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WPO201300010 Plan - Approved 2013-02-05
SEM COUNTY OF ALBEMARLE PROPERTY INFORMATION TAX MAP /PARCEL NO: 61M -12 -1G OWNER: COUNTY OF ALBEMARLE DEED BOOK 651, PAGE 135 ZONING: C1— COMMERCIAL (AIRPORT IMPACT AREA) LOCATION: ALBEMARLE COUNTY, VIRGINIA AREA: 1.785 ACRES MAGISTERIAL DISTRICT: RIO WATERSHED: MEADOW CREEK SETBACKS & YARD REQUIREMENTS: BUILDING SETBACK ADJACENT PUBLIC STREETS: 30' PARKING SETBACK ADJACENT PUBLIC STREETS: 10' 1 BUILDING SETBACK ADJACENT RESIDENTIAL DISTRICTS: 50' PARKING SETBACK ADJACENT RESIDENTIAL DISTRICTS: 20' BUFFER ZONE ADJACENT RESIDENTIAL DISTRICTS: 20' PROPOSED USE: FIRE STATION (ONE 2— STORY ADDITION;` ONE 3 —STORY ADDITION) (REMAINS C -1 COMMERCIAL) HEIGHT OF BUILDING ADDITIONS: 32' -4" BUILDING SQUARE FOOTAGE: EXISTING: 3770 SF. PROPOSED: 4784 SF. TOTAL: 8554 SF. TOTAL IMPERVIOUS COVER: 0.94 ACRES PARKING SPACES REQUIRED: 32 PARKING SPACES EXISTING: 73 PARKING SPACES REMOVED: 36 TOTAL PARKING SPACES: 37 LANDSCAPING: PARKING LOT (EXISTING BASE TO REMAIN IN PLACE) TOTAL PARKING LOT AREA: 15,250 SF TOTAL PAVED AREA: 22,200 SF (PARKING + VEHICULAR CIRCULATION) INTERIOR LANDSCAPING: EXISTING TO BE REMOVED: 90 SF, 2 TREES (NO ADDITIONAL REQ'D) PROPOSED: 180 SF, 2 TREES STREET SCREENING: EXISTING ±20'X80' M ATURE FOREST OF MIXED EVERGREEN & HARDWOOD TO REMAIN RESIDENTIAL ZONE SCREENING: EXISTING 6' FENCE Tl0 REMAIN 12 EVERGREEN TREES 9 SHRUBS EXISTING 0.20 ACRES OF MATURE FOREST OF MIXED EVERGREEN & HARDWOOD TO REMAIN DUMPSTER SCREENING FROM STREET. PROPOSED DUMPSTER ENCLOSURE WITH GATE (HEIGHT: 6' -9 ") 1 TREE CANOPY REQUIRED (10% TOTAL AREA): 77,755 SF X 10% = 7,775 SF EXISTING CANOPY TO REMAIN: 20,700 SF X 1.25 = 25,875 SF 1 STREET TREES PROPOSED OPEN FRONTAGE: ±150 LF (NOT INCLUDING PROPOSED INGRESS /EGRESS) TREES REQUIRED (1/50 LF): 3 TREES PROVIDED: 3 ALBEMARLE COUNTY, VA 1 OOOY(o DESIGN SUBMITTAL VICINITY MAP 3055 BERKMAR DRIVE ALBEMARLE COUNTY, VIRGINIA CONTACTS OWNER COUNTY OF ALBEMARLE BLAKE ABPLANALP OFFICE OF FACILITIES DEVELOPMENT SENIOR PROJECT MANAGER 401 MCINTIRE ROAD, ROOM 228 (434) 872 -4501 CHARLOTTESVILLE, VA 22902 -4596 babplanalp@albemarle.org ENGINEERS /ARCHITECTS DJG, INC. DONALD BOOTH, AIA 449 McLAWS CIRCLE PRESIDENT WILLIAMSBURG, VA 23185 (757) 253 -0673 FAX: 253 -2319 E —MAIL: dbooth@djginc.com FILE COPY This copy of the approved plan is reserved for the official files of Albemarle County. Please do not remove this plan from the file. APPROVED by the Albemarle Cosa -d+y cola r�unity Q Val pment Depadvae *tA Date r) I F te _- v- poC9.6 SHEET INDEX G.1.02 CIVIL TITLE SHEET C.1.01 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN C.1.02 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN C.1.03 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN C.1.04 SITE & LANDSCAPE PLAN C.1.05 GRADING PLAN C.2.01 DRIVEWAY & UTILITY PROFILES C.5.01 EROSION & SEDIMENT CONTROL NOTES :& DETAILS C.5.02 CONSTRUCTION DETAILS C.5.03 CONSTRUCTION DETAILS FC.1.01 FOOTCANDLE PLAN FC.1.02 ELECTRICAL SITE LIGHTII�iC DETAIL 1 WAIVER REQUES'Tc, . 1. IMPROVEMENTS IN THE r20' .BUFFER ADJACENT R1 ZONING: 1.1. 12 SF OF CONCRETE-SIDEWALK EXTENDS INTO. THE 20' BUFFER, TO SERVICE (2) HANDICAPPED PARKING SPACES.- 1.2. MANOR GRADING FOLLOWING THE REMOVAL OF AN ASPHALT PARKING LOT AND CONCRETE DUMPSTER _.P'AD WITHIN THE 20' BUFFER. 2. DISTURBANCE OF CRITICAL SLOPES (>257.): 2.1. THREE (3) AREAS WITH CRITICAL SLOPES ARE WITHIN THE LIMITS OF GRADING FOR THIS PROJECT. SEE EROSION AND SEDIMENT CONTROL PLANS FOR LOCATIONS OF CRITICAL SLOPES. SIGNATURE PANEL APPROVALS DATE PROJECT NORTH SCALE 1"= 500' 3055 BERKMAR DRIVE ALBEMARLE COUNTY, VIRGINIA CONTACTS OWNER COUNTY OF ALBEMARLE BLAKE ABPLANALP OFFICE OF FACILITIES DEVELOPMENT SENIOR PROJECT MANAGER 401 MCINTIRE ROAD, ROOM 228 (434) 872 -4501 CHARLOTTESVILLE, VA 22902 -4596 babplanalp@albemarle.org ENGINEERS /ARCHITECTS DJG, INC. DONALD BOOTH, AIA 449 McLAWS CIRCLE PRESIDENT WILLIAMSBURG, VA 23185 (757) 253 -0673 FAX: 253 -2319 E —MAIL: dbooth@djginc.com FILE COPY This copy of the approved plan is reserved for the official files of Albemarle County. Please do not remove this plan from the file. APPROVED by the Albemarle Cosa -d+y cola r�unity Q Val pment Depadvae *tA Date r) I F te _- v- poC9.6 SHEET INDEX G.1.02 CIVIL TITLE SHEET C.1.01 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN C.1.02 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN C.1.03 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN C.1.04 SITE & LANDSCAPE PLAN C.1.05 GRADING PLAN C.2.01 DRIVEWAY & UTILITY PROFILES C.5.01 EROSION & SEDIMENT CONTROL NOTES :& DETAILS C.5.02 CONSTRUCTION DETAILS C.5.03 CONSTRUCTION DETAILS FC.1.01 FOOTCANDLE PLAN FC.1.02 ELECTRICAL SITE LIGHTII�iC DETAIL 1 WAIVER REQUES'Tc, . 1. IMPROVEMENTS IN THE r20' .BUFFER ADJACENT R1 ZONING: 1.1. 12 SF OF CONCRETE-SIDEWALK EXTENDS INTO. THE 20' BUFFER, TO SERVICE (2) HANDICAPPED PARKING SPACES.- 1.2. MANOR GRADING FOLLOWING THE REMOVAL OF AN ASPHALT PARKING LOT AND CONCRETE DUMPSTER _.P'AD WITHIN THE 20' BUFFER. 2. DISTURBANCE OF CRITICAL SLOPES (>257.): 2.1. THREE (3) AREAS WITH CRITICAL SLOPES ARE WITHIN THE LIMITS OF GRADING FOR THIS PROJECT. SEE EROSION AND SEDIMENT CONTROL PLANS FOR LOCATIONS OF CRITICAL SLOPES. SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER /ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FI RE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VI RGI NIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 48 HOURS BEFORE YOU DIG CALL 1- 800 -552 -7001 Miss Utility of Virginia THIS PLAN DOES NOT GUARANTEE THE EXISTENCE, NON— EXISTENCE OR LOCATION OF ANY UTILITIES. PRIOR TO ANY CONSTRUCTION, EXCAVATION, OR LANDSCAPING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL UTILITIES, ABOVE AND /OR BELOW GROUND, PUBLIC AND /OR PRIVATE THAT MAY EXIST AND CROSS THRU THE AREA OF CONSTRUCTION THAT ARE OR ARE NOT SHOWN ON THE THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PUBLIC OR PRIVATE UTILITY AGENCIES FRANCHISED TO SERVE THE SITE AREA TO LOCATE, PROTECT AND RESOLVE ANY CONFLICTS WITH EXISTING UTILITIES AND SHALL REPAIR, AT HIS OWN EXPENSE, ANY UTILITY DAMAGED DURING CONSTRUCTION. ENGINEERS ARCHITECTS PLANNERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE ( 7 5 7 ) 253 -2319 FAX www.djginc.com 41 ss,_ Al S.I 1% 1,T t'$ r' 6 l �z ©: �J L .fir Fad COUNTY OF ALBEMARLE SEMIN10LE TRAIL FIRE STATION ADDITION & RENOVATIONS CHARLOTTESVILLE, VA R E V II S l 0 N S 1 6/11/13 ING.Y/JIVIIJ CCOUINTY COMMENTS N0. I DATE - DESCRIPTION COMMISSION NUMBER 21 301 50 SCALE: AS NOTED DESIGNED: DC DRAWN: DC CHECKED: HB DATE: 4/26/13 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT, REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013. SHEET TITLE CIVIL TITLE SHEET SHEET NUMBER G.1.02 1 OF 12 21/ HUGHES ✓OhN EA4 Q6 / / ZONED Flt 1' 51M- -07 -Id / / / / / // / / N19 °5�41 "ly 540' APPROXIti1ATE L OCATION OF (Z) A4 TEN LINE - v/ ER E � DER ss� PRO PO SEA / � S5� \ F/ V 01'?16M4Z PLANS SANIIA 6 GIA11 VOLE 15w 511.00 ER 5 1NV1 505.00 6 \ \ PFTOPO.SED 11114 op E/ ZV- NT END OF FENCE- SPTIING, ✓OE_/ F 0/r' LIA/NNA E ZONED R2 N 46° 07' 05" E 139.95' TREES / e � (Pf�'EDOiG/ /NATEL Y OEC /OC/O /JSj I I I / 1 \ NG' COUNTY OF 14L9E1f147lLE 1 ZONEO CI 61iLJ -12 -1F 1 � ' � c 1 1 GENERAL LOCATION OF SOIL SPOILS AREA - SEE DEMOLITION NOTE #11, THIS SHEET f,' //.'/•'S' 71-&?A,1Q S' N /J!7 AZ 7AY1C 71111,- N 5 \ � - - .� �` � , � :// / 4 . 'Y':� .. / 1�.,,..!: ,'..fir• -��^ j . / �-� /• /.i'.. y rt............... WNS����9 : ' . . . ' �'.� -29 ,\ ��� ,.N.: ;�- �e•..+�- .'""ate„- / / •/' •• : - � -'' � • ' , ' . ' /O,I'(TB !r • : CULVERT (TBD), SEE DEMOLITION NOTE o.. -#12, THIS SHEET VA SF/ PROJECT NORTH ;I DEMOLITION & SCALE:1 " =20' ROSION & SEDIMENT CONTROL PLAN - PHASE �n GYABASSO A41F7NE1lS LLC ZONED POWC 6111- 12 -IEI ti I� 0 LV V LV TV SCALE: 1 " = 20' LEGEND EXISTING: PROPERTY LINE SD,; STORM SEWER CP CP- CULVERT PIPE Wx WATER LINE Gx GAS LINE ssx SANITARY SEWER ASPHALT PAVEMENT a P CONCRETE PAVEMENT ENGINEERS SLOPES >25% 5�o CONTOURS ROAD CENTERLINE ARCHITECTS X WOOD PICKET FENCE - - BUILDING SETBACK TREE LINE P L A N N E R S 07 DROP INLET wv �Q WATER VALVE WATER METER 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 FIRE HYDRANT (757) 253 -0673 VOICE LPG{ LIGHT POLE (757) 253 -2319 FAX GAS METER www.djginc.com cEN GENERATOR PROPOSED: Woo *19.-0 o., rn PAVEMENT TO BE DEMOLISHED �'�' a 0`' t I PAVEMENT TO BE DEMOLISHED / GRAVEL BASE TO REMAIN m ' C. D1?l A L"N � STRUCTURE TO BE DEMOLISHED L; N;;.77 0 CLEAR & GRUB TREES ! z 20/ X (TBD) ITEM TO BE DEMOLISHED % 1' UTILITY LINE TO BE DEMOLISHED 'A C CONSTRUCTION EN TRANCE/WASH RACK S SF SILT FENCE TP TP TREE PROTECTION COUNTY OF ALBEMARLE IP INLET PROTECTION LIMIT OF DISTURBANCE PHASE LINE DUST CONTROL TS TEMPORARY SEEDING SEMIf�IC►LE TRAIL PERMANENT SEEDING FIRE STATION SURVEY NOTES N ADDITION & 1. THE TOPOGRAPHIC SURVEY SHOWN IS BASED ON A FIELD SURVEY BY DJG INC., DATED AUGUST 2, 2012, RENOVATIONS 2. THE DETERMINATION OF THE PRESENCE OF WETLANDS, OR ANY OTHER ENVIRONMENTALLY SENSITIVE AREA, IF ANY, WAS NOT A PART OF ]THIS SURVEY. 3. THE LOCATION OF' UNDERGROUND UTILITIES AS SHOWN IS BASED UPON EXISTING PLANS AND FIELD MARKINGS. THE LOCATIONS AS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. 4. ELEVATIONS ARE IIN FEET AND BASED ON THE FINISHED FLOOR OF THE FIRESTATION ACCORDING TO DESIGN DRAWINGS DATED AUGUST 1, 1979. 5. THE LONG CHORD BEARING AND DISTANCE FOR THE BOUNDARY LINE ADJACENT BERKMAR DRIVE IS N26'18'51 "E, 249.02'. 6. THE PROJECT DATUM REFERENCE IS THEsEXISTING FIRE STATION BAY FINISHED FLOOR ELEVATION OF 530.5, AS PER A SITE PLAN BY S.E. DARNELL, DATED 8f1 -79. 7. THE BOUNDARY SIHOWN HEREON.A8 BASED UPON A SURVEY PLAN PREPARED BY S.E. DARNELL, ARCHITECT, DATED CHARLOTTESVILLE, VA 8 -1 -79. DEMOLITION NOTES 1. CONTRACTOR SHALL INSTALL ALL APPLICABLE EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO BEGINNING DEMOLITION OPERATIONS. R E V I S I O N S 2. DEMOLITION SHALL NOT BEGIN UNTIL WRITTEN AUTHORIZATION IS RECEIVED FROM THE OWNER, AND CONTRACTOR HAS OBTAINED ALL REWIRED PERMITS FROM LOCAL, STATE, AND FEDERAL AGENCIES. 3. TITLE TO ALL MATERIALS AND EQUIPMENT TO BE DEMOLISHED IS VESTED IN THE CONTRACTOR UPON RECEIVING NOTICE TO PROCEED. THE OWNER WILL NOT BE RESPONSIBLE FOR THE CONDITION, LOSS OR DAMAGE TO SUCH PROPERTY AFTER NOTICE TO PROCEED. 4. THIS PLAN MAY NOT SHOW ALL LOCATIONS OF ALL EXISTING UTILITIES ON THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND EXISTENCE OF ALL UTILITIES AND IMPROVEMENTS WITHIN THE LIMITS OF WORK. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OF `ALL UTILITIES PRIOR TO BEGINNING OF WORK. BEFORE BEGINNING OF WORK CONTRACTOR SHALL CALL "MISS UTILITY" AT 1- 800 - 552 -7001 TO HAVE ALL UTILITIES LOCATED ON AND NEAR THE SITE. 5. PAVED SURFACES SMALL BE SAW CUT RETAINING STRAIGHT EDGE. SHOULD THE EDGE BECOME JAGGED OR UNEVEN CONTRACTOR WILL BE REQUIRED TO PROVIDE STRAIGHT SAW CUT A MINIMUM OF 12 INCHES FROM THE JAGGED /UNEVEN PAVEMENT EDGE ALONG THE ENTIRE LIMITS OF ADJACENT PAVEMENT. REPLACEMENT AND REPAIR OF PAVEMENT ITEMS SHALL BE CONSTRUCTED TO MATCH EXISTING CROSS SECTION, FINISH, COLOR AND GRADES AND SHALL PROVIDE SMOOTH TRANSITION TO PROPOSED GRADES. SAW CUTS SHALL NOT OVERLAP OR EXTEND BEYOND THE MATERIAL TO BE REMOVED. 6. ADJOINING PROPERTY, ROADWAYS AND OTHER ADJACENT ITEMS SHALL BE COMPLETELY PROTECTED FROM DAMAGE BY DEMOLITION ACTIVITIES, AND IF DAMAGED IN ANY MANNER, SHALL BE RESTORED TO ORIGINAL CONDITION AT CONTRACTORS EXPENSE. REVISIONS PER 7, CONTRACTOR SHALL USE ALL LEGAL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST OR OTHER HARMFUL AGENTS 1 6/11/13 COUNTY OMM T� CAUSED BY DEMOLITION. DATE DESCRIPTION 8. THE USE OF BURNING OR EXPLOSIVES AT THE PROJECT SITE IS PROHIBITED. -NO. 9, DEMOLISH ALL CURB ADJACENT TO PAVEMENT TO BE DEMOLISHED UNLESS OTHERWISE LABELED AS "CURB TO REMAIN ". COMMISSION NUMBER 10. GRAVEL BASE SHALL REMAIN IN PLACE IN THE AREA OF THE PARKING LOT NOT SCHEDULED FOR REGRADING. WHERE NEW 2 1 3 0 1 5 0 ISLANDS ARE PROPOSED IN THIS AREA, THE GRAVEL BASE SHALL BE REMOVED. 11. ALL EXCESS SOIL REMOVED FROM EXCAVATIONS SHALL BE TRANSPORTED TO SOIL SPOILS AREA. COORDINATE WITH OWNER BEFORE TRANSPORTING SOIL. INSTALL SILT FENCE AROUND ENTIRE CALE; RE SPOILS AREA AND PROVIDE TEMPORARY SEEDING. DO AS SHOWN NOT PLACE SOIL IN THE RIGHT OF WAY. DESIGNED: DC 12.PROVIDE TEMPORARY BACKFILL IN TRENCHES IMMEDIATELY FOLLOWING DEMOLITION IN PHASE III AREAS. DRAWN: DC SEQUENCE OF CONSTRUCTION CHECKED: HB THIS GENERAL SEQUENCE OF CONSTRUCTION IS TO ALLOW FOR FIRE TRUCKS AND FIREMEN TO ACCESS THE FIRE STATION AND BAY DATE: 4/26/13 ENTRANCES WHILE DEMOLITION AND CONSTRUCTION ACTIVITIES ARE ONGOING. THE PHASES REFERENCED ARE DELINEATED ON THE DEMOLITION PLAN. THIS SEQUENCE OF CONSTRUCTION IS NOT INCLUSIVE OF ALL EFFORTS REQUIRED TO PERFORM THE WORK. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO COORDINATE WORK THAT PROHIBITS ACCESS TO FIRE STATION WITH THE OWNER. SEQUENCE CONSTRUCTION, INCLUDING CULVERT DJGRUMEN OF RVICSHEOINCONFIDPURPOSAF INSTRUMENT OF SERWICE FOR THE LIMITED PURPOSE OF AND STORM PIPE REMOVAL, TO PERMIT FIRE TRUCK ACCESS TO THE BAYS AT ALL TIMES. EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OIR IN PART, OR THE MODIFICATION OF 1. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES FOR PHASE L WRIT`TY NCO SENITOF JGHNC1.ISPROHIBITED. 2. PERFORM DEMOLITION AND CONSTRUCTION WITHIN THE PHASE I LIMITS EXCEPT AS FOLLOWS: ALL RIGHTS RESERVED. COPYRIGHT DJG, INC . (C) 2013. 2.1, DO NOT INSTALL THE WEARING COURSE ON THE ASPHALT PAVEMENT, SIHEET TITLE (COORDINATE KITH OWNER WHEN EXISTING PARKING LOT BECOMES ACCESSIBLE FROM PHASE I ENTRANCE FOR FIRE STATION DEMOLITION 2.2 DEMOLISH EMPLOYEE CUOLVIETAASNFINAL STEP IN PHASE I. AND EROSION & 3. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES FOR PHASE II. SEDIMENT Al. INSTALL NEW STORM PIPING AND STRUCTURES SHOWN IN THE PHASE III PLAN AS NECESSARY FOR PHASE II CONSTRUCTION. BACKFILL TRENCHES TO PERMIT TEMPORARY ACCESS TO PHASE III. WHERE TRENCHING SPANS THE FULL LENGTH OF THE CONTROL PLAN BAY ENTRANCE, SEGMENT DEMOLITION AND CONSTRUCTION OF UTILITIES TO PERMIT ACCESS TO THE BAYS AT ALL TIMES. SHEET NUMBER 5. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES FOR PHASE III. 6. PERFORM DEMOLITION AND CONSTRUCTION IN PHASE III. � • � . 0 6.1. COORDINATE WITH OWNER TO ALLOW FIRE TRUCK ACCESS TO THE NEW ADDITION AND POV PARKING FOR FIRE STATION EMPLOYEES. 2 OF 12 ENO OF FENCE SPR /NG 1OEL F OR LG4NN,4 E ZONED R2 N 46' 07' 05" E >39, 95' N I TREES / / U (PFZD20, w /,'L Y DEC /Ol/OUS� / �r HUGHES, ✓OHN ZONED R2 61W -07 -16 G REMOVE ELECTRICAL PANELS TP (SEE ELECTRICAL PLANS) D ' 0 �• RELOCATE GAS METER, t28 LF I +" 4 • OF GAS LINE & GAS VALVE / D } IMP- ANCRETE 1 s / c AMP /PORCH & BRICK WALLS DEMOLISH (2) LIGHTS N >9' S X41 ly 5.40 r & PLANTERS) 1 - / APPROX /M, 1Z- ZOC,41ION / OF �Ej #4TER L /NE -� , t ?x - / 1 rz ZJ FIRE STATION 1 / SI 1 Br�S�MENT FF -530. j0 - / DEMOLISH CONCRETE 1 \ SE�Ii s ;sHEO1 & BRICK STAIRS 1 < \ FROM 01'FIC4V14L PLANS o S p SppAN /TAY MANHOLE � 1 Q QEMOLISH STAR 6 P ;DEMOLISH RETAINING 1 R S�� INV=505.00 �{ 1 �3 � D WALL-&�C4JRB . DE�IOLISf� CQN _CRE FOR I ° STORM DRAIN REM VAL 0 .EXISTING JOINT o Or \ DEI OLISH (2) BOLLARDS I FU L TANK TO BE REMOVED (BY OTHERS) 04!( B /GOS, Tf10ylAS H OR X4THflr /NE H ZONED R2 END OF FENCE F -ZVI' N 46,15,55 "E 99.99' �oAw ,X X r-� X __ TP XI REMOVE LIGHT POLE ; �'�: ' ' . I' LPI _ I _. WAB,9SS0 PARTNERS LLC 4 I \ \; ' . ; ZONED RIOW61 �' - : PEDESTRIAN ROUTE : EMPORARY: PACKING "FOR •�; 1 FIRE STATION : BDILRING -OCCUPANTS. :: I ' DURING, PHASE II : GRAVEL PATCH (BRIDGE (E) < I PAVEMENT & (P) ASPHALT BASE COURSE WHERE (P) STORM PIPE \ .Riq � DS�g WILL BE INSTALLED IN PHASE 11) 3388. \ Pf'OPOSEO GUATER T D ` \ FLAG ' F�OEE T °0 EASEtiIENT r : BE RELOCATE \ \ "�-� -''x� °� ° #, ¢z J• .;�"` lP TRfIF ru. �\\ \ � � 'i �r-� � � "�_.:c- ��'��J� T"`+`*.te - �.� 60X , -F . n,J�J Ma i „,e s t. re �, I .� N \ < r x< 2 ��,♦ '� � \ \ \ � x. e a �Mµ��.r"` �'t Y���;;�:s�+'�'�'' / f^'. '- • *�"� • '. • \�- I � � \ try � �j:� y)�. �• `��e},f! -�5. �� � .'! - � .' - • \ ' \PHASE II ♦ I .. NO, . �i \ \ j�\ \ \ jai �. •:'- :',�:"'.- /. •�'. �•. .,•.•'.•'. - .'•�„�•., .. .- :.•'.�,�,.r_..,.� -'•,. - �' TRANSFORMER T�0 BE RELOCATED N �' COUNTY OF ALBEh1ARL,E ' i �� � � , f : • ' . ' . - - . • '�` �� Rl , • . • �� ,,, �.../ ZONED cl HAUL ROUTE TO -STOCKPILE " I TP / >� GENERAL LOCATION OF SOIL SPOILS AREA — SEE DEMOLITION ti r '/ 1::': .: • . NOTE #11, SHEET C -101 S s� / \ SF DEMOLITION &EROSION & SEDIMENT CONTROL PLAN - PHASE II SCALE:1 " =20' 4j PROJECT NORTH i 3 a GRAPHIC SCALE 20' 0' 20' 40' SCALE: 1" = 20' LEGEND ARCHITECTS EXISTING: 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 PROPERTY LINE SDX STORM SEWER CULVERT PIPE Wx WATER LINE Gx GAS LINE ssx SANITARY SEWER COUNTY OF ALBEMARLE ASPHALT PAVEMENT ° CONCRETE PAVEMENT v CHARLOTTESVILLE, VA —s¢o CONTOURS ROAD CENTERLINE X WOOD PICKET FENCE , — — — — _ BUILDING SETBACK TREE LINE D1 DROP INLET wv �Q WATER VALVE WATER METER FIRE HYDRANT LPG LIGHT POLE © GAS METER cEv GENERATOR PROPOSED: PAVEMENT TO BE DEMOLISHED I PAVEMENT TO BE DEMOLISHED/ REVISIONS PER GRAVEL BASE TO REMAIN STRUCTURE TO BE DEMOLISHED N0. CLEAR & GRUB TREES X (TBD) ITEM TO BE DEMOLISHED 2130150 UTILITY LINE TO BE DEMOLISHED © CONSTRUCTION ENTRANCE /WASH RACK S SF SILT FENCE THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION TP TP TREE PROTECTION ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013, SHEET TITLE Qp) INLET PROTECTION ---- LIMIT OF DISTURBANCE SHEET NUMBER PHASE LINE 3 OF 12 DUST CONTROL TS ® TEMPORARY SEEDING PERMANENT SEEDING DEMOLITION NOTES 1. PROVIDE TEMPORARY BACKFILL IN TRENCHES IMMEDIATELY FOLLOWING PIPE DEMOLITION AND INSTALLATION IN �. PHASE III AREAS. ENGINEERS ARCHITECTS PLANNERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE ( 7 5 7 ) 253 -2319 FAX www.djginc.com AUN Lic. No. NO l2 z0X� COUNTY OF ALBEMARLE SEMINOLE TRAIL FIRE STATION ADDITION & RENOVATIONS CHARLOTTESVILLE, VA R E V I S I O N S 1 6/11/13 REVISIONS PER UNTY COMM NTS N0. DATE DESCRIPTION COMMISSION NUMBER 2130150 SCALE: AS SHOWN DESIGNED: DRC DRAWN: DRC CHECKED: HB DATE: 4/26/13 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN VOTHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013, SHEET TITLE DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN SHEET NUMBER C.1.02 3 OF 12 I i I s 2 EUD OF 1_'Z-11 CE SPRING,' ✓OEL F OR Z14NN,9 E ZONED R2 _ N 46 ° 07' 05_'" E 139.95' _ 61' 1 -°� 19 ' _ P MULCH h�1 0 I� 3 ° VP -5 OSE -DOWN CURB, (EDGE OF tit c3 x _ ( SIDEWALK, CURB, GUTTER ALL FLUSH) ,, (� / �6, _ CONCRETE PARKING BUMPER 5/ � TREES x/ I "HANDICAPPED PARKING" SIGN (SEE DETAIL, SHT. C -503) � �PREDO&INATEL Y OEC1000[IS) / /, T x _ _ _ _ _ _ 11ZIcNES ✓oHN E p6 2 / (P) 12'X4' GENERATOR P' D� I 24\ . "HA "HANDICAPPED PARKING" SIGN SEE DETAIL SHT. C -503 ZONED R2 g 7.5" RISERS, I 1' WIDE RETAINING \WALLS W/ `� oaf �� { ) 61LI -0, 0 / / ( ) \ AIL\(NG SEEj SH -502) B1G'CS, 1 &14S H 01? lf,41h ,'1NE H END OFFENCE „ CC ZONED Flt / (8) 12 TREADS t `� � � � ' - (�� GRASS I � � ¢„ A -9 X11 46° 15' S5 "E 99.99' _ _ / / 1 x AXIT. 12 I \ ° 61ti1 -09 -9 / / C ?x _„ -r AMP DOWN 7 !\ 1� oalf - _ - - / - �\ X x x - / I 1 y3D `:. .. ` 6 ��� :s / . �. Ilk . / L_ :. 11 t / -�.:. . . _ .gin\: L 4 / / \ P BUILDING -'' \s I \:, 1 - oo. '_ _ / ti '.. :� . ADDITION . / ) \ o : \: :: }.: off, .. . .�.....:.. , . �. / / r\ \� \ NGR (R)' MU.LCH': I .',\� // \ �� \ E : '1.50. ' 1 125. k. !p / P 5Xfi STOOP r ISLi�Np:. :.: :.:.'.\. ::. ..;:. :,:.: ::•:�::;: :::::::'«?'• :•:.•:.': ::: / I , >, , I t 1) 11" TREAD : . RRICK . CIR 1E - PAVER: IT: :5'•.':.'.':..' ;.: ' :.', .:.'..:.. � '.:. :. . . :. . .�.,.,.. {) t \ �I ,SEE : OTEv'.; THIS: ; S ' T.' :T .�\ = :--r- . N 19' S�/41 w 5.40 1 MECHANICAL PAD \ I d r `\ _� � '�' . 3 ''- . :..: •. • . • .. •, . •. • . • . . .... , ........... . / aPP1lOWIM4IFLOC.9T10N \ l ,;. PROPOSED FIRE STATION ADDITION \ .: : \:, :, ::;. SJ -'1 • \ . . : / OFD- l4/ATER LINE 1' 00� (P) ADJUST CLEANOUT FIRST FLOOR FF =530.5 ` I' ' ' " ::: • :::•' 1. / X RIM TO MATCH TOP I � \' OF CONCRETE PAD ' .: '' ' : ',: : ': :,•: -' 1. 1 S I.� �> \ \ ` ` (9) 7 RISERS, „ . L'aGf�OLi' •\ 1 .L - i r �EjF /RESTAT / /ON � \(8)�11'�TREADS , :;.. .... D'fE .;.:, . . - •. .: -:•.: •.' . :.;:.: -':• �S� i : S :: - . :: ; : :: ; : '; .:.'..' : : --^,. ,^ �T i \ P FIRE \:.' :: . • :\: ': ':: ::. -ao.} .. {TYP). . A 1 DEPARTMENT : �:::: • ::::. ' • :: :. . R E �5� \ X 1 CONNECTIO ;:• :':�...:..,. -- - . .• �'.': :: ... :: ,,'.':::: \/ E R N ; S E 1 \: : . PRA s � ° ; ' : \•: ::''. :: � \ I I I �' 1 : �' _ --' .. P,�.:4 x5 : LANDING. ,� -. 1. 11 I 8) 7 RISERS, (7) 11 TREADS : ::, ::. �. ..,'.:. , ,..\::::; .' :: ' : ' Fh'OM Ofd /GfN�4L PLANS p :� : :: 1: .. ...:.1. .° ' ° , ° b ,9 ° 1 WrD, ' 0 , '' r "i •WA4:L -: :, - .� :. \ ' ' : (P) INSTALL CONTROL r Jp;� , 7 RISE .. . ' . . ' . SAN /Taff>fY tiI4NHOLE I JOINTS CREATING (4) ' " ' •'. ° :' C:.. , SEE, N'OTE`14, :7F±1. W RAILIN, , '.MA-X , T = }q•; :.: a65. LF: REL CAT [7: ::. : E I' 6 �11�° TREADS . o o / �� \,��qf 511.00 \ EQUAL SECTIONS , . b I't �. \ :': �';....; ' \'' `_.. ':.': :::::': ':::::: GIBS: LINE::'. ::::::' .:1 . SHE1 =T'; :.; :.:. ER s /NV 505.00 {P) 192 LF -6 DIPI A \ °� o b' �P' ,•b • I I a_ ,5x5 LANDING o o SEE PROFILE, f. wy, Y .. - V \ b ' b. ° b�v \.': \'.: :,' :',': :'�::' ;:.::.. - -� 6 \ SHT. C -201 I p, Q \. b i ° I 4 s CG' (TYR):.: _:, ,,d . I� 1 �, - RET �INING 1NTA..L. �•-' l. :': :. '.1.0 . -: i _ _J - s� \ I I w' R1114NG --�. : �►-o.: 4 c; :::.:. j :. ; :::::' :: /I BOLLARD (TYP. OF 5) -(P) DUMPSTER PAD (FLUSH W/ ASPHALT) -3 -SIDED VINYL DUMPSTER ENCLOSURE, (SEE DETAILS) 1.00' (TYP 3 SIDES) m I-) lyaBaSSO PARTNERS LLC ZONED PDMC C,,I 6111- 12 -1E1 t Ii I� V V I t '• "� :�' .°: ' b ' ' 9 " SD SD I'. �', . Gx "� Gx \ \ 1 ... � .. � R-25- -;' R2 . • .:::: _ -- \ T -� :..Y : b .� d 1 s raaclf, PF,'OP0SE0 G1147z f� � � \ � .: �''': :: :.: ...: : r: :::::• ::':::'.'::: ::' ::'; , ''.': \ �: � .... ---- R25' \: • .. ' ; . • ; . ' is AS LINE TO / CONNECT PROPOSED CURB & E9SEtifENT - T' P CONTROL JOINTS'I: , . .• '; �._ \.' '' .� \ .i � REMAIN (TYP) GUTTER TO EX. CG -6 C . .. . P GRAS /'- ' ; : CGI '(GYP.)' '' a \ \. �. �: • : • :.' : • GROUTED CONNECTION OF .. •:.\ \ �\ .. \ � ; \�:':: :; : :�" '':'::':::' :. ' . �. ;.: � AF 1 j � , %" REBAR IN 3 PLACES) \ (P) 6 "X6" DIP TEE \ a \� \\ \ �.roQ:..; . . : ;::.' *. .:, o . _ _ - - T - - = ______l \ ,. -- } _ _ \ \ \ \ \ � � 1 ` \, :. :: :.\ .: , : s i'. / �' '. AF, -� P- GRA�_S - ___S, _=___=__- . . : ::: -: ,�I \\� \`\ ` `mil: , / (G --� r` = 3 __ _ - - / `�; : ' C \ .... �l . , ..:...,: .I, .... .., .� / SIGHT . 4� 25 _ - "V\ \'.:::': `k ' ' R. 5 . F DISTANCE: ':ANTRA. GE':: •. - '. \ �,� \ \\ S S - / - ::.j... .... • S =950 ;�. \\ �:�:• , \ \\ •..i : EN.TRAN�E '.: ' .'.' J y .' j� (P) TRANSITION GG -6 ,� I 1. / \ \ .: .- "�� `` - .' :...'........:..... TO MATCH EXI ING 0- N a- \ `� � : : : :...: ; 1200' , I ` SDL= Nom- i ( .;. :,. ��1;!l -•�;•' ..r 2 .;. ^ .�. •,' . .'.,• \. ✓. - -,,.. ' \ / P.• -' ' R2 .•..•. •. ✓ �_ ' ; :: '::: ./ i . \ :. .,, X36..:;;::.. . / ': '' �\ \ \ \\ AUTI jORIZED VE LES : '. •/ :. ��;✓ ; . \ \\ ,> . ' :::::...'::::.:: 500' R D /US {p) 4' -5" X 6' -On \ \� \ :: �:•:ONI�' SIGf�,S 5 -11) �.' ., �- __ _'. .. - - - - -_ TRANSFORMER PA \ : '\. IGH �� ..:: :...':: •: W __.___ 20' DRAINAGE / 1 1 \ \\ �•�:1 :::1: � .. / , I '.' - : - -•_, 1 EASEMENT (TYP) 1 \ ;�'�: / 1 \ �- V -� \ :., D • 1 '\ ��� :.:: •� :::': R MAC S i �. / :.:.: ;:.: y���..:.... , ERA VAS ��. - COl/NTY OFAL8Eh1ARLE \ 1 �:..l':: : , ; :. ..': � „✓' ZONED C1 I SO 1 � - • ' • : I ° -_ .1.11/. . .�: ::'': % '_1 - 'NOTES 6111 72 -IF / ... • . * , : , '. \ 0v � . . I \ . : • . •.... � / o� �� J �• •: / ' 50 R (SEE NOTE #5, 1. THE DISTANCE FROM THE PROPOSED FIRE STATION BAY EGRESS TO THE NEAREST INTERSECTION OR DRIVEWAY TRAVELING SOUTH ON �( \ �'� THIS SHEET) �s� BERKMAR DRIVE IS f45' FROM CENTERLINE TO CENTERLINE (DRIVEWAY LOCATED ON THE EAST SIDE OF BERKMAR DRIVE). i `/ � > . - r�� 2. THE DISTANCE FROM THE PROPOSED FIRE STATION PARKING LOT EGRESS TO THE NEAREST INTERSECTION OR DRIVEWAY TRAVELING NORTH 1 .;�: - ! %` ON BERKWAR DRIVE IS ±270' FROM CENTERLINE TO CENTERLINE (INTERSECTS WITH BERKMAR COURT). /TURN ,LAN / 3. BRICK PAVER CIRCLE KIT SHALL MATCH COLOR OF BUILDING FACADE AND BE APPROVED BY THE OWNER. SEE DETAILS ON SHEET C -503. 1 / // / .. �' 4 THE REQUARED SIGHT DISTANCE AT BOTH DRIVEWAYS IS 390', MEASURED FROM 3.5 ABOVE GRADE FROM THE LOCATION SHOWN ON THE / / / `L � " 1 / , l 4.1. SDR =SIGHT DISTANCE RIGHT // / / i - 4.2. SDL= SIGHT DISTANCE LEFT / // �QQ- � 5. 50' RADIUS SHOWN DEPICTS THE TRAVELED WAY REQUIRED PER VDOT ROAD DESIGN MANUAL. / % / �I I / z / // / I� -°° \s�5� GENERAL CONSTRUCTION NOTES / � // � 1, PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL / �. � BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE / � REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. I /� 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE: ) / --`sue 1 3. EROSION LAND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN 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. 5. THE MAXIWUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY. OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE SITE PLAN GRAPHIC SCALE TO BE ACHIEVED. or 6. PAVED RIIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS SCALE:1 " =20' I 20' 0' 20' 40' DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 414 1 60 IIIIIIIIIIIIIIII � I 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. PROJECT NORTH SCALE: 1" = 20' 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR I PART 1926). 10. ALL CONSTRUCTION VEHICLES SHALL ENTER BERKMAR DRIVE FROM RIO ROAD. 11. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING BERKMAR DRIVE IS KEPT CLEAN DURING ALL CONSTRUCTION ACTIVITIES 12.APPLY 3" LAYER OF MULCH BENEATH ALL TREES AND SHRUBS AND AS LABELED ON THE SITE PLAN PER THE MULCH BED DETAIL ON SHEET C -503. APPLY MULCH IN A 3' RADIUS AROUND INDIVIDUAL TREES. 13.WHERE PROPOSED WATER LINE CROSSES EXISTING SANITARY LINE, SANITARY LINE SHALL PASS AT LEAST 24" BELOW WATER LINE. WHERE � THIS IS NOT FEASIBLE, ENCASE SANITARY LINE IN CONCRETE 10' ON EITHER SIDE OF CROSSING. REFER TO SPECIFICATIONS FOR UTILITY 14.AVOID CONFLICT WITH PROPOSED LGHT POL E I FOUNDATION AND EXISTING GAS LINE. LOCATION OF EXISTING GAS LINE IS APROXIMATE AND 1 SHALL BE FIELD VERIFIED PRIOR TO EXCAVATING.. LEGEND EXISTING: _ PROPERTY LINE SDX STORM SEWER CULVERT PIPE Wx WATER LINE ox GAS LINE ssx SANITARY SEWER , ASPHALT PAVEMENT : .. � . ' . " CONCRETE PAVEMENT 5s(o CONTOURS - ROAD CENTERLINE x WOOD PICKET FENCE - BUILDING SETBACK . TREE LINE Di DROP INLET wv x WATER VALVE WO WATER METER FIRE HYDRANT 1P,_3:� LIGHT POLE © GAS METER 0EN I GENERATOR PROPOSED: ASPHALT PAVEMENT ' - -' HEAVY DUTY CONCRETE PAVEMENT ;:•; -:::, LIGHT DUTY CONCRETE PAVEMENT SD STORM SEWER W FIRE SUPPRESSION LINE N WATER VALVE P/Vo POST INDICATOR VALVE � GAS LINE ® GAS METER • TREE LINE QO PARKING SPACE COUNT �� HANDICAPPED PARKING SPACE 555_ CONTOURS R RADIUS MEG MATCH EXISTING GRADE FG FINISH GRADE EP EDGE OF PAVEMENT TIC TOP OF CURB . DIP DUCTILE IRON PIPE TW TOP OF WALL TSW TOP OF SLAB AT WALL TS TOP OF STEP BS BOTTOM OF STEP TP TREE PROTECTION (SEE SHT. C -501) ""'- Ms -2 PLANT MATERIAL /QUANTITY (0 ,l / X j SEE SHEET C -503 TREES (SEE SHEET C -503) x J� SHRUBS (SEE SHEET C -503) 0 00 a LIGHTING (SEE SHEET FC -101) w: ENGINEERS ARCHITECTS PLANNERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE ( 7 5 7 ) 253 -2319 FAX www.djginc.com 040900$10 /y,, � p 3 OL p� r I .B11r r� c;. ���Al�rI I,,r No 77k) I �° /'' 2 �'D /- �_ to S' O?vAL 00'x, ,&, , 0 COUNTY OF ALBEMARLE SEMINOLE TRAIL FIRE STATION ADDITION & RENOVATIONS CHARLOTTESVILLE, VA ■ R E V I S I O N S ■ 1 1 6/11 /13 1 nLv101VI40 Fr_n NTY OMM NT N0. DATE I DESCRIPTION COMMISSION NUMBER 2130150 SCALE: AS SHOWN DESIGNED: DC DRAWN: DC CHECKED: HB DATE: 4/26/13 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT ,OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED). COPYRIGHT DJG, INC. (C) 2013. SHIEET TITLE SITE & LANDSCAPE PLAN SHEET NUMBER C.1.04 5 OF 12 i I I I d 2 I FiNO OF FENCE STPR/NG, ✓0EL F OR L /ANNA E ZONED R2 N 46' 07' 05" E 159.95' - s /r�L -°/ /9 - - _ J. 4 / � -�" `� �. 546.94 � --11�r \ / - I EP /SW 6iYV TREES \ / l '6' -- SW= 547.14 �, l _TW= 536, 7`J (PREDOM /NATEL Y DEC /DUOUSJ I I - / _ - \ _ _ _ 6 C= 547.64 I HUGHEs ✓OHNE 06 2 /`- TSW 529,9 - - - - - -- \�\�� (- � 124 EP W= 7.1 ZONED R2 / TW= 536.25 rl TW= 43.00 44.15 \ 5 O41 \ TC= 547.60 61ly -07 -18 / TS1+1= 31 37.60 I V B //'GS, THOA14S H O/F A'4711EIFINE H / / - G W= 531.5 �S, 1 SW ) ZOrUEO T?2 ENO OFFcrUCE\ / / 60' -4" PVC I IX x\ 5 2.0 �Qh \ S 6.0� (� \K 61M -09 -9 N 45' 15' 55" E 99.99' - _ / / I - - - - FIG , 1 � \ \ 542.75 XAS�' °\ � EP --� 247 6 x �- � x x / / INV 5 1 c,4s i ;�', ';. FG = 547,76 I C 18"' -.- . -. / / 546,84 : ' \.' ---7 \\ ' 535.52 \ . 55 56 , . / 20 DRAINAGE _ _ `:> P W -"`' ' " \ TS 530.46 45.50 �' . ; • :... '' . : ' . ' : : ' : ' ' .. . / EASEMENT TYP FFr533.0 529,90 544.50 ; . , .' x''.1" -, • :'•' : :. : : :: ; : ; . . . k . � I . / / so, � 531.00 J NV a. - ., 7 LOW - :.. \;'.'; : .. ;.. .s. ' , • �-. AREA \��� ' - . .'.'' .. ..- -.... .' ' �- 547 2 : " .'' "•P MEG= .548:78: ..:.; ...". ,'.'.:.'; ::::: . // 532.96 ZURN Z -883 �/� FG \ 46:48: ', : ':. . ' . ':::: '.;' ::, - . $ '' ' / � FG L-----, TRENCH DRAIN WITH AMP UP INSIDE ( .` \ E.. E%6- - \ 45.20 \EP TC . EG: • : , F : ' EG= 549:28 . ' \ :::::. 1:: :. �_ . / 4t' BOTTOM OUTLET BUILDING TO I \ l 6.. / ` \� FG\ 44.7 .�:.'gs": :::::.' ;.5 f;9Ct ::::`:' ::.'::::: :; : ::: ::' ::':::'•'' •' \.:::.': / r a 1 R'M= 529.85 1 ELEVATION 53 .08 TS= 545. G : ' : • :\: • ' , . \`... : :. :: •' :: :: \: :.::: -::.:: ; • : :.: ; • :: INV= 529.18 \..: :_ :..: • .. . N 19° 5/41" lY 5.40' % 530.30 TSW= 31. 5 BS =544.2 : \ : ' ' \ =. �• ;T \� :� \ I r •: \:� -�- -- . 45.50 W : - :. :K. / APPRO,� /GJAT - LOCAT /0N EP FF s \ \ . "' ' : 1 1st FLOOR FINISHED . `.:. ' . •.. •: ' ' : ; \ . \ . 11 , . 530.15 FLOOR 545.58 545.3 °." _ T5 =54A:7 \ .. \ .. • •. _ . / / �J x . ::; / � 'i+: EP APPARATUS BAY FINISHED \ `. . S =544:14. �: -, •; . FLOOR = 530.50 545.20 �� \' : :: " ' I/ I 1 5+ '" \ 530.30 , ° °• '. "543'61 • A\ . \ ` FG x 4 i I. 544.70 . \.': '' I \ i r BASELJENT FF- -530 50 ll %pC .: ' ' :::: . ..: . .. . : -:.. ' : :.' ....::.; : * I �,� 55 \ ` 1� �� I' 20 LF 4 :''"�•."' :: , . ;:.: ,:• ;: ::.: \:• :•;.' \ // \ 1 m c : \ : ;.. ' GyABASSO PARTi1 ERS LLC ® I 2% . ..� .; .. . . . -I' :'. :.. ;.'. . - : :.;.' . . ZONED PDLIC N1E� I sHE 1 �,, oK� l E \ �� :: ; \•';.::::' :::::..'• ;. ,. . .. . .;.'.. \ ::: ::.... ::..:.:...... E S� \ x �• \/ E,�ER �11111, S \ 1 CATCH BASI1v ' = \ ::. ' :. :'.: �, :.'. :\ ... : S \ RI - 44.40 \ : :: :: A :: ; . •:.' :.`.� ~ •; � \ II K R 543.40 ' : \: \FOR A : L .SP T: LE.VATfON :: ; :.::: '.. :: : \':: :' ::: RR�P� �s� K I l I I 44.70 . ....:..:: •..., :. ;.. 1-1 1-1 \ 6 \ . �: • ... M6 LF :6 "'"�P .ff�.OM' ROOF:• 1-1 �' . \ 11$ .: .3 . :.' 30.40 ' i'�' : ' pRAIN :TO.: y0}Z E'X: FIL'TER\ :: ` \:::: ;::': ; :::::. ... •; \.. �, P� s / " \ o \ FT�OM Ofd /GiNAL L N 7' r : . o \ ICI EP :\.: ::' -. T. . , . , , . �..... , � .;.;.. ,.:::. : I ( �'' , Y� , ; e � .. %'.MIN . UFJPE : ::. ,> :::.- ::\.'. :.: : • .� \514N TAAFIYtiIANHOLE 1 I t \ . 53040'.8 ' ' �': :. ; . , .\;....:.. , . • . _.¢ p .. EP I o. I :I.1• "�.0, o +.: X �::. \:::. :• . :;...:........:..'':....'...... i1I'S11 DO { \ \" Q p :C: : :, : :': �a40:60 :::: :: : ::: \ :.:: ': :.: :::' :::, : :.; ;: ; .; \, ; 4 ' ,,�0 )) : :: :::::::::::. �S� /N!/- 505.OD I \ \\ -� 4 oo L� '�.'°STORMWAIT'R \....':. ; ::. : :;: : :: . �� R : ' MEG %EP: \ SE \ , y.. °s o CISTERN v - O O A ' :53$.52\ : : ',\: •. 17 . 6 I mow. \_ -- " a3$: ....'..: •. \.: .. 11 g �� , - .v...� FT =2::: MEG /EP : :t :\ :.'-: :' £. E. �. 4 I y. • � - � ;. I� I r o i F i\ I ' I V, yi .. - . w ' . o:.' ' y; y . • "� o • I ' p - ,: ' :f \ •• " . -• T ' _ ' .''C\' - . -G \'.: G x D -sC ' • �D SD ' PED --- I \ " �\ P R!f /NG PROPOSEO lVa TER) . ;''' .... 529.22' ::::: :: ; : , :: ; ' i. ' 52' ..1' \ \ \ \TRACK \ o....... .. -�: ..:.. 35:59: : 3 = \ \ MEG - . �..... ; "......•.. "... 20 DRAINAGE �; ; .; ; :, ''; : : ':.: :.'.. �` /\ \ EASEMENT TYP) \ \ \� : ::_. �: ;::: ; 0'::.:.'. \ \ \'.: -.•: J \ ;\�.:.:...:: ::.::. a \ : s -- w \ �: ; ; I \ \� 1' - ,5 0:30:\•'; :" ..•53 .00 �'; w\ N 3 \%. I\ �� \ ,,` \" .. :�: \: :'; \ \t, ` . Q, f° \\ \\ _3 `Q %52.6 - �` 533: N \ a \ :::.' �� . �\. \: - . ..EP . �' . 41 11 \ \ :.\.. :: -may • ': i - \ \ . ; , • :: - ! • : • ::: , 532.05 \ \\ \ • .. •5 .467 - . • !: - \ - • • - ,� . • { MEG \ \ :. f h. . \ \ :�': FG .'.1 <' ' \ \ \ \:.:,:\. . 11 \ ' \ �' /_ 1 cn \ , \ is -;- • . � : : ' ; , - :. ; : .l:: •' U� ti / 1 \ 1 :; :EP;; .:." .': \.: \gip \ :; ;1 N 1 \ �. ... .,..:,.. . \ K.''..': , a. ::; :: - l 03 20 DRAINAGE 1 \ ..�' '. KQi' - '; :..' • \\ 1 \\ vG EASEMENT (TYP') �..::.. "` U `� . 0 �i ; :..' 1 • . :. g\ W \ COUNTY OF ALBEMARLE \ 1 I 11 ?' -. t .: '• . ' /.� .. " ` \ - - R/ ZONED C/ / 5241•.86 : \y � �� .-- ::; IP 25.03 \ !9\ •' 1 \ :.;..:.j: \ \! 'N ��, DI -6 :...N..I.�.. \s \\ GRADING PLAN P /\ / ,\ \ IF J/ 4d / ,-�x /, :. j � P4.85 -�� PROJECT NORTH] I/ /�; / --- . 42 4 / � 4 -41 ( - - -r) J - 3 ��. -- - 6=- ----y -v = = - _____�� -.�-- 534.14 - , I • . ':.: ,. EP /MEGWX �� \.. � / / \, --_ \ ',ZJ�?Q \ GRAPHIC SCALE 20' O' 20' 40' 1 A-m� � � � !!�� SCALE: 1 " = 20' /\/ / \ / 524.Oa� DRAINS TO VORTOEX ROOF /l\ / EP \ INV= 537.91 / / / / ; ' - � \'� VORTEX FROM VORTEX FILTER TO / \ \// \ / 1 ;�- \ FILTER TANK INV= 536.33 \ // / � TANK 1 / / / � � � RETAIINiNG WALL ACCESS TANK 1 RIM = 539.75 / / / TOP OF TANK = 537.50 / / 4" OWERFLOW W/ OVER BOTTOM OF TANK= 531.50 . / / \sue FLOW DEVICE INV= 536.69 ---�- 8" EQUALIZATION PIPE 4" PWC INV = 532.20 TANK 2 TANK 2 W GILOBAL VALVE AND FIRE ACCESS RIM = 5TANK HOSE CONNECTIO ^I TuRnllcu TOP OF TANK = 537.50 RETAIINING WALL 1 I" P'VC W/ HOSI THROIUGH RETAIN PENETFRATION COI SUMP PUMP BOTTOM OF TANK= 531.50 1p 8" OVERFLOW W/ OVERFLOW DEVICE 6" DRY HYDRANT INV= 536.69. OUTLET TO CONNECTION. DI -2 PROVIDE 8 BOLT FLANGE CONNECTION NOTE: SEE SHEET C -503 FOR TANK DETAIL AND SCHEMATIC STORMWATER CISTERN BLOW UP SCALE: 1"=5' LEGEND . EXISTING: - - PROPERTY LINE SDX. STORM SEWER - CP CP CULVERT PIPE Wx WATER LINE Gx GAS LINE ssx . SANITARY SEWER ASPHALT PAVEMENT :�� : CONCRETE PAVEMENT :.a ^v . 540 CONTOURS ENGINEERS ROAD CENTERLINE X WOOD PICKET FENCE - - - - BUILDING SETBACK ARCHITECTS TREE LINE D/ DROP INLET P L A N N E R S wv m WATER VALVE O WATER METER \ FIRE HYDRANT 449 McLAWS CIRCLE LPo- -� LIGHT POLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE © GAS METER ( 7 5 7 ) 253 -2319 FAX OEN GENERATOR PROPOSED: www.djginc.com ASPHALT PAVEMENT ° - , ' - .° HEAVY DUTY CONCRETE PAVEMENT el4f ** %o �Q' �� �*. s 4'.. 'y •Y' ',.. -'.: '::- ...:.:::.'w:. LIGHT DUTY CONCRETE PAVEMENT �� e SD STORM SEWER 0? el W FIRE SUPPRESSION LINE ?EItI3ERTC.BRAUN �° N WATER VALVE Li,,;, Nu. 7, 20 P /Yo POST INDICATOR VALVE 1�\ � , --- G GAS LINE Q, --,NV XL, J�,G ® GAS METER • TREE LINE Gk PARKING SPACE COUNT HANDICAPPED PARKING SPACE COUNTY OF ALBEMARLE --50-- CONTOURS R RADIUS MEG MATCH EXISTING GRADE FG - FINISH GRADE EP EDGE OF PAVEMENT SEMINOLE TRAIL TIC TOP OF CURB FIRE STATION DIP DUCTILE IRON PIPE ADDITION &. - TW TOP OF WALL RENOVATIONS TSW TOP OF SLAB AT WALL TS TOP OF STEP BS BOTTOM OF STEP --/\ FLOW ARROW CHARLOTTESVILLE, VA REVISION S v' \ \ ' .4 544.74 • TS o TW =544.74 �\ TW= 544.74 \ .. TSW =544.7 . i TSW= 544.74 � v \ • . . - . • I- � G = 544.70 ° ' ' • v �.50 TW- 44.74' . - ' • \.- . S ' . TW= 543.4Q • - • • 534.83 \ \ G -- 543. 0 " - .' . - \ \' \ TW= 544.74 TW= 543.40. . ,TSW= 530.75 v TW= 542..07 - ' . ' • ' - 544.70 G' = 542.00. ° T542.07 . . . TW =50:74 • \ 1 6/11 /13 REVISIONS PER s o G ' =54 .64 . COUNTY MM NT ' D, \ ' / �. - Y . D TW- 540.0. \ DATE DESCRIPTION \ ". I - N0. ' ( TSW�530.75 .\ ° . TW =540.74\ . . ' .. ' coMMlssloN NUMBER G =c>'540.07 v D :; TW =540,07 ' \ ' TW= 540.07.. Z 1 Q 5 0 . ( \ TW 38.74 . . =5fl.00 . D •TW- 540:07. • \. ° o G =5 .74' g . SCALE: AS SHOWN i�' . v \ TSW =.530.27' TSW= 34.88 ' . \' •D • D >' •G' =53 0 DESIGNED: JC •. \ TW= 538.74 . \ DRAWN: D I.- o 1- -537.1 JC o G X57.41 ' . CHECKED: HO `- I �. TSW = X0.150 • ' \- , v DATE: 4/26/13 ' D� TVt�536.0 ; . \ THIS DOCUMENT SO FURNISHED INCONFIDENCEASAN TO G = 536.07' . �\ f INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF + D v . T 3\ D �,� EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION I_r OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- . 9 ' . UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION 0 5D3r6.07 \ o ° OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, • TW= 534.74 \ ALL IR GHNS RESERVED. COPYRIGHT DJGP INC. (C) 2019. / - , G= 34.74 ' o SHEET TITLE D . TSW. 9.91 o Sp SD D D . \ . \ . '\-- _ , . ' .\.. • GRADING PLAN T . \ _ • TS 70 �� -7- .. . G ' :532 - �. - \ '..\•,. SHEET NUMBER RETAINING WALL ELEVATIONS C-1.05 SCALE: 1"=10' 6 OF 12 FROM DI -1 FROM DI -2 FROM DI -3 FROM DI -4 FROM DI -5 FROM DI -6 STRUCTURE DI -1 FT -1 DI -2 FT -2 DI -3 DI -4 OUT -1 DI -5 DI -6 OUT -2 TO Dl -2 TO DI 3 TQ DI -4 TO OUT -1 TO DI -6 TO OUT -2 15' CLASS III 15 „ CLASS III 15 CLASS 15 CLASS 15 CLASS 15 „ CLASS II I TYPE VDOT DI -2A 4X6 FILTERA VDOT DI -2A 6X6 FILTERA VDOT DI - -2A VDOT DI -2A VDOT ES -1 VDOT DI -2A VDOT DI -2A VDOT ES -1 RCP RCP II; RCP III RCP III RCP RCP THROAT/ 4' 6' 32 6' 6' 24 4' 90 4' 25 NA 8' 142 2' -2" 25 NA LENGTH RIM 539.75 540.10 NA 536.78 537.35 NA 529.15 NA 529.15 NA NA 1 533.64 NA 524.68 NA I NA INV IN 536.50 NA NA 533,28 NA NA 524.65 NA 522.75 NA NA NA NA 520.93 NA NA INV OUT 534.25 536.60 NA 1 527.78 533.85 NA 524.55 ,NA 522.65 NA 522.25 527.50 NA 520.83 NA 520.70 SLOPE NA NA 3.03% NA NA 13.04% NA 2,00°/ NA 1.60% NA NA 4,63% NA 0.52% NA ALL FILTERRA UNITS OUTFALLS SHALL BE 4" SDR -35 PVC @ 2.0% MIN SLOPE. RlIM ELEVATION ON DI -2A STRUCTURES INDICATES ELEVATION AT INLETTHROAT. RETAIINING WALL 1 I" P'VC W/ HOSI THROIUGH RETAIN PENETFRATION COI SUMP PUMP BOTTOM OF TANK= 531.50 1p 8" OVERFLOW W/ OVERFLOW DEVICE 6" DRY HYDRANT INV= 536.69. OUTLET TO CONNECTION. DI -2 PROVIDE 8 BOLT FLANGE CONNECTION NOTE: SEE SHEET C -503 FOR TANK DETAIL AND SCHEMATIC STORMWATER CISTERN BLOW UP SCALE: 1"=5' LEGEND . EXISTING: - - PROPERTY LINE SDX. STORM SEWER - CP CP CULVERT PIPE Wx WATER LINE Gx GAS LINE ssx . SANITARY SEWER ASPHALT PAVEMENT :�� : CONCRETE PAVEMENT :.a ^v . 540 CONTOURS ENGINEERS ROAD CENTERLINE X WOOD PICKET FENCE - - - - BUILDING SETBACK ARCHITECTS TREE LINE D/ DROP INLET P L A N N E R S wv m WATER VALVE O WATER METER \ FIRE HYDRANT 449 McLAWS CIRCLE LPo- -� LIGHT POLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE © GAS METER ( 7 5 7 ) 253 -2319 FAX OEN GENERATOR PROPOSED: www.djginc.com ASPHALT PAVEMENT ° - , ' - .° HEAVY DUTY CONCRETE PAVEMENT el4f ** %o �Q' �� �*. s 4'.. 'y •Y' ',.. -'.: '::- ...:.:::.'w:. LIGHT DUTY CONCRETE PAVEMENT �� e SD STORM SEWER 0? el W FIRE SUPPRESSION LINE ?EItI3ERTC.BRAUN �° N WATER VALVE Li,,;, Nu. 7, 20 P /Yo POST INDICATOR VALVE 1�\ � , --- G GAS LINE Q, --,NV XL, J�,G ® GAS METER • TREE LINE Gk PARKING SPACE COUNT HANDICAPPED PARKING SPACE COUNTY OF ALBEMARLE --50-- CONTOURS R RADIUS MEG MATCH EXISTING GRADE FG - FINISH GRADE EP EDGE OF PAVEMENT SEMINOLE TRAIL TIC TOP OF CURB FIRE STATION DIP DUCTILE IRON PIPE ADDITION &. - TW TOP OF WALL RENOVATIONS TSW TOP OF SLAB AT WALL TS TOP OF STEP BS BOTTOM OF STEP --/\ FLOW ARROW CHARLOTTESVILLE, VA REVISION S v' \ \ ' .4 544.74 • TS o TW =544.74 �\ TW= 544.74 \ .. TSW =544.7 . i TSW= 544.74 � v \ • . . - . • I- � G = 544.70 ° ' ' • v �.50 TW- 44.74' . - ' • \.- . S ' . TW= 543.4Q • - • • 534.83 \ \ G -- 543. 0 " - .' . - \ \' \ TW= 544.74 TW= 543.40. . ,TSW= 530.75 v TW= 542..07 - ' . ' • ' - 544.70 G' = 542.00. ° T542.07 . . . TW =50:74 • \ 1 6/11 /13 REVISIONS PER s o G ' =54 .64 . COUNTY MM NT ' D, \ ' / �. - Y . D TW- 540.0. \ DATE DESCRIPTION \ ". I - N0. ' ( TSW�530.75 .\ ° . TW =540.74\ . . ' .. ' coMMlssloN NUMBER G =c>'540.07 v D :; TW =540,07 ' \ ' TW= 540.07.. Z 1 Q 5 0 . ( \ TW 38.74 . . =5fl.00 . D •TW- 540:07. • \. ° o G =5 .74' g . SCALE: AS SHOWN i�' . v \ TSW =.530.27' TSW= 34.88 ' . \' •D • D >' •G' =53 0 DESIGNED: JC •. \ TW= 538.74 . \ DRAWN: D I.- o 1- -537.1 JC o G X57.41 ' . CHECKED: HO `- I �. TSW = X0.150 • ' \- , v DATE: 4/26/13 ' D� TVt�536.0 ; . \ THIS DOCUMENT SO FURNISHED INCONFIDENCEASAN TO G = 536.07' . �\ f INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF + D v . T 3\ D �,� EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION I_r OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- . 9 ' . UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION 0 5D3r6.07 \ o ° OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, • TW= 534.74 \ ALL IR GHNS RESERVED. COPYRIGHT DJGP INC. (C) 2019. / - , G= 34.74 ' o SHEET TITLE D . TSW. 9.91 o Sp SD D D . \ . \ . '\-- _ , . ' .\.. • GRADING PLAN T . \ _ • TS 70 �� -7- .. . G ' :532 - �. - \ '..\•,. SHEET NUMBER RETAINING WALL ELEVATIONS C-1.05 SCALE: 1"=10' 6 OF 12 e a 4 S R EROSION AND SEDIMENT CONTROL NARRATIVE THE PURPOSE OF THE EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE TO PRECLUDE THE TRANSPORT OF ALL WATERBORNE SEDIMENTS RESULTING FROM CONSTRUCTION ACTIVITIES ENTERING ONTO ADJACENT PROPERTIES OR STATE WATERS. 1. MINIMUM STANDARDS: ALL APPLICABLE STANDARDS SHALL BE ADHERED TO AND MAINTAINED AS NOTED IN THESE PLANS FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNERS REPRESENTATIVE. MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (MOST RECENT EDITION), THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH ALL APPLICABLE MEASURES CONTAINED THEREIN THAT MAY BE PERTINENT TO THIS PROJECT, INCLUDING MINIMUM STANDARDS 1 THROUGH 19. IF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS FOUND TO BE INADEQUATE IN THE FIELD, THE MINIMUM STANDARDS WILL APPLY IN ADDITION TO THE PROVISION OF THE APPROVED PLAN. 2. PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO ADD TWO ADD11IONS TO THE SEMINOLE TRAIL FIRE STATION. THE SITE WORK INCLUDES RECONFIGURING THE ENTRANCES TO THE BAY AREA AND THE EXISTING PARKING LOT, DEMOLISHING A PORTION OF THE PARKING LOT TO ACCOMODATE THE LARGER ADDITION, ADDING TWO RETAINING WALLS, AND INSTALLING A SPRINKLER UllE TO A NEW FIRE SUPPRESSION ROOM. 3. EXISTING SITE CON DITION$: THE SITE TOPOGRAPHY DRAINS VIA OVERLAND FLOW TO DROP INLETS IN THE PARKING LOT AND BAY AREA„ WHICH! OUTFALLS TO A MARSH LOCATED SOUTH OF THE SITE ON COUNTY PROPERTY. TOPOGRAPHY IS STEEPLY SLOPING NTH TWO RELA11VELY SMALL AREAS SUCCEPIIBLE TO CRITICAL EROSION. SOIL EROSION SHALL BE PREVENTED BY PLACING SILT FENCE ALONG, THE PERIMETER OF THE SITE AND PROVIDING TEMPORARY SEEDING AS CONSTRUCTION PROGRESSES. 4. ADJACENT AR ASJHIS SITE IS BORDERED ON THE NORTHEAST BY TIMBERLAKE LIGHTING (COMMERCIAL), NORTHWEST AND WEST BY RESIDENTIAL DEVELOPMENT., THE SOUTH BY COUNTY PROPERTY, AND EAST BY BERKMAR DRIVE. 5. OFF SITE AREAS: THERE ARE NO OFF SITE AREAS ANTICIPATED FOR THIS PROJECT. 6. OS S: SOILS INFORMATION FOR THIS AREA IS FROM THE USDA SOIL WEB SOIL SURVEY. THE SITE IS COMPRISED OF THE FOLLOWING SOIL GROUPS: ELIOAIK LOAM 2 TO 7 PERCENT SLOPES, DEPTH TO WATER TABLE IS > 80 INCHES. PACOLET SANDY LOAM- 2 TO 7 PERCENT SLOPES, DEPTH TO WATER TABLE IS > 80 INCHES. WEDOWEE SANDY LOAM- 7 TO 15 PERCENT SLOPES, DEPTH TO WATER TABLE IS > 80 INCHES, 7. EROSION AND !SEDIMENT CONTROL MEASURES: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 1992. EROSION AND SEDIMENT CONTROL PRACTICES WITH VESCH NOTATION: 8. CONSTRUCTION ENTRANCES (3.02) TEMPORARY STONE TO BE PLACED AT ENTRANCES TO THE SITE WHERE INDICATED TO PROVIIDE EROSION AND SEDIMENT CONTROL. THE CONSTRUCTION ENTRANCE IS TO BE REMOVED ONCE CONSTRUCTION IS COMPLETE 9. SILT FENCE (3.05: SILT FENCE WILL BE INSTALLED ON THE DOWNHILL SLOPE AT THE LIMITS OF GRADING IN ORDER TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCE INSTALLATION SHALL BE COORDINATED WITH AND INSPECTED BY THE EROSION AND! SEDIMENT CONTROL REPRESENTATIVE. 10. STORIM DRAIN INLET PROTECTION (3.07): INLET PROTECTION (INCLUDING DROP INLET AND CURB INLET PROTECTION) SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS IN ORDER TO PREVENT SEDIMENTS FROM MIGRATING OFF -SITE AND ACCUMULATING WITHIN THE DRAIN SYSTEM. 11. TEMPORARY SEEDING (3:31): ALL DISTURBED AREAS ARE TO BE TEMPORARILY STABILIZED BY SEEDING AND MULCHING. SEEDING IS TO BE AT! 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGIRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /1OOSF, ALTERNATIVES ARE SUBJECT TO APPROVED BAY THE COUNTY EROSION CONTROL INSPECTOR. 12. PERMANENT SEEDING j3 :32. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8OLBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. REFER TO VESCH SECTION 3.32 FOR APPROPRIATE STANDARDS AND CRITERIA. 13. TREE PROTECTION (3.38): TREE PROTECTION WILL BE PROVIDED AS SHOWN ON THE PLANS IN ORDER TO PROTECT EXISTING TRI�IES FROM CONSTRUCTION ACTIVITIES AND TO MAXIMIZE THE TREE CANOPY, 14. DUST CONTROL (3.39): TO REDUCE SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES SPRINKLE SITE WITH WATER UNTIL THE SURFACE IS WET. REPEAT AS NEEDED. 15. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY. THE JOB SUPEIRINTENDIrNT SHALL BE RESPONSIBLE;FOR THE INSTALLATION AND MAINTENANCE OF THESE MEASURES. THE CONTRACTOR MUST HAVE AN 'APPROVED EROSION AND SEDIMENT CONTROL PLAN PRIOR TO LAND DISTURBING ACTIVITIES AND PRIOR TO HAULING EXCESS DEBRIS, WASTE, OR SOIL) MATERIAL TO ANY OFF -SITE DISPOSAL AREA(S). NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED UNTIL STABILIZATION, AS DETERMINED BY THE THE CITY EROSION CONTROL INSPECTOR HAS IBEEN ACHIEVED. DURING CONSTRUCTION, THE OWNER'S REPRESENTATIVE, SHALL BE IMMEDIATELY NOTIFIED OF ANY ISSUES CONCERNING FAILING EROSION CONTROLS OR THOSE AT RISK OF IMMINENT FAILURE. 16. CONSTRUCTION MAINTENANCE IN GENERAL: ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AFTER EACH SIGNIFICANT RAINFALL EVENT. FURTHER, ALL MEASURES SHALL BE INSPECTED, AND REPAIRED /PREPARED IF NECESSARY, PRIOR TO FORECASTED LARGE STORM EVENTS. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: * SILT FENCE':, WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOIVED WHEN THE LEVEL. OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER. INLET PROTECTION SHALL BE CHECKED REGULARLY FOR ACCUMULATION OF SEDIMENT AND INTEGRITY OF PROTECTION APPARATUS. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALFWAY TO THE TOP OF THE BARRIER. THE CONTRACTOR IS RESPONSIBLE 'FOR ADHERING TO ALL MAINTENANCE REQUIREMENTS OF THE EROSION AND SEDIMENT CONTROL MEASURES AS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 1992. * THE CONSTRUCTION ENTRANCES SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AND SHALL BE CLEANED AS NECESSARY. i * THE: SEEDEQ AREAS WILL BE CHECKED REGULARLY WITHIN THE MAINTENANCE PERIOD TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREA SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. 17. UTILITIES: UNDERGROUND UTILITY LINES -SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: 1. NIO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. 2, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. 3. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 4. MATERIAL ! USED FOR BACKAH ING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE; STABILIZATION. 5. RESTABILIZATTON SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 6. CONTRACTOR. SHALL COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION; OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE' AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DEPOSITION OF TEMPORARY MEASURES SHIALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. I i F FS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. AILL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DIURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, 10. AILL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. AILL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE, 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO (MINIMIZE ANY HIAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, STINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES ( 1WHERE APPLICABLE) AND ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 8OLBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZA1ON SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FER11LIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES AIRE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL. INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED, WTH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND IDIVERSION DIYKES WHICH ARE_ COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. AILL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION„ WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION - 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED, ,(WATER PROTECTION ORDINANCE SECTION 17 -2078) IAVEMEN, 'SECII ,A r� 3�111111111U><1 V1?i3tf # c11 (} , "ll11G)[1'T1111:5>t +; 1136(r�)IIC. ,Imai a,,, -i 111111min I iii'di baffII �(lt�� ,shutoff A1v+r �1 pptjm1 ` II was 11 ~ i t a kill �, OfIl � �t�:+�11�s;f�1' �1����1�t u�vt�ar�e,l��>�txxct'���x rEzeYtYI*K �r,a atej I0ve l.:ettW n>r � tz� teiiiav se iu�e�it. All's 1 Y�PLM 1 t� re titecl"frc [ ><; entetvwc, stot -in, &a s ditches, Oi" watereotu ses.. PAVED DRIP LINE SNOW FENCE BOARD FENCE FENCING AND A NG -�,.. ;• :. s• -•s��r ,Ili n .a Ors - � CORRECT Olga LASTIC FENCE 11 OF • .m .I TRIANGULAR BOARD FENCE TREE PROTE NOT TO SCALE Source: Va. DSCW CORRECT TRUNK ARMORING ;TION VESCH 3.38 Plate 3.38 -2 XI 4 a ~�ry�%s7ti yy�il�n�s i��% i 1 wt:ijJ , -III �III11- 1111!1 � � pp���lili�l r I = ,11111111 �. -1� rr 1 ••1 r ,.. ,: .. •1 r •1 r 1 1 1 1• r, 1 ,r r ••1 r r1 r• 1� � , r 1 Korim • lwm r hill FILTER FABRIC COMPACTED BACKFILL I ll�Jlir= SPACE A MAXIMUM OF 6' APART APART - WOOD STAKE 2• DIA. OAK OR 4• DIA. PINE WITH MINIMUM LENGTH OF 5' ORIGINAL GROUND SILT FENCE VESCH 3.05 NOT TO SCALE SOURCE: VA. DSWC PLATE. 3.05 -2 ENGINEERS ARCHITECTS PLANNERS 449 MCLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE ( 7 5 7 ) 253 -2319 FAX www.djginc.com LTC. `40. 77, 0 16 6 t0N k ay 0 COUNTY OF ALBEMARLE ■ SEMINOLE TRAIL FIRE STATION ADDITION & . RENOVATIONS CHARLOTTESVILLE, VA R E V If S 1 O N S NO DATE I DESCRIPTION COMMISSION NUMBER 2130150 SCALE: AS SHOWN DESIGNED: DC DRAWN: DC CHECKED: HB DATE: 4/26/13 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013. SHEET TITLE EROSION & SEDIMENT CONTROL NOTES & DETAILS SHEET NUMBER C. 5.01 8 OF 12 MCNS;TRtJGT171' ACCESS SM `2A AS P. HALT TOP `�. CO.I,lRSE STONE 79' FAIN:._ ,CON TRUCTION A P lt4T PAYED. ACGES ::- WFRA I PAS IVLfS EXfiLl F4LL fl#1fi ROSIl "N DRAIN AGE T� ;SEDIMI�I€,_ G� Illaf SS ANT). . GRE s 'r P ob, "'0 Ev Ic 'OFFT?�TI�I IAVEMEN, 'SECII ,A r� 3�111111111U><1 V1?i3tf # c11 (} , "ll11G)[1'T1111:5>t +; 1136(r�)IIC. ,Imai a,,, -i 111111min I iii'di baffII �(lt�� ,shutoff A1v+r �1 pptjm1 ` II was 11 ~ i t a kill �, OfIl � �t�:+�11�s;f�1' �1����1�t u�vt�ar�e,l��>�txxct'���x rEzeYtYI*K �r,a atej I0ve l.:ettW n>r � tz� teiiiav se iu�e�it. All's 1 Y�PLM 1 t� re titecl"frc [ ><; entetvwc, stot -in, &a s ditches, Oi" watereotu ses.. PAVED DRIP LINE SNOW FENCE BOARD FENCE FENCING AND A NG -�,.. ;• :. s• -•s��r ,Ili n .a Ors - � CORRECT Olga LASTIC FENCE 11 OF • .m .I TRIANGULAR BOARD FENCE TREE PROTE NOT TO SCALE Source: Va. DSCW CORRECT TRUNK ARMORING ;TION VESCH 3.38 Plate 3.38 -2 XI 4 a ~�ry�%s7ti yy�il�n�s i��% i 1 wt:ijJ , -III �III11- 1111!1 � � pp���lili�l r I = ,11111111 �. -1� rr 1 ••1 r ,.. ,: .. •1 r •1 r 1 1 1 1• r, 1 ,r r ••1 r r1 r• 1� � , r 1 Korim • lwm r hill FILTER FABRIC COMPACTED BACKFILL I ll�Jlir= SPACE A MAXIMUM OF 6' APART APART - WOOD STAKE 2• DIA. OAK OR 4• DIA. PINE WITH MINIMUM LENGTH OF 5' ORIGINAL GROUND SILT FENCE VESCH 3.05 NOT TO SCALE SOURCE: VA. DSWC PLATE. 3.05 -2 ENGINEERS ARCHITECTS PLANNERS 449 MCLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE ( 7 5 7 ) 253 -2319 FAX www.djginc.com LTC. `40. 77, 0 16 6 t0N k ay 0 COUNTY OF ALBEMARLE ■ SEMINOLE TRAIL FIRE STATION ADDITION & . RENOVATIONS CHARLOTTESVILLE, VA R E V If S 1 O N S NO DATE I DESCRIPTION COMMISSION NUMBER 2130150 SCALE: AS SHOWN DESIGNED: DC DRAWN: DC CHECKED: HB DATE: 4/26/13 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013. SHEET TITLE EROSION & SEDIMENT CONTROL NOTES & DETAILS SHEET NUMBER C. 5.01 8 OF 12 2" MIN VDOT IM -19 ASPHAL ASPHALT SURFACE COURSE, 1.5" MIN. VDOT SM- 9.5A --, 6" MIN VDOT #21A COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE TO 95% STANDARD PROCTOR ASPHALT PAVEMENT SECTION SAW —CUT ALONG STRAIGHT LINES; CUT BACK TO OFFSET JOINTS IN PAVING; PROVIDE TACK COAT ON EXIST. ASPHALT PRIOR TO PAVING CD `o I e 7 d 0 v 0 55 NOT TO SCALE /ICI E FINISHED GRADE TO MATCH 4000 PSI WITH 57v-7% TOP OF CONCRETE AIR ENTRAINED CONCRETE BROOM FINISH - 0.50% MIN. SLOPE „'% -i•. 4 " COMPACTED SAND SUBBASE —- - —)� —� WWR COMPACT SUBGRADE TO 95% STANDARD PROCTOR i i NOTES- 1. SCORED JOINTS AT 5-0" MAX. SPACING; 1 1/4" MIN. DEPTH. 2. CONCRETE SHALL BE REINFORCED W /6x6— W2.1xW2.1 WWR. WIRE REINFORCED CONCRETE PAVEMENT SECTION (SIDEWALKS & MECHANICAL PADS) NOT TO SCALE •ASPHALT OR CONCRETE PAVEMENT- 1 _ W _ I MATCH EXISTING GRADE 6" MIN. VDOT 21A SELECT FILL, CBR 20 MIN. 8" LAYERS COMPACTED TO 95% MAX. DENSITY PER ASTM D 1557 DETECTION TAPE TRACER PER SPECS —BEDDING BEDDING MATERIAL (D x .1) . MATERIAL UTILITY INSTALLATION PAVEMENT AREAS NOT TO SCALE NOTE: BEDDING MATERIAL SHALL CONFORM TO SECTION 302.02, (i) SECTION 205 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. W =PIPE NOMINAL DIAMETER + 2E E= OUTSIDE PIPE DIAMETER P =W +12" D= INSIDE PIPE DIAMETER 6' -0" N HOLES 59 1/4" C.C. 1" DIA. HOLE (TYP.) 4,000 P.S.I. CONCRETE PLAN ti �+— #7 REB AR, 24" LONG ELEVATION TYPICAL CONCRETE WHEELSTOP NOT TO SCALE PROVIDE SAWCUT (Y DEPTH NOTES: 1. REINFORCING SHALL BE DISCONTINUOUS AT JOINT. CONTROL JOINT (CJ) SCALE: 1"=l'—O" CRETE BASE 0 q; E � o SUITABLE EXCAVATED MATERIAL COMPACTED PER SPECIFICATIONS DETECTION TAPE 14 #10 AWG SOLID COPPER TRACER WIRE AS REQ. PER SPEI -BEDDING MATERIAL (D /2) BEDDING MATERIAL (D x .1) BEDDING MATERIAL UTILITY INSTALLATION DETAIL NOT TO SCALE NgTE: BEDDING MATERIAL 'SHALL CONFORM TO SECTION 302.02, (i) SECTION 205 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. W =PIPE NOMINAL DIAMETER + 2E E =OUTSIDE PIPE DIAMETER D= INSIDE PIPE DIAMETER [4110 PSI CONCRETE ?Q WITH 5 -7% AIR ENTRAINMENT N`-' �lZ: =I= V0 #4 BARS ® 16 "O.C. EACH WAY VDOT TYPE #21A, TYPE 1 COMPACTED AGGREGATE BASE COMPACT SUBGRADE TO 95% STANDARD PROCTOR i CONCRETE PAVEMENT SECTION (DRIVE APRON & DUMPSTER PAD) NOT TO SCALE HIS 2X2Xj" CONT. POWDER COATED STEEL GUARDRAIL SYSTEM— BLACK PROVIDE J "Xj" PICKETS MAX 4" OC. I PRIMARY STANCHION HSS 2 "X2" J" ® 6' -0" OC. MAX PACTED 1' WIDI GRADE RETAIL RAILING NOT TO SQAL£ ASS 2X2Xj" BTWN POSTS 3ET RAIL POSTS IN SLEEVES — 'OAT SLEEVES WITH BITUMASTIC 'OATING PRIOR TO SETTING. 1• "X4" METAL ESCUTCHEON $ "X4 "X4" GROUT POCKET ISS 3 "X3 "Xi" 2) #4X2' -0 ", BOTH IDES OF SLEEVE INISHED GRADE L rX34 "X3�' RETAINING WALL /`° POLYSULFIDE\� CAULKING ° BOND BREAKER °. 4 A d . > ° .• \ BLOW UP 16" SMOOTH DOWELS 0 24" O.C. LY GREASE ONE END W/ SLEEVE ASE ACTED SUBGRADE REINFORCED CONCRETE CONSTRUCTION JOINT (CTJ) NOT TO SCALE ENGINEERS ARCHITECTS PLANNERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE (757) 253 -2319 FAX www.djginc.com G zrzitrr c. BRAUN Ep COUNTY OF ALBEMARLE SEMINOLE TRAIL FIRE STATION ADDIITION & RENOVATIONS CHARLOTTESVILLE, VA R E V I S 1 0 N S 1 6/11/13 REVISIONS PER COUNTY COMM NT NO. DATE DESCRIPTION COMMISSION NUMBER 2130150 SCALE: AS SHOWN DESIGNED: DC /JC DRAWN: DC /JC CHECKED: HB DATE' 4/26/13 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OF A SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013. SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C.5.02 9 OF 12 I i 2 2 A EXISTING POLE RELOCATE BRICK PAVER CIRCLE KIT W/ SAND SWEPT JOINTS (TYP, SEE B.O.D. PHOTO, THIS SHT.)I - FLAN V I LW NOT TO SCALE *FLASH COLLAR NOT SHOWN BRICK PAVER LAG POLE 1/2-p 1 /4" SEALANT BOND BREAKER TAPE BACKER ROD ;,,.�_ ..... AND BED PAVERS ADJACENT FLAG POLE SCALE: 1"=1/2' BOLLARD r � oB t `'-FILL POST WITH CONCRETE 11 i AND PROVIDE 3" DOME � a 6" DIAMETER SCHEDULE 40 STEEL PIPE, COLOR: SAFETY YELLOW `N;.r, =I i l' �; .'•�. 11- NOT TO SCALE GALVANIZED STEEL POST CAP (TYP), MATCH COLOR OF POST GALVANIZED STEEL HINGES, BLACK, INSTALLED PER COMPACTED SAND FLASH COLLAR i ;; " I I I I I, I I MFR RECOMMENDA110NS. 1" SAND BED 6x6- W2.1xW2.1 A � 11 I II 6 "X6" GALVANIZED STEEL SUB BASE (TYP) WyyR (TYP) ° II 11 II II GATE POST, POWDER • - TED, MATCH COLOR OF . .3 : y , . • . .: PROPOSED 11 I II VINYL (TYP OF 6) 11 I' A P { SHALT CURB I I EXISTING C B / / i / / / / / / / / / / / . I I // /i /rr / /rr� it / / \ \ \ ` \ \ P V M T \\ \ \ AEEN \\ , \ \ `. I \ \ \ \ \ \ \ \ I r \ \ 3 \ \ \ \ \ \ \ / / / �/ // I I . /, R E IS11NG GRADE ,, . / � /// / /j , ... .'.. // /f /� /fir,. /ice /, X COMPACT \, /� \ /� / \\ , /j \ /,i` - - - - - - - - - - \ / /I 1< . •; \ / \\ \ \, 4000 PSI CONCRETE W/ - - - - - - - - R ___ -- :. ,.\\ SUBGRADE TO / \j\ \j�/ 95� STANDARD • : /\ \ \'�• /\ :� t . \�� \\ 5 7� AIR ENTRAINMENT (TYP) Z_ z r V. PROCTOR I N \\ \ • .: \ \ DEEP -- DEEP) f:� • - � �' 4 ENCASEMENT 6 ... I.. I -... 2 TEMPORARY CENTERING WE DGES I P ST \ w ( ) STEEL S LEE VE 'k� z \ /f \ \;::.'..": : \\�� RY SAND CONCRETE SLAB �� SPECIFICATIONS � PER ,\ CONCRETE VINYL FENCING TYP (TYP) FULCRUM LATCH WITH \ �\ \/,��\ `\ \ \ \� ` \STEEL CENTERING WEDGES STEEL BRACING, (TYP) BLACK, �; \� /� \ \��! /\ \ \/ \ \ \ \ \�' \ \ STRIKE STRAP POWDER COATED, INSTALLED z /j / /, %/ // // .� WELDED STEEL SUPPORT PLATE , \' \ \��\ ; \��\ PER MFR RECOMMENDATIONS DROP BARS, BOTH g 2 fi�'I (8)#6 VERT. WITH #3 f DOORS, 18 GALVANIZED IRON, PLATED, BLACK 11" TIES ®12 ON CENTER NOTES: 3/4 DIA. X 2 LIGHTNING ARRESTOR 1. INSTALL ALL VINYL, FENCING, GATE, BRACING, AND ASSOCIATED HARDWARE PER MANUFACTURERS 1. SPIKE- EXTENDS 12" BELOW FOOLING I RECOMMENDATIONS. I . . 2. FENCE COLOR TO BE DETERMINED BY OWNER. NOTES: 3. INSTALL 3" GALVANIZED STEEL SLEEVE ON FACE OF CURB, POSITIONED AND SIZED TO RECIEVE DROP 1. STEEL SLEEVE SHALL BE PER POLE MANUFACTURERS' DESIGN. NOTES. BAR WHEN GATE IS OPEN. "WIRE LAYOUT SHOWN IS FOR BASIS OF DESIGN ONLY. LAYOUT AND COLOR OF BRICK 2. SEE WIRE REINFORCED CONCRETE PAVEMENT SEC110N (LIGHT DUTY)" DETAIL 4. THE ENCLOSURE SHALL BE 3- SIDED, OPEN IN THE BACK. FOR COMPLETE CONCRETE SIDEWALK CROSS SECTION. PAVER CIRCLE KIT SHALL BE APPROVED BY OWNER. 5. APPROXIMATELY 36 LF OF NEW C:G -2 CURB HAS BEEN DELETED PER THIS ADDENDUM. 2. PAVERS SHALL BE A MINIMUM 2 1/4 THICK, WITH HAND TIGHT, SAND SWEPT JOINTS. 6. MAINTAIN A MINIMUM OF 2% POSITIVE SLOPE ON DUMPSTER PAD. MATCH EXISTING GRADE AT ASPHALT. FLAG POLE FOUNDATION & BRICK PAVER DETAIL : BRICK PAVER BASIS OF DESIGN DUMPSTER IENCLOSURE GATE ELEVATION SCALE: 1 " =2' -O" 1 NOT TO SCALE SCALE:1 /4 " =1' 12" i RESERVED NOTES: PARKING 1. MOUNT SIGN SO THE -1 4" r BOTTOM EDGE OF THE " °O RESERVED PARKING (k=:_� SIGN IS AT 4 FEET ' �� I I II I I II (D " 1, DO NOT DAMAGE OR CUT LEADER ABOVE THE PARKING 1 i ,Ill- . 1 SURFACE ;�' =L I I 4 8 FASTEN TRUNK TO STAKES W/ TREE _ ° - RING, OR .14 (9 GA.) GALVANIZED j �' I I II I I ° ° ° -. ° a. WIRE SECURED TO NYLON STRAPS _ THIS AREA MAY BE 4" COMPACTED 2 T -RAIL IRON STAKES, VAN 2 2. MOUNT 6 "x12" "VAN i CONCRETE AT THE , ►1- EARTH SAUCER 0 m 1.5" X 1.5" X 0.2" ,o ,.� ACCESSIBLE t° ACCESSIBLE" SIGN DIRECTLY OPTION OF THE , 1 CONTRACTOR I I; 6" 2' -0" SOIL MIXTURE 8 LONG BELOW RESERVED PARKING ; PENALTY SIGN FOR THE TWO (2) SIGNS THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED ORIGINAL GRADE y .. 3" MULCH PROVIDED ON SITE. - r - REMOVE BURLAP FROM TOP Y3 t100-UM FINE i PARALLEL TO THE SLOPE OF SUBSURFACE COURSES PROVIDED A _ = 3; • I 11 =III= OF ROOT BALL TOW -AWAY ZONE 3. BURY POST A MINIMUM MINIMUM DEPTH OF 7 IS MAINTAINED 6 - - _ - I I I I --III. 12' OF 3 FEET. j NOTES: Ill- t - - : TAMPED TOPSOIL MIX 1. THIS ITEM SHALL BE �CAST IN PLACE CLASS A3. PLANTING PIT POST SHALL BE U -TYPE ROLLED i 2. FOR USE WITH STABILIZED OPEN- GRADED DRAINAGE LAYER THE BOTTOM (2- 3 TIMES BALL DIA.) STEEL ®2 LBS. /FT. AND � NOTES: GALVANIZED IN ACCORDANCE 1 OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE 1. SET TRUNK PLUtwi6. -.011111 WITH ASTM A123, OR 44 PRESSURE , SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 2. FOR PLANING BIEDS ELIMINATE THE COMPACTED EARTH SAUCER . TREATED WOOD POST 3. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY AND COVER THE ENURE BED W/ 3" OF MULCH (MINIMUM). CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE 3. LOCATE IRON STAKES 5' AWAY FROM TREE TRUNK, W/ ONE ON R 7 - 8 HANDICAPPED SIGN VDOT ROAD DESIGN MANUAL. SIDE OF PREVAILING WINDS. I . (PER MANUAL ON UNIFORM CONTROL DEVICES) CG -6 VDOT CURB & GUTTER CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE SCALE: 1"=1' NOT TO SCALE I PLANT LIST I ABBR. QTY. SCIENTIFIC NAME COMMON NAME SPACING /NOTES MIN. SIZE �RARIUS ra as • m � MAINLWF RaApwAx (sE£ rvasi; � SHOWN DN PLANS) s G > TREES I = PROPOSED CONCRETE :1111 �.. III: SLAB I B &B 1 _ CONCRETE BASE [-._- „ 9 I Ilex attenuata'fosteri' savanna Foster's Savanna Holly TYPICAL BOLLARD NOT TO SCALE GALVANIZED STEEL POST CAP (TYP), MATCH COLOR OF POST GALVANIZED STEEL HINGES, BLACK, INSTALLED PER COMPACTED SAND FLASH COLLAR i ;; " I I I I I, I I MFR RECOMMENDA110NS. 1" SAND BED 6x6- W2.1xW2.1 A � 11 I II 6 "X6" GALVANIZED STEEL SUB BASE (TYP) WyyR (TYP) ° II 11 II II GATE POST, POWDER • - TED, MATCH COLOR OF . .3 : y , . • . .: PROPOSED 11 I II VINYL (TYP OF 6) 11 I' A P { SHALT CURB I I EXISTING C B / / i / / / / / / / / / / / . I I // /i /rr / /rr� it / / \ \ \ ` \ \ P V M T \\ \ \ AEEN \\ , \ \ `. I \ \ \ \ \ \ \ \ I r \ \ 3 \ \ \ \ \ \ \ / / / �/ // I I . /, R E IS11NG GRADE ,, . / � /// / /j , ... .'.. // /f /� /fir,. /ice /, X COMPACT \, /� \ /� / \\ , /j \ /,i` - - - - - - - - - - \ / /I 1< . •; \ / \\ \ \, 4000 PSI CONCRETE W/ - - - - - - - - R ___ -- :. ,.\\ SUBGRADE TO / \j\ \j�/ 95� STANDARD • : /\ \ \'�• /\ :� t . \�� \\ 5 7� AIR ENTRAINMENT (TYP) Z_ z r V. PROCTOR I N \\ \ • .: \ \ DEEP -- DEEP) f:� • - � �' 4 ENCASEMENT 6 ... I.. I -... 2 TEMPORARY CENTERING WE DGES I P ST \ w ( ) STEEL S LEE VE 'k� z \ /f \ \;::.'..": : \\�� RY SAND CONCRETE SLAB �� SPECIFICATIONS � PER ,\ CONCRETE VINYL FENCING TYP (TYP) FULCRUM LATCH WITH \ �\ \/,��\ `\ \ \ \� ` \STEEL CENTERING WEDGES STEEL BRACING, (TYP) BLACK, �; \� /� \ \��! /\ \ \/ \ \ \ \ \�' \ \ STRIKE STRAP POWDER COATED, INSTALLED z /j / /, %/ // // .� WELDED STEEL SUPPORT PLATE , \' \ \��\ ; \��\ PER MFR RECOMMENDATIONS DROP BARS, BOTH g 2 fi�'I (8)#6 VERT. WITH #3 f DOORS, 18 GALVANIZED IRON, PLATED, BLACK 11" TIES ®12 ON CENTER NOTES: 3/4 DIA. X 2 LIGHTNING ARRESTOR 1. INSTALL ALL VINYL, FENCING, GATE, BRACING, AND ASSOCIATED HARDWARE PER MANUFACTURERS 1. SPIKE- EXTENDS 12" BELOW FOOLING I RECOMMENDATIONS. I . . 2. FENCE COLOR TO BE DETERMINED BY OWNER. NOTES: 3. INSTALL 3" GALVANIZED STEEL SLEEVE ON FACE OF CURB, POSITIONED AND SIZED TO RECIEVE DROP 1. STEEL SLEEVE SHALL BE PER POLE MANUFACTURERS' DESIGN. NOTES. BAR WHEN GATE IS OPEN. "WIRE LAYOUT SHOWN IS FOR BASIS OF DESIGN ONLY. LAYOUT AND COLOR OF BRICK 2. SEE WIRE REINFORCED CONCRETE PAVEMENT SEC110N (LIGHT DUTY)" DETAIL 4. THE ENCLOSURE SHALL BE 3- SIDED, OPEN IN THE BACK. FOR COMPLETE CONCRETE SIDEWALK CROSS SECTION. PAVER CIRCLE KIT SHALL BE APPROVED BY OWNER. 5. APPROXIMATELY 36 LF OF NEW C:G -2 CURB HAS BEEN DELETED PER THIS ADDENDUM. 2. PAVERS SHALL BE A MINIMUM 2 1/4 THICK, WITH HAND TIGHT, SAND SWEPT JOINTS. 6. MAINTAIN A MINIMUM OF 2% POSITIVE SLOPE ON DUMPSTER PAD. MATCH EXISTING GRADE AT ASPHALT. FLAG POLE FOUNDATION & BRICK PAVER DETAIL : BRICK PAVER BASIS OF DESIGN DUMPSTER IENCLOSURE GATE ELEVATION SCALE: 1 " =2' -O" 1 NOT TO SCALE SCALE:1 /4 " =1' 12" i RESERVED NOTES: PARKING 1. MOUNT SIGN SO THE -1 4" r BOTTOM EDGE OF THE " °O RESERVED PARKING (k=:_� SIGN IS AT 4 FEET ' �� I I II I I II (D " 1, DO NOT DAMAGE OR CUT LEADER ABOVE THE PARKING 1 i ,Ill- . 1 SURFACE ;�' =L I I 4 8 FASTEN TRUNK TO STAKES W/ TREE _ ° - RING, OR .14 (9 GA.) GALVANIZED j �' I I II I I ° ° ° -. ° a. WIRE SECURED TO NYLON STRAPS _ THIS AREA MAY BE 4" COMPACTED 2 T -RAIL IRON STAKES, VAN 2 2. MOUNT 6 "x12" "VAN i CONCRETE AT THE , ►1- EARTH SAUCER 0 m 1.5" X 1.5" X 0.2" ,o ,.� ACCESSIBLE t° ACCESSIBLE" SIGN DIRECTLY OPTION OF THE , 1 CONTRACTOR I I; 6" 2' -0" SOIL MIXTURE 8 LONG BELOW RESERVED PARKING ; PENALTY SIGN FOR THE TWO (2) SIGNS THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED ORIGINAL GRADE y .. 3" MULCH PROVIDED ON SITE. - r - REMOVE BURLAP FROM TOP Y3 t100-UM FINE i PARALLEL TO THE SLOPE OF SUBSURFACE COURSES PROVIDED A _ = 3; • I 11 =III= OF ROOT BALL TOW -AWAY ZONE 3. BURY POST A MINIMUM MINIMUM DEPTH OF 7 IS MAINTAINED 6 - - _ - I I I I --III. 12' OF 3 FEET. j NOTES: Ill- t - - : TAMPED TOPSOIL MIX 1. THIS ITEM SHALL BE �CAST IN PLACE CLASS A3. PLANTING PIT POST SHALL BE U -TYPE ROLLED i 2. FOR USE WITH STABILIZED OPEN- GRADED DRAINAGE LAYER THE BOTTOM (2- 3 TIMES BALL DIA.) STEEL ®2 LBS. /FT. AND � NOTES: GALVANIZED IN ACCORDANCE 1 OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE 1. SET TRUNK PLUtwi6. -.011111 WITH ASTM A123, OR 44 PRESSURE , SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 2. FOR PLANING BIEDS ELIMINATE THE COMPACTED EARTH SAUCER . TREATED WOOD POST 3. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY AND COVER THE ENURE BED W/ 3" OF MULCH (MINIMUM). CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE 3. LOCATE IRON STAKES 5' AWAY FROM TREE TRUNK, W/ ONE ON R 7 - 8 HANDICAPPED SIGN VDOT ROAD DESIGN MANUAL. SIDE OF PREVAILING WINDS. I . (PER MANUAL ON UNIFORM CONTROL DEVICES) CG -6 VDOT CURB & GUTTER CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE SCALE: 1"=1' NOT TO SCALE I PLANT LIST I ABBR. QTY. SCIENTIFIC NAME COMMON NAME SPACING /NOTES MIN. SIZE �RARIUS ra as • m � MAINLWF RaApwAx (sE£ rvasi; � SHOWN DN PLANS) s G > TREES I AF 3 jAcer x freemanii 'Jeffersred' Autumn Blaze Maple I B &B 1 2 " CAL. /10' HT. IA 9 I Ilex attenuata'fosteri' savanna Foster's Savanna Holly B &B I 4' HT. 10 3 Ilex opaca American Holly B &B I 4' HT. SJ 2 ISophorajaponica 'Regent' Japanese Pagoda Tree B &B I 11/2" CAL, /8' HT. SHRUBS VP 1 5 IVi burnum x pragense Prague Viburnum I B &B 11 T CAL. /10' HT. V 1 4 IViburnum plicatum'tomentosum' igloo Igloo Doublefile Viburnum I B &B I 1 24" HT. L ' - TOPSOIL LANDSCAPE FABRIC MULCHED BED DETAIL NOT TO SCALE 3" MULCH 0 0 (_ C<-), r-n � o r' � C , J t J W c ° u 1 4 eta SOIL MIXTURE W C) ° j ORIGINAL GRADE l II -JIJ Iml I 4" COMPACTED EARTH SAUCER 3" MULCH REMOVE BURLAP FROM TOP Y3 OF ROOT BALL TAMPED TOPSOIL MIX PLANTING PIT 1 (2 -3 TIMES BALL DIA.) NOTES: 1, SET SHRUB PLUMB. 2, FOR PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER THE ENTIRE BED W/ 3" OF MULCH (MINIMUM). . SHRUB PLANTING DETAIL i NOT TO SCALE ;t:� •; 1� ,�r�' ti " , I y e�I5.11 I� Y�. ti PLANTING PIT NOTES: (2 -3 TIMES BALL DIA.) 1. SET TRUNK PLUMB. 2. FOR PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER THE ENTIRE BED W/ 3" OF MULCH (MINIMUM). TREE PLANTING DETAIL NOT TO SCALE I . I I I '. i I .- � ,. I I - I .11, ". I ,� . 1, ,;, �,� F, �. . �..:I. .. I , ; . I I % . I � : �.� .1. 1. , 'm . '' *, , .., �� . ; �, � � � 1 ,. . . . . I .. , 11 , ; I I ': I I , I 11 RUBBER 3 STAKES SET : �RARIUS ra as • m � MAINLWF RaApwAx (sE£ rvasi; � SHOWN DN PLANS) s G > 1 WITH NO. ! �' E Ef�AE►IllS Ta BE ABASH 11 . . aAp CD►,, TIoN. 1wWtJ bid Pk AN :, t)F r CUif3 ANT? IRiATTER :: iiiST/ / G f 6 {$E� �{(�TE 7I, ' ' 2, SNIFF 1 I. '4 I UBLE STRAND WIRE WRAPPING I' I 11 :� -- _ I FLOW I.IN 11 .., JO�IT SIQN `� E3SP k7 m 4" COMPACTED EARTH SOIL MIXTURE lig f ,�4 SAUCER fir: X07 PLAN VIEW SCALE: AS SHOWN • , • , r i 11 I � \r \ , II � a _ 3" MULCH 1-k a 11 :1 1111 REMOVE BURLAP RCQ ;: QMI7 ax $LOAF OMAN rf'E ' "" ,. • //lam % /t_.� Ek(GE •rr BALL , . R ..i L CONSTF2UGT CxR CHANG S WIT PAR OL M< .. .1 a I A ,.;�. A6. 1G CURVf,. ., _ TAMPED TOPSOIL PLANTING PIT NOTES: (2 -3 TIMES BALL DIA.) 1. SET TRUNK PLUMB. 2. FOR PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER THE ENTIRE BED W/ 3" OF MULCH (MINIMUM). TREE PLANTING DETAIL NOT TO SCALE I . I I I '. i I .- � ,. I I - I .11, ". I ,� . 1, ,;, �,� F, �. . �..:I. .. I , ; . I I % . I � : �.� .1. 1. , 'm . '' *, , .., �� . ; �, � � � 1 ,. . . . . I .. , 11 , ; I I ': I I , . ;, MR h1 .n (E'iREET :APPt#Q!ICH aAME S4JRFA LNG GEO �RARIUS ra as • m � MAINLWF RaApwAx (sE£ rvasi; � SHOWN DN PLANS) s G > 1 WH€ ! �' E Ef�AE►IllS Ta BE ABASH 11 . . aAp CD►,, TIoN. 1wWtJ bid Pk AN :, t)F r CUif3 ANT? IRiATTER :: iiiST/ / G f 6 {$E� �{(�TE 7I, ' ' 2, SNIFF r_,.. "� I mot' �UF N slnEw� tc (fi I• (SETT Nt?T� 2 ?. �,! '� QF'TkaNAL Q„ GR1 11 :� -- _ I FLOW I.IN 11 .., JO�IT SIQN `� E3SP k7 , . C4 F "l4tt ::` NaTE WIDTH ,"0 ", 2' (3`' 01� As �'` MA�tVLINE Rf?ADWAY': USED SHOWN ON TYpiCA Si✓eTltiN " DESCRIPTION COMMISSION fir: X07 PLAN VIEW SCALE: AS SHOWN ENTR MAINLINE RaA1?WAY SLOPE PL 1ST" PARM801LIO, GUT, , % 1. $ f�AX 1-k EDGE .o>* syoulTa�� R OPTIONAL FLC1W LINE ... . SLCIAE CHANCE .: e. .iw. 7 att MAINLINE RoADYVAY --•^� . --- MAx -*� RCQ ;: QMI7 ax $LOAF OMAN rf'E ' "" ,. Ek(GE '. ...2Q MI _- Mt1 t QR S .. MIN C MII EIx tl�1 P1!T RICE , . R ..i L CONSTF2UGT CxR CHANG S WIT PAR OL M< .. .1 a I A ,.;�. A6. 1G CURVf,. ., CaNr 11. �CTIgN � A , : �..� I .1 . . R : t 1µ A 7 H A a;. : ol < p ;, MR h1 H tG k M QRE T 1 w � 1 F1 V � x , .. ., a f; R :: Low _ ,., u. 1.� s.. , : • 7 ` I .1 . . R : t 1µ A 7 H A a;. : ol < p A _ MR h1 H tG k M QRE T 1 w � 1 F1 V � x , Low _ ,., LESS rf IAN;: 61JC1 VP6 s.. , : ` ",.. ENGINEERS ARCH ITECTS PLANNERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE 757 253 -2319 FAX www.djginc.com a Ka -,�Pw3aTx''� �j n � x d 'r �• C` 0 HERB RTC. BRAUN I 0 , Li . Na. 7 00 - _) ,?/- 2 © / 64 Q' J lG 13; 'a 001 A 1, 'V 0164'0440 2 . COUNTY OF ALBEMARLE SEMINOLE TRAIL FIRE STATION ADDITION & RENOVATIONS CHARLOTTESVILLE, VA REVISIONS , Rain r t r:.w lad 6 Print (ra+ f 1. fi draih ,-qutt ,er8, -eti � , , . VU"i. ` A /tart F1Iter: 3 Flat Flush' rttl i '`Vt ak er '}wotf t;_ I 5� }.� rte,.., }} r�1�y��tx -c (�5 {�., � F�"% :. �GJLoltlo_.ti s .s4`.d�L'Q. l ,s �'- +41h,.1 6I . is'�.. (�)T I. E'9,pa �RItj131 �.IF}�'' � .. ..:, .,,, 1 RA I TWAT I H� `TI I ,. • :: (` } 16 Fl+aakt;rz� sLalr�l � �f��l- akac,tion'fl►tee:. • U m r lk�l i ed trCIP,''�lth Sr i I r, 0. :.,. � � (D I � .. l;'� vvt�� offIat fttr "P.�.-.qL. tt prrLiri!I',, 0 'tA . rf1 ~�r f l frOLrStk t Inl `f t kt>tk,. ,,pan •fl± fm,M.:; .FrG1�1,i L�•, 1..�, ^{f Y•,�•�y r_ }},;,�,��, s1.� ,ti{* ,1'?.}}{{: '�r,- yy.��f, 11_11 F'.um ,6Is�i r i : r� r +�rk1`i Er rtr`�tt 4f i r,�� _o' I�ti n �1�r - q F (il f i?'U'at r Ckkk Iif�pr :l 1, : ,....., :� . ■: Y TEI C �T�.I� r, I� �t ,I'll 0 l rf TT a ,. ,... . 1. . . . 1 6/11/13 REVISIONS PER NTY C MMENTS NO DATE DESCRIPTION COMMISSION NUMBER r ?hwk�Ie 8t 6 -c" Sr - t °'yt0� F �" ., C t.t:�t[, . TANK FEATURES' SCALE: AS SHOWN DESIGNED: DC /JC DRAWN: DC /JC CHECKED: HB „ R2" DATE: 4 (,� 4/26/13 TWO 2000 GALLON FIBERGLASS REINFORCED PLASTIC BELOW GROUND TANKS 165 "X48" DIA. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO ° • DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN It 1. 6" PVC LINE CONNECTING DOWNSPOUTS. INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF co EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION III I 111. I III ° . 2. WFF 150 WISY VORTEX FINE FILTER W/ EXTENSION &LIFTING HANDLE. OFASPECIFICPROJECT.REPRODUCTIONOFTHISDOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION 4 °° 4. TANK 1: WISY 8" SMOOTHING INLET TANK 2: WISY 4" SMOOTHING INLET DETAIL NT OF JG,INC. S PROHIBITED. CO ! I I 14. I I .: SURFACE Mlx WRITTEN CONSENT OF DJG, IN. IS PROHIBITED. 5. 8" PVC EQUALIZATION LINE ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013. -I I , " • BASE MIX (IF APPLICABLE) 6. SAFF WISY FLOATING FINE SUCTION FILTER SHEET TITLE 4 7/8. 16SE0511 PLUS GOULDS JHP CISTERN PUMP W/ LOW WATER CUT OFF SWITCH 1. lI III °' . - VDOT STONE 9• WISY US 1002 MULTTSIPHON MULTIFUNCTION OVERFLOW I 10. PUMP DISCHARGES TO HOSE BIB. CONSTRUCTION 11. APPROPRIATE ANCHORING DEPENDENT ON COVER AND WATER TABLE. FOLLOW �1 6" SUBGRADE ---� - MANUFACTURER'S RECOMMENDATIONS. DETAILS NOTES: 1. THIS ITEM SHALL BE CAST IN PLACE, CLASS A3 CONCRETE. VDOT CG -2 CURB SCALE: 1"=1' SHEET NUMBER C-5-03 10 OF 12 8 Y p� q a d fA L /TH�DN /A L /Gh/T /NG° FEATURES & SPECIFICATIONS INTENDED USE — Ideal for car lots, street lighting or parking areas. CONSTRUCTION — Rugged, .063 "thick, aluminum rectilinear housing. Formed forweather- tightseal and integrity. Naturallly anodized, extruded aluminum door frame with mitered corners, is retained with two .188" diameter Nnge pins and secured with one quarter -turn, quick - release fastener. Weatherproof seal Catalog Number KSF1 150M R3 CWI SP04 PE1 LPI Notes Type n A between 110011191 and door frarr}e Is accomplished with an integrally designed, extruded slhcone gasket R3 that snaps into the door frame, a A another gasket applied to the housing. Area Lighting Finish: Standardfim' shlsdarkbrorze( i DDB), polyesterpowderfinishwithotherarchitecturalcolorsavailable. I CSA CSA Certified OPTICS — Reflefctors are anodiied and segmented for superior uniformity and control. Reflectors attach Metatl halide i R2 Type It with tool -less fasteners and are rotatable and interchangeable. Three cutoff distributions available: Type II (blank) Magneto l DBL Black Arm len th10 KSF1 (roadway ),Type ll I I as Y mine tn' c el V fo rwar d t hr ow, s bar p cu off . L ens is 125 th i thick ac t - resistant I I T Y P PE3 i f Y 208' 480' CWI Can tan t wattage isolated tempered glass wriththermally ap plied silk- screened shield. 04 4" arm DA12P Degree arm, pole - r 150M ELECTRICAL — (Ballast: High pressure sodium: 70 -15OW is high - reactance, high power factor. Constant Type IN asymmetric 240' TBe wattage autotransformer for 200; 250W. Metal halide: 100 -ISOW is high- reactance, high power factor and Round pole 06 6 "arm DA12WO Degree arm, wall g standard with pullse -start ignitortechnology. "SCWA" not required. Constant wattage autotransformer for W4 I " 77 r K KI oWatch 2 Vcontrol relay" Y R45C METAL HALIDE: 100 -25OW 175 -25OW, Super CWA (pulse start P ballast), 88% efficient and EISA legislation compliant, is required for g P q ^•'•• SCWA Super CWA pulse -start WB— HIGH PRESSURE SODIUM: 70 200W 151 -200W (SCWA( option) for U.J. shipments only, CSA or INTL required for probe -start shipments ouside HouQeside shield (R2, the U.S. Pulse - stairt ballast (SCWA) required for 200M. Specifications 15' t0 25' Mounting Ballasts are 100 %) factory - tested' i Socket is porcelaim, horizontally mounted medium base socket for 70 -150M and position- oriented mogul EPA: 1.5 ft' (.14 m') WW— Wood pole or I base socket for HP!S and 175M -250M, with copper alloy, nickel - plated screw shell and center contact. UL listed (includes arm) High pressure sodim CWI Contant wattage isolated O 1500W -60OV. INSTALLATION— Extrudedalul inumaimforpoleorwalimountingisshippedinfixturecarton .Optional Length: 21 -1/4 (54.0) Width: 15- 15/32(39.3) [Arm NOTE: For shipments to U.S. territories, SDNA Natural —� mountings available. KTMB Twin mounting Depth: 7-1/4 (18.4) L LISTING — ULlisltedforwetlocaltions. Listedand labeled to comply with (anadian standards (see Options). Ann: 4(10.2) WARRANTY — II -year limited Warranty. Complete warranty terms located at *Weight: 35lbs (15.9 kg) Mounting option DrillingtemDate www.acuitybrandls com /Custom ilrResources/Terins an l conditions ash *Weight as configured in example below. SPxx, RPxx, DA12P 5 Note: Specificatiomssubjectto change without notice. WBxx, DA12WB 6 All dimensions are inches ((entimeters) unless DR Charcoal gray otherwise specified. WWxx 7 For shortest lead times, configure product using bolded options. Example: KSF1 1505 R3 TB SP04 LPI *Weight: 35lbs (15.9 kg) Mounting option Drilling template KSF1 150VM i R3 Shipped s eoarate I v (blank) Dark r nze DBLXD. Black CWI SP04 I CSA CSA Certified PE 1 KSF1 Metatl halide i R2 Type It 120 347 (blank) Magneto Type DBL Black Arm len th10 Shipped separately photorontrop ]BONA' 175M' 200Ma PE3 roadway 208' 480' CWI Can tan t wattage isolated SP— Square pole 04 4" arm DA12P Degree arm, pole NEMA twist -lock PE (48OV) 150M 250M4 R3 Type IN asymmetric 240' TBe PutseStort ) RP— Round pole 06 6 "arm DA12WO Degree arm, wall g V 48Q m/a TB Ceramic metal halide W4 I " 77 r K KI oWatch 2 Vcontrol relay" Y R45C Type IV for- 277 9 23050HZ ^•'•• SCWA Super CWA pulse -start WB— Wall bracket 09 9 "arm KMA Mast arm HouQeside shield (R2, 100"He 150MHCI aluminum F " �'?cl tioM. ward throw, i 111/2010 ballast WW— Wood pole or 12 12" adapter QRSTD QRS brine delay" l High pressure sodim CWI Contant wattage isolated VG sharp cutoff EISA. DA12P Degree arm, pole NOTE: For shipments to U.S. territories, SDNA Natural wall bracket arm KTMB Twin mounting Notes 708° 1Q0S I 20056 l1 Width: 15- 15/32(39.3) aluminum PEI HS S(WAmustbe specified to (amply with 10 Use9" arm whentwo ormore luminaires are mountings available. Depth: 7-1/4 (18.4) bar with Canadian standards DR Charcoal gray 2 These wattages donotc omply with California Title 20regulations. oriented on a 90 °drilling pattern. ward throw, WARRANTY — 1 -yeaar limited warranty. Complete warranty terms located at *Weight: 35lbs (15.9 kg) Mounting option Drilling template EISA, 3 Must be ordered with SCWA. 11 Maximum allowable wattage lamp induced. Note: Specifications surbject to change without notice. SOTG Tennis WBxx, DA12WB 6 15056 All dimensions are inches (centimeters) unless 4 These wattages require the REGO option to be chosen for ship- 12 KiloWatch' controls are available only with 1505. otherwise speci Shipped installed im fixture CR Enhanced green Example: KSF1 1505 R3 TB SP04 LPI meats into California forTitle 20 compliance. 250M REGO is not 13 May be ordered as an accessory. PEI Shipped install red m fixtu r e 150M EC Emergency circm' t I Shipped s eoarate I v (blank) Dark r nze DBLXD. Black LPI Lamp MAI PER NE twist -lock I CSA CSA Certified PE 1 � E twist-lock 0 NEMA ckPE(12 , White DWH to DNA XD Natural aluminum K I included recelovade only (no I NOM NOM Certified' KBC8 208,24OV) DBL Black DWHXD White L/LP Less photorontrop I INTL Available forMH probe -start PE3 NEMA twist lock PE (347V) pM6 Medium bronze DDBTXD Textured dark lamp SF Single fuse (120, 2711 347V)m /a TB H30 30" overall height shipping outside the U.S. PE4 NEMA twist -lock PE (48OV) DNA Natural bronze 277 23050HZ DF Doubles fuse (208, 24 , KWt KiloWatch ®120V control relay" PE7 NEMA twist -lock PE (277V) CRT Non-stick protective DBLBXD Textured black ward throw, V 48Q m/a TB P W4 I " 77 r K KI oWatch 2 Vcontrol relay" Y SC 5 for PER option Shorting ca r R 9 P P coaUn 9 DNATXD Te tur ra Textured natural r QRS Quartz: restrike i REGO California Title 20 effective HS HouQeside shield (R2, Super Durable Finishes aluminum F " �'?cl tioM. system[" i 111/2010 R3) DDBXD Dark bronze DWHGXD Textured white I QRSTD QRS brine delay" l 42TRT CWI Contant wattage isolated VG Vandal guard" EISA. DA12P Degree arm, pole DSS Sandstone SDNA Natural i50OW -60OV. Length: 21 -1/4 (54.0) Pu/sestarrt _,:�, J Notes Round pole O l1 Width: 15- 15/32(39.3) aluminum PEI HS Not available withS(WA. 10 Use9" arm whentwo ormore luminaires are mountings available. Depth: 7-1/4 (18.4) LPI with Canadian standards DR Charcoal gray 2 These wattages donotc omply with California Title 20regulations. oriented on a 90 °drilling pattern. ward throw, WARRANTY — 1 -yeaar limited warranty. Complete warranty terms located at *Weight: 35lbs (15.9 kg) Mounting option Drilling template www.acuitybrands .corm /CustomeiResources/ferms and conditions asox 3 Must be ordered with SCWA. 11 Maximum allowable wattage lamp induced. Note: Specifications surbject to change without notice. SOTG Tennis WBxx, DA12WB 6 EC All dimensions are inches (centimeters) unless 4 These wattages require the REGO option to be chosen for ship- 12 KiloWatch' controls are available only with 1505. otherwise speci Shipped installed im fixture CR Enhanced green Example: KSF1 1505 R3 TB SP04 LPI meats into California forTitle 20 compliance. 250M REGO is not 13 May be ordered as an accessory. Tenon O.D. (One TwoCa180° LPI Lamp m P included 019 ° Two @90 Three @120° Three @90 79 ' i9 Faur @90 available in 347V or48OV. 14 Prefix with KSF1 when ordering as an accessory. 9 Y DNAT Natural aluminum, textured 208,24OV) DBL Black DWHXD White 5 Notavailable with L /LP. 15 Available with R2 and R3 distributions only. 2- 3/8 "(6) T210 -190 121-280 Available forMHprpbe -start T20 -290 T20 -320 T20.390 NEMA twist -lock PE (347V) T20490 6 Not available with 48OV. 16 Seewww.lithonia .com /archcolorsfor additional 2-7/8" 7.3 T2' - 2 ' S 190 T 5 -2 0 8 25- 90 T25 -320 T25 -390 T 2 SDBUA Dark blue - T25 490 7 Musts specify CWI for einCanad . P fY I rus a color options, bronze I OF Double fuse (208, 240, 48OV)n /a18 KW1 KW4 KiloWatch' 120V control relay" KiloWatch°277Vcontrolrelay" al ui I -ta bal ast (120,208,240,277V); 20 8 Optional ro t 1 1 2 P P ( 77 347V 17 Black finish only. 4 "(10.2) T35 -190 1351 -280 T35 -290 T35 -320 T35 -390 QRS Quartzrestrike T35 -490 in Canada). 18 Mustbespecified. ifie Super Durable finishes 208,24OV) aluminum N+GHTP,ME' 9 Consult factory for available wattages. 19 Must use RP09 or RP12. OUTDOOR INTL Available for MHprobe -start R3)14,15 DDBXD Dark bronze KSF1 -M S ifA LiNMOMA L 10VYT 1/1/0 � FEATURES & SPECIFICATIONS INTENDED USE — For walkway, plazas of pedestrian areas. Type CONSTRUCTION - Extruded one -piece aluminum, 0:156 "wall thickness. Top cover is 0.156 "wall cast D aluminum. When louvers areuseId, topis secured to housing with three concealed alien screws. 42 "overall heightstandard. Closed-celf EPDM gasketing is included. Socket is porcelain, vertically oriented, medium- base pulse -rated potrcelain sockq with copper alloy, nickel - plated shell and center contact. Architectural Bollard Finish: Standard finiish is dark bronze (DDB) polyester powder, electrostatically applied and oven- cured. Other colors availablle as options, OPTICS —Cast aluiminum louvers with gasketed, fluted, glass enclosure. KB8 ELECTRICAL Hiqlh power tact?r standard, 26W and 32W balla 5t5 are Class P, high-freq uency, solid- state. Electrical componentts are tray - mounted with quick - disconnect plug and are accessible through bottom of bollard. Vertically mounted, positive latch thermoplastic socket. INSTALLATION — Four 1 /2' x 11" anchor bolts with double nuts and washers (shipped separately), 4 -1/2" 8" Round bolt circle template included. I Compact Fluorescent LISTINGS — UL listed for wet locations. Listed and labeled to comply with Canadian standards (see Options). — NOTE., Specifications ssubjectto rhapge without notice. KBA I I *Weight:28.016s. (12.7 kgs.) (106 7 l *Weight as configured in example below. All dimensions are inches (centimeters) unless K8c KBO KBR otherwise specified. 8 I (20.3), Lead times will vary depending on options ordered. Consult with your local sales representative. Example: KBA8 32TRT LV 120 LPI KBD 32TR Lv 120 H36 LPI i i Notes: 1 Multi -volt electronic ballast capable of operating on any line voltage from 120 -2779. 2 Seewww.lithonia. com /archcolorsfor additional color options. 3 Striping is available only on KBA8 ccKBC8, and only in the colors listed. l4 Mustbespecified. OUTDOOR I K684FIT -ROUND fA L/THON /A L/GHT/NG- FEATURES & SPECIFICATIONS INTENDED USE — Ideal for car lots, street lighting or parking areas. CONSTRUCTION — RRugged, .063 "thick, aluminum rectilinear housing. Formed for weather-tight seal and integrity. Naturally amodized, extruded aluminum door frame with mitered corners, is retained with two .188" diameter hinge, pins and secured with one quarter -turn, quick - release fastener. Weatherproof seal between housing and door frame Is accomplished with an Integrally designed, extruded silicone gasket 150M R3. that snaps into the cl frame, and another gasket applied to the housing. ELECTRICAL — Ballast[: Class P, mufti -volt electronic, high power factor, <10 %THD, with starting tem- CWI Finish: Standard finisim isdafkbronze (ODB), polyester powder finish with other architectural colors available. WST KSF1 KBA8 261RT LV Louver 120 (blank) Electronic;0 °F Shipped installed in fixture (blank) Dark bronze 5triofnga LPI Lamp included KBC8 32TRT 208' 480' 277 KSF1 H24 24" overall height DBL Black SDDB Dark L /LP Lesslamp KBD8 R3 asymmetric 240' TB' 347 tempered glass with tthennalty applied sRk- screened shield. H30 30" overall height DMB Medium bronze —� KBR8 ELECTRICAL — Balliast High pressure sodium: 70 -15OW is high- reactance, high power factor. Constant 277 23050HZ MVOLTI .:. •- • . • •. •. — SCWA Super CWA pulse -start H36 36" overall height bronze SDWH White WBxx, DA12WB 6 10OMHC1 15OMHC ward throw, standard with pulse- sstart ignitor technology. "SCWA" not required. Constant wattage autotransformer for WWXX 7 ! FO Festoon outlet DNA Natural SDBL Black KSF1 High presssure sodium' sharp cutoff HIGH PR PRESSURE SODIUM: 70 -200W 151 -20OW (SCWA option) for U.S. shipments only. CSA or INTL required for probe -start shipments ouside NOTE: For5hipmenis to U.S. territories, wall Bracket aluminum the U.S. Pulse -start baillast (S(WA) required for 200M. 92 Type 11 IS' to 25' Mounting Ballasts are 100 %facttory - tested. Specifications SCWA must be specified to comply with FG Ground-fault festoon outlet EPA: 1.5 ft' 04 m') bar roadway 42TRT CWI Contant wattage isolated base socket for HPS ancd 175M -250M, with copper alloy, nickel - plated screw shell and center contact. UL listed (includes arm) EISA. DA12P Degree arm, pole DSS Sandstone SDNA Natural i50OW -60OV. Length: 21 -1/4 (54.0) Pu/sestarrt _,:�, J RP— Round pole O CSA Listed and labeled to comply P Y Width: 15- 15/32(39.3) aluminum PEI HS 277 23050HZ9 —I mountings available. Depth: 7-1/4 (18.4) LPI with Canadian standards DR Charcoal gray Arm: 4(10.2) ward throw, WARRANTY — 1 -yeaar limited warranty. Complete warranty terms located at *Weight: 35lbs (15.9 kg) Mounting option Drilling template www.acuitybrands .corm /CustomeiResources/ferms and conditions asox *Weight as configured in example below. (120, 277, 347U only) Note: Specifications surbject to change without notice. SOTG Tennis WBxx, DA12WB 6 EC All dimensions are inches (centimeters) unless WWxx 7 Internal slow -blow fusing' Shipped separately" otherwise speci Shipped installed im fixture CR Enhanced green Example: KSF1 1505 R3 TB SP04 LPI sea rate( N EMA twist-lock PE (120, ( blank ) Dark bronze DWH White DBL XD Black DNAXD Natural aluminum LPI Lamp m P included PER NEMAtwistt -lock receptacle (only (no corrosion SDBR Bright red DNAT Natural aluminum, textured 208,24OV) DBL Black DWHXD White ULP Less photocontnol) resistance Available forMHprpbe -start PE3 NEMA twist -lock PE (347V) DMB Medium bronze DDBTXD Textured dark lamp SF Singlefuse,(720,271, 3479) n/a Tf6 shipping outside the U.S. SDBUA Dark blue NEMA twist -lock PE (48OV) DNA Natural aluminum CRT Non -stick protective bronze Shipped separate y" OF Double fuse (208, 240, 48OV)n /a18 KW1 KW4 KiloWatch' 120V control relay" KiloWatch°277Vcontrolrelay" SDYLB Yellow NEMA twist -lock PE (277V) Shorting cap for PER option I i I i i i Notes: 1 Multi -volt electronic ballast capable of operating on any line voltage from 120 -2779. 2 Seewww.lithonia. com /archcolorsfor additional color options. 3 Striping is available only on KBA8 ccKBC8, and only in the colors listed. l4 Mustbespecified. OUTDOOR I K684FIT -ROUND fA L/THON /A L/GHT/NG- FEATURES & SPECIFICATIONS INTENDED USE — Ideal for car lots, street lighting or parking areas. CONSTRUCTION — RRugged, .063 "thick, aluminum rectilinear housing. Formed for weather-tight seal and integrity. Naturally amodized, extruded aluminum door frame with mitered corners, is retained with two .188" diameter hinge, pins and secured with one quarter -turn, quick - release fastener. Weatherproof seal between housing and door frame Is accomplished with an Integrally designed, extruded silicone gasket 150M R3. that snaps into the cl frame, and another gasket applied to the housing. ELECTRICAL — Ballast[: Class P, mufti -volt electronic, high power factor, <10 %THD, with starting tem- CWI Finish: Standard finisim isdafkbronze (ODB), polyester powder finish with other architectural colors available. WST KSF1 Area Lighting OPTICS — Reflectors are anodized and segmented for superior uniformity and control. Reflectors attach 120 347 architectural colors are Mailable. Striping is also available. (blank) Magnetic TyLee Arm lengtht0 with tool -less fasten s a and are rotatable and interchangeable. Three cutoff distributions available: Type II 26W OTT 10OM' 175M' 20OM' roadway 208' 480' '120 KSF1 SP— Square pole ( roadwa y), T yp e III (as, mmetric),T YP e IV (forward throw, shar cutoff). Lens is.125 " thick impact-resistant act resistant DA12P Degree arm, pole Note: Specifications subjeect to change without notice. Length: 16 -1/4 (41.2) 150M 250M4 R3 asymmetric 240' TB' base socket for HPS and 17'5M -250M, with copper alloy, nickel - plated screw shell and center contact. UL listed (includes arm) tempered glass with tthennalty applied sRk- screened shield. RP— Round pole t- DA12WB Degree arm, wall —� ceramic mteta{ halide ELECTRICAL — Balliast High pressure sodium: 70 -15OW is high- reactance, high power factor. Constant 277 23050HZ 9 .:. •- • . • •. •. — SCWA Super CWA pulse -start WB— Wall bracket wattage autotransforrmer for 200 -25OR Metal halide: 100 -ISOW is high - reactance, high power factor and KMA Mast arm WBxx, DA12WB 6 10OMHC1 15OMHC ward throw, standard with pulse- sstart ignitor technology. "SCWA" not required. Constant wattage autotransformer for WWXX 7 ! WW— Wood pole or METAL HALIDE: 100 -25OW 175 -250W. Super CW)A (pulse start ballast), 881/o efficient and EISA legislation compliant, is required for KSF1 High presssure sodium' sharp cutoff HIGH PR PRESSURE SODIUM: 70 -200W 151 -20OW (SCWA option) for U.S. shipments only. CSA or INTL required for probe -start shipments ouside NOTE: For5hipmenis to U.S. territories, wall Bracket arm the U.S. Pulse -start baillast (S(WA) required for 200M. 92 Type 11 IS' to 25' Mounting Ballasts are 100 %facttory - tested. Specifications SCWA must be specified to comply with Socket is porcelain, hrarizontally mounted medium base socket for 70 -150M and position- oriented mogul EPA: 1.5 ft' 04 m') bar roadway 42TRT CWI Contant wattage isolated base socket for HPS ancd 175M -250M, with copper alloy, nickel - plated screw shell and center contact. UL listed (includes arm) EISA. DA12P Degree arm, pole 150M 25oM4 i50OW -60OV. Length: 21 -1/4 (54.0) Pu/sestarrt _,:�, J RP— Round pole O INSTALLATION — Exmudedaluminum arm for pole of wall mounting is shipped in fixture carton. Optional Width: 15- 15/32(39.3) Ceramic metal halides PEI HS 277 23050HZ9 —I mountings available. Depth: 7-1/4 (18.4) LPI Arm L LISTING — UL listed ffor wet locations. Listed and labeled to (amply with Canadian standards (see Options). Arm: 4(10.2) ward throw, WARRANTY — 1 -yeaar limited warranty. Complete warranty terms located at *Weight: 35lbs (15.9 kg) Mounting option Drilling template www.acuitybrands .corm /CustomeiResources/ferms and conditions asox *Weight as configured in example below. SPxx, RPxx, DA12P 5 Note: Specifications surbject to change without notice. High pressure sodium' WBxx, DA12WB 6 EC All dimensions are inches (centimeters) unless WWxx 7 Internal slow -blow fusing' Shipped separately" otherwise speci Shipped installed im fixture CM=1!M For shortest lead times, configure product using bolded options. Emergency ciuun CSA Certified Example: KSF1 1505 R3 TB SP04 LPI KSFi 150M R3. 120, ELECTRICAL — Ballast[: Class P, mufti -volt electronic, high power factor, <10 %THD, with starting tem- CWI SP04 WST KSF1 Metal haltide R2 Type R 120 347 architectural colors are Mailable. Striping is also available. (blank) Magnetic TyLee Arm lengtht0 Shipped separately 26W OTT 10OM' 175M' 20OM' roadway 208' 480' '120 CWI Contant wattage isolated SP— Square pole 04 4 "arm DA12P Degree arm, pole Note: Specifications subjeect to change without notice. Length: 16 -1/4 (41.2) 150M 250M4 R3 asymmetric 240' TB' base socket for HPS and 17'5M -250M, with copper alloy, nickel - plated screw shell and center contact. UL listed (includes arm) Puts..._ �) RP— Round pole 06 6 "arm DA12WB Degree arm, wall —� ceramic mteta{ halide R45[ Type lVfor 277 23050HZ 9 .:. •- • . • •. •. — SCWA Super CWA pulse -start WB— Wall bracket 09 9" arm KMA Mast arm WBxx, DA12WB 6 10OMHC1 15OMHC ward throw, MvOLT' WWXX 7 ballast WW— Wood pole or 12 12" adapter KSF1 High presssure sodium' sharp cutoff CWI NOTE: For5hipmenis to U.S. territories, wall Bracket arm KTMB Twin mounting 92 Type 11 6 6 708 1005 2005 (blank) Magnetic Type SCWA must be specified to comply with Shipped separately bar roadway 42TRT CWI Contant wattage isolated 51`— Square pole EISA. DA12P Degree arm, pole 150M 25oM4 93 Typed] asymmetric 15056 Pu/sestarrt _,:�, J RP— Round pole 06 6 "arm DA1ZW6 Degree g arm, wall Ceramic metal halides PEI HS 277 23050HZ9 SCWA Super (WA pulse-start WB— Wall bracket LPI WIN 10OMHC1 150MHC ward throw, ballast WW— Wood pole or 12 12" adapter High pressure sodium' .sharp cutoff EC Emergency circuit' GMF Internal slow -blow fusing' Shipped separately" (blank) Dark bronze, textured Shipped installed im fixture EC CSA Emergency ciuun CSA Certified Shipped PEl sea rate( N EMA twist-lock PE (120, ( blank ) Dark bronze DWH White DBL XD Black DNAXD Natural aluminum LPI Lamp m P included PER NEMAtwistt -lock receptacle (only (no NOM NOM Certified' DNAT Natural aluminum, textured 208,24OV) DBL Black DWHXD White ULP Less photocontnol) INTL Available forMHprpbe -start PE3 NEMA twist -lock PE (347V) DMB Medium bronze DDBTXD Textured dark lamp SF Singlefuse,(720,271, 3479) n/a Tf6 shipping outside the U.S. PE4 NEMA twist -lock PE (48OV) DNA Natural aluminum CRT Non -stick protective bronze Shipped separate y" OF Double fuse (208, 240, 48OV)n /a18 KW1 KW4 KiloWatch' 120V control relay" KiloWatch°277Vcontrolrelay" PE7 SC NEMA twist -lock PE (277V) Shorting cap for PER option CRT Non-stick protective P coating" DBLBXD Textured black DNATXD Textured natural r QRS Quartzrestrike REGO California Title 20 effective HS House side shield (R2, Super Durable finishes 208,24OV) aluminum N+GHTP,ME' system" Y ULP Less 1/1/2010 INTL Available for MHprobe -start R3)14,15 DDBXD Dark bronze DWHGXD Textured white FRIENDLY o- QRSTD QRS timedelay9-" PE4 NEMA twist -lock PE (480U) 2ELED VG Vandal guard" OF Double fuse (208, 240, KWl KiloWatch®120V control relay" PE7 NEMA twist -lock PE (277V) CRT Non -stick protective with time delay ( -4 °F min. operating temperature) 48OV) n/a TB KW4 KiloWatch' 277V control relay" Notes coating" DNATXD Textured natural r QRS Quartz restrike 1 Not available with SCWA. 10 Use 9" arm when two or more luminaires are 2 These wattages do not comply with California Title 20 regulations. oriented ona90 °drilling pattern. w - Super Durable Finishes $ aluminum 3 Must be ordered withS(WA. it Maximum allowable wattage lamp included. = p� .:,. 4 These wattages require the REGO option to be chosen for ship- ments into California forTitle 20 compliance. 250M REGCi is not 12 KiloWatch" controls are available only with 1505. 13 May be ordered as an accessory. Tenon O.D. One Two @180° Two @90 °19 Three @120° Three @90 °19 Four @90 °19 available in347Vor480V, 5 Not available with ULP. 14 Prefix with KSFi when ordering asanaccessory. 15 Available with R2 and R3 distributions only. "(6) 8 T20 -1900 T20 -280 "(7.31. TM -19(0 125 -280 T20 -290 T20 -320 T20-390 125 -290 125 -32Q T25 -390 T20 -490 125 -490 6 Notavailable with 48OV. 7 Must specify CWI for use inCanada, 16 Seewww.lithonia .com /archcolorsfor additional color options. �4(10,2) 135-0 T35-280 T35 -290 T35-320 135 -390 2 T35-490 - ballast 12 8 2 0 2 20 7 8 Optional multi [a 0 20 4 779 1 27 3479 0 P P Canada). In 1 17 Black finish only, Y 18 Must be specified. p ec OUTDOOR fA �. L/1►AZOMA. LIGHT /NG` FEATURES & SPECIFICATION_S. INTENDED USE — For building- and wall - mounted applications. CONSTRUCTION — Rugged, die -cast, single -piece alumh urn housing. Die -cast doorframe has a 118 "thick tempered glass lens Doorfiame is fully gasketed With one-piece solid silicone. KSFI -M -S Catalog Number WST 42TRT MD 120 ELDWC Notes i Type E OPTICS — Segmented( reflectors for superior uniformity and control. Medium throw (MD) full cutoff Decorative Wall- Mounted Lighting distribution available, 'd - 120, ELECTRICAL — Ballast[: Class P, mufti -volt electronic, high power factor, <10 %THD, with starting tem- Area Lighting perature of 01 (1KC) r WST Socket: High tempe' "ratureI ermoplastic with an integral lamp retention dip. � r; -Finish: Standard finish is textured dark bronze (DDBT) corrosion - resistant polyester powder finish. Additional 7 architectural colors are Mailable. Striping is also available. Ht_ xy,TC� INSTALLATION — Univeersal mounting mechanism with integral mounting support allows fixture to hinge COMPACT FLUORESCENT: down. Bubble level proviudes correct alignment with each installation, 26W OTT LISTINGS — UL Listed ((standard). CSA Certified (see Options). Suitable for wet locations (damp location 26W -42W TRT listed in lens -up orientattion). WLU option offers wet location listing in up orientation (see Options). FEE '120 Rated. 25% ambient. ELRD: U.S. Patent No. 7,737,640. WARRANTY —1 -year himited warranty. Complete warranty terms located at Specifications WWW- .a(uitybrands .com /(CustomerResour(es/Terms and conditionsaspx 7.1 % —_ —_ (184) Note: Specifications subjeect to change without notice. Length: 16 -1/4 (41.2) _ _ _....r._._.. -- 16 -114 9 -1 /8 Depth: 9-1/8 (23.2) (412) —� (212) —1 Overall Height: 7-1/4 (18.4) "Weight:30lbs (13.6 kg) All dimensions are inches ((entimeters) unless otherwise indicated NIGHTTWE FRIENCLY *Weight as configured in example below. 8 Green Gbbes" rcd ld fof light pa +,tl°n ucfl°n For shortest lead times, configure product using standard options (shown in bold). Example: WST 42TRT MD 120 LPI WST 42TRT MD - 120, Finish: Standard finish isdiarkbronze( DDB), polyester powder finish with other architectural colors available. Area Lighting e anodize OPTICS — Reflectors are d and segmented for superior uniformity and control. Reflectors attach 10 Use 9" arm when two or more luminaires are ELDWC KSF1 ( roadway), Type III ( asymmletric ), Type iV (forward throw, sharp cutoff). Lens is.125" thick impact-resistant tempered glass with theranally applied silk- screened shield. Ht_ ELECTRICAL — Ballast: High pressure sodium: 70 -15OW is high- reactance, high power factor. Constant wattage autotransformer for 200 -250W. Metal halide: 100-1 5OW is high- reactance, high power factor and WST 26DTT MD Medium throw '120 (blank) Electronic0'F (blank) Surfacemount Shipped installed in fixture Specifications Ballasts are 100% factory-tested. 2 /26DTT Socket is porcelain, horizontally mounted medium base socket for 70 -150M and positi(n- oriented mogul EPA: 1.5 ft' 04 m') 277 base socket for HPS and 17'5M -250M, with copper alloy, nickel - plated screw shell and center contact. UL listed (includes arm) 150OW -6009. Length: 21 -1/4 (54.0) Shipped se arp ately' DC12 Emergency circuit 12 -volt (35W lamp included)' —� 26TRT II Arm f L —I 347 14 Prefix with KSFi when ordering asanaccessory. WARRANTY -1 -year limited warranty. Complete warranty terms located at 'Weight: 35lbs (15.9 kg) Mounding option Drilling template BBW Surface mount back box 20C12 Emergency circuit 12 -volt (two 35W lamps included)3 WBxx, DA12WB 6 2 /26TRT 6 Not available With 48OV. MvOLT' WWXX 7 For shortest lead times, configure product using bolded options. Example: KSF1 1505 R3 TB SP04 LPI UT5 Uptilt 5 degrees DC2012 Emergency circuit 12 -volt (20W lamp included)' KSF1 32TRT R4SC CWI SP04 18 Most be specified. KSF1 20(2012 Emergency circuit 12 -vole (two 20W lamps included)' 92 Type 11 2 /32TRT (blank) Magnetic Type Arm length" Shipped separately DFL Diffusing lens roadway 42TRT CWI Contant wattage isolated 51`— Square pole 04 Carm DA12P Degree arm, pole 150M 25oM4 93 Typed] asymmetric 2 /42TRT Pu/sestarrt _,:�, J RP— Round pole 06 6 "arm DA1ZW6 Degree g arm, wall Ceramic metal halides ELDWC 277 23050HZ9 SCWA Super (WA pulse-start WB— Wall bracket 09 9 "arm KMA Mast arm 10OMHC1 150MHC ward throw, ballast WW— Wood pole or 12 12" adapter High pressure sodium' .sharp cutoff EC Emergency circuit' GMF Internal slow -blow fusing' Shipped separately" (blank) Dark bronze, textured LPI Lamp ELDW Emergency battery pack (32' min. operating temp)s,b-' PE Photoelectric cell- button WG Wireguard SCWA must be specified to comply with DSST Sandstone, textured included ELDWC Emergency battery pack (0 * min. operating temp)s,e,r,e type" VG Vandal guard DNAT Natural aluminum, textured ULP Less lamp ELDWR Fixture wired ready for Bodinew 830 battery pack (battery WLU Wet location door for up DWHG White, textured 15OS6 pack not included; 32° min. operating temps orientation DBLB Black, textured ELDWRPS fixture wired ready for PS1400orPSOL remote battery P ack CA CSA certified LPI CRT Non -stick protective EC Emergency circuit" Shipped separate y" (battery pack not included; 32° min. operating temp1,9 NOM NOM certified LPI Lamp. coating" CSA CSA Certified ELED Emergency LED secondary source battery pack with time delay ONAXD Naturalaluminum included Super Durable Finishes NOM NOM Certified' 208,24OV) ( -4 °F min. operating temperature)"," DWHXD White ULP Less photocontrol) INTL Available for MHprobe -start PE3 NEMA twist -lock PE (347V) DMB Medium bronze DDBTXD Textured dark lamp SF Singleiuse (120, 277, Sin V) fuse TB DDBXD Dark bronze PE4 NEMA twist -lock PE (480U) 2ELED Emergency LED secondary source (two modules) battery pack bronze OF Double fuse (208, 240, KWl KiloWatch®120V control relay" PE7 NEMA twist -lock PE (277V) CRT Non -stick protective with time delay ( -4 °F min. operating temperature) 48OV) n/a TB KW4 KiloWatch' 277V control relay" DBLXD Black coating" DNATXD Textured natural r QRS Quartz restrike REGCi CaiiforniaTitle20effective ONAXO Natural aluminum Super Durable Finishes aluminum NIGHTTIME" system" Y 1/1/2010 DWHXD White DDBXD Dark bronze DWHGXD Textured white FRIENDLY t1.1, +hI , L, QRSTD QRS time delay'," DDBTXD Textured dark bronze x, DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white OUTDOOR WST—CF fA L/T.HON /A LAallrlYVa FEATURES & SPECIFICATIONS INTENDED USE -- Ideal for car lots, street lighting or parking areas. CONSTRUCTION —A a "thick, ug!g d „063 aluminumrectilinearhousing .Formedforweathertightsealand integrity. Naturally anodized, extruded aluminum door frame with mitered corners, is retained with two .188” diameter hinge pines and secured with one quarter -turn, quick - release fastener. Weatherproof seal b h A f I'hd etween ousmg an ofor came Is accomp Is a wnh an Integrally designed, extruded silicone gasket that snaps into the door firatne, and another gasket applied to the housing. Finish: Standard finish isdiarkbronze( DDB), polyester powder finish with other architectural colors available. Area Lighting e anodize OPTICS — Reflectors are d and segmented for superior uniformity and control. Reflectors attach 10 Use 9" arm when two or more luminaires are with tool -less fasteners amd are rotatable and interchangeable. Three cutoff distributions available: Type II KSF1 ( roadway), Type III ( asymmletric ), Type iV (forward throw, sharp cutoff). Lens is.125" thick impact-resistant tempered glass with theranally applied silk- screened shield. Ht_ ELECTRICAL — Ballast: High pressure sodium: 70 -15OW is high- reactance, high power factor. Constant wattage autotransformer for 200 -250W. Metal halide: 100-1 5OW is high- reactance, high power factor and standard with pulse - start: ignitor technology. " SCWA" not requited. Constant wattage autotransformer for l METAL HALIDE: 100-250W 175 -250W. Super CWA ( pwlse start ballast), 88% efficient and EISA legislation compliant, is required for j HIGH PRESSURE SODIUM: 70 200W 151 -20OW (SCWA option)( for U.S. shipments only. CSA or INTL required for probe -start shipments ouside the U.S. Pulse -start ballaslt (SCWA) required for 200M. 15' t0 25' Mounting Specifications Ballasts are 100% factory-tested. 4 The se wattages require the RE GC1 op tiontobe chosen for s i - Socket is porcelain, horizontally mounted medium base socket for 70 -150M and positi(n- oriented mogul EPA: 1.5 ft' 04 m') base socket for HPS and 17'5M -250M, with copper alloy, nickel - plated screw shell and center contact. UL listed (includes arm) 150OW -6009. Length: 21 -1/4 (54.0) INSTALLATION — Extrudled aluminum aim forpole or wall mounting is shipped in fixture carton. Optional Width: 15-15/32 (39.3) —� mountings available. Depth: 7-1/4 (18.4) II Arm f L —I LISTING —UL listed for Wier locations. Listed and labeled to comply with Canadian standards (see 0pti0ns). Arm: 4(10.2) 14 Prefix with KSFi when ordering asanaccessory. WARRANTY -1 -year limited warranty. Complete warranty terms located at 'Weight: 35lbs (15.9 kg) Mounding option Drilling template www.acuitybrdnds.com/CiustomerResources/Terins and cooditions.aspx *Weight as configured in example below. SPxx, RPxx, DA12P 5 Note: Specifications subject to change without notice. WBxx, DA12WB 6 All dimensions are inches (centimeters) unless 6 Not available With 48OV. otherwise specified. WWXX 7 For shortest lead times, configure product using bolded options. Example: KSF1 1505 R3 TB SP04 LPI color options. 4 "(10.2) KSF1 150M R4SC CWI SP04 18 Most be specified. KSF1 Metal halide 92 Type 11 120 347 (blank) Magnetic Type Arm length" Shipped separately LOOM' 175M' 200Ma roadway 208' 480' CWI Contant wattage isolated 51`— Square pole 04 Carm DA12P Degree arm, pole 150M 25oM4 93 Typed] asymmetric 240' TB' Pu/sestarrt _,:�, J RP— Round pole 06 6 "arm DA1ZW6 Degree g arm, wall Ceramic metal halides R45C Type 277 23050HZ9 SCWA Super (WA pulse-start WB— Wall bracket 09 9 "arm KMA Mast arm 10OMHC1 150MHC ward throw, ballast WW— Wood pole or 12 12" adapter High pressure sodium' .sharp cutoff NOTE: for shipments to U.S. territories, wall bracket arm KTMB Twin mounting 708 1005 2005 e SCWA must be specified to comply with bar EISA. 15OS6 PEI LPI Shipped installed in fixture EC Emergency circuit" Shipped separate y" (blank) Dark bronze DBLXD Black LPI Lamp. PER NEMA twist-lock CSA CSA Certified PEi NEMA twist- lockpE(120, DWH White ONAXD Naturalaluminum included receptacle only (no NOM NOM Certified' 208,24OV) DBL Black DWHXD White ULP Less photocontrol) INTL Available for MHprobe -start PE3 NEMA twist -lock PE (347V) DMB Medium bronze DDBTXD Textured dark lamp SF Singleiuse (120, 277, Sin V) fuse TB shipping outside the U.S. PE4 NEMA twist -lock PE (480U) DNA Natural aluminum bronze OF Double fuse (208, 240, KWl KiloWatch®120V control relay" PE7 NEMA twist -lock PE (277V) CRT Non -stick protective DBLBXD Textured black 48OV) n/a TB KW4 KiloWatch' 277V control relay" SC Shorting cap for PER option coating" DNATXD Textured natural r QRS Quartz restrike REGCi CaiiforniaTitle20effective HS House side shield (R2, Super Durable Finishes aluminum NIGHTTIME" system" Y 1/1/2010 R3)4,'s DDBXD Dark bronze DWHGXD Textured white FRIENDLY t1.1, +hI , L, QRSTD QRS time delay'," VG Vandalguard14 x, Wall WID. W11►r "rl�Iu D ENGINEERS ARCH ITECTS PLANNERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE (757) 253 -2319 FAX www.diginc.com ,L_1t •C.J� V �d }�AI 1TERT3 ` TC. i3 >rAUN " a I,ic No, %7 v Q e4T 7Ci TtA1,, COUNTY OF ALBEMARLE SEMINOLE TRAIL FIRE STATION ADDITION & RENOVATIONS CHARLOTTESVILLE, VA ■ R E V I S I O N S ■ N0, DATE I DESCRIPTION COMMISSION NUMBER 2130150 SCALE: AS NOTED DESIGNED: CSH DRAWN: CSH CHECKED :. JAM DATE' 4/26/13 THIS DOCUMENT CONTAINS' INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OFA SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013. SHEET TITLE ELECTRICAL SITE LIGHTING DETAILS SHEET NUMBER FC. 1. 02 12 OF 12 Notes 1 Not available with SCWA. 10 Use 9" arm when two or more luminaires are 2 These wattages do not comply with California Title 20 regulations, oriented on a 90° drilling pattern. 3 Must be ordered with SCWA. 11 Maximum dilowable wattage lamp included. 4 The se wattages require the RE GC1 op tiontobe chosen for s i - 12 KiloWatch ®controls are available only with 1505, ments into California forTitle 20 compliance. 250M REGO is not 13 May be ordered as an accessory. Tenon O.D. One Two @180° Two @90 °19 Three @120' Three @90°19 Four @90°19 availablein347Vor48OV. 14 Prefix with KSFi when ordering asanaccessory. 5 Not available with ULP. 15 Available with RZ and R3 distributions only. Z- 3/8 "(6) T20190 iZ0 -280 T20 -290 T20 -320 T20.390 T20 -490 6 Not available With 48OV. 16 Seewww,lithonia .com /archcolorsfor additional 2 -7(8" (7.3) T25 -190 125 -280 12S -290 125 -320 T25-390 T25 -490 7 Must specify CWI far use in Canada. color options. 4 "(10.2) T35-190 T35 -280 135 -290 T35 T35 T35 8 Optional multi -tap ballast (120, 208, 240, 277V); (120, 277,347V 17 Black finish only. -320 -390 -490 in Canada). 18 Most be specified. 9 Consult factory for available wattages. 19 Must use RP09orRPi2. OUTDOOR KSFI -M -S Wall WID. W11►r "rl�Iu D ENGINEERS ARCH ITECTS PLANNERS 449 McLAWS CIRCLE WILLIAMSBURG, VA 23185 (757) 253 -0673 VOICE (757) 253 -2319 FAX www.diginc.com ,L_1t •C.J� V �d }�AI 1TERT3 ` TC. i3 >rAUN " a I,ic No, %7 v Q e4T 7Ci TtA1,, COUNTY OF ALBEMARLE SEMINOLE TRAIL FIRE STATION ADDITION & RENOVATIONS CHARLOTTESVILLE, VA ■ R E V I S I O N S ■ N0, DATE I DESCRIPTION COMMISSION NUMBER 2130150 SCALE: AS NOTED DESIGNED: CSH DRAWN: CSH CHECKED :. JAM DATE' 4/26/13 THIS DOCUMENT CONTAINS' INFORMATION PROPRIETARY TO DJG, INC. AND IS FURNISHED IN CONFIDENCE AS AN INSTRUMENT OF SERVICE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING AND REVIEW, OR CONSTRUCTION OFA SPECIFIC PROJECT. REPRODUCTION OF THIS DOC- UMENT, IN WHOLE OR IN PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN WITHOUT THE EXPRESSED, WRITTEN CONSENT OF DJG, INC. IS PROHIBITED. ALL RIGHTS RESERVED. COPYRIGHT DJG, INC. (C) 2013. SHEET TITLE ELECTRICAL SITE LIGHTING DETAILS SHEET NUMBER FC. 1. 02 12 OF 12