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HomeMy WebLinkAboutSDP202100056 Plan - Approved 2022-07-15SITE DATA OWNER: RIVANNA WATER AND SEWER AUTHORITY PROPERTY SIZE: 1.60 ACRES PROPERTY ADDRESS: N/A PROPERTY INFO: TAX MAP 32-041 A2 DB 4912 PG 328 PARCEL ID 03200-00-00-041 A2 ZONING: RURAL AREAS COUNTY: ALBEMARLE STATE: VIRGINIA MAGISTERIAL DISTRICT: RIO DISTRICT OVERLAY DISTRICTS: ENTRANCE CORRIDOR - AIRPORT IMPACT DISTRICT WATER SHED: POWELL CREEK - THIS SITE IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED ENGINEER: SHORT ELLIOTT HENDRICKSON INC. 3535 VADNAIS CENTER DRIVE ST PAUL, MN 55110 SURVEYOR: SHORT ELLIOTT HENDRICKSON INC. 3535 VADNAIS CENTER DRIVE ST PAUL, MN 55110 DATUM: HORIZ: NAD-83 VERT: NAD-88 MINIMUM SETBACK REQUIREMENTS: 75' FRONT SETBACK 25 SIDE SETBACK 35REAR SETBACK HEIGHT OF PROPOSED STRUCTURES: PROPOSED PUMP STATION AND GENERATOR ENCLOSURE: PROPOSED FOOTPRINTS: PROPOSED BUILDING FOOTPRINT: 1,200 SF (0.028 AC) PROPOSED GENERATOR ENCLOSURE: 750 SF (0.017 AC) PROPOSED IMPERVIOUS AREA: 7,276 SF (0.17 AC) TOTAL SITE FOOTPRINT: 69,714 SF (1.60 AC) OVERALL PROJECT LIMITS OF DISTURBANCE: 1.20 AC PAVED PARKING\VEHICULAR CIRCULATION: 6,450 SF (0.15 AC) PROPOSED PARKING SPACES: 4 um EXISTING TREE CANOPY: 1.54 AC (96 %) EXISTING TREE TYPE: MIX OF DECIDUOUS & EVERGREEN PROPOSED TREE CANOPY: 0.51 ac (32%) EXISTING TOPOGRAPHY PER SEH SURVEY DONE NOVEMBER 2019 3 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT A A%lISIW��= PLANNING/ZONING i ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT � 1. SITE PLAN SHEET LIST SHEET NUMBER SHEET TITLE � T01 COVER C08 EXISTING CONDITIONS AND DEMOLITION PLAN C09 SITE PLAN C12 PUMP BUILDING AREA GRADING PLAN C14 UTILITY PLAN C15 LANDSCAPE PLAN C16 RIVANNA WSA GENERAL NOTES DC01 PUMP STATION SPECIFIC DETAILS DCO2 WATER MAIN DETAILS DC04 FENCE DETAILS DE1 PUMP STATION -SITE PHOTOME7RIGS DE2 PUMP STATION -SITE FIXTURE CUT SHEETS Submittal 'type Reviewed and Approved by the Community pevel(pment pepartment DateFil gIgnature rj 'fish �w� �k l Ana,c..ua�.w..ru...exrvs.�w_wew�v,wr:�,c� / 0 � v) O .-I O CL 7 re- CA Ole n�y[+ �j z > I <� LN c le g� 11A uj Lu Lu �.� 7e.t�n j �m <f ) L V� < , i r L = Ez o . :D � r ru opt_ Z cp � J El: U j Z �= `'I LU ) S v) r n U cis `f Lu w Ery W Lu ui 0 -r SHEci MA SITE DATA EXISTING/PROPOSED ZONING: RURAL AREAS DISTRICT MAGISTERIAL: EXISTING/PROPOSED USE WATERSHED: OVERLAY DISTRICTS BUILDING SQUARE FOOTAGE: RIO DISTRICT PUBLIC WATER FACILITY POWELL CREEK NOTES: CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FOUND ON SITE AS PART OF WORK. ALL TRASH AND DEBRIS SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH STATE, COUNTY AND LOCAL REGULATIONS. 32-41 A3 DAVID P. TURNER & THE MARKET PLACE OF VIRGINIA LC (D.B. 4151, PG. 310) ZONING: RURAL AREAS 20 0 20 40 ENTRANCE CORR[ DOR-Al RPORT IMPACT DISTRICT i scale 1,0 feet CD 101 PROPOSED WATER PUMP STATION - 1,209 SF co &) T GO �-) cd:), COVERED GENERATOR PAD - 769 SF ID (b - C) ro I (C) (D 6 8 CD ------ CD CD 0 CD VJ t- (p C� Lr) 7--t­ SETBACKS: 250'MINIMUM FRONTAGE ALONG EXISTING PUBLIC ROAD 150'MINIMUM FRONTAGE ALONG INTERNAL PUBLIC ROAD L-4— OR PRIVATE ROAD 75'FRONT SETBACK 32-41AI 25'SIDE SETBACK LEASE AREA N 35'REAR SETBACK J, -A CROWN COMMUNICATION INC (D.B. 4151, PG. 310) (V ux FRONT SETBACK NOTE: FRONT SETBACK SHOWN IS 75'FROM EXISTING PROPERTY LINE QD IN, _H" RUNNING ROUGHLY PARALLEL TO EXISTING BERKMAR DR RIGHT-OF-WAY. PROPOSED ZONING: RURAL AREAS REMOVE EXISTING �z,,v "A",& tttg i I M mg -OF-WAY ,pum �kg BUILDING IS ALSO SET BACK AT LEAST 75'FROM THE ANTICIPATED VDOT RIGHT �w �p um TRASH/DEBRIS .0_ 2, N FO BERKMAR DR. -t,� U"'T"'M j gtg NO, T x CONTROLP Jill I 1 11 NAIL N 3935942. - I - - I KWA 61 'gv 10 E 11500310.4600 1 01, ANTICIPATED VDOT GRADING EL 608.53 EASEMENT (TY 32-41 H 1 it P) PIMA 0F X - "' N ,.\,,f,�,,x'X6,, 'P Phl STORAGE MANAGEMENT I LLC I T </ (D.B. 1921, PG. 423) 01-, TED VDOT i1dy \ZONING: HIGHWAY COMMERCIAL ANTICIPA AI N� "it Av� RIGHT-OF-WAY ul�i�,�,� EXISTING AT, CELL TOWER a Al PSI 4 "'q vg­ pj ­u z go , a '44 1-v CD Lo 4� �4 0 CONTROL POINT NAIL CONTROL POINT -v` tl 'Raw, I T I NAIL N 3935877 7030 E 11500340.2300 '2k N 3936050.7740 �Iov _0 u, Lo g� 32- EL 599.30 E 11500044.1500 u RIVANNA WATER AND SEW m EL 625.58 AUTHORITY (D.B. 4912, PG. 328) "A w I co CONTROL POINT MV, 0 T &,w4gp ka CONTROL POIN NING: RURAL AREAS A A,4� 1 1 1 NAIL NAIL 0 N 3935996 9300 7, 41 AIM co V Ell 22 K! E 11500294.3600 0 Al 4T_ N 3935880.3250 "RR 500080 00 0 V, EL 626.20 lz \��,, M, w E EL 605.11 Lo A g, CONTROL POINT K41 NMNAIUM�1510l CD WUIM� A 0 Hill J) N 3935898.4050 U) ffil R q M, g- 11 500220.b I UU g A 01\ R ng� "N! 2K EL bl�5 . 14 g W X 0 lg 'k i""N A, gg "T'10 f A: LEAR & EXISTING WOODED AREA X APPRC _0 - I p'� MIX OF DECIDUOUS & 32-41 D2 j Ni 01 ggg," L0 EVERGREENTREES MICROAIRE HOLDING fit, (A 7- 1_%� 0) g COMPANY LLC W (D.B. 5240, PG. 170) c 'K ZO vu w p NING: LIGHT INDUSTRY m ds, Kfi§ mum L6 4, 'm '7 ol 00 "j, ­v 51 C) § — — — — — — — - mAl", 10 x 7 7 t9i,`01 't gm , ­1­1""�, " A- -40 E L M . - PC ------- --- 'x (y X 11 ................ CONTROL POINT HYDRANT TOP NUT (No NA (Cc) 0/ EL 616.83 Lo C,4 Z' A CD CONTROL POINT, C.T) I-C) CA Lp NAI L C9 (6 Lo 9 (9 dj j (0 0) EL 621.31 'v ' 0 0 C) Z) 0 CC) C3 J "0" 00 ()(p (P (0 (D (L) 0 CY) 0) ADDITIONAL GRUBBING REQUIRED 110 1p (0 Lo FOR GRADING ADDITIONAL GRUBBING REQUIRED N� REFOLIATE PER LANDSCAPE PLAN FOR GRADING 00 1 Xe I REFOLIATE PER LANDSCAPE PLAN < 32-41 R Lo 32-411 R L.0 POST OFFICE LAND TRUST; POST OFFICE LAND TRUST; CHARLES VVM HURT & SHIRLEY CHARLES WM HURT & SHIRLEY FISHER TRUSTEES 0 CIA D.B. 1661, PG. 116) FISHER TRUSTEES (0 LLJ I I I I \ \ \ \ (D.B. 1661, PG. 116) 'ZONING: PLANNED DEVELOPMENT co ZONING: PLANNED DEVELOPMENT1 > MIXED COMMERCIAL MIXED COMMERCIAL (1-1 C) C-1 L z s 4: lu 0- 0 < V) - - 0 A!, tip 0 <U 1:,--) 0 L 0 JJ 0 z no > 0 >: z LLA z 0 0 0— LLA 0 W z Lu z 0 U 1.11) V) ui Z 0 C) V� Uj LU C�l co C-4 V) (j Fp �2LU .- 0 'C'O- Lu Ce U - z LLJ V) V) (D < L, , 0, V) LLJ E,-- V) fv a- �02 n 0 z U) Z Z 0 I-_ a,— n < z z Cl- 0 0 :?- F__ 0 0 Lil (D j­- (1) z :�j D_ 0 LU -LLJ w SHEEI LU U) 0 0 ca IN 00 CD (Y) ry q) rn C) U) Cu LO M C\l 00 CD Ln (1) ry ry In x 2E a_ Q. LU 00 U LU 0 ') 0 0 v) C,4 0 j < c5 0 0 '0 aj LU z tie 0 LU ce Z Lm z 0 Lu rid I 00 Z W < N C) -j (D LU CL w V) z L- V) Lo < z 7) V) :D 0 b Z [if i= C� LLJ cv-to < -L7 0 LL- LLI v) LLI G� 0,-, 0- -V-) Q C-1 r 0 z 0 z Lu CL n 2 w ui F CL U) SHEET Ml�, ��11�5�aod"� r_ rl 47 re 1) LLI o 0 o u(D U vi 4i rj r L G C O o u < 4 L � U m n 2 - Lmr..s.amwsuwwoc - -- xma.m-- 0 �J V) v 0 O <J 0 N LU Ke rrryy MAI w, w iQ CL .r � cco �1 Z c�J ;- •:� co 4 r` j ED L w n Q- -, n �- Lij ;Q �) L0 (J N LL. 1 U •ti � T LL! U- '— <( �- Ll! 't u! U Cj U.1 V _ K'' L LLl r cn 1.1- CZ cn CY Q_ v) 0 our..wu.�:rnuw:wix.wr sawa;;.s..•::- c�rxx:+urxrc.:+.xr:,r•«w N (J) < Z LJ �CE �Z 0 z n- wI��J` z �` CL n Q ll v=iCLCL� 'WW o1,\owfx z O r) VJ z LL yj O W z A 4 pIle EU2wj Savo .4�Myay� 6�+�� LU .`- on '^�ag M�� oldd V) CO CO T N r. -LLJ 1 �� z t= U ::D v L O > O L V) L!J > tL LLu n- U Z Z ! f LU --) to �)O� �< v n U v ccz o S'rIEET County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp HI-284-111-297 for complete specifications) L The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Gracie changes requiring tree wells or walls; PLANTING LEGEND ANTICIPATED HEIGHT ABBREV BOTANICAL NAME COMMON NAME SIZE ROOT NO. TO BE PLANTED TREE CALIPER (AFTER 10 YR) VP PINUS VIRGINIANA VIRGINIA PINE 6' - 7' B & B 27 1"-1.5" 14'-17' I / I I I i c0 o © � c I I / t 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP) I I 10.0' (TYP) g P< A - --� _ I I I I I I I I I 9. Tree Wells: / _. -- �-' `�. VIRGINIA PINE , �� IN l { (- - ► I -� -- } i C 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 / / 6'-7' - B & B For approval. / ! t � TYPICAL 10. free Walls: / - Y Y Y Y1 Y 1 N cv '~ '0 a7 ce co Q I x ❑ When 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 / / "' / t `�� �' I I for approval. �' o It. Trenching and Tunneling: co ,�' � i- 1 I j I I 1 I ► �� 11�� I I 11 � \ �, ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 1 / /�' // // �»IJ l �� // / ! I 1 I I 11 `I ` �' I, �t 1 i` 85 FT LON \ i ❑ Protective fencing shall be the last items removed during the final cleanup. to D `'I 1 LEVEE SPREP,DER \ 10,�0� ��� I (0�► � I � � i l\ 13. Damaged Trees: oCD!, ��� 1 I I of ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. / / / / { / / ! I I / J f of c(o C° ! c° I I I I 0 ( I • NOTE: IT ISTHE DEVELOPER'S RESTONSIBILITY 'TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / / <� // I� IX REQUIREMENTS.CD EXISTING I / Ii ! 1 I I I / I J 1 / 1 I { I� 1 I` I I i t \ I I ► I I I / f CELL TOWER OWNER SIGNATURE (DATE) jj / // ! / II I X I ! ,I SPACE FOR ANTICIPATED FUTURE GROUND STORAGE TANK (TYP) ! t ! I I I I I I I I CONTRACTPURCHASER URCf-IASER SIGNATURE (DATE) GENERAL NOTES: + 1 , ' 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE // / / j / <v I �� L+ <o cps `!� �' / �. ` I I 606 vl ! � I I I I I I I I I I ENTRANCE CORRIDOR SHALL BE ELIMINATED. �6 )�3. / / �, f �i cp`�' I r`p� c� c? / I J J { I 606 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ! ( ° _ / I f ! J J J J / I bn5 0 I I I �.., ,� / / ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE ! I ANTICIPATED VDOT GRADING I / / l % f I ! l ! ! l i I J I I i��� I 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP) I HEIGHT; THE TOPPING OF TRESS IS PROHIBITED. { EASEMENT (TYP) �/ / I I / / I / J J / { ! / / J l I I �� ' c SHRUBS AND TRESS SHALL BE PRUNED MINIMALLY AND ,° D °• / j I I / / I l 1 ! ! / / / I i o 11 / cs ONLY TO SUPPORT THE OVERALL HEALTH OF THE ANTICIPATED VDOT / j I I ® / / ! I ! / `° 1 i 0 I I I I 1 I I { PLANT. ` 1 I I 1 / _� / I / / j 1 / ! / / 1 , t / , RETENTION BASINS ! { { RIGHT-OF-WAY / TREE CANOPY: I I EXISTING TREE CANOPY 94% (1.54 AC) PROPOSED TREE CANOPY 32% (0.51 AC) PRE -CONSTRUCTION NOTES: I 1. TREE PROTECTION ZONES SHALL BE ESTABLISHED TO MINIMIZE SOIL COMPACTION, AND ROOT STEM & BRANCH DAMAGE DURING CONSTRUCTION. 2. PLASTIC FENCING MEETING THE REQUIREMENTS OUTLINED IN CHAPTER 3.38 OF THE VIRGINIA EROSION AND SEDIMENT \ CONTROL HANDBOOK TO DEFINE THE TREE PROTECTION ZONE AND LIMIT ACCESS. 3. INSTALL TREE PROTECTION FENCING ALONG PROPOSED CHAIN } ' A LINK FENCE ALIGNMENT, FOLLOWING CLEARING & GRUBBING I ACTIVITIES, AND ALONG INTERNAL CLEARING & GRUBBING ' LIMITS. I I I I { I { I I { { { { ❑ Proposed trenching or tunneling beyond the limits of clearing..- I t I { I { 2. Markings: ❑ 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 by a County Inspector. 3. Pre -Construction Conference: ❑ 'Free preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ,' �f I / ~ J ' % { I I ) I I I , tl I I I I I I { { { 20 0 20 40 ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. scale 10 feet % I 5. Soil Erosion andStormwater Detention Devices: / �-- -' %'' I 0 C"I � ❑ Such devices shall not adversely affect trees to be saved. / / "' I I t9 co �' �� m # I I I I I I I I I I ( I I 6. Fires: / / / / I ( ! - -, 10 0' (TYP) I ± `i7 (0 co ua © a � 0 ,�� ' 11 ❑ Fires are not permitted within 100 feet or the dripline of trees to be saved. 7. Toxic Materials: ' ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 Feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencin shall be in lice and shall be ins ected and a roved by a County Inspector prior to grading or construction / 4. PRIOR TO GRADING, FREE FENCING SHALL BE INSPECTED AND I \ APPROVED BY A COUNTY INSPECTOR. I I .-CONSTRUCTION NOTES: ® t I / 1. TREE PROTECTION ZONES SHALL BE INSPECTED AND I MAINTAINED ON A DAILY BASIS. •2. NO CONSTRUCTION EQUIPMENT, SUPPLIES OR DEBRIS SHALLBE M ~ �3. ALLOWED IN TREE PROTECTION ZONES. GRADE CHANGES AROUND TREES SHALL BE AVOIDED. IF THE GROUND LEVEL MUST BE RAISED OR LOWERED WITHIN THE DRIPLINE OF A TREE, A CONSTRUCTION DETAIL FOR A TREE �\ WELL OR TREE WALL MUST BE SUBMITTED TO THE COUNTY FOR f APPROVAL.- 4. DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST.r- .15. REMOVE AND REPLACE TREE PROTECTION FENCING WITH j PROPOSED CHAIN LINK FENCING, WHEN ABLE. PROPOSED ° CHAIN LINK FENCING SHALL SERVE AS TREE PROTECTION FENCING FOR REMAINDER OF PROJECT, FOLLOWING REMOVAL ti OF TREE PROTECTION FENCING. -POST CONSTRUCTION NOTES: 61 1. REMAINING TREE PROTECTION FENCING SHALL BE REMOVED. 00 � ICI} I 1 I I � I a 'N' A ' I 00 J l l/ JJ JJ l I I L J N f-_---%j I / / l l / JJ / ! // / 1 1 01 I (N I SEE APPROVED WP0262100035 1 {{ I / I/ �1 / / I l / / 1/ 0 \\ ' J 1 I � ( FOR PLANTING DETAILS ! -,-.- 20.0' UNDISTRUBED LANDSCAPE BUFFER (TYP) !o { f{ i{ ! 0 I I I I $ I I ! - / ► / / ,J l l l I l J J J(D 0{ ' w'�' -. ;.. / :•�I . I / l i I l l 1 / 1 b; y' CD >�k - ! / I 1 1 J / J I 1 I / / / /! j ! ! 11 / I JJ I! ! �� / / i ! '05 J II ! ! '.a % �l l ! I l J! o 0)) 0 0 0 0� coo /LEV LS85 FT, O READE W " ' co co co (0/1� �CDfl CCD 1 0� o� / I F� 1 CO W 6� l 1 I cn c-° N ' } / /� / •' / / ! I J �c32 (TYP). 4� 3 _.,5.0' (TYP) jr X_ /-r, <ti J- 'E (b 4 R / � i J III / ✓ // // °'/ // / / / X�rr,�/^ 'a�► /}; / �, ✓' `_--� /mil -- I--- ` --r_ + _�_ C 1 z / -7 / J / ' / / / h / 7N 5;0' UNDISTRUBED LANDSCAPE BUFFER (TYP) 59.1 - - J / / / %� _ I I I I 1 i �� { ! i���, °)-�".- �, V.f/ / l �,'�61 ;, r,�/ �,d._,1° -.�� y 6; �, `�, <_ �6 / I J J ! I / 1 1' cP o c '�ry cs, ,.- �.- i. I l 1 l ` -• .. / / % ,- _ _ --- ..- ,.. ,.. ,-� � % % ,,. / // / ./ / / / 1 / IJJ / / ! I 1 ', 1 1 � l � -_. 1 / / I / / / / s° ,, ,_.._ - - ...-- ,,,,- ,. --,,.. % / / � -- % --• s �„ ...- / _ .- 1,,, / f / / I � I I 1 1 i � / °41h�� VA A 3 �}yyy g L.,ASY" 0 •� ry Ll Cz ZRI me ,� °' 0 a. s� Z LLA f �. IAJ � N ? L o t7 CO cry (D `! W LL, . V) - U z ,; L U_ U r V) G < T z n ca � Frt] t� U_ (L W ❑ Z G w o u n.l VI 0a� Lv < V) LU C! V) CL CL. V-> SHEET CiJ wa- EXISTING RIGHT OF WAY PERMANENT EASEMENT PROPERTY LINE Qxx HORIZONTAL CONTROL POINT BENCHMARK ® SURVEY MARKER SOIL BORING SANITARY SEWER AND MANHOLE Fib FORCE MAIN AND LIFT STATION SANITARY SEWER SERVICE & CLEANOUT WATER MAIN, HYDRANT, VALVE AND MANHOLE WATER SERVICE AND CURB STOP BOX STORM SEWER, MANHOLE AND CATCH BASIN , °`- CULVERT AND APRON ENDWALL - GAS MAIN, VALVE, VENT AND METER HANDHOLE - 0 -- BURIED FIBER OPTIC CABLE AND MANHOLE T-BUR --- 0 BURIED PHONE CABLE, PEDESTAL AND MANHOLE - TV -BUR TV fV TV BURIED TV CABLE, PEDESTAL AND MANHOLE --------------° -�• t9--�--0- BURIED ELECTRIC CABLE, PEDESTAL, MANHOLE, TRANSFORMER AND METER OVERHEAD WIRE, POLE AND GUY WIRE - LIGHT POLE TRAFFIC SIGNAL - STREET NAME SIGN - SIGN (NON STREET NAME) RAILROAD TRACKS It 6" DECIDUOUS AND CONIFEROUS TREE xx BUSH / SHRUB AND STUMP EDGE OF WOODED AREA WETLAND BUILDING FENCE (UNIDENTIFIED) BARBED WIRE FENCE CHAIN LINK FENCE ELECTRIC WIRE FENCE WOOD FENCE WOVEN WIRE FENCE PLATE BEAM GUARDRAIL CABLE GUARDRAIL POST / BOLLARD -"V-V—V—V—V-'--V—VV—V— RETAINING WALL 6+00 ..f0 STREET CENTERLINE -I- RIGHT-OF-WAY - - PERMANENTEASEMENT - TEMPORARY EASEMENT ----------------- CONSTRUCTION LIMITS s SANITARY SEWER, BULKHEAD AND MANHOLE FORCE MAIN FM i SANITARY SERVICE AND CLEANOUT WATER MAIN, TEE, HYDRANT, BULKHEAD AND VALVE '11 H FD WATER VALVE MANHOLE, REDUCER, BEND AND CROSS WATER SERVICE AND CURB STOP BOX ---�--0 STORM SEWER, MANHOLE AND CATCH BASIN 'v CULVERT AND APRON ENDWALL DRAIN TILE �- �- DITCH / SWALE RIPRAP -- STREET NAME SIGN SIGN (NON STREET NAME) RETAINING WALL MISCELLANEOUS PROPOSED WOVEN WIRE FENCE XWW WOOD FENCE XWD ELECTRIC FENCE XE CHAIN LINK FENCE — XC BARBED WIRE FENCE FENCE X GUARDRAIL TV -DUCT TV DUCT TV CONDUIT TV -OH TV -OH OVERHEAD TV T-DUCT — PHONE DUCT PHONE CONDUIT T-OH T-OH PHONE OVERHEAD OIL PIPELINE -- OIL NATURAL GAS MAIN G FO-DUCT FIBER OPTIC DUCT FIBER OPTIC CONDUIT FO STEAM #�t NOTES: TREE P :(_JTECTIO N FENCE, EXSTING TREE tETAL T' P ST 0P MK EN 2 X 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. FEN IN.0 F EIRl_ ORANGE MIRASAFE 4_2 TO MIRd.FI MI A.`_-S,AFE OR AN APPROVED EQU44L .STAPLE • O, 'VERTICDAL 2X ", C 11E TO METAL ' POSTS. MAINTENANCE REQUIREMENTS: 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/PARA PROTECCION DE LOS ARBOLES/ PROHIBIDO ENTRAR" 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, CUTOFF DAMAGE AREAS CLEANLY AND KEEP -EXPOSED ROOTS MOIST BY SPREADING 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. vL z ;_, U a v� V) z o 0 1 c O z rjL- O e n s O i_ a N2 e W1 i;_ ` > E z .dtca�nakvs��ua�uata+u�umxftM'L:.zyM,([. J 1 0 .X U ` Q , LYa U Cyr U .Z -- y LL' c� v v> O v, oo� cn W CZ v, o� n.. 2 C] Cl :J u 0 Q U- 5 u LL co rn z _..; LU W � � c� CL� SHEET D C' " 0_'� WIN EXISTING GRADE - RESTORE ALL DISTURBANCE DUE TO INSTALLATION IN -KIND WATERTIGHT FRAME & COVER COVER TO SIT FLUSH WITH GRADE RINGS MAY BE REQ'D (12" MAX.) 12" MIN. - 15" MAX. SEE NOTE 3 rr�rT�rT�mm=�i>r�-ml a a , `�-,�-r�mrrIrTIYm 4 60" 10" TALL ARV ASSEMBL 2" BALL VALVE 2" BRASS PIPE NIPPLE DOG -HOUSE SECTION: BETWEEN CORP STOP ALL VOIDS TO BE FILLED AND BALL VALVE WITH BRICK &GROUT 2" NPT CORP STOP NO. 57 STONE TO---- -16"/24" x 2" BASE OF CORP " "U TAPPING SADDLE v 6 MIN. � ° RWSA 16"/24" WATER MAIN v MH SUPPORT BLOCKING v v v v v v v v v (TYP QTY - 2) 6" MIN. 18" (TYP) NOTES: 1. CONCRETE SUPPORT BLOCKING SHALL BE OF SUFFICIENT LENGTH AND WIDTH TO OVERHANG MANHOLE BY 6" AT ANY POINT. 2. ARV SHALL HAVE A 1/2" BALL VALVE INSTALLED ON FLUSHING PORT. BALL VALVE SHALL BE ACCESSIBLE FROM MANHOLE LID. 3. CONTRACTOR TO VERIFY MANHOLE SECTION HEIGHT BASED UPON TEST PITS. MANHOLE SHALL BE SIZED SUCH THAT THE TOP OF ARV (WHEN INSTALLED) IS 12w - 151 FROM COVER. mill pi ;a iram I NOTE: HYDRANT MUST BE EQUIPPED WITH NATIONAL HOSE THREADS (NST) MUELLER 5 -Y4" FLUSH TYPE FIRE HYDRANT OR APPROVED EQUAL FLUSH BOX LID -� VALVE BOX z 6" GATE VALVE W/ MJ RETAINING GLANDS 7 CU. FT #68 STONE da a k a. 4 ,. '4 . . 2500 P.S.I. CONCRETE BASE ANCHOR THE VALVE TO THE HYDRANT AND THRUST WITH 2 - 4" THREADED RODS BLOCK AGAINST - (GALVANIZED OR ASPHALT COATED) UNDISTURBED OR 4' MIN IN ADDITION TO POURING CONCRETE, COMPACTED A STEEL PILE SHALL BE USED AS AN STABLE SOIL STEEL PILE ADDITIONAL SUPPORT WHEN SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE A STEEL PILE SHALL BE USED AS AN ADDITIONAL SUPPORT. NOTE: 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. 7. BOX AND LID SHALL BE VEHICLE RATED. s PLACE 5' CONCRETE "WITNESS" POST IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY (D DEPARTMENT APPROVAL. FINISHED GRADE -� z II II II - II N II II It II z N U N WATER 2500 P.S.I. CONCRETE THRUST BLOCK 0 L: :1 12" MIN ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. REVISION May 2009 DRAWING NUMBER: DATE: TYPICAL GATE VALVE SCALE: NOT TO WATER � 6 SCALE RIVANNA WATER AND SEWER AUTHORITY TYPICAL FOUNDATION ROCKY FOUNDATION MATERIAL INITIAL BACKFILL N. 6" BEDDING 38 OR #57 STONE UNDER -CUT CONDITION x E NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270-) 18"-22" VALVE BOX 7 CU. FT. J� #68 STONES r( .ti%' N OTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE:. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE. ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL i FOR ALL BENDS N.T.S. FIG. IN TD-8 45' MAX. 0 5' MAX PLUG'f�I 2 1 'I . I 1 � 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. VG AS JIBED 24'�MIN INITIAL BACKFILL 4'�MI MIN. 6" 45" MIN. 45' 12" 12" 12' 12' BEDDING MIN. MIN. MIN. 6" MIN MIN. #68 OR T MIN T 0: BEDDING #57 STONE - I SECTION 1- 1 #68 OR ;`y` IjI##Ij''��//''57 STONE 1l ROCK L FABLE SOIL OR ROC NOTES: 1. ROCK SHALL BE REMOVED TO A MINIMUM OF 6" BELOW THE PIPE AND 12" MINIMUM CLEARANCE TO THE SIDES OF THE PIPE. 2. #57 OR #68 STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH TO THE SPRINGLINE OF THE PIPE 3. INSTALL POLYETHYLENE ENCASEMENT, TRACER WIRE, MARKING TAPE AND CLAY CUTOFFS IN ACCORDANCE WITH THE SPECIFICATIONS.. 4. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 5. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE BENCH. GENERAL NOTE: THIS 6. BELL HOLES SHALL BE DUG OUT IN ALL CASES. FOR DETAIL Is APPLICABLE FOR THRUST BLOCKS UNDER 7. ALL INITIAL BACKFILL SHALL BE 21A MATERIAL PLACED AND COMPACTED IN 6" THE ARPS STURCTURE. LIFTS INITIAL BACKFILL SHALL EXTEND TO PAVEMENT OR TOPSOIL IN PIPE N OTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE:. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES } 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE. ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL i FOR ALL BENDS N.T.S. FIG. IN TD-8 45' MAX. 0 5' MAX PLUG'f�I 2 1 'I . I 1 � 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. VG AS JIBED 24'�MIN INITIAL BACKFILL 4'�MI MIN. 6" 45" MIN. 45' 12" 12" 12' 12' BEDDING MIN. MIN. MIN. 6" MIN MIN. #68 OR T MIN T 0: BEDDING #57 STONE - I SECTION 1- 1 #68 OR ;`y` IjI##Ij''��//''57 STONE 1l ROCK L FABLE SOIL OR ROC NOTES: 1. ROCK SHALL BE REMOVED TO A MINIMUM OF 6" BELOW THE PIPE AND 12" MINIMUM CLEARANCE TO THE SIDES OF THE PIPE. 2. #57 OR #68 STONE SHALL BE PLACED AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH TO THE SPRINGLINE OF THE PIPE 3. INSTALL POLYETHYLENE ENCASEMENT, TRACER WIRE, MARKING TAPE AND CLAY CUTOFFS IN ACCORDANCE WITH THE SPECIFICATIONS.. 4. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 5. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE BENCH. GENERAL NOTE: THIS 6. BELL HOLES SHALL BE DUG OUT IN ALL CASES. FOR DETAIL Is APPLICABLE FOR THRUST BLOCKS UNDER 7. ALL INITIAL BACKFILL SHALL BE 21A MATERIAL PLACED AND COMPACTED IN 6" THE ARPS STURCTURE. LIFTS INITIAL BACKFILL SHALL EXTEND TO PAVEMENT OR TOPSOIL IN PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL SIZE OF FEET ( ) cv.YD. FEET ( ) cu.ro. BEND L H T L I H 7 90 2.50 2.50 3.01 0.24 4' & 8' 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 200 2.25 2.50 0.15 11 i/4 1.50 200 250 0.10 90 3.66 3.16 3.21 0.48 8. 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.18 291 2.86 0.32 11 1/4 1.66 216 267 0.13 90 4.83 3.83 3.42 0.83 10' & 12' 45 221/2 3.33 2.33 3.56 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1/4 1.83 2.33 284 0.18 90 6.39 4.82 453 1.83 16' 45 22 1/2 4.37 3.06 4.51 3.25 3:91 3.77 1.01 0.50 4.74 4.62 4.18 1.27 11 1/4 2.42 295 3.77 0.35 90 733 :00 542 5.20 271 18' 22 1/245 5 3.54 5:07 3.66 4.50 4.33 1.50 0.74 5.30 5.00 5.00 1.84 11 1/4 2.78 3.33 1 4.33 1 0.53 90 8.06 5.90 5.44 3.40 20' 45 221/2 5.51 3.90 5.52 3.96 4.71 4.53 1.88 0.92 6.57 5.53 4.70 237 11 i/4 3.07 3.62 4,53 066 90 9.83 7.00 6.00 5.42 24' 45 22 1/2 6.70 4.75 6.55 4.73 519 5:00 2.99 1.47 9.50 6.75 4.00 3.58 11 i/4 3.73 4.30 5.00 1.05 90 14.5 9.50 6.00 10.85 w 45 221/2 10.5 7.00 7.50 5:75 4.68 4.54 4.84 240 120 8.25 4.75 6.53 11 1/4 4.50 4.50 4.51 1.7.0 90 17.0 11.0 7.00 17.18 1. 45 22 i/2 12.5 850 8.75 8.75 5.20 5.04 7.47 3.80 14.0 9.50 5.50 10.16 11 1/4 5:50 5.25 5.01 1.90 SECTION 2-2 LANDSCAPED AREAS. 1. USE MINIMUM 2500 PSI CONCRETE 2. CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO INTERFERE WITH JOINT OR RESTRAINT 8. SILT STOPS SHALL BE PLACED ALONG TRENCH EVERY 400'. HARDWARE. PLASTIC SHEETING MAY BE PLACED OVER PIPE OR FITTINGS TO PREVENT CONCRETE FROM 9. MAXIMUM PAYMENT TRENCH WIDTH FOR ROCK REMOVAL IS 12" ON EACH SIDE ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE PLACED AGAINST UNDISTURBED SOIL. OF THE PIPE PLUS THE PIPE DIAMETER. 3. THE DESIGN ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. REVISION SEPT 2015 DUCTILE IRON WATER PIPE INSTALLATION DRAWING NUMBER: REVISION SEPT 2015 DRAWING NUMBER: DATE: DATE: CONCRETE THRUST BLOCKS AND BEDDING WATER 1 WATER 2 RIVANNA WATER AND SEWER AUTHORITY RIVANNA WATER AND SEWER AUTHORITY SCALE: SCALE SCALE: SCALE PRESSURE GAGE ASSEMBLY 2" BALL VALVE BACKFLOW �PREVENTER (RPZ) I HYDRANT METER FIREHOSE W/ 2" BALL VALVES QUICK CONNECTS -,,-CAP, M.J., RESTRAINED W/ 2" NPT TAP EXISTING WATER MAIN TO BE TESTED NOTES: 1. NO PERMANENT CONNECTIONS MAY BE MADE TO THE FINISHED WATER SYSTEM PRIOR TO THE COMPLETION OF DISINFECTION AND TESTING, 2. THE LAST JOINT MUST BE RESTRAINED OR BLOCKED. REVISION SEPT2015 TYPICAL TEMPORARY CONNECTION FOR DRAWING NUMBER: DATE: NOTTO FLUSHING AND TESTING WATER MAINS WATER ,� SCALE: SCALE RIVANNA WATER AND SEWER AUTHORITY DE VA 6" COMPACTED _ GRANULAR FILL PTH SLURRY BACKFILL - - RIES , OR FLOWABLE FILL 3-1 3+ r ,.2' 2 PAVEMENT RESTORATION ��- (SEE SHEET DC03) TWO (2) INSULATION LAYERS WITH JOINTS STAGGERED WHERE SHOWN ON PLANS '�- 6" BASE AND COVER #57 STONE Rom., - TWO (2) INSULATION LAYERS MIN MIN WITH JOINTS STAGGERED WHERE SHOWN ON PLANS 24 WATER MAIN WATER MAIN INSULATION AND SLURRY BACKFILL DETAIL NOT TO SCALE Lu n �_ p cv U - 6 ) (� "; o _ o ✓Q u, 1v CV 00 f) Z Z - o OD v 4 > Z a v) v1 S t O r C� CY_ F- ry 1 a km `�� '' ' eaw LAU O z V) CV cr) / C'J 1• `� f l 0 O w ,o 'J) N v) S" O '<r o O � o m w U `r Lu Z v w Q -, w y U T 'Z U v c2 - v) c.s.....,..ff,.ieemaowaas..•s..,.:ovn-u -_ L Q D SHEETD Cm 012% *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 I Line Post' (INTERMEDIATE) 12" DIA vv�....,�.� �� 16 DIA — Brace Post Chain Link Fence No Scale SWING GATE FENCE DETAIL NOT TO SCALE Terminal Post (END, CORNER OR PULL) 8 BAR. CONNECT ;TS WITH BRACE J/CUP. RUSS ROD 1 L V II % - 1 lJ LJ lil - PULL, END OR CORNER & ADJACENT LINE POST NOT TO SCALE FENCE NOTES: 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. O v) � V) Lu 1 J W U c G N in y: C,t ,Gp O `� Z - o m V Z n v CZ 02 2 x J n < U ��. I 0 Lu 3 W 3� CA2 LLu Z 0 n_ U V) V) Lu0 V-) W w t n U _j O u .— w 0 <c 6 ry Z L_ v V) �� 3 O 2 r �. m Z �x, m u L_ U t. Z �- o 1i LLJ r Cap LIJ V) u V) asCLZetSL 7 a_ sa:e�C�o[iT�.li)Y4.iOt/CA�KAt.��U6'S.CuY '�Q Q Q SHEET 6�k 6`1l 1y1�a a> W Q N co O (Y) LO r Q O r N O N LO N O r O O L Q r O r r N O N LO N O N (0 FEATURES & SPECIFICATIONS INTENDED USE -Ideal for use in applications where smart, energy -efficient fixtures are desired. Typical applications include transit, parking garage, awnings, cold storage, food processing, docks, schools, hospitals, carwashes, natatoriunis and exterior environments where moisture or dust is a concern. Certain airborne contaminants can diminish integrity of acrylic. Click here for Au ticY Envi;onmentalCompatibilit tableforsuitableuses. CONSTRUCTION - One-piece 5VA rated fiberglass housing with integral perimeter channel utilizes continuous poured -in -place NEMA 4X gasket. Simple two-piece design consists of housing and optical assembly to streamline installation process. Polymeric latches positively attach to housing and keep from becoming a hindrance during install. OPTICS - Injection -molded, acrylic lens (.080" thick), provides high impact -resistance comparable to 10OVo 08. F1 rated for outdoor use, lenses resist breaking, yellowing or becoming brittle over time. UV stabilized polycarbonate diffuser available (.080" thick) inclear or frosted for additional impact strength. Polycarbonate lens is recommend for lower mounting heights where vandal protection is desired. 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, eliminating time consuming wiring connections. LED drivers consumes 40 input watts maximum and offers 1%dimming standard. Integral surge protection tested in accordance with IEEE/ANSI C62.41.2 to industrial standards 6kV/3kA. L85 at 60,000 hours. INSTALLATION - Two-piece design makes installations faster than ever by simplifying wiring connections. Power connection is easily accommodated through pre -drilled holes at each end, optional wet location fittings available for maximum flexibility. Stainless steel (016) surface spring -mounting brackets with bail wires standard (2 included) allow for ceiling, wall or suspended mount. Swivel stem(provided by others) when pendant mounting. Factory installed junction box option accommodates up to 4X4 sized boxes and includes integrated gasket to maintain wet location listings. Quick Mount Bracket (QMB) ships installed on fixture and is recommended for fastest surface mount installs, ideal far end to end installations or largerjobs. LISTINGS - (SA Certified to UL and GUL standards for ambient temperatures ranging from -40'F (-40'C) to 1041(40'0 (see Operational Data chart for actual temperature rating per lumen package). Fl rating makes luminaire suitable for wet locations without covered ceilings. NEMA 4X rated. IP ratings: IP65 and IP66 rated.1500 PSI hose -dawn. NSF listed far Splash Zone II. DesigtiLights (onsor tiun4' (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at vnvw.desigfilials.org�L to confirm which versions are qualified. WARRANTY - 5-year limited warranty. Complete warranty terms located at www.acuit bry ands.romiCustomerliesources/Teens and mnditions.aspx Ambient temperatures that exceed 104°F (40`C) will result in reduced life and will void warranty. Note: 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 25'C. Specifications subject to change without notice. DIMENSIONS All dimensions are shown in inches (centimeters) unless othetwise noted. (14.94) AfAil pq If[ �- ._ 19.50) .___ _ PHOTOMETRICS Please see www.lithonia_com. INDUSTRIAL HOLOPHME LEADER IN LIGHTING SOLUTIONS HLWPC2 Wallpack® Full Cutoff LED E4)� 4.76 2.333 77- f�- r�-11.53 ••{ Note: Maximum weight 221b5. Catalog Number DMW2 L24 2000LM PFL MD MVOLT GZ1 30K 80CRI Type CC1 LED Enclosed and Gasketed RT" cc Wr Orr one N�YED DMW2 Page 1 of 4 Catalog Number HLWPC2 1'10 30K AS'1'2S [3ZSllP PE Notes Type wwT Mechanical Heavy grade A360 cast aluminum (aluminum with <11/5 (apper) Exterior parts are protected by a zinc -infused Super Dut,:�;Ie TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering Mounts to a standard junction box Wet location listed IP65 rated housing, down light only a/4" painted threaded entry(arS" -14 NPT) on each side and on top, accepts?a' and Yz" condiut /4" threaded plugs are painted on each side Vibration testing per ANSI C136.31: 3G rating for surface mount and pendant mount up to 1.5, excludes swivel kit Electrical Certified by UL or CSA Rated for-40°C (-40°F) minimum ambient A programmable electronic driver with 0-10V control leads Available in: 120-277V 50/60 Hz and 347-480V 50/60 Hz, Standard: 3000K, 4000K and 5000K CCT (>70 CRI) Optional >80 CRI (3000K, 4000K and 5000K CCT), 8 week lead-time Optional limited wavelength amber, 8 week lead-time Internally mounted emergency battery backup foroperation in an ambient temperature ranging from-20`C (-4°F) to 30% (86`F), available with P10 thru P40 performance packages, non CEC compliant All surge protection meets ANSWEEE C62.41.2 IOkV/IOkA Standard surge protection is 2OkV/10kA per ANSI C136.2 Optional surge protection is IOkV/5kA per ANSI C136.2 0 tp ical Light engine housing is IP66 rated Acrylic optical system • TypeV: E (entry), M (medium), R (rectangle) &W (wide) • Asymmetric BA Controls Field adjustable output (AO) Button style photocontro) (PE) Motion sensor & ambient photocontrol combination for mounting low (8-15') (MASL) and high (15-30') (MASH) mounting heights Certification and Standards Luminaire is CSA listed, US and Canada Suitable for operation in an ambient temperature up to 40`C/104°F per UL or CSA certification Design lights Consortium' (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.desigrilights.org/ QPL to confirm which versions are qualified. LM-79 compliant The projected LED Lumen Maintenance shall be based only on IES LM-80-08 and TM-21 Warranty 5-year limited warranty. Complete warranty terms located at: www.acuitvbrands.cam/Custoine(Resour(es/Teens and Conditions.asox. Note: 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 25'C. Specifications subject to change without notice. >�td11{v%Bfdl7d5. Holophane 1 3825 Columbus Rd., Granville, ON 43023 1 Phone: 866'HOLOPHANE I www.holophane.cam & 2014-2019 Acuity Brands Lighting, Inc. All rights reseived. Rev.09/13/19 Speciricationsaresubjecttochangewithoutnothce. ADED ?LUG IPT) HLWPC2 Page 1 of 8 DMW2 LED Wet Location iIt I,�s�i ftl{1L.T.inter.. I a ad ti--ill vary danrndinn nn nntinncmlarad rnnadtwithvnnralac ranr"crntative. Example: DMW2 L244000LM MID PCL MVOLT GZ140K 80CRI xh ��:. a?A�L� >•..:.e 5.�.. S B. S.. r.. Ol .). n .: w^ �' '� @. A'a• . -... lam' i��5'� v �,: -Y., �. .:,r 3 .'` 1"^,' �a., ,i .A wt L S .. S',u i a. ,., o.:t? '.��. .: u.. .a. ...�. ..,:. ?� Z ... 3''r` .. k ... r :^•:.JJai . k...f ....t.A: 'J R.',i+3.., ..,�.,. i . i. 9 ... .. ��.. �. "., .....T. ,1 t .v CQio[. Q.a e[in ..• t `'.� a ,,r'.3 e s. 3... ,..:..'� , t •:1:�.. �, , I ax: 4 lu(ne(t�,. �e4,t....;:, ,D s iffu. eC,c st I a .. Lta r er ,, .. ... .,. e ra u 4 t?PNA.• $� : �a..��..�� s .a :wa�•�a�aa:..�.aaba. � .. �QwY��n :. �:u.. ,..:m..,.a,. �vus3.r ✓>w: �a� ..� - DMW2 LEDwet L24 24" 2000LM 2,0001umens ACL Acrylic MD Medium MVOLT 120-277V GZ> 1% 30K 3000K 80CRI 8O(RI location 3000LM 3,000lumens AFL Frosted acrylic distribution 120 120V chiming 35K 3500K 90CRI 90CRI 4000LM 4,000lumens PCL Polycarbonate WD Wide 208 208V 40K 4000K PFL Rusted distribution 240 240V 50K 5000K Polycarhonate 277 277V 347 347V' 480 48OV' SF Singlefusingt' (588 6'BradHarrison 16/3cord andstraight MSII0XAWLIOMD5CXAWL Xpointwireless integral motion sensor, On/ DF Double fusing',' blade plug set, NEMA 4Xrated '' Offoperation for motion sensing, override PS1050 Emergency LED battery track for 0°Cand up C5881.12 12'Brad Harrison 16/3 cord and straight Olfduetodaylight"' (1400lumens)15 blade plug set, NEMA 4Xrated " MSIIONWL Low mount 360 integral motion sensor, wet PMP4X PendantmonopointwithNEMA4Xfitting" CS88R Brad Hanson receptacle for use with location, On/Off operation! WLFEND Wet location fitting (one fitting out end)" (588cord set, NEMA 4Xfated MSI102L3VWL Low mount 360 integral motion sensor, wet WLFEND2 Wet location fitting (fittings out both ends)" NOM Norncenified location, High/Low operation (3 level),!* WLFEND4X Wet location fitting maintains NEMA4x rating TPS Toix110tamper-resistant screws MSHONWLDSCNWL low mount 360 integral motion sensor, wet location, On/Off operation for motion (one fitting out end)" STSL Stainless steel latches sensing, override Off due todaylight' WLFEND24X Wet location fitting maintains EMA4X rating(fittings out both ends) XAD XPointwirelessrela y"'" JSB Junction box 5nap-bracketG1•' QMB Quick -mount ceiling bracket C589 6 white cord, 16/3,noplug, wet location' (5891,12 12' white cord,16/3, no plug, wet location' RK1T>OBITWIPINU Hex -base driver bit, Torx TXIO, for tamper-tesistant screw$ with center reject pill RK1TIODRVU Toix TX10 screwdriver for use with tampei-iesistant screws with (enter reject labs DMW2WLF Wet location fitting DMW2QMB Quick -mount ceiling bracket INDUSTRIAL , 'A - LEADER IN LIGI I'fING SOLUTIONS HLWPC2 Wallpack Full Cutoff LED !lllAt i_t[Illll r + 4.76 2.38 77- ('- 11.33 -I Note: Maximum weight 22 lbs. Notes 1. Utilizes a step down transformer. 2. Must specify voltage. 3. 120 or 277V. 4. 203,240,347, or 48OV. 5. 120, 208,240, or 277V. Not available with cord, XAD, JSB, or PMP4X options. Maximum ambient temperature 25`C. 6. Factory installed only. Not field installable. 7. Not available withPS1050. 8. Not availablewithmrdsetsorsensors. 9. Not intended for wall mounting, Voids IP65 rating and NSF listing. 10. Not available With XAD. Maximum ambient temperature35°C. 11. Minimum ambient temperature -20°C. DMW2 Page 2 of 4 Catalog Number HLWPC2 P10 30K AS "I'F'fM fS'LSDP PE Notes Type WW2 Mechanical Heavy grade A360 cast aluminum (aluminum with <1% (opper) Exterior parts are protected by a Zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering Mounts to a standard junction box Wet location listed IP65 rated housing, down light only a/4" painted threaded entry('/a" -14 NPT) on each side and on top, accepts 1/" and W" condiut a/4" threaded plugs are painted on each side Vibration testing per ANSI C136.31: 315 rating for surface mount and pendant mount up to 13, excludes swivel kit Electrical Certified by UL or CSA Rated for AO'C (-40°F) minimum ambient A programmable electronic driver with 0-1OV control leads Available in: 120-277V 50/60 Hz and 347-480V 50/60 Hz, Standard: 3000K, 4000K and 5000K CCT (>70 CRI) Optional >80 CHI (3000K, 4000K and 5000K CCT), 8 week lead-time Optional limited wavelength amber, 8 week lead-time Internally mounted emergency battery backup for operation inan ambient temperature ranging from-20°C(-4`F) to30°C (861), available with P10 thru P40 performance packages, non CEC compliant All surge protection meets ANSI/IEEE C62.41.210kV/IOkA Standard surge protection is 2OkV/tOkA per ANSI C136.2 Optional surge protection is IOkV/5kA per ANSI C136.2 0 to icaI Light engine housing is IP66 rated Acrylic optical system • TypeV: E (entry), M (medium), R (rectangle) & W (wide) • Asymmetric BA Controls Field adjustable output (AO) Button style photocontrol (PE) Motion sensor & ambient photocontrol combination for mounting low (8-15') (MASL) and high (15.30') (MASH) mounting heights Certification and Standards Linninaire is CSA listed, US and Canada Suitable for operation in an ambient temperature up to 40'(1104°F per UL or CSA certification Design lights Consortium' (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at svww.designlights.org/ QPL to confirm which versions are qualified. LM-79 compliant The projected LED Lunietl Maintenance shall be based only on ES LM-80 -08 and TM-21 Warranty 5-year limited warranty. Complete warranty terms located at: www.acuitvbrands.coin/CustmnerResources/Terms and Conditions.aspx. Note: Actual performance may differ as a result of end -user environment andapplication. All values are design or typical values, measured under laboratory conditions at 25 °(. Specifications subject to change without notice. {-`. cuiLyJBrd/1dS. Holophane ( 3825ColumbusRd.,Granvhlle,OH43023 j Phone:866-HOLOPHANE I www.holophanexom 02014-2019AcuityBrandsLighting,Inc.Allrightsreserved. Rev. 09/13/19 Specifications are subject to change without notice. AIDED 'LUG IPT) HLWPC2) Page 1 of 8 HLWPC2 Wallpack° Full Cutoff LED 140iONE" ORDERING INFORMATION Example: HLWPC2 P20 40K AS T3M BZSDP HLWPC2 Wallpackfull ILEMPackage AMB True Amber AS Auto -Sensing Voltage r, T2S Type 2Short BKSDP Black Blank 70CRI(STD) Cutoff LED P10 3,1001m 30K 3,000KCCT (120V-277V)50/60HZ T2M Type 2Medium BZSDP Bronze 80CRI 80(RI P20 5,6001m 40K 4,000KCCT AN Auto -Sensing Voltage (347V-480V)50/60HZ T3S Type 3Short GYSDP Grey 50K 51000KCCT 13M Type 3Medium WHSDP White 2LEMPackage 20 208Y T4M Type 4Medium P30 7,8001m 24 240V THM Forward Throw P40 9,9001m Medium P50 11,7001m 27 277V ASYDF Asymmetric 34 347V Diffuse (Nominal Lumens, 48 430V SYMDF Symmetric 4000K) Diffuse Adjustable/Pro rammable0 lions 1 9 P- Control-Photocontrol0 lions �- Fuse Option AO Field Adjustable Output PE Button Style Photocontrol SF Single Fuse P3 N.E.M.A.TwistlockRecepactleMount -3PIN DF Double Fuse Chrcuit0 tp ions P7 N.E.M.A. Twistlock Recepactle Mount -7 PIN 2CI 2 Independent Circuits PILL OTLLong Life TwistlockPhotocontrolfor Solid State Safety O tp ion PhD 0-IOVPart-night Dimming, Includes BL(2 & N.E.M.A. EM Integral Emergency Battery Control - Motion Sensor 0 tp tons Twistlock Photocontrol Receptacle TP Tamper Resistant Hardware MASL Motion/Ambient Sensor,8-15'Mounting PSC Shorting Cap Height Ambient Sensor Enabled at I FC Surge Protection Option-2okV/1OkA is Standard MASH Motion/Ambient Sensor,l5-30'Mounting IOKV lOkW5kASurge Protection, !it place of20kWlclkA Height Ambient Sensor Enabled at 1 FC Options Location Motion/Ambient Sensor mount options for Low (8-15') (MASL) Q[7 5.14 ° and Height (15-30') (MASH) ° applications ° MASL or MASH .- P3 or P7 N.E.M.A.TwistlockReceptacle � P3 and P7 Options, P7 Shown .- O 5.51 Internal Emergency Battery Test Button- EM Option Button Style Photocontrol - PE Option Test Button - EM Option ° -Emergency ; o Test Button Button Style PI>otocontrol 4--McuftyBfands. Holophane l 3825ColuirbusRd.,GranviHe,01143023 ( Phone:866-HOLOPHANE I www.holophane.com HLWPC2 0 2014.2018 Acuity Brands Lighting, Inc. All fights reserved. Rev.09/13/19 Specifications are subject tochangewithout notice. Page 2of8 � 7 0 U C� F-- Z � � t`✓ 0 I ,tea+.., A LU p•`-�-+ it , °•, Z +f"UJ'n� Z ce- E. LU CIO �,y*� le e °d Z 0 a u W rJ Va Z r� LL1 ILI y t� ' 4 d- co Cd f "" c _J a (n to r CI_ e8.+ 0 > !� < 0 G t� U V) � T I O I- r Z - I.-C_i m u C m LLJ U C) Z <t�LU? V, _ i Q ot� � - -- Q v) LIJ � V) r-g_! CL cn C-) 0 LIJ tc;��i� LU M 1 0U) UJ LIJ i IU =r V)) SHEET M,�Z p�It�I