFe-176G s Required Plantings =22� P,ovided Plantings. — — _ = 7 Biofilter E: Bed Size 2457 sf Total Blofllter Area: TOTAL Bed Size= 8398sf —a nn f Te4a' Bed—�eT90 sf Rr6 ' = q : rj Plontinga=28 TFe2 albs-1 Total Required Plantings=90 planSnga=93 T5tal Pfevided Plentings: moo I ELE� 6B6 70 s 1 Z d RET• WALL s gR 6„X6" TIMBER °� rWic.NL?o.'�14511483 TOP:6B5.212 BIOFILTER A PLAN VIE�W� imp a C4 SCALE: 1"10' 4 BIOFILTER D PLAN VIEW C4 ) SCALE: 1"=10' 4% f ao V 2 f 112Z 4�r sSIONAL ECG` ( F )H1Of TT1-?R (V PIiA`, V0I-;'',, '/, '/, '/, X,, '/, X,, '/, — Main Mitigation _ . _ Planting Area i + + + N0 Seedlings + + + + + + + + in San. Esmt. + + + + + + + + + + + + + + + + + + + + + + \ I Secondary Secondary / Mitigation Mitigation Planting Area Planting Area A •/ �.' ED Sidewalk Easement� J T `` + + + + + + + + + + DB 5016 Planting Area, ♦ �. + + + Main Mitigation + + + + + J +++ ++++++++ Planting Area' +.,++ + + �: ",�' �• /. / + + + + + + + + + i" + + + + + + + / / + + + + + y / + + + + + + + + + + + + + + + + + + + + XT T + + + + + + + + + No Se + + + + + + + + + + Soy• ost- Construction + + + + + + + + '0Treeline t I No Seedlin s +++ + + Secondary --- - - -- aMitigation bove an. 9 ./ �® - S / g Lott Planting Area El ♦ I + ++++ +ffer ++ + SOream - 15+00 + + + + + _ 100' Stream + + Buffer 12+0\ 13+00 14+00 - + + + + + + 0 •, 11+oa -- — --- + + + + + +++ + + + +T+T+T++T+T+T+T+T+T+ + + + + + + + + + + Main Mitigation + + + + + + + +++++++++++++++Planting Area + + + + + + + - - + + + - OLD TRAIL DRIVE VARIABLE WIDTH PUBLIC ROW DB 2886 PC 134 — 155 (PLA1 0 1. Option I - Mitigate through new plantings and permanent protection as given below. New plantings must be in the stream buffer area. Applicant has choice of planting ruts of the following: a. For every 40) square foot unit or fraction thereof. plant one (1) canopy tree measuring 1 th" - 2" caliper or a large evergreen 6 feet in height. one (!1 taukrstorr Tree measuring 3A" - I %4 caliper or one evergreen 4 fat in height. and one (1) stnall shnth I S" - 18" in height. b. For every acre or fraction thereof. plant 1.210 hardwtm4 and/or pine seedlings on approximately 6'X6' centers without tree tubes and mats. c. For every acre or fraction thereof. plant 600 hardivood and/or piny wedlings on approximately 8'X8' centers with tree tubes and mats. 2. Option 2 - Mitigate by preserving existing buffer where currently not required by ordinance: i.e. preserve stream buffers on intermittent streams in the development areas. Mitigation must be accomplished by permanent protections as given below. Permanent Protection for each of these options will be inclusion in the Thomas Jefferson Soil and Water Conservation District (T)SWCD) Easement Program, or recordation of a permanent maintenance agreement and escrow to run with the land. 0 Sidewalk - Easement Easement DB 5016 PG 134 BUFFER AREA DISTURBED: 1.79 ACRES WITHIN 100' BUFFER MITIGATION OPTION 1 B REQUIREMENTS: 2166 HARDWOOD AND PINE SEEDLINGS ON 6'x6' CENTERS WITHOUT TREE TUBES OR MATS MITIGATION PLANTING CALCULATIONS 77,561 SF Disturbed Stream Buffer 155,122 SF 1:2 Ratio Suggested Replanting Area 39,354 SF Available Replanting Area 548 SEEDLINGS Available Replanting Area denoted main planting area) Shall Have GAO S__�':i-'.;_=. The remaining 1618 Seedlings shall be planted within the existing undisturbed forest within the stream buffer and in unused areas within the site (shown as solid grey hatch). No seedlings shall be planted within ACSA Sanitary Easements. LEGEND MITIGATION REPLANTING (MAIN AREA) + + + E+ + MITIGATION REPLANTING (SECONDARY AREA) WETLANDS STREAM BUFFER-_�'"^'l TREE PROTECTION FENCING-�� + + + + + + + + + +amain Mitigation + + + + Planting Area �t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + rainage + + + + + + Easeme + + + + + + + + ' 16 + + + + + + + + + r ' ge Secondary + +PG+134+ + + + + + + + Easement Mitigation •'/' I � 100Stream Buffer + + + + + I / + + + + + + etlands - +++++ ++++++++++++ Secondary ++++++++++ Mitigation / + + + + + + Planting Area /• /' + + + + + + Post- Construcion / Treeline _ •. Son. — A Easement � San. MH typ.) I NO 0 r CSA'San.__Z# as + J ✓ / � 40 0 40 Scale: 1"= 40' / / 80 120 Mitigation Planting Schedule Planting Type Botanical Name Common Name Planting Details Quantity Hardwood Seedling Quercus falcato Southern Red Oak 6'x6' on Center 541 Hardwood Seedling Acer rubrum & cvs. Red (Swamp) Maple 6'x6' on Center 542 Evergreen Seedling Pinus strobus Eastern White Pine 6'x6' on Center 541 Evergreen Seedling Picea Abies Norway Spruce 6'x6' on Center 542 Total: 2166 Note: Species can be substituted from Albemarle County Approved Planting List. Contractor shall begin planting after earthwork is finished and shall complete plantings within 6 months. Seedlings shall be planted according to best practices as specified by the USDA. N 0 m N N > F_ aw J I J 0 i U) w c Qo W J N Q S m a 0 V219M�� ��`S'SIONAL ti�G1 Date 08/10 2021 Scale 1 "=10' Sheet No. C5 OF 5 File No. 16.020