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HomeMy WebLinkAboutWPO201300002 Plan - VSMP 2020-07-21PHASE I NORTHTOWN CENTER VSMP AMENDMENT #1 TO WPO 200600050 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA APPROVED by the Albemarle County Communityy Development Department Date 7/21 /20 �1l�rJl 1�Y��y KiQQ�LY� \ti hF/�ToN �Rr� RQq y FR �� Q- /y s N /r-00 O OR�F SITE uV �O Q- VICINITY MAP SCALE: 1" = 2,000' VSMP AMENDMENT #i PROPOSED CHANGES THIS PLAN PROPOSES THE PHASING OF APPROVED SDP20o6-61. THE PORTION OF SDP 2oo6-6i THAT HAS BEEN CONSTRUCTED (PHASE 1) ALREADY RECEIVES STORMWATER QUALITY AND QUANTITY TREATMENT THROUGH APPROVED WPO 201300002. THE PORTION OF SDP 2oo6-6i THA HAS NOT BEEN CONSTRUCTED (PHASE 11) IS SHOWN AS PERVIOUS GRASS LAWNS ON THIS PLAN. THE TMP 45-121C PORTION OF SDP 2oo6-6i THAT HAS NOT BEEN CONSTRUCTED WILL MEET WATER QUALITY REQUIREMENTS FOR ITS FUTURE DEVELOPMENT VIA THE APPROVED WPO 201300002 BIOFILTER AND THROUGH THIS AMENDMENT's NUTRIENT CREDIT PURCHASE. THE TOTAL NUTRIENT CREDIT PURCHASE REQUIRED WITH THIS AMENDMENT IS 5.31 Ibs/yr OF PHOSPHOROUS. THE PORTION OF THIS NUTRIENT CREDIT PURCHASE ASSOCIATED WITH TMP 45-111C IS o.89 Ibs/yr OF PHOSPHOROU THE FUTURE WATER QUANTITY REQUIREMENTS FOR TMP 45-111C ARE MET THROUGH THE APPROVED WPO 203-300002 BICALTER. THE TMP 45-121 PORTION OF SDP 2oo6-61 THAT HAS NOT BEEN CONSTRUCTED (PHASE 11) WILL MEET WATER QUALITY REQUIREMENTS FOR ITS FUTURE DEVELOPMENT VIA THIS AMENDMENT's NUTRIENT CREDIT PURCHASE (INSTEAD OF INSTALLING THE APPROVED WPO 2oo600050 BIOFILTER ON TMP45-111). THE STORMWATER QUANTITY REQUIREMENTS FOR TMP 45-111(PHASE 1) ARE MET BY REDUCING THE POST-DEVELOPMEN FLOWS BELOW PRE -DEVELOPMENT CONDITIONS. WHEN TMP 45-13.11S DEVELOPED IN THE FUTURE (PHASE 11), A SEPARATE REVIEW AND APPROVAL OF THE PARCEL'S STORMWATER QUANTITY COMPLIANCE WILL BE REQUIRED TO ACCOUNT FOR ITS IMPERVIOUS AREAS. GENERAL NOTES TMP & OWNER: 04500-00-00-111C0 (1.140C.) FIRST GOLD LEAF LAND TRUST PO BOX 5548 CHARLOTTESVILLE, VA 22905 04500-00-00-11100 (4.96oc.) FIRST GOLD LEAF LAND TRUST PO BOX 5548 CHARLOTTESVILLE, VA 22905 APPLICANT FIRST GOLD LEAF LAND TRUST PO BOX 5548 CHARLOTTESVILLE, VA 22905 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST. SUITE K, CHARLOTTESVILLE, VA 22902 TELEPHONE: (434)293-3719 ZONING: HIGHWAY COMMERCIAL & ENTRANCE CORRIDOR BUILDING HEIGHTS." MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET. NO BUILDINGS PROPOSED WITH THIS PLAN EXISTING/PROPOSED USE: EXISTING SITE VACANT PARKING & STREETS: CURB & GUTTER WATERSHED: THIS SITE IS LOCATED IN THE SOUTH FORK RIVANNA (BELOW RESERVOIR) WATERSHED. TOPO & SURVEY,' TOPOGRAPHY AND BOUNDARY PROVIDED BY LICENSED LAND SURVEYOR ROUDABUSH, GALE & ASSOCIATES, FIELD VERIFIED IN MARCH 2O20. EXISTING VEGETATION: PREVIOUSLY CLEARED, GRASS LAWNS WITH A WOODED PERIMETER. CRITICAL SLOPES: CRITICAL SLOPE IMPACTS HAVE BEEN PREVIOUSLY APPROVED WITH PHASE I DEVELOPMENT PLANS FOR NORTHTOWN CENTER, AND THE PREVIOUS GRADIA AND SITE DISTURBANCE HAS IMPACTED THESE PREVIOUSLY APPROVED CRITICAL SLOPES. THERE ARE NO MANAGED OR PRESERVED SLOPES ON THIS PROJECT. FLOODPLAIN: THERE IS NO 100-YEAR FLOODPLAIN ON THIS SITE. RETAINING WALLS: THERE ARE NO PROPOSED RETAINING WALLS WITH THIS AMENDMENT THE SI DOES CONTAIN EXISTING RETAINING WALLS AS SHOWN ON THE PLANS. ADJACENT PROPERTY OWNERS: SEE THIS SHEET. PHASING: THE CONSTRUCTION ASSOCIATED WITH THIS AMENDMENT HAS ALREADY BEER COMPLETED. THIS AMENDMENT PROPOSES MEASURES TO CLOSE THE PROJEC STORM WA TER MANAGEMENT-" SEE THE 'VSMP AMENDMENT #1 NOTES' AND THE 'VSMP AMENDMENT 0 PROPOSED CHANGES' ON THIS SHEET. LEGEND EDGE OF PAVEMENT CURB BUILDING WETLANDS RETAINING WALL SUBJECT PROPERTIES DRAINAGE DIVIDE - ----zoo- ---- EXISTING CONTOUR 200 APPROVED CONTOUR CONCRETE Sheet List Table Sheet Number Sheet Title 1 STORMWATER MANAGEMENT PLAN 1 TOTAL NUMBER OF SHEETS VSMP AMENDMENT #1 NOTES: ' EiII7, 5+K E R m - PRE_ DEVELOPMENT SWM PLAN BACKGROUND INFORMATION DK t•n.0-/ �• pp 1. WPO 200600050 WAS APPROVED FOR THE CONSTRUCTION OF SDP 2006-61. THIS WPO PLAN b, v= v.a i - •P ' SCALE: 1 "=00' AND SDP PERMITTED THE CONSTRUCTION OF (NOW KNOWN AS) TMP 45-111, TMP 45-111A, TMP 45-111C, A TURN LANE ALONG ROUTE 29 AND GANDER DRIVE. - { i i j,/, 2. THE FULL BUILD OUT OF SDP 2006-61 WAS NEVER REALIZED. PHASE I OF SDP 2006-61, AS - i..•, f "" t r` + ' / ;''J i' / / o ` SHOWN ON THIS SHEET, WAS CONSTRUCTED AND ENCOMPASSES GANDER DRIVE, ROUTE 29's TURN LANE AND TMP 45-111A. PHASE II OF SDP 2006-61, AS SHOWN ON THIS SHEET, WAS NOT , rr J7 _i_ CONSTRUCTED AND ENCOMPASSES TMP 45-111. - _ 1 ! ! 1 . r )'I ! }. '. I. ). �• < . / . /' /' -.i.: / /' - �` ` - ' 3. A BURIED UNDERGROUND DETENTION SYSTEM AND A RETAINING WALL WERE BUILT ON TMP 45-111 IN ANTICIPATION OF PHASE II's DEVELOPMENT, BUT THIS PARCEL OTHERWISE REMAINS PERVIOUS AND UNDEVELOPED. 4. WITH THE REALIZATION THAT TMP 45-111 (PHASE II) WILL NOT BE CONSTRUCTED IN - - - + I J - - _ _ - - - - NE7UhD_ PO ACCORDANCE WITH APPROVED SDP 2006-61, ALBEMARLE COUNTY ENGINEERING STAFF - -. '. •I +� e STORMWATER - RIMAIN DIRECTED THE APPLICANT TO TREAT ROUTE 29's TURN LANE, GANDER DRIVE AND TMP 45-111A `, ? ^ _ : i + x I v ,. / , i ' ' / % •' / ° ° / ' r . / . WITH THE DEVELOPMENT OF TMP 45-110 (WPO 201300002). 'APPLICABLE AREA' aq.IL `Q 11 ' r 5. AS A RESULT OF COUNTY ENGINEERING'S DIRECTION NOTED ABOVE IN #4, THE VAST MAJORITY - BOUNDARY r ', `� ` \ u �` - r.� \�... '`�`... J ,. + I i i:i'i: '.i'' i ' i -/ i i' + / .r %.°: .-I' •i /''.1� \ OF THE CONSTRUCTED PORTION OF SDP 2006-61 (PHASE I) ALREADY RECEIVES STORMWATER TREATMENT(WATER QUALITY AND QUANTITY FROM WPO 201300002. - �:.` ,. n , �,.,�. ♦`..x ♦ ,♦ .� \ ,hl 1 e 1T +1 �l i I'' i I I i.° 1 ' 1 r + , i I I )'° r i 1 ..11 PLEASE NOTE,PO 201300002 LATER RECEIVED A MINOR AMENDMENT APPROVAL TO PROVIDE �` .-�-•-a''� �i\>. \\\- `', �` �` :1 \ -'r `' - (i i I" I { °1 6.r AN ADDITIONAL 16 PARKING SPACES ON TMP 45-110. IN THIS AMENDMENT STORMWATER r+I,,+, , QUALITY AND QUANTITY TREATMENT FOR SDP 2006-61's CONSTRUCTED INFRASTRUCTURE - J • r ♦ �i" " „` `` ` r " r + r l J ry f r +. � (J I } ` � .} ; :}. } ,+, ; ; ,, , ..; \ ,� ' . A (PHASE I) CONTINUES TO REMAIN IN COMPLIANCE. - w ' , ` idtr�N�S x . ,. .�.` ♦\`., �`\ , - I. l `.T `..5 1,., `1 �` ,Bty`__' ' .. + , r r. i ' i ':1 ` '>, {. �1 .'`\ 289 $ � 7. ALSO IN ACCORDANCE WITH THE APPROVED WPO 201300002 PLAN, A 7,815 sf FUTURE - - - ,; �``,` \ \ ( }\q` \ i1. 1,'±� `,,' 1, - } `) �. } :) r . i r, '} } �, t- 1 1` `\� ��`.' ° \ IMPERVIOUS AREA CREDIT WAS APPROVED FOR TMP 45-111C (WATER QUALITY & QUANTITY). . ,♦,♦� . `, �` ` )' ) F \ \ 1) "I \ , •, } `y� I , , J { r t , ', 1 .'� \ , /.'. `( 1 ,1 } , '1 'A'_i.,( `, _ 1, , r ,'-d�t ` 1 ' 11!. i i i ' I i ( i i `\ PROPOSED AMENDMENT #1 INFORMATION } iiiLLL } `. \ 11 1 TMP 45-111 C: ` ,i '`, \\ , ,t 1'i ,, ,a )1 11 1 11' x1 11 (' , ,. F 0% i > 'i - , - }' ±, \ , .` ` - \ _ 8. TMP 45-1 11C IS CURRENTLY BEING DESIGNED SEPARATELY UNDER ARB 202000034. IN THIS �••�` ? `\ `` ` \ 15 ,!� \'`1 'i l� i.1 + } i i { } �i , 1i } '>i i r J + (\ _ - 'I .4f PLAN A TOTAL IMPERVIOUS AREA OF 18,825sf IS PROPOSED. , `•, r I- 9. FROM A STORMWATER QUALITY STANDPOINT, THE 11,0105f OF IMPERVIOUS AREA OVERAGE 1~_•-`'- -+ ! 1 ` ^ 1' I ' ' 1 ,. 1 ' i 2 ! , rr`: iI` d'D ,..++>rr/ii(i.r"j _ (18,825-7,815)WILL BE TREATED VIA THIS AMENDMENT THROUGH THE PURCHASING OF - 5 ,v . NUTRIENT CREDITS. TMP 45-111C REQUIRES A PHOSPHOROUS REMOVAL RATE 0.891bs/yr. -+ i^� I^/i '/' X- Y I ){. I .( -�dl �lR9Atl; {` ." 1"{, , °' WITHIN THIS AMENDMENT's TOTAL 5.31 Ibs/yr REQUIREMENT. PLEASE SEE THE ATTACHED 4f. i I S aaa < \' i ,r , :;' P ! ( 1 ( , r .11 ;°Q'' #,.1+ WATER QUALITY CALCULATIONS FOR ADDITIONAL DETAILS. (. �: , -i , r I+. , ,jr /r r° /, / , / r - - _ 10. FROM A STORMWATER QUANTITY STANDPOINT, THE ADDITION OF 11,0105f OFIMPERVIOUS``x1 °, - �(' AREA HAS A NEGLIGIBLE IMPACT ON THE 10.95 ac. BIOFILTER SUBAREA. PLEASE SEE THE a- + Ir a. _ ♦<� /� / .�`f :;�,j... rn ' L :1}�ii. '1 \\_.1'\,`,1 ,T r C ',1 ft,!;ri rr:ir: "..� �/ ,�/_�.i -.-j r ,r �/ ',//,• // ATTACHED WATER QUANTITY CALCULATIONS FOR ADDITIONAL DETAILS. , '� � r' �f < ��' /, � ' TMP 45-111: - ..r ,:1/\t.Y ''�` '' rl:i ./. :u it ')i.,� \ ,.,�\ �, '.,'i +' i /.r'-� /. /., 11.THIS AMENDMENT PROPOSES TO CAP AND ABANDON THE EXISTING UNDERGROUND { i T, / i (I� `.� \.'� �- 1 i j ' >'�$i' . /l ': } ri / / % //` /�-�/� , r. y DETENTION SYSTEM INSTALLED ON TMP 45-111. PLEASE NOTE THIS PIPE SYSTEM DOES NOT _ _- i! ,' { , ,I , _ r r+ , - i \- `♦ y E ,t y v 7 J ° /; ( , 1 J / J rr/-} / / j ' . RECEIVE INFLOW AND WAS CONSTRUCTED IN ANTICIPATION OF THE DEVELOPMENT OF TMP 1,- 45-111 (PHASE II) THAT HAS NOT OCCURRED. 11 '_.r. r �� ..1 r i rr r r 1 \.♦`.�'1'�. 1`i+i .,+J'I r','.(i i .'(\ `, �� + i. I l`.<� %i'/. iii l.i 12.FROM A STORMWATER QUALITY STANDPOINT, THIS AMENDMENT PROPOSES TO PURCHASE r° . .-- , 1 r � , ' r �r ( , , ! 11' 1 1 + 1 t 1 � t 11 { NUTRIENT CREDITS FOR TMP 45-111's FUTURE DEVELOPMENT PHASE II IN LIEU OF INSTALLING ' r i 'r { ' .{ - } I' _100' OF OLF THE APPROVED BIOFILTER SHOWN ON SDP 2006-61. THIS AMENDMENT REQUIRES A TOTAL i r ' i '\';- : { ' /: a ° sl 37D' OF SHALLOW CONC t . I !i l �''``x `\ ` , \ v `. . -.� ✓ I,9. r. r°/ r / r +' ' i�. 'i . .. i i :..r / NUTRIENT CREDIT PURCHASE OF 5.31 Ibs/yr OF PHOSPHOROUS. PLEASE SEE THE ATTACHED i' r . +:.I.1° ,T;'' +� \` •',\ FLOW w 0 ELEV.=47' ', ' ; ° , -; TD±;\ _--- f.� lJri'r i J + i '(' I I + ' - ��, `u'' - �'ro ` ' '� .. '.. ./��i 1, '.i ,`` I '/ 1 r �`�"\�_..-_� .i /1r//+i IJ 1 } ; " 1 (`t`.' .\ x,\�p gr 1 R'^„ WATER QUALITY CALCULATIONS FOR DETAILS. , r : + ° , 1 / i ^ / 1 . 13.FROM A STORMWATER QUANTITY STANDPOINT, THIS AMENDMENT ANALYZES THE DA #1 i I - - ' ( ,. - . i r. to -+ `- - + ` r ` " - ---- 111r^, r j SUBAREA SHOWN IN WPO 201300002 AND THE DEVELOPED (PHASE I) PORTION OF SDP 2006-61 -Sr i ',. -r' r \ / _-_I .n !r , .r , . j r x `♦� �APPR&ED H.A. J,' J. y -... I r , .I 1` ,`. l . , : WATEASHk 1ka:1 WITHIN DA #2. DA #2 CONTINUES TO BE SLOPED WITH POSITIVE DRAINAGE TOWARDS THE ',- i 1- , I ,= _ \`�_,. i J JJI) I (I.r �. \ . STREAM AND RUNOFF EXITS THE PROPERTY IN A SHEET FLOW MANNER CONSISTENT WITH AMENDED D.A. #2 i' ' J' , ' ' ' t �` 1 . \ ♦♦�'(•WPd"1013Q0008) ` / \ k, - THE EXISTING CONDITIONS. POST -DEVELOPMENT 2-AND 10-YEAR FLOWS CONTINUE TO BE s` -`� '' ' �- ) } 1111 ' 1 +` ` i' ` ' \�, + 1 i 1rzsnw s t -iri LESS THAN PRE -DEVELOPMENT 2-AND 10-YEAR FLOWS, RESPECTFULLY, FOR SUBAREAS DA#1 10 a90 Emm ¢uD�mr WATERSHED '. ii ' a 1 1r ' i1 :�\ \ ` '`. \' ,)\ / ewO K � f & DA #2. PLEASE SEE THE ATTACHED WATER QUANTITY CALCULATIONS FOR ADDITIONAL++ 1 \ x` `. \ \ ♦\ r`` _ _ DETAILS. ' r.. .. A'ETLANDS TO r \ \ - ' / ".. Y i'..,. ,/ - . _ _ BE DISTURBED - - - ' \ ` \\\ `u`�` *♦, , ' 1'1 .r i ,'x� . All 1 14. PLEASE NOTE, WHEN TMP 45-111 (PHASE II) IS DEVELOPED IN THE FUTURE UNDER A SEPARATE__ � ,. , j;J12 sg.ft, ZgBLp !`td:.. \ � ° . �� \. 1 '. r. SET OF PLANS, STORMWATER QUANTITY COMPLIANCE APPROVAL WILL BE REQUIRED. _ i . r , , - _ ♦� 10 ',,�\ \ \. \ `.�` ., t �� . /. - _J"__ i To d - -- - _ OIL 1 1' - _ 0 _ _I e _ _ ' ' 1'�- --. m uEn' i - - - - mod. DEST(1P.BED `•� JI i i' \ - --.- -.-- - - - _ _ I(+' e¢mD wai +O(/,l s°I>."- '�.adx :r-�.a".\�� �\ ``\�•,K 4+k, r� - `) ¢I % 5ppr11FrtF ,{ ,iiil �i ' r --`I �ma R➢n.£P\ - `.� '^�'o Sties .hl,-v 8.�r� �. ') 4sp'_ ` .. - ------ -- - - - _ ■ - ,-. _ -4_®_ M-_ D.ux -M-IL --TEY%'SECrWiLGO_ •DITD1$aF.E aIbxtD -iXI. Em- +D- •\:_ .._..`___SIDd9_+ -_EiE.6FN.nGwee1S�-�L+TI _A_ _ r5e�n _.a_eE_ff_.. ____- -____ _______ ____ Pre Development Summary -___-_ _s�m xArea, 2-year Flow, 1 -Y ear Flow, ,- _M _ CN--- - - --___ ---- _f ____- �.�._•�enE�t.�c. �_--_-__._�_..�----- jw -ma ------- cf$ CPS - ------MW emIP ac IFED _-___--_-_-___ --------------------- APPROVED DA1 62.3 10.95 7.92 22.31 41 { ■ _ r ,� _ .-r_ a, _ -. _ --_�_ = - --- 9- AMENDED DA2 59.2 S.39 2.66 8.97 ---^-------- r ` \- 61.3 16.34 10.58 31.28 TMP 45-111C RAIN GARDEN NOTES: 1. THE APPROVED RAIN GARDEN LOCATED ON TMP 45-111C IS NO LONGER REQUIRED TO BE INSTALLED WITH THIS AMENDMENT. THE SEDIMENT TRAP CURRENTLY LOCATED ON TMP 45-111C NEEDS TO BE FILLED WITH POSITIVE SLOPES (0.701 DRAINING TO THE LARGE BIOFILTER (TO REMAIN) APPROVED UNDER WPO 201300002, AS SHOWN. 2. THE PIPE DRAINING TMP 45-111A, CURRENTLY OUTFALLING INTO THE TMP 45-111C TRAP BEING REMOVED, SHALL BE EXTENDED TO OUTFALL INTO THE LARGE BIOFILTER (TO REMAIN) APPROVED UNDER WPO 201300002. a. CONTRACTOR MAY ELECT TO INSTALL VDOT MH-1 MANHOLE AT THE CURRENT PIPE OUTFALL, AND INSTALL NEW PIPE (WITH A MATCHING DIAMETER) DISCHARGING INTO THE BIOFILTER FOREBAY, AS SHOWN. OR b. CONTRACTOR MAY ELECT TO EXTEND THE EXISTING PIPE (WITH A MATCHING DIAMETER AND SLOPE) TO THE BIOFILTER FOREBAY. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD SURVEY THE ASBUILT BIOFILTER AND PIPE TO ENSURE THE EXISTING SLOPE CAN BE MAINTAINED. 3. THE PREVIOUSLY APPROVED SDP 2006-61 LANDSCAPING PLAN INCLUDED LANDSCAPING WITHIN THE RAIN GARDEN THAT IS NO LONGER BEING INSTALLED. AFTER FILLING TMP 45-111C's SEDIMENT TRAP, THE CONTRACTOR SHALL INSTALL ITS LANDSCAPING. THIS LANDSCAPING IS LIMITED TO ONE 1" BLACK GUM (NYSSA SYLVATICA), ONE 1" SCARLET OAK (QUERCUS COCCINEA) AND ONE 1" WILLOW OAK (QUERCUS PHELLOS). 1P9 EON ASA{TOIyM IE ^ R VI MA�„rCMI AN \ \ F 35 P TMP 45B1-1-A-4 KUHJOR W I ENDYNDY F I •- ZONE: R1 \ ' USE: SFD DB 2202 PG 307 • ' STORMWATER QUALITY 'APPLICABLE AREA' •'•-• •;•"} - UNDARY TMP 45B1-1-A-2o - BURTON, HENRY AMENDED D.A. #2 1 / L & MARINE C °ex I WATERSHED \VU TRUSTEES I\ .• ZONE: R1 USE: SFD THIS AMENDMENT IS DESIGNED FOR A FUTURE IMPERVIOUS DB 1595 PG 68 I \ AREA OF 82,675 sf IN TMP 45-111 FOR A (PHASE II) WATER QUALITY CREDIT. A TOTAL PHOSPHOROUS REMOVAL RATE OF 5.31 Ibs/yr IS REQUIRED WITH THIS AMENDMENT. OF THIS 5.31 Ibs/yr, 0.891bstyr. IS ASSOCIATED WITH TMP 45-111C. _ TMP 45B1-1-A-1 MAJORS, ROBERT I OR CHRISTY ZONE: R1 USE: SFD DB 4523 PG 280 THIS AMENDMENT COMPLIES WITH STORMWATER QUANTITY REQUIREMENTS FOR THE DEVELOPMENT DEPICTED ON THIS , SHEET (PHASE 1), BUT DOES NOT PROVIDE A STORMWATER QUANTITY CREDIT FOR THE ANTICIPATED FUTURE 82,675sf , OF IMPERVIOUS AREA (PHASE 11) ON TMP 45-111. 100' OF OLF w/ 0 ELEV.=17' 460' FL OF SHALLOW G FLOW w/ � ELEV.=22'=22' TMP 45B1-8-2 , AVENUE REALITY LLC ZONE: R1 USE: SFD , DB 5014 PG 46 I / T TMP 45B1-8-1 / N/F FIRST GOLD LAND TRUSTLEAF ZONE: CO USE:VACANT D.B. 1894 P. 386 er , � M M 1 114 5 GAS 11111110 11111m m 0 \MP 45-111 \PEASE II O PPROVEIQQQ SDP 2006 \ (NONNN C NSTRUC�ED) 11SDP 2066-61 PHASE LINE M - DRIVE '� � � IIIIIII■ 1 TMP 45-111A TMP 45-111C BE OF APPROVED SEE'TMP 45-111C RAIN P 2006-61 GARDEN NOTES' ON THIS SHEET. TMP 45-111A ERS BANK & 0.83 Acres DB 3577-651 Lce- R AMENDMENT IS DESIGN D FOR SEMIN TAL FUTURE IMPERVIOUSAREA VARIABLE DIT OF 18,825 ON TMP 45- 1C STATE HIGHWAY PROJ MP 5 1-P 2 ZON R2 USE: D HILLIS, H O O H L R J HN O 1038 P 42 11 EA ZON : R2 ZONE E: 2 MP 45C-1-A- E S SF U SFD CO EY, ALICE-L B 43 1 F 5 1 ��Bll11 8 PIGS 9/ B 005 PG 44 T ST R2 5' Z9 USEE 8 I / / 6279 591 '_j�[IA I ICTE� 41rp:LOPES O T -\_ $F{E ON IS T ITH THE AD PO 2 300 2 AND HEy/q/E",,"/ W O 006. T S AREA H S S BS yf/g,U,`ENTL)! E V LO D F02�1700 CEIV I S PA p,T TOR 1 AT QUALI A ANTITY� - I R T E IA WPC 201 63 AND Wa032. / 0 o1 \ IN R HM OW CIS \ �fl ll �\ 1 50 I POST -DEVELOPMENT SWM PLAN LE DB 3695 SCALE: 1 "=80' / , \ \ TMP , SHE -24 , WHYTE, SHE IR LIVING TRUS ZONE: R2 USE: SFD DB 89 PG 424 , \ \ TMP45C- -A-23 , I WEBB, CA L ZONE: R2 USE: SFD BWB126PG 11 / SCOTT/R. CCZ-LLINS'7i Lic. No. 035791 i� 6/19/20 1 r•�� VJ ti M M N z LU z N W N > Q z LL Q J � wLI > L F_ 0 � U 0 W z z z z 1 W IY W U LU Y Q LU z � UlU) o 0 U) LLI Z� iY cl LLL - � o J � z w Q w C:) OO Q N � w U H- J F o d w Ul) JOB NO. 092029 SCALE AS SHOWN SHEET NO. 1