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HomeMy WebLinkAboutSDP201200038 Plan - Approved Minor Amendment 2012-09-28Lc 1 X1 K i E 1 0 MINOR SI FE PLAN AMENDMEN11 AREAS OF IMPROVEMENTS AT CHARLOTTESVILLE HIGH SCHOOL'S STADIUM 1. RESTRIPING OF UPPER PARKING LOT 2. PEDESTRIAN ACCESS FROM UPPER PARKING LOT VIA ADDITIONAL STAIRS 3. ADDITIONAL ASPHALT DOWN AT CONCESSIONS AREA 4. BIOFILTER TO PROVIDE WATER QUALITY FOR ADDITIOINAL IMPERVIOUS AREA 5. REPLACEMENT OF HOME AND AWAY BLEACHERS 6. ADDITIONAL LIGHTING FOR PEDESTRIAN SAFETY NOTE: NO IMPROVEMENTS SHOWN ON CITY OF CHARLOTTESVILLE PROPERTY HAVE BEEN REVIEWED BY THE COUNTY OF ALBE:MARLE OR APPROVED WITH THE COUNTY APPLICATION. COUNTY OF ALBEMARLE, VIRGINIA 6/18/2012 VICINITY MAP NO SCALE OWNER: CITY OF CHARLOTT'ESVILLE PO BOX 911 CHARLOTTESVILLE, VA 22902 CONTACT: TIM BIREITENBACH TELEPHONE: 434-970-3519 PROJECT ADDRESS: CHARLOTTESVILLE HIGH SCHOOL 1400 MELBOURNE ROAD CHARLOTTESVILLE, VA 22901-3199 ENGINEER OF RECORD: TIMMONS GROUP 919 2ND STREET, S.E. CHARLOTTESVILLE, VA 22902 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 295-5624 FAX: (434)295-8317 Sheet Index Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 OVERALL PLAN C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C3.0 LAYOUT PLAN C3.1 GRADING & DRAINAGE PLAN C3.2 GRADING SPOT SHOTS C4.0 SWM BMP PLAN C5.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C5.1 EROSION & SEDIMENT CONTROL PLAN - PHASE 1 C5.2 EROSION & SEDIMENT CONTROL PLAN - PHASE 2 S1 LIGHT POLE FOUNDATION REMEDIATION E0.0 CHS STADIUM LIGHTING IMPROVEMENTS NOTES, DETAILS, SCHEDULES E0.1 CHS STADIUM LIGHTING IMPROVEMENTS SITE PLAN E0.2 CHS STADIUM LIGHTING IMPROVMENTS FIXTURE CUTSHEETS EC1.1 STADIUM LIGHTING IMPROVEMENTS PHOTOMETRIC PLAN EC1.2 STADIUM LIGHTING IMPROVEMENTS PHOTOMETRIC PLAN t-Alwc-... AMAs Sumnatei Type Reviewed and Approved by the Community Development Department Date— 41128 f tZ Fite# 2d 12 4n3s ^ _ • .% n a B 0 jaus 'famim PLANNER ENGINEERING ING BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION HEALTH DEPARTMENT Sinn. -if uh ALT -I o T, 0 U G tits J. O l'; Xi KL s Lic. No. 00104-k � ONAL a 8� o0 o.E W 0 90 — _ W 4) a( ,16vn w 0 - *a aC W v�i oMo L Z Q J N 11'f Q0 n'I�Ac'o�Y ZWU't (J �Wxa Z 0 a Z=yN J L � � cn i Vi a �n U to N N IC W Z ��- � c ~ 0 E6 J H Z (L) U U V +(A aaa ° p� o00 �V)(n T •i•� LU W W v E U O W ,NyNN 0 LnLn DATE 0 44 6118112 n C t DRAWN BY JV. DUBOSE E DESIGNED BY C.'KOTARSKI =i CHECKED BY (, S. SAUNDERS L SCALE r u NIA i u V) z c v w ° a 37 w > H 3 0z V � ne 7 l� ~ CL > a w > � 0 0 0 0 U a V -j E c 0 H w IL �m (n �— Z 0 0 V) ' i n 0 n U.N U X 0 0 41 v c 0 E 0 O 'v 0 �U 0 JOB NO. ° v 31552 ° N C SHEET NO. n C0.0 !Fs L i Q. 0 F 0 rn c 0 Q Z a iV 4-1 O 4.1 c c 0 :j v 2 c 0 0 c v c 0 2 0 U 0 0 c U O v 3 0 O a a c n SITE DATA: ENGINEER: TIMMONS GROUP 919 2ND ST. S.E. CHARLOTTESVILLE, VA 22902 TELEPHONE: 434-295-5624 CONTACT: CRAIG KOTARSKI, P.E. C RAIG. KOTARS KI @TI M M O N S. CO M TAX MAP PARCEL: TM 061 PARCEL 193 LIMITS OF DISTURBANCE: 0.93 ACRES ZONING: R-15 RESIDENTIAL MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 1001 BOULDERS PARKWAY, SUITE 300 RICHMOND, VA 23225 PAUL HUBER, L.S. 804-200-6500 WETLAND IMPACTS: NONE DRAINAGE DISTRICT: MEADOW CREEK WATERSHED EXISTING TOTAL PARKING: 24 SPACES PROPOSED TOTAL PARKING: 29 SPACES HEIGHT OF BLEACHERS: 40.5' WITH A 3.5' PERIMETER GUARDRAIL GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 2. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURDS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 3. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT A GEOTECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS. 4. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 5. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 6. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), 7. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. 8. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 9. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. ALBEMAR,LE COUNTY ENGINEERING 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 REQUIREMiENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 3. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 4. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINIABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS. III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARD'S FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). MISCELLANEOUS • CONTRACTOR TO CONTACT THE CITY OF CHARLOTTESVILLE TO HAVE THE SCHOOL -OWNED UNDERGROUND UTILITIES LOCATED PRIOR TO START OF CONSTRUCTION. 72 HOUR NOTICE REQUIRED. • ALL EXCESS MATERIALS TO BE REMOVED/DISPOSED OF OFF SITE, BY THE CONTRACTOR AT AN APPROVED AND ACCEPTABLE AREA. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 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 VERSION 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. INSTALL INLET PROTECTION AND CULVERT INLET PROTECTION TO EXISTING STRUCTURES. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 6. 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. 7, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROIL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DIEVICE. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL 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 ZONINiG 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 THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE 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 SHALL CONSIST OF 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 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. 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 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE, ALL MEASURES ARE TO BE INSPECTED WEEKLY AND A17ER 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 WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL 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. 611 45' 8" 4 2" CLR 135° #4 AT 10" O.C. 1' -6 1/\2\" t°d / • (HORIZONTAL) .°. 8" :. H DETAIL "A" #4 AT 18" O.C. (DOWELS) [-3/4" #4 #4 AT 18" O.C. ` I SEE DETAIL "A" 0.35 H 2" JOINT #4 AT 18" O.C. 2 SEALANT FOUNDATION L--- 1" BACKER 2' MIN. 2" CLR . DRAIN ROD DETAIL "B" (6) - #4 (CONT.) 2" CLR 10 3" CLR 16 GA. GALV. SHEET SEE DETAIL "B" 3" CLR- STL. COATED TO CUT ALTERNATE PREVENT BOND. WIRE HORIZ. BARS TIES @ EACHHORIZ. BAR. AT JOINT NOTES -BACKFILL FULL HEIGHT OF WALL WITH #57 STONE -CONCRETE: 3000 PSI @ 28 DAYS -REINF: GRADE 60 -PROVIDE WALL CONTROL JOINTS @ 20' MAX EARTH FACE WALL CONTROL JOINT CAST -IN -PLACE RETAINING WALL DETAIL No Scale 6' ABOVE FINISHED SIGN "A" GRADE ----T 6' ABOVE FINISHED SIGN "B" GRADE SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. ADA ACCESS SIGNS No Scale 2" R .q CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE 6" 13" 7" ! •r! �► •�I•�� 0� r ! �'.! ►!'�M>� �r � r'� �! �',� fir!. �1 III IIII 1 • i ... A N • , • 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)` 12" MIN (TYP.) - 1 /8" WASH (MAX.) A 4 -8" FINISHED 6" (TYP,) .4.° ° ° GRADE EXP. JOINT \e_7_ 1/8' WASH o ° a q 811 yI • q t 1_0il 9" ° e:•. (2) #5 DEBARS, BOTTOM CONTINUOUS, 3„ ° : •�` . ° LAP 2'-2" AT SPLICES 2'-10" JOINT FINISHED GRADE �_V' 1-T-4"---I \CONCRETE 3 REBAR (12" O.C.) # 57 STONE COMPACTED SUBGRADE NOTES: 3 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS 3. RAIL SHALL MATCH EXISTING STADIUM RAILINGS EXTERIOR STAIRS No Scale LJ `318" MIN. ROD REFER TO St TE PLAN FOR GATE WIDTH DOUBLE SWING GATE •���ii��,iiiiON ALL FENCING ♦♦♦♦♦♦♦ ♦♦♦♦ i♦♦♦..♦♦i♦♦♦ A TTA CH FENCE FABRIC TO TOP RAIL & BOTTOM RAIL HOG -RINGS ii'Oi�i i♦Dii��i ,WTH - ,Ic 9504 i • I GROUND LINE I CONCRETE F0077NG LI -•-1 12" TOP AND BOTTOM SELVAGE - TO BE KNUCKLED LINE POST 116 GAUGE WIRE CLAMPS TO BE USED TO ATTACH FABRIC TO "H" COLUMNS (6 PER POST) ONE TENSION WIRE CLIP EACH LINE POST (#6 GAUGE MIN.) GROUND LINE I I TYPICAL SPACING BETWEEN ALL LINE II 10' LINE POST - 10" LINE POST - 10„ NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 1 : 4' ° d G `- 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21 B STONE COVER COMPACTED SUBGRADE C= DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. `- COMPACTED SUBGRADE NOTE: CONCRETE COLOR TO MATCH EXISTING CONCRETE CONCRETE SIDEWALK JOINT DETAIL No Scale gw 4" 21-B STONE ORANGE PVC TUBE PLACED OVER STEEL PIPE 8" DIAMETER STEEL PIPE FILLED WITH CONCRETE PAVEMENT 2'-0" DIAMETER CONC. FOOTING 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.OA 6" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE C= DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS : -0 E Q o >. viCn a N E cl E A F- W N p su C - �116� ate w0_,-+ z ausa°O°, 0 >' E p �. C4J Z U dM• Zj z ce :i�:®W L7 0j:j a.. [1 "rarir. to T g �Uq - 4 (n Ln C N W ° V) N H z dWWur tit- ti �M > w tLo 'C � z 0 OL o00 0 ujLuuj w-C4 x F- fd Q w w ~ CL W NyNN a z Q ° M n 0 > U) >97 DATE 0 4-d 6118112 DRAWN BY N. DUBOSE DESIGNED BY C. KOTARSKI CHECKED BY & SAUNDERS SCALE N/A E 0- CU 0 N I CU 1-4 N r` 0 0. O1 O d J a, E d z O d J o� 3 F- w A 06 0 W F-- 1:3 z o Q; D ,Do 5� ow .0o CF 0 4- 1 C C v � U O ace c � O 3 ui O L 4 � X z •C O 0 (D41 � r-+ � U 7 O O W 3 041 ® v o LU U Q �... C i 0 0� W Z � U N o z O v] o U o` a� °' o > U =o v -6. x D as �' v o c 4,41 c = ar � Ej o v = .o U c •1 v U > rn o JOB NO. v •v v 31552 t v O SHEET NO. a C1.0 m Q ME . _. J a J 1 u - i y lPp'CI$•r,!P^ .cc � C � F r� a Y ] vu j \ ,_- � ... ^-' � � - t _ S'.;-,,. :�'^`'i dri, s' r: _. •«: k ���-„� a,�k'z` ..:�`:'�. (+#. "�i.-,.' '. ..,� �`';." �\ t@`.".i-d;^ :.. _ ' :3F" _`= � v��\ ! .. i n.. ,....: . ..t � �,-, "�. � .- . , J t .: ,f , 4.. �,. . S';f• P L 2/"".%.i ^^ ,yw ,.: �' & s. ti� d. J'. , _ . , ' p AMU >4..,., y r1..�. �.-�•' .t.. .; sr y-:rw;_y 41:r,��' r�;, ,.�:a.. �st'&ar,•u-T �..„,i �'T.r ., (z. �'�s..., d: Wit' ..0 ! r�,... .i ,. � \' k x - ---'--''-' a� £ `�." .+ 4.,... x:...,•i'LL'•5�,�,,1�'?..:fi �� r..:u,-.�.,� ..:,..�,. ! ..,®,ww:t �.. .�;..:....,ctr"t.,,:•,,, .s� �M. , .,. „Sy.". Itj ,/�,` R�UYi•-S�: A / _ = I? I l P I { t � { ( t } sfia i, SCALE 1 "=50' A §r x i1 PREDEVELOPED DRAINAGE AREA OUHLc 1 _ 0 POSTDEVELOPED DRAINAGE AREA SCALE 1" = 50' 415 410 I e 395 f f / / M1 M 0 6{y CV U CIS O T V ^v ^ Q I T p r. V �`14 It of y T O 1 - 0) (0T �o� 00 C6000 M XFQ-0»» uJf�f-ZZ Z Z 415 c`u`no 0'0 d • EXISTING z Q GRADE �IAA0IL > �J T V/ -Z 7- t PROPOSED j-FRAflE-- _- 103 21.96' OF 15" RCP IV @ 7.88% 81.23' OFI 15" RCP1 @ 2.31 %! ST R'i 04� 14 i T R M CD co d CD� 0 d � 410 405 400 395 390 9+50 10+00 11+00 11+50 HORIZONTAL SCALE 1" = 50' VERTICAL SCALE 1" = 5' e 00 CD t � \ ® � t 8 r -- 4'� ® CO 14 ! i 1 7 � I 6 / t e A I� r _- t A_yj] �_ � I I { s t t R t I ! { t I { { 1 I I { { } 1 i } � { 9- JUNI�ERUS { { VIRGINIQNA'GRLY OWL' {4 LAWN,19 '� r t _-,11- ITEyr HENRY'S GARNET' SCALE 1" 10' A of 20' SCALE 1" = 10 PLANT MATERIAL DULE - CHS STADIUM IMPROVEMENTS - Quantity Botanical s CommonName SHRUBS •! Juniperus a '' w r. ` Eastern .. + Cedar 11 e I. Garnet' Virginia Sweetspire 1:50M k"UIV IHIIVCt'C SHRUB NOT TO SCALE BIOFILTER AREA TO BIOFILTER: 0.48 Ac. IMPERVIOUS AREA: 0.31 Ac. TOTAL VOLUME REQUIRED = 1,125 CUBIC FEET FOREBAY VOLUME ELEVATION AREA(SF) VOLUME (CF) 407.50 90 0 408.00 224 78 BIOFILTER ELEVATION AREA(SF) VOLUME (CF) 406,50 872 0 407.50 1,234 1,053 TOTAL VOLUME = 78 + 1,053 = 1,131 CF WATER QUALITY AREA = 1.09 Ac (SEE LIMITS OF CLEARING AND GRADING) PRE DEVELOPED IMPERVIOUS AREA = 0.63 ACRES Ipre = 57.8% Lpre = 1.91 POUNDS (DRINKING WATERSHED) POST DEVELOPED IMPERVIOUS AREA = 0.74 ACRES Ipost = 67.9% Lpost = 2.21 POUNDS (DRINKING WATERSHED) REMOVAL REQUIRED = 2.21 - (0.9)1.91 = 0.49 POUNDS TREATMENT AT BIOFILTER AREA = 0.48 ACRES IMPERVIOUS AREA = 0.31 ACRES Ibio = 64.58% Lbio = 0.93 REMOVAL = 0.93 X 0.65* = 0.74 *INFILTRATION REMOVAL = 65%** **VOLUME SIZED FOR FIRST INCH OF RUNOFF VOLUME SIZING USES VA DCR STORMWATER DESIGN SPECIFICATION NO.9 FOR BIORETENTIOIN FLOW RATES PRE -DEVELOPED AREA = 2.33 Ac. CN=84 Te = 12 MIN. Q2 = 6.95 CFS Q10 = 12.38 CFS Q100 = 22.43 CFS VOLUME 2 YEAR = 0.378 AC -FT VOLUME 10 YEAR = 0.692 AC -FT POST -DEVELOPED AREA = 2.34 Ac. CN=87 Tc = 12 MIN. Q2=6.16CFS Q10 = 12.35 CFS Q100 = 22.95 CFS VOLUME 2 YEAR = 0.340 AC -FT VOLUME 10 YEAR = 0.624 AC -FT POST Q2, Q10, VOL2, AND VOL10 ARE LESS THAN THE PREDEVELOPMENT VALUES„ THEREFORE NO ADEQUATE CHANNEL AN�l YSIS IS REQUIRED. Min. Installed Size 24" I 24I REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP )/3 OF BALL REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING. INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. 1-2" SHREDDED HARDWOOD MULCH, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS. BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER. SCARIFY BOTTOM AND SIDES OF PIT 1. INSTALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES FOR THE SITE. 2. GRADE EACH SITE TO ELEVATIONS SHOWN ON THE PLAN. INITIALLY, THE BASIN FLOOR MAY BE EXCAVATED TO WITHIN ONE FOOT OF ITS FINAL ELEVATION. EXCAVATION TO FINISHED GRADE SHALL BE DEFERRED UNTIL ALL DISTURBED AREAS WITHIN THE WATERSHED HAVE BEEN STABILIZED AND PROTECTED. CONSTRUCT CURB OPENINGS, AND/OR REMOVE AND REPLACE EXISTING CONCRETE AS SPECIFIED ON THE PLAN. CURB OPENINGS SHALL BE BLOCKED OR OTHER MEASURES TAKEN TO PROHIBIT DRAINAGE FROM ENTERING CONSTRUCTION AREA. 3. COMPLETE CONSTRUCTION ON THE WATERSHED AND STABILIZE ALL AREAS DRAINING TO THE BIORETENTION BASIN. 4. REMOVE PHASE I SEDIMENT CONTROL DEVICES AT DIRECTION OF DESIGNATED INSPECTOR. 5. INSTALL PHASE II EROSION AND SEDIMENT CONTROL MEASURES FOR BIORETENTION AREA. 6. REMOVE ALL ACCUMULATED SEDIMENT AND EXCAVATE BIORETENTION AREA TO PROPOSED DEPTH. USE RELATIVELY LIGHT, TRACKED EQUIPMENT TO AVOID COMPACTION OF THE BASIN FLOOR. AFTER FINAL GRADING IS COMPLETED, DEEPLY TILL THE BASIN FLOOR WITH ROTARY TILLERS OR DISC HARROWS TO PROVIDE A WELL -AERATED, HIGHLY POROUS SURFACE TEXTURE. 7. INSTALL THE INFILTRATION CHAMBERS, PIPING, MANIFOLDS, DRAINS, VENTS, AND INFILTRATION STONE IN ACCORDANCE IN WITH THE SPECIFICATIONS AND DIRECTIONS OF THE CHAMBER MANUFACTURER. INSTALL A FOUR -INCH LAYER OF WASHED, 1/4 INCH PEA GRAVEL ABOVE THE STONE. INSTALL A 1-FOOT LAYER. 8. AFTER CONFIRMATION THAT SOIL MEETS SPECS BY APPROVAL OF SUBMITTAL, FILL BIORETENTION AREA WITH BIOMIX, AS SHOWN IN THE PLANS. BIOMIX TO MEET VIRGINIA STORMWATER MANAGEMENT HANDBOOK REGULATIONS. 9. INSTALL VEGETATION AND GROUND COVER SPECIFIED IN THE PLANTING PLAN FOR THE BIORETENTION AREA. 10. UPON AUTHORIZATION FROM DESIGNATED INSPECTOR AND ENGINEER, REMOVE ALL SEDIMENT CONTROLS AND STABILIZE ALL DISTURBED AREAS. UNBLOCK CURB OPENINGS AND PROVIDE DRAINAGE TO BIORETENTION AREA. ELEV.407.50 100 YEAR WSE 407.87 10 YEAR WSE 407.73 2 YEAR WSE 407.40 - VOUT BOTTOM OF BIOFILTER 406.50 (V, 409.00 4" PERFORATED SCHEDULE: 40 PVC UNDERDRAIN ELEV. 402.42 BIOFILTER DETAIL 1.33' NO.57 STONE NOT TO SCALE NOTE: BIOFILTER MIX TO BE IN ACCORDANCE WITH THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK. �� �! r t �•ttfJ N . :� :! (•�j2,l+idr tl ,T. t�" I t Its [�'I l+"� late '1a t�i`?li;t~fs5��: a . d. •a, i t.. �y y I-� Q �w} E s V I _ 1_ a ? o N E N - 0'. r Fi W N W N (U `_ U. > ClJ - 0 U. 53 0 Z wJ o U Z t- U 'd 4W Z ) � ®-x 0 �O�V InU �y Z >. v) W *¢-" N i 1� Fes- J N Y.y Z 0) � M 0 LU >= > rn W > 0 0 o Z ~ �W O C J •� oW nW- cow, 3� 0 Z5 W W Z O www Q W_ C Uj CA LU E CL U 0 W Z.4 N `> O O ^ern C) �- 4 (1)U > 11, f::� DATE U a.r1.11 Q 6118112 0j DRAWN BY / N. DUBOSE LD 3 A DESIGNED BY C. KOTARSKI z d CHECKED BY 0 AdEhL S. SAUNDERS r, U SCALE W In VARIES in M M 0 i `0 3 Uj 2 oa Q � X- ;� a) 0...z H C7 Z a) m � > o v 0 /� Li.. o s ' tom. Z44 4x O o ' U C: J 0.0 Ev d v 2 v � a. o D v ca �� Q Z o z o' s q / 1 Ij T 2 o 041 2, U o41 J \ > 0 o U -+"' a W Q)-.t 4 E 0o oa u� aci .'o E 0 Fa v � U °-t,00 Job NO. ° v v 4) 31552 ° (j) (a c v 0 SHEET NO. a c4. o U3� r� �a EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION THIS PROJECT INCLUDES THE REMOVAL OF EXISTING BLEACHERS AND THE INSTALLATION OF NEW BLEACHERS, AS WELL AS SOME SITE IMPROVEMENTS. THE LIMITS OF DISTURBANCE ARE 1.09 ACRES ADJACENT PROPERTY THE PROPERTY IS BORDERED BY THE NORTH BY A PARKING LOT, PRACTICE FIELD, AND WOODS. ON THE EAST IS BORDERED BY A BASEBALL FIELD, THE SOUTH BY A SCHOOL MAINTENANCE AREA, AND THE WEST BY MELBOURNE ROAD AND CHARLOTTESVILLE HIGH SCHOOL EXISTING SITE CONDITIONS THE SITE IS THE LOCATION OF CHARLOTTESVILLE HIGH SCHOOL'S STADIUM. OFF -SITE AREAS NO OFF -SITE AREAS WILL BE DISTURBED DURING THIS PROJECT. CRITICAL EROSION AREAS THERE ARE NO CRITICAL EROSION AREAS ON SITE. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT 1S IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION, ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGHOUT THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING. 2. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 3. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION PERMANENT TURF SHALL BE INSTALLED ON DISTURBED AREAS WITHIN SEVEN DAYS OF BEING BROUGHT TO FINAL GRADE. SEQUENCE OF CONSTRUCTION 1. CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES. 2. LIMITS OF LAYDOWN AREA SHALL BE DEFINED BY CONTRACTOR. 3. BLEACHER DEMOLITION AND CONSTRUCTION CAN BEGIN. 4. THE CONTRACTOR IS TO REMOVE ALL EROSION AND SEDIMENT CONTROL DEVICES ONCE ALL AREAS ARE STABILIZED. SILT FENCE ON UPSTREAM SIDE OF BIOFILTER SHALL NOT BE REMOVED UNTIL BANK HAS BEEN STABILIZED. ALBEMARLE COUNTY GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: 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 AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: 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. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-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. ES-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. ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERODICALLY 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. MINIMUM STANDARDS (PHASE 1) FROM VESCH MS-1: APPLY PERMANENT SOIL STABILIZATION TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. APPLY TEMPORARY SOIL STABILIZATION WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. APPLY PERMANENT STABILIZATION TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2: STABILIZE OR PROTECT TEMPORARY SOIL STOCKPILES WITH SEDIMENT TRAPPING MEASURES (SUCH AS SILT FENCE). PROVIDE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL TRANSPORTED FROM THE PROJECT SITE. MS-3: ESTABLISH A PERMANENT VEGETATIVE COVER ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IN THE OPINION OF THE ARCHITECT/ENGINEER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4: CONSTRUCT CONSTRUCTION ENTRANCE, STREAM CONVEYANCE CHANNEL, TREE PROTECTION, SUPER SILT FENCE, CHECK DAMS, CULVERT INLET PROTECTION, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND MAKE THESE MEASURES FUNCTIONAL BEFORE UP SLOPE LAND DISTURBANCE OR TIMBERING TAKES PLACE. MS-5: APPLY STABILIZATION MEASURES TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6: CONTROL SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND- DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. MS-7: CONSTRUCT CUT AND FILL SLOPES IN A MANNER THAT WILL MINIMIZE EROSION. PROVIDE SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9: WHENEVER WATER SEEPS FROM A SLOPE FACE, PROVIDE ADEQUATE DRAINAGE OR OTHER PROTECTION. MS-9A: NO E&S PHASE I CONTROLS SHALL BE REMOVED WITHOUT THE PRIOR APPROVAL OF THE EROSION CONTROL INSPECTOR. MINIMUM STANDARDS (PHASE 11) FROM VESCH MS-10: PROTECT ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-1 1: BEFORE STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, PROVIDE ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING IN BOTH THE CONVEYANCE CHANNEL AND THE RECEIVING CHANNEL. MS-12: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, TAKE PRECAUTIONS TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. PROVIDE NONERODIBLE MATERIAL FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, PROVIDE A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL. MS-14: MEET ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES. MS-15: STABILIZE THE BED AND BANKS OF A WATERCOURSE IMMEDIATELY FOLLOWING AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THESE STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. OPEN NO MORE THAN 500 LINEAR FEET OF TRENCH AT ONE TIME. B. PLACE EXCAVATED MATERIAL ON THE UPHILL SIDE OF TRENCHES. C. FILTER EFFLUENT FROM DEWATERENG OPERATIONS OR PASS THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGE IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION, E. ACCOMPLISH RESTABILIZATION IN ACCORDANCE WITH THESE REGULATIONS. F. COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS. MS-17: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, MAKE PROVISIONS TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, CLEAN THE ROAD THOROUGHLY AT THE END OF EACH DAY. REMOVE SEDIMENT FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORT TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. MS-18: REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION BUT ONLY AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, AND ONLY AFTER AUTHORIZED BY THE EROSION CONTROL INSPECTOR. PERMANENTLY STABILIZE TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19: PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION. (2) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS AND TWO-YEAR VELOCITY TO VERIFY NO EROSION OF CHANNEL BED OR BANKS. (3) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS. (4) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR FREQUENCY STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR FREQUENCY STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR FREQUENCY STORM WILL NOT CAUSE EROSION TO THE CHANNEL BED OR BANKS; OR (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR FREQUENCY STORM IS CONTAINED WITHIN THE APPURTENANCES; OR (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FROM A TEN-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL. (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION/RETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE PLAN APPROVING AUTHORITY TO PREVENT DOWNSTREAM EROSION. D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. E. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT. F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION/ RETENTION, HE SHALL OBTAIN APPROVAL FROM THE LOCALITY OF A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL AND ENERGY DISSIPATERS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL OR DETENTION FACILITY. J. IN APPLYING THESE STORMWATER RUNOFF CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDRAULIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. K. ALL MEASURES USED TO PROTECT THE PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. EROSION CONTROL MEASURES * VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK SPECIFICATION NUMBER LIMITS OF CLEARING AND GRADING - iP INLET PROTECTION 3.07 DC DUST CONTROL 3.39 SF -- x SILT FENCE 3.05 TS TEMPORARY SEEDING 3.31 PS PERMANENT SEEDING 3.32 2 X 4" WOOD FW - 1.5' MAC SILT FENCE DROP INLET PROTECTION AIN. PERSPECTIVE VIEWS DROP INLET WITH GRATE FRAME GATHER EXCESS AT CORNERS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. I P 3.07-1 STORM ®RAIN INLET PROTECTION No Scale 70' MIN, A 5:1 PEXISTING AVEMENT 3' FILTER 6 A MOUNTABLE CLOTH MIN. BERM (OPTIONAL) EXISTING GROUND SIDE ELEVATION 70' MIN. • '.�kY4�G�+(• fit,•' f� �� sr.�1vF ,► a VDOT #1 COARSE AGGREGATES B' POSITIVE 1 10' MIN. * MUST EXTEND FULL WIDTH OF DRAINAGE TOSEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE PLAN VIEW '12' MIN. 3" MIN. 3" MIN. FILTER CLOTH SECTION A -A (DE REINFORCED CONCRETE DRAIN SPACE SECTION B-B STONE CONSTRUCTION ENTRANCE No Scale EXISTING PAVEMENT 1. SET THE STAKES. 'M -i:jL i FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 2. EXCAVATE A 4"X4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW ! A (PERSPECTIVE VIEW) SF CONSTRUCTION OF A SILT FENCE - (WITHOUT WIRE SUPPO No Scale • TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 175-200 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-5% KENTUCKY BLUEGRASS 0-5% HIGH -MAINTENANCE LAWN 200-250 LBS. KENTUCKY 31 OR TURF -TYPE FALL FESCUE 100% GENERAL SLOPE (:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS, SEASONAL NURSE CROP " 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. 150 LBS. * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL.................................. ANNUAL RYE MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH........................ WINTER RYE ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALS) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) 3.05-2 WX CL (U z N ®1 (v C7 0 0 o >.® > o E ® cu Lu W F� 9N � > CD w®-��V) ¢ nw>w - O ice p o LL, ¢ J 12 -1 U) LL L a O A st u 't �V 4-J inm u d - X U) ui � w z 0)M ~ 0 o V) I` Lu W o aa�i w _ ° w Q A a » o6 ,� C4�� w a � a w z CL v Q 0 w N N W ® Q o rn O�% ^ mom. 'o tan 14 4) u > DATE AU O () 6118112 DRAWN BY i N. DUBOSE 3 A DESIGNED BY C. KOTARSKI d CHECKED BY W Ask S. SAUNDERS SCALE (U N/A I M i c� C) ® CX (S L.L. CL Inv � H O Y ° 41 V V I"" 0.0 E j Q < w v c W 4. 0 i.0 Z v ul I c a� W � v o-0 VV Z N C 0° t� O n LJ ! C 4.+ �- vj ®a)C > o Q � U :3o U r' 4 E `v C 41 o v v U 4 v_ •V o JOB NO. v fn -v v 31552 o 0 SHEET NO. a C5, 0 a FE` 0 I U) n Lo N 0 N c�9 0 N U) 0 0 N n 0 TYPICAL 4 SIDES 10'-0" 5QUARE IUARE x P-b" THICK r= FOOTING ADDITION OP AND BOTTOM, EACH f STANDARD qO° NOOKS (S FOOTIN&RE I NFORCoEMENT PLAN � PLAN NORTH 3I4• _ 1,-0• 51 EXI5TIN65 'HOME-WRTH' LIGHT POLE 101-0• coricRETE FoorINC-7 AovmoN 3" CA- (TYPJ EXI5TING FIN151ED GiRADE ' . • t a9A •:aa 5.' ' ••d t d• a °' $ m -rl .•1.: • .di. rt r+ 'd •'• :-� .d-' �4 • `d -. ♦. +' .•a a � - • - •+'~ s•rd ., a.. 44 -4 1'no e _ .n I�[ i _.. =. x Via. 9- . - r t,_.._ :• `raa- a. U o .. + +' _ 9b ,a a d a d•, a �6 y. a' d .• g' A. y • • 'd° <' ':A8 '• �-Aar'. .-., •e' 0 ,,\-400 STANDARD RD H • 'j •I rr I� all I' '1 QmI• w i • • I� �� r r • 4" COMPACTED STONE BA5E GONGRETE FOOTI NG,4DD I TI ON DETA i L ('HOME -NORTH LI&HTFOLE I 3/4" = 1'-0" GEN5ZAL NOTE5: I. TH15 STRUCTURE HAS, BEEN DE516NED IN AGC.ORDANGE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING GORE, 200q EDITION, A5 ADOPTED BY THE MR61NIA UNIFORM STATEWIDE BUILDING GORE, 20001 EDITION. 2. THE FOLLOWING WORK 15 5UBJECT TO SPECIAL INSPECTIONS AS DESCRIBED IN SECTION 1104 OF THE INTERNATIONAL BUILDING GORE, 200q EDITION. CAST -IN -PLACE GONG ETE?E 3. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSION5, ELEVATIONS, AND OTHER REWIR&ENfS NECESSARY FOR THE PROPER GONSTRUGTION AND AL16WENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXI5TING. 4. LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: A. SNOW DE516N DATA: GROUND SNOW LOAD 25 PSF EXPOSURE FACTOR ID SNOW IMPORTANCE FACTOR ID THERMAL FACTOR ID FLAT ROOF SNOW LOAD 25 P5F ICE DE516N THICKNE55 3I4" B. MIND DE516N DATA: BASIC WIND SPEED (5-5EGOND G05T) qO MPH WIND EXP05LIRE C OCCUPANCY CATEGORY ! I WIND IWORTANGE FACTOR ID FOUNDATION NOTE5: I. FOWATION5 HAVE BEEN DE516NED FOR A BEARING PRESSURE OF 2000 P5F. FOUNDATION BEARING 5011-5 5HALL BE EVALUATED BY A LICENSED 6EOTEGHNIGAL ENGINEER TO CONFIRM THE DE516N BEARING PRE55ME AND THAT THE A550GIATED SETTLEMENTS, ARE WITHIN Y ACCEPTED TOLERABLE LIMITS. 2. PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS %% - BE INSPECTED BY THE 6EOTECI-"CAL ENGINEER TO EXPLORE THE EXTENT OF LO0-cC SOFT OR OTHERWI5E UNSATI5FACTORY 501L MATERIAL AND TO VERIFY DE516N BEARING PRESSURE. THE 6EOTEGHNICAL EN61NEER WILL PROVIDE DIRECTION FOR CORRECTIVE ACTION HEIE REQUIRED. 3. FR05T LIME DEPTH 15 IS " BELOW GRADE. CAST-IN-PLAGE CONCRETE NOTES: 1. CAST--IN-PLACE CONCRETE FOR THIS STRUCTURE HAS BEEN DE516IED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 31 "8) AND COMMENTARY (AGI 318R-08)". 2. 5HALL BE NORMAL YEIC�t• T AND SHALL OBTAIN A 28 DAY COWREE61YE STRENGTH OF 4000 P51. 3. C04CP M SHALL COMPLY WITH THE FOLLOWING: A. AIR CONTENT: 55 PERCENT, PLUS OR MINU515 PERCENT AT POINT OF DELIVERY. B. 51 UMP LIMIT: 4 INCHES, (S INGf5 FOR CONCRETE WITH VERIFIED 5LUMP OF 2 TO 4 IWK:55 BEFORE ADDING 14I61-1-RAN67E WATER -REDUCING ADMIXTURE OR PLASTICIZING ADMIXTURE), PLUS OR MINUS I INCH. C. MAXIKH KATER-GENEITITIOU5 MATERIALS (WIG) RATIO: FOUNDATION 52 4. REINFORCING MATERIAL5 %IALL BE A5 FOLL0015: REINFORCING BARS - ASTM A615, 6RADE 60, DEFORMED. 5. ALL REIWORGIN6 STEEL AND EMBEDDED ITEMS SHALL BE ACCURATELY PLACED IN THE POSITIONS 5HOHN AND ADEQUATELY TIED AND SUPPORTED BEFORE CONCRETE 15 PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANGES. 6. MINIM)M CONCRETE COVER FOR REINFORGING STEEL A5 INDICATED ON THE DRAWIN65 %%ALL GOVERN H-IEN IN CONFLICT WITH ACI 31"5. to i Z LL- C N O L ' o J z a po (W Q w z Z � Z w S _, �a J >r m Q Z CD i W� � I Ia O 0 cli IESCZYK c No. 038889 �SS�ONAI. toy oQ 0 0 u, Ill Ug o cl)W Z aza LL. 0 a a: F' J w � W a> 0 Z w a g> >o CL f' U) O J Q W Z U. Q J o z a:�O LL = f— U= C� J .. # :r*ffar*7 12.093 DESIGNED BY: JW DRAWN BY: SEC CHECKED BY: JW DATE: 04.06.2012 REVISIONS: DRAWING NUMBER ..,.. > ...rt.. , .;:-� "'a.; '. '•�. q:a. /re-,...., ,.ro', -. :.:. 1...w. .�: .: t,; - 4w :a.{ y'.:o..y,«>� �„rk a:�>'�P9br�s r�d'� <ir+.„ . -. ,. ... .. .. ., ._ ;, ., r:: r ...... I V.. 8. .#• . _ys 1✓a" >t. }. <.. ,.z3Jrr,. , z n 1, l '(. i.xitr" ..£ ,... ., � .. :.. r4,','t µ,., • ..+ P ..N X.f x', t � -. . .. .., t, r _. _ . it .e +... P �' ...•. � -: } '1 ,. e✓. .< ... " . .. .. ..-d 4 " ;. « .. u+u 4 , ,.. . . .e. n �.v,. dl :r23 w. .�yfin � ,.. .. ,. a .... ... }..e , ... ,.. .. ,W^+ .. L_ , .L .. .. s >Y .. 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T•.. .'3"x p tt ,,,,,R,: .i_..r ,.;. ,�>h�� � ..,,^..rY ru" ... ^`} vt .wW:MF,A} ''+v Yt<C.. f, �4+tXiAm'�"r' N.cL .I .�.>a. %�•� .,X-. fi,..a � ...t �:..,,� 3.� .. _. BULL 'U OFF' AREA LIGHT 1NITH HOUSE" SIRE ,SHEILp, DIET GE LIGHTING; CAST ALUMINUM HOUSING, TYPE III ASYMMETRIC EAM 7 LC P 2 LED: FIMRE LUMENS: S1 . DISTRIBUTION; 96 STRAIGHTSQtJAFtE ALUMINUM PALE. a7W 148Q0 s1.CK S WET LQC,ATIQN LISTED. - .� SAME. AS S1 EXCEPT SMALL BODY, 14' SQUARE POLE, NC? GE LIGHTING EA$MQF3F5�A!C P 1 L51). 57W FIXTURE LUMENS; 740Q S2 SHIE!_R.: _BLCK ME AS S2 EXCEP.T TWJN HEAUS 180 Q'EGREES<APP►Rlr GE LIGHTING LED FIXIl1RE LUMENS: :S2A' ON 14' SQ.UARE POLE: EASMOP3F57A1C. P 2` 57W 7400 PER HEAD . BLCK BASIS O.F.DE:SIGN STATEMENT:' THE ES.iGN SH01f11N IS BASEDON THE MANUFACTURERS ANQ,MODELS'IND,ICATED ANIQ`IS INTEpED ONLY 10 SHOW TF#E GRNERAL.Si E, CONFIGURATION, LOCATION;'CONNECTIONS.ANDIOR.SUPPORT FOR THE EQUIPMENT OR SYSTEMS.SPECIFIED WITH REI:ATION TO THE'.OTHER'BUILCNNG<SYSTEMS.: SEE ,DIV 26 SPECIFICATICN $ECTQNODDTfN NCQIAL REQUIRMENT4. KEY' NO. ES: P POLE 1. ALL FIXTURES S.HALl. HAVE ELECTRONIC BALLAST 2.ALL FIXFURES ;SMt1l L BE.'RATED 129Y,, UNLESS NOTED.OTHERWISE 3 .ALL LED IAMPS.$HALl HAVE:CU,LO,Ft?EMP. RA,n{ , OIF 57©OK WITH MINIMUM CRI.RATINO OF $2 4 ALL P.IKTURESSHALL BE.PROVIDED COMPLETE WITH ALL,NECE:SSARY-ACCESSORIES.. PANELBf?ALl RD' LOCATION;: ELEC RNI VciLTs: 12wz8, 400A MAIN BREAKER MQUMiNG: SURFACE MAINS AMPS- 400 SE RATED WIRE. GN5 CND CKT CKT KVA %'PHASE CKT :CKT CND GND WIRE LOAD SERVED Sl2E S.1ZE $VE BRSQi N0. Na, BRKR SIZE SIZE SIZE (C)AD SER1lED . A B C EXISTING LOAD (NOTE 2 TYP) 1 x J 'x " 0 7 9 6 +Y � �� f 1,0 PAN..EL LPF3 (RRESS.BOX) EXISTING l (aAD; 3k'�� 0 7 9.6t 4 I ING EXISTLpAD, 8 1 100 2e 3 1/0 PANEL LSS ($TOR SHED EXISTING'LOAD 7. .�L-�,ut-� Yf<4„r.t,.,,'.:. Q 7 7 2 'q „`:� + 07 72 fig,' EXISTING LOAD- 9 EXISTING LOAD 0.7 : EXI.STINGLOAD 13: 14 SPARE: EXISTING LOAD. 15.� mmr,, $ w � �� 0 7Lr 18 SPARE. EXISTING LOA. D17< ,�n:. SPARE, EXISTING LOAD; f„t 0 7 �.r�,,'; x, oil 10, 22. 24 20 4" 12 12. SPAFE EXISTIN ,HEATER EXISTING<LC1AD: 21, EXISTING LOAD e4JY,v Y: { Q ik! it`r` b i y.+�}r '�+� 0 7 10 �,( 0 10 r ' �z ��',.��a�� �� 26. EXISTING LOAD 25. SPARE 28 20` 3/4." 12 .12 EXIST ING,HEATER SPARE 29... n SPARE 51 32 20 T4 12 �2 EXISTING HEATER SPARE 33 ,��� .,�� � �����'�4,,��1 t, : r ; s p 1O. r J°► �S A` 36; 20 314" 12 12 EXISTI(�G H TE . HEATER R SPARE 35 x.. .k�`�t.�xx2 1 0 OREM,��� 3$' SPARE 37 S p 39'F � ro� 5r 40 2b 314" 12 12 EXISTING HEATER AREA RIGHTS; 10 1:Q 1" 20 41`L�''� ���,� FEEDER' 500 3 3a 23k3 22.6 25'1 TTL- 711.0 VOLTAGE'. NOTES: E 20 0' .6p _. Y 1. 11NLES$ NOTEA°C?THER,WISE; ALL BRANCH CKTS SHAI Ll3E #12 AN,G, #12 GNU, 3/4" CND; 20A�1P'CKT BRKR: C4NNEG7'ED AMPSs 19? 2, EXfSTlNG;LOAD VALUES RASED QN DEMAND PROVIDED BY SPFIt?OL DISTRICT CONFIR. M/COORD VU1TH: DEMAND FACTO 1.0 EXISTING CONCESSIONS EQUIPMENT, LIGHTING'AND RECEPTACLE CKT` 'DEMAND AMP$,i 1.97 PANELB'QA p LOCATION: ELECRM VOLTS: 1201208' 600A MAIN BREAKER' PI u sE' 3 KAIGs': 42"' LIFILD MOUNTING: SURFACE MAHVSAMPS; 600. SE RATED`' yYiftE -GND GND CK7K7 KVAI;PHASE. GKT CKT GND: GND WffZE LOAD SERVED stzE ;stzE sQS e.RKR NO. A. B C NQ.: EIRKR SIZE SSE ;stzE LOAD SERVED C1 POLE F1 2 4 2" 70 1 2s 3R 2 60 2° 4 2 CTS' POLE F1 2} Y�� 4.. E1(ISTING:LTS; LY (N07E 5ht�fr Y {x� 62 6 NOTES2;4} 02 7 y .4§ y1 8 ; 42" I 314 LTS' POLE F2 POLE F2 310 1 2 12,5 114 b r .1, ING LTSsp ` 12 NQT 4 11� 114. p � w fr 3 Y z r 1 14 6U. 2. ,1 2/0 L1 S PO -T33 C3: POLE F3 2/9 1 2 70 13: O 2 k U` 9y , 1 (EXISTING'LTS.. 6 ttx i't'jJv�'-w+sxn y , tta-aax ' 't 17 NOTE .4) ST'` 64 nE 2060P01 E'FA '> 2" 2 1/0 LTS' POLE F2.4: 1/0 2 7.0 '19 6 2 1"iFT" kr!:�is w �2+ m"r� k ul.,i r �' EXISTING ITS; x 2 09TE• 4) �mroi„? li':� ^ srss,<.5,4 r. pi�ki ✓t;��n>���r � .. G5 f?OLEcFS 2/0 2 2" 125 25 11,4 � � r �{;�l`m 1 26' 60: 2 2 2l0 LTS; POLE F5 y * $+ #t G„ EXIST,ING`!LT5= 27 pry 114< �+ 2a 4. y J y j kc d au , I a,M. <x r 114 29�; r3rr�Y 30 NOTE. 4) CS POLEF6 32 60: 9" 10 6 LTS FE)CEF6 33 rA� 6.2 €3 (EXISTINGtTS (NOTE H 41 FR:(:SETS). 350 r '1 3" - 48.4: 47.5 47.6: 1 .UNLESS NgTEfJ OTHERWISE, ALL BRANCH CKTS SHALL BE #12 AV4,. #12 GND, 314" CND, 20A:1P.CKT BRKR 2. SHARE CND VVITN POLI= F4 fi4 FIRST IN-GRADE;PULL BOX 3.: SHARE' GND UVITfi p(3LE F31 O FIRST IN=GRADE PULL BOXM. ., 4. ENSURE:BRANCH CKT HAS AVAILABLI_.LENGTH, TO MOVE TO BREAKER l QCATON FOR FUTURE LIGHT{LAG GOAD, KVA "TTL, VOLTAGE: 2QO CtQNNECTI D AMPS.: DEMAND'FACTOR DEMAND AM,P; ;; LPB�125A i MB (NIC) DEMOLITION NOTES ELECTRICAL 1. EXISTING (6) FIELD LIGHT POLES TO REMAIN AND BE REUSED FOR NEW FIELD LIGHT FIXTURES (NIC, B RE -WIRED TO T1 BE Wl FUTURE). EXISTING FIELD LIGHTS TO N NEW CIRCUITS. EXISTING FIELD LIGHT CIRCUITS TO BE DEMOLISHED FROM POLE LOCATION BACK TO PANELBOARD. 2. EXISTING FEEDER FROM TRANSFORMER TO SOFTBALL FIELD ELECTRICAL EQPT TO BE RE-ROUTED AS INDICATED ON DRAWING EO.1. 3. CONCESSIONS BUILDING ELECTRICAL ROOM: EXISTING (3) PANELBOARDS TO BE REMOVED AND RETURNED TO OWNER FOR SALVAGE. EXISTING LOADS TO BE RECONNECTED TO NEW PANELBOARDS. EC TO FIELD VERIFY CKT QUANTITY AND BREAKER SIZE. UNDERGROUND CONDUITS TO BE REUSED. REMOVE CABLES FROM EXISTING UNDERGROUND CONDUITS, PULL MANDREL THROUGH CONDUIT BEFORE INSTALLING NEW CABLES. IF EXISTING CONDUIT IS DAMAGED AND CANNOT BE REUSED, REPORT CONDITION TO ENGINEER AND OWNER FOR A DECISION TO RE-ROUTE THE CIRCUIT. 4. REMOVE EXISTING PRESSBOX CIRCUIT BACK TO PANEL. EXISTING UNDERGROUND CONDUIT TO BE REUSED. REMOVE CABLES AND PULL MANDREL THROUGH CONDUIT BEFORE INSTALLING NEW CABLES. IF EXISTING CONDUIT IS DAMAGED AND CANNOT BE REUSED, REPORT COND111ON TO ENGINEER AND OWNER FOR A DECISION TO RE-ROUTE THE CIRCUIT. 5. ELECTRICAL CONTRACTOR SHALL IDENTIFY THE FOLLOWING EXISTING LOADS ON THE FIELD FOR RE- CONNECTION TO NEW PANELBOARD: TICKET BOOTHS, SCOREBOARD, CLOCKS, COMMUNICATIONS, AND RECEPTACLES. COORD WITH OWNER. ELECTRICAL LEGEND / CIRCUIT HOMERUN ------- UNDERGROUND CONDUIT/WIRING EXISTING CONDUIT TO REMAIN �--� NEW LED POLE MTD SITE LIGHT FUTURE FIELD LIGHTS ON EXISTING POLE, NEW PULL BOX, NEW CIRCUIT WIRING IN NEW UNDERGROUND CONDUIT ® IN -GROUND PULL BOX NEW SPORTS SIGHT FIXTURES AND CONTACTOR CABINET NOT IN CONTRACT.. TOP OF WALL. - -- CONCESSIONS ELEC ROOM SEE PANEL SCHEDULE FOR CND AND CKT WIRE SIZES. L1 LFLD (D ' 400A 600A MB MB FIELD LIGHTING CTRL/MONITORING CABINET (NIC, FUTURE) GROUND LEVEL _ TO IN -GROUND ELECTRIC BOX, SEE SITE PLAN FOR CONTINUATION.-= 1 1 ELEC ROOM ELEVATION E0.0 SCALE: NONE ABBREVIATIONS A AMPERE C CND CONDUIT CKT CIRCUIT CONC CONCRETE EC ELECTRICAL CONTRACTOR EMT ELECTRICAL METAWC TUBING ENCL ENCLOSURE EQPT EQUIPMENT EXIST EXISTING FDR FEEDER GND GROUND IMC INTERMEDIATE METAL CONDUIT KVA KILOVOLT AMPERE LC LIGHTING CONTACTOR LTG LIGHTING MFR MANUFACTURER MIN MINIMUM MTD MOUNTED NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NIC NOT IN CONTRACT P POLE PNL PANEL REC RECEPTACLE RGS RIGID GALVANIZED STEEL SCHED SCHEDULE TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE V VOLT OR VOLTAGE VUSBC VIRGINIA UNIFORM STATE BUILDING CODE WP WEATHERPROOF GENERAL NOTES ELECTRICAL 1. DIVISION 26 CONTRACTOR(S) SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES PRIOR TO FABRICATION OF SYSTEMS D COMMENCEMENT OF INSTALLATION. IT SHALL AN COMMENC ME BE THE RESPONSIBILITY OF EACH CONTRACTOR TO REVIEW THE WORK OF OTHER TRADES (INCLUDING, BUT NOT LIMITED TO CIVIL) AS IT AFFECTS THE ELECTRICAL WORK, AND AS THEIR WORK AFFECTS OTHER TRADES, TO INSURE THAT THE CONSTRUCTION DOCUMENTS ARE CLOSELY FOLLOWED. WHERE DISCREPANCIES ARISE, THEY SHALL BE REFERRED TO THE ARCHITECT/ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. KEY NOTES O 1. NEW 8"x8"x42" OR AS REQUIRED WIRE -WAY TO ACCEPT EXISTING 2 SETS OF (4) 500kcmil SERVICE ENTRANCE CONDUCTORS AND TAPS. TAP SERVICE CONDUCTORS TO FEED PANELS L1 AND LFLD. 2. ENSURE GROUND IS IN ACCORDANCE WITH 2O08 NEC REQUIREMENTS. 3. PROVIDE NEW 600A SE RATED PANEL, INTEGRAL SURGE PROTECTIVE DEVICE, NEMA 1, 20" WIDTH. LABEL PANEL AS SERVICE 2 OF 2". MARK 60A BREAKERS AS "SPARE" ONCE FUTURE LIGHTING LOADS ARE INSTALLED WITH NEW CONTACTORS. 4. PROVIDE NEW 400A SE RATED PANEL, INTEGRAL SURGE PROTECTIVE DEVICE, NEMA 1. LABEL PANEL AS "SERVICE 1 OF 2". 5. CONTROL CIRCUIT CONDUIT. 6. REUSE EXISTING CLADS FOR EXTERIOR CIRCUITS, SEE KEY NOTES 1, 3, AND 7 ON DRAWING EO.1. CKTS FOR POLES A AND F4 SHALL SHARE A 2" CND TO THE EXTERIOR PULL BOX. CKTS FOR POLES F3 AND F6 SHALL SHARE 2" CND TO THE EXTERIOR BOX PER LFLD PANEL SCHEDULE. 7. REUSE EXISTING CNDS TO PRESSBOX PANEL, LPB, AND FOR FEEDER TO FUTURE STORAGE SHED PANEL, LSS. BASED ON CASUAL FIELD OBSERVATIONS, IT IS ESTIMATED THAT THE CONDUITS STUB OUT 5' BEYOND THE BUILDING AND THE CIRCUITS ARE DIRECT BURIED FROM THAT POINT. PROVIDE NEW CONDUITS FOR BOTH CIRCUITS AS INDICATED IN KEY NOTES 5, 10, AND 11 ON SHEET EO.1. PANEL LPB IS PART OF THE PRESSBOX EQUIPMENT PACKAGE. COORD WITH PRESSBOX EQPT AND OWNER. 8. MOUNT SPST SWITCH IN BOX FOR PARKING LOT AND AREA LIGHTS BETWEEN PANEL L1 AND DOOR, 42" AFF. PROVIDE LABEL TO READ, "AREA UGHTS". 9. STUB UP CND WITH FEEDER CIRCUIT AND CAP OFF. COORD LOCATION WITH OWNER. 10. FIELD LIGHTING CONTACTOR CABINET (NIC, FUTURE). ENSURE DEDICATED SPACE IS PROVIDED FOR TYPICAL 24"W x 49.25"H x 12.86'D CABINET. KEEP SPACE FREE OF OTHER CONDUITS AND EQUIPMENT. HAND HOLE 14' OR 16' STRAIGHT STUB UP CND ABV CONC & INSTALL INSULATING SQUARE STEEL BUSHING. COORD WITH HAND HOLE LOCATION ANCHOR BOLTS TO BE SUPPLIED BY /� CAST ROUND 2-PIECE BASE COVER MANUFACTURER. (4) PER MFR'S TEMPLATE f�� NON -SHRINK GROUT SETTING BED " -■-- 3/4" CHAMFER ALL AROUND BASE HEIGHT 6",UNO 6" MIN g FINISHED -= = -I' GRADE 1= 'III=III -' - � I fd 24" MIN 10' GND 5'-0" ROD 1.1 /4" CND (TYP) 3000 PSI CONC WITH REINFORCING - (6)#6 W/#3 24" DIA TIES 0 12" O.C. MIN. 2 POLE BASE DETAIL - S1 I S21 S2A �EU SCALE: NONE BID DOCUMENTS 6a� A�2+�i 2rw 2rw Consultants, Inc, 10010th Street NE Suite 202 Charlottesville, VA 22902 434 296-2116 . T H OF o� j� . z ADRIENNE MARIE o� HENDRICKSON a No. 33"0 5,, ONAL MY Z (D sheet title NOTES, DETAILS SCHEDULES scale revision date sheet E030 of 1 K'1 SITE PLAN - NEW WORK —TV SCALE: 1" = 40'-0" EDULE 3RANCH "IRCUIT CONTACTOR SIZE(AMPS) CONTACTOR ID ZONE r,1 #4G,2-C 60 C1 1 10,1 #1 G,2-C 100 C2 1 /0,1 #1 G,2-C 60 C3 1 10,1#2G,2"C 60 C4 1 �0,1 #2G,2"C 100 C5 1 ;,1#10G,1-C 60 C6 1 TURE. COVER SHALL BE HS-20 RATED -\ 0 m GENERAL NOTES ELECTRICAL 1. SEE FIELD LIGHTING POLE SCHEDULE AND PANEL L1 SCHEDULE FOR NEW CONDUCTOR SIZES. THE CONDUCTORS SHALL BE SIZED FOR THE FUTURE SPORTS LIGHT FIXTURES. KEY NOTES 1. El EC RM LOCATION INSIDE MAIN DOOR TO CONCESSIONS. MAIN 800A SERVICE IS LOCATED OUTSIDE THIS DOOR. UNDERGROUND CONDUITS LEAVING THIS ROOM ESTIMATED TO STUB OUT AT APPROXIMATELY FIVE FEET FROM THE BUILDING AND ARE INTENDED FOR REUSE — FIELD VERIFY. 2. EXISTING POWER TRANSFORMER FOR SITE. POWER TO SOFTBALL FIELDS TO BE RE—ROUTED AS SHOWN. SEE CIVIL DRAWING C2.0. 3. TYPE A IN —GROUND PULL BOX TO ROUTE ALL EXTERIOR CIRCUITS. THIS LOCATION IS AN ESTIMATE BASED ON CASUAL FIELD OBSERVATIONS. 4. TYPE C IN —GROUND PULL BOX PER DETAIL 2. ONE EMPTY 1" CND WITH PULL STRING TERMINATES HERE FOR "FUTURE" MONUMENT CIRCUIT. 5. (1) 1.1/4" CND FOR PRESSBOX. (1) 2- CND FOR "FUTURE" LOAD CENTER IN STORAGE SHED. COORD CND SIZES FOR EQPT AND EXACT LOCATIONS WITH OWNER. PROVIDE 1" SPARE CND WITH PULL STRING. 6. TYPE B IN —GROUND PULL BOX PER DETAIL 2. 7. ESTIMATED CNDS TO NEW BOX ARE (4) 2- CNDS FOR FIELD LIGHTING CKTS, (2) 2- CNDS FOR PRESS BOX AND STORAGE SHED PANELBOARDS, AND (2) 1" CNDS FOR EXTERIOR LTG CKTS. CONFIRM AND UPDATE AS —BUILT DRAWINGS FOR ANY DISCREPANCIES. 8. (3) 2", (2) 1" CNDS. ONE 1" CND IS A SPARE WITH PULL STRING TO TERMINATE AT THE "F1" POLE PULL BOX. 9. (2) 1- CNDS. 10. (4) 2", (3) 1- CNDS. 11. (4) 2", (1) 1" CNDS. 12. (1) 2- CND TO TYPE C IN —GROUND PULL BOX. 13. (2) 2- CNDS. 14. (1) 1- CND. 15. PROVIDE iIN—GROUND PULL BOX TO RE —CONNECT POWER FEEDER TO SOFTBALL FIELD ELEC EQPT. COORD BOX PLACEMENT AND ROUTE WITH CIVIL CONTRACTOR. EC TO FIELD VERIFY CONDUCTOR QUANTITY AND SIZE, AND TO SIZE CND APPROPRIATELY. 16. APPROXIMATE, PRESUMED LOCATION/ROUTING OF CIRCUIT FROM SCOREBOARD TO FIELD RECEPTACLE. EXISTING CIRCUITRY TO BE MAINTAINED. 17. PROVIDE NEW CONNECTION FROM FIELD RECEPTACLE UP TO NEW PRESSBOX PANEL. PROVIDE (9)#10 THWN IN 1- CND TO PRESSBOX PANEL. PROVIDE 1" CND FOR CONTROL WIRING. FIELD COORDINATE WITH EQPT AND VERIFY ALL CONNECTION LOCATIONS AND CKT QUANTIES. 18. PROVIDE NEW CIRCUITRY TO EXISTING FIELD LIGHTS. NEW FIELD LIGHTS ARE NIC, FUTURE. ! 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT VVI\L VI\ILL DUCT ENTRANCES W/WASHER (2) SKID RESISTANT SURFACE TOPSOIL OR PAVEMENT REPAIR AS NECESSARY i 2rw Consultants, Inc. 10010th Street NE Suite 202 Charlottesville, VA22902 434 296-2116 x o����LT aF yj� , ADRIENNE MARIE o HENDRICKSON No- ""0 l ONA L E��1 sheet title COMPACTED EARTH 6w date 1: CRUSHED . 3 scaleROCK 2 IN -GRADE PULL BOX DETAIL -- E0.1 SCALE: NONE SCHEDULE HANDHOLE TYPE DIMENSION CUSTOM COVER DESIGNATION A B C D E A 24" 26" 22-1 2" 37-5 8" 33-7 8" ELECTRIC B 18" 13-1 Z20 10-1 2. 20-1 2" 17-1 2" ELECTRIC C 12-3 4. 14-3 4" 12" 114-3 4" 12" 1 ELECTRIC BID DOCUMENTS 9 EOml of 2 1 f I ------------------------------------------------------, I I i i The next evolution of the GE Evolver" LED Area Light continues to deliver the some outstanding features associated with the original Evolve product, while now adding greater flexibility and sty le. The European styling offers a sleek, modern look, and balances She needs for photometric scolobility with reliable workhorse performance. The new miodular design provides 34 photometric combinations, available in two color temperatures, to meet a wide range of area lighting newts. GE's exclusive optical ring design produces superior vertical illuminance and efficiently directs the light witlhout wasteful and unwelcomed right spill into neighboring properties. Additionalry, reduced energy consumption, combined with a long rated life that virtually eliminates ongoing maintenance expenses, enables the Evolve LED Area Light to provide significant operating cost benefits over the life of each future. Applications Mounting • Single and double modules for site, area, and general 9 optionl A • 104nch (254mm) mounting firm for square pole with lighting utilizing advanced LED optical Systemeasy-connect providing high uniformity, excellent vertical light terrriknal board distribution, reduced offs to visibility, reduced on -site option B glare and effective security light levels. • Scalable design makes'this product ideal for small to • 10-Finch I254mm) mounting arm for round pole vrrth easy -connect terminal board. medium retailers, commercial to medical properties, strip malls to large mulls, and big box retailers. Option C • Slipfitter mounting for 2 3/8-inch (60rmm) D.D. pipe Housing prevAred with 24-inch I610mm) leads., • Die-cast aluminum housing. • Slim architectural design incorporates modular heat Finish sink light engine directly into the unit ensuring . Corrosion resistant polyester powder (pointed, maximum heat transfer, long LED life and a reduced minimum 2.0 mil. thickness. Effective Projected Area (EPA). • Stoddard colors. Black St Dark Bronze.. • Deets 2C vibration standards per ANSI C136.32-2001. • RAL a custom colors available. For 3G rating contact factory. El00tlrll LED & Optical AissamblW • 120-277 volt and 347-480 volt available. • Structured LED arrays for optimized area light • System power factor is >90% and THID <20%. photometric distribution. • Evolve modular light engine consisting of nested • Ck es ,'X sound rating. • Integral surge protection non -dimming. concentric directional reflectors designed to optimize - For 120-277VAC per IEEE/ANSI C62AI.-1991, application efficiency and minimize glare. • Utilizes high brightness LEDs, 70 CRI at 4000K and 4kV/2kA Location Category 82(120 (Events) - For 347-480VAC per IEEFJANSl C62AI,-.;1991, 5700K typical. 6kV/3kA Location Category 83 I120 IEvtents) • LM-79 tests and reports are performed in accordance • Integral surge protection GE dimming. - For 120-480VAC per IEF.F/ANSI C62.41.2-2002, with IESNA standards. 6kV/3kA Location Category B 1220 Elves Lumen Maintenance • optional high capability surge protecltion per IEEE/ ANSI C62.41.2-2002. • System rating is 50,000 hours at LBS. Contact factory - Rating 1- 10kV/5kA Location Category (1120 events) for L rating Ilumen Depreciation) beyond 50,000 hours. - Rating 2 - 6kV/3M Location Gategsary C-Low (WO events) • EMI: Title 47 CFR Part 15 Class A Ratings • Photo electric sensors (PE) available for all voltages. * UL/cUL fisted, suitable for wet locations. Warrant • IP 65 rated optical enclosure per ANSI C135.25-2009. • 5-year limited system warranty standard. • Temperature rated at -401 to WC. • RoHS compliant contains no lead or mercury. ---------------------------------------------------------------------------------------- I ' I 1 I I I ProductDimensions Medium / .Double Module Fixture (EAMM) � I I 1 I T.0".Aria for Round Pole Mount Option ) I I � I Z ifxh Nomirtttt Pipe VitL r tt�79'rtt.OfJ} (tits min 01)) A A iil. A 0.1n. 1121 rnrrr} L_ (10 mmi R9.?fft}Gr. IR4As,t,ir,i , SIRE VIEW • Approximate Net Weight 46-49 lbs (21-22 kgs) • Effective PmjecW Area 1EPA) with IT taunting Arm. L35 sq It rrm i= sq rn) • Effetive Projected .Area )EPA) with Slipfitter 0.86 sq ft max 0.08 sq trill 1 I --� r--------- -------------------�----------------- -^-------------------------------- --------------------------- L--------------------------------------------------- ------------------------------------------------------i i----------------_------------------------- --------------------------- ---------------------------------- I I 1 I I I I 1 I I 1 I I 1 I I I 1 I I ---------------a --------------i ;----- ----------------------------------------------------------------------------------- I I I 1 I 1 pit Ful Lf'l I Ordering Number Logic f�" ; i Ivledlsir� l Double Mod�ate.E"xtui r r D Number I i i f' 1 ASIS OF DESIGN MANUFACTURER SUBMITTAL Medium] Doi le Module fixture MAW) t ELI:&�� .._.. kmm 0 F3 F 57 A 1 C X X X X C = Dilr�k s= X •C0RWkW1JfM Ligit Faftm*ma 1n&a*nSPVJhdWrQb6Wt0 Pcb 2nd Rftr& Welded WJMSWDIM&O. Ctf tdfas3ortl for IIES riles. N 1 ------------•--------•----- - -------- -----------------------.-.----------.. --.—--.---.J N mall / Single Moclule Fixture tEASM) EASM 0 133 F 57 A 1 C 1 � I XXXX s As 1If'Arm 3xfta,vMo IB1AnSock D. Dfringue #edtft -Owklrtatsa °t1.10Ydtfrode -Area 3 4 " -10 Airnsu �ttF� LTAIh�CttiOi�JtOt nsetal ='Y A-2��7�7,yb� vwda9 5 = FE .iskdf C PIPE r i fJtiaSs9��eePta tiktt" S My7Y cat i2.3. �.t�3at,pp6�l mtttar D• 47$ PEntrdrt�tata!}ffikt•asklontstfrffryfor �ny}e . ' i�r#i?�Gl.i�lasttx a meets t6 turti>stfkl�. 14ht pettrm thrim to dil ilm VKWW In n athn to Pde and Rturg. t I 1 1 I I t I I Ishmod opuvr,• oycnfnn>;9. ccnW TOCX y Cron in mix CUTSHEETS. SEE E0.0 FOR FIXTURE SCHEDULE. 9AM M T%ipio V - SUmmstricmadl+airs 0) EAMM7gpeV-Syrhm4rtfisShort PS) 14,600I.tumsras, 67009 (E4a4491,les) 14,600 Ltat an3,!i10OX (09454517,14s) Grid Distance in Units of Polar Truce Vertical and Mounting Height at 39Initial Horizontal Wane through Horizontal Footcandle:aluesatGrade Angle of MaximumConcilepwier EAfMM TUpe IV=.Asgh rrletrlc Forward f M4) 24,600 Lumens, 67009(0 4-443S,les) Grid Distance in Units Polar Trace Vertical and of Mounting Height at 30' Initial Horizontal Mane through Horizontal FootcondleValues atGrade Angle offtftumCandlepovrer Small / Slagle Module Fixture (E-AS ) EASM TUpe IV - Asgrt metic Forward {a4) 7,400 Lut7'fonsi 5700K (0E4 4407.ies) Grid Distance in Unitsof PolarTroce vertical and Counting Height at X Initial Horizontal Plone through Horizonte Footcandle Values at Grade Angle of Moximum Candlepower EAMM Tjupe III - Asymmetric °Wida JM3) 4,800 Lumens, 670014ta9464610.1ai) Grid Distonce in units of Mounting Height at 3o` Initial Footcondle Vo6.es at Grade Polar Trace Vertical and loozonlal Mane through Hodzontal Angle of Maximum Candlepower EASM`rgpefit -Aspi- otricWide fe31 God Distance in Units of Polor Trace Verticol and Grid Distance in Units of Polar iroce Verticol and Mounting Height at X Initial Horizontal Wane through Horizontal Mounting Height at 39 initial Horizontal Mane through Horizontal Footcondle Values at Grade Angle of Maximum Candlepower Footcondle values at Grade Angle of MoAmunr Cundlepoww 1 � GE Lighting Solutions1-888-MY-GE-LED 4 wwwgelightingsollutions.com ' GE tib 3aisdat� u+:boWWdioo 0?d*C VdEk8tSaiC WwarlddlavEtx dad pant}, t � 'ng � i} t�}aofselea�saith•ffiertralElreieCsm j ; _ fl �kt16E U��2 sakff�te, ♦a<C. GtfsirrsNnn �o' ie •alkali Sa d}ay0a v�taat t.�aa. ,#1 tdu��e tiealgrt or tEdad s�f;u� aifrnl tnat�fred Wittier Pabarat� aattditarat �!d�idtg3JRAua3f�'.,f11f --------------J L--------------------------------•---------•------------------------------------------- t 1 FIXTURE NOTES 1. FIXTURE BASIS OF DESIGN MANUFACTURER SUBMITTAL CUTSHEETS. SEE EO.0 FOR FIXTURE SCHEDULE. BID DOCUMENTS At 2rw 2rw Consultants, Inc. 10010th Street NE Suite 202 Charlottesville, VA 22902 434 296-2116 o��ALT H OF � f�' 4 ADRIENNE MARIE HENDRICKSON a 10.33370 sv ONA L Z i` sheet title FIXTURE CUTSHEETS scale revisiondate zr r'g} E052 of 3 4 \7 fl Dial P.P +0 +0. 00 +0. + RAT li= 13 Plan View Scale 1" =16- +0. 10 Eff 10 V.VV 0.36 // // +0.8 / +0.4 0.15 2.5 03 of w ti +3.0 +4:2 +2.1 +0.5 / +0.2 +D.2 0.04 7 S1 1 ^�j .6 +4.2 +5.0 +2.5 +1.0 +0.9 +1.0 0 v 0.16 0.41 +4.4",� +4.9 +4.0 +2.0 +1.9 +3.0 +3.5 +2.2 0.40 +3.1 +� +4.4 +2.5 +1.9 +3.1 +5.2 +3.8 +3 b 0.45 w / +1.4� \� +2.1 +2.7 +2.3 +1.6 +2.4 +4.83:9 _ _ +2.9 0.30 \\ ! +1.5 +0.8 +0.6 +0.9 +2.8 +4.8 '�`4.4 0.07 +2.9 4`0., +2.1 +0.5 +0.2 +0.5 +2.2 +3.6 � +2. +4.4 +5.0 +2.5 +0.9 +0.7 +0.9 +1.4 +1.9 +4.4-,,,� +4.4 +4.2 +2.1 +1.7 +2.5 +2.9 \ +1.9 + .0 +4.1 +4.8 +2.8 +1.9 +2.9 +4. +4.1 �'2.9�� w \mow +1.9 +3.1 +2.7 +1.9 +2.4 +4. 4.1 +0.9 +1.0 +1.5 +3.4 +5.1� +4.0 1 \�.. +2.1 +3.7 +4.4 .� 217 +3.9 +3.2 + + + + +9 Y+2.4,:3.1 1.9 3.1 4.4 `�-` 4.2�2.� 1.2 +1.8 +3. +4.8 +5.1 +4.4 / + 4 + +5.2 +4.1 +3.7 +4.1 +6.4 +4.0 ` +4.0 +4.2 AAA( 3 +3.Z' +6.1 +4.0 +3.6 +4.9 +5.6 +3.7 +� 3 +3.6 r + . +4.9 + + +5.1 +3.7 +2.8 + 1 T2.91 + +4.2 +3.0 +3. +3.9 +3.0 +2.7 7 +1.4 +1.11 +2.1 +1.5 ~ � 1 +2. +2.5 +2.4 +0.5 +1.5 +2.3 +2. +0.7 + +2.4 + F G +0.4 +1.5 +2.4 +3.1 ' +1.0 +2.3 +3.5 +3.8 +2.4 + 8 +4.0 +0.9 +1.9 + 7 0--4 - . S2 -/ Nam/ +0.4 +1.6 +2.6 i BA5[=U UN "IE6" 1 E61 FILE INLY AND DOES NOT REFLECT URRENT MANUFACTURER IODEL NUMBERS AND IANUFACTURER CUT -SHEET OMEN DATA. REFER TO RAWING E0.0 FOR BASIS OF ESIGN LUMINARE MODEL UMBER AND LUMEN OR OTHER HOTOMETRIC DATA. 9 Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts S1 4 EAMM_F3_57A ^ EVOLVE AREA MEDIUM MODULAR 2; 57W HBLED CLEAR SMT HORZ GE454492.ies Absolute 1.00 126 S2 10 EASM B3 40A - EVOLVE AREA SMALL MODULAR 1; 57W HBLED CLEAR SMT HORZ GE454424.ies Absolute 1.00 63 EWSW B3N40A S2A 3 EASM_B3 40A EVOLVE AREA SMALL MODULAR 1; 57W HBLED CLEAR SMT HORZ GE454424.ies Absolute 1.00 126 EWSW B3N40A +3�.3 +2.9 +3.1 +3.2 R +2.7 ' ` �2 5 h2.1 +1.5 0 -: 3.2 2.7 2.8 3.5 2.9��...,1.9 1.2 0.6 �0.2 t + 01.6 + + + 0.9 1.2 2.2 + + +1.7 1.9 1. + _ 3.2 + + 3.6 3.1 + + 3.1 1.6 + 0.6 � z.7 h0.7 +1.0 2.5 +2.1 -'2:0� +2.6 +2.7 +1.1 i _S2 ,. `\ `�\ +0.6 +0.7 +1.3 1 6 +2.1 +1.4 h0.7 +1.3� +1.7 r \ +0.6 +2.1 +1.2 STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min East Drive Area + 1.5 fc 3.6 fc 0.1 fc 36.0:1 15.0:1 NW Property Boundary + 0.15 fc 0.45 fc 0.00 fc N / A N / A Parking Lot + 2.6 fc 5.2 fc 0.2 fe 26.0:1 13.0:1 W Boundary -Melbourne Rd -r 0.00 fc 0.00 fc 0.00 fc N / A N / A West Walks - Stairs Area -I- 3.0 fc 6.4 fc 0.4 fc 16.0:1 7.5:1 +1.6 +2.0 +1.2 +0.5 +0.2 +� +0 2 0 8 +2.2 +2.9 +2.8 +1.9 +0.8 + + + + + + + +2.2 +2.7 +2.4 +2.6 +1.5 0.4 0.4 0.2 0.1 0.1 T0.1 0.3 1. +0.8 +1.3 a T1:5 21.2 +1.7 +1.0 +0.3 +0.6 +0.5 J 0 = UF- cn � Z W = w (D o Lj_ W � J J z = q 'o.s W Q O 0 LL � 2 U Designer 311A Date Sep 7 2012 , Scale As Indicated Drawing No. EC1 . 1 (pf 2 Destaner S� 7(1012 kale As Indicated Drawing No. EC1.2 2 of 2