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HomeMy WebLinkAboutSDP201400014 Plan - Approved 2014-12-16z 0 J_ n U m J a a CL Ln N O UjU Uj 0 0 a 0 v 0 N a 0 i N O U Z a V w ry DDJ Q w Q J U .3 0 0 0 N J Q M N M O U Q N U CO 0 (� o � � W O x N X ?kIVANNA WATER & SEWER AUTHORITT CHARLOTTESVILLE, VIRGINIA t00% %aROZET WATER TREATMENT ZONING MAP AMENDMENTS: ZMA -96 -14 (EFFECTIVE OCTOBER 1996— OCTOBER 2006) ZMA -2006 -004 (EFFECTIVE MAY 2006— OCTOBER 2016) 4.01 ACRES TO BE REZONED FROM LI TO LI PURSUANT TO SECTION 33.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE, THE OWNER, OR ITS DULY AUTHORIZED AGENT, HEREBY VOLUNTARILY PROFFERS THE CONDITIONS LISTED BELOW WHICH SHALL BE APPLIED TO THE PROPERTY, IF REZONED. THESE CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING AND IT IS AGREED THAT: (1) THE REZONING ITSELF GIVES RISE TO THE NEED FOR THE CONDITIONS; AND (2) SUCH CONDITIONS HAVE A REASONABLE RELATION TO THE REZONING REQUESTED. (1) PERMITTED USES OF THE PROPERTY, AND /OR USES AUTHORIZED BY SPECIAL USE PERMIT, SHAL`•- INCLUDE ONLY THE FOLLOWING SECTIONS OF THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT ON MAY 24, 2006; A COPY Cc' THE SECTIONS BEING ATTACHED HERETO: 27.2.1.2 FIRE AND RESCUE SQUAD STATIONS (REFERENCE 5.1.9) 27.2.1.9 CONTRACTORS OFFICE AND EQUIPMENT STORAGE YARD. 27.2.1.11 ELECTRIC, GAS, OIL, AND COMMUNICATION FACILITIES EXCLUDING TOWER STRUCTURES AND INCLUDING POLES, LINES, TRANSFORMERS, PIPES, METERS, AND RELATED FACILITIES FOR DISTRIBUTION OF LOCAL SERVICE AND OWNED AND OPERATED BY A PUBLIC UTILITY. WATER DISTRIBUTION AND SEWERAGE COLLECTION LINES, PIMPING STATIONS, AND APPURTENANCES OWNED AND OPERATED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. EXCEPT AS OTHERWISE EXPRESSLY PROVIDED, CENTRAL WATER SUPPLIES AND CENTRAL SEWERAGE SYSTEMS IN CONFORMANCE WITH CHAPTER 10 OF THE CODE OF ALBEMARLE AND ALL OTHER APPLICABLE LAW. (AMENDED 5- 12 -93) 27.2.1.12 PUBLIC USES AND BUILDINGS INCLUDING TEMPORARY OR MOBILE FACILITIES SUCH AS SCHOOLS, OFFICES, PARKS, PLAYGROUNDS, AND ROADS FUNDED, OWNED OR OPERATED BY LOCAL, STATE, OR FEDERAL AGENCIES (REFERENCE 31.2.5); PUBLIC WATER AND SEWER TRANSMISSION, MAIN OR TRUNK LINES, TREATMENT FACILITIES, PUMPING STATIONS, AND THE LIKE, OWNED AND /OR OPERATED BY THE RIVANNA WATER AND SEWER AUTHORITY (REFERENCE 31.2.5; 5.1.12). (AMENDED 11 -1 -89) 27.2.1.17 WAREHOUSE FACILITIES AND WHOLESALE BUSINESSES NOT INVOLVING STORAGE OF GASOLINE, KEROSENE, OR OTHER VOLATILE MATERIALS; DYNAMITE BLASTING CAPS, AND OTHER EXPLOSIVES; PESTICIIDES AND POISONS; AND OTHER SUCH MATERIALS WHICH COULD BE HAZARDOUS TO LIFE IN THE EVENT OF ACCIDENT. (ADDED 12 -2 -87) (2) NOT WITHSTANDING PROFFER #1, ON AND AFTER OCTOBER 1, 2016 THE FOLLOWING USES SHALL NOT BE PERMITTED: 27.2.1.9 CONTRACTORS OFFICE AND EQUIPMENT STORAGE YARD. 27.2.1.17 WAREHOUSE FACILITIES AND WHOLESALE BUSINESSES NOT INVOLVING STORAGE OF GASOLINE, KEROSENE, OR OTHER VOLATILE MATERIALS; DYNAMITE BLASTING CAPS, AND OTHER EXPLOSIVES; PESTICIDES AND POISONS; AND OTHER SUCH MATERIALS WHICH COULD BE HAZARDOUS TO LIFE IN THE EVENT OF ACCIDENT. (ADDED 12 -2 -87) ZONING APPEALS: VA -77 -16 THIS IS TO INFORM YOU THAT ON APRIL 13, 1977 DURING THE REGULAR MEETING OF THE ALBEMARLE COUNTY BOARD OF ZONING APPEALS, YOUR APPLICATION FOR VA 77 -16 WAS GRANTED TO ALLOW A 17 FOOT VARIANCE FROM THE REQUIRED 25 —FOOT SIDE YARD SETBACK REQUIREMENT CONDITIONAL THAT THE AUTHORITY CLEAN UP THE BUILDING MATERIALS, PIPES, AND THE LIKE SO AS NOT TO BE IN VIEW OF THE HIGHWAY. VA -96 -17 THIS LETTER IS TO INFORM YOU THAT ON OCTOBER 1, 1996, DURING THE MEETING OF THE ALBEMARLE COUNTY BOARD OF ZONING APPEALS, THE BOARD APPROVED YOUR REQUEST (3 -1) FOR VA 96 -17, SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE PROPERTY RECEIVED REZONING APPROVAL FROM THE BOARD OF SUPERVISORS. 2. NO NEW OR BUILDING EXPANSION FOR NON— PUBLIC USE. SPECIAL USE PERMITS: SP -76 -17 1. SCREENING FROM DWELLINGS AND FROM ROUTE 240 WITH EVERGREEN TREES WITH A MINIMUM HEIGHT OF FIVE (5) FEET TO BE PLANTED ON TEN FOOT CENTERS. 2. RELOCATION OF PIPE AND CONSTRUCTION MATERIALS 3. SITE PLAN APPROVAL BY PLANNING STAFF SP -77 -18 1. REMOVAL FROM VIEW OF DWELLINGS IN THE AREA AND ROUTE 240 OF PIPE, CONSTRUCTION MATERIALS, STUMPS, WOOD, AND Cn OTHER DEBRIS. THIS IS TO BE ACCOMPLISHED TO THE REASONABLE SATISFACTION OF THE ZONING ADMINISTRATOR. 2. SITE PLAN AND LANDSCAPE PLAN FOR PLANT EXPANSION AND SEDIMENTATION LAGOONS. IN DEVELOPMENT OF THESE PLANS, CONSIDERATION SHOULD BE GIVEN TO MAINTAINING AS MUCH EXISTING VEGETATION AS PRACTICAL, PROVIDING SCREENING FROM ADJACENT PROPERTIES AND ROUTE 240; AND FENCING AROUND THE SEDIMENTATION LAGOONS TO PROHIBIT TRESPASSING; 3. SOIL EROSION PLAN, IF REQUIRED UNDER THE ORDINANCE. PLANT GAC UPGRADES AMENDMENT TO APPROVED SITE PLAN SDP #199900043 JUNE 2014 CROZET WTP VICINITY MAP MZEN AND SAWYER Environmental Engineers & Scientists 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 NC License C -0381 NLTH OF �' kANTOWASSO Lic. No.045376 Sl�NAL SHEET INDEX C1 OVERALL SITE PLAN C40 EXISTING CONDITIONS PLAN & DEMOLITION PLAN C42 SITE PLAN M411 YARD PIPING PLAN L1 LANDSCAPING PLAN D1 SITE DETAILS E1 SITE PHOTOMETRIC PLAN PROPOSED SITE MODIFICATIONS 1. CONSTRUCTION OF A NEW GAC FACILITY 2. ROADWAY IMPROVEMENTS 3. STORMWATER IMPROVEMENTS AT THE CROZET WTP PROPOSED STRUCTURES MAXIMUM HEIGHTS PROPOSED GAC FACILITY 311 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER /ZONING �U� 0_. cx,� 2 Sao ENGINEER 110 INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY /:z VIRGINIA DEPARI'v1ENT OF TRANSPORTATION � IZ %Sf 1y HEALTH DEPARTMENT FINAL REVIEW DRAWING - NOT FOR CONSTRUCTION � -0 � � m CD �5 �� Ilt vi � � ,�- >` CD � CD � � o �� ol 45 r­J U clj CE clj �� d �� � n ° �� 66 ~') n CD V) Li r � C� FD u� °x �!� _--- ---- ----- -__ --- - [ \ ___ / `- / / ___-__ ------ ------ \` \` `` \ \ \ \ ` \ \ ^`_ _/ /�� �, -,, , , 11,�", I � , \ � �` ` ` \ \ \ \ \ / / � / / ) ` > ` \ �~._ _/�// �/^�'/' �/ ~~�'~ ^/ ''' ,/',�'//' �~ ,�'~ ~,~'� / `` 11 _-_--- --\ \ / `� ��'--- \ \ � } / �// / / / / / / / / ' / / /'/ ' ' /, ' \ \ \ ``` I 11 I/ / / ~~ MINIMUM SETBACK REQUIREMENTS: ALBEMARLE COUNTY REVIEW -~~ PARKING ANY 5/12/14 DISTRICT OTHER THAN A COMMERCIAL 3 OR INDUSTRIAL DISTRICT): 30' HB�HT 0F PROPO5ED STRUCTURES: PROPOSED GAC FACILITY: 31' PROPOSED 8AC FACILITY FOOTPRINT: 2.088 SF /O.O8 AC) TOTAL SITE FOOTPRINT: � ' 174'477 3F /4.01 AC\ ' MAXIMUM FLOOR AREA (RATIO): 0.29 AC \ ' LOT COVERAGE � 1.41 �C -� ` PROPOSED LIMITS OF DISTURBANCE: 0.94 AC MAXIMUM IMPERVIOUS COVER: 141 AC PAVED CULAR CIRCULATION: 1.01 AC EXISTING TREE CANOPY: ­­/ REQUIRED SPACES: 3 EXISTING SPACES: /~ -1, 11, ­" U PROPOSED LOADING SPACES: 1 EXISTING TOPOGRAPHY PER SURVEY PROVIDED 8Y DRAPER ADEN ON ' / / �� �� � ` \ ��� �AP 57-1� � |// / J � , "I � / "", '111 I , , �, " ,/ l -` ........ � -, ", , , , , ­', � , �, �-­­1111­­ " ------- ­A -- - �- ­ - -, �J `` ~- /�R�F�BF���T [�Q�AR� ``` | ' / /�/ / // / / / / / I 1i �� /T JR OR �EV��LY S Q�( � ! / / � / ' ' ' / / / / / / ' / � �~^ ~- -- TAX MAP �7-� / ^-�' |R�NE S SPROUSE � 11 � D8 OA�-�1� � � ! / / �------- '' �'�' 11 I / � ||| 7ON|N(� RURAL AREAS /| } / / / ! '�/ ZONING: - �--- �^~~ USE 3|NGLE FA�|[Y �� 3E �S|N�LE FAMILY ' / �i || / ' / L - -~ ------ -- '' ` _ - � ~� `� - � / [� - � � ��__ �.~ ~- ` ~~ _ . | � -� -� '- , ~ ` | | / _ ~ ~ ' � ` | \ � .__- `~ _`~^ \ | ~_ ~~ \ \ ' ~ � ~ ~~ ~' ` �.`. .� --'~� � ` �` ~{ ( ~ � , / ` ~~~ ^� -~ ~ � ^ � ` ~. .. __ ----', | | ~ - .� ~ ` ~ _ -~``. \ ~~_ ~ ~' ~~' - | � � � �_ . - ­­­-1- � � -~�� - ~ ~ ~ - ~ _ ` ^ - � ` / ---- ' s� ~~_' _ `/ 1. /��� � " -�3206 �!�,T -��' �­­ - , � .... �, l, " , � , 1, Vi�,, "", I ' 7 7, 1, z'�,, �, - ­ ­ ;, 3,-­`­,­ , ­ �j ­5�d, ­ke ,,, � �� ,'- 1�/ � , , ­-I 1--r-, , Xt " , I" L 11 � � " , 0, � �,�. N ..... P, 1� � ", , ) --�', , I k � .", 11-- I w y ­-, '10, I", � " , J �, �,­ -, 1" ", I / ) " \ 11 I ­ ­ I /, \ ; -1 " It, I ,,, -J�, 1 ­- r , I "I , . , I , I \1 , I t , , ", ­1 , "', I I/ , I � . f � . I WEBER,, RENATE I � 0�:,\%-, �, -,,, j I I ( I 1.11, �1� N �wi � � \ \ \ "I 1, � ­------­­., \ �, I \ � ; � -,-,-" SITE DATA: OWNER: PROPERTY SIZE: PROPERTY INFO: ZONING: COUNTY: MAGISTERIAL DISTRICT WATERSHED: ALBEW�RLE C0UNTY SERVICE AUTHORITY 4 ACRES k\ �AP 57-28B D8 518-J41 EA3[�EN� DB 287-OG U. ENTRANCE CORRIDOR OVERLAY DISTRICT ALBEWARLE VIRGINIA WHITE HALL DISTRICT L|CK|NGH0LE CREEK WATERSHED - WATER SUPPLY PROTECT0N AREA ENGINEER-HA�EN AND �0NYER PC 4011 W[STCHASE BLVD. 3UUL 500 \ RALEIGH. NC 27540 SURVEYOR: DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE [ CHARLOTTESVILLE, VA 22902 /434\285-0700 DATUM: HOR|Z: NAD-83 VIRGINIA SOUTH ZONE V[RT: NAVU-80 ' ASSOCIATED SITE PLANS AND REVISIONS: ' . �Uyl9VHVU04J 1 INSTALLATION OF FULL TANK AND REMOVAL OF EXISTING TANKS AND ' INSTALLATION 1 ` MINIMUM YARD REQUIREMENTS /MET OR N/A): �y MINIMUM OF 50' BETWEEN PUBLIC R-0-W AND STRUCTURE �­. MINIMUM OF 50' BETWEEN RESIDENTIAL/RURAL DISTRICTS AND `~ `� STRUCTURE MINIMUM 10' OFF STREET PARKING AND LOADING SPACE ~~ MINIMUM SETBACK REQUIREMENTS: ALBEMARLE COUNTY REVIEW -~~ PARKING ANY 5/12/14 DISTRICT OTHER THAN A COMMERCIAL 3 OR INDUSTRIAL DISTRICT): 30' HB�HT 0F PROPO5ED STRUCTURES: PROPOSED GAC FACILITY: 31' PROPOSED 8AC FACILITY FOOTPRINT: 2.088 SF /O.O8 AC) TOTAL SITE FOOTPRINT: � ' 174'477 3F /4.01 AC\ ' MAXIMUM FLOOR AREA (RATIO): 0.29 AC \ ' LOT COVERAGE � 1.41 �C -� ` PROPOSED LIMITS OF DISTURBANCE: 0.94 AC MAXIMUM IMPERVIOUS COVER: 141 AC PAVED CULAR CIRCULATION: 1.01 AC EXISTING TREE CANOPY: 0.57 AC /14%\ REQUIRED SPACES: 3 EXISTING SPACES: 5 PR0POS D SPACES: U PROPOSED LOADING SPACES: 1 EXISTING TOPOGRAPHY PER SURVEY PROVIDED 8Y DRAPER ADEN ON / | U�/1l ` / ����~�[���^ ~~'~ ( / NOTES: u_��. Hif 1. NO CONSTRUCTION ACTIVITY, INCLUDING GRADING OR CLEARING VEGETATION "DISTURBANCE'), SHALL OCCUR WITHIN |M|KY (JU) FEET OF ANY DISTRICT OTHER THAN A COMMERCIAL OR .~� ,�� ' _ _ ~� _ INDUSTRIAL DISTRICT, ,� - - � � � .. . .......... . ­­­� - - -­ - - 1-N", , , --k-111,11 �� � 1� ­­­,- ./ . . ..... . "/,�,/-­ z ,�, , ,­� .... ..... -, \ � � 11 � I ' \` ~ ~�.~ EXISTING FENCE ", 1, i . "I ..... � // //,/ /, / , ////,,'///�- ,// �1/ �` I I 11 I i 11 �� %, 11 -\ I I - , " � 1, "" �� I � �� , ­­ , � ... ­-­­-1­­­ ZOJN �­ / , ",/// " " "I � - -­ / .......... ­-­­� , 15 � , \ � , \ \ \ / I ,l � ` \ ` \\\ \ u / "I'll I / / / --^- / / / / \ \ \ \\ . -~^. ''/ / / I � TREE CANOPY AREA - 11 �\\ \ \\\ / �� � / / \� \ / / ' / / � / / ' // ' / / / / / / / / / /' �, ~/~ / `_�^�_�~ / / � 4� �� 0 / ' / / / / 4U // �~ , / / / / / / / / 1"=4O' 0" ' // /' / // / / `Y � / / / / / / / ' / ^ / / / / ( ' -v tp LA ' ' / / / / // / / / ' / / /' /'/ / / ' / / | [ | / --------'.��N�»^ � /� -/ / // // / ' � / /' ' � � //~ '// ! i 11 / / / '���. /, //, // / / / . / / / / ' � �������� ��������� - ��� ��� �����U���V ��� %��� 11 5 6/20/14 ALBEMARLE COUNTY REVIEW 4 5/12/14 ALBEMARLE COUNTY REVIEW 3 2/7/14 ALBEMARLE COUNTY REVIEW 1 8/12/1 STATE REVIEW -V DATE ISSUED FOR APPROVED _-^ 6;, �W"SXNTO* ffiZEN AND SAWER EDVi[OOD18Ot&l EDgiO88[S �� SCi8O1iStS 4011 VVesfChOSe BOUleVOrd, Suite 500 R0leigh, North Carolina 77607 NC License C-0381 ��U���������� ���� ������ ����������� AUTHORITY _ _ _ ''_''__-......~ �~~_�°~_""""��ox"~�°nxou n CHARLOTTESVILLE, � ��, ��y����I���� ��AC UPGRADES F��K� -�K��� ��K���Z��-� W�-�� SITE WORK OVERALL SITE PLAN __ - '---. �UU1 THE SCALE BAR DATE JUNE 2014 SHOWN BELOW H&S JOB THE ORIGINAL CONTRACT DRAWING DRAWING. NUMBER NUMBER 1 C1 DESIGNED b|L DRAWN o/E CM[CKED pR0J.ENGR. Q3B ^~~ LMS uw� APPROVED _-^ 6;, �W"SXNTO* ffiZEN AND SAWER EDVi[OOD18Ot&l EDgiO88[S �� SCi8O1iStS 4011 VVesfChOSe BOUleVOrd, Suite 500 R0leigh, North Carolina 77607 NC License C-0381 ��U���������� ���� ������ ����������� AUTHORITY _ _ _ ''_''__-......~ �~~_�°~_""""��ox"~�°nxou n CHARLOTTESVILLE, � ��, ��y����I���� ��AC UPGRADES F��K� -�K��� ��K���Z��-� W�-�� SITE WORK OVERALL SITE PLAN __ - '---. �UU1 THE SCALE BAR DATE JUNE 2014 SHOWN BELOW H&S JOB THE ORIGINAL CONTRACT DRAWING DRAWING. 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M.. _. . r ., x ............ 1111.. , -. 1111,. ,., •, "1111, __ _ 1111 -._. _........... n \ 1111 i' , � . �\ 5t , __ 1111. S 8 . ,, ...�.. ," •_.. \ ... , ... .. :........ � .. ........... ... - -. O E .. -�- r 1111 _.- �.,. .- « �.,. ,, � 1111 : , . - ,., }. i , 1111... - , „M.7 1111 1111 �'� . f £ '. '.' ✓' s, 1111 I . €s. Y titi .._ 1111.,. .._ �.. .' ,. -1111 _.._,...� ._.,,,,., � � , ... :'�. _.�. t -.w ,- „; - r _._ , 3 a 1111. \ - ;'1111. 1111 AA / K 6 1111. ... 1111.. s . -1111, . ; 1111.. '+° °`i `4” , s 1111. -... _} : 1111. \ � _.” .�,- 11«11_. .. �.....,_..,__,,.,..._ tv. ... _ „ i . , 1111 -. .� ,.\ ".., ,, +.,. , 1 N' "e "111 1 ...' . 1 r .,'§ 1 \. \ 1i ... 1111• 4 1111... ,. ♦ s � > .,r �' «�. „ . ' , \ s .......... / [ 1111 ... 1111. , ... 1111 .,.� I - .. : \ , `- i ; % ' r v. , n .. 1111. ,a • I . a `.._. '_. , .. .. !4 , / 1'11'1 1111 < ,,. _. 1111 ., :. -.. ,. , 1111 , �. : �,,. 1111, � .. 'I ,. e, ., .r ., t :, \:... ... .. •1111.. 1111 1111 J 1111 - � � „1111- r:.r,,, -- .,. ,.. y ' /f ' . i, L t 1. ,. , a,• r -, _ � . ................... _,.a.. ; ,,. r . � 1111 : , , '-. , -... 1 -\ , 1111 - «. .. 3 t ,^ 1111.✓ ...r' II 1111 , a t s i A ¢ i 1111 _ ,,_ < N1 .r. \ \ F .m.. 1— _ n a ,: t. , / } , », - `+, E 1 ,se. / , v ♦. _,, .., ,/',. . - a :\ \ ,. F t > , , 1111... : : >,„ /• �, 6 Pvc DRAIN,— g _ ,, f _,, ,.., g ,,.,,” \ ,,, ♦ © ..:: , <,, SEE NOTE 2 `\. - «�,i , �; :., i \ , 1111 '`�`�'' ��•� ,; i a %, f It - �, a :.:.'- '1'1'1'1:• ':•'•'''.'''.': � y �, / 3 a ,,' g A. ( / V F i , , 5 , {yl Y r. \ i .a„ l t � ­11111 11 , < .. 1111 ti'.. ,. , r 1111. _, - ,. ,, , , ', , - ., 1111. .♦ , .., ..--', :r�r -11 `ii. r P �� ' ,A I i% iio.... / ”- A. 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"`.. .` - „, ♦ ,.\ 1111... -, ,., .. - ,. s '` ''� ' !,r # 3 -.,` / at -1 DSO'” - .., ,. ......., , 1 111 .., -«, a,a, 4 `1111. "-, e 1-1 I £ S'' 1. f { / } 5 1111« t ,..� 1111. \, ....,7''y y♦ ��ff {{ . p \ • ".;d ,.3 5 rY� f / fs i iS 2 ,r }i x r ' 'S / \ '\ 1111, - ..\ + °,r , \"1177, - . %s )i x . � a f ``Z 11 J / 1111_.. �' ♦ r, .. , :` , -«1111 _ \ \ \ \ � - 1111 --�°�\ �.. r � `�� 1111. „, r i ! 1111, -1111. � - _. ', , 11 .. ; w.,r._ 1111 '� \ 4 `'•. „ 1111 - ".. 1111, � \ ♦ :, � �. . . \ s 1111- f" � r,„ � _ 'J �Wj`� � � ( / \. PRO RTY LINE ,. ` \ ,. `� � , •�, _"",,/, �,'' _. r - 1111 r. . , \ w .. € 1f ­1 I r '`, ,, \ N I /t `, /3 6 PVC DRAT '` • « SEE NOTE 1 =' �. \ -�` , . r f /i, f 1 e, , ° __ -._. ,, , 1111 _\ l \. �, y r' /✓ : a../ 11 , /i 65.0 /� J / ♦ IP b t 6 D DRAW t "�` l s ` ` � 4 ,� 1111. .. ......�:r....•. � ............ �,.. '�..• ............ .. 1111... : . , . , , ,�: :..'.'..'.•.�,• -•.•: , .'.'. , v ' — PROPOSED FENCE v "., ........... ........':...'.'.'.'.'.�..;...i �.. -: -. - , , , * , * ..... * ��,,�'.j , , .......... 1111. .. ......................... . . ,, X1':0 y ,� SEE NOTE 3.. :' .''' , ... ,:. 1111.__ ., .. _, . 1111.. /'' __,1 ,.« .. ♦- �, ��. � ' ... : '. '1'::11'1'::':':' :'tom':':':':':':':: . 11 AND 20 GATE TYP - --�;.'.�` v y ,/ �'.�: z r 'i .. ., 1111 `. ,, , 1111 .. 1111 :::: :'� { ".': , «. , , 1111 1111.. 1111 . .............. .. 1111. 1111.. .:.' 1111::.' 1111. • . ...-'. - / 0244400 v / /1111. o . Jsr CO 1111,,. ,� . .♦ ` -. : -_. ' -, ? z % I f� , r , Dc ' t� \ ,, 1111.. A P S ro 1111 „ -, , II :1' _ 1111.. _.. � ,„ -,. ,., , ": •1'•••1.1'1': 1111.'.• -.. .....,.... 1 .. 111'1:•:':•:•:•: ":•:11:1:::1::: 1111 1111. r - .� 1111., ."_ ,. �, , O \' 8 a' 6 '': 11 r 6 z I 1 3 :: ........'%%...'... . { o \ /' o / ,,, ;,,_ 1111_- _.. � ,° ., - - - - - -- ........................ 1111. ................. X m, .. 1111.. . 11.......... .. ......... 1111 ... ....:.......... ........................ 1111... 1111... 1111.. , ; \, ,, FW METER VAULT /, :..::::::: �' 1111 ,,� , ., F`, ; . __ - _�...,., '.�::. '.' .................... ~:1111.. �, �` -- '� , POTA LE WATER METER SEE SHEET M4850 -. _ r MULChiED AREAS MA`; 11 w... - , B #` VAULT SEE SHEET M4852 ,_ I / �y' f j '. .. p''J J } I - F / 8 / PERMANENT DIVERSION 3 _ , r f` 5 _ 1111 , w1 -..I ,# �.. \ \ ` -\ 1111._ - -9. \ £ SWALE TYP , � i t , m� i C F ILITY , PS A A i f w 11 \ 0 270` 1 '�\ \ ry 1 4 4 , , \ \ 1 S, - "1111.,, \ O . �:, 11 s _ M - 670" SF \ �' \ - ,- - -- # 11 " 1<1 1 ;, 1111 ., ,. BIORETENTION - w r 1111 „ . -. 111:1 -- E: 0 �FF �6 . 1111.. .- { ., - x ...� ,.,..,..,,, 1111 -': \ \ , -.,i •',. 1 \ CELL # 1 ;; ,. , - . , .,.0 r i ... .,... ....... k ... I - - .\ ..... I . ',�­�. .. ” I �. f , I- 4 — 650 i ,1 1 t 9 C ] P. 1111, 11 1 R 1 17 S _ ; O k f \, . ,,. »1111, a ,� , , , ­ 11 11 I y ; % I 1 ' C43 : . z i M'A s "1111.. - .. , A ,- , ;_ , , , ,. .. 1111 ...: k:. . 11 i�- � - - - --- 24 t ¢ , ,.r` `1111. „ ,. ^., \ , /' CP, \ l I , ''�' .. -,. .. ., -•" 1111 �.} ,; � «,� ,�,._. „.., , 1111 ,., _. .. �, ', ., i :� _ _., � - ....`E� :.. .. ........ ..................11..... ....��....... ... �..._,.._— , s4'� '`� —. r-: --; ,� ISLAND, SEE NOTE 5 4227a1fi ,..�., „.�, .. _„ 11....11,__-._ __ -_ „__. „1 1.11. �d ".�r'� SURVEYED CONTOURS PER THE SURVEY PROVIDED BY _ _ _-.. 1 k: , - 1 DRAPER DEN ASSOCIATES AN GI DATA E - DR A A5 E D S D PER 0 _,�. «1111. r t' _ ALBEMARLE COUNTY. __,,.•.__,._,_,_,_, % , "`{ .. 1111. -- 9; 1111,, , „,,,,,,,,,,,„^,” 1111 -.__ - - w__ '' 1 221 1 ! I . f5. CONCRETE CURB SHALL BE CONSTRUCTED PER DETAIL "� ACSA FIRE HYDRAINT c fi t CG —3 ON PAGE 201.02 OF THE VIRGINIA ROAD AND 11 I „ i BRIDGE STANDARDS. TRAFFIC ISLAND SHALL HAVE A BIORETENTION M I, I ` f, STANDARD VDOT TRAFFIC SIGN THAT READS "NO LEFT CELL # 3 r , 1111, __. I ', F ;` TURNS' FACING TRAFFIC LEAVING THE SITE AND IE °s /! ” " " -,r !` ( I ENTERING SR 24Q AND A °DO NOT ENTER' SIGN TO i 3 3 I . PREV NT TRAFFI FROM SR 240 TRYING TO ENTER THE �/ E C I ,I 1111 �. �' „q. i € s 1 _ A F TURN. TRAFFIC SIGN SHALL BE ._ � SITE WITH LET . s, _ , � _ „1111 _ � � + ; „_, „--_,. � ... ,.. , .., I I !t 1. TS 0 THE - -- INSTALLED BAS ON THE REQUIREMENTS F INS LED ED BIORETENTION ACCESS __ , - <' ”" f I - VIRGINIA ROAD AND BRIDGE STANDARDS SECTION 1300 EASEMENT, TYP _„ ” r `, � -_ ... f I: ! I — TRAFFIC CONTROL DEVICES. BIORETENTION ¢_, s 1 tv CELL # 2 1: � � 1 „w 1}� h, F-1 „, I} � >`� .. A [ -F '` ,t \' _ _,,,,�.. , ,y w,vry y9'„ Y,;''a”. ',a.w�.,w ou<,F..- nm,..., a_a ASPHALT �UNCTION ,0251301 10 --l”, / ASPHALT PAVEMENT 025100 ' CHEMICALTIPING VAULT SIDEWALK, 5 1 YP T 0245000 `,. 6" CONCRETE CURB \ `... \ DIE SEL GENERATOR 5.751 X 9.51 \ PROPOSED 201 FENCE AND GATE, TYP 0244400 ASPHALT`JI o \. G2KAVLL KUAUVVAT '?' 1 \ ` LOADING DOCK t \, \ ;____ J 3 0251301 -0 '1, i i I { ;k;-f— .� 00 000 GALLON `\ 0) o �' l 1 i `\ £. i5 I x X57 004 t r ------ X t— --- , �, i ,i �� S \ f i 1 ;STORAGE TANK t" � s, � , ', \ �� ` \? 148 t — \ x _ ' �, v �,, I BACKFLOW PREVENTER, o >. rf 1 C° IVNECT,Tp, ' € 3.71 X 9.51 SEE SHEET 11 a � O j I BOLLARD, TYP \ % I � E° IfiING F N,, \ M4851 m r' t E \ 0245100 \ *, o i ``, 7: E ?i r \ ti'° '` ` 11 ` i y ATTACH FE�iC TO r' / r ! 1" v t !Z s\ .� r �I ,� i I F -,\ f , '\ !"I f S i \ .. CORNER OFC A i A S p ,r'' � i j i \ / ,' i ..; f ,; , 6 CONCRETE CURB : i ;' MAINTENANCE BUILDING n,.. -1111. w.- ,' i I r 0242000 �� > v r� t , , vv 0 — „ 'r,' i A.E�.S.A. -., ",� /. —, , -, r . M E 0 O , , 11 "- / „ 1 -1111, _ -- - „w -- BUILDING .,.- _. �... _ -. _ ,° LD o a I i rtl r, 3 I SEE NOTE I P D IN 6 DI RA r _ _ / 1, \ _,-.- _.., r f ; ING / , -�' 11 11,. ....,z °..,_.,,_ r 1 ' ; , t 11 I 3 z_,. .,„ .......,,..._,- 1111.„« -.., x , ,. 1111,.. - } , 1 . ✓... `� ,'' }, r a a, , :, - 1111 :1:111,.. „” ! t LOADING I w i _.., PROPOSED 1, , __.._,.: 2, 4, r r,._ _ . / = SP ACE. 1 X 2 I 11 � N € - ....._,... _.. ..„ U �- ," r „ /f / 1 p 1111 .. / 1111___ / � ............. _.. , „,,. s } € ; / _- t 3 1 1._111__' -.'- / _., 1111.., „/ _., N ” / , x. l,: .._ 11:11. , - . , .. _. .,, „1111 .. + E I = i`'i w v i / _- r - - ....,.. , ' Q ”' .., / _ µ � y 1111,._- ! €� # /11 ,, -, 1111. -,- .. _.. _. / i ! . i , S O S €- i y,r' .,.1111,_.. -.. -. ... ,, i r CD U -j- ,1, , - i I }, / o rte° i ( i f; i f e N x - i i s . i ' � £' CL 1111 i 1 , " c� 1 _., s + j i ; t s �� U) I—^ i .,,' ; 1111 _, 3 i 1 / n E ,. . -- 1111.. I ; ++ r,.' 1 ( L / / r Ea " , / i t 2 1 d „ _ � - ,' °f,J", �,. -1111 i 1 - � O h— i . «1111. ', } U N s - , °` , .r >- U ,- i ,1111.- "„ "" / � i ,' i ,r _ 1111... i 2 r / [n � �- 1111,. 1111,. O n- r..- ...__.._._. , I /,- „r _.. 1111. .'� �;' , �, _ ___ 1111 1111.. .. "' _ _. _ 1111 -___ -1111. __ ._. .. £ S _ .. 1111 _.. 1111.. ... _ 1111_ 1111. __ . _ € 1111. . _.- . / _ 1111 .. �, U _ ,- ,. -Mw, _........ _ _ _`__ -_. , ... _ 1111 _. Q J ..r .. .., 1111. -__ .m , 1111_ «, 1111- '„ „. , �' v` 1111.. --1111 «.__ „_., � ..„w.._,,.. ..,,_.,...,..__ � .,..,...__ .. 1111 ._....... 1111. _, Q ' rY... i € .,, 1111, -- , - N ,. w i _.. _ ” 1111, � .,-, -... -1111. ... a 1111,- 'i _. w_, i „" ,,I ._.�,. - - ,.,1111 1111. 1111' - 'Q r 1111.. .,, v .. f` ,- Y N \ J — 3 1111, 1111'^ 1111, 1111, .,', ._, ,._,.,._- - " -" M 1111 �� '. _ L_ .11_..,_ " 1111,_, �_,. i 3 d SITE PLAN O Y �� C[__ I n7 £17 O M O DESIGNED DRAWN CHECKED PROJ.ENGR. BTE __ BTE �-_ DSB N / M LMS Q N a-, t­) DSB (1; a _ 6 x o 5 6/20/1 ` 5/12/1, 1 4 N 2 3 2/7/13 1p U 0 2 12/20/1, 14 o w 1 8/12/1 : Q CL < REV DATE CIA ALBEMARLE COUNTY REVIEW ALBEMARLE COUNTY REVIEW ALBEMARLE COUNTY REVIEW ARB REVIEW STATE REVIEW ISSUED FOR W. APPROVED �NLTH OF p� o ��� SANTOWASSO -16`,6 Lie. No, 0453'76 SIGNAL 111 = 201 ffiZENAND SAMER Environmental Engineers & Scientists 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 NC License C -0381 RIVANNA WATER AND SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA GAC UPGRADES FOR THE CROZET WTP A.C.S.A. MAINTENANCE BUILDING WTP BUILDING 6) LEGEND i PROPOSED FENCE — f i PROPOSED SIDEWALK DIVERSION SWALE - FLARED END SECTION I 11 if PROPOSED CATCH BASIN f PROPOSED TREE LINE i r PERMANENT M ENT SEEDING 0 PS ,. CLEANOUT MA Yl N MULCHED AREA 0 C4 t'' 100 WPO BUFFER • - `.A .. BIORETENTION r AREA I. _. FOREBAY ,r. 1 x,.,M � � ,._ 1 , g _111 g f, "' PRETREATMENT I 1111_, a i / <„r , } -. __._._._.1_1 ;: _ �: " "" , , r „.„ CELL `v.,._. , _ 11 11 ... _ - > . , ,, � -- q€ / € _._________.11_1 __ € ., 1111 ..� . _- .._..�: GRASS FILTER , k, ` l ; r.. 1 STRIP I . , F � „ -1111 2 i ', =. i' „2 �� � t ' „/ ; z 0 C-D U M Uj 0- 0 Cy) C) -2) CD CD M < =1 a- 0) CA- C',j < C) (-D C) _j C) C-3 CN CO CD C) n CD L'i x . . . ........ . _: - ,, 1 1 ­ 11 , /, / / / . I-, I , . I I ./ "I � ", ",j ... .. .... >,-, . . . ....... .... ..... ...... ..... ........ .. . .... . ... ... .... .... --------- EX MH 1 .... ... ..... ...... RIM EL ±639.9 INV IN (EX 15") ±633.07 .... . .. ..... INV OUT ..... ..... 8�EX 15") ±633.07 .... . ....... ---------- .. ... ..... INV I N 634.00 ..... ... ... ..... .... ... .. .... ... .... ..... . ....... RW ..... . . .......... . 12 . .. ....... PROPERTY LINE IN 12" P ......... ---- -------- . . ... ...... . ................... ............... - --------- . ............ . .... . . ..... a .... .... . .... .... .... ........ ... . ...... . 0 THREE NOTCHED ROAD STATE ROUTE 240 --- - - --- -- - - ----- . ..... .. .... ........ .... . ......... BIORETENTION ............ ..... . .. ... . . .... .......... ........... ...... . ......... ........... .......... ........ ............... ............. ........ .................... ..... ... . . .. .......... ...... CELL # 3 ............. - - ----------- . ..... ..... .. ............ . .. .................................... ........ ....... --_----_-- RIM EL ±640.97 .......... .......... . ................. .......... ----- ---- INV IN (EX 15") ±636.58 . ..... ................ OVERFLOW LT ....... ....... ........................... -A, INV IN (12 638.00 .......... ........... 48"0 MH ±636.29 AND MANHOLE RIM EL 647.50 INV OUT (EX 15 CO x NV IN (8") 641.10 N INV IN (6") 641.10 M4851 BIORETENTIO INV OUT (8") 641.00 CE LL it 2 co 48 0 MH RIM EL 649.50 11.25- BEND 12 INV IN (12") 640.95 CL 6,37.75 INV OUT (12") 640.85 48"0 MH y, RIM EL 643.33 y ............. FILL END OF PIPE 639.30 ......... . . POTABLE \,INV IN (8") 639.93 WITH CONCRETE, TYP WATER INV IN (4 .......... 0 5 12 AIN ALL JOINTS WTP BUILDING 12" 0 -METER VAULT INV IN 639.50 12" 90' BEND 639.00 ....... CL ±646.26 M4852 INV OUT (12 8" BWW 12" FW ................ ......... Z� ............ .......... ............ . . . . . . .. . .. AGE IN ........ ...... . ..... . 11 LE ABANDOI CIL 645.84 .............. W ,4 1 W X12" BUTT , FR�FLY .......... ..... ........ ......... VALV 2" FW\ ......... OTOR ALUM FILL .. .... ...... STA N 3912234.9450 E W/ M ........... ....... ........ SPD TION ........ ... PROPERTY LINE E 11436967.4189 ....... (MBFV-4) B . . ........ . . . ......... . :::::::::::::::SOIL BORE . . . . . . ::::::::::LOCATION, TYP' GAC! FACILITY ............ SEEiDWG M4�50 BIORETENTION 00 ....................... .. .... ........... B-2 LL CELL It 1 ...... N 3912271.6765 .................... E 11436915.2087 . ...... WS . ......... ...... ... ............ .... .............. .......... . ........... .......... ........ ............... ...................... ................ ... ....... ......... ........... ....... ...... ............. .......... .. ... ..... ...... ..... . .. ........ ... ................. ........ .. .. ....... ........ ................ ........... ............ ................... ............ ...... . ......... ........... . .... ..... ..... F VV ..... ..... ............ ......... ...... .... ........... ........ . .... .. ...... .... ....... ... j .... ... ...... ..... .... ... ... ... x12 x8'i­fEE*:: ...... .. ............ .......... ...... . ... ... .... . .. .......... . 4' D 211 N IN ............ ..... .......... CL 641.75 ...... ......... ............ PIN .................. ........................ 4 x . ... ..... . . . ...... ............ .................... .......... ................ ... I. I... ........... .......... .......... .... ......... ............. ... .. . ......... --- - ------- .................... ........ ......... .............. ....... . . ....... ........ ......... ....... 12'x12" TAPPING . ... . ...... x 91, PW 0' BEND 8" 90* BEND 12" 9 500,0 00 GALLON x CL 646.42 CL 644.00 12" 90* BE FENCE, TYP X 12" 90* BEND DRAIN STATION CL 644.00 CL 643.50 8" 90* BEND icn, 12" 90* BEND CL 643.85 4" NPW 4" YARD HYDRANT f , CL 644.62 12" 90' BEND 12" BUTTERFLY CL 643.16 VALVE W/ MOTOR NOTES: (MBVF-3) 50, 000 GALLON ELEVATED STORAGE f PREVENTER 4" BACKFLOW 2-] 0 EMERGENCY ASBESTOS CEMENT PIPE IS KNOWN TO BE PRESENT TANK ON-SITE. CONTRACTOR SHALL TAKE ALL MEASURES M4851 TTING PIPE TO ENSURE SAFE A. C. S. A. ...... WORKING ENVIRONMENT. CONTRACTOR SHALL ------------- MAINTENANCE ..... ...... PROPERLY DISPOSE OF ASBESTOS CEMENT PIPE BUILDING A.C.S.A. REMOVED DURING CONSTRUCTION. A MAINTENANCE A 7 2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF BUILDING . ... ...... EXISTING UTILITIES PRIOR TO CONSTRUCTION. - ----- 3. SEE SPECIFICATION SECTION 01520 FOR MAINTENANCE V OF PLANT OPERATIONS REQUIREMENTS. 4. CONTRACTOR SHALL CONFIRM LOCATION OF PROPERTY LINE V . ...... PERCOLATION FIELD. V 5. US UNIFORM SLOPE BETWEEN Ai FITTINGS WHERE INDICATED. 6. PROVIDE MIN 3'-0" COVER OVER ALL PIPES. 7. SEE CIVIL DRAWINGS FOR STORM DRAIN INFORMATION. x YARD PIPING PLAN 1 11 = 201 FINAL REVIEW DRAWING NOT FOR CONSTRUCTION DSB L*T"He DATE MAY 2014 DESIGNED RIVANNA WATER AND SEWER AUTHORITY CROZET WTP CHARLOTTESVILLE, VIRGINIA SHOWN BELOW H & S JOB DRAWN DAD ffiZEN AND SAWUR ONE NUMBER 32135-002 Environmental Engineers & Scientists BRI EY SITE WORK INCH LONG ON CHECKED THE ORIGINAL DRAWING M J51 48 )N 050642 4011 WestChase Boulevard, Suite 500 Lie. No. GAC UPGRADES FOR THE CROZET WTP DRAWING. NUMBER NUMBER 3 5/7/14 ALBEMARLE COUNTY REVIEW LMS DSB Raleigh, North Carolina 27607 PROJ.ENGR. -7-7 11/1 2 12 20/11-, DSB 7-7- NC License C-0381 STORMWATER MANAGEMENT & EROSION YARD PIPING PLAN Qjjo 1 M411 10 1 1 8/12/13 STATE REVIEW DSB L CONTROL PLAN REV DATE ISSUED FOR _r_B 71 APPROVED FLAT FILE U w N U i N z U 0 o� U � T �- m N a v a� O N O �m o� U U Q c� Nw 3 � o U o� N �CD �a N J N Q � Q N X o w d N � O N co o wQ o x� COUNTY OF ALBEMARLE CONSERVATION PLAN CHECKLIST - TO BE PLACED ON LANDSCAPE PLANS (HANDBOOK, PP III - 284 - 111 -297 FOR COMPLETE SPECIFICATIONS) 1. �JJE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; S/UMITS OF CLEARING (OUTSIDE DRIPLINE OF TREES TO BE SAVED); S/ LOCATION AND TYPE OF PROTECTIVE FENCING; ❑ GRADE CHANGES REQUIRING TREE WELLS OR WALLS; 'PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: CALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. S/NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE - CONSTRUCTION CONFERENCE: V TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: VHEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPUNE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: S/TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPUNE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: S7 TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. S/ FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: ❑ WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: ❑ WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUC1ON DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: VWHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: 17PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: VDAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. (DATE) CONTRACT PURCHASER SIGNATURE (DATE) LIMITS OF DISTURBANCE, TYP. TPF TREE PROTECTION FENCE, TYP. 0227033R V F I 3 IBS I , 1 RC i� ... ....... Eel WTP BUILDING rl 1 CV 1 RC ' BIORETENTION AREA # 1 X AM 3 CV x x TPF x x _ \•� __--- LANDSCAPING PLAN PLANTING LEGEND: ABBREV BOTANICAL NAME COMMON NAME SIZE ROOT RA RHODODENDRON SPP. AZALEA - GIRARD 15 " -1811 CONTAINER RR RHODODENDRON SPP. RHODODENDRON - PJM 15 " -18" CONTAINER CK CORNUS KOUSA & CVS KOUSA DOGWOOD 6' -7' B & B AM AMELANCHIER CANADENSIS & CVS SHADBLOW SEIRVICEBERRY (WHITE PILLAR) 5I -6I B & B NS ILEX X 'NELLIE R. STEVENS" NELLLIE R. STEVENS HOLLY 6' -7' B & B HV HAMAMELIS VIRGINIANA WITCH -HAZEL 4' -6' CONTAINER CV VIBURNUM DENTATUM CHICAGO LUSTREE VIBURNUM 2' -3' B & B IB ILEX GLABRA INKBERRY 6' -8' CONTAINER RC JUNIPERUS VIRGINIANA EASTERN( RED CEDAR 1 " CALIPER B & B RO RED OAK QUERCUS RUBRA 6' -8' B & B 1 " =20' GAC FACILITY TREE CONSERVATION LEGEND: TREE # SPECIES DBH IN INCHES RECOMMENDATIONS COMMENTS 0 3 WHITE PINE 15 -24 FERTILIZE, PRUNE AND ROOT INVIGORATION O WHITE OAK 20 FERTILIZE, PRUNE AND ROOT INVIGORATION Q3 WHITE OAK 18 FERTILIZE, PRUNE AND ROOT INVIGORATION ® RED OAK 19 FERTILIZE, PRUNE AND ROOT INVIGORATION 5 WHITE OAK 16 FERTILIZE, PRUNE AND ROOT INVIGORATION 6 RED MAPLE 10123 FERTILIZE AND PRUNE 7 WHITE OAK 21 FERTILIZE AND PRUNE 8 WHITE OAK 36 FERTILIZE, PRUNE AND ROOT INVIGORATION 9 RED OAK 22 FERTILIZE, PRUNE AND ROOT INVIGORATION ® OAK GROUP (5 TREES) 9 -26 REMOVE IN BUILDING (FOOTPRINT NOTES: TREE CONSERVATION PLAN GAC UPGRADES TO CROZET WTPS TREE PROTECTION PROCEDURES PRE - CONSTRUCTION 1. A COMPOSITE SOIL SAMPLE SHALL BE TAKEN FROM THE SITE FOR ANALYSIS OF SOIL PH, ORGANIC CONTENT, NUTRIENT LEVELS OF NITROGEN, POTASSIUM, PHOSPHORUS, IRON, MAGNESIUM, AND MANGANESE, AND TO ESTABLISH CATION EXCHANGE CAPACITIES. 2.A TREE PROTECTION ZONE SHALL BE ESTABLISHED TO MINIMIZE SOIL COMPACTION, AND ROOT, STEM AND BRANCH DAMAGE DURING CONSTRUCTION. THE ZONE WILL BE DEFINED AS AN AREA THAT IS 9 INCHES TIMES THE DIAMETER AT BREAST HEIGHT (DBH) AWAY FROM ANY TREE TO BE PROTECTED. TREES #1 -5 AND #8 -9 ARE AN EXCEPTION TO THIS DISTANCE AND SHALL BE RECEIVING A MORE INTENSIVE ROOT TREATMENT TO COMPENSATE FOR THE ROOT LOSS. 3.A 4 FOOT HIGH, ORANGE, UV- RESISTANT, HIGH - TENSILE STRENGTH, BARRICADE FABRIC FENCE SHALL BE INSTALLED TO DEFINE THE TREE PROTECTION ZONE AND LIMIT ACCESS. 4. THE GROUP OF 5 OAK TREES IN THE GAC FACILITY FOOTPRINT SHALL BE REMOVED WITHOUT DAMAGE TO SURROUNDING TREES 5. THE FOLLOWING TREES SHALL BE FERTILIZED BASED ON SPECIFIC NEEDS AS DETERMINED BY SOIL ANALYSIS. FERTILIZATION SHOULD INCLUDE MYCORRHIZAE INOCULATION FOR MATURE TREES, AND SHOULD BE APPLIED USING THE SUB - SURFACE SOIL INJECTION METHOD: TREES # 1 -9 6.TREES THAT HAVE BEEN AFFECTED BY CONSTRUCTION SHALL BE PRUNED TO REMOVE ANY DEAD OR DAMAGED LIMBS. ANY BARK WOUNDS SHALL BE TRACED TO PROMOTE WOUND CLOSURE: TREES # 1 -9 7. ROOT INVIGORATION: CULTIVATE THE SOIL BENEATH THE CROWN OF THE TREES OF THE FOLLOWING PROPERTY ITEMS: a. WHITE OAK (ID# 3) LOCATED AT THE FRONT OF PROPERTY b. 16" WHITE OAK (ID# 5) LOCATED AT THE FRONT OF PROPERTY (NEAREST 12" 0 /F) c. 19'' RED OAK (ID# 4) LOCATED AT THE FRONT OF PROPERTY (NEAREST 12" O /F) d. 22'' RED OAK (ID# 9) LOCATED AT THE RIGHT FRONT OF PROPERTY e. 36'' WHITE OAK (ID# 8) LOCATED AT THE RIGHT FRONT OF PROPERTY USING AN AIR -SPADE TO IMPROVE SOIL HEALTH AND PROMOTE ROOT DEVELOPMENT AND FUNCTION. A RADIUS OF APPROXIMATELY 8 FEET FROM THE TRUNK WILL BE CULTIVATED TO A DEPTH OF 6 -8 INCHES. NOTE: THE CULTIVATED SOIL SHOULD BE IRRIGATED REGULARLY FOLLOWING TREATMENT TO KEEP THE SOIL MOIST IF ADEQUATE RAINFALL DOES NOT OCCUR. f. 3 WHITE PINE (ID #1) LOCATED AT FRONT OF PROPERTY. g. WHITE OAK (ID #2) LOCATED AT FRONT OF PROPERTY. 8. BIOCHAR SHALL BE ADDED TO THE SOIL DURING CULTIVATION: TREES #1 -5, 8 -9. 9. COMPOST SHALL BE ADDED TO THE SOIL DURING CULTIVATION: TREES #1 -5, 8 -9. 10. MULCH SHALL BE APPLIED TO AN APPROXIMATE DEPTH OF 3 INCHES TO THE TREATED AREA FOLLOWING CULTIVATION. TREES #1 -5, 8 -9 DURING CONSTRUCTION 1. TREE PROTECTION ZONE SHALL BE INSPECTED AND MAINTAINED ON A DAILY BASIS. TREES SHALL BE INSPECTED ON A REGULAR BASIS BY A CERTIFIED ARBORIST TO EVALUATE FOR CONSTRUCTION TRAUMA, AS WELL AS FOR SECONDARY PEST AND DISEASE CONCERNS, AND IRRIGATION NEEDS. 2. NO CONSTRUCTION EQUIPMENT, SUPPLIES OR DEBRIS SHALL BE ALLOWED IN THE TREE PROTECTION ZONE. 3. TRENCHING OR EXCAVATION WITHIN THE TREE PROTECTION ZONE SHALL NOT BE ALLOWED WITHOUT CONSULTATION WITH CERTIFIED ARBORIST AND SHALL REQUIRE SPECIALIZED EQUIPMENT TO PERFORM PROPER ROOT PRUNING. A CERTIFIED ARBORIST SHALL BE ON SITE WHEN TRENCHING OCCURS. 4. ROOT PRUNING SHALL BE PERFORMED UNDER THE SUPERVISION OF A CERTIFIED ARBORIST AND WILL BE PERFORMED IN SUCH A MANNER, AND WITH EQUIPMENT DESIGNED TO CUT THROUGH ROOTS CLEANLY, SO AS NOT TO TEAR ROOTS. IF ROOTS GREATER THAN 2 INCHES IN DIAMETER ARE ENCOUNTERED DURING ROOT PRUNING, THEY SHALL BE TRACED BACK TOWARDS THE TREE USING AN AIR -SPADE AND PRUNED BY HAND AT A POINT SPECIFIED BY THE ARBORIST. 5. GRADE CHANGES AROUND TREES SHALL BE AVOIDED. EXCESS SOIL AND DEBRIS MUST BE REMOVED FROM SITE. POST- CONSTRUCTION 1. TREE PROTECTION FENCING SHALL BE REMOVED. 2. TREES SHALL BE INSPECTED DURING THE GROWING SEASON FOLLOWING CONSTRUCTION BY A CERTIFIED ARBORIST TO EVALUATE FOR CONSTRUCTION TRAUMA, AS WELL AS FOR SECONDARY PEST AND DISEASE CONCERNS, AND IRRIGATION NEEDS. THE INSPECTION PERIOD SHALL EXTEND FOR UP TO 18 MONTHS FOLLOWING COMPLETION OF CONSTRUCTION. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. a�'Vt FINAL REVIEW DRAWING - NOT FOR CONSTRUCTION DESIGNED WHIR ALT �,a DATE NOVEMBER 2014 RIVANNA WATER AND SEWER AUTHORITY MMM V ; �� °� a�i 1 � �j N CROZET WTP THE SCALE BAR DRAWN f �+ E AND ASR CHARLOTTESVILLE, VIRGINIA SHOWN BELOW H &S JOB 6 6/20/14 ALBEMARLE COUNTY REVIEW LMS O ` WILLIAM H. MEASURES ONE NUMBER 5 5/12/14 ALBEMARLE COUNTY REVIEW LMS �, RUSSELL � Environmental Engineers &Scientists 32135 -011 4 03/25/1 ARB FINAL REVISIONS DSB CHECKED �� �. SITE WORK INCH LONG ON Lic. No.85 2 4011 WestChose Boulevard, Suite 500 THE ORIGINAL CONTRACT DRAWING 3 03/03/14 ARB FINAL REVIEW DSB DSB Raleigh, North Carolina 27607 DRAWING. NUMBER NUMBER 2 12/20/11-, PROJ.ENGR. �; r� 9 , ARB REVIEW DSB NC License C -0381 GAC UPGRADES FOR THE CROZET WTP LANSSCAPING PLAN 1 8/12/13 STATE REVIEW DSB cHIT`6 1 L1 .V DATE ISSUED FOR BY I APPROVED 1777 AT FILE z 0 0 U M 0 w a a O I 0 i 0 O O 0 N ,Z 0 z 0 U w J Q J Q _J U .3 O o N % O N CD zI N �W J a ct� Y Ln U Q Nm o ° O Q c N N M � II (n W O W Q ox N X � 20' VARIES VARIES 10' ? 10' VARIES 1 /4" /FT 1/8"/FT 1 8" FT 1 4" f T —11 ------------------- 1 1 L_ 3 3 N z 1 3 12u THICK ABC SEPARATOR '\_ GEOTEXTILE NATURAL SOIL OR COMPACTED EMBANKMENT COMPACTED SUBGRADE TYPICAL GRAVEL ROADWAY SECTION 0251004 CUT BACK EXIST SURFACE COURSE 6" MIN FROM BASE SLOPE EXIST SURFACE COURSE \ TACK COAT -� \ NEW ASPHALT PAVEMENT SEE 0251000 CUT BACK EXIST BASE COURSE 12" MIN ASPHALT SURFACE COURSE, 2" MIN //—TACK COAT ASPHALT BASE COURSE, 3.5" MIN �- 8" AGGREGATE BASE COURSE EXIST BASE COURSE TYPICAL PAVEMENT JUNCTION 0251301 TYPICAL CONTRACTION JOINT -7 48' MAX SPACING BETWEEN 1/2' EXPANSION JOINTS 4' 4" THICK CONCRETE WALK VARIES, SEE PLAN FOR WIDTH 1/2" EXPANSION JOINT MATL WHEN WIDTH OF SIDEWALK, PAD, ETC REQUIRED WHEN WALK ABUTS EXCEEDS 6', LONGITUDINAL CONTRACTION RIGID STRUCTURES JOINTS SHALL BE PLACED AS REQUIRED TYPICAL CONCRETE WALKWAY 0245000 GRASS LINED CHANNEL (PERMANENT) ROLLED EROSION CONTROL MAT (RECM) RECM (TEMPORARY) 3 3 TEMPORARY TURF REINFORCEMENT MAT (TRM) GRASS LINED CHANNEL (PERMANENT) TRM (PERMANENT) 3 3 12" (MIN) 1 3 PERMANENT 3 �I PERMANENT TYPICAL DITCH DETAIL SEE DETAIL 0227014 FOR INSTALLATION DETAIL 0227011 9 -GAUGE ALUMINUM - COATED WIRE WOVEN IN A 2 -INCH DIAGONAL MESH CONFORMING TO ASTM A491. WIRE SHALL BE PVC - COATED (BLACK) TO MEET THE REQUIREMENTS OF ASTM F668. N� CLASS B STONE LINING TYPE II GEOTEXTILE SEPARATOR (ARIE M4 A PIPE OUTLET CONDITIONS A FILTER CLOTH ' KEY IN 6 " -9 "; RECOMMENDED FOR ENTIRE PERIMETER SECTION A--A 0243300 VARIES - SEE SITE PLAN 0% EQUAL EQUAL FILTER CLOTH ' KEY IN 6 " -9 "; RECOMMENDED FOR ENTIRE PERIMETER SECTION A--A 0243300 12:1 CUT SECTION NOTE: THE 1" ASPHALT CONCRETE SURFACE COURSE AND THE TACK COAT SHALL NOT BE PLACED UNTIL THIS CONTRACT AND THE ELECTRICAL CONTRACT IS COMPLETE AND HAS BEEN APPROVED BY THE ENGINEER. 3 STRANDS OF BARBED WIRE - 10' - TYP 4' -0" 12:1 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL pillwill *SEE SITE PLAN ` FILL SECTION 8" AGGREGATE BASE COURSE COMPACTED SUB -GRADE TYPICAL ROADWAY SECTION 0251000 TOP RAIL AS SHOWN ON SITE PLANS ROADWAY GATE OPENING SEE NOTE 1, THIS DETAIL EXISTING TREE METAL "T " POST OR WOODEN 2X4 FENCING FABRIC ORANGE MIRASAFE 4.2 A" - C C:D CD EXISTING GRADE 10' MAX SPACING TC MIRAFI MIRASAFE OR AN APPROVED EQUAL. STAPLE TO PO'ST -TO -POST VERTICAL 2X4 OR TIE TO METAL "T" POSTS. NOTES: MAINTENANCE REQUIREMENTS: 1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF 1. INSPECT WEEKLY AND AFTER EACH RAINFALL IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PRODUCING j INCH OR MORE OF RAIN. PLANS. DO NOT ATTACH FENCE MATERIAL TO TREES. 2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS 2. REPAIR OR RELACE DAMAGED FENCING IMMEDIATELY. OF A MINIMUM OF 1.5' FROM THE TRUNK FOR EACH INCH OF 3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS DBH (DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING NEEDED. SHOULD BE A NO ACCESS, NO ENCROACHMENT ZONE THAT SHALL HAVE NO PARKING OF EQUIPMENT OR STOCKPILING OF 4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGED AREAS SUPPLIES. CLEANLY AND KEEP EXPOSED ROOTS MOIST BY SPREAD PEAT MOSS, MOIST TOPSOIL, OR MOIST MULCH. NO 3. "MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI PAINT IS NEEDED. CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA. 5. FENCING SHALL BE INSTALLED SUCH THAT NO TREE 4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ: BARK DAMAGE OCCURS. IF SUCH DAMAGE DOES "TREE PROTECTION AREA /DO NOT ENTER AREA /PARA OCCUR ONLY A CERTIFIED ARBORIST SHOULD DO ANY PROTECCION DE LOS ARBOLES /PROHIBIDO ENTRAR" BARK TRACING. NO PAINT IS NEEDED. TREE PROTECTION BARRIER FENCE 02270338 TOP RAIL 41-04 PERSONNEL GATE BACK OF CURB M o BRACE 7 GAUGE °O TENSION BOTTOM 12 2' -6' WIRE RAIL—\ u C FINISHED GRADE MIN V CONCRETE CURB FINISH TRUSS ROD GRADE AND GUTTER ASPHALT PAVEMENT BRACE TYP CORNER TYP LINE �0 3" R 1 1/2' SLOPE I I POST I I POST I I TRUSS ROD x u I I I I I I I I I �, {��r� CONCRETE " CONCRETE � `-' BOTTOM RAIL Li u u TYP GATE POST 0 u " p t° -0 CONCRETE oo �� oo C° 16 12 SEE NOTE 2 2 -0 CONCRETE X00 THIS DETAIL TYP GATE POST CORNER /LINE CHAIN LINK FENCE ROADWAY GATE PERSONNEL GATE NOTES: 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. CURB AND GUTTER 024440OR 2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL " " VIAi 0242000 TO GRADE WITH CLASS B CONCRETE. FINAL REVIEW DRAWING - NOT FOR CONSTRUCTION UC 0 - -- DESIGNED BTE NLTH oF RIVANNA WATER AND SEWER AUTHORITY DATE JUNE 2014 o C ROZ ET WTP THE S BLOW R -- -- DRAWN BTE MZENAND CHARLOTTESVILLE, VIRGINIA SAAR H & S JOB C �- SANTO Environmental Engineers &Scientists MEASURES ONE NUMBER 32135 -002 4 6/20/1 CHECKED SITE WORK INCH LONG ON ALBEMARLE COUNTY REVIEW LMS Lic. No.045376 �� 4011 WestChase Boulevard Suite 500 THE ORIGINAL CONTRACT DRAWING 3 5/12/14 ALBEMARLE COUNTY REVIEW LMS PROJ.ENGR. DSB 0 4(f t� �� Raleigh, North Carolina 27607 DRAWING. NUMBER NUMBER 2 2/7/14 ALBEMARLE COUNTY REVIEW LMS o NC License C -0381 GAC UPGRADES FOR THE CROZET WTP SITE DETAILS 1 8/12/13 STATE REVIEW DSB NAL 1 D1 REV I DATE ISSUED FOR BY APPROVED FLAT FILE VARIES - SEE SITE PLAN 4' -0' EQUAL EQUAL SLOPE AT 1/4:12 SLOPE AT 1/4:12 12" MIN 2" ASPHALT TYP SURFACE COURSE 3.5" ASPHALT TACK COAT BASE COURSE 12:1 CUT SECTION NOTE: THE 1" ASPHALT CONCRETE SURFACE COURSE AND THE TACK COAT SHALL NOT BE PLACED UNTIL THIS CONTRACT AND THE ELECTRICAL CONTRACT IS COMPLETE AND HAS BEEN APPROVED BY THE ENGINEER. 3 STRANDS OF BARBED WIRE - 10' - TYP 4' -0" 12:1 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL pillwill *SEE SITE PLAN ` FILL SECTION 8" AGGREGATE BASE COURSE COMPACTED SUB -GRADE TYPICAL ROADWAY SECTION 0251000 TOP RAIL AS SHOWN ON SITE PLANS ROADWAY GATE OPENING SEE NOTE 1, THIS DETAIL EXISTING TREE METAL "T " POST OR WOODEN 2X4 FENCING FABRIC ORANGE MIRASAFE 4.2 A" - C C:D CD EXISTING GRADE 10' MAX SPACING TC MIRAFI MIRASAFE OR AN APPROVED EQUAL. STAPLE TO PO'ST -TO -POST VERTICAL 2X4 OR TIE TO METAL "T" POSTS. NOTES: MAINTENANCE REQUIREMENTS: 1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF 1. INSPECT WEEKLY AND AFTER EACH RAINFALL IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PRODUCING j INCH OR MORE OF RAIN. PLANS. DO NOT ATTACH FENCE MATERIAL TO TREES. 2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS 2. REPAIR OR RELACE DAMAGED FENCING IMMEDIATELY. OF A MINIMUM OF 1.5' FROM THE TRUNK FOR EACH INCH OF 3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS DBH (DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING NEEDED. SHOULD BE A NO ACCESS, NO ENCROACHMENT ZONE THAT SHALL HAVE NO PARKING OF EQUIPMENT OR STOCKPILING OF 4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGED AREAS SUPPLIES. CLEANLY AND KEEP EXPOSED ROOTS MOIST BY SPREAD PEAT MOSS, MOIST TOPSOIL, OR MOIST MULCH. NO 3. "MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI PAINT IS NEEDED. CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA. 5. FENCING SHALL BE INSTALLED SUCH THAT NO TREE 4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ: BARK DAMAGE OCCURS. IF SUCH DAMAGE DOES "TREE PROTECTION AREA /DO NOT ENTER AREA /PARA OCCUR ONLY A CERTIFIED ARBORIST SHOULD DO ANY PROTECCION DE LOS ARBOLES /PROHIBIDO ENTRAR" BARK TRACING. NO PAINT IS NEEDED. TREE PROTECTION BARRIER FENCE 02270338 TOP RAIL 41-04 PERSONNEL GATE BACK OF CURB M o BRACE 7 GAUGE °O TENSION BOTTOM 12 2' -6' WIRE RAIL—\ u C FINISHED GRADE MIN V CONCRETE CURB FINISH TRUSS ROD GRADE AND GUTTER ASPHALT PAVEMENT BRACE TYP CORNER TYP LINE �0 3" R 1 1/2' SLOPE I I POST I I POST I I TRUSS ROD x u I I I I I I I I I �, {��r� CONCRETE " CONCRETE � `-' BOTTOM RAIL Li u u TYP GATE POST 0 u " p t° -0 CONCRETE oo �� oo C° 16 12 SEE NOTE 2 2 -0 CONCRETE X00 THIS DETAIL TYP GATE POST CORNER /LINE CHAIN LINK FENCE ROADWAY GATE PERSONNEL GATE NOTES: 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. CURB AND GUTTER 024440OR 2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL " " VIAi 0242000 TO GRADE WITH CLASS B CONCRETE. FINAL REVIEW DRAWING - NOT FOR CONSTRUCTION UC 0 - -- DESIGNED BTE NLTH oF RIVANNA WATER AND SEWER AUTHORITY DATE JUNE 2014 o C ROZ ET WTP THE S BLOW R -- -- DRAWN BTE MZENAND CHARLOTTESVILLE, VIRGINIA SAAR H & S JOB C �- SANTO Environmental Engineers &Scientists MEASURES ONE NUMBER 32135 -002 4 6/20/1 CHECKED SITE WORK INCH LONG ON ALBEMARLE COUNTY REVIEW LMS Lic. No.045376 �� 4011 WestChase Boulevard Suite 500 THE ORIGINAL CONTRACT DRAWING 3 5/12/14 ALBEMARLE COUNTY REVIEW LMS PROJ.ENGR. DSB 0 4(f t� �� Raleigh, North Carolina 27607 DRAWING. NUMBER NUMBER 2 2/7/14 ALBEMARLE COUNTY REVIEW LMS o NC License C -0381 GAC UPGRADES FOR THE CROZET WTP SITE DETAILS 1 8/12/13 STATE REVIEW DSB NAL 1 D1 REV I DATE ISSUED FOR BY APPROVED FLAT FILE z O _J D T M 6 Cf) i N C) F- / I O O C� ,I- CD M N X d I Cn I- / co o � O IV U ::D m O � U I J _J v Q o-_ C� Q { Ld V co U m J Q � J CJ ~ �W 3 �0 N _J CD CO 0 N r7 O .- O N { Q N C15M M N Q N ' o x w a OC) N N 63 0 0 N {I in �W Qw� oX Q N X � LUMINAIRE SCHEDULE Fixture Type Quantity Catalog # Lumen Output LLF HW6 4 NRG1 111 B 9000 1.0 X0.0 0 00 0 0 0 � 00 * 0 p 0.,..� . 0 0 0.0 * 0 *0 0 0 0.0 00 a0 * *0.0 ao *0.0 * 00 * *00 00 0 * 0 a .,..:., _ .... _ _ 0:0 0 0 0 0.0 * 0 00 0Q° ` p0 �0 _ _ _. ° o o ° ° 0 0 0.0 ° °0.0 °0.0 °0.0 °0.0 °0.0 °0.0 °a.0 0.0 0.0 0.0 0 0 %'N ° .p °0.0 ° ° 00.0 00.0 00.0 00.0 °0.0 '°, °a:a- ° ° °0.0 °0.0 °O.a °a.0 0.0 °0.0 0.0 0 .0 °0.0 •0 , ° °a.o °o.o o.o ° a.o o.o °0.0 0.0 00.o ° o °o.o °o.o °o.o ° o.o °o.o °o.a 0.0 °o.o ° .o °o.o °o.o °o.a 00.0 00.0 00.0 °0.0 00.0 00.0 00.0 00.1 00.1 °0.0 ° 0.0 00.1 0a.1 00.2 00.3 00.2 00.3 0.2 *0.1 0.1 00.1 00.2 00.3 00.2 00.3 00.2 00.1 00.1 o 0 °0.5 00.2 00.2 00.5 01.4 01.3 01.2 00.3 00.1 °0.0 00.0 do.1 00.3 1.1 01.3 1.4 " 0 0 x *4.2 ° `:235 *0 00.8 04.3 0 .4 03.3 .6 0.2 0.1 ° ° 25 ° 2 0.8 .3 HW6 ,.. 0.1 8.9 HW6 � 0.1 0.25 0.75 1, , 0 0 ° .( 0.75 1 �� ° °00 °00 0 o.o . GAC FACILITY 0.0 00.0 00.0 00.0 00.0 °0.0 0 0.0 00.0 00.0 0 HW6 HW6 °0.0 00.0 °0.0 0 0 0. 0.5 1.9 6.1 °10.9 6 ° . 1.4 0.4 .1 0.1 °0.0 °O.0 °0.0 °0.0 .0 0.1 ° 0 0 � °0.4 00 00.1 °0.0 o ° 1.5 02.9 °0,0 °0.0 ° 00.2 0.0 .0 0.1 ®:� 1 0.25 0.75 ".) ° 0 00 1 00 1 00.1 °0.0 i 4j .n 5 i t y`.,,:. l3 X----- " ,1 0.2 0.3 0.3 00.3 0.3 0.2 v.o x ° . a00 0.0 �X, x 0 o.o oho o.o 0.0 0._0 0 x 0..0 0 ° 0.0 00.0 °0.0 x o ° ° ° 0 ° 0.0 0.01 °0.0 0.0 0 0.0 ° ° °0.0 0.0 0.0 0.0 0.0 0.0 1 ° ° ° ° ° °0.0 °0.0 °0.0 0 .0 o ° ° 0.0 O.O 0.0 ° ° ° .0 0.0 0.0 0� 0.0 t a ° o.0 0.0 0.0 0.0 0.0 al°0.0 °0.0 °0.0�°a.0 °0.0 °O.o 0.0 00.0 0.0 0.0 0.0 ° ° 0.0 0.0 0.0 { l o ° ° 1 °o.o °o.o °0.0 °0.0 00.0 00.0 °0.0 l °0.0 °0.0 °0.0 0.0 0.0 0��0 0.0 i <; °0.0 0.0 ¢ 'X. 6 6/20/14 ALBEMARLE COUNTY REVIEW 5 5/12/14 ALBEMARLE COUNTY REVIEW 4 03/25/14 ARB FINAL REVISIONS 3 0310311 ARB FINAL REVIEW 2 12/20/11 ARB REVIEW 1 8/12/131 STATE REVIEW EV DATE I ISSUED FOR A M111111111111 ITI0a SITE PHOTOMETRIC PLAN 1 ° -20' MZENAND SAWYER Environmental Engineers & Scientists 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 NC License C -0381 MrW 'Ir BE NovemLe,'LBB7 New Product Introduction ws : 4� Hubbell Outoor Lighting Introduces NRG° -1100 Compact Full Cutoff Wallpack fi r ? "Ar .,: W Vogngsft, t Neighbor: friendly, distribution - no uplight or face brightness The NRG -1100 wallpacks are shipped standard with a Full Cutoff, StarUiew compliant distribution that meets the strictest lighting codes. Stylish and suitable for many architectural applications The stylish soft corners provide a minimallstic appearance, allowing the unit to blend into many architectural building facades. Units are offered in dark bronze or white finishes and lamps are included for installer convenience. (Typical mounting height is eight to twelve feet,) Comes loaded with standard features • Durable polycarbonate front housing, painted inside, for vandal resistance * Diu cast aluminum back housing with Lektrocote" protective paint finish, which provides rigid mounting and excellent heat dissipation for long electrical component life • Tapped 1fz" hubs on all sides allow for surface conduit installation or field installation of button photocontrols • Plated, heavy -gauge steel mounting bracket with bubble level provides simple and secure mounting to recessed wiring boxes • Wattage ranges include 50/70/100 pulse start, 701100 HPS and 42 CFL • NRG -1100 is CSA certified to UL1598 for wet location applications Please Note: 100 -watt pulse start and 42 -watt CFL units are sold in self -sell "Expresst_ine" cartons for high visibility and qualify for the extra benefits awarded to ExpressLine program members. See reverse side of this flyer for detailed specification sheet. Jess Wilkerson - Hubbell Outdoor Lighting RIVANNA WATER AND SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA GAC UPGRADES FOR THE CROZET WTP NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL TYPE 'HW5A' FIXTURES WITH INTEGRAL PHOTOCELLS AS SHOWN. FIXTURES SHALL BE SOURCED FROM NEARBY LIGHTING PANEL. 2. FIXTURE TYPE 'HW5A SHALL BE FURNISHED WITH CUTOFF OPTICS. 3. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THE SITE PLAN, EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST DIRECT LIGHT BEYOND THE PROPERTY LINE. IN ACCORDANCE WITH THESE STANDARDS. 4. THE SPILLOVER OF LIGHTING FROM LUMINAIRIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED 0.5 FOOT CANDLE. A SPILLOVER SHALL BE MEASURED HORIZONTALLY AND VERTICALLY AT THE PROPERTY LINE OR EDGE OF RIGHT -OF -WAY OR EASEMENT, WHICHEVER IS CLOSER TO THE LIGHT SOURCE. 5. WALL MOUNT SHALL BE INSTALLED WITH BRACKET SHOWN IN DETAIL 1 BELOW TO MEET FULL CUTOFF REQUIREMENTS. 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. bat.# FULL CU DESIGNED RDS DRAWN BTE CHECKED PROJ.ENGR. DSB o��NLTH OF rr�' v� 0 R. A S `� Lic. No. 51496 � O� � ION � 6 %� °f�� AL 1 OFF Job Type FrLtE L; LMS LMS DSB DSB DSB DSB A M111111111111 ITI0a SITE PHOTOMETRIC PLAN 1 ° -20' MZENAND SAWYER Environmental Engineers & Scientists 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 NC License C -0381 MrW 'Ir BE NovemLe,'LBB7 New Product Introduction ws : 4� Hubbell Outoor Lighting Introduces NRG° -1100 Compact Full Cutoff Wallpack fi r ? "Ar .,: W Vogngsft, t Neighbor: friendly, distribution - no uplight or face brightness The NRG -1100 wallpacks are shipped standard with a Full Cutoff, StarUiew compliant distribution that meets the strictest lighting codes. Stylish and suitable for many architectural applications The stylish soft corners provide a minimallstic appearance, allowing the unit to blend into many architectural building facades. Units are offered in dark bronze or white finishes and lamps are included for installer convenience. (Typical mounting height is eight to twelve feet,) Comes loaded with standard features • Durable polycarbonate front housing, painted inside, for vandal resistance * Diu cast aluminum back housing with Lektrocote" protective paint finish, which provides rigid mounting and excellent heat dissipation for long electrical component life • Tapped 1fz" hubs on all sides allow for surface conduit installation or field installation of button photocontrols • Plated, heavy -gauge steel mounting bracket with bubble level provides simple and secure mounting to recessed wiring boxes • Wattage ranges include 50/70/100 pulse start, 701100 HPS and 42 CFL • NRG -1100 is CSA certified to UL1598 for wet location applications Please Note: 100 -watt pulse start and 42 -watt CFL units are sold in self -sell "Expresst_ine" cartons for high visibility and qualify for the extra benefits awarded to ExpressLine program members. See reverse side of this flyer for detailed specification sheet. Jess Wilkerson - Hubbell Outdoor Lighting RIVANNA WATER AND SEWER AUTHORITY CHARLOTTESVILLE, VIRGINIA GAC UPGRADES FOR THE CROZET WTP NOTES: 1. CONTRACTOR SHALL FURNISH AND INSTALL TYPE 'HW5A' FIXTURES WITH INTEGRAL PHOTOCELLS AS SHOWN. FIXTURES SHALL BE SOURCED FROM NEARBY LIGHTING PANEL. 2. FIXTURE TYPE 'HW5A SHALL BE FURNISHED WITH CUTOFF OPTICS. 3. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THE SITE PLAN, EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST DIRECT LIGHT BEYOND THE PROPERTY LINE. IN ACCORDANCE WITH THESE STANDARDS. 4. THE SPILLOVER OF LIGHTING FROM LUMINAIRIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED 0.5 FOOT CANDLE. A SPILLOVER SHALL BE MEASURED HORIZONTALLY AND VERTICALLY AT THE PROPERTY LINE OR EDGE OF RIGHT -OF -WAY OR EASEMENT, WHICHEVER IS CLOSER TO THE LIGHT SOURCE. 5. WALL MOUNT SHALL BE INSTALLED WITH BRACKET SHOWN IN DETAIL 1 BELOW TO MEET FULL CUTOFF REQUIREMENTS. 6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. bat.# FULL CU Approvals t D 4 5 9 4.1 1 OFF Job Type FrLtE L; WALLPACK€tdat3T EL ECTRDNme FL u©NE'SCEN r NRGy`11Of7 SERIES Lighting APPLICATIONS 7 3.0 • Use for watt perimeter or entry at mounting heights of 8-15 feet. r 7 The StarView compliant optics allow no up light, saving energy and ° ` j ! ` keeping the neighbors happy! f 3 rE 3 SPECIFICATIONS • The decorative styling is also lugged with one piece polycarbonate� o front, painted bronze or white on the Inside, that resists rocks and . ��w• . �., .a:. ff.. .... i.(_._ , _� _ _ other small projectiles. • The die cast housing provides rigid mounting, conduit and photo - control hubs, easy mount design and heat dissipation. LISTINGS • GSA certified to UL 1598 for use in wet locations. __A _--- -- -- -.._ 8____________G-__-----_.__- sta view 9112" 911"„ C $p cornpliant 298 mm 241 mm 241 rem ORDERING INFORMATION ACCESSORIES (order as separate part 4) Catalog Number WattagoNoltage Finish -Weight catalog Number Description lbs. kg PST 1 ___ - Phot ocOntrol, button Typo 12_0 volt PULSE START METAL HALIDE PBT 234 photocontrol, bUWn type 20a, 240, 277 volt Nf G -71115 100 PS 120, 277.347 bronze -j2 54 NRG -1111W - 100 PS 120, 277, 347 while _..__ 12 5.4- %situ -11716 ______701`5120,277,347 bronze 11 5.0 NRG -1171W 70 PS 120, 277,347 white 11 50 NOG - 11518 NOG-1151W 5D PS l5 , 277 -white � 4.1 NR1112W _., , NRG -11720 100 HP8 120 277 347 whito 70 HPS 120 277.347 bronze t D 4 5 9 4.1 NRGG1172W - 70 HPS 120, 277,347'whtte -µ -- -q,1 EL ECTRDNme FL u©NE'SCEN r NRG -11436 _ 42 CFL 120-277 60/501-1z bronze 7 3.0 NRG -i 143W 42 CFL 120 277 60150Hz - white 7 3.0 1 All fixtures rnai rda me&um base or cvmpact Aenmscant f 'Imps. 6taaeseent elats ,,, MjVe,,JJ seck,f "'d are C -IM01e a /operating 26 002-wall Ptrhmps it subsdluh din the fletd. Due to our continued efforts to improve our products, product specifications are subject to change without notice. Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville; SG 29607 • PKNE; 064- 678 -1000 For more information visit our web site: www.bubbeli- ltg.com Outdoor Lighting CoPyrght�2007HU89EL1LICNTtNO All Rightsaesexved tlicitio "5107 fdntedit"A FINAL REVIEW DRAWING - NOT FOR CONSTRUCTION CROZET WTP SITE WORK SITE PHOTOMETRIC PLAN DATE JUNE 2014 THE SCALE BAR SHOWN BELOW H & S JOB MEASURES ONE NUMBER 32135 --002 INCH LONG ON THE ORIGINAL CONTRACT DRAWING DRAWING. NUMBER NUMBER 1 E1 FLAT FILE .