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HomeMy WebLinkAboutSDP200600061 Plan - Approved 2008-09-29" Y - SITE DATA 20' - - LEGAL REFERENCE: TAX MAP 45, PARCELS 110, 110A, 111, 111A & 111B COMMERCIAL ZONING: BUILDING SOURCE OF TITLE FOR PARCELS 110, 111, 111A, 1118: DB 1894-386 PARKING - 0' Fire Hydrant MAXIMUM BUILDING HEIGHT: 65' SOURCE OF TITLE FOR PARCEL 11OA: DB 1178-525 HEIGHT OF WILDING H IS 44' HIGH. OWNER OF PARCELS 110, 111, 111A, 11113: ZONING IS (4'�-35)*2=18' PAVING SPECIFICATIONS: REFER TO FIRST GOLD LEAF LAND TRUST ZONING DISTRICTS SHALL NOT EXCEED Setback Line P.O. BOX 1333 14 CURRENT USE: VACANT CHARLOTTESVILLE, VA 22902 OR A DECORATIVE LUMINARY WITH FULL 14 OWNER OF PARCEL 11OA: - S8 PROPOSED USE: RETAIL, OFFICE, BANK, RESTAURANT RIVER HEIGHTS ASSOC., LTD. WITH 6' WOOD FENCE ENCLOSURE. 8. P.O. BOX 5548 BUILDING SUMMARY: 9. CHARLOTTESVILLE, VA 22901 RETAIL USE 10,250 S.F. DEVELOPER: BANK USE 3,090 S.F. UNITED LAND CORPORATION OF AMERICA FOOD USE 5,000 S.F. P.O. 130X.5548 OFFICE USE 65,650 S.F. CHARLOTTESVILLE, VIRGINIA 22905 " of GROSS FLOOR AREA (434) 975-3334 S14 15. CONTACT: MR. WENDELL WOOD 67,192 S.F. (80%) 16. ZONING: HC, EC & AIA PARKING SCHEDULE: 17. EXISTING SANITARY SEWER MANHOLES THAT ARE TO BE ABANDONED ARE TO BE BE FILLED WITH CONCRETE. REQUIRED FOR SHOPPING CENTER: MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES SOURCE OF TOPOGRAPHY: 4.75 SPACES PER 1000 S.F. GLA = 320 SPACES ROUDABUSH, GALE & ASSOCIATES PROVIDED: DATUM INFORMATION IS NVGD 29, USC & GS Z 155 RESET 1956, AND LOCATED AT THE ":'iV. CORNER OF US ROUTE 29 AND SECONDARY ROUTE 649, STANDARD ELEVATION OF 552.71. BENCHMARKS: #1. BRICKNAIL AT S.E. CORNER OF D.I. #6' =457.79' #2. PAINTED SQUARE LOCATED AT THE N.W. CORNER OF D.I.#7 = 457.44' #3. TOP OF SANITARY MANHOLE' #4 = 429.89' % #4. S.E. CORNER OF CONIC. SLAB AT PROPANE TANK LOCATED AT PUMP STATION = 424.27' PAVED: 5,000 SF O.7 127,115 SF 18.4 SETBACKS: 99.1 - 480.383 SF 69.5 PUBLIC ROADS: BUILDING - 30' 100 691,488' -ASF-, 100 PARKING - 10' RESIDENTIAL ZONING : BUILDING - 50' PARKING - 20' 1. UNDISTURBED BUFFER - 20' IS THE CONTRACTOR'S RESPONSIBILITY COMMERCIAL ZONING: BUILDING - 0' WM PARKING - 0' Fire Hydrant MAXIMUM BUILDING HEIGHT: 65' THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. TVP HEIGHT OF WILDING H IS 44' HIGH. ADDITIONAL SETBACK FROM RESIDENTIAL ZONING IS (4'�-35)*2=18' PAVING SPECIFICATIONS: REFER TO TYPICAL SECTIONS ON SHEET 8. ZONING DISTRICTS SHALL NOT EXCEED Setback Line ONE-HALF (1/2) FOOT CANDLE. 14 CURRENT USE: VACANT EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL 14 CUTOFF OPTICS. THE EXISTING LIGHTING FOR LOT B WILL REMAIN. S8 PROPOSED USE: RETAIL, OFFICE, BANK, RESTAURANT TRASH REMOVAL: DUMPSTERS WILL BE PROVIDED AT LOCATIONS S.H00_'N ON PLAN. ALL DUMPSTERS SHALL HAVE A 10'X15' CONCRETE PAD WITH 6' WOOD FENCE ENCLOSURE. 8. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS. BUILDING SUMMARY: 9. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. RETAIL USE 10,250 S.F. BUILDINGS SHALL BE SPRINKLED. BANK USE 3,090 S.F. OUTDOOR STORAGE, DISPLAY AND/OR SALES SHALL NOT BE ALLOWED ON SIDEWALKS OR ACCESS AISLES. FOOD USE 5,000 S.F. ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE EC. OFFICE USE 65,650 S.F. MAXIMUM NUMBER OF EMPLOYEES IS :ESTIMATED TO BE 250. of GROSS FLOOR AREA 83,990 S.F. S14 15. GROSS LEASABLE AREA 67,192 S.F. (80%) 16. EXISTING SANITARY SEWER LINES THAT ARE TO BE ABANDONED ARE TO BE PLUGGED AT BOTH ENDS WITH CONCRETE. PARKING SCHEDULE: 17. EXISTING SANITARY SEWER MANHOLES THAT ARE TO BE ABANDONED ARE TO BE BE FILLED WITH CONCRETE. REQUIRED FOR SHOPPING CENTER: EXISTING STORM SEWER PIPES AND STRUCTURES THAT ARE SHOWN -1 -INR DEMOLITION SHALL BE REMOVED COMPLETELY. GROSS LEASABLE AREA = 67,192 S.F. 4.75 SPACES PER 1000 S.F. GLA = 320 SPACES PROVIDED: J 322 SPACES (INCLUDING 7 HANDICAP SPACES) LOADING SPACES REQUIRED: 4 LOADING SPACES PROVIDED: 4 LAND USE SCHEDULE: PRE-DEVELOPMQUT % POST -DEVELOPMENT % BUILDING: 1,500 SF 02 83,990 SF 12.1 PAVED: 5,000 SF O.7 127,115 SF 18.4 OPEN: 684.988 SF 99.1 - 480.383 SF 69.5 TOTAL: 691,488 SF 100 691,488' -ASF-, 100 (These drawings are the property of Dominion Development Resources, LLC and are subject to federal copyright laws. These dr( may not be reproduced, published, or used in any way without the written permission of Dominion Develop/nent Resources, LLC. FINAL SITE DEVELOPMENT PLAN FOR PHASE 1 NORTHTOWN CENTER TM 45 PARCELS 11101 i 10A7 111, 111 A, & 111 B RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 4i � on N9r� �n�RL Rid hfs er g �`o O°i by ��t-6�oo P Y SITE / a �,w 4 VICINITY MAP SCALE: 1" = 2,000' SIGNATURE-,, BLOCK DAITE ALBEMARLE COUNTY S RVICE AUTHORITY �� eQ-Z3-off FIRE OFFICIAL Y `0 ARCHITECTURAL REVIEW BOARD 1 �o BUILDING 0��� 4 7.3�Tr VIRGINIA DEPARTMENT OF TRANSPORATION GENERAL NOTES Existing Elevation/Contour 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY STIR TO FIELD VERIFY ALL DIMENSIONS. WM .2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. Fire Hydrant 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. TVP 4. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. Electric Transformer 5. THE SPILL OVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO.PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED Setback Line ONE-HALF (1/2) FOOT CANDLE. 14 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL 14 CUTOFF OPTICS. THE EXISTING LIGHTING FOR LOT B WILL REMAIN. S8 7. TRASH REMOVAL: DUMPSTERS WILL BE PROVIDED AT LOCATIONS S.H00_'N ON PLAN. ALL DUMPSTERS SHALL HAVE A 10'X15' CONCRETE PAD WITH 6' WOOD FENCE ENCLOSURE. 8. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS. 14 9. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. of 10. BUILDINGS SHALL BE SPRINKLED. S11 11. OUTDOOR STORAGE, DISPLAY AND/OR SALES SHALL NOT BE ALLOWED ON SIDEWALKS OR ACCESS AISLES. DETAILS 12. ALL HVAC UNITS SHALL BE ROOF MOUNTED. MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE EC. 14 13. MAXIMUM NUMBER OF EMPLOYEES IS :ESTIMATED TO BE 250. of 14. FIRE FLOW IS 3300 GPM 0 20 PSI ACCORDING TO ACSA FLOW DATA' FROM NEAREST EXISTING FIRE HYDRANT. S14 15. BACKFLOW PREVENTION DEVICES WILL BE REQUIRED ON THE WATER SERVICE LINES TO ALL BUILDINGS. CRITICAL SLOPES PLAN 16. EXISTING SANITARY SEWER LINES THAT ARE TO BE ABANDONED ARE TO BE PLUGGED AT BOTH ENDS WITH CONCRETE. 17. EXISTING SANITARY SEWER MANHOLES THAT ARE TO BE ABANDONED ARE TO BE BE FILLED WITH CONCRETE. 18. EXISTING STORM SEWER PIPES AND STRUCTURES THAT ARE SHOWN -1 -INR DEMOLITION SHALL BE REMOVED COMPLETELY. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NC 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXIS;INC PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION 1` O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE ° iii.iiT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS 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 fV 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 OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQ�IRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STA ILIZE A DRAINAGE CHANNEL. 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFOR]ED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST C00LY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). r � � BOUNDARY g� ADJUSTMENT PLAT ."uo,Po.°, Po P�10.q� SCALE: 1" = 100' %I tlLYa must e � .. T1P tl�-pr,,po `i l feel ss `J oe a m i4ilev 0oq d ----------- 40 -- u"" m � `MPoY SnBYN'W-------.._.-.-_ ♦off Am - �,I°, .. __ . Hll'r8'29'E IU9�' 'vrh +W 'm -IIA eny - ABBREVIATIONS Existing Elevation/Contour Benchmark MH Sanitary Manhole STIR Storm Structure WM q Water Meter - FH Fire Hydrant TPD Telephone Pedestal TVP Television Pedestal ET Electric Transformer TSB Traffic Signal Box -) Setback Line LEGEND 500 Existing Elevation/Contour ® Proposed Elevation/Contour 1' Power Pole 06.12.06. Exist Light Pole w Prop. Light Pole �- Limits of Demolition S4 Critical Slopes 14 Concrete Sidewalk S5 Heavy Duty Pavement Project Title: FINAL SITE DEVELOPMENT PLAN FOR PHASE 1 NORTHTOWN CENTER Rio District, Albemarle County, Virginia SheeL No: Drow'n9 Title: S 1 Of 14 1 COVER SHEET Scale_ N/A Drawn By, CSN Date: 06.12.06. Checke By. TRM DRAW I NG I NDE X S1 of 14 COVER SHEET S2 of 14 DEMOLITION PLAN S3 of 14 SITE PLAN S4 of 14 GRADING/UTILITY PLAN S5 of 14 LANDSCAPE/CONSERVATION PLAN S6 of 14 LIGHTING PLAN S7 of 14 ENTRANCE PROFILE S8 of 14 WATERLINE PROFILES & DETAILS S9 of 14 SANITARY PROFILES & DETAILS S10 of 14 STORM PROFILES S11 of 14 DETAILS S12 of 14 FULL BUILD SITE PLAN S13 of 14 PHASE II SCHEMATIC LANDSCAPE PLAN S14 of 14 CRITICAL SLOPES PLAN File Name: 45-110-SP.DWG Project No.: 5072 NO. I DESCRIPTION I DATE OTHY RAN MILLER = Lic. No. 3o542 g)V P m -6 I V ominion oeevSS Ae� Development tea, ° Resources, LLC w'O �•^ 172 South Pantops Chive y Charlottesville, VA 2291 1 ^'..---- 434.979.8121 (p) eats 434-979.11681 M File Name: 45-110-SP.DWG Project No.: 5072 NO. I DESCRIPTION I DATE OTHY RAN MILLER = Lic. No. 3o542 g)V P m -6 I I. \ i i" B 0/ \ .. :' Exrst. 24 Steel - .. - ' \' Culverts to be � 2�' ET'' � be Dayiighted. ✓, N / / ' .. / �/ � \ .,�. 'L�.; .. .•, \ ' � ...,. \ �\ Refer to Sheet S4 P1PD • � .. - -�I `_\__`_ �-___ '` `,for gradi � / � /i � �%. ./ �' .; / /, y! `�/ ,/ - , \ :\♦': , 440..; ..---- . ', '�•• Ex. � .. .. _ TWELL \` ` .., � !. _ '/'' r"/ /' !' / ' . �✓.. / / . ! . f.. /' , "Storo9e Shed \'.. t EI F' I LL 1 r i TANK 'fr t.t i q ) I J ! /�, // /'✓ /' - / : // / /// / ✓ �'� , \\ .. - .. - _ DRIVE � 'x:> `1 ..II piAVEL _�'�' i i / .. WETLANDS iTO J REMAIN' I .x / . , \ \ ♦\ � \\ •,\ q,MH st � ! r— f,0,3!1%' isy fti ' `t .\ h \ I \. %� \ \. \♦ \ \ .\ C. ri. 't _ j 'i l ! ! 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TO BE �' 1 \'' ' �' 1'\\ .\ . ` EhiSTING GRAVEL RD�ID i \ �♦ .\ i 1 \ . , � \ ♦ ♦ .�, - : I \ t ! 1 r + I \ . \ \ �\ ` ' \ ` � �\ t �\ TO BE REMOVED/ / �\ ♦ .♦. ..\ � �'I. i '\ �'\ . \ '\ \ \ \ � ♦ ii\ \ �. � 1 �'-I : ;� \\ '\ � i l t ! 1\ t .; :\ \ , \ .' \ � � `\ :` \ Y. Wi�r1 ,''ti EXISTING 1 STORY( �\- L` ' ' ,\ / \ \ - / J, �... e ` y a \ \ \ \. '\ '•\ \ \ '\ j t l� \� \ � \. � 1 \ BLOCK W BASEMEN . \ . ! ♦ I ..� \ ♦ \ \ / I \1 c. a '\ , ,I1 \ \ , .\. \ '\ p `.'♦ \ \ \ ',/ TO BE REMOVED .�O �YETLANDS TO . ' \ , ` t \ \ \ \ \' REMoI �-� RAIL I _ BE. DISTURBED'��` \\ \ \ - FENCE \ t 7— -------------- 1,4,12 l 298LF.of 7Trxpact`io`. , Intermittent. Stream♦--- , T\ ;` -RETAINING To Be' Rerpoved: \' - /96 \. '\1 - - / WALL 0 'N \ \'\ \ \ .\ \.. .!.p. !' �\. \� \�. \ \' '1 w. v: \ \ I, � \ .`,.. ` '4 � ♦ : A.:'\ �. tel_ CONC.� EXISTING / '('' I' _ `\ \' w ` \ \ \ \ `\. ( \ \ 1 '\ :\ ^\ \ _ - \.. '` \.� \ \ .. \ \. \ \ \ \' /-\. \ '\\ \.. TO BE RE VED \ 1 "1 1� t i -� .. \ 1 \ � ♦ \' � \ . \ , t •'\ \ ,� \ /{ � \ \ ' ..Z$ i : �� � � \ ` � �\ ` \ ` \" \ �\ \ \ ' \ \ _ _ _ TP �.'' , \ � SLAB �DUMPSTER ENCLOSURE. 1 _ ' �'/ ? ! �/ / ---' - \ /' 1 � \ ( j 1 \ I / 1 caro -_� I' _ _ .__\ - '` \, ♦ \ 9S \ \ Y. � � . 1 \ I I�EXISTING FOUNDATION. ,. 1. � ' �90 BLOCK PitV � il. . _ TO BE REMOVED �___ l' .1 \ , / / r i `I c 1 /, - __ _ '\ ♦ 'C. `♦T61BE'REMOVED ' 4. i I f. / _-� '': ' ;. "i..:. '1 t :\ / i / � ' 'i r I. '� I i I ;/ �� %.� ��_•. �_ ___ � 4p :,.' \\ �'\' ` ` l ` .___'___ ,. `\. ♦ `\ ``j ,> O.N. TELE:�1 }' a TQ \ `U .l . \ _ TO BE REMOVED EDI --- \ DISTURBED � • - � \ .\ /.o �`� ----"" r 1 �{ I ' ril."/: �"_�_ ! ^`._ �."� �''. /"� J / ,•1- '\'\�..�,_/ /' / ' 1 ? i` i` / u''. / i� _ _- �_ /�� � .`�b$�$q.ft ♦ � \ �Wl�")d' _- - V '.I L' _.-......._ EXISTING VDOT: •; \ 1 t )�- ` �\•.�\ \.� \ \;. �\ \ \ \ '�*r.W \ __.______-�_. \ Y. jJ ( //i7 E%IS7IAG-FOS/NDAT1%IS,� 7 \� v�.� _ �-".\ \ ` \ ! \\� t. BTORMWATER BLOCK'. 'n��� \C, \ \z \ ` ` s ``! ?7.W •.i . "t! / y .: / MANAGEMENT FACT TY'- TO -.BE REMOVED ` ` \ ♦`� ✓ yti,,. �/ / l:1 ! ` '�z - / /.' / ./ /1' / , I . i I-'`EXISTIN RING HOUSE EMOVEP_ - \ _ / __-____- _ __"__` _ _ i r I ` I KEEP RIGHT SIGN / ; '' i,ia , ? 'ill,\ 4. ? _ _ tel'/ .,(/` \l. /. ____._________-4a Be Removed _ _ _ q _. . -� / 1 I; '.., ..i♦�_� ..._ � ,/ ! '/ -' i , .EXI$iIWG 54"RIPE � `\\`J �� `� � - // n \ 80 ___._ i r;' ( \ w � � � 1 I S.:.IG. DNE SpN SIGN._ ,i r ! WRONG WAY \. '. SIGN,. :-' ,._/ %�''^ -- __ _ -';7066 RETA81rED,,. , \/ `"✓a./c,•^_ __ BE '/ �•\.'/ /./: /,r ._.yy -. - G_ J _. - r--.XISTING Y y.N- , .SIGN ♦ / TO BE R MOV D_:" - n -,t_/> _ - _ .2 REMOVED -BE__ _ _ _, A --!a Be 2erridvetl.._ __. _____ _. ___-. -. ... _ �/ ",\_�\��'`_/♦_A�� .. ..�___.�- ". \.'k \.xa-�-._.. 1: E' .. ,I_.' .! _-__.___ ;c i\_/\�" ✓\ /''. ]. / / 1 .. _. _.__ � _.,,I__ _ _ EXISTINGSIDEW LK --_,_.._._..______ _ I I _ O e9i ., ' .__._ _ -( T4_BE..REMOVED- TO BE..RE----__._ ____ .__ .. .. _._. __ _ ... __ __, � ..._. ; SIDEWALK _ _ _ ____ _-„L,_...,Removed_ ._._ ___.___.. _-. � _. _, - _ - _.XI. .. .' _ _. _id-_. -. - - - ___ TO -BE REMOVED TO BE REMOVED- - - _. _, _ _ _ _ _ _ -- - - _ 7 -'�__ .-._.x___ _�__v_.,,__;_ E (STING GUARDRAIL TO BE REMOVED _ _ ,.a_��� _ _ _ _ 1 _ __ ._ _._ 7_ ____ EXiSTIN,G,:. __ ELEC. MH - SIGNAt POLE EXISTIN�'i: ,ib _______�. _ _ _-__-_-___ ________ - � _. -1i__ � ! -_ ��GUARDRAIL -- ._ p. - - EXIST( IttO 3TR- ' - - - - - - - - - - - - - - - TO BE REMOVED �.' ♦� EXISTING -_._.'' .EXIS IiNG T5"RCP--EX3��Z`�5- -_ ___ .-v-�a..a.- -_ �-_ _=g= _=,u__ _ _ .f -7p �/ R*O 1p TO BE REMOVED - ❑158 •\ - EXISTING €XTIt1G-1SRGP ___ ___-___-___-___ ____ _ __ -=-"#fBEit€#M013==-= LL _ - - SJR -IR --EBtST¢AP ASPHALT - 1p.BE REMOVEp_TQBE REMOVED .. - TSB EXIST TELE M ! EXISTIN�Sif%1b______ ___-__, e_� _ - - - - - - - - ` - - EXISTING TSB cXiSTING TSB - -STlt� -J0 BE REMOVED_' - - - --- _ --- - ' __ -.-'- - 1 - - - - - - ._ - - - - ♦� TO BE .APRON EXISTING 756 ` . '=-\- T2� —.- - ADJUST TOP . ' EXh'fis NG CG=-=$=- c - ---,�'.. \\ XtS11N6lSRCF— ST ,..f - - - - - , -� - - - - TO BE REMOVED �EXIS7IN� L � - _ ” TO BE ; TO BE -RD•OCggp_ - M gL+�ypp_ - _TD3 \ TO BE -RELOCATED - - 4, REPLACED - - - �'- - - - - - - - = - - �- -TO BE REMOVED . _, ` T _ 5 A f� ,FA TELE M TSB TO BE STR-td '-� --`l S1R�-13 - ` RELOCATED '-' - - - - --RELGCAT€D- - - - - - - - - \ RELOCATED ♦�. ftELOCATEO __" - `s -.- - - - BE 1 OVED _ /' STR 12 \ - \ x.. ------- ---------- iT / EMS EX STI Lf/CTD-"JU -_-�-_--;i. :\ EXISTING _--------- _------. TO rPQLi.r Is x ,-... 2.'. , .,.., sxxe.'e: mn;7 r. .x .:, zmaa,, a r; - - - - - - - / / / / / �E - - / �� BE OVED --—_--- � ,. axaxa_., rc,�r a �:ar, ,.s`-' w va-n a ' -._ / —� �- _ _ — �- - -�- xlrkpq.,Tree TO BE ,: ar e� m+nsi e_ um s •amar» w+xN v nusx v - •,• .•• " 'r`.a w_ _958 f \ EXISTING \ To Be - EXISTING - ''Removed o Be Reloca d� ... G1� �^'.-"'" .:.................a... ,.n.,.--_, - .. g _-..,. „,w.ta�.6,., -' ,......,,,..".,....� .....,.a..�.wet ..._� '^„..,__-.....r...._,...'......_....a.,�.... :k,.,_,.. M .mm........,. €�,�._..ixl.a ,�, aaa-ar .r U TURN SIGN a M420NG WAY $IGIPJV_ p..e, ..- -m_u,_�. w._.w.-rw--w-w-a,-o..-w_�_.,.-w-m_r«_/_w t _ aay.4:vaw:,.-------....z"z.�, <._. s.< >i � 758 �� .. ❑TSB - / � ,:. �j' .: � _-�_.,w- + ,EXISTING WRONG «.¢<,a EXI�STI(`TG�:F+=Z6<�.�.««<®� / TO'Be Relocated \.,..,,,..�,,..",,.-.,..,.,... �,...a..,�- ONE W SI N ''a - / � .TSB WRONG WAY ..- T o••- -w+.- _ . --,,,e.,,.._-«:.....,,x,..-.,,.U...:......^ �.,.._..,. SIGN e T% -WAY SIGN To Be Removed ,: NO U TURN ONE-WAY - . To 6e RelocaTed_ - - - - - - - - _ / p .__.-....w.,_......_ _ ..:, :�.._,..._._>.�r,.r _....4, ` - ....__..�.,, �' - .:. - 0 D O m i n i o n f : --►- � _ 456 19 FI SDevelopment L D LA _ — — - = — — — — — — — — — �_ _ Title: NA SITE DEVELOPMENT PLAN FOR ����` yiq lae iD- — — — _ - — .—_.—, -- -- -- — — -- S-11 - — —Z — -- :— — - . HA �os .R - esour c� es,�oL� L� C STR-s ---------------,-------� SE 1 NORTHTOWN 172 South Pant ops �D� ne STR-a -a — sift ChaAottesvlle, VA 2291 Id' calve. WALK io District; Albemarle County, Virginia 434.979.8 12 434.979.1681STR-BA J BCrs . . . SIGNAL STF-B DDRVA.com u�wing r beet NoTasePgdaea RevisionvpLTx of N0. DESCRIPTION DAIS 09.20.COMMEN DEMO �x�� 3 Comments MIXe 4 Comments Lic� 5 Comments 2 2 of 4 ao 0 40 80 120 �r �?y _ w�q .Scale' 1" 40' � Drawn By. CSN File' Name' � '45 -110 -SP DNG -.'. SCALE' ' 40' \ F ' Date 061206Checked By 1R1i � � Project No.: 5072 �SIONAL .SSG \ _ PVC Plpe.0 1i NH -e .. .-. ..;. - __ .... ....... 24 x8 conc.Footer, .. Min Slope / Refer to detail C/S9 for cross r 1 2 , 435 - - bet _ - '- - --- 435 sections of stream dayllghting area.q{ ... _.. -. --. / B ' �'` ..._ _ _ _.... .. .. ' ....... Underdrain ravel,,,(AASHTO -- ' Temporary Construction Easement ; r,// ` �/ �' , ' / ,-C� 430 M43 1/2 ) Wrapped -n _ ---_ - - - 430 for Future Stream Restoration Work / 'h -� 6 �' ' �N�'. i ^"./ / i' ' N5 / �' on oven abnc or ` a /' ' i'r'.'� 440'" . ,/ /- i. ,r .....__.-. ..._ N, 80\ 80 cnNITPR\'f\SEWER \ Stream / / /' f- .. ' / r' /" _ .. ........ ........... ...__.. ... -- - _- .c .... .Y6f'Pea oval.......... __..... .. _........... ...._....._ ......_ .__. ! `\ Daylightinryry ! 2 !� /! '/i �',._- r r 6 / f r' Fi i / 425..... `` �PUMPTATlOA PERMeNENT LrpSEMENT .._\ \\ Area. Seat��( ........ - ... ........_. _ _ ....._...... ...... ......-. .._...................... i ... ......._ ... .... \ `\ `\ ` B. �Z24 P 042 ` \ t Nr r i .! rr��ESkM 1�� / 1 / ! / r ..... -. ..... _.._........_ .._ ......... -_.. ............. .. .............. 425 Q. '\` \ Ar - - l / 420 ..... -..... _ .. ...-....../�r..r a' lwoE LOCKED \ `N \ `\ `� \ ` \ `\ \ / , / / � m TW.'` / ANO dA(tK)tdG $� .......... .. .... ... ..... ....... 420 GATE. ACCE598� \ " `. \ `� \ ` ` ` \ ' / ! t . ! / /A'IR RFLF/tSE r .f0' D Tt1R8EDi 8U / ! 0+06'------ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 FROM EITHER SWE"'--____` VAL�& NAUN J21"'POgIAR rT ---440 , - - \ \ Ex. Ptika a:. ' ; ea!S9`t! / / i .' / / i' /.' i' ,i /tBE rAVEj f . _ Btio filter 2 Section Detail �. x \K I \I tt ` --. 1 ..-� !M J rl f / //� BtliLomTe ek ! f$4 SCALE: 1"=10' Vert.; 1"=30' Harz. \ I so"I P } 1 --- cc \ Corl{fe or pipe I .,ATR- et 1. ! � � • I � I I I � I I ! ! 1 f 7J / i / , f/ I 'II \ I 1 x PROPAN �� / C SANIT t' ,..J `Y • \ i 1 I E f ! ! / , , _ l 1 Un OUad _-1 B iANK ENT.... W'9 '�� E%. A`fcLD�IVE:T,S _ �r- ES.1,122A-> 1. Ezt�nCC-# t� 1 f 'i It De edI n it CONTECH I tr Pn fill ql I 1 ! 7 I f / J / / } <\ Il A1,cAryFYl�es hole \ ES Ri •ErrFar en I .I xi5tirjg Tse�lilAent I j i i t l/ / / .. - \\ \\ D f i T - - _ I I t.ap ifs Nif dred. < \ em s1a a,glHway 6 rD oysj; I t �xi hh dgne t 1 j/ I I r V v ga w/Td B ,t I P 11 k \ w ' I PtIgItgb backrilhje I Pt 19 Rl cgm�radtioA .,.� \ ` \x \ 5\ MH !•r F--' 1 1 I I I I I I I I ! f f r r J / ! ! ' i 26",BEECa. 0 ` `.- ` I �•'G „- 1 1 1 I I+ I I I I ! ! I i 1 JJ % Jl ' !/ i III TO BEr` }%� \ _\\ °r �, ?(�i W_N I 1 .v .!>' I o �0 1 1R�mdinl I I I I I I I l 1 I ' ! ! ! �� \ `I\v \ \ \rP en d'- 64.•Ba.. •Iter I 1 1 I I I I I ! I I ! I I / r / / / 1 ! ``•.\ \\ 4 \ ♦\ t 1 4 d: I 1 l i l I 1 I I I 1 I / f - J I !k Btiofilter #2 Trash Rack Detail ` .-. I I I I ! _.. `��'<I ,1lydar All � I I I I I 1 I I ! / r r $4 Not to Scale �'-�� v v`_ v e ;._I -"_' 1 Bfo 1 `' ti I l i i l 1 I I r i I I I. I I It I I \N11/I Stru rail 44 i! r 1 1 1 1 1 A6 \ \� w � \\ \��'t` \°.'�" \` l \ 0 \� t 1 \ `\ \ \ 1 \t - New Ret.'Wgll"� > ', \ \ \ \ \\ `\ 411 \ \ \\ • 1 If I I I I I I I I 1 t II 1 1 In W/#\ Wood F�Ice �\ ; Lam', '1 \ \ 11 r! 1 / 1!!+ I iffo I rtf on J 4`l mo Max Haght=9' 1 cAi, I I o 1 1 } 1 1 It , \ I \ � v `. v v o�� �•t 1 1} t 1 1 i i It t t = ` I. " "1 w/5 few ��1v,,tl\ 1v v vv\1, t i i I i i ( i i i ( i � � vI v�. t MI U1,ndergtou I A A111 L I I i i l l I I 1 1 I I I <v 24" WHITE OAK �\ yet 1 5 1 + '•I JI JI (j I t I t 1 1 TO BE SAVED � ccess on of •I, I , I V I I I++ i 1 1 \ „ (,•. �, 1 1 i Hh I 1 1 1 1 l •�> 1�'�'Il71 1 1 1 1 I l l i I ( I I 5�I a f5. �B I 11 It It , .'6) \L/f1 t l J / ' l 1 1 ! / i ! ! , I 1 1 t I } O / New Ret. a(I / i I Color: Natural,/\� W/4' Wo Fence 1 ' I ' I I y Y lit ! 1 / ! r > i I ( '. •� TcSp tyle; trailt / ( Fi4sight: Oftgh - iiket:Ittt I^et MaK Hei 't-12' i t{ ' / We ahs /to i ! , , I \ ! + I I 1 1 z .•` w !; JI{2�rt6iP ! / / ! 1 r / J S0004ow '14+314" & -414"° TREE PROTECTION Proposed along the northern property line adjacent to Carrsbrook Neigh. FENCING, t4YP, j / / r I ! B 1 1 `' .f •tea /'/ ' f/ ! ' ! / ' / lfREE PROTECTION ! FENCING, TYP. B Board on Board Fence Detail a I �w"r 1 / ! J r _ _------- - 1 / r I ! ri I 1 t 1 -,I r r /! (/ ---- _ r ! 1 I !r � f �i i I I I I \ \ I 1 : >{ M 1 r �. S4 Not to Scale - -- se ! / Art / I / r J New Treeline/ r UndeIdraid r .! t f HMALL®BY' i ✓ rte, ti: , *11_� .............. Notes: i i LET 4551..._........_ HOPE 1, 12" CMU Weir Wall Shall Extend 1' above Biofilter Media 1 I 1 r I DDN1ECN DI - ri 4 C'' •.l _s= A Top View A Trash Rack Assembly i CONTRACTOR 450 auoERwGUAISERS --- 50% Sand 30% To 2 OWX4`]RUEANDWYwt U= Ri IIIIIIII11111/111111111 IIIIIIII 11111111 IIIIIIII 11111111/111'111 (IIII III ` i Elev. A -A ..... .. ROM CUSTOM sZES AVAILAS� UPON REQUEST 0 ........ I PLASTIC 240 we' Z2 ASTM C33 Tme} TRASH RACK *W .... . S.IR 44 ... approved eqa INC. 12'27 WITH CONCRETE RISER 440 _ PVC Plpe.0 1i NH -e .. .-. ..;. - __ .... ....... 24 x8 conc.Footer, .. Min Slope / Refer to detail C/S9 for cross r 1 2 , 435 - - bet _ - '- - --- 435 sections of stream dayllghting area.q{ ... _.. -. --. / B ' �'` ..._ _ _ _.... .. .. ' ....... Underdrain ravel,,,(AASHTO -- ' Temporary Construction Easement ; r,// ` �/ �' , ' / ,-C� 430 M43 1/2 ) Wrapped -n _ ---_ - - - 430 for Future Stream Restoration Work / 'h -� 6 �' ' �N�'. i ^"./ / i' ' N5 / �' on oven abnc or ` a /' ' i'r'.'� 440'" . ,/ /- i. ,r .....__.-. ..._ N, 80\ 80 cnNITPR\'f\SEWER \ Stream / / /' f- .. ' / r' /" _ .. ........ ........... ...__.. ... -- - _- .c .... .Y6f'Pea oval.......... __..... .. _........... ...._....._ ......_ .__. ! `\ Daylightinryry ! 2 !� /! '/i �',._- r r 6 / f r' Fi i / 425..... `` �PUMPTATlOA PERMeNENT LrpSEMENT .._\ \\ Area. Seat��( ........ - ... ........_. _ _ ....._...... ...... ......-. .._...................... i ... ......._ ... .... \ `\ `\ ` B. �Z24 P 042 ` \ t Nr r i .! rr��ESkM 1�� / 1 / ! / r ..... -. ..... _.._........_ .._ ......... -_.. ............. .. .............. 425 Q. '\` \ Ar - - l / 420 ..... -..... _ .. ...-....../�r..r a' lwoE LOCKED \ `N \ `\ `� \ ` \ `\ \ / , / / � m TW.'` / ANO dA(tK)tdG $� .......... .. .... ... ..... ....... 420 GATE. ACCE598� \ " `. \ `� \ ` ` ` \ ' / ! t . ! / /A'IR RFLF/tSE r .f0' D Tt1R8EDi 8U / ! 0+06'------ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 FROM EITHER SWE"'--____` VAL�& NAUN J21"'POgIAR rT ---440 , - - \ \ Ex. Ptika a:. ' ; ea!S9`t! / / i .' / / i' /.' i' ,i /tBE rAVEj f . _ Btio filter 2 Section Detail �. x \K I \I tt ` --. 1 ..-� !M J rl f / //� BtliLomTe ek ! f$4 SCALE: 1"=10' Vert.; 1"=30' Harz. \ I so"I P } 1 --- cc \ Corl{fe or pipe I .,ATR- et 1. ! � � • I � I I I � I I ! ! 1 f 7J / i / , f/ I 'II \ I 1 x PROPAN �� / C SANIT t' ,..J `Y • \ i 1 I E f ! ! / , , _ l 1 Un OUad _-1 B iANK ENT.... W'9 '�� E%. A`fcLD�IVE:T,S _ �r- ES.1,122A-> 1. Ezt�nCC-# t� 1 f 'i It De edI n it CONTECH I tr Pn fill ql I 1 ! 7 I f / J / / } <\ Il A1,cAryFYl�es hole \ ES Ri •ErrFar en I .I xi5tirjg Tse�lilAent I j i i t l/ / / .. - \\ \\ D f i T - - _ I I t.ap ifs Nif dred. < \ em s1a a,glHway 6 rD oysj; I t �xi hh dgne t 1 j/ I I r V v ga w/Td B ,t I P 11 k \ w ' I PtIgItgb backrilhje I Pt 19 Rl cgm�radtioA .,.� \ ` \x \ 5\ MH !•r F--' 1 1 I I I I I I I I ! f f r r J / ! ! ' i 26",BEECa. 0 ` `.- ` I �•'G „- 1 1 1 I I+ I I I I ! ! I i 1 JJ % Jl ' !/ i III TO BEr` }%� \ _\\ °r �, ?(�i W_N I 1 .v .!>' I o �0 1 1R�mdinl I I I I I I I l 1 I ' ! ! ! �� \ `I\v \ \ \rP en d'- 64.•Ba.. •Iter I 1 1 I I I I I ! I I ! I I / r / / / 1 ! ``•.\ \\ 4 \ ♦\ t 1 4 d: I 1 l i l I 1 I I I 1 I / f - J I !k Btiofilter #2 Trash Rack Detail ` .-. I I I I ! _.. `��'<I ,1lydar All � I I I I I 1 I I ! / r r $4 Not to Scale �'-�� v v`_ v e ;._I -"_' 1 Bfo 1 `' ti I l i i l 1 I I r i I I I. I I It I I \N11/I Stru rail 44 i! r 1 1 1 1 1 A6 \ \� w � \\ \��'t` \°.'�" \` l \ 0 \� t 1 \ `\ \ \ 1 \t - New Ret.'Wgll"� > ', \ \ \ \ \\ `\ 411 \ \ \\ • 1 If I I I I I I I I 1 t II 1 1 In W/#\ Wood F�Ice �\ ; Lam', '1 \ \ 11 r! 1 / 1!!+ I iffo I rtf on J 4`l mo Max Haght=9' 1 cAi, I I o 1 1 } 1 1 It , \ I \ � v `. v v o�� �•t 1 1} t 1 1 i i It t t = ` I. " "1 w/5 few ��1v,,tl\ 1v v vv\1, t i i I i i ( i i i ( i � � vI v�. t MI U1,ndergtou I A A111 L I I i i l l I I 1 1 I I I <v 24" WHITE OAK �\ yet 1 5 1 + '•I JI JI (j I t I t 1 1 TO BE SAVED � ccess on of •I, I , I V I I I++ i 1 1 \ „ (,•. �, 1 1 i Hh I 1 1 1 1 l •�> 1�'�'Il71 1 1 1 1 I l l i I ( I I 5�I a f5. �B I 11 It It , .'6) \L/f1 t l J / ' l 1 1 ! / i ! ! , I 1 1 t I } O / New Ret. a(I / i I Color: Natural,/\� W/4' Wo Fence 1 ' I ' I I y Y lit ! 1 / ! r > i I ( '. •� TcSp tyle; trailt / ( Fi4sight: Oftgh - iiket:Ittt I^et MaK Hei 't-12' i t{ ' / We ahs /to i ! , , I \ ! + I I 1 1 z .•` w !; JI{2�rt6iP ! / / ! 1 r / J S0004ow '14+314" & -414"° TREE PROTECTION Proposed along the northern property line adjacent to Carrsbrook Neigh. FENCING, t4YP, j / / r I ! B 1 1 `' .f •tea /'/ ' f/ ! ' ! / ' / lfREE PROTECTION ! FENCING, TYP. B Board on Board Fence Detail a I �w"r 1 / ! J r _ _------- - 1 / r I ! ri I 1 t 1 -,I r r /! (/ ---- _ r ! 1 I !r � f �i i I I I I \ \ I 1 : >{ M 1 r �. S4 Not to Scale - -- se ! / Art / I / r J New Treeline/ r UndeIdraid r .! t f HMALL®BY' FRMAEANa 2r. 1125 GPM GRMIDGE .............. Notes: i i LET 4551..._........_ 1, --------------- 1, 12" CMU Weir Wall Shall Extend 1' above Biofilter Media 1 I 1 r I DDN1ECN 2. A 4' Wide by 6" Deep Weir shall be provided in the Center of each HOW.T - 12 CMU Weir Wall i CONTRACTOR 450 auoERwGUAISERS --- 50% Sand 30% To 2 OWX4`]RUEANDWYwt 10 e 20% LeafMulch ` i 445 ..... .. .-- Ou'tiet U PlasticRac -.. -Structure .. 0 ........ ,• , SdiUUOns of ASTM C33 Tme} / ` I '' �, .... . S.IR 44 ... approved eqa I ...... _._-. 440 _ PVC Plpe.0 1i NH -e .. .-. ..;. - __ .... ....... 24 x8 conc.Footer, .. Min Slope / Refer to detail C/S9 for cross r 1 2 , 435 - - bet _ - '- - --- 435 sections of stream dayllghting area.q{ ... _.. -. --. / B ' �'` ..._ _ _ _.... .. .. ' ....... Underdrain ravel,,,(AASHTO -- ' Temporary Construction Easement ; r,// ` �/ �' , ' / ,-C� 430 M43 1/2 ) Wrapped -n _ ---_ - - - 430 for Future Stream Restoration Work / 'h -� 6 �' ' �N�'. i ^"./ / i' ' N5 / �' on oven abnc or ` a /' ' i'r'.'� 440'" . ,/ /- i. ,r .....__.-. ..._ N, 80\ 80 cnNITPR\'f\SEWER \ Stream / / /' f- .. ' / r' /" _ .. ........ ........... ...__.. ... -- - _- .c .... .Y6f'Pea oval.......... __..... .. _........... ...._....._ ......_ .__. ! `\ Daylightinryry ! 2 !� /! '/i �',._- r r 6 / f r' Fi i / 425..... `` �PUMPTATlOA PERMeNENT LrpSEMENT .._\ \\ Area. Seat��( ........ - ... ........_. _ _ ....._...... ...... ......-. .._...................... i ... ......._ ... .... \ `\ `\ ` B. �Z24 P 042 ` \ t Nr r i .! rr��ESkM 1�� / 1 / ! / r ..... -. ..... _.._........_ .._ ......... -_.. ............. .. .............. 425 Q. '\` \ Ar - - l / 420 ..... -..... _ .. ...-....../�r..r a' lwoE LOCKED \ `N \ `\ `� \ ` \ `\ \ / , / / � m TW.'` / ANO dA(tK)tdG $� .......... .. .... ... ..... ....... 420 GATE. ACCE598� \ " `. \ `� \ ` ` ` \ ' / ! t . ! / /A'IR RFLF/tSE r .f0' D Tt1R8EDi 8U / ! 0+06'------ 0+50 1+00 1+50 2+00 2+50 3+00 3+50 FROM EITHER SWE"'--____` VAL�& NAUN J21"'POgIAR rT ---440 , - - \ \ Ex. Ptika a:. ' ; ea!S9`t! / / i .' / / i' /.' i' ,i /tBE rAVEj f . _ Btio filter 2 Section Detail �. x \K I \I tt ` --. 1 ..-� !M J rl f / //� BtliLomTe ek ! f$4 SCALE: 1"=10' Vert.; 1"=30' Harz. \ I so"I P } 1 --- cc \ Corl{fe or pipe I .,ATR- et 1. ! � � • I � I I I � I I ! ! 1 f 7J / i / , f/ I 'II \ I 1 x PROPAN �� / C SANIT t' ,..J `Y • \ i 1 I E f ! ! / , , _ l 1 Un OUad _-1 B iANK ENT.... W'9 '�� E%. A`fcLD�IVE:T,S _ �r- ES.1,122A-> 1. 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" "1 w/5 few ��1v,,tl\ 1v v vv\1, t i i I i i ( i i i ( i � � vI v�. t MI U1,ndergtou I A A111 L I I i i l l I I 1 1 I I I <v 24" WHITE OAK �\ yet 1 5 1 + '•I JI JI (j I t I t 1 1 TO BE SAVED � ccess on of •I, I , I V I I I++ i 1 1 \ „ (,•. �, 1 1 i Hh I 1 1 1 1 l •�> 1�'�'Il71 1 1 1 1 I l l i I ( I I 5�I a f5. �B I 11 It It , .'6) \L/f1 t l J / ' l 1 1 ! / i ! ! , I 1 1 t I } O / New Ret. a(I / i I Color: Natural,/\� W/4' Wo Fence 1 ' I ' I I y Y lit ! 1 / ! r > i I ( '. •� TcSp tyle; trailt / ( Fi4sight: Oftgh - iiket:Ittt I^et MaK Hei 't-12' i t{ ' / We ahs /to i ! , , I \ ! + I I 1 1 z .•` w !; JI{2�rt6iP ! / / ! 1 r / J S0004ow '14+314" & -414"° TREE PROTECTION Proposed along the northern property line adjacent to Carrsbrook Neigh. FENCING, t4YP, j / / r I ! B 1 1 `' .f •tea /'/ ' f/ ! ' ! / ' / lfREE PROTECTION ! FENCING, TYP. B Board on Board Fence Detail a I �w"r 1 / ! J r _ _------- - 1 / r I ! ri I 1 t 1 -,I r r /! (/ ---- _ r ! 1 I !r � f �i i I I I I \ \ I 1 : >{ M 1 r �. S4 Not to Scale - -- se ! / Art / I / r J New Treeline/ r UndeIdraid r .! t f COUNT MORIP11ON - HMALL®BY' FRMAEANa 2r. 1125 GPM GRMIDGE _______i 21 i i LET 2 I 'N Tp35IPATIXI I I 1 I 1 r I DDN1ECN 1 ___ ______ ______f L - = J HOW.T CONTECK COUNT MORIP11ON - HMALL®BY' 12 2r. 1125 GPM GRMIDGE CON E 21 CPRTNOGE PLUG OONIEDH I 'N Tp35IPATIXI WHIECH 1 S DOUTLETR15ER DDN1ECN 1 HOW.T CONTECK I BENANTFON'JLMMS ' CONTRACTOR - auoERwGUAISERS GUNTRALTOR 2 OWX4`]RUEANDWYwt CONTRACTOR um Qu I �1 6' HIGH BOARD ON BOARD FEN ' A«`+. { i I - 1' I I /N Y ,� ` \ \ ♦ ♦ 'f 12'IIWMII /W Ir dll, I I ' ! �' /I _ / / 1 / r i' ,'� / ,�' ,i'• / �' / 'C / < NATURAL STAIN 1' Q 1 J a ' ''' ` AA1L.�T,, 7 1 h I 1 I OF PROPERTA' 1 O / � / Ate'` I- I, D , y , '♦ ♦ \ �` u I UP, � � UNE, MEW ADJUSTED TDA P r � V AI I � I tl . eKf�nd i' ab II I 1 I- EgSTINC VEGETATION % A iBUILDINC N V .a I It I I I I t 1. 1 ` /,' i //' ! l / �-! v v 1 rl F f I } I A I r,/ / I f / / r / / - z (FENCE SHALL BE INSTAUED / / v IFFE =1 458.4 2qT i . 'agoe! orIam dtar., 't 1 1 t 11 I t , / / J l ! r r !% 1 / r ' / f ' ' / o I PRIOR m APPROVAL OF I r A ' I V \ +. Pa m v / I Widet 6' r ! 8 t'FE 449 5 1 I. / �. t P I\ A t t 1 v Av v / /' ' I r1 ! l f , SUE DETA INSPECTION) `y,, > t o.�, qA , `T '. f.' I Irl to'be rJided A A V A A A �'/' 9EE DETAIL SHEET M. rl / F..�• •. N a '\ B Nk__� \ I I f 1 ' W�1tlanNs td \ / l/ , l i r r! I 1 r l \ \ -STPttY OFFME \ \ 1 1 ! • " I I ', I 1 ' _ - ' 1' l !1 / I I r It i �. t I ts,eo0\SF./FLo \50t,4,00 }Energy } - \ \ _ !f ! f' I I i 1 t \ \ \ \ \ 1 \ } 1 ' 6'PRIVACY !r I '\ k?3ti.\`.� L.._ ' i ! I ,�' \• t 11 t 1 L Bi sl ate \ -- / / !f ! \` \\ \\ t \ \ \ \\ i {1 ( \\ FENCE Poew.,R di -Rock Re , r ' / f I j i I I I I I 1 \ \ \ \, .\ 38" BLACK 0 k/ / Wall w Safety Raft I r r \ \ \ \ \ 9 \ tY I f I \ \ \ �\ . \ � \ I \ \ A s S= �_� I I 1 r , I I i \ \ \ \ ',: 1 I � --7Q BE SA New Ret. W/Cobble \ 11 \ {N . \ \ 1 �+\ _ 1 :. Wail v11 ght=22' 1 ! I \ \ i r \ }\ < ` \ \ \ \ \ \ 1 \ , , , Stone Fare w/4' I \ ,\ " - % 1 1 \ \ \ �` _ \ `' \ i I 1 1 tt \ 1 \ \ \ < \\ `� ` \ ` \ \ \ 1 \ -- - ` Wood Fence } \ / \ - \ \ \ 1 \ n \ , - . IN- CE CON 1 ]. . .� \ �\ s \ t 1 I - � w/ BLE STor MUK Height=10' \ \ Ne 3 Utilit amen t PA q�N 4) \ \ \ 1 .. �B:.G AI(\HEIDHT �I 5'41 Ilr, 1 \l\ \ \ \\\ \�-. ` O\ `\ \\ '\ \\ \\ \ j ¢9 RAIL � P, t \ '\ 1 O { \ \ 1 `- BOA \ \ l 1 \ �'- FENCE L J I I \ \\ \ \ \ \ 1 YNISt� T AAUK aRCiI \\ \ • r / _ 3 c�ST N4 -PNCE IE \ . \ -t • — oA;�t / 684E \ ` 4 \ \ / { � � \ \ \ ' \ \ \ I t 1 <TNs' wAlLww � \ t \ � < �\ \ \ \\ \\ ,\ \ \\ \ \ s ` t j,d jti al \ \ \ `., \ ti �\ ` \ \ B \ \ \ \ < \ \ \' \ . •-RET INNING \�\ \ \ \ \ I 1 It \ \ «! - ) yr MAK T=1p•`.. \. `�� / ONC. SLAB 1- / ! , i A o/ / / / / \ � It !¢I.` '} t \ \ \ � 1 �@yrse Pen . . _ a ^ \'� \\ \ . '` `� �\ \ \ \ \ � \ \ \ ` �. < ___ ____ Y- ` \ \ \ �� \ \ \ \ \ \ \ ` "\ ` DUMPSTER IFl !/ / BU(DIN4Y+B \I I \d Access Rotex \\ \ \`\ \` \ \\ \ ENCLOSURE 2-yStory � I) � - � `� B .1 1 '- 11t Floor - Retail Restouran7 f1 - "0 SioFilterT` - / I\ ":7i h 'n / 2m1 Floo ffice a Underdrain ' \`_- sem- - - -- 'xr -_ \ Ao \ `� �� \ \ `� \ \ \ \ \ \ \ \ \ `\ 18,250 $F/FI90f I I Y.-�` •.`�\-`. \ w, \\ \ \ \\ \\ \ ♦ \ \ \ \\ ♦ N. r, « f 'I' 1 / 40,500 SF T¢fal �I I ! `/' / // E t,D aina \ \ \ \\ \ \\ \ •'\ \ \` .\` \ \ t . ! / 1 / ! I 1 I 1 , >\ lI �y/ S5 riq\ \\ \ `\ \ ♦ \ `\ �\ \ \ �� I BUILDING FFfi ! 1 / Temporary / r / I •& l \ / I 1 1 { �1 ! / ---DB-134(..'¢43 s \ \ \ I Gradrn 1 r Cu 1 I \ / \ M��� pg j■, � ax.! Buildiy{g-Hglght BNiK r :. \ n:Y, 1 J / ! / I I 1 J ' b ( d l 46' / ! ! /--- _ � 4S`.� .�^` � \ \ ♦ \ \ \ \ w \y\ \ \ I I : SF. 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MH SIGNAL POLE _ _ — — — — — - _'RELOC*TFD�' STR-17 _ _ _ _ _- _ .� >i \\ \___.. - — — — — — — — — — — — — - t ------- �\ �\ .-----_ --g-----9ELOCATED ------ - -- - - sm 1s - . oTse ------ EST TELE MH --- — \-- — \ ----- --- .------------- — `\ �♦� � ---�------ADAJST TOP f., --- ----- —.— ----- — ---- - — `— — `� \ � — \ �., — — — — — — _ r ! / E%1ST l�lE STR 74 .-. ,—._ .. �_13 _— \------------ --- ---- --- ------1 ---- �— ADJUST TOP — l ---- _ — — — \ — — ' . — -- `--- T ' ' � F —L---- ----�— ! . 58212 ---f ----- ---- w \ \ \ --.— / / / F ---t -------/------/ » w ce w u em>ec x ri — — — — — w w Exist 4"RWSA WL _-�'- ---------___ / / ! / -------L-----1--- w U & ! _ _w w _ w u w a / — — — — 7 _ — — ___l— — — — — 1 — — — ,"—w � waaww v 9. x mwWN.R w�M1 T —cam— w—w va w—as oa w w �w b N vt..._ M y2, b tt w W mm� N r-' w — — — — —w —w— — —w——w—w—w—w—w—w— w— — —w t Ttl — !r 011 TSB � NRONSION � � TSe / / WRONG WAY w p- i —y% "' a. ,—w—w—w—w— — rofec» e. 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WALK „-•-,-xaN,,. -.... _ _.._''-., -- ..._ .. .::.. \ 1� L.S rl �.' emar e oun y irgmia ?QC's -... 434.979.1681 (f),.. �`SRGe I8 "RCP ._.,...� ..n:_:_.»-.. ,.. -.:_ • ., 18"RCP is sTR-10 STR-8A .. --:' •,'.>%• •- 2eRCP I "' — -- ----- DDRVA66rn .. 18"RCP 18-RCPgT" Benchmark /1 it SIGNAL s B - vMH 1 5Tft_5 ' 1.., - Drawing Title: Revisions: yTH Op N. y POLE Elev-457.79' Sheet No: 0A A TD ee BPs•mea _ - N0. DESCRIPTION DATE r J - ` '-'�"`_ 1. COMMENTS 0.20.0604 GRADING/UTILITY PLAN a. La t ,. 2.7 0 - r S ono n s ,1 7 TIM MILLER 40 0 40 80 120 S4 of 14 AIii% No. 30542 6- Air SCALE: 1" = 40' + Scale: 1" = 40' Drawn By. CSN File Name: 45-110-SP.DWG 7 '" �o4 If ..�.�Q� Date: 06.12.06 Checked By. LRM Project No.: 5072 R 07. 0.0 �SIONAL. .4 - --- - . I . . � . . � . I. - I I . I . -_ � I . . . . � I ,. I � . I . . . � I I I . ''. . I - I . . � I . . - I � I . � . I . ., I . I I � . . I . . . . I I � . . . . � I . � - . I . I I . . I I . � I . � . I I I . � . . � � I . . . I . I . . � . � 1. I . . . - i � � I . . PHASE -1 LANDSCAPE CALCULATIONS & NOTES . . . . I . I I � . . I . I 1. % tt I . - - :1 :­ :: , , -_ . . . I , . . . . . . � I I . . \ � I >" a I i , . , , 5 ­ 17i 11 I 1-1 � . \ . , \�': ��'�t� j " r � , — � I . . . I . . I . � \ I L� /--�,%S, � \ - I , I . `�,,�,l , �, j- - m 00 ,, I I \ i � I . PLANT SCHEDULE I I I I. TREE CANOPY., .. I I I . . . I . I I . I I I I � . . � � " __ I � . I I 1. I I I " I / , -, , \ . \ \, ,. 11" I s I , � ROOT/ CANOPY . I I FENCING AND ARM0,1RING . CANOPY REQUIRED PHASE -I AREA (TOTAL PHASE -1 PARCELS SO. FT. X 0.10): 340,639. X 0. 10 = .34,064 SQ..FT� ,. . I � . . I � I - I I I . � __. - �� I,, .; . , . I I � . . I . . � I I .. , ,i� ,., - ',6 A . `� l . I I . � __ , __� , I . SYMBOL - . EACH SQ.Fr. . I I � . . I � I I I . . . . . � . . . � . . . I � . I . I � I '. . � . I ." . I I - _� \ I -A . 'i __ I \\ 10. d \,Q \1% I . SCIENTIFIC NAME COMMONNAME H04 SIZE GOUT. . . I . � � . . % � 1. . .1 . � I . . . . I � I . . . I . I '. . . I . . . _7\'�,17-Si7 -I\- 7M '� � 1 � - ­,_ �,�-O, Eis I I " � , / \ , \ . I \ , 'l, I I . I I � . . . I � � I . L I 11 �. i I . . . . I I . I I . ..",\ . 'I �y - '0 -_ _� . . I � . I � - . � . . . t'_=�, Y__=� t- I � � ��c u- -vt - GLORY RE . . . . . . . . I � . . I I CANOPY PROVIDED PHASE -1 AREA; � , . � . . . I . I . I I . . � . . . . - d �P,R,� I � � I� Im 1 ; _:___,______T_1 ------- 1\�_ - I . ,"�." . AR RUBRUM'CGTOSER GLORY OCTOBER zD MAPLE 4 2-1/r. CAL B&B 1 397 . . . . , � . . . . . . . . I . � . . . . � . . . I 3 - I'll. I . . � I 1�, -1 -11z, I \, . . ,- I -- - \ I I . � . - -, r. k,'. Ilefe. .10 11 � :2 -Ur CAL BOIS 397 1 1 � . . . . . I � . EXISTING TREE PRESERVATION = 37,369 X 1.25 = 40,711 SO. FT. , I . . . . � I . N E I 1��,� . �`,!_ - � Y�l 1) ,�,! I wki: I I ON SE7ULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 19 1 . . . . . . I . . . . . . � I . . : I I � � ,,,,,, � I I VIRGINIA CEDAR 24 &HGT. B&B Is . . . I . I , , . . . I . PROPOSED TREES = 53,282 SO. FT. . , I , . I I . . . . I . I . . . � I I I I it 11 I �_\�� ­ � ��/ . QO \ I Jv . JUNPERUS VIRGINIANA . . . . .1 ­. . . . . . 1. / . . � .. I , - . I I 1­iW � " ­"' '- I _� . , , 1, I '\"­`-- ' � LN LAGERSTROIEMLAWATCHEZ NATCHEZ GRAPE MYRTLE 50 * S' MGT. S&B 77 . . . I � I . I � TOTAL PROVIDED = 99,993 SO. FT. . . . I � � . I . I I . . . . . I , �,, 11 1, ki 1. , I ". �� - "L . - . -i.4 i I OA S T ili-i:�kl,`I, I RD PLATANUS OCCIDENTALIS . . . . SYCAMORE I 5 2-IMGAL B&B 1253 . . I . . I I . . . .1 / . . .. :: I I I : l q , I -, I I .. � � . . � . . � - ,-,,, � -, -_ dkRETO'j,itir: PT FINDS TAEOA � . LOBLOLLY PINE 34 S'HGT. B&B 207 1 1 1 1 � . I . I . I / \ I I I � � , I .1 -­ ',- ", I, - I, ,I 1 L I I , I . . . I I i I \ ,,,,,, ix,,v. I �� <1 L� - . i i, I � 1, - ". lv/A­�, S/ UO3 _ ,i,iO\B _' , . - . . . - ­ IL _ I - - L I Ili Y, "Ill OU 32 3-1/Z' CAL B&B 370 , .2. PARKING AREA TREES ; I . . . . I I . 114-- � -� � .,��I� '7N , ,-, ,,­�.' ERCUS PHELLOS WILLOW OAK . � . . � , 'I 'I OA ­� X� I", � -2 OF . B&B 249 � . � . " ,IRS,� I I . TREES REQUIRED (TOTAL PARKIN SPACES / 10) = 320 SPACES, / to = �z ZmEES . . . . . .1 . . 1. . 21 _,�. I 'Al . - nLtA C )RIDATA'SLENLEVON' GLENLEVEN LINDEN 26 2-A)Z CAL � I � . � � . . I I . . I . I � I . . / \ I \ IbINT'jul ilu[I` W 7 1 /V _11 � I , , -_ i< - . . I . . . I � . 11 . . . I . .. . I � . I � .\ I- i \ Ii N �­ , j-� ., I � . . I zs ZELKOVA SERRATAVILLAGE GREEN , VILLAGE GREEN ZELKOVA 17 24/2 CAL 8&S 452 � . � I � . � � I . . TREES,,OROVIDED 34 . . . I 1. . . I , �,//. � . �� . I � . /I . n� �__ . . � I . � I � . � I � I . I . , I . I . . . I . . . I � 11 . . I , I . I . - . . . I � . . : I . . / - I lirvO. �\ - \ . � Ill 1��_i _: . . I I /Z I . . I \ ��, �1 I __', \. �_U,Eerll\ �/ 1. .. `L� , 1. -�zl, ORNANIENTALSHRUSSLiGROUNDCOVERS - . . _�, , � . . I . .1 . I . I �, �. . � � . . . Ft - - , - . - -- . . - .. - . . . . I I SM,V 3. ALL SITE PLANTINGS OF TREES AND. SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, .MATURE . I 11 .1 1. . . . .1. . � I. t . \1 . 1, I � - - il . ­ VqSl-i�p-,"­ " I � I l 11 .. 1� -1 . .� - � AEG ABIBLIA'ItUWARD GOUCHER' ABEUA I 69 24" MGT . 1115, .. FEME . . I I . 0� I . I , - , j , ,.,. I � " I I I � � - .I . Bj . _N BARB I ARY 119 2Ir MGT #3 . . I � . I I � . I � I I . � I I I HEIGHT. THE TOPPING OF TREES IS-PROHIBITI I ! I � I . . .� 1. � I I I . \ \IT lT I ,\1 I ,'< - / �' 91VLI -- � , - 11:�v .--i �. -IT-" ,,J� �)� l I I. . �_ 1. l, �,, 11 BEREHERIS JULIANAE'NANA! ED. SHRUBS AND� TREES SHALL BE PRUNED MINIMALLY AND ONLY TO I 1, . ,.�, lI., ­�- ,il q V- - - _­ I WINTERGREF . I . ,� . I 1�­ , � . I I . , , . . . �� . . . . � . I-, 1. ­� - __ SLENDER DEUTZIA 38 Xr MGT #5 I � . i - -,l � - l �_ i , DEITZI . . . . . i . ,� __ - ��, � I -'I GRACILLISNIKKO' 176 1 . I � I I I I \ � � I j i. 8 � 11 e, / /'9v_ -1 - -- - - �,-, L"V "I'L ", i, .1, I . - 'i , DO SUPPORT THE OVERALLHEALTH OF THE PLANT. I . I I . . I l I I .1 I -A i I - -7-14 -_ 1C ILEX CORNUTA'SURFORD HAW .... , � � DWARF BURFORD HOLLY I 2'r MGT . #5 . I I : � . / I . . . I . I I . I .. . / " -_ ;2� - TOSTEFU' I I POSTER HOLLY 12 S'HGT Ell . `, I I / I . I Iii. a �// � I . . . I I �,LI I / I I I/, - ,�'­ I ­ �'. � ,� I /­� I ., ­', IF ILEX � I . . . . . Y THE CONTRACTOR IN THE � if. . . . / . . I .1 _� � I 11 k �', I f/. � - I I I r� I -1, IV I WINTERBERRY 1 22 SHOT Bas � 4. 810 -RETENTION TREES AND SHRUBS SHALL BE ARRANGED 8 PATTERN SHOWN ON THE I . . � , " 8- B ,,, , . � !lMe4_1,__(Y Alt,�' �I",­­J­ ' . ILEX VERTICILLATA -SPARKLESERRYN � I . . i .. . . � I � - I ill 3 " C) ­. " . - , -_-, , I ,.1- 1\ , - I f ... I .1 J_ - _� , I I . . - . . I . . I I I - "I 1 , ,_ �, - , �,, - �, "I- - � � I IVH ITEA VIRGINICAIHENRYS GARNET VIRGINIA SWEETSPIRE 26 24' MGT #3 1 1 .1 . . . I . . ! . � 1, " -1 � . I � - ': � . I � I IliA I , - � --I I , . PLAN. BEFORE PLANTING, THeCIVITRACTOR SHALL STAKE THE FINAL LOCATION OF EACH PLANT IN THE I I I I I ', , l I � � I I . � I . I I I / . / ;1 I IV �l i - I " . I � l , � US LNDERASENZOIN . SPICESUSH IS III MGT B&B . . � I . . I - I -RETENTION AREA FOR WRITTEN-APPROVAL"BY THE OWNER. . I . . .. � � .1 . I . I I � . I ,-,., c 1 / 1. ), ;�I� I -4l �. , I ­,,_ .",-,I ,, . ! M #5 , . . BID I , I , , � . , � . � � � . . I I Y, I . I I . . . . - i I , . I ,` �, t, . I ./.�� I . . I . - � I ,A_,-,,, - � -, ­,_ . . I I . � llz " 0. . , 1, I .1 �,. I I �;.., "I 11, �, , , - q � . III " - 1. �. . INDINA DOMESTICA I .. I . , . . � '_� �/Il ,, . '. , ,.- I . . ,� S ��! I �j I ,I 'N' / - '­ �.- L � - " � - -,�,- . -_ ,- NO I NA , , HEAVENLY BAMBOO 47 3G`HGT ; . �. PL PRUNiUS LAURELCERASUS 'OTTO LUYKENY CHERRY LAUREL 42 30" MGT � B&B . 11 SONIN, FURNE . / � , I,, , � 11 .., . I f I I-- � 11 I , I I . I I . I . . I � . I � � . � . � . . , � I , / I . . . I 11 F, Ii � I I I . _ �-, - I I I � I 1q. I - _ -_ --- - -1 . i VC VIBURNUM CARLES11 KOREAN SPICEBUSH 16 30" MGT Ellis - . I . INND �E . I . . . �zz ... . . � � I i I I / /Z� � , ,,,"- C'l- ,­­ � �, / Y_ I,, ,1 /I � ,� , ­ I 11 A, . I ,` � I i I ; I �, /- " z:., �_�biEt .�(,�Br,R c - I / /-. , - - - ­_ - . . . I . � AA / " ,,- / . I I I I . . . I . . . - I . . . . I . �2 1 X - " ,,, /, �� I lD' ­ I I " I . , ��' .. � I . . . I . � . 1. . . � . . , ,` I I l,T) I / Ej � - �'j z , - i j t v III` // �- -L' To"ne&_: . � . . � � . I: . . � "/ , /� l" - - - Ili , I P`M`RI .E � I . . � . I ,` l" - I . . I � I .1 � // I .11 '"' . - ' I . I I I I / / I , I- . A � !/I ,`�, - - - I - I � . � � I I . I . . I N �\'n,ER \ . 41 I P/P Rk5i< ' 4 - /' � � -- -- __` ?�" -_,"_,;�' � . 0 . 9! 1�� _� . , - 1 1 . . . I /,? '' , . ___ �, t- - 'I', -1 __ III ; � �f i, � - - 11 I I I - I/ I 1) 0 j4u.-�_C3 - --- '� . 11 .J I - . . `l ` -\ `�,,, 8v -f-"Z, " " / / / I , --i, � � ! � . . � ROOTI I I . . � . CORRECT METHODS OF TREE FENCING � .1 I I . . .. < ,I l - x 14 11- 11-- -1 I \ _tx:s- 24`,RC� - ___ ,, I . I I _-- / 7 / / I �i "­ �\ I l I.Z __ I . 1. "p, -, ", i;uM." ­ , lj?,T�Ttiw I.. . � SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. I . . . . . � " , � -- - \ ttl N Is I / � � I --r."K / I jr �� . . � I -i- - -_ - I � . " ". - ­, \ � l'I'MMOVea .1 7�� ) / 4',1, 1 W'A NU q ­ -1 ;1 III _____ �____ ., I I . � � . A . . . � I --,, TipmF ��,,z 24 pi�4`4 \ �����. 7`4 . - I ,,, li5_ �l I , I I - , . 'i I - � 181"LTIERillill (SSW SFIIOOO &65XlO=57 PUNTS REQUIR . I w, - /I ! 1�)-T,I. i , / I - - m) . I . I I � . . � . . . . I � � I 1- "Il � `, . I- YZ - \ '. I 1, I i " 4 kFcu%SE I / ­ , l_�- "Ill/" I ,:;�_ / L­P� I I / I t - 1 / 1� - __; I �- � _s!F&T-,�Iu - . TREES I � I . I I I . I"I 1 I . . . ''I � , t "% I I / ��, -w, " x, I" / I I /_� � ;/ I , / I - , , ' -- - . . I �, , � - 1 21 1 "UPLAR TO / ; � 1. - AR ACER RUBRUM RED MAPLE 2 , Ip CAL, 989 - .1 . . . 1, � . . � 1. . � . . I I ', . � * I \ \ '111- ,_�_ , - , .1 I � I p � " . � ., - - 4 ?50 �;F SWEETGUM - CAL . I I I I , --- � - I _ -, - I ,_� , / . I � Ls LIQUIDAMRAR STYRACIFLUA 1 3 1 . B&S � . � . � . EDGE OF EXISTING , 1 , _�, - - ,_ I �S'_ _ 1 7- _�_��-7-7­ - ' -" JI/ / '61F 'AVE� / . J 1�. I 1. / I � . . 1 14 (I ijl�__ . - - - - - f/�/ / ,/ / I, / "; / I / I a- I . pa) � f I / 9�CA� III L ,"I . � -nCA I , _�Z_ l. !_�'. NS NYSSA SYLVA BLACK GUM � 3 Ili CAL. O&B , . I I . .. I I WOODLAND TO REkAtN � - , , c , �� - . ,� I , I I, �li I 1, , I', : , -. VCAL B&B . I � I , \ _-, Y, � - � / � � 1. / - 1, ., --� . � I -FL -43-8 GLORIOUS COCCINEA SCARLET OAK. 1 3 1 1 -- ,�, 1 _ , I I e - 1. " 1.�:_ I 1 I, ;1, , , j , BID I � � * ,;, / / 11, I I . I /, / I I I I I .. 1. I . I V . . I , - I 1 " 1�:I I - . /I 0 WILLOW OAK 3 IA CAL. B&B � I � '. I _� .- � :, i-, � �. I ." \ . , - QUERCUS PHELLOS � . ��, __ � q , -�,, ­ . S��14 /;;-,, . . I I , .1 . " - . . I I I I T'L �__.l .1 i /11 11 . I, I I _�l ��in_r­_ .- ­ ; I - '.I I . I . . " / p -...- I � � - _ I. / " � . 14 . . . I - ,-, I . v . ,Y,__ . ,� .. _ , r " L__�-,�� I/ I / -T- � ­ (I , . I - I Si. . I I � � i I I - / It ( , �� �.�, - __7� ,; I / I I 11 I I "! � . . I . I . I I I � I. . I . - - I , -- I � , , __, - .1 ___ . . _11,11� I - _ , , , I � / 11 / 1. x I �/ . I / . I I I., 1 " - , .1 � lk I I "', - - . . . I ; / I . . .1 . . I � I q - -, :. , I - ". " � -, ,�.,_­, ". I .1111.11 I 1. , I 1:1 �7-7­7' : / " / " I I I � , ! 6I 1. d - __ - 1�- l4 � '4 1'-" '11.,ir.. ­,- . I 1. I � . I - � . . I - - - - . �'. .. . I. I 1. ., Il I � . I � / I .1 I SSS . I . - .... - - , I I, I . . __ . I , . I_ -, -17"_­�,_�_ ." I ...... . ovl000 -1 I , . ­___­ , .1 _�, I 1 __7 I, i-, / - I� I I, �� . a � I . 1. SWEET PEPPEROUSH iF TGT ­SGAL � I . � / � _, - " I � , I �!::�,:_�_-_- _ . "-.1.1 ,I - I . , i I i SHRUBS, I I I ,I- � - � 1 1 . CA CLETHRA ALNIFOLIA 19 . I � . . 011-0111 .- -4 ,. L � , . I i_,� L � - , _� - � � - I ­lI I I .1 i 11 � / / . I, _< - N I I "i I 'll:1 I I .. . I / - . -A_ .- ____.__._,7�_. —, 3(r MGT 5GAL � . l�. I : I .. S. ,- ,,, . . I I . 11. - I � _-.21- - I . l,7-% --------- . RED DOOR DOGWOOD . 6 I ; ­� . I � . . . . I - 1 � - - - 11 I INS � - I . " �, � �1_ 1. . . I " DO . CORNUS STOLINIFERA I � . I ,-. 11, I - I I . I � v� I - . " � . I l",�­-'r--I-i, l �- -� 11 , � I : . I. i. ; , ; . / � , � I �. / , : r \, , _,. _­ � I - - " . , 7_� . . .,Ooj - I �_�� I .."I- - I I 1 8 31r MGT 5 GAL; � . . I . aw I ; _I.,`___ , I � I- _";I-_ ­Ll. I I I .. " � , � F , -_ -1 � I., I LINDERABE..--... SPICEBUSH I . � M ORING � I - ; ___ I � � 1\ it, �., ?\ I fll:� -, -.-, I I � .�Irl, ., I I / . . ', .. /, . . , . . r _ - I, . _� � r I ;1 1, I- I - . . . - I LEI � NINEBARK . 9 3W MGT 5 GAL I . I . I I M . . . � -1. I /0_,.fv . 1, ,-i- ll, ) I .1� -,�,,�� . .�. - 7 \ ; - I i I I 1 , . , i I I ./ I � .1 / , I I \ / zl zt:f_�� ..:.: l�. \11 " - . / I I r ,i . RD PHYSOCARPUS OPULIFOLIUS I . . . I . I'S' . . I \ I --.-- . , ­,,� tl'C� r,ol I i 1 1 �wlIf I I I I . I / / , � I I .11 � _11 . . , I . VIBURNUM LENTAGO NANNYBERRY 9 31r MGT 5 GAL. I . . � . I ­'­. � - I I , I if I .1. I . / . / 1, I ,. I __ �C�l - , . . \ . I , ,ij�j;,;, 'I. -1c; I .__�� I " e, � 11 l I I � I I I . � � I.. 11 ` - !f� - - - - . � ." .\ — , ` _L VL 11 N I V I f . / �1_ -.1 �� - 1 43 . I . . TRIANGULAR BOARD ,FENCE . . I � i A 3 ., _, "`%�,ll�lv, � �_4/�' �- -�-­_-I.l"_ c - I, " . I ; . I / I / _,� , I - --- - � , , , I . � . . . -2 IIL � ­ I r �1. ,Ixii� - 6�'� � `,I I I I '' . I I I / / I " , � � _j-1 " _Ij_-:_� - -- - ,� - - - ��q , . I I Z., �Q7 - - 1 l� / , -_ .� �st /L scu. MRS. MIN Ill &W . � n I I I "i'll'. ,. , ,4'+ i" , I. . .1 I i I I � I -I '. I . - _�� . % -c I ,; � ;i� " A � - ,t.,-1, - - _� _­, p ./�"­7� L I- I] 1 �,­�, icI- '� I I It , 1 +I ., i I I ) I I . / I . _. �_==�___ - -_ - - - Li- - -_ - - � - � �i_ IBI07LT 112(oll"SF111000- 6.35 XIO=64 PLANTS REQUIRED) I . ' � I'."'!' � _�!S,,, �'__ -, '. �__ _ 1- �-- 1- ,j � , �­li­k 'l -I it � - wl . 4,� I . \ I �­, I , II I - - Z, - -­=-,:�;L I I I �_ 4"'. -Ill, :_ - :I� - �, .. tv.,�_�­'- ­ .. I TREES . I � . (t- TREE FROTECTIONDETAIL \ " . �. , V --.R + " - -, I,- I IIl! -",I L _ l "k . I / ; / /� I/ / x I - --- tl,��11 .... I i- ­­­ . � . . c,11. �-LO, " I- �� .. I 4_-1v;,I­.­hl I I 1 ,� / I, / 11 + I I / 'l , I I - --:— - -� =-=-- . . . _ 11 I . 11 , I I - - . . - , - "I. . I - = �__ =_ __ _ ,:� � . , AR I ACERRUBRUM RED MAPLE 2 VCAL B&B + I I i / I'll I " , , t " i�. � , I t . :/ / '. 1 � + . . , 'L� - , , I ; , / ? ___ __ 3 1*CAL. + S&B � . � . I I .\ I - i" -i; _�j l . . . . . . I I � ll I' 4- - I - I � .1 I _T —_ _____..____, LIQUIDAMEAR STYRACIFLUA SWEETGUM I I I ),�J, , 'I; - ... .ic 5,�;�,llj,, � ;)i_ I . I'. t I . - I . � I . I I � I Ls � BLACKGUM . 3 I'CAL B&B . I . . I . . � , , -�! ", "I I 'I .71 / I +/ ", , / Ill I; I ": / / / - --,---_­_-_-- - I I . ------ ­­ ___ NO NYSSA SYLVATICA . . � . . . I . - . \ � \ i r�\-�,,,�, 1, �, :1 � 1.1,11i, PoI,oij iii 1 1�1 I I I [ 1 / I I I 'I, / / / � --- �;�_Z��=� ,` . SCARLET OAK 4 I -CAL S&S . � I � I � . I \ , k I. I . . 1 1 i I . I / . + - 1__-___ _,�rO"`� - --- S ,,� - 1 I c, . a QUERCUS COCCINEA . .1 . . . I I � .I IN " , - - -I- -,-� l -O I � 1 f / + I . L___ ___ �`�!_`-L-_�____ ­` - .1 QUERCUS PHELLOS WILLOW OAK +4 V CAL. B&B I I I . . \ , , l � I I . i . / I/ I " 11 , I 11 / / . - _ - �� . - -1 __ 1�t�_ Qp . I \ \ 11 . I 1- '�, L ,.Ili i di to� I : I I I I I , I / / . , --a'-1 =ff7____ . . 11 � . . + , AA, I -- --- -_ --- - ._� - � � 1\ If. F -i" l- I -- - -,p=fl__ I - � . I I I vi .k"it I f / ,/ + . I � � I . � I I . Is . I . . I I I . . 11 I I I k �, � � I �. ,_ ,�� I� ,:_ - I : ; . . / I / I Y / /I - .� Ql . . 'XIST 7i7'LE %IIJ4 /- ,/ . . � I . " SHRUBS I � . . � . I '. , j\: : ,,A�, iiiif-!��II I 1 , I . I �� I . - I � . . �', . . ,,, ,�, , , . I I I I I z � 11 / / , .:, - 4 . - .. . I � , , I, . - - -11. �l I- � 1___�, '� I -UV - - -1-: 7* I I I � 1 i I . � 1 : j I I , . M. T`_`� I I CA CLETHRA ALNIFOLIA SWEET PEPPEROUSH 10 36'HGT SGAL . . I I . . I , , � i , �'�, - 21, . ... . -r-': 7 . I, __ .. I I . I 11 i If I , Is I � . . . - . ­,�i , ", . "I I I . . . I /1 ­_ -.--,-+- --- - -_ - . 11 ---- AqJq -_ -_ . . �� . ­ - , , . I, . . - . I I : I j l . / I .1 I � , 4 --- -- --,.-- ­- I-- -,--- ­ ­.- ,----- .- . . . .1 ;l : I � I I . � i - � CORNLOSTOLINIFERA I � I . I . ll�.­�� -__`+.1_+%*-_;l%_l, , " - I � ll�l 7T + _:� I -I" ! � I � , : - ! 2 I I 1� , I . . . I RED OBER DOGWOOD III 36`HGT 5 GAL. I I � I I , �. -4, , l� - 1-11 I � I ­_ . ,- Cs I .. __­ . + � ­ I -, - I,i: � " l'. , _. - i- ...L_ -I- UC _'. 7 � I I � , I f . I 1. . . I . . � li � I I I + SPICESUSH a 36"HGT 5 GAL. . I + 1. ,I - � t , ,;� I I I .1 I . I I . I I I . I . / I . . . � LB LINDERASENZOIN . I � I - . + . . . .,.,��', , - I/ I " . I I , . �v � �-� Ili- �:,aI5-TCI I ,� . . � I ,I + . I . 1, I , I . I . . . I ,. . � � �_ . 1. - `.­_ i " s, " . ;, _* j," 4 I ; i I . / . I ,- I : �;­ � PHYSOCARPUS OPULIFOLIUS . NINEBARK 10 36'HGT 5 GAL I - , ,,, �, � , ­ - .; - ------- ;.. � - _ ..l_�l - , - , I, I i � ; I I . - - - I 1.,. , - __ .. � : I i � I I ! . . . 1. " --- ­ _ --- _.f -7,_ -- — . — -- '---+ ---I-- -- -- ­ ­ - - � ­ -- -- - - PO . . . + , ,. I - - I 11 i'll �. . I V .1. . . MANNYBERRY I 10 3T MGT 5 GAL � I I . . I . ____ I � � I .1 , . 1, � " ;:_1 , __ .� + I . ,.�, .. I... I �j-.I ., ; �. � I 1 . 1 ; I a + I ,� . I : I ! I I . f I . .1 - - . I � . I I . I + I ? " .4 , _ I + I . . I L . . I . .VIBURNUM LENTAGO . - I I i� ft T, 0 il l,- V 1. . I..", -1 . I I .. I 'i . : d � I . / I . *1 . . . . . 46 . . I I � I . . . . ... I-. - , . . . . . . I . 1, ­ I �7 I _p... _�, L -_ -l, l__l%..___Y- i - � i I .! I .; . + I I I ! / . I � I � I , . / . I -FILTER #I. ENLARGEMENT PLAN . I I I . I I / I ;, _I��e 61' ; i 1 1 I : I I . . . . I - - - 1; / . -1 If, - I 1, - ; : I ; . . p . I . I : j � I . I - . I . . I . - " il� Ill . A 'p, I [ i I BIO . . I . I I . __ "'. , A, . � :,M I � 'p'! qvr.141� 1 I 1 , . . i ", I , , I I .1 + I — ­ I I . I � . . I I I I . . I � � + . . - � . ", I ,,R,�� i - ­. I . j, .1. I I 1, I I � � � l � . I . ; . I I I I � � � I ­ � - - - �, I 0 \ � B 4 --TI \ :_ '-.-l- �, " N . . . -! 1.1-11 I . � . I . . � , ,w � . " �� -, � ... I I . . [RAIN GAROENM (12405FI1000= 1.34X 1 = 13 PLANTS Pill I .. . � I . I ­ 1. .1 . .. �. . . . I /// ", , , - � I ., -V I I - - I . ,l_ ,I I... 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I A . 'A - ,�, . � . I - ,I I r. I� -,_O:�-_-1 " � I - I I j I , , . I I I I � I . \ . \, + '. , \ . � , I- I' - . . I , . MYSSA SYLVATICA BLACK GUM 1 V CAL. Bas I I . I .1-1. �.. I.." I \ I A � I -P,--, it, I l-'ai­- I , "� � I - -I I I � ; 11 I , I \ I . 1\ . \ . I I � - \ I I - � , -_ I . I 1. I.. 11 . �: . I 1. � � � , -, C__, � . I I-- , � I, " \�,,,'l; !I ial. l I I + I. : I , + " -,, \ . :+ , Ill. � I I - � NS . I � . I � . ,I I . ). __ � + �l If, t 1 . � I 1l . It � I I, I 1 / 1 i 1 �? +! i� I , I 1 I � � \ \ I . � I ,. .� 14' 1. \ I " , . . I 1 3 . I . I . . � � ., " - � .�, , 1, ­ , , 1, . . ' -- - 11 1, � ,.,. I I � + .. . \ . I � I I I . I I . � . . ; " ­­­ ­,�­ - I , I , � . I . I. I I . I . I I . � - I . 11, . . I // ,,, I + -, , j . I I I " v AS I I : . .1 , , , , . - . . . .. . �� " SHRUBS � I , , , I - . 1- - . , --i . J_�,_j I � I ,.-, --! I I IA, I - I . ; � I I ; (1) I � %. il � \ . �\ - "l,� \ `­ .. . z . . . � . � I . . . - ,,, I � I _,lpi,- I I - �.__lA_ �---, \ I - , - _\ \ I I . . \ . . I ,'I * + ­+ , . .. I� I . �� �+ . I . . . I . � l, "', . � � � Iq - ,, I - 1 � 4 �, I . l. % I It I � I + I I 1k � .� A \ ­,.. : - \\ \ - -�_ I . � \ ", - I ., 4 1 . . I . . RED OSIER DOGWOOD 3 36" MGT 5 GAL. I I I I .� . . . . . � I I . . , . . . Z' CS . SWEET PEPPERSUSH 3 36'HGT 5 GAL. I . I � I . .1 � I I . I . - "11!k�, - III I L ilt' ': - `1 \ �- BtOwcFILTER #Z� �7f4�---,, - - \ . 11 j, : \ . I � \ . \�, �, + . . \1 . : I � I I'l I I F5 I I 1 , 1 6, ! , I ( � I ,� I LINDERA SENZOIN SPICEBUSH 4 38"HGT 5 GAL. 1 . . � ,j ,. � . ,_ � X \� � 1 1 i v , I k i 1 1 I 1 I ; I � I Z<' . , CA CLETHRA ALNIFOLIA � � �. � I !it , "', \j "l\ I �� ;, n 1�_,., I - 1, . LS; ,I - - I .1 � I \ . . I .. ... I , - �- -� I 11 . I � I I � . . I : - . . � -, ,. . �, 4� . I . I � . I . I + . , . . \ \ . `, I . . � .1 ll CORNUS STOLINIFERA . . 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V ­ : I i , �\ I : ; "� . N .. . I . . A I ,�.\ , + . , , . . . - L � . I .1 + � � . . I . . � . . . � I!. - � , l. I 9 . \I,!,., Y � " , 1 : I �, I '' ;l,.� It -, �_-�,is�. ,% ,, -1 I I . . I I � .1 . \ __ . + ". . � -," �\ � \ � , � 'lI +, � + - l� - , � �1 1. RAIN GARDEN AQ (270 SFMOOO - O.F7 � TO - 3 PLANTS REQUIRED) , : I I I � I 11 I + I , I ,\.". : I I � I -1. .1 I . - OP IN I I I p ; � + I i I I \ + ', � . � . - , \ - , ,�� I , . � � 11 I I I . - � : I . I . I . . � I . . 1. . , � e-l - -I,- I I ­�iI I I � .+ . .1,,l, I ­. . I . .\ I , I I TREES . . � � . I . � I . . � \ I , I � I ��4 1 5 � f ,:- - ", � :;- � \ � . . + + , + __,� . ... . I . I . I I � I , � � . . ,� Z I., . __,�.- - _, i i , . , + .� .. \ 1\ ,� P11 i" � + . + ,. I _� , . I I l .+ . I _" _1\ t�� , __ " - 1_�,� Iz 11 - __�� �< \N\1\ - - , I � - \1 � 1-1 - I __;:__ \ ,_ AR ACER RUBRUM RFD MAPLE I 1 -CAL. B&B . I � . . . � I � . . , . I : . I � . I .1 I ; � , _� " , - , I 1, I Ili -I", � I ­ ­ I I I It lli I, , I I I +i 1 i 1 � � i I I . . I I .. \ ", . ", + , �1_ . . _� - I I- . ,. ��, , , � , , \ I � I . � ll- I I / - I, I t ,; - ­�-.7-fvlIl.,­ . ­ - j,`(��i �1�1 I I . � . . I � - I I � 11 1;1 - 11 I I, ­ l � I I I l 1� I . . -_ : . I 1, 1_� 1, \ .\ � 1 I . . + � . . I . . I . . ,. . I / - " L I , 1 . � I - :- -_ �. ,% �. - I I ,� � "; , � I . .. I . . . lf� �__ " " ; I � � .l .1 , . � / I I � ", - . . � . : � + \ /� _r � -- : �z � �I` � I ; I I 1 , , � I l . N , . I I �, Ill: , __ . . I . I I I . � I , , ­, I I . - '� 14 ll . I . . "'. I . � I . . I - - I - SHRUBS : NANNYBERRY 2 36" RdT __fGAL. . . . . . I I . I . . ____ . . . I IT- ,,-n;:l__. __1 I, I ; ,'' 1, � �._ I �11� I ! i � . I . I , � I I+ I I i. . I . I __ - , , , � -1 ­__� _� \ --- ;��,� \ , I _NTAGO I . . I - - "I 11 -1. - . ., , , " , I -_ I � �, 7I: I:I � . 11 11 + l . - ,\ VL . . - � , 24A ;+'it ol 7l, , �l,,� I . "I I - � - , - I I I - I , l 1 I ? , i. I � , . , I � . ", � - - I _. - j - _p, \ I z - . I _. - . lm- 1:11-1, - z, .\ , ,, F: ,L:_"/ I�- . � . - . , I I . I � � . - - . ". .,, - , -1 . . /1, _ , . - I I . I . -_ + I . I - � . � I I -t - , I. ­­�___ - I . . � -A- \ 1\ \ 4,� - � . � . . I .- I '. �;I- � " �i� - 1 i :� I ; ;, I .1 . . I ... . . . - 11 /, - ."': ", t" - - - + fli 1;�; i i� I r I ', .1 � I . � "II" ., ,,'. I I - , � , ,, I �, ; ! I i 1 - I I_ - 11 - - .- +/ l , . I I + , _� - � . - - S _ ) iIl� 4 000 = 1.25 X 10 = 13 PLANTS RE I ., ,� . -_ l ,_, , . " "I - - . , ` � I - - � . - - ) �\ 4 �,­ I ,,,, I . IRAINGARDEN�025OSFII QUIRED) I . _. i .; - 1. I , - ___ ___ . . . '_ � Y/ ...., :';I i 1 , - �� � 1-� ll , "c APO - , : I I ; / / I i 1 . \�, `, . . .1 - , -1, . ,I� - . . I I _1 \ TREES I I I . . I , ") .�� I ..'I I, l.1 , � u . I 1,� - -_ 1 I I I I I . �, I / � i . � \1 1- - - -_ _� -_ -- I � .- I - + I 1\ 11 I - I I I .BLACK GUM , 1 I -CAL. S&B . I I . I � I '. / �,� , 911%!", _+ , l -'r 1 ;7,� ,_.i` I . / I � . - - . . I- - . I � , I I NS 11 . NYSSA$YLVATICA. I � . . . 1-i" I 11 I , -+- , I // 1 / / /+ 1 / , / 1, ,. . �', . 1. . . � - - , � . ,,� I �� , ki, � `\ " �,- , k � I QUERCUS COCCINEA SCARLET OAK I I 1 -CAL. S&S � � I . . I . I � - I, + I I /lox , / I / I I � 4 .. `,, . . I 1\ \ . ,I , � I \1 � I . I ,l� , \ 11 _� l 11 / / / / . ", . .- I . I � . . x I i I ­ - , . i � (IF . QUERCUS PHELLOS WILLOW OAK I I-rAL B&B ... . . �. . I I I , + i � I - �5f I I / I , I + I _� -- � - � : ... \ \ . .1 7.1 . . I ., �. , � I �'LUMUDIJ -[Ep,� I'l / ./ . . �_ + . � + 1. I ___ . I I �, t I . .� ,. I I � . ,� 1 3 � 7 . . I I I � . . . I ; Neti ,io!. ,,�,lcll � - �, // I ,, ". I pt 'A l� _,_ 4 " '-I I I I -S, i I i I I) I I i I/ / I / / / ; I / /. .. . . / I I ... 1� - � . � .. . I . . I . ,. � . I I . . . .� I., � I � I . I � I I I � I . . I . : � ., � 1. . .1 . +, I . I . 4 � .. � I VI/A Ivioolii -, e /, - 1 w/41-.4 . I " . . 1 1 )///I,� wericki �o - I I /� � I I I / - . . __�. __ + __ � .. .. "11 . " . . / I � I I � .. � I I . i I . I 1 i� - - ,,, -- � . I I . I I % I . � �� . I . � - - - - - - - I ( �-­ .* I - 1. � I 1* / . ) I\ I il . 1. CONTRACTOR SHALL FIELD LOCATE ALL PUBLIC UTILITY, ' I � . "I I i I . I I It, .� . . . .1 / , / - , U I I I __" I iYu I\ L ' " -'l, I " /� /, / / / . __ . . . I . . � � . . ,,, " '/ I , I / / I / � . , / / I , � . I . � i 1 , , I , I � / I / / . i,_ - - _ - - - 1: .I `1 \ - �, , . . . . / � /­ I I ,, . ACCESS, AND OTHER EASEMENTS. I I . -1 . 111_�1­11 71 M-7- 1 �F 11 11 I . . . . I . . INSTALLATION NOTES, . I I � . � . . .1 . I "I I I � . I / 3 1 1 P I T` .. 11 11 . NO LANDSCAPE MATERIAL . � I i - -, / I I - 11 / � I CONSERVATION PLAN CHECKLJST ! . � I Aml . Q4 101� / ? I, / / / / / / / , / I . __ - ­ - - I 'I, � �we/ / : , ­� III I il I . I . � . SHALL RE LOCATED IN ANY EASEMENT WITHOUT EASEMENT . I t It i t f� I I . . � . � � I � HOLDERS WRITTEN APPROVAL. I I . . I I , , ,,I . � �_; L�l ! - �,_ . I I I I / / . � - 11 I � * . I I . z I / z . I � / . .- /1\ , /. / t , 1, '� , ," x I. A, wilOMMIN, aMMM, w,S,ii hStr Afte. th. PROM, � I 11 ;, � 1, " � �A / / / / I / / / , / . - ) I zi 6,�' � � � - 11 I I I Ill . I . I � . CONTR4OCTOR SHALL FIELD ADJUST � I W, I - - � . .�� I I I I I :i '­', - l . f zl� z� r, ! r/-q'_Y,-,� -Q,� . - . ,/. - - - - _� / . >� ' � - " I - . �, . � i5i � A / I , . I I TROSES, NOR SAMSS; I � , I . I � ", , ;I I A"r I I / I - �� I ��,, I I . - . N, IS, .M.), I . � � � I i . I i;;lp�- � " I I I I I 41=77_1 --.-- F---�-* . - I I I I *, i>.' �,�, P,-,,, I 11 I � 'Iz: ,', � / . . I` , _`� d PLANTS AS NECESSARY TO AVOID ALL CONFLICTS, I . = - / / / / / / I T I I _i;- . , -/, i / / I ,­ I` / ,", - I . � - I` I � . e / -, T, " ./ I �-' (.rS,iN,.., i. l,' -i ! I' I - 0 I "� I If I I - � . - � � � / I - � . 2. CONTRACTOR SHALL STAKE ALL TREE Al SHRUB LOCATIONS I I I i Il� i / �f , . I . I L"ATION AND TYMS OR NOITECTIVE IlIMCM; . . I j _�n_ �- t * I `�, X., 1 l �! - 1 11 -IN , eaffIR / , - � � . - � /, - � � - I . � � I "., x "ti, / I- � 1 . PRIOR TO INSTALLATION. OWNER SHALL REVIEW AND APPROVE IN . 7 _1 \ .Z1.1 1 I I / /I / 1711, I � . . I , �.,� I"� 6 ,� , z , � " � GRAPIR ANINMO MAIMIM. MOIF .11. ON Sil�; . I 11 / I OAD'INQ .- ( \ , I � , � , 1� � 8j,':.ijl I- , / /11M Q,\,� � / .. i , �-- �, _-5�, �,I- � - I � , . � *�, I WRITING ALL PLANT LOCATIONS PRIOR TO INSTALLATION. ... / / i .7/ I 'I , I "t, 1 3�7� B11,;, i 1 t 4 �. - - -�- � � . , - . . I PAM'SlOM M.iM.O ON r"W. .. IRS I.."S N� �ISARIN.I I � . , I I - 5 I ­ - / / ,_., �,� I I ­,, ,­ ,,`�, I ,_ . I � � , ef�. . .. ., I I ,/ , / I I � I 3. LANDSCAPE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY I � I / i . . " � I I � 1\ . ", � . ,� �_-_��,� 1<1_� , I I " . / /: . �1 . �, , � / . 1 X2.101MI: . I I I / �j I ( . �, -, \ _-, - . I ,�­�.�V-_� - , B,af��,-/ , / ��" � " "�i . � 1. I-- � . . 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ME ASSONSIRSTION AM Mill6i ROASIASS OM,L SO MIMNSD INNI THE COMMACTOR ON SITS- . __ l� _._­;�7 - :�,,� _j�ii 7_11), . I . I r I I I I , . I � � III` � . . � - 2 � , I . p " /. /// ",, �/ � ". � ii I 1 1 I I / 1 I I . ; ,7 z � , , / . � !� --- I f -� -- I InW I I . . . : THE PLAN AND, THE PLANT SCHEDIALE THE PLAN SHALL PREVAIL. _I .: ­� 1. aj \ 1, Al A . � / I / � To w ,. I . I C, 'T .111, �- , �- �. , I `!%z y I-" , - rl: ..' I ., ,� 11 11 � � I I ll, � , -,-- / , / z � , , �, � I . , I I . � I . � "q�, - . 5 �$ ., Wi INIAF III I , it! I J --/ =cc �, , .// / I, I p , I / / � �, . / ,, , /. / 'I I � I . . I I . . . . I . i ­� kw- �"-,tv- -r*- -J, -B`­i-­,-9Tf­-r!h- , _____V�,< I \ " * �S I ,� I j 1 i . 1 I ,,, I � � .1 11 �� � � , / ./ . /I . . -1 . ix, � � I - I X 4. Einticin,ant OO,tf, & S I � . . . . I . . . i ,,;, I 1. � , � 1, .. p, I I k \ 'I / ') I I � / . / I � . �,, I / , M� /-I c3l l I I I I I . . I - lill i -d�L q!js,,`A,4-s �, 10' �. 18-i . 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IL I . -_ - - . . - ____ L I I L : PROJECT No,: % L �A . . . . , . . L . . � . � . � I . I I L . . .. I . I .L' I . . . L . . . 1L. . 1. I L . I . I - ___ . . I I L . I I . I . I .. . . I � r D7A 08-22-05 1 CHECKED BY: DTA . , ; . I - L I 'FENCE 5-23-08 ,< .,; ptl;�,� : . L L � . . .. I L L . I � . � . .1 . ., , � . I . . . . . � . . I . I L. . . . L . . I . I � . . . . I . I . . I I . I I I I L . I . . . � . . I I I I L L . . . . .. . . . . . . . . . I I L L . . I L ..� � I I � I I ''I . I 11 . I I L. I I I L I . I . . L I I I . I . : I .1 L . . . . L I . I . I ­ . ... I I . . . .. . i Qi -* O N. x.:46:601 -W I I . .. '... .'::I 1 i "`\ \ .. ',a I I - 'o ;+ \ )-/', ( 1 .. i \ . .. 1111... ., ?,. ..\ .. c\a _ \ .. ! `_r I,. I "�' �: > \ .. i -- - I,. I ) - 1. {: \ \. - ::J'.:,3 - \' ..1 I \I - .1 ,.5. - \ r' I:' I I I'. \ \ . I': '_.,.\'-.c \ .. ..o .l I •,�N. \ ..; _ 1,111 _I �I. ��.. \ .\. I .1it I I , f' _ 919} 1 [. v... u. '. I. \ .i \ ., '� .'. . ' PISta 12+5 rt?„ z .. 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" WITNESS " POST .PAINTED BLUE TO INDICATE VALVE LOCATION AS . DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL.+ . FINISHED GRADE' . ADJUSTABLE VALVE BOX W/ LID - -- . BINGHAM & TAYLOR FIG. NO. 4905" (SCREW TYPE) OR APPROVED EQUAL ._�, __ 450 . _17111111 p 1 .._._. 7117 __...._ _ , _.: _..> _.. -' '_- VOL. Z .. ._._�. 450 'CU. YD., m - Z - - ' m' N BEND PLACE �5' GALV. " WITNESS " POST .PAINTED BLUE TO INDICATE VALVE LOCATION AS . DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL.+ . FINISHED GRADE' . ADJUSTABLE VALVE BOX W/ LID - -- . BINGHAM & TAYLOR FIG. NO. 4905" (SCREW TYPE) OR APPROVED EQUAL ._�, __ 450 1...7.7 .�\:_. .__, �� _17111111 3" M .._._. 7117 __...._ _ , _.: _..> _.. -' '_- VOL. SIZE : .. ._._�. 450 'CU. YD., (FEET) -' - Z - - ' m' N BEND L . H- .. . L H I T ' . 2.50 2:50. 3.01 0.24 1 , '-4 &':6"45 -. 2.00 2.25. 2.60 .0.1.5 - 1177 \ .. ._.,.._.. ..,_..._ -I 22 1/2 . 9.50 2.00 rr -2.52_ 0.10: 2.00 .2.25 11 2.50',-'0.15. ' - 11 1/4 : 1,50 2.00' 2.50 . 0.10'. - r 1. . 90:. 3.66 .' .3.16 3.21 � 0.48 '` :- �\ --Contractorto've* 95% ,_ 2.66 ". -2.16, .. _ _ - .8" '221/2. '1.66 2.69. . '1177_ 18' Min. 1111\ ..compaction under pees' 1.111 - _ 1t 1/4: 1.66 '2,16- 2.67 0.13 .' . I.. 4.83. '___-_-.', _1_11_1.._. � _ _in-a9-till-.aeaa--(T)p,)--___,_ ____a_.._ �_ __,..._ _ ,_. _: 10 : r & 12" 45." - 3.58 2.95 .0:43 ., 3.83 - - 1717_. 440 0.52 Nw tY Sm 2.33 2.58' 11_ 440 .. . ' r 11 1/4 1'.83. .. .2:84 0.18 - . M.J GATE VALVE . ----' w -.-.__-1 : __.,,-----'-'--_' .. _ _ _> _ �... 77: ..:i,_... , __._, _ _... _ _.. -_,. ,. _ _ _ _ .- -- ... . _-_. _. ! \ . ,.. 1111. jII 1117 .. _ _. - _._ . .. 7111 _ I- _I. �� .. . � 54' Stam � , . . . _. 7171. _ 430. .: �_:.._. __ .� __..,._...__ _ ._,__ .__..... ._ ____17_11_ `\ X . .,. , - 11 11 d ' ." 430 I '. . . . .__ Ellet 1Y,Sm _......._... �.. _ _fie .......,._.__._:___.._- '- _.' . - 1711._ .._.;t. � .._ :. .I I . -111:1 7 171' _..,_. ._1-1- 1 7 1171_-__ __ - ... .. .. - .,6 WAT ER LINE _._ L .,�......,,_, . "-.-._.,_,. . 7,--,,.:.. _,.:..,,. , , , �_.,:.. _ -I---1 _ _._.. _� - _ �._ ._.' ,c5 m 1117. .. :_.._._..: 1111:._. .. _.---.__,..._. 1117:. ._ 7177_ _..,..___ ....-. .___.... _.._..._-_ -�_`m. W __. IIa . 420. ,. . ., , 420 '. - 00 I ' � 11+50 - . _ 12+00 1 ' 12+50 - 13+00 II -' - . - I q .y, _ . 2500 P S I .. .PIPE, DEGREE BEND DIMENSIONS . 'VOL. TEE AND PLUGS ' VOL. SIZE : OF .. I (FEET) . 'CU. YD., (FEET) -' CU.YD. �, BEND L . H- T . L H I T ' 90 2.50 2:50. 3.01 0.24 1 , '-4 &':6"45 -. 2.00 2.25. 2.60 .0.1.5 22 1/2 . 9.50 2.00 rr -2.52_ 0.10: 2.00 .2.25 11 2.50',-'0.15. ' - 11 1/4 : 1,50 2.00' 2.50 . 0.10'. - r 1. . 90:. 3.66 .' .3.16 3.21 � 0.48 . .. 45_ . 2.66' 2.66 ". -2.16, 2.77 - :0.26. " .8" '221/2. '1.66 2.69. 0.13- 3.16. 2.91 2.66. 0:32 1t 1/4: 1.66 '2,16- 2.67 0.13 .' . :90. 4.83. 3.83 '3.42 0.83 10 : r & 12" 45." 3.33 3.58 2.95 .0:43 ., 3.83 4.00 2.83 0.52 r.22:.1/2' 2.33 2.58' 2.86 . 0.24 .. . ' r 11 1/4 1'.83. 2.33 .2:84 0.18 - 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE.: DIRECTION,' CHANGES SIZE,.DEADENDS AND AT VALVES. . ' I - - 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. ,. _ _ - . CONCRETE THRUSP BLOCK DETAIL .. S$ NOT TO SCALE _ - . . CONCRETE 8' 0, - 2'x 2' BEARING AREA. . THRUST BLOCK ' Q . a. . a .. . . NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. . C TYPICAL GATE VALVE ---- -- ----. . S$ NOT TO SCALE . .. -. - . . -NOTE HYDRANTMUSTBE . - KENNEDY GUARDIAN (K -81A) 'EQUIPPED WITH CHARLOTTES- .. MUELLER CENTURION (A-423) MLLE THREADS WHICH IS . '.OR APPROVED EQUAL 'THE LOCAL STANDARD. LENGTH OF BRANCH VARIES . , 6' MIN 2' TO 10' . . - (270') 7 CU. FT: 18" ALVE BOX . . _ - GRAVEL 36"MIN 6" GATE . - a : VALVE .. ,,. . t. . a,: 8" X'61. TEE 2500 P.S:I. CONCRETE .•' . BASE AND THRUST : -' as .r a BLOCK AGAINST � . . UNDISTURBED STABLE . SOIL. STEEL PILE , � I - , . : - WHEN THESOILIS DISTURBED OR WHEN 3/4" THREADED RODS IO .. MAIN IN ALL INSTALLATIONS: . - A HYDRANT IS LOCATED IN'A FILL, ANCHOR RODS SHALL BE GALVANIZED ' . I 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 NTH GRAVEL AND KEEP FREE OF CONCRETE. . I - 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE' FIRE HYDRANT ' ( INCLUDING DITCHES ) 11 " - , 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 . I REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE . . PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY' DETAIL $$ NOT TO SCALE . : - .I 1. I I GOOD :FOUNDATIONMATERIA'L ROCKY FOUNDATION MATERIAL -SIZE BRANCH AND VARIES : VALVE THE SAME AS I VALVE BOX I. II .-- �/,, �I,��. .,� �- IU I. III II IL I. II . WATER MAIN - z4" IN - INITIAL BACKFILL z4. w " _ , . . ' 8" 8" 8" 8. .. ' - MIN.,. MIN. ' ' MIN. MIN. M.J. PLUG : . - f . . ..O ... 6" BEDDING'..' � . . VARIES . . #68 STONE - . . * STABLE SOIL - I - ROCK - '.. .* SCRAPE THE BOTTOM OF-THETRENCH. 'REMOVE .ALL � � . . � _ . ' STONES TO INSURE THEPIPEDOESN'T REST ON ROCK AND - . .WATER MAIN ROD VALVE . . .. ,THEN COMPACT THE SOIL OR PROVIDE A 4•'. BEDDING OF - ' . . I ' . I TO TEE ' X68 STONE, - - , ' - � . - . ... ON-LINE FOUNDATION -IN 'POOR SOIL UNDER -CUT CONDITION (TYPE `"B"') K � - ' VARIES THREADED COUPLING ._ 4 An - INITIAL BACKFILL 4 MI - . PVC NIPPLE AND. CAP I'PVC SLEEVE or UNSTABLE - 8 s" 8" 8" '. o - - BRASS NIPPLE .AND CAP - SOIL\ MIN. MIN _ MIN MIN' #68 STONE .. - i LUBRICATE ALL THREADS . "O - _: 68 STONE ,- ;., - THRUST BLOCK "0 . "\\ METER BOX. (SEE FIG. W-7) '-ABLE SOIL OR ROCk, - ABLE SOIL OR ROCK VALVE X N0. 57 STONE . NOTE I I - - , . � - . . :'M. J. FITTING 2"PIPE 'SLOPED 1. NO' ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. . . TO DRAIN IF 2:NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED GRADE ALLOWS . ABOVE THE INITIAL BACKFILL. - � VARIES VARIES 2„ GALV. OR BRASS 3.THE INITIAL BACKFILL SHALL BE PLACED. AND COMPACTED IN 6" LIFTS. . PIPE 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 2" THREADED TAP .IN THE.TRENCH. .. .. PLUG 5..BELL HOLES'SHALL.BE DUG OUT IN ALL CASES, ... . . _ DEAD. END . (TYPE >,A»). DUCTILE IRON WATER PIPE .. D INSTALLATION & BEDDING . .. .S$ NOT To. SCAM ... ---------------.-.. ,; i I $ NOTPTO SCALE-- --- ---- _ - E W OFF ASSEMBLY n j I %'z/ 6 .. .. _ I Temporary7.I f 2•IC .Ca I .�, . Note- I. .. 'y(h^. p Contractor to verify condition of _ . .Oroding �0' .. T I "^i i existing gate valve. 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WALK 18"RCP t-•' 15 R-1 18"RCP' cra_RA .. g' ..._ ( I I l Waterline Connection. Detail Of Project Title: .: ' - 1 - _ ---_- _ °OC 5 OminlOn S$ Scale: 1"=40' _ , . - FINAL SITE DEVELOPMENT PLAN FOR - c%.NO ,`I , Development ;(a4/00 - d o , Resources, LLC PHASE 1 NORTHTOjYN CENTER d'O ' - 172. South Psntops Dn4e - Rio District Albemarle CountyVirgqinia sdI'' _ _ enadotces"9e, VA 229" r ,7 > b O° ` 434.979:8121 (P) i .. 4"Ci, 434.979.1681 (0 ' DDRVA com Sheet No: , Drawing Title:. Revisions: .ti?I oP t, . . .. _ NO. DESCRIPTION DATE .�� ' %p ..:.. . . _ I COMMENTS 09.20.06 _ 2 WATERLINE PROFILES &DETAILS o . . . . . .. _ . . -RAY MILLERS . i S8 of 14 A 1 . Lie. No. 30542 . • I Scale: AS SHOWN Drawn 8y: ASB . 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I 11 -- - 181 ExI I ist. 54 R P 0 Z1% -- =--_.. --- '_-= . __-_. - _........,. --1111.. __ __-___--1-1-1-1. -1,111.,-. /---1,111 _._._..._ - -___. - - + ------;_-.._._.._,,. _ _ _.. _. -,11__1-,.. .,. _. -t--= ..._ _-..'..r >� _.. -.,. _...___. 11.1..1-.. -...._..... ._...._. _...._... -,1-11_-1._ . _.._ ,..,-__..,_-_„_._ 1111 _i ........ ..:-.. „.-1111 1111 .:.:...... 440 0+00 UIT DIV 1+00 2+00 ...., STR-30 _ _..... ...... ...- _ 0.72 440 5.0 STR30 1)13C 452.10 111.111, 1rLE.M1E1N,9 0.85 0.81 0.691 15 435 2.751 1111 L.. rrr �'.'" .. ::: _ ..-- .:._: ... ::: I 435 1 _. __ t __-_ __ 0+00 1+00 2+00 0.1661 (MExisting Storm Sewer, STR-20 to STR-5 ._-_ _ --- _____ _....._.__-._-..-,._..---'--- S10 SCALE: 1"-10' Vert.; 1"=30' Horz. 460 _..____._,_.-..,.._,...___..._.._._.._ ----------I'-- _.�..' .. __ . ._-11 _-_ ,1---_,-....__....._... _ ._,. ,-1;,- ,�---I------,--- "":; �-�____. :,,�-�-_-_.______:: 1-1 _. _ -. _.- _-- -.�­­____0460 SCALE: 1"=10' Vert.; t"=30' Horz. _ _ LO -204 6[ormwater Intel Computations 460 `` 3 ,:.1 .__ ..__1_1_c5___._-_1____.,.-1--1-11 -. _______,..�.,._..._,..,-_,_.....,,._._,_,...._,,.....,.._._.,._._ _...�.....,.-.,...._.__.,..,_________._,,,.�..___.__ 1-11-1 .. _...._a____...,,.,.._. _,-_ ..- ... _. _ ,_.,.1__-- ___ m. -- _....... "'"'1111: _-1,,11_-1--1-1-11 ..._..,,,.,,�..,.,_.m __._. _...._,....,..___5-11,-1-1__---_ $ a v 455 -11__,11 .: ., __,__. _._____-_... ____�..-._,_,___-.,_...- _-...._._.'.. ___e___.-,...._,_._._.._.... a_ __- -1-1,-1,1-11_-.___....o.__�....,.,.�.o , -_,,...-,__,_..�..,.__...._ _ "r - -__ ,____.w�.m......_._ r .11_.1_,_1 _.. _.._r�...,__.'_._ 455 g U o o 8 d t°- o m s 0 5 60 > a x t7 _,,1,_-1•-1-1 •. ,.,_,_...,,-._�_.____-,._..._..,_..._..._.....____,_,_, n _ .,..-.:�R """----__._mrd ,L, -_ a ---- :',a_�__z_____ _. ^ ,n o _yy 8 g -..., 1.,...__....._...........-. _......._ ..._......__ ..,..__ 1-111,__, -1-1-1-1,.__ -1111., 11,1,-1 11,11:. _..,..._. .--11,11_. _ .,-« -11-11,_..-1111 �� `� IHI 11-11 ,...._�G.�I... _ ,_ ____.� �.,.,,... c -1111 .. 1i. -11-11 '4' Ir""" _ ..._.,.__„__._D1nU 3 450 U _ __--__-__-.-.._..._.. ___ ._. .F e Il : ___ l/ a.:':1r -1-111_ ...Ininl�'ec --111-1 u-9 x.11.o.0 450 9 10 " ..._.._,,...... ., Q e, '11-11-....._�-111-1_,_. 1 ,_.L o,_.w. _ .. 111-1_. -_____I.li"ni 14 15 _.,.,._,...,,.,�,_ 1111.. o �,_,..-._ .....__..... ...__ ,-1-1-1-1_ _ .__� ,-......r.$-b"«--__"'"_•-_-,111,1. ___'_' __ 11-11. �. _. a}-.=.. -......,._........ ....,._..._ 15_ _,_T 1=''c""__. t1VE, 20 445 _. ,. + rr-_ __.___,_._.__�. ._.__ _ _ : .- � ,.......__._..._ ... � -11-1-1, - 445 yeas. (Ty 4 -..... 11 .......11. ____„,.,1 I,....., _._„�.. .�> ,._......._..______ _,. ,___ -.....___ -1-11-1.--1-111... -_1..-_ 11-11._. P._ ... I ''_"'" _: HDPE_ -111-1 _.._._...,__ - -.-. _...,.,....__ .- -. _.._,..._...,_._ ..__.__1____1_- .,......._ -11-11 ,-11-11 _�'__._- -, v.,:.._,.,.,,., .____`,. uVhr 440 ..._�,+ .; 1 11",,1.1111_,-. - ---- --.._.,,,.,__,.__.._.,._'___._.._....__.._._... ___.............._____._..-,.,_,. 440 /' ._._,.:,_,.,_ ..-. "nicacf ...__._...,_...._.. / 11-'--11-__ _...._......_. / 1111_ ..,....�...,._ -.________.. ,_..,.,_.._...._._. _. __.,..»...-, _._m_. ........_ ._,..._.-'___.W,._...... - .._______ -1,111____-..._._....�...._.....:.,-- _._, .. _....»_.-.. ._._.__._....__-'"...:.::..........._.:1 cfc 435 ft rho-.aeGrfy,,,:95% ��._.-________'_'___'__�____.::,,._._.......,.,._. 51832 MIS 435 10 0.63 0.68 0.56 0.83 4.0 2.26 0.56 2.26 0.016 0.012 0.020 0.053 _,_....-111,1...:._,.,....... -'1n'-'oll--fili 1111_-..._,..__._.-1-111.-�-.-,- areas.- Typ:) /.,,,,,_______-__„„....,.._..,.._.. ..._.,.____.._..-._. _._._.._... ,__ .._....__„_________.._._..._ 1___1-1-1__ 1,111_,„„,,,.,. _,- _______ I._. _ 0.01 430 _._ 1-111, --_ / ._.-_"_____'�'_____ y_ 11-1-1 ___ -1- - .., _,.., -1-1-1-1 _ _....... 1-1-1-1--1-1-11 __-. ,__ - _ __ _ .-.- ,,1-1-1-1._ _,-_ -_ _.--.___.._. _ - .� 430 __-_. - _........,. --1111.. __ __-___--1-1-1-1. -1,111.,-. /---1,111 _._._..._ - -___. - - + ------;_-.._._.._,,. _ _ ... I:.. _. .. _ 425 ..._ _-..'..r >� _.. -.,. _...___. 11.1..1-.. -...._..... ._...._. _...._... -,1-11_-1._ . _.._ ,..,-__..,_-_„_._ 1111 _i ........ ..:-.. „.-1111 1111 .:.:...... 425 0+00 UIT DIV 1+00 2+00 Sanitary (M Storm Sewer, STR-37 to STR=40 S1 O SCALE: 1"=10' Vert.; t"=30' Horz. Storm Sewer, STR-20 to STR-16 $10 SCALE: 1"-10' Vert.; 1"-30' Horz. 475 465 ---'- �__,:-.:_, .,._.__._.,,,.� ._.__ --- 465 SCALE: 1'=10' Vert.; 1"=30' r..__._,_._._,-- . _ _ _ LO -204 6[ormwater Intel Computations 460 `` 3 ,:.1 .__ ..__1_1_c5___._-_1____.,.-1--1-11 _ 480 __ _- _,-_ ..- ... _. _ ,_.,.1__-- ___ m. -- Sag Inlets Only .. _ FN -�.. 111 .__ g 2 m r = $ a v �a a ci 0 c rc 1.u3 a ... a E y r = g U o o 8 d t°- o m s 0 5 60 > a x t7 - 1 m e 5 $ w as E o ^ ,n o _yy 8 g Q = 0 3 a E 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 --._- ' 440 ft yeas. (Ty 4 -..... 11 .......11. ac 440 EI 1111. 1111.. uVhr Gra - cls(oft) ca) (OIs) (min) 1111.- '/' f /' R fl _. 1111.. i _ ..,.� 1111:. ...... crs cfc O ft ft 51832 MIS 430 10 0.63 0.68 0.56 0.83 4.0 2.26 0.56 2.26 0.016 0.012 0.020 0.053 7.19 0.27 99% 2.24 0.01 4.93 0.22 v00T Std, SL 1 sa(uty _ 111-1 '.- 1 slab to be Prov tled 1n .... �.. :: : :.: :. 7__ f - - _, 450 STR-30 STR-30A 0.85 0.85 0.72 0,72 5.0 STR30 1)13C 452.10 141 0.85 0.81 0.691 15 4.0 2.751 L 2.75 0.016f ........:.........._,....,.._,..,..;._...,,.._._µ__._ 0.035 --.@ 1 _. __ t __-_ __ 100% 2,751 0.00 0.1661 0.51 0.336 4.76 STR-19 STR-16 0.47 0.85 0.40 0.40 5.0 6.81 2.72 456.08 454.33 151.2 1.16 15 6.95 3.32 0.76 STR-18 STR39 al 0.90 14 0.78 0.51 0.40 4.42 4.0 1.69 113.1 1.59 0.018 15 0.020 5.19 0.36 STR-17 100% 1.59 0.00 0.113 OS 0.226 &S3 6.50 SAO 446.501 446.00 49.2 1.02 .15 8.46 7.55 0.11 STR-8 D138 12 0,27 0.53 0.14 4.0 0.57 0.57 0.016 0.05 0.020 1.48 0.12 100% 0.57 0.00 STR36 STR-35 0.39 0.87 0.34 0.34 5.0 6.81 2.31 449.00 448.50 26.2 1.77 15 11.17 7.33 0.06 STR43 D13C 12 0.38 0.53 0.24 6.61 1.63 1.63 Dole-. 0.030 100% 1.63 0.00 0.127 0.5 0.254 4.23 STR36 DISC 12 0.39 0.90 0.35 0.02 40 1.40 0.02 1.40 0.016 0.12 0.020 444.88 46.8 1.86 IOD% 1.40 0.00 0.107 0.5 0.214 5.34 STR-38 0.78 0.51 0.40 0.42 7.0 6.28 2.61 443.88 442.22 52.2 3.18 15 14.96 3.09 0,28 STR-38 STR-37 0.27 0.53 0.14 a56 7.3 STR-45 Oil 441.02 a 0.26 0.87 0.23 15 4.0 0.90 0.27 .090 0.016 0.034 0.020 0,083 3.07 0.19 100% 0.90 DOD STR-16 0138 I 10 0.69 0.85 0.59 4.0 2.35 0.00 2.35 0.016 0.015 0.020 0063 7.94 0.28 100% 2.35 0,00 STR-14 STR-46 6.79 0.64 4.35 4.35 10.0 5.62 24.44 467.95 466.00 67.8 2.88 24 38.35 12.99 0.09 6TRi6 STR45 0.00 0.00 0.00 4.35 10.1 STR-19 DI -3B- 464.00 12 0.47 0.85 0.40 24 4.0 1 D 0.16 1,60 0.016 0.013 0.020 0.083 6.7 0.26 t00% 160 000 SIR -18 DL3B 8 0.36 0.90 0.32 1.16 4.0 1.30 0.00 129 0.016 0.013 0.020 0.083 5.91 0.24 100% 1.29 0.00 3.4 1.28 STR_45 STR-20 0.26 0.85 0.22 4.97 10.3 5.57 27.71 444.25 440.64 33E3 1.00 30 41.1 9 0.63 STR-20 STR-34 95.83 0.40 37.95 37.95 25.3 STR-17 013C 435.04 8 0.16 0.82 0.13 54 4.0 0.52 0.00 0.53 0.016 0.001 0.020 a063 7.37 0.31 10016 0.53 0.00 Approach Spread Left 80:5 STR-17 DISC 54 6 0.11 0.62 0.09 4.0 0.36 0.00 0.36 0.016 0.001 0.020 0.083 5.93 0.25 1001 0.36 0.00 Ri ht STR-17 all 8 0.27 0.82 0.22 4.0 0.69 0.00 0.89 0.016 0.020 0.083 100% 1.26 0.00 _"pPmaShspread 0,24 0.5 0.48 5.87 STR-17 DISC 8 0.16 0.82 0.13 6.6 0.85 0.00 0.85 0.016 O.W7 0.020 0.083 8.34 0.31 7CNW 0.85 0.00 Approach Spread Calc lafl (Check Storm) STR-17 01 3C 6 0.11 0.82 0.09 6.6 0.59 0.00 0.59 0.076 0.001 0.020 OA83 7.83 0.28 ICC% 0.59 0.00 A proach 5 ad Calc Ri Check Storm STR-17 0136 8 0.27 0.82 0.22 6.6 1.44 0.00 1.44 0.016 0.020 0.083 100% 1.26 0.00 0.29 0.5 0.58 809 475 465 ---'- �__,:-.:_, .,._.__._.,,,.� ._.__ --- 465 SCALE: 1'=10' Vert.; 1"=30' r..__._,_._._,-- . _ _ _ Horz. 460 `` 3 ,:.1 .__ ..__1_1_c5___._-_1____.,.-1--1-11 _ 480 __ _- _,-_ ..- ... _. _ ,_.,.1__-- ___ m. -- 460 .. _ FN -�.. 111 .__ .-I-T., AAO . 1 111 1111. .-.. o Q., 1.u3 a ... 1111 Prof: Noaye" Center District: Rio 455 , _ 'P n 111111-0.- _ -ov .1 _-.: a a 1111. .........._:: '1111_::: 455 Rs�65.= EInaI Grade..:.1. ::: Tot Tot Up .1.11 I450 Inv Pipe Pipe Velocity Flowtime --- 450 Cost AC 281 ^--- -1111..._ ..... 15 HOPE -0 1 8% .-._ ._. ....... Int 445 Inv _- ...... - 445 lam N - Cap Inc 470 oa_1 '+--Ir eompaafi n underpipes ;:: - 4 70" RCP 0 7 PR_^"-' "`- -- --._- ' 440 in all_.iill::: yeas. (Ty 4 -..... 11 .......11. 1 1 1 1 . 440 EI 1111. 1111.. i .....<...................111.. f .-,_1111 (in) - K6-' ca) (OIs) (min) 1111.- / ... ..... ... 4 435 1111 ...-- _. 1111.. i _ ..,.� 1111:. ...... 1.111::: 435 10 .. ............ .._,,. ............. ......_., _.. _.. ... ......._-1..111. 11 430 -11.11- .:.... _ ....: e 1111 1 ..... 430 0.83 0+00 1+00 C Storm Sewer, STR-35 to STR-36 S10 SCALE: 1'=10' Vert.; 1"=30' Horz. (F'� Storm Sewer, STR-30 to STR-30A �0 SCALE: 1"=10' Vert.; 1"=30' Horz. 465 460 I M Storm Sewer, STR-31 to STR-32 �o SCALE: 1"-10' Vert.; I'-30' Horz. 3 1 Side - Slopes B Denotes Heavy Duty Pavement on Sheet 57 Typical Section For G Heavy Duty Pavement ___ S1O NOT TO SCALE / 0 B i O O o oe Side Slope Corded /03S A—] �- 6" Solid Drains From Downspouts Section B-0 Plan View Rain Carden Detail _._ ...._..___.._ St o Not to Scaleso -.. ...- ...... 440 1 111 _. _. .......... 11::. 1111... .._:: .._ .._ -__. 1111 111 1111..,. ...._... _ , ... :._.::: 440 0+00 1+00 2+00 - MR 1" = 40' _. ., : .. __ _ .. _ LO -229 Storm Drain Design Conifations -1111_--- 1 =30' .. .: .1 .W. _ _ _ s .. -1111. a .. 480 __ _- _,-_ ..- ... _. _ ,_.,.1__-- ___ m. 11I--._.. _.. .. _ _ 1111 r. .--1111.. _._,_„�._____________ r ,a,__. _.�. o ,_,._..__v._.__,_.,_, _ 0_c, -'g _ .. _ FN -�.. 111 .__ 480 Route: 29 8 Interior Roads County: Albemade Dena tion: Pipe Calculations Prof: Noaye" Center District: Rio From To Paint Catch Runoff Inc Accu. Tat Tot Tot Up on lPipe Inv Pipe Pipe Velocity Flowtime Point A Cost AC __ool AC To Int Flow Inv InvLen 3 lam N - Cap Inc 470 oa_1 '+--Ir a ._. ,.. � (ac) - 4 70" RCP 0 7 PR_^"-' "`- -- --._- ' 470 (min) (mi (da) EI EI (ft) % (in) - K6-' ca) (OIs) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 11 15 16 17 SIR -32 ST'l 0.83 0.68 0.56 0.56 5.0 6.61 3.84 459.24 458.75 65.5 0.75 . - _.-...,M. _ j- 15 5,58 4.93 0.22 v00T Std, SL 1 sa(uty _ 111-1 '.- 1 slab to be Prov tled 1n .... �.. :: : :.: :. 7__ f - - _, 450 STR-30 STR-30A 0.85 0.85 0.72 0,72 5.0 6.81 4.92 452.10 452.00 18.2 0.55 15 6.23 5.65 0.05 --...__ _ 1111 �.:...._._._._,...,.. ,:___:__.: ._.___.�_.__.,.,_ :.:__ _,.,-""_,..,-,_ ........:.........._,....,.._,..,..;._...,,.._._µ__._ 445 --.@ 1 _. __ t __-_ __ _ _­_ ___ 1-1-11_. _. _ _ ,.__ �_ STR-19 STR-16 0.47 0.85 0.40 0.40 5.0 6.81 2.72 456.08 454.33 151.2 1.16 15 6.95 3.32 0.76 STR-18 SYR -17 0.30 0.90 0.27 0.67 5.8 6.60 4.42 454.23 453.33 113.1 0.80 15 5.76 5.19 0.36 STR-17 STR-17A 0.33 0.851 0.28 0.95l 6.11 6.50 SAO 446.501 446.00 49.2 1.02 .15 8.46 7.55 0.11 STR36 STR-35 0.39 0.87 0.34 0.34 5.0 6.81 2.31 449.00 448.50 26.2 1.77 15 11.17 7.33 0.06 STRAO STIR 39 0.02 0.90 0.02 0.02 5.0 6181 0.12 445.75 444.88 46.8 1.86 15 11.45 1.69 0.46 STR-39 STR-38 0.78 0.51 0.40 0.42 7.0 6.28 2.61 443.88 442.22 52.2 3.18 15 14.96 3.09 0,28 STR-38 STR-37 0.27 0.53 0.14 a56 7.3 6.21 3.47 441.02 439.31 113.3 1.45 15 10.09 7.43 0.27 STR-14 STR-46 6.79 0.64 4.35 4.35 10.0 5.62 24.44 467.95 466.00 67.8 2.88 24 38.35 12.99 0.09 6TRi6 STR45 0.00 0.00 0.00 4.35 10.1 5.61 24.37 464.00 461.50 122.6 2.04 24 32.39 11.34 0.16 STR-22A STR45 1.16 0.35 0.41 0.41 8.0 6.05 2.45 457.29 444.35 260.9 4.96 30 91.6 3.4 1.28 STR_45 STR-20 0.26 0.85 0.22 4.97 10.3 5.57 27.71 444.25 440.64 33E3 1.00 30 41.1 9 0.63 STR-20 STR-34 95.83 0.40 37.95 37.95 25.3 3.67 139.19 435.04 433.20 13f3 1.29 54 223.34 14.35 0.16 6TR34" STR-33 6.50 0.71 4.82 42.56 25.5 3.85 143.53 430.46 430.00 80:5 0.80 54 151.81 1087 0.12 `Ncte: Flows shovm far STR34 to Si reflect routed flows from SWM facility provided in Biofllter #1 -.. ...- ...... 440 1 111 _. _. .......... 11::. 1111... .._:: .._ .._ -__. 1111 111 1111..,. ...._... _ , ... :._.::: 440 0+00 1+00 2+00 - MR 1" = 40' _. ., : .. __ _ .. _ I "'' o ^ ..1111- _. Vert., -1111_--- 1 =30' .. .: .1 .W. _ _ _ s .. -1111. a .. 480 __ _- _,-_ ..- ... _. _ ,_.,.1__-- ___ m. 11I--._.. _.. .. _ _ 1111 r. .--1111.. _._,_„�._____________ r ,a,__. _.�. o ,_,._..__v._.__,_.,_, _ 0_c, -'g _ .. _ FN -�.. 111 .__ 480 e 1111. o O ,.� t_ ,pW i�� '_" .. p 1 11 , r I'll ( I�T I o_ ..4)1411=o ., 475 -?t 1111 d' :. .�.. _.._.._._:-� �'IIt_. �o - _- 1 475 __ool ,n _ ., '_ 11 11 ° a., ..y ���_ `.- "ttCP n III_ :._ 042/_ N - .:I I 470 oa_1 '+--Ir a ._. ,.. � a ._� _- v, ",. � -- - 4 70" RCP 0 7 PR_^"-' "`- -- --._- ' 470 v.11,3 = ._ _ _._. -. ----- ._ -. _:- -- .. - K6-' ,._. 1111 » - ...._..,...r,_. L. r -- --="'F-=.'=' -_ __.., - _. 11 1-1.._ - _ -1 465 " "� `- _ _ -L- - . �40y'1 --- -"_- sa' - 24 PCP o zp% I 11 :. - 465 11 - -.«- - _, _ � _ _-- 11 460 _ _ _. ... .. I :. :: .:: 1 , .:. 460 455 _. I_ 11 . - _.-...,M. _ j- ..-1_1_11._ _ :.::..__,:_,._._..- .-._.,..._._._,-_ ... _ _.._ . _- _._.,..... ._.�,...._. _, 1111 __- I _ _----. ----+- _ _._ ___ I_m.: _:.:,:_._..-...::._. --_-11 455 v00T Std, SL 1 sa(uty _ 111-1 '.- 1 slab to be Prov tled 1n .... �.. :: : :.: :. 7__ f - - _, 450 1 1!116 Sructi,ra .. r 1111 - .-- - . _...,_.._ _ __.., _ _ __ _--1-111 _,.__ 1-111.-1111, , ._...... _ .._,___._______........-t_____.___ 450 .. _ p.. - 1-1„-11,_ .. _... .. .. .. -1-11_ -_ _. .. --'_ _ .-_1.,,,... 1111 __ __._._.....,._m____ _ , "=., _, -.. .. _ ............. ..._.----4.-.._.._._....._ .... ,. _1111,_, ,__ .,_._.._.. 445 - __w.�: ._ _ __::.,.__,___.__________.__. : -I..._"_."__'_' _11.1-11 --...__ _ 1111 �.:...._._._._,...,.. ,:___:__.: ._.___.�_.__.,.,_ :.:__ _,.,-""_,..,-,_ ........:.........._,....,.._,..,..;._...,,.._._µ__._ 445 --.@ 1 _. __ t __-_ __ _ _­_ ___ 1-1-11_. _. _ _ ,.__ �_ -.. ...- ...... 440 1 111 _. _. .......... 11::. 1111... .._:: .._ .._ -__. 1111 111 1111..,. ...._... _ , ... :._.::: 440 0+00 1+00 2+00 - MR 1" = 40' Sewer, STR-45 to Exist. STR-12 $j o SCALE: 1'-10' Vert., -1111_--- 1 =30' .11 Horz. Concrete Sidewalk 4 - 3000 PSI .,. +" Y3 tz'1.'i.. \-4" VDOT 2IA Typical Pawing Section Concrete Sidewalk Q141601KI1:125 3 of SM -9.5A 50% Sond/30% Topsoil/ 20% Leaf Mulch (Sond: 0.02" -0.04', ASTM C33 Fine) Gravel (AASHTO M43, 1/2'-1") b1'1"1'__m2_ f^'M.X„r"t -�'.`���-s?c'�� � Typical Paving Section , r1 Parking Areas SAO NOT TO SCALE FINAL SITE DEVELOPMENT PLAN FOR PHASE 1 NORTHTOWN CENTER Rio District, Albemarle County, Virginia WIDTH VARIES 4,000 PSI Concrete 6" 'Y sXx t`YP) 3' i -F_ COMPACTED SUBGRADE #4 ® 12" 4" VOOT 21A 95% COMPACTED EACH WAY Typical Paving Sectio, Concrete Pavement & Dumvster Pad 00 I NOT TO SCALE Sheet No: Drawing Title: SIO of 14 STORM PROFILES Scale: 1" = 40' I Drawn By. JOB I File Name: 45-110 Date: 06.12.06 1 Checked By. TRIM I Project No.: 5072 O4_� Omin 'minion ")DY �0,�JDe©velopment q�Y��6B V" Resources, LLC d a 172 South Pantops Drive �, 9 Charlottesville, VA 2291 1 6z434.979.5121 (p) 434.979.1631 (0 ,,Wove 11.11,, Lic. No. 30542 f. Ar, 4�0 NOTES: 1. The biofilter soil mix will be "Luck Bio -Filter Mix" or a tested equivalent approved by the county engineer. 2. Biofilters must not be installed until the site is determined to be adequately stabilized by theerosion control and water resources inspectors. 3. Contractor shall contact the water resources inspector 24 hours prior to backfilling the biofilter and request an inspection and approval of the under -drain installation and the soil mix. (434) 296-5861 4. The Bio -Filter soil mix must be stabilized with sod or native wildflower/native gross mix, planted in plugs or seeded, with heavy straw mulch or 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. All PVC pipe to be Schedule 40 or equivolent. 6. Elevations shown on this detail are for Bio -Filter 1. Refer to Detail A/S4 for elevations of Bio -Filter 2. 7, 3,633ft2 of Biofilter #1 is required to serve the Phase 1 portion of the development proposed with this site plan. The remaining 2,017ft2 of biofilter will service a portion of Phase 2. Additional facilities will be necessary to meet the BMP requirements for Phase 2. A BMP Detail $11 Not to Scale STONE WEIR Emergency Spillway for Bio -Filter 2 only Weir Elev= 439.2 TOP OF BERM 2.5 EIev=443.50 + `� v Elcv=44 . 0 ORIGINAL SEDIMENT TRAP SIDESLOPE PROVIDE PIPES ACROSS ENTIRE WIDTH AT 20 FT O.C. SIDE SLOPE REGRADED TO 3:1 (MAX) 50% SAND/30% TOPSOIL/. 20% LEAF MULCH (SAND: 0.02"-0.Ge, ASTM C33 FINE) `UNDERDRAIN GRAVEL (AASHTO M43, 1/2"-1') WRAPPED IN FILTER FABRIC REMOVE SILT AND SEDIMENT AFTER FINAL STABILIZATION. REPLACE WITH LOAM OR GRANULAR EARTH FILL. �4'� 1' 0.5' Surface of Biafilter; Eley Varies B1 Weir Wall* Weir Detail S11 Scale: 1"=2' 12" CMU Grout Filled #4 Rebar 16" C.C. 3" � 12" 9" --i #4 Rebar 4" 6" C.C. 8„ 3,000psi 4" Canc. 3" 6" 6" 6' 3" B2 Weir Wall Footer Detail $� Seale: 1"=1' C •do -I win ai-ak, top tlev. 4.y9.nu Stormwater Conveyance Channel Profile, SCC -1 S11 SCALE: C=10' Vert.; 1 30 -' -- -' -... --- Harz. ) ! /•1 /l l i1 (( Ill l // /! /! 1/ / I // __-__-."_._ -_ _ f I 1 i t 1 New Treeline! q, 'B f i0r ids j01W % CC- / 465 ..._. .....- _... .... ..._.. ...... ,........ _._._ *Structural HDPE Trk ::. _ ::- :� ....... ...... ..... ...... .........465 LINING Rack Manufactured 475 450eia=riper" 1 5' =. .. _ _ : ::. _....�_ s Plastic Solutions, Ir __. _..-_.. ..._.__..._.... : ___ _.-�:..:___... _.._.. __.:.:.. 475 East. G9de (540)-722-4694 Concrete w/2:1 Side Slopes 10+00 to 11+30 ... 0 (or approved equal; WOT EC -2 Blankel/Motting ..... + = Trash Rack* 0 470 - - �. 1 -';=, CrestElev=436.45 - : 1 .. _ ... -. __ ... ..... .�._.. - .. .. _ ... - _470 ..�,.� ....... ..- ..... ....... 455 _: .. ...... . _.�..'" Orifice .................. .. _. ....... ....._ ... .....455 =-.-__.._..`..w=. �..:�,�. �`�-`-:' 420 EIev=434.60 0.30 t_. 006 : : j Centerl'ne of Proposed 1.48 1.81 4651 f ---- Trash Rack* " - -- 0.83 7.07 shourneoe,__ 1 - 9" Orifice EIev=433.60 ...._ 60"0 CMP from STR-4 Inv Out _. :: ..... .. ....450 0.123 60"0 CMP to STR-43/ EIev=431.60 (Channel ... ...._ .-.. .........� ...._ 24"9 HOPE ...... - . _. _ 2.34 0.90 ....._ ....r- .....-. ........ 0.831 Inv In 24"0 HDPE 100 EC -2 � MP Plate ... EIev=431.70 ... _ , . .__ _.... ___. 6R,ser age* _... _--_._.--- 445 To STR-42 4.0 0.05 0.25 2.45 0.90 6.54 Exist Grade � _. 6.55 1.00 EC -2 455 14 0.11 0.32 Stormwater Conveyance Channel Profile, SCC -1 S11 SCALE: C=10' Vert.; 1 30 -' -- -' -... --- Harz. ) ! /•1 /l l i1 (( Ill l // /! /! 1/ / I // __-__-."_._ -_ _ f I 1 i t 1 New Treeline! q, 'B f i0r ids j01W % CC- / 465 ..._. .....- _... .... ..._.. ...... ,........ _._._ 455 ::. _ ::- :� ....... ...... ..... ...... .........465 LINING Stationing 475 450eia=riper" 1 5' =. .. _ _ : ::. _....�_ s _...-. ..._: _ .. __ _..__._ _ __. _..-_.. ..._.__..._.... : ___ _.-�:..:___... _.._.. __.:.:.. 475 East. G9de i.0 Concrete w/2:1 Side Slopes 10+00 to 11+30 ... 0 460 WOT EC -2 Blankel/Motting ..... ... ....- 0 470 YDOT EC -3, Type A Blanket/Matting - �. 1 -.. :. - : 1 .. _ ... -. __ ... ..... .�._.. - .. .. _ ... - _470 ..�,.� ....... ..- ..... ....... 455 _: .. ...... . _.�..'" 425 .................. .. _. ....... ....._ ... .....455 =-.-__.._..`..w=. �..:�,�. �`�-`-:' 420 0+00 0+50 0.30 t_. 006 : : j Centerl'ne of Proposed 1.48 1.81 4651 f ---- 0.09 " - -- 0.83 7.07 shourneoe,__ 2.02 ...._ 465 11 _. :: ..... .. ....450 0.123 5.9 5.2 (Channel ... ...._ .-.. .........� ...._ ..... ...... - . _. 0.24 2.34 0.90 ....._ ....r- .....-. ........ 0.831 5.52 6.35 100 EC -2 460. 445 ... .. ... _ , . .__ _.... ___. _....- _... _--_._.--- 445 460 4.0 0.05 0.25 2.45 0.90 6.54 Exist Grade � _. 6.55 1.00 EC -2 455 14 0.11 0.32 _ ::� :.::: .::::: :: .__ \ -.- _ 4.13 of ...... ::::455 :.::: 0.05 : . - 440 0.88 ..... - .. ... 0.99 EC -2 .. ... 14.7 0.06 0.31 0.019 0.212 7.9 4.7 _. 4.13 5.12 0,090 435 Des .. 4.19 0.70 :: - : : ... ... ... - 435 6.83 : ::- :; _ 450 .. _ .. .. ... 450 .. ... .: _ _ . r 10+50 . .. :: 12+00 12+50 a Soo4 7...... ... ._ .._ ,...... .._ 445445 113 0.68 0.35 10.238 0.238 15.0 3.4 0.81 ... 4.60 0.130 4.0 0.015 ... .. 4 -. .. ... .. -. { 0.49 Paved Flume 440 _ .. .. _. .... - _. ... . ... .. ... .::: :. f : :: 440 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 Stormwater Conveyance Channel Profile, SCC -1 S11 SCALE: C=10' Vert.; 1 30 -' -- -' -... --- Harz. ) ! /•1 /l l i1 (( Ill l // /! /! 1/ / I // __-__-."_._ -_ _ f I 1 i t 1 New Treeline! q, 'B f i0r ids j01W % CC- / 465 ..._. .....- _... .... ..._.. ...... ,........ _._._ 455 ::. _ ::- :� ....... ...... ..... ...... .........465 LINING Stationing -y._..--_�-�- 450eia=riper" 1 5' -"i'"-i----e.- 450 _� �. 10+00 to 14+00 I s Y. 41 _- 445 14+00 to 14+70 .. .. East. G9de i.0 Concrete w/2:1 Side Slopes 10+00 to 11+30 ... 0 460 WOT EC -2 Blankel/Motting ..... ... ....- 0 -.. \... : YDOT EC -3, Type A Blanket/Matting ..... ... .._.460 ---.._.-..-..-.--..-� ... .......... ..._ ........ . .. .._-_ .._ .�... __ ... ..... .�._.. _ :................ ..�,.� ....... ..- ..... ....... 455 _: .. ...... . _.�..'" 425 .................. .. _. ....... ....._ ... .....455 =-.-__.._..`..w=. �..:�,�. �`�-`-:' 420 0+00 0+50 0.30 t_. 006 Centerline of Proposed 5.5 __. ....." 1.48 1.81 0.020 --- f ---- 0.09 Stormwater Conveyance 0.83 7.07 450 2.02 ...._ :- ... /, .._..................Channel 11 _. :: ..... .. ....450 0.123 5.9 5.2 -... ....... ... ...._ .-.. .........� ...._ ..... ...... - . _. 0.24 2.34 0.90 ....._ ....r- .....-. ........ 0.831 5.52 6.35 100 EC -2 12 445 ............ 0.035 ..........f.. _ .._._. .-__-_ 6.6 .__ _.... ___. _....- _... __.. ::: 445 0.022 4.0 0.05 0.25 2.45 0.90 6.54 1.03 J 5.52 6.55 1.00 EC -2 13 14 0.11 0.32 0.035 0.193 7.3 440 0.93 4.13 of 0.025 :.::: 0.05 : . - 440 0.88 ..... ... .. ... 0.99 EC -2 .. ... 14.7 0.06 0.31 0.019 0.212 7.9 4.7 _. 4.13 5.12 0,090 435 Des .. 4.19 0.70 :: - : : ... ... ... - 435 6.83 0.78 EG3, Type A 430 .. ... .. ....... .. ... .. ... .: _ _ ..- 430 10+00 10+50 11+00 11+50 12+00 12+50 Stormwater Conveyance Channel Profile, SCC -5 --_ ... ......... ......-.._ S11 SCALE: 1"=10' Vert.; 1"=30' Harz. 420 Stormwater Conveyance Channel Profile, SCC -4 SCALE: 1"=10' Vert.; 1"=30' Harz. 8" HDPE Perforated Pipe VDOT Class I Backfill Provide Filter Fabric around Perimeter French Drain Detail Notto Scale . --_...._._..._.. -- .--............. - - - - -- - - -- $11 Not 24" HDPE- 90' Bend- L1 - 3" Orifice EIev=431.60 $� Scale: 1" = 2' ( " 1 Section A -A, Profile $11 Seale: 1"=30' Horz., 1"=10' Vert.. ��-jjj0.5' --0.5' STORMWAIER CONVEYANCE CHANNELS 455 Retomin-�lo��Q W 455 LINING Stationing -y._..--_�-�- 450eia=riper" 1 5' -"i'"-i----e.- 450 _� �. 10+00 to 14+00 I s Y. 41 _- 445 14+00 to 14+70 --- a x re' ___445 i.0 Concrete w/2:1 Side Slopes 10+00 to 11+30 5 0 1.5 WOT EC -2 Blankel/Motting TIP 440 0 / YDOT EC -3, Type A Blanket/Matting 435 ---.._.-..-..-.--..-� 435 -----s'-eters-fvzeP 430 430 - + 425 --- - - - ------- 425 420 =-.-__.._..`..w=. �..:�,�. �`�-`-:' 420 0+00 0+50 ( " 1 Section A -A, Profile $11 Seale: 1"=30' Horz., 1"=10' Vert.. G Section A -A, Plan S11 Scale: C=30' Channel ��-jjj0.5' --0.5' STORMWAIER CONVEYANCE CHANNELS Nonhtown Center SCC W 0 LINING Stationing 1 D 1 5' WOT EC -2 Blanket/Matting 10+00 to 14+00 I 0 1.5' War EC -3, Type A Blanket/Matting 14+00 to 14+70 q 0 i.0 Concrete w/2:1 Side Slopes 10+00 to 11+30 5 0 1.5 WOT EC -2 Blankel/Motting 10+00 to 11+00 5 0 / G Section A -A, Plan S11 Scale: C=30' Channel Note: Sol has been removed from the plans. Stormwater Conveyance Channel Schedule $1 Not To Scale 5 sh by c. 1 J to be Anchored to Ind Bottom of the Riser and Bolted into Wall of EIev-436.45 to STR-42 5.55" 1.75" (-1-0.5" Typ) 0.5' II ffII tandard Retaining Block ko.0"-IF0.5 x91.0" 16.75" DETAIL A Standard Retaining �8(orr�ettlack -- 16.75" 4.0 a anter Book DETAIL B Planter Block Setback O Redi-Rks lnlemational Block Setback C Biook setback H Tubical Retaining Wall De -tail S11 NOT TO SCALE - - ___-- NOTE: TO BE USED ON RETAINING WALL OVER 4' IN HEIGHT. E 4' till S11)Scale: 1" = Z' The applicant shall restore the channel from the property line of TMP 45-110 to the permanent pool of the first Corrsbrook Pond on TMP 45B1 -01 -OA -3 as a compromise solution for meeting MS19 "Adequate Channels" as per the agreement reached between the applicant and the County on May 29, 2008. The applicant will excavate the channel to the cross-section designed by Albemarle County Engineering and provided to the applicant on January 4th, 2008. A copy of this cross-section is shown as detail H/Sll on Sheet Sll of the Final Site Plan. The routing of the channel will follow the natural course of the stream to the best extent possible. A detailed route will be provided for the County's review and approval prior to commencement of channel restoration. In the event the County would like to modify the route, the applicant agrees to route it as directed, Theabove agreement requires the applicable permits from DEQ/ACOE, as well as permission or easements from the property owners affected by the restoration. The applicant shall request permission from the affected land owners upon issuance of a grading permit for Phase 1 of Northtown. Once permission is granted by all affected property owners the applicant shall have the route designed and submitted for approval by the County. Upon approval of the stream routing, the applicant shall apply for and obtain all necessary DEQ and ACOE permits. The applicant shall also submit a plan for stream diversion while the work is being performed for approval by the County. As per the agreement reached, the applicant will seek permission from the affected land owners for a time period that starts at issuance of a grading permit and extends for two years. after the first Certificate of Occupancy is granted for the site. If permission from all affected land owners is not obtained within that time frame the applicant shall not be required to restore the channel. If permission is granted by all affected land owners, but DEQ/ACOE will not permit the work, the applicant cannot, through no fault of their own, perform the restoration. Typical Cross -Section for Offsite Improvements 1)for Adequate Downstream Channel S11 NOT TO SCALE ��-jjj0.5' --0.5' STORMWAIER CONVEYANCE CHANNELS Nonhtown Center SCC W 0 LINING Stationing 1 D 1 5' WOT EC -2 Blanket/Matting 10+00 to 14+00 I 0 1.5' War EC -3, Type A Blanket/Matting 14+00 to 14+70 q 0 i.0 Concrete w/2:1 Side Slopes 10+00 to 11+30 5 0 1.5 WOT EC -2 Blankel/Motting 10+00 to 11+00 5 0 1.5' YDOT EC -3, Type A Blanket/Matting 11+00 to End Note: Sol has been removed from the plans. Stormwater Conveyance Channel Schedule $1 Not To Scale 5 sh by c. 1 J to be Anchored to Ind Bottom of the Riser and Bolted into Wall of EIev-436.45 to STR-42 5.55" 1.75" (-1-0.5" Typ) 0.5' II ffII tandard Retaining Block ko.0"-IF0.5 x91.0" 16.75" DETAIL A Standard Retaining �8(orr�ettlack -- 16.75" 4.0 a anter Book DETAIL B Planter Block Setback O Redi-Rks lnlemational Block Setback C Biook setback H Tubical Retaining Wall De -tail S11 NOT TO SCALE - - ___-- NOTE: TO BE USED ON RETAINING WALL OVER 4' IN HEIGHT. E 4' till S11)Scale: 1" = Z' The applicant shall restore the channel from the property line of TMP 45-110 to the permanent pool of the first Corrsbrook Pond on TMP 45B1 -01 -OA -3 as a compromise solution for meeting MS19 "Adequate Channels" as per the agreement reached between the applicant and the County on May 29, 2008. The applicant will excavate the channel to the cross-section designed by Albemarle County Engineering and provided to the applicant on January 4th, 2008. A copy of this cross-section is shown as detail H/Sll on Sheet Sll of the Final Site Plan. The routing of the channel will follow the natural course of the stream to the best extent possible. A detailed route will be provided for the County's review and approval prior to commencement of channel restoration. In the event the County would like to modify the route, the applicant agrees to route it as directed, Theabove agreement requires the applicable permits from DEQ/ACOE, as well as permission or easements from the property owners affected by the restoration. The applicant shall request permission from the affected land owners upon issuance of a grading permit for Phase 1 of Northtown. Once permission is granted by all affected property owners the applicant shall have the route designed and submitted for approval by the County. Upon approval of the stream routing, the applicant shall apply for and obtain all necessary DEQ and ACOE permits. The applicant shall also submit a plan for stream diversion while the work is being performed for approval by the County. As per the agreement reached, the applicant will seek permission from the affected land owners for a time period that starts at issuance of a grading permit and extends for two years. after the first Certificate of Occupancy is granted for the site. If permission from all affected land owners is not obtained within that time frame the applicant shall not be required to restore the channel. If permission is granted by all affected land owners, but DEQ/ACOE will not permit the work, the applicant cannot, through no fault of their own, perform the restoration. Typical Cross -Section for Offsite Improvements 1)for Adequate Downstream Channel S11 NOT TO SCALE (V D.5' ��-jjj0.5' --0.5' Nonhtown Center 2 15 - LO -268 Roodcide Ditch Caloulagon Earth Protective Lining B STA STA DA C CA Inc A. To 12 a2 Additional Flo" Total 2yr Flow Slope fbt All vel reelect n=.03 vel an n=.05 VEL DEP n=.015 an I DEP 110 a10 Additional Flows Total 10yr flow DEP Remarks SCC( 10 11 0.20 0.30 0,060 006 5.0 5.5 0.33 1.48 1.81 0.020 4.0 0.05 0.09 1.84 0.83 7.07 0.42 2.02 244 0.70 EC -2 11 12 0.17 0.37 0.063 0.123 5.9 5.2 0.64 4.13 4.77 D.020 4.0 0.05 0.24 2.34 0.90 676 0.831 5.52 6.35 100 EC -2 12 13 0.11 0.32 0.035 0,158 6.6 5.0 0.79 4.13 4.92 0.022 4.0 0.05 0.25 2.45 0.90 6.54 1.03 J 5.52 6.55 1.00 EC -2 13 14 0.11 0.32 0.035 0.193 7.3 4.8 0.93 4.13 5.08 0.025 4.0 0.05 0.25 2.59 0.88 6.34 1.23 5.52 6.75 0.99 EC -2 14 14.7 0.06 0.31 0.019 0.212 7.9 4.7 0.99 4.13 5.12 0,090 7.0 Des 0.26 4.19 0.70 6.16 1.31 5.52 6.83 0.78 EG3, Type A Soo4 tO 113 0.68 0.35 10.238 0.238 15.0 3.4 0.81 3.785 1 4.60 0.130 4.0 0.015 0.07 0.21 4.71 1.12 6.95 1 8.07 0.49 Paved Flume SCcs 10 1 11 297 0,35 1.040 1.04 11.5 3.9 4.08 0.017 4.0 0.05 0.20 272 0.88 5.33 5.54 0.98 EC -2 11 t2 003 035 0.011 1.05 12.3 3.8 4.00 0200 7.0 0.05 0.20 5.32 0.55 5.18 5.43 0.62 EG3, TypaA 72 12.5 0.01 0.35 0.004 1.054 12.6 3.8 3.96 0.400 7.0 0.05 0.20 i 88 0.46 5.12 5.39 0.54 EG3, Type A 'Note: SCC Calculations include flows from associated storm sewer systems and detention facilities (V D.5' c*J Section A -A Section C -C #4 Rebar #4 Rebar ® 12" O.C. Both Directions Structural IIDPE Trash *Rack Manufactured by Plastic Solutions, Inc. (54a)-722-4694 (or approved equal) 3.0' -Trash Rack* STR-34 Manhole W/DI-7 Top EIev=449.00 6" 9 Orifice EIev=447,00 r '0 Surface of Biotilte f EIev-446.00 Bio -Filter i - O_utlet ... Structure .uctur....._.e Detail S11 __..- _ NOT TO SCALE 0 12" O.C. ctions �ck.uvi i u -u Project Title: 21A Aggregate Base FINAL SITE DEVELOPMENT PLAN FOR is A3 Concrete PHASE 1 NORTHTOWN CENTER Rio District, Albemarle County, Virginia Sheet No: Drawing rhe: S1 I Of 14 DETAILS N Concrete Ener Dissipater --------- -'. - Scale: AS SHOWN Drawn By: CSN File Nome: 45-110 $11 Nat to Scale Date: 06.12.06 Checked By: TRM Project No.: 5072 Base �coao9s V onninion U/�f � a10.4 '` �Development '11", aP alt;!: Resources, LLC i 172 South Pari Drive ^ m Charlottesmtle, VA 2291 1 o�.ij,e --'' 434.979.8121 (P) tQ�ra 434.979.1681 (0 Lie. No, 30542 ��-jjj0.5' --0.5' 2 15 B 0 0.75 0.5' 0.25' L 0.5' 2' 2' c*J Section A -A Section C -C #4 Rebar #4 Rebar ® 12" O.C. Both Directions Structural IIDPE Trash *Rack Manufactured by Plastic Solutions, Inc. (54a)-722-4694 (or approved equal) 3.0' -Trash Rack* STR-34 Manhole W/DI-7 Top EIev=449.00 6" 9 Orifice EIev=447,00 r '0 Surface of Biotilte f EIev-446.00 Bio -Filter i - O_utlet ... Structure .uctur....._.e Detail S11 __..- _ NOT TO SCALE 0 12" O.C. ctions �ck.uvi i u -u Project Title: 21A Aggregate Base FINAL SITE DEVELOPMENT PLAN FOR is A3 Concrete PHASE 1 NORTHTOWN CENTER Rio District, Albemarle County, Virginia Sheet No: Drawing rhe: S1 I Of 14 DETAILS N Concrete Ener Dissipater --------- -'. - Scale: AS SHOWN Drawn By: CSN File Nome: 45-110 $11 Nat to Scale Date: 06.12.06 Checked By: TRM Project No.: 5072 Base �coao9s V onninion U/�f � a10.4 '` �Development '11", aP alt;!: Resources, LLC i 172 South Pari Drive ^ m Charlottesmtle, VA 2291 1 o�.ij,e --'' 434.979.8121 (P) tQ�ra 434.979.1681 (0 Lie. No, 30542 W 4' Wood Fence • i r l i . ! I r \ a -n n • -- - r"i ! ] - .. - _ _ 1 .. ,. !Max He '` I ! / .- I, I III t\ .i m ! ,. r!.; *tan £ / / / i i__ _ _ �\. '� ,. \ I I .\' r •'~ ;;-i .. -I / 1 j ":.. a'; .. ! .'We r I '! ! 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