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HomeMy WebLinkAboutSDP201600065 Plan - Approved Minor Amendment 2017-02-09:2 o n, K) 12 N II LfJ J c)0 O O n D_ iµ �r T Al IkTA y1'"A':':4 cITF F)ATA OWNER: RIVANNA WATER AND SEWER AUTHORITY PROPERTY SIZE: 4 ACRES PROPERTY ADDRESS: 4685 THREE NOTCHED RD CROZET, VA 22932 PROPERTY INFO: TAX MAP 57-29B DB 4669 PG 198-210 EASEMENT: DB 267-66 PARCEL ID 05700-00-00-029BO ZONING: LI, ENTRANCE CORRIDOR OVERLAY DISTRICT COUNTY: ALBERMARLE STATE: VIRGINIA MAGISTERIAL DISTRICT: WHITE HALL DISTRICT WATER SHED: LICKINGHOLE CREEK WATERSHED - WATER SUPPLY PROTECTION AREA ENGINEER: SHORT ELLIOTT HENDRICKSON INC. 3535 VADNAIS CENTER DRIVE ST PAUL, MN 55110 SURVEYOR: DRAPER ADEN ASSOCIATES 700 HARRIS STREET, SUITE E CHARELOTTESVILLE, VA 22902 (434)295-0700 DATUM: HORIZ: NAD-83 VERT: NAD-88 ASSOCIATED SITE PLANS AND REVISIONS: SDP199900043 (APPROVED 1999) INSTALLATION OF FUEL TANK AND REMOVAL OF EXISTING TANKS AND PUMPS SPD201400014 (APPROVED 2014) CROZET WTP-GAC UPGRADES MINIMUM YARD REQUIREMENTS (MET OR N/A): MINIMUM OF 50' BETWEEN PUBLIC ROW AND STRUCTURE MINIMUM OF 50' BETWEEN RESIDENTIAL/RURAL DISTRICTS AND STRUCTURE MINIMUM 10' OFF STREET PARKING AND LOADING SPACE MINIMUM SETBACK REQUIREMENTS: PARKING AREA (ADJACENT TO ANY DISTRICT OTHER THAN A COMMERCIAL OR INDUSTRIAL DISTRICT) 30' HEIGHT OF PROPOSED STRUCTURES: PROPOSED FWPS: 12' PROPOSED FOOTPRINTS: PROPOSED FWPS FOOTPRINT: 607 SF (0.01 AC) TOTAL SITE FOOTPRINT: 174,477 SF (4.01 AC) MAXIMUM FLOOR AREA (RATIO): 0.30 AC (7.5 %) LOT COVERAGE (RATIO): 1.48 AC (36.9 %) OPEN SPACE (RATIO): 0.57 AC (14 �) FWPS PROPOSED LIMITS OF DISTURBANCE: 0.38 AC MAXIMUM IMPERVIOUS COVER: 1.48 AC FWPS PAVED PARKING\VEHICULAR CIRCULATION: 0.04 AC EXISTING TREE CANOPY: 0.53 AC (13 %) EXISTING TOPOGRAPHY PER SURVEY PROVIDED BY DRAPER ADEN ON 07/08/16 ZONING MAP AMENDMENTS: ZMA-94-14 (EFFECTIVE OCTOBER 1996-OCTOBER 2006) ZMA-2006-004 EFFECTIVE MAY 2006-OCTOBER 2016) 4.01 ACRES TO BE REZONED FROM LI TO LI PURSUANT TO SECTION 33.3, OF THE ALBERMARLE COUNTY ZONING ORDINANCE, THE OWNER, OR ITS DULY AUTHORIZED AGENT, HERBY VOLUNTARILY PROFFERS THE CONDITIONS LISTED BELOW WHICH SHALL BE APPLIED TO THE PROPERTY, IF REZONED, THESE CONDITIONS ARE PROFFERED AS A PART OF THE REQUESTED REZONING AND IT IS AGREED THAT: (1) THE REZONING ITSEF GIVES RISE TO THE NEED FOR THE CONDITIONS; AND (2) SUCH CONDITIONS HAVE A REASONABLE RELATION TO THE REZONING REQUESTED. (1) PERMITTED USES OF THE PROPERTY, AND/OR USES AUTHORIZED BY SPECIAL USE PERMIT, SHALL INCLUDE ONLY THE FOLLOWING SECTIONS OF THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT ON MAY 24, 2006; A COWOF THE SECTION BEING ATTACHED HERETO: 27.2.1.2 FIRE AND RESCUE SQUAD STATIONS (REFERENCE 5.1.9) 27.2.1.9 CONTRACTOR'S OFFICE AND EQUIPMENT STORAGE YARD. 27.2.1.11 ELECTRIC, GAS, OIL, AND COMMUNICATION FACILITIES EXCLUDING TOWER STRUCTURES AND INCLUDING POLES, LINES, TRANSFORMERS, PIPES, METERS, AND RELATED FACILITIES FOR DISTRIBUTION OF LOCAL SERVICE AND OWNED AND OPERATED BY A PUBLIC UTILITY, WATER DISTRIBUTION AND SEWERAGE COLLECTION LINES, PUMPING STATIONS, AND APPURTENANCES OWNED AND OPERATED BY THE ALBEMALRE COUNTY SERVICE AUTHORITY. EXCEPT AS OTHERWISE EXPRESSLY PROVIDED, CENTRAL WATER SUPPLIES AND CENTRAL SEWERAGE SYSTEMS IN CONFORMANCE WITH CHAPTER 10 OR THE CODE OF ALBEMALRE AND ALL OTHER APPLICABLE LAW. (AMENDED 5-12-93) 27.2.1.12 PUBLIC USES AND BUILDINGS INCLUDING TEMPORARY OR MOBILE FACILITIES SUCH AS SCHOOLS, OFFICES, PARKS, PLAYGROUNDS, AND ROADS FUNDED, OWNED OR OPERATED BY LOCAL, STATE OR FEDERAL AGENCIES (REFERENCE 31.2.5); PUBLIC WATER AND SEWER TRANSMISSION, MAIN OR TRUNK LINES, TREATMENT FACILITIES, PUMPING STATIONS, AND THE LIKE, OWNED AND/OR OPERATED BY THE RIVANNA WATER AND SEWER AUTHORITY (REFERENCE 31.2.5; 5.1.12). (AMENDED 1 1-1-89) 27.2.1.17 WAREHOUSE FACILITIES AND WHOLESALE BUSINESSES NOT INVOLVING STORAGE OF GASOLINE, KEROSENE, OR OTHER VOLATILE MATERIALS; DYNAMITE BLASTING CAPS, AND OTHER EXPLOSIVES; PESTICIDES AND POISONS; AND OTHER SUCH MATERIALS WITH COULD BE HAZARDOUS TO LIFE IN THE EVENT OF ACCIDENT. (ADDED 12-2-87) (2) NOT WITHSTANDING PROFFER it 1, ON AND AFTER OCTOBER 1, 2016 THE FOLLOWING USES SHALL NOT BE PERMITTED: 27.2.1.9 CONTRACTOR'S OFFICE AND EQUIPMENT STORAGE YARD. 27.2.1.17 WAREHOUSE FACILITIES AND WHOLESALE BUISNESSES NOT INVOLVING STORAGE OF GASOLINE, KEROSENE, OR OTHER VOLATILE MATERIALS; DYNAMITE BLASTING CAPS, AND OTHER EXPLISIVES; PESTICIDES AND POISONS; AND OTHER SUCH MATERISLA WHICH COULD BE HAZARDOUS TO LIFE IN THE EVENT OF ACCIDENT. (ADDED 12-2-87) 7('%X11K1r ADDCAIQ- V/1-//-I0 THIS IS TO INFORM YOU THAT ON APRIL 12,1977 DURING THE REGULAR MEETING OF THE ALBEMALRE COUNTY BOARD OF ZONING APPEALS, YOUR APPLICATION FOR VA 77-16 WAS GRANTED TO ALLOW A 17 FOOT VARIANCE FROM THE REQUIRED 25-FOOT SIDE YARD SETBACK REQUIREMENT CONDITIONAL THAT THE AUTHORITY CLEAN UP THE BUILDING MATERIALS, PIPES, AND THE LIKE SO AS NOT TO BE IN VIEW OF THE HIGHWAY. PARKING: VA-96-17 REQUIRED SPACES: N/A EXISTING SPACES: N/A THIS LETTER IS TO INFORM YOU THAT ON OCTOBER 1, 1996, DURING THE MEETING OF THE ALBERMARLE PROPOSED/REMOVED SPACES: N/A COUNTY BOARD OF ZONING APPEALS, THE BOARD APPROVED YOUR REQUEST (3-1) FOR VA 96-17, PROPOSED LOADING SPACES: N/A SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE PROPERTY RECEIVED REZONING APPROVAL FROM THE BOARD OF SUPERVISORS. 2. NO NEW OR BUILDING EXPANSION FOR NON-PUBLIC USE. SPECIAL USE PERMITS: SP- 79-17 1. SCREENING FROM DWELLINGS AND FROM ROUTE 240 WITH EVERGREEN TRESS WITH A MINIMUM HEIGHT OF FIVE (5) FEET TO BE PLANTED ON TEN FOOT CENTERS. 2. RELOCATION OF PIPE AND CONSTRUCTION MATERIALS 3. SITE PLAN APPROVAL BY PLANNING STAFF SP-77-18 1. REMOVAL FROM VIEW OF DWELLINGS IN THE AREA AND ROUTE 240 OF PIPE, CONSTRUCTION MATERIALS, STUMPS, WOOD, AND OTHER DEBRIS. THIS IS TO BE ACCOMPLISHED TO THE REASONABLE SATISFACTION OF THE ZONING ADMINISTRATOR. 2. SITE PLAN AND LANDSCAPE PLAN FOR PLANT EXPANSION AND SEDIMENTATION LAGOONS. IN DEVELOPMENT OF THESE PLANS, CONSIDERATION SHOULD BE GIVEN TO MAINTAINING AS MUCH EXISTING VEGETATION AS PRACTICAL, PROVIDING SCREENING FROM ADJACENT PROPERTIES AND ROUTE 240; AND FENCING AROUND THE SEDIMENTATION LAGOONS TO PROHIBIT TRESPASSING 3. SOIL EROSION PLAN, IF REQUIRED UNDER THE ORDINANCE. 77 Sheet List Table Sheet Number Sheet Title SHEETS COVER 2 EXISTING CONDITIONS AND DEMOLITION PLAN 3 - GRADING PLAN 4 UTILILTY PLAN 5 SITE SECTION 6 LANDSCAPE PLAN 7 '`' CIVIL DETAILS 8 CIVIL DETAILS - 9 SITE DETAILS 10 EROSION AND SEDIMENT CONTROL DETAILS 11 EROSION AND SEDIMENT CONTROL DETAILS 12 SITE PHOTOMETRICS LIST OF CHANGES: 1. NEW FINISHED'WATER PUMP STATION LOCATED APPROXIMATELY 40 FEET NORTH AND 50 FEET EAST OF THE EXISTING LOCATION. FOOT PRINT OF BUILDING 607 SQUARE FEET. FINISHED WATER PUMP STATION TO INCLUDE THREE CANS AND TWO CAN PUMPS (ONE CAN IS FOR A FUTURE CAN PUMP), AND ASSOCIATED PIPING, ELECTRICAL, AND MECHANICAL EQUIPMENT. 2. NEW GENERATOR LOCATED EAST OF THE NEW FINISHED WATER PUMP STATION. 3. REMOVAL OF EXISTING FINISHED WATER PUMP STATION AND GENERATOR, AND ASSOCIATED PIPING. 4. NEW PAVED DRIVEWAY WITH STAGING AREA, 0.04 AC. 5. INSTALLATION OF NEW WATERLINE FROM EXISTING METER VAULT TO EXISTING GROUND STORAGE TANK, FROM EXISTING GROUND STORAGE TANK TO NEW FINISHED WATER PUMP STATION, AND FROM NEW FINISHED WATER PUMP STATION TO DISTRIBUTION LINE IN THREE NOTCHED ROAD. 6. NEW TRANSFORMER NORTH OF PAVED PARKING AREA. 7. NEW BIORETENTION BASIN AND ASSOCIATED PIPING FOR TREATING STORMWATER AND REDUCING RUNOFF. LOCATED NEAR EXISTING FINISHED WATER PUMP STATION, WITHIN THE 30' UNDISTURBED BUFFER 8. NEW STORM SEWER FROM STAGING AREA TO NEW BIORETENTION BASIN. 9. PLANTINGS FOR SCREENING, BOTH WITHIN AND OUTSIDE OF THE 30' UNDISTURBED BUFFER. 10. RETAINING WALLS ALONG THE NORTH EDGE AND EAST EDGE OF THE STAGING AREA. 11. NEW BLACK POLY-COATED.CHAIN-LINK FENCE AND GATE ENCLOSING BUILDING AND DRIVEWAY. CONNECTION MADE TO EXISTING FENCE WITHIN 30' UNDISTURBED BUFFER. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORI/1' VIRGINIA DEPARTMENT OF TRANSPORT TION HEALTH DEPARTMENT Submittal Type Reviewed and Approved nv fhI 0 Z O N t_oo W NhrNj Z U MENEM 01 Lij Z Z 0 � Q O Q 0Z- LLI °=Q(.5Od � I- 2Y � r Q LUD_ w <0 w� z�oLIJ N cn LL F__ O W D - W Q U V) <C�r��ZQ W Q W Qj W=w�IZQ Q OZmry Z U`�Q0 > ry z 0 H V) V) w Z 00 N lr w 0 Y Q) 1` F- lL a Ld N Q I N ry o m U O W M = J F 0 W m o LL LLID W 0 w o (n a- L.f.l J F- F�---.. n- LLl W > 1c0 or SHEET 1 of 12 z z 0 0 5 Ld z z z 0 z V) x 10 z z 0 Z) Ld 0 Q Ld V) < I. .... .... I .. ..... ..... TAX MAP 57-16 ILEG E` Dp ERGENBRIGHT, RICHARD JR IOR BEVERLY & IRENE SPROUSE IT-215 EXISTING GRAVEL SURFACE DB 698 IZONING: RURAL AREAIUSE: SINGLE FAMILY . . . . . . ............ 61. STRUC URE REMOVAL TREES AND BRUSH TO BE CLEARED FOR 20' WIDTH 'CENTERED OVER EXISTING I........ EXISTING PROPERTY LINE WATERLINE UNDER SEPARATE EXISTING MAJOR CONTOUR RWSA MAINTENANCE PROGRAM \S\6 . ...... EXISTING MINOR CONTOUR ..... . ..... . . —2C-36 ITAX MAP 57A EXISTING PIPE ........... ORFIAS, PHILIP J III llDB 3206-321 I.. . ....... U/VD PIPE TO BE REMOVED IZONING: R4 RESIDENTIAL USE: SINGLE FAMILY RES lEXISTING CHAIN LINK FENCE ll-UR& 04,1 CHAIN LINK FENCE TO BE REMOVED 16 A TAX MAP —10 E ISTING TREE CANOPY RIVANNA WATER & ---- ---- .. . .... ... .. . ....... o-- PROPOSED TREE PROTECTION FENCE IEA 1 8960 SF �e�V - - - - ----- I ...... .... . . . SEWER AUTHORITY AREA OF PROPOSED IMPROVEMENTS DB 622 411 . ........ ZONING: RURAL AREA iq I- - ­­ zS'USE: LOCAL GOVERNMENT-- TEMP BENCHMARK '39'1 6 IIllII.. ... . ...... . . ...... .. 6 D THREE NOTCHED SR 0 AREA OF (30' PRESCRIPTIVE ROW) IPROPOSEDIMPROVEMENTS 11 V/4 I. ..... TAX MAP 57-11 I6 ISPROUSE,IRENE I. .. ..... ..... .. . . —259 ....... DB 2419 ZONING: RURAL AREA —2C-37 TAX MAP 57A (11p,p(I.P (,-AqqlA USE: SINGLE FAMILY I-698 ..... DB 3130 ZONING: R4 RESIDENTIAL ---- - ------ I�/S80'02'1 6 USE: SINGLE FAMILY RES IfITREES AND BRUSH TO BE III. ..... CLEARED FOR 20' WIDTH IICENTERED OVER EXISTING ATERLINE UNDER SEPARATE IUo� —RWSA MAINTENANCE PROGRAM . . ........ . . .. .... IW I. ...... . .. III0 A 'L' E E COUN .. . .... ....... ... . . ....... MANA ED REMOV "STEEP SLOPE IX IS VE ST16 E X 11 35 Ill G _X S'' E IEXISTING PUIMP �N GENERATOR STAT ICO. IIIIbIING TRE CANOPY AREA 3 7810 SF E ...... ..... IICOUNTY .. . ..... BEMXRLE IXL IMANAGED lle" ITSTEEP SLOPE�.::- ry IIIIIIIITEMP BM CONC .. . .... .... 1 J06 FOUNDATION OF GSR ELEV=614.25 ........ . ..... I f IIIIEXISTING TREE 'WOPY IAREA 2 6680 SF IIIIITAX MAP 57A-2C-38 WEBER, RENATE I —618 IIIIIZONING: R4 RESIDENTIAL IDB 3095 USE: SINGLE FAMILY RES Ij ......... ... IIIIII. .......... .. . .... .... IIIIIIIITAX MAP 57-29B RIVANNA WATER & SEWER AUTHORITY IllIIDB 4669 PG 198-210 . . ..... IZONING: LIGHT INDUSTRY IUSE: GOVERNMENT BUILDING - -- --- II III III76"100. TAX MAP 57A-2B-21 ICRAIG ENTERPRISE INC ....... .... DB 3014-060 ZONING: R4 RESIDENTIAL IUSE: SINGLE FAMILY RES IV) I A I> IIIlIITAX MAP 57-29EA P1 AN ITE s VAUGHN, ANGELICA DB 3752-332 0 20 40 ZONING: RURAL AREA IUSE: SINGLE FAMILY 114 95. 00, I lIII cz Lo Lo LI) 0) (N Z *+ z z < n < 0 — LIJ __j — Z > CL F__ < z V) Lu r) 0 L1_ < c) i:2 ­r < :::) 2(-) o Lij ::D CN 0 7' ry Lu Lli LLJ < Ey Z Z 4, �q, LLJ Lu LLJ n Lij < z 0 Z_ W -7 o < z > z 0- U) CO Ld z 0 Ld r- LL_ 0 04 ry Ld V) z CI > 0 0 0 z Lij m Ld I F_ < 0 0 LLJ m .2 Ld 7) Ld Ld 0 cj� ::D LLJ ry 0 (n n V) LLJ V) r X LLJ C) z 0 0 Y / J V) D W F- z Z Z W O Z O U O W W V) Z � I 00 / V) W ry 1 0 F_ V) I z Z Q W 1 00 M o rn � n �o j N Z > I Z N n 0. W N V' i ~ pgj " PROPOSED COATED BLACK POLY CHAIN LINK FENCE r f N ff� DVC DRAIN, NOTE 7 i tgg', t4 8i f" f i 3l< ' I t r� 1 P# 1 fi V s} $ s t 2t { 'CONNECT TO EXISTING FENCE .y " , i MI EXISTING GRAVEL SURFACE p m � PROPOSED CONCRETE v„ I PROPOSED BITUMINOUS SURFACE ~_ w<....H, ...w. No O O � O PROPOSED PRETREATMENT CELL w< _. C w H < w wim ? ii PROPOSED GRASS FILTER STRIP 0/1 PROPOSED RETENTION BASIN �.w = PROPOSED CONC SURGE BASIN EXISTING PROPERTY LINE w G - - EXISTIN MAJOR CONTOUR ~ _ EXISTING MINOR CONTOUR PROPOSEDMAJOR CONTOUR PROPOSED MINOR CONTOUR __ND OF RETAINING WALL x.. - �� EXISTING h.. -- EXI ING PIPE TOP OF WALL: 637.00 < 30T OF WALL: 633.00 '. a �r - PROPOSED PIPE �.� . SAX HEIGHT=4.0' `Y- \ 1 TOP OF WALL: 639.00 „_ •n<,<,. PROPOSED RETAINING WALL BOT OF WALL: 636.00 _., µ ... „ .... EXISTING CHAIN LINK FENCE x 1-OP OF WALL: 639� END OF RETAINING WALL xc PROPOSED CHAIN LINK FENCE _•a Bo OF WALL: 637.40 1: `� PROPOSED TREE PROTECTION FENCE 63g \, f ,� z � C�PROPOSED STORM SEWER K� PROPOSED STORM SEWER MH ! M' PROPOSED STORM SURGE BASIN LIMITS OF DISTURBANCE NOTES: 1 . ASBESTOS CEMENT PIPE IS KNOWN TO BE PRESENT ON -SITE, CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY WHEN CUTTING PIPE TO ENSURE SAFE WORKING ENVIRONMENT. CONTRACTOR SHALL PROPERLY DISPOSE OF ASBESTOS CEMENT PIPE REMOVED DURING CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. PROVIDE MIN 3'-0" COVER OVER ALL PIPES. 4. CONTRACTOR TO OBTAIN ALL BUILDING AND RETAINING WALL PERMITS. 5. NEW FENCING INSTALLED SHALL BE BLACK POLY COATED. CHAIN LINK FENCE, MATCHING GAC PROJECT. 6. THE RETAINING WALLS SHALL BE CONSTRUCTED FROM REDI—ROCK, WITH AN UNSTAINED LIMESTONE TEXTURE. 7. 6" PVC PIPE FROM BIORETENTION BASIN SHALL HAVE A MINIMUM SLOPE OF 1 % AND DAYLIGHT AT AN ELEVATION OF 615. 8. CONCRETE CURB SHALL BE CONSTRUCTED PER f VDOT STANDARD DETAIL CG-6 ON PAGE 201.03 OF THE VIRGINIA ROAD AND BRIDGE STANDARDS. SITE PLAN 0 20 a Ln � z, N moo vi 0 N ULo "I N N o E V, Q � C W Ci Q ,C Lu V) >� 1 0 > O °_ LLJ < F__�_rvr- 0 ) >ELoJY <::D ryw0z�dS 0o N w cn �f--Uwn_(V Ew-�w��w �L7Qz < w w r W Q EL O U Z co � L > zz z O � V) W z �O W 0 O V M - tq z O (3 j N O a V) U O t,_J m D = J ~ Cl 0 m !% LdW Z w w w � w cna boo cn J 0 �= z Li W ry (n 0 SHEET MH 1 (PRECAST CONC W/NEENAH 1733 OR EQUAL) RIM: 624.39 INV: 620.15 (S) INV: 620.25 (E) INV: 620.35 (W) DETAIL STM-01 0 z J F- `t J / D 9 z z 0 Z) Ld 0 0 Cj W W fy V) I I 00 M N U` W w 0 U) I z Q LL, � N CL o W / � N V) 3 � D� EXISTING FINISHED ✓ WATER PUMP STATION l AND GENERATOR TO BEJ REMOVED AFTER PROPOSED FINISHED WATER PUMP STATION IS OPERATIONAL , w , ry „ 914 a . l CONNECT TO EXISTING LEGEND: EXISTING GRAVEL SURFACE PROPOSED CONCRETE 4 PROPOSED BITUMINOUS SURFACE 0 0 PROPOSED PRETREATMENT CELL PROPOSED GRASS FILTER STRIP :. PROPOSED RETENTION BASIN PROPOSED CONC SURGE BASIN ...u_. EXISTING PROPERTY LINE w EXISTING MAJOR CONTOUR ...... ......._... EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR m EXISTING PIPE PROPOSED PIPE — — — — �- PROPOSED RETAINING WALL ._.. _.___....,,.. EXISTING CHAIN LINK FENCE xc PROPOSED CHAIN LINK FENCE 0 PROPOSED TREE PROTECTION FENCE - - - - - PROPOSED STORM SEWER PROPOSED STORM SEWER MH PROPOSED STORM SURGE BASIN LIMITS OF DISTURBANCE NOTES: 1. ASBESTOS CEMENT PIPE IS KNOWN TO BE PRESENT ON —SITE, CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY WHEN CUTTING PIPE TO ENSURE SAFE WORKING ENVIRONMENT. CONTRACTOR SHALL PROPERLY DISPOSE OF ASBESTOS CEMENT PIPE REMOVED DURING CONSTRUCTION. 2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. PROVIDE MIN S-0" COVER OVER ALL PIPES. 4. CONTRACTOR TO OBTAIN ALL BUILDING AND RETAINING WALL PERMITS. Q� ti) h � o N O Ld V `o 1713 O O�w•S ,Q4i�� ti k � Q 'O 3 uw ci) � Q0> O �Q00 ::D Q wn->a ow w � o o N w c�IF—dwn- � <W �duu ry � q < Lli w w Z w � Q n Q O U``_Qz0 z � c� z > ry z 0 it V)V) w z 00 V) ry w a 0 Y Q rn r- �_ tL f� N M Lij � - to z 0j N O o U :o J w U) o ~ Lli � n w w V) m 0 w m Q!� s w Is- SHEET GlSfF Lii J U LLJ V) O O a n 0 z O U W V) W V) M Y / J 0 n Q Z Z W 0 O U U W W V) lY Z) M U W !Y V) 660 660 655 655 650 650 645 OVERFLOW=645.00 r,. 645 J 640 ,, n ---- — —640 635 m _----- 635 _ EXISTING - GRADE 630 - 630 �. / -PROPOSED GRADE 625 ,-' 625 6" DIP 620 620 615 615 FFE=614.25 18" DIP 16" DIP IE=612.00 610 610 605 BOT OF C N=606.00 605 17 Irr_ N 0) 00 r 0 ro N CC) c�0 r O Io) � tf} �� �— C) d o0 00 N N N r N r M r7 r) � CO r r7 6 Ire r7 in r� n C; d- ® d- C� r� C73 J CC) CD CC) (D CC) (D (C) (D CC) (0 (C) I (D (C) CD (D (D I(C) (D (C) (D CC) (D 0+00 0+50 1 +00 1 +50 2+00 2+50 1 SECTION 5 Lij V) Q a 0 ` L Lu LZ 0 J n_<(a0 z `� _ � �U- ��-< 0yj Q WCL z°QV) N F_,(V0z ds o-J two❑W S ® < wz < � w w = w a Q o�Q� � U ® > :E 0!� or r- r, o N ry w cn z I Q � N _ _ ry o m U zLLJ m "D s J U 0 � trl � Li � Li2 Z w LLI IY V) Lit 12 Cf) a_ V 0 n cn z O Li (, _J w I- V) �i LLJ LLl I. _ F — SHEET w Q V) 0 Z Y A � 0 Q Z Z W O Lr U / iY LLi W V) NOTES: A VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. B ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TRESS IS PROHIBITED. SHRUBS AND TRESS SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. C EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING--IKLLS ANU 13KUSH 1U " RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT BE CLEARED FOR 20' ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES \a - zt„ WIDTH CENTERED OVER r ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR ' ` EXISTING WATERLINE RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ---,-UNDER SEPARATE RWSA ONE HALF FOOT CANDLE. MAINTENANCE PROGRAM — TREE CANOPY: �, \ REQUIRED MINIMUM TREE CANOPY 10% EXISTING TREE CANOPY 13% (0.53 AC) PRE —CONDITION NOTES: \,l 1. TREE PROTECTION ZONES SHALL BE ESTABLISHED TO MINIMIZE SOIL COMPACTION, AND ROOT STEM & BRANCH \ i DAMAGE DURING CONSTRUCTION. 1 2. PLASTIC FENCING MEETING THE REQUIREMENTS OUTLINED IN CHAPTER 3.38 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK TO DEFINE THE TREE PROFEC>ION ZONE AND LIMIT ACCESS. AH 3. PRIOR TO GRADING, TREE FENCING SHALL BE INSPECTED'.-.. AND APPROVED BY A COUNTY INSPECTOR. DURING CONSTRUCTION NOTES: t' 1. TREE PROTECTION ZONES SHALL BE INSPECTED AND MAINTAINED ON A DAILY BASIS. \ ., 2. NO CONSTRUCTION EQUIPMENT, SUPPLIES OR DEBRIS SHALL ; BE ALLOWED IN TREE PROTECTION ZONES. 3 GRADE CHANGES AROUND TREES SHALL BE AVOIDED IF County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans w� (Handbook, pp 111-284-111-297 for complete specifications) `"" 1. The following items shall be shown on the plan: P Trees to be saved; u 5? .Limits of clearing (outside dripline of trees to be saved); Y Poa .M Location and type of protective fencing; ®� Grade changes requiring tree wells or walls; y� u Tl Proposed trenching or tunneling beyond the limits of clearing. wq m 2. Markings: 2 0'"mow s p«w ,�l All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved b a Count Inspector. g g g g P PP Y Y P 3. Pre -Construction Conference: «- « A Tree preservation and protection measures shall be reviewed with the contractor on site. ui Lent Operation and Storage: , Cy D3>> Heavy equipment vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. ' 6. Fires: 7' Fires are not permitted within 100 feet of the dripline of trees to be saved. fe 7. Toxic Materials: 71 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. ~ �A S / //V T Y WO . Protective Fencing:Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. o� �`pE� `D + rt� Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. �r,-��,_ � h� 9. Tree Wells: \4 rReE p o NQgR \ ,\ .�J,. -� When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted AH ,. TECr�o vs� � �"n.- M -. L ..:d for approval. /ve 10. Tree Walls: -� QF �/ '' -. lr( Wen the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. THE GROUND LEVEL MUST BE RAISED OR LOWERED WITHIN ,' JE{i �•,..-�;' r 4 j _� r`, r "Trenching and Tunneling: THE DRIPLINE OF A TREE, A CONSTRUCTION DETAIL FORA �� 4 ", ;% 4 ' '' -'l ' / �, `� *� CAS /"y11. TREE WELL OR TREE WALL MUST BE SUBMITTED TO THE NS ;" �+ A ' /q B� ( When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as passible. Tunneling under a COUNTY FOR APPROVAL. ra .> �._. large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 4. DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY U /" ��` 633 PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED I LC -- t� 12. Cleanup: �'� Protective fence hall the 1 i _,.... � �.- g be last terns removed during he final cleanup. �� `tt 83 � `n st INS � l\\ � P POST CONSTRUCTION NOTES: 1 i{L ye"�'' LC�`�C" 1. TREE PROTECTION FENCING SHALL BE REMOVED. Q o Q 13. llarnai;ed'I'rees: s BH', 1 F;� \ Y�y Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. C R A� \. MAINTENANCE OVER EXISTING PIPELINES: AB 3 CAB �., r 1 L TREES TO BE SAVED WITHIN THE MAINTENANCE AREA. B NOTE: it IS THE DEVELOPER'S RESPONSIBILITY '1'O COMER WITH THE CONTRACTOR ON TREE CONSERVATION ..1 'tea ZIT ,� fir' -r,y„4 ,a '1 AH, AND 10 OUTSIDE OF THE AREA SHALL BE MARKED WITH , S LC t�� (, REQUIREMENTS. AH r �f ::... ((11 ' ,3 r s`.r'""^„ t S 61 ....•� PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO IB I�. J EQUIPMENT OPERATORS. � J x r��� �y �� � � � � � � x x � , -3�r L SS SHALL BE DONE WITHOUT DAMAGE TO nn ' 1 2. REMOVAL OF THE �„� NCH �;�,, ,�•� t a �(� SURROUNDING TREES. `k\ � .�,. REMOVAL OF ANY BRANCHES SHALL BE DONE BY A p lJ r 3. R E _ p 1#z " , N OWNER SI AT DATE I rl rf� nnf-l/lfl�C�T ! C / ( ) /AB\-- 1 ��. E ..., „'e " w,7 �. ,� 9 g• c e+ 4> 4. \ 1 \ I:IaY Y r Pif L IC LI(: g w TREES AND BRUSH 00 0 / ;� TO BE CLEARED FOR 0` 0_o x �' 20' WIDTH CENTERED f 00 0°,0" �� OVER EXISTING d" 3- , o00°0 61,9 �-0C oo0-0 o 0 0 0 r` HV o°°°o° 3, /-� V o 0 0 s V `V O0 Q / S HV -, ',. • H _ °o°o i�iV Oq0° 0 rj p r _... i i64 v WATERLINE UNDER SEPARATE RWSA MAINTENANCE i r PROGRAM 20.0; , 1 LC 8 w \, n� � 3 •t +a , s{ (�" � t } "s5' 7 3 ✓' 4/ W ...,.,., w_,+µ: t 3 r, ' ` '•�` ,; t�`. ✓ + , 'a ` i ?1 'f I IV rf "�`i`' ",y» ,„uu..,.�,.,,,.�. � a•H µ \^'�,,,�'. :tt S tf 4 �� } i{} / t ":� ter`' 1 . Q A.# 1 / 5 t ? tCU j i - (j 1 i ' t( M• _� �,. '' �' �. +4` i is, �1 f">-. \ S'r" f". ''t # i} #4 0 } � � i V "y' y� a4 .€ 1W •y � �l ,t I 4 >> � I � � I Z � , } $:,tiIS I s ,; `, "'3 1 j # f {f � { t_ � �� \ µ S `E ' a ; i ,�•` f' �J � �J !, : �' S 1 • ` f> j �. 1` � �-�� ' r� � f i � { ' ✓ � ' i .� b ' i'2i �, I 3 I I � ; .� � p� .' $1� � (j I CONTRACT PURCHASER SIGNATURE PROPOSED LANDSCAPING: (DATE) PLANTING LEGEND: ABBREV BOTANICAL NAME COMMON NAME SIZE ROOT HV HAMAMELIS VI RGINIANA WITCH HAZEL 4'-6' CONTAINER IB 0 ILEX GLABRA INKBERRY 6'-8' CONTAINER CV VIBURNUM DENTATUM CHICAGO LUSTREE VIBURNUM 2'-3' B&B AH ILEX OPACA & CVS. AMERICAN HOLLY 6'-7' B&B LC CUPRESSOCYPARIIS LEYLANDII LEYLAND CYPRESS 6'-7' B&B RC JUNIPERUS VIIRGINIANA EASTERN RED CEDAR n CAL 22ER B&B AB BUXUS SEMPERVIIRENS & CVS. AMERICAN BOXWOOD 2'-3' CONTAINER CH ILEX CORNUTA & CVS. CHINESE HOLLY 2'-3' CONTAINER SH ILEX CORNUTA "'BURFORDII" BURFORD HOLLY 2'-3' CONTAINER NS ILEX X "NELLIE IR. STEVENS" NELLIE R. STEVENS HOLLY 6'-7' B&B OH ILEX CRENATA "STEEDS" "STEEDS" JAPANESE HOLLY 3'-4' B&B ,\ 1 f ,a J, \ q 0 � O N moo � N uOj Vto �oOiNc, Q� w 6O 3 LLJ c� Q _, 0 Q Z Ld > o _ �QQ0 W ::D Q > < O o W LLJ t� Z O r-. CV W O7 t— (, w n F__ < Uj�p� C) ZzQ V) - LU 0 = Q w w Q n 0 ry 3; 1 Q W Z U�¢Uz >_ Z O EL v(n oz 0 >V) Wry (� N V) z O I Q � N o U UZ J L� V) ~ D 0- W < W V)o Co m CCl Z o _ Ed o Cn z n LLI n L,j Q _j_ 0 0 Wz Cn �6SHEET of12 I h Y � J V i- i_j z z z � � w O i w w V) i 0 w H V) > Z w 0 N h h h M O Z Q i > cO j N �o I� NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST 1N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAR) FOR AS RADIAL C%6NATION CURB & BUTTER. 4, FOR USE WITH STABILIZED OPENAORADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF TIME PAVEMENT, 6. ALLOWABLE CFdTERIA FOR THE USE OF CG-5 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. 10 a A A A 4 A . A p . $" I 21 0u THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION R >% COMBINATION 1 " CURB & GUTTER 106 502 VIRGINJA DEPARTMENT OF TRANSPORTATION STRUCTURE FACE OF CURB NEENAH CASTING R-3067, EAST JOR.DAN IRONWORKS V-4060 OR EQUAL 2-4 2" THICK ADJUST. RINGS W/FULL MORTAR JOINTS, STRIKE INSIDE CLEAN, 6" CONCRETE COLLAR OUTSIDE. ADDITIONAL MEMBRANE SEALER MAY BE REQUIRED BY OWNER. 24" � 5» _ _, _ ____® - 24" X 36" PRECAST SECTION. w (WHEN NECESSARY 8" CONCRETE ¢ - GROUT BLOCK SHALL BE USED. PLASTER INVERT OUTSIDE WITH 1" MORTAR.) 1- -- 6" PRECAST- 8" POURED SECTION N TS Revised: Oct. 2011 SEH Plate No. STM-04 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 71' 15 MAINTAINED. MUELLER 5 - A" FLUSH TYPE FIRE HYDRANT OR APPROVED EQUAL FLUSH BOX LID - 7 CU. FT #68 - STONE 2500 P.S.I. - CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED OR COMPACTED STABLE SOIL STEEL PILE FACE OF CURB MANHOLE ` K DIMENSION CHART MANHOLE TYPE B TC D E F G DIA. 48" 1 60" 72" 84" 96" 102" A 9.5" 15.5" 21.5" 27.5" 34.5" 38" S 58" 72" 86" 100" 114" 126" K6" 7" 8" 9" 9" 9" r6" 8" 8" 8" 8" 8" PLACE RAMNECK OR APPROVED EQUAL BETWEEN TOP SLAB AND BARREL SECTION I. RUBBER GASKET ALL JOINTS, APPROVED FLEXIBLE EXTERNAL RUBBER SEAL REQUIRED ON w JOINTS BELOW GROUND WATER �i STEEL REINFORCED PLASTIC STEPS 12" O.C. IN LINE WITH DOWNSTREAM INVERT. 6" PRECAST OR 8" POURED 27" DIAMETER OPENING PIPE ` REINFORCE SLAB FOR STREET LOADING COVER SLAB NOTE: GUTTERLINE TO CENTER OF STRUCTURE DIMENSION WHEN USED AS A CATCH BASIN. 0.88' FOR NEENAH R-3250-B (2' SQUARE GRATE) 1.13 FOR R-3250-1 (26" ROUND GRATE) - 1 /4" TO 1 /2" BELOW FINISHED GRADE S =SLAB, DIAL - NEENAH CASTING OR EQUAL 2-4 2" THICK ADJUSTMENT RINGS W/FULL MORTAR i JOINTS - 6" CONCRETE COLLAR OUTSIDE, STRIKE INSIDE CLEAN. DIA. _ A 12" TO 18" BARREL SECTION SHALL BE INSTALLED UNDER TOP SLAB FOR FUTURE ADJUSTMENT. DIA. _ PRECAST R.C.P. 1 BARREL SECTION - CONC. BLOCK MASONRY TO BE USED ONLY WHERE APPROVED BY THE ENGINEER. PLASTER OUTSIDE, STRIKE INSIDE CLEAN - i -GROUT INVERT TO SPRINGLINE OF _ LARGEST PIPE ► ! A NOTE: HYDRANT MUST BE EQUIPPED WITH NATIONAL HOSE THREADS (NST) - VALVE BOX 6" GATE VALVE W/ MJ RETAINING GLANDS ANCHOR THE VALVE TO THE HYDRANT WITH 2 - Y4" THREADED RODS (GALVANIZED OR ASPHALT COATED) IN ADDITION TO POURING CONCRETE. A STEEL PILE SHALL BE USED AS ADDITIONAL NOTE: SUPPORT 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE HYDRANT (INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FLUSH BOX LID 4. HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 5. LID SHALL READ "RWSA" AND APPROPRIATE MANUFACTURER NAME OR LOGO. "FIRE HYDRANT" SHALL NOT BE LISTED ON THE LID. 6. CONTRACTOR SHALL PROVIDE THE OWNER WITH THREE (3) FLUSH TYPE HYDRANT WRENCHES PRIOR TO ACCEPTANCE OF PIPELINE. 4' MIN ®BURY HYDRANT DETAIL SEH NOT TO SCALE MIN. 6" BEDDING WITH NO. 68 STONE N TS Revised: Oct. 2011 SEH Plate No. STM-01 N OTE: SEE ARCHITECTURAL PLANS FOR LOCATION OF DOWNSPOUT F DRAIN DETAIL SEH NOT TO SCALE 0 � � O N ti O O W NhrNj Z LO V 4j Ci Q J' 2) r7 3 uj Qo< 0 0 J _Z > _ _<00d � Q ui 0 w uj < Z C) w ry � w0Z dS w w 5 p w V) 3:Q<< w w = :E 0-'_. Q r__j V) m Z 0 z U_<0 W i . in m w f� O U _ w MN Lo .— c4 z 0 j N O o U •L �Z0,,,m _o ) o m 0 L� W 0 Z w s 0 < wi V) V) o o O v n V) V) J w Q J w F_ 0 w > T_U G� w V) 0 W Q V) SETBACK = 1 W (5.0' BATTER ANGLE ON WALL) WALL (VARIES NOTES: 1. WALL DESIGN SHALL BE BASED ON REDI-WALL DESIGN SPECIFICATIONS OR EQUAL. DESIGN SHALL BE BY A PROFESSIONAL ENGINEER CRUSHED STONE REGISTERED IN THE STATE OF VIRGINIA BASED LEVELING PAD UPON CURRENT AND PROJECTED LOADINGS AND PROPER DRAINAGE. 2. PROVIDE POSITIVE DRAINAGE AWAY FROM BACK OF WALL. 3. SUBSURFACE DRAIN BEHIND WALL SHALL BE DAYLIGHTED WITH RODENT SCREEN OR CONNECTED TO NEARBY SUBSURFACE DRAINAGE SYSTEM. 0=-A lwsiwin_ lAlA i i M=A is c - MOVE BLOCKS FORWARD DURING INSTALLATION 28" TOP BLOCK TO ENGAGE SHEAR KNOBS (TYPICAL) LEAVE OPENING IN CURB AT TRENCH (POUR TRENCH OPENING AND CURB RETURNS INTEGRAL) CONCRETE CURB RUN TRENCH PERPENDICULAR w TO SIDEWALK Q ]07 > C. TOP OF TRENCH TO ALIGN WITH ADJACENT SIDE WALK GRADE. TRENCH BOTTOM SLOPE 1 /4" PER FOOT MINIMUM A2 _07. -PERFORATED SOCK DRAIN (AS SPECIFIED BY ENGINEER) I CAST—IRON TRENCH COVER AND FRAME 0.83' TRENCH 0.5' KEYED CONSTR. CURB JOINT (TYP) JOINT 0.5'x0.5' 10/10 WW CONC. WALK REINFORCING �n •. •4 " �--a- �'. ' ". MESH 0 f . • ° a, .e:•q f 12" CAST—IRON TRENCH q : ' COVER (NEENAH TYPE D W/•�'. COMPACTED R-4990 CX FRAME) ' �� GRANULAR O FILL CONSTRUCTION JOINT l • ► 0010*1l011jll \l CANOPY SUPPORT COLUMN CENTER LINE OF DOWNSPOUT DOWNSPOUT TRENCH DETAIL NOT TO SCALE DOWNSPOUT TRENCH DETAIL NOT TO SCALE MCMMHMIl9 2" ASPHALT SURFACE COURSE SUPERPAVE 8M 9.5A. 2'-0" VARIES - SEE SITE PLAN, TACK COAT 3.1 12" MIN TYP . - 3.5" ASPHALT BASE COURSE MA _MIN_2.0Q SUPERPAVE BM 25.0. - FILTER FABRIC --� 8 AGGREGATE 8" AGGREGATE --- BASE COURSE BASE COURSE FILTER FABRIC COMPACTEID 2" ASPHALT SURFACE COURSE SUB-GRADIE SUPERPAVE 8M 9.5A. --- TACK COAT COMPACTED SUB -GRADE 3.5" ASPHALT BASE COURSE SUPERPAVE BM 25.0. TYPICAL PARKING LOT TYPICAL ENTRANCE DRIVE SECTION TION N TS N TS ASPHALT CONCRETE PAVEMENT DETAIL CAST—IRON TRENCH COVER AND FRAME PROVIDE WATERSTOP BETWEEN CURB AND ° TRENCH "A BITUMINOUS PAVING dp �� CONCRETE CURB AND GUTTER DOWNSPOUT TRENCH DETAIL NOT TO SCALE Y2" EXPANSION JOINT- MATL REQUIRED WHEN WALK ABUTS RIGID STRUCTURES 48' MAX SPACING BETWEEN Y2" EXPANSION JOINTS i I I 4' VARIES WHEN WIDTH OF SIDEWALK, PAD, ETC EXCEEDS 6' LONGITUDINAL CONTRACTION JOINTS SHALL BE PLACED AS REQUIRED 4' TYPICAL CONTRACTION JOINT SPACING -CONCRETE COMPACTED -- SUB-GRADE -AGGREGATE BASE COURSE Lic. No.00 41:11• X �6K7 l ANAL O Q� O N O N Ln U�ooiN( ; ca V Z Lo W Q Ci �- W V) >- `= QoQp —�0Z� O _ 0 __<00d-::D Q w�>CLo Qow 0!� w n Z O a NV) w �w0E- CZ '- U W °- �q<Lu< w w w = W n Q 0 .2 Q z IUEQO j :2 cl,� z 0 V)V) wz 00 V) rn V) co uw _ r- w M N U) I z 0 I <Q N o U) Y U 0 M z w _ J F— < 00Lli m La_ ) W 0 � w w � w � c� 0 ro w Q J W 0 L ---� w 3 rU SHEET �8 of 12 n o n I N 3 STRANDS OF - s *IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL TO GRADE WITH CLASS "B" CONCRETE j J I V) . W ti q } Z F- Z Z W 0 O ry V � a i Q W W � o w (a It X Line Post* (INTERMEDIATE), CONCRETE ...-12" DIA CONCRETE y 16" DIA Brace Post Chain Link Fence ROLLER GATE FENCE DETAIL No Scale CONTRACTOR TO FIELD VERIFY BEFORE GATE IS FABRICATED Terminal Post (END, CORNER OR PULL) I c u 3RACE BAR. CONNECT TO POSTS WITH BRACE SAND W/CUP. RUSS ROD I L V I \ - I V V 1/ PULL, END OR CORNER 8c ADJACENT LINE POST FENCE : 1. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION. 2. IF ROCK IS ENCOUNTERED WHEN SETTING LINE POSTS, DRILL HOLES 4 INCHES LARGER IN DIAMETER THAN POSTS & BACKFILL TO GRADE WITH CLASS "B" CONCRETE. 3. ARCHITECTURAL GRADE FENCING PER SPECIFICATIONS. 4. TOP RAIL SHALL BE INSTALLED ON ALL FENCING & GATES. 5. CONTRACTOR MUST VERIFY FENCE OPENING SIZE BEFORE ORDERING GATES. 6. A CONCRETE ANCHORAGE SHALL BE USED FOR ALL TERMINAL POSTS AND FOR LINE POSTS. 7. THE TOP OF THE CONCRETE ANCHORAGE SHALL BE CROWNED 1 IN. ABOVE THE NATURAL GROUND. 8. BLACK POLY —COATED FENCING, SEE SPECIFICATIONS. w r � QO11 —,_Z> 1 O w i—Q<%ry n CD © w <( w :D n 0 h �. w to � ry Q uw�-� � ® w Fw-- w Q�Q< w w = W � n- OzmW Q z ry 0 :2 CL� z 0 ry V)(f) WZ o 0 V) ry W Q 0 P� 0 N LA� z 0 }. N o Y U L 0 w m = J L� (n F- ) Q_ 0 W (n W 0 0 m 0 o w o cn Cn W J W F— 0 L W W F— SHEET G CL CL 0 or LO Q_ Ln TYPICAL ORIENTA TION OF TYPICAL TREATMENT I LOU) R 0 CK CHECK DAM TEMPOTLARY DIVERSION DlIa' T I (SOIL. STABILIZATIA KE) � � w 2 ACRES OR LESS OF' DRAINAGE AREA: (�sf OIL S1 Z A TI 0 N B LA NKE INSTALLATION CRITERIA � � a � � 3 Corrmacted Soil SHALLOW U) SLOPE N4CHOR SLUTt 0 NOTE m 11. _j _j 0 (L Y� n APPROXIMATELY 200 STAPLES REQUIRED 3' ON 311&LIA SLOPES, STRIPS OF IN, 11� PER 100 SQ. YOS. OF MATERIAL ROLL, FILTM CLOTH NETTING PRZTEC-PE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS & MAf BE APPLIED ACROSS CHECK SLOTS 'TO BE BURIED 6' TO 1Z. (OPTIONAL) THZ SLOPE. I Z` WX, 4:1 OR FLAITER 111111 B�lill 1101111 (DOWNSTREAM VIEW) Ur MAX. STEEPER TNWI 4: - 1 - � 4.5' min. JUNCTION SLOT EDGE 440 ENO JOINTS TO BE SNUGLY ABUTTED VDOT #1 BERM CHECK SLOT # COAME AGORECATE IqIERE THERE IS A BERM AT THE TOP OF THE SLOPE, (JUTE MESH WILL PAVE BRING THE MATERIAL OVER THE BERM AND ANCHOR It TERMINAL FOLD STAPLED LAP JOINT ItI FLOW BEHIND THE BERM, LAP JOINT Z MIN. LIEU OF EDGE JOINT) TAMP FIRMLY (JUTE MESH OfA:r) u' ANCHOR SLOT STEEP 5* MX. 4.1 OR FLATTER SLOPE MAX, STEEPER T' IAN 4:1 r T Z:-FZE SLPOES, APPLY 6� TO IZ 2-10 ACRES O[A' DRAINAGE AREk PRE OTECTP/E COI&RING PARALLEL 10 IHE 01RE:CTION OF FLUM CHIR SECURE1:1. AIIU 01CO CHECK 5LO1 AI P AAW > V) CHECK SLOT TO Z' FIRMLY Z Z < Q 0 VAIR. V,�t3 I > I-- — I­ -,q- :5 < 0 0 6' TO 12- 0' TO W MIN. PLAN VIEW < (OPTIONAL) ORiNG &WTERIAL DOWN TO A LVIEL ARFA BUORE Z v) o- (D MILE B AD Y 1SEN LIj > n 0 n� TERWNKf644G THE IN5rALLAMN. TURN THE END STAPLING DIAGRAM < C) LLj UNOER 4! AND STAPLE AT If INTERVALS. 4c No 20.!�Mi 'CHECK SLOTS A�t MIN, > 12, %,,, 0� c C) L E 0 < -u (DOWNSTREAM VtEW) STAPLE FORMED FRQM NO.1 I STEEL WIRE, 50' C-C 111TERVALS, 7 0 LLJ o- V) 8' STAPLF;, I&L LENGTH FOR S010Y SOIL, NOT REQ.'O WITH ALL :D 6* STAPLE MIN, LENGTH FOR OTHER SOIL "COMBItIArI0N"F3LAf-IKETS ry 0 z c,5 VD0T #1 L w () I_u n DITCH FLOW ry COARSE AGGREGATE JUNCTION SLOT m < 1LZLj -TAMP I-- E TERMINAL FOLD IN oirCHES, APPLY PROlECTNE COVERING FIRMLY 10 12 � 11 O:� TAP FIRMLY z < PARALLEL TiTHE DIRECTION Of FLOW. z 12" < Lu < F'LOW USE CflECK SLOTS AS REQUIRED. kADID -,*— 4!. JOItANG MATERIAL IN THE CENTER OF .. ........ Lu [L < THE DffCH IF AT ALL POSSIBLE, r-4 V) Lu < Z 0 Z • ry < 0 < u -9 z > CLASS I RIPRAP rn t BLOCK AND GRAVEL DROP IN-1-ST BLOCK C R, A t / E 'L CU R, B INLET COATSTR UCTION OF' A 57L T FENCE IS TONE I(, ON STR U 6710 _1 TV Ell V _�'A,/V. 6 (WITHOUT WIRE SUPPORT) .2 FIL TER S. ET IMEN T TP1Lf,1pj_'_171'R -SEDIMEN7 1. SET THE STAKES. 2. EXCAVXrE A 4"X 4" TRENCH V) MIN. EXISTING UPSLOPE ALONG THE LINE OF EL PAVEMENT STA K E S. A .31 CIJR13 INLET V) W WIRE SCRtEN CONCREFE BLOCK LLJ :7 0 V) C) MOUNTABLE DERH FILTER CLOTH A <OPTIONA0 uj g I I CD SIDE ELEVATION V. Jill EXISTING GROUND Ir 701 MIN, 19 PLOW T A WASHRACK to, MIN. ti IONAL) !* r- 0 4 062 0 10' HI 3, STAPLE P*IUI'ER NMATERIAL 4. BACKFILL AND C01v(PACT > 12, Mill. SOIL. EXISTU�G TO STAKES KND EXTEND THE EXCAVATED S ry WIRE SCREEN ---- CONCRETE BLOCK 0 cm PAVEMENT 0 IT INTO THE TRENCH. ck� -Y aGRAVEL FILTER 0 m z GRAVEL FILTER ui Z Ld VOUT *1 POS�ITIVE* DgAINAGC to, mi COURSE AGREGAlE TO SEDIMENT < Ld 0 Li z B ! TRAPPINQ VEVICE _j LL_ Ld Z Id (0 LLJ 0 1 WIRE SCREEN RUNOFF _r 0 0 J, MUST EXTENI) FULL WIDTH FILtERtO IflArEIR Y/ATFR WITH OVE FILTERED INATER bi ry V) Lij ry 0 OF INGRESS ANO ECRE$S lilt, _Z cf) (L V) 0 0 V) g PLAN VIEW SEDIMENT ------ v) OPERAMON OVERFLOW a_ RUNOFF L V) WATER__ ' IBM- FLOW U_ >t 0- 12' MIN, WITH --Now 1 11 9 5 <_.. T 8- Lli z :2 SHEET FLOW IN3TALLATION (PERSPECTIVE 'VIEW) Tittr --- E, r SEDIMENT Ld C/ ubj DROP It-ILI U) wrrH ( t-trTIT _j ,,RA:rE rTr V) MI :D 0) FILTER CLOTH 4', 00 EDIMENT 4 2 WIRE SCREEN < SECTION A -A 0, 1- 2" X 4" 101000 STUD Ld V) CURB WILEr A A Nk r _j SPECIFIC APPLICATION FLOrt 1, 0 0 cr—" SPECIAL APPLICATION > THIS METHOD Of" INLEIr PROTECTION IS APPLICABLE WHERE cf) < 0 �2 HEAVY PLOWS ARE EXPECTED AND WHERE AN OVERFLOW :E cr� 0 mIS murfm U INLET PROTECTION IS APPLICABLE AT cf) Lli 0 CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING r CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY AROUND THE STRUCTURE. M �_D REINFORCED CONCRETE DRADI SPACE POINTS A StIOULD BE I-ItCHER THAN 'POINT 11 SHEET ,,- N TO PREVENT EXCESSIVE FORDING IN FRONT OF' 'THE STRUCTURE. Z >< DRAINAGEWAY INSTALLATION F I SECTION B—B GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE ACCRECAT.E. r N V) 1-1 ry GRAVEL SHALL BE VDOT /13, #357 OR #5 COARSE AGGREaATE (FRONT ELEVATION) 10 of 12 1,-,' 0 U) IL LLI LL. Ld V) U) x 0 W J o W V) 0 0 in Y N w W Q !Y U) X P T-T -Pl0 NOTES: T 'R EE PROTECTION FENCE. EXSTI=6 'TREE METAL l" POST 1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE PLANS. DO NOT ATTACH FENCE MATERIALS TO TREES. 2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS OF A MINIMUM OF 1.5' FROM THE TRUNK OF TRUNK FOR EACH INCH OF DBH (DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING SHOULD BE A NO ACCESS, NO ENCROACHMENT ZONE THAT SHALL HAVE NO PARKING OF EQUIPMENT OR STOCKPILING OF SUPPLIES. 3. "MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA. 4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ: "TREE PROTECTION AREA/DO NOT ENTER AREA/PARR PROTECCION DE LOS ARBOLES/ PROHIBIDO ENTRAR" FENCING FABPJC CGRA GE MIRA SA.F E _2' TO MIRA:r-1 MIR.ASAFE OR AN AR VED -,_-CjtJAL.STAPLE'T0. NfE TI SAL 2X.OR TIE TO 1` ETAL 'T''1 rYST=. MAINTENANCE REQUIREMENTS: 1. INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING 0.5 INCH OR MORE OF RAIN. 2. REPAIR OR REPLACE DAMAGED FENCING IMMEDIATELY. 3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED. 4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGE AREAS CLEANLY AND KEEP -EXPOSED ROOTS MOIST BY SPREAD PEAT MOSS, MOIST TOPSOIL, OR MOIST MULCH. NO PAINT IS NEEDED. 5. FENCING SHALL BE INSTALLED SUCH THAT NO TREE BARK DAMAGE OCCURS. IF SUCH DAMAGE DOES OCCUR, ONLY A CERTIFIED ARBORIST SHOULD DO ANY BARK TRACING. NO PAINT IS NEEDED. 6A� PA 100DIFIED MUD TRAP STONE WEIR ABOVE SILT FENCE A_o?A NOTES: 1. WIRE FENCE REINFORCEMENT FOR SILT FENCE SHALL BE A MINIMUM OF 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6 INCHES. C LA,55 It E,IP RAP 2. THE WIRE SHALL EXTEND A MINIMUM 4 INCHES INTO THE GROUND AND MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TYE WIRES OR HOG RINGS. 3. STEEL POSTS (STANDARD "U" OR "T" SECTION) MUST HAVE A MINIMUM WEIGHT OF 1.33 POUNDS PER LINEAR FOOT AND SHALL HAVE A MINIMUM LENGTH OF 5 FEET. 4. SUPPORT POSTS OR STAKES FOR THIS TYPE OF APPLICATION SHALL BE PLACED A MAXIMUM 10-FEET APART (SEE PLATE 3.01-1) EXCEPT WITHIN THE WET STORAGE AREA, THE WET STORAGE AREA SHALL HAVE THE POSTS OR STAKES PLACED A MAXIMUM 3-FEET APART FOR ADDED SUPPORT. 5. SILT FENCE SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS FOR "EXTRA STRENGTH" FOUND IN TABLE 3.05-13 AND SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID JOINTS. 6. THE FABRIC SHALL BE ENTRENCHED A MINIMUM 8" IN DEPTH AND BACK FILLED WITH CLEAN SOIL; THE SOIL SHALL BE COMPACTED TO 95% OVER THE FILTER FABRIC. 7. THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 34 INCHES ABOVE THE ORIGINAL GROUND AND SHALL NOT EXCEED 48 INCHES ABOVE GROUND ELEVATION. 8. THE OUTLET FOR THE MODIFIED MUD TRAP SHALL CONSIST OF A STONE SECTION OF THE WIRE -SUPPORTED SILT FENCE LOCATED AT THE LOW POINT OR POINT OF CONCENTRATION FOR STORM FLOWS. FOR DRAINAGE AREAS LESS THAN ONE ACRES, THE MEASURE SHALL CONSIST OF WIRE -SUPPORTED SILT FENCE INSTALLED AS A CONTINUOUS STRUCTURE WITH CLASS Al STONE CAREFULLY PLACED ON EITHER SIDE OF THE FENCE FOR OUTLET STABILITY, NO FILTER STONE REQUIRED. FOR DRAINAGE AREAS FROM 1 TO 3 ACRES, THE MEASURE SHALL CONSIST OF THE WIRE -SUPPORTED SILT FENCE INSTALLED WITH AN OPENING FROM 4 TO 8 FEET WIDE LOCATED IN THE LOW POINT OR POINT OF CONCENTRATION FOR STORM FLOWS. THE OPENING SHALL HAVE A COMBINATION COURSE AGGREGATE AND RIPRAP INSTALLED TO PROVIDE FOR FILTERING/DETENTION AS WELL AS OUTLET STABILITY. THE SMALLER STONE SHALL BE VDOT #3, #357 OR #5 COURSE AGGREGATE (SMALLER STONE SIZES WILL ENHANCE FILTER EFFICIENCY) AND RIPRAP SHALL BE "CLASS 1." FILTER CLOTH THAT MEETS THE PHYSICAL REQUIREMENTS NOTED IN STD. & SPEC 3.19, RIPRAP SHALL BE PLACED AT THE STONE -SOIL INTERFACE TO ACT AS A "SEPARATOR." THE CREST OF THE STONE OUTLET MUST BE AT LEAST 1.0 FOOT BELOW THE TOP OF THE WIRE -SUPPORTED SILT FENCE TO ENSURE THAT THE FLOW WILL TRAVEL OVER THE STONE AND NOT OVER THE FENCE. THE OUTLET SHALL BE CONFIGURED AS NOTED IN PLATE 3.12-2. 9. MAINTENANCE:SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. A. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. B. SHOULD THE FABRIC ON SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. C. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN VOLUME OF THE 'WET STORAGE OR EMINENT FAILURE IS EVIDENT. SEDIMENT REMOVAL FROM THE AREA SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. D. STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR (REPLACED. E. THE STRUCTURE SHALL BE CHECKED REGULARLY TO ENSURE THAT ITS CENTER IS AT LEAST 1 FOOT BELOW THE TOP OF THE FENCE. F. TEMPORARY STRUCTURES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. w V) L7 ry Z Z - < Z M > 0Q z °= < I— nC 0 r Q ui 1—Z >' Q O r3� 111 w Z O CD N � t) � rl LIS <w�a O ui �- ry IW_ �:dQCZZZ< w w = n Q 0200 Q < 0 > 12 w z 0 CL V)V) W Z 0 0 �i y Q r� N V) z aj r o cn U .L -D J F- Lim o_ W bi Dj W 0 w t W wW ol:� v) SHEET ft, y 1 E -yc (NEW) PUMP HOUSE GENERAL NOTES: la lamn A. PHOTOMETRICS ARE FOR TWO 2000 LUMEN LINEAR LED FIXTURES MOUNTED TO CEILING OF OPEN WALL AREA. B. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. M3 4/31, NO DAIMMIJOKWOO J C j. 0 o CEILING HEIGHT 643.83 EAVE HEIGHT — 643.5 0.0 FIXTURE DEPTH = 3.74 0.1 0 2 0.0 ----------- ��rcr�rK'M`r•AK 0 0 0 0. n Y. 0. 0 0.0 . 0/ SITE PH'u-""TOMETRICz`:5" 0 10 20 111=10' fA L1TJVL7AWA1A LAGNAZIM4 FEATURES &SPECIFICATIONS INTWED USE —Ideal for use In applications where smart, fixtures are d Typical applications Include transit, parking garage, awnings, cold storage, fond processing, schools, hospitals, cafwashe5, natatoflums and exterior environments where moisture or & concern. Certain altborfle contaminants an diminish integrity of attyllic. CIjgh hg assembly to streamline Installation process, Polymericlatcheipositivelyattach tohowIng and keep from becoming a hindrance during Install. N%"AW2 0PTICS ® Injection -molded, acrylic lens (,080" thick), prWdes high comparable to UM 100% DP. F1 rated for outdoor use, lenses resist breaking, yellolpting or becoming brittle over time. OV stabilized polycarbonate diffuseravallable (.OW thick) In dearor frosted foradditional Impactswrigth. Polycarbonate loen5 isticommend for lowermounting heights where vandal protection Isdesired. ELECTRICAL — Tool- less one piece optical assembly combines LEDs and lens into one component. Optical assembly easily connects to housing with plug and play harness, eliminang time comuming wlring connections, LEDdrivers; consurnes 40 input watts maxi mum and offers 146 dimming standard. Integratsurge protection tested In accordance with IEWANSI C62.41.2 toindustrial standards 6413K L85 at 60,000 hours, INSTAUATION Twoe-plete design rakes Installations faster than ever by simplifying wining connections. Powit connection Is wity accommodated through pre -drilled holes at each end, Optional wet location fittings available for maximum flexibility. " on Stainless steel (4316)suffa(e spring-triounting brackets vilth ball wires standard (I Included) allowfor %&999�� ceiling, wall or suspended mount. Swivel stem(provIded by others) when pendant mounting. Factory Installed junction box option accommodatesup to 4X4 siiid boxes and Includes Integrated gasket to maintain wet location listings. Quick Mount Bracket 0413) ships Installed on fixture and Is recommended for fastest surface mount Installs, Ideal for endto end Installations otia(gerlobs, LISTINGS ® (SA Certified to UL and C-UL standards for ambient temperatures ranging from -401 (-4VC) to 1041 (WC) (see Opermlonal Data chartfor actual'temperature rating per lumen package), Fl rating makes lumlnalre suitable for wet locations without covered cellings, NEMA V rated. I? ratings; IP65 and IP66 rated, 1500 PSI hose-dovin, 1,15f listed for Splash Zone 11. DesignLights Consortlum4 (DI.C.) qualified product, Not all versions of this product maybe DI.Cquallfied. Please check the OK Qualified Products List at'*ww.d9QnIIgh1:g,oe91QPL to confirm which versions are qualified. WARRANTY — 5-year limi-ted warranty, Complete warranty terms located at and Unditlonsasox Amblint temperatures that exceed 1041 (40'C) will result In reduced life and will void warranty. Noto,, Actual performance may differ as a result of end -user environment and application, All values are design or typical values, measured under laboratory conditions at 2 5 11(' 5pecifi(adons subject to change without notice, DIMENSIONS All dhnm3ons are shown In Inch -As (ceht[rnfts) 24,0 (6196) unless otherwise noted. F PHOTOMETRICS Consult W11:11 your sales 0MV12 LED vict L24 24" 2004LM 40001uawns ACL Acrylic MD Wdluill location 300OLM 3,000 lumeru AFL Frostedauyllc distribution WD Wide PFL Frosted distribution OPERATIONAL DA 200OLM I 18 I-20'Cta40°C 300OLM i 1 27 1 -20'C to 40°C 4000LM I I 40 1 -400C to 40°C 2419 2481 2536 2661 3493 2572. 3651 3831 4631 4151 4855 5094 DMW2 L24 40GOLK0 PCL MYOLT 'I ZO-2T/V OZ1 1% 30K 3000 K Will 80 (M 120V dimning 339 3500 K NEM 90 CRI 240V I SOK 5000 K 277V 347T 48OVI 2419 2556 2612 2740 3587 Wo 3761 3946 4770 4893 5001 5247 1-3 2f 8 la m p 2-32TB lamps 3 -3 2 1`8 Lamps, 2-541`5110 lamps VIM Page I of 4 Lo O to O 00 zE Ld 'Qo ' LIJ V) ry Z < 1 O Z LU > 0 0 n r— i­ < � G� [L — 0 < LU > n C:) 0!LIJ� < =5 n z O LLJ V) ry Lij Ili P_ < 0 U Lli o— n ry < 3� n uJ Lj V) Z < LLJ LLJ 7- < < _J IL < 0 LIJ ca I < � z z < 0 z < > CY) r-, M M C:) Ld U) z 0 > C14 CK 0 0 0 z LLJ M Z Ld Q 0 Ld M -0 _J Li 0 Ld LLJ U Z GJ 0 D V) LLJ 01.f V) V) LLJ Q� 0 V) n C:) C) SHEET 12 of 12