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HomeMy WebLinkAboutSDP202100088 Plan - Submittal (First) 2021-11-22rn . u2 U o O N co CD W � 2 N N111�cNvO :D 1 O zjQ -j >o iAl N il"k :1 V ANY pcfl ��w� F- rn F- O § �1 W im� OU w oZ w U W Q2 cc: � LID MAJOR SITE PLAN AM NDMENT o� = TM 9 5A & 5D.+ w 0 ILL z N 05; C) v ` mm w N N co Q N SAMUEL MILLER MAGISTERIAL DISTRICT, ALBEMARLE COUNTY, VIRGINIA co co C]' UC]--JN z } OO co w ww O co �: z 00 SITE DATA SHEET INDEX a 0 U OWNER/DEVELOPER : NORTH GARDEN FIRE COMPANY, INC. SHEET # SHEET TITLE 4907 PLANK ROAD O 1----------------------------------------- COVER SHEET CHARLOTTESVILLE, VA 22959 `� 2----------------------------------------- GENERAL NOTES PLAN PREPARER: ROUDABUSH, GALE, &ASSOCIATES - 3 999 SECOND STREET .` ---------------------------------------- EXISTING CONDITIONS AND DEMO PLAN CHARLOTTESVILLE, VA. 22902 (434)-260-7722 4----------------------------------------- LAYOUT PLAN �O TAX MAP PARCEL No: 09900-00-00-005A0 ` 5----------------------------------------- GRADING PLAN �v 09900-00-00-005DO �O 6 -------- UTILITY PLAN TOTAL PARCEL AREA: 0.4600 AC (99-5A) 7----------------------------------------- LIGHTING PLAN 0.4450 AC (99-5D) 8----------------------------------------- DETAILS 0.905 AC (TOTAL AREA) C = ZONING: VILLAGE RESIDENTIAL TOTAL # SHEETS 8 CURRENT USE: FIRE/RESCUE STATION PROPOSED USE: FIRE/RESCUE STATION z O F- MAXIMUM BUILDING HEIGHT: 30 FT U cn SETBACKS: FRONT = 25', SIDE = 15', REAR = 20' o MAGISTERIAL DISTRICT: SAMUEL MILLER z O U) CRITICAL SLOPES: CRITICAL SLOPES PRESENT PER COUNTY GIS w WATERSHED: NORTH FORK HARDWARE RIVER WATERSHED ALLOWABLE DENSITY: N/A SOURCE OF TOPOGRAPHY 1' CONTOURS FROM RGA FIELD SURVEY DATED FEBRUARY 23, 2021 SUBJECT BENCHMARK: AS SHOWN ON EXISTING CONDITIONS; NORTHWEST CORNER OF POST OFFICE, BM = 694.69' PROPERTY DATUM: HORIZ: NAD 83; VERT: NAVD 88 � w FLOODPLAIN: THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD p HAZARD ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP 51003CO279D, EFFECTIVE 2/4/2005, THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN i O PREFORMED AS A PORTION OF THIS PROJECT. z STREAM BUFFER: THE WATER PROTECTION ORDINANCE BUFFER AND THE 100-YR FLOODPLAIN LINE ARE THE SAME LINEWORK ON SHEET 3, EXISTING CONDITIONS. '� H z �� ��� � j� o CEMETERIES: NO EVIDENCE OF A BURIAL SITE WAS DISCOVERED ON THE SUBJECT PARCEL. ALBEMARL � 9 COUNTY ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. z O itmmy L. Taggart THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. -�{ tic. 41 = a,, 11 �o 1 /21 THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. �SstONAL VICINITY MAP STORMWATER MANAGEMENT COMPLIANCE NARRATIVE SCALE: 1 "=1000' z THIS PROJECT IS ESTIMATED TO DISTURB XXX SQUARE FEET, WHICH IS BELOW THE THRESHOLD FOR CONSIDERATION FOR THE FOLLOWING: A. EROSION AND SEDIMENT CONTROL ORDINANCES B. VSMP REGULATIONS - VIRGINIA STORMWATER QUALITY REGULATIONS - VIRGINIA STORMWATER QUANTITY REGULATIONS Q � z Ow U o w w t— � � w III Q U— z c=n zgrr Wn w 0 pi o APPROVALS APPROVALS � � � � � � f � � Ll � Q Q Z U U DEPARTMENT DEPARTMENT SIGNATURE SIGNATURE DATE DATE DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING PLANNING/ZONING ENGINEERING ENGINEERING INSPECTIONS INSPECTIONS ARCHITEC1fURAL REVIEW BOARD ARCHITEC1f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rn LO o u N (h cl W O) 2 ENO V zdLm O 2 wo a= < � rn Ow U If z W U O� W UQ 0z z0 r� O w w z rr/^� N v1 CL � uj N w QW CnNc\j .�o Q ❑ N } OU W � =w�w O U, z a_�00 P4 rn w w Q _ U z O U U) w cn z O W w m w Q 0:LLz o�4�,oL2 F>: or 0 1� U y Jimmy L. Taggart Lic. No. ,p22841 A0 11 /01 /21 �SSIONAL ��� z Q z OW U o Lij W U) rr :E LLl Q 7 z z� rr LU n z ® 1- 0 rr U) Q M (30 Q 7- 0 z DATE: 11 01 21 SCALE: N/A JOB; 21.2336 SDP: ---- SHEET: 2 OF 8 NinTF' NOT FOR CONSTRUCTION. THIS SHEET PROVIDES AN OVERALL EXHIBIT OF EXISTING SITE CONDITIONS, IDENTIFIES FEATURES FOR DEMOLITION, AREAS TO BE PRESERVED AND PROPOSED STREET AND UTILITY CONNECTIONS. i I I I I I I I I I I I I WATER SEWER C APPROXIMATE ION OF PROPOSED b" . NECILQNSO 4" C/O EXISTING CURB ---------------------------- --� L— I EX, STORM PIPE I / I STATE PLANK ROAD 92 — I— ------- --7-- I I (VAR. WIDTH RIGHT-OF-WAY) II 30' ORE EASEMENT(Mz) _ \ �F\X. FENCE WHITE 794C STRIPES \ —690 -- -� -— — — — — — — ----� ----- --- — -- S 62'55'57" E 100.�0' _ OHU' ' 0 .80, \I NAIL IRON FOUND I I CCU \ FOUND \ -690 -�. CqG-2 � _6g1— v I I O �y I25 SB II rn 1, I I--- — cr -- -- -- EX. ETA/ I UNDER ROUND TANK O O UNDERGROUND TANK S 6254'57" E .00' — x —UflU �H 0HU LAMP POST UTILITY POLE (TBR) GRASSY AREA / I I I TMP 99-05 NORTH GARDEN CROSSROADS INC I DB 1264 PG 374 I YELLOW TRAFFIC STRIPES I I EX. 15' CMP - OUTLET UNKNOWN UT/LITYPOLE UTILITYPEDESTAL IRON FOUND JO' OHE EASEMENT (TYR) BM D/SC= 694.E O —I • • — .. — .. _ _ I - - — 3 7 sr I I I \ FF=690.0 FF-6 �\ Ia I \ STEEP SLOPES a, I I I I I PER COUNTY GIS v �, i I O\ U yy J49 7 I I /I \ HEAT PUMP 1 I h I o X. 1 STORY I FF=689.1 EMET R REL BRICK/BLOCK TMP 99-5E N/F CUTRIGHT LIABILITY COMPANY DB 2761 PG 262 25.7'x39.5' — — 1 688.9x I ELECTRIC ` I \ \ I I I PANEL (RE 1 40.1 ' I I \ I FF=690.0 TMP 86-27 I I I o TRENCH .4Y I 78.7' I x 688.51 688.5x OR,gy- 1 N/F BOA I �- 100-YR FLOODPLA/N G/S I z I I I ./ ( MOUNTAIN, LLC II I I � I GENERATOR WATER PROTECT/ON DB 3127 PG 18 I I I I I I I �89 i _ _ _ _ _ i 32 7' 1 ;�, ORDINANCE BUFFER ' O o TMP 99-5D II I I I a I O I I G+ 19,398 SF FF=689.3 1 I I I 0.445 AC I I I m I O FRAME SHED 1 10 FF= 689.1 i Egg— o o\ I 688.3x 1 I y HEAT PUMP I I o I I I o I 'I o� �I y I� 1•0' I, 1 N FF=692.26*0 I II I I l TMP 99-5A I I I 16.o'-6.7' I I /— I I 19,977 SF z I 0.459 AC PARKING SPACES(x10) �r I O I I FF= 88.6 STEEP SLOPES I, nI I I I I I PER COUNTY S � I ,(i•„ •a',<� #4907 I I 2 STORY BRICK I I I EX. I 156.0' IIII I I MH - TYPE UNKNOWN `•' -'',: d I I I I FF=687.2 I ICI , '•': � .,• `i;: FRAME I I \" l 45.1 ' II SHE \ � ------ -- --1 20.2' — 1 IF /F N 62'55'S7" W 10�' � /F N 62'S4'S7" k�-- 188:90"— TMP 99-5E N/F CUTRIGHT LIABILITY COMPANY DB 2761 PG 262 1 1 20 41 61 4__ _ 1 LEGEND rn UO N CO O N 0 c' > _ ® z � m a z0� 2E�Wo ,n O Q2a Ow O� COEz ccU O� � W UQ L0 J Z Z U T� O j Lu tLL Z 0 yi W W N Qcf) U)<ti LH ' Q p J N d- } � � W Lu ® CD 0 Z M U z O it U w z O w m w Q O z o����LTH OF Dr�� Jimmy L. Taggart Lic. No. ��, 22841 �`v� 0 11/01/21 1� �SSIONAL ��G � z d n z O O C U ❑ W z ❑ W W ❑ cr z Q z z z� o W a- F- (Q Lu ❑ rr U) O Q Iz U (3O = Q z W O z DATE: 11 01 21 SCALE: 1" = 20' JOB: 21.2336 SDP: ---- SHEET: 3 OF 8 �I STATE ROUTE 692 PLANK ROAD --- (VAR. WIDTH RIGHT-OF-WAY) -------------- "'N -- — — — — — --- — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- '- -OHM Z51 1 tiv, 9 _.._.. O I I O 0 I I ' TMP 86-27 I N/F BOAZ MOUNTAIN, LLC I f DB 3127 PG 18 T O o O O I -- I I . SEE RETAINING WALL INSET I TMP 99-5A 19,977 SF I z 0.459 AC o I^ . I I I _ O i ASSUMED •�. 18" EVE r a?`' I PROPOSED TRENCH DPAIN •+ EXTERIOWALL •.. TMP 99-5D 19,398 SF '•r' 'a 0.445 AC I I ��trl I iy� �`a• i 1y'Y• i.. f'!�'�§�i I.t�i�.i I I I _ I — FOOTER OR I INTERIOR WALL (ASSUMED 121 - OFFSET) I I �I TMP 99-05 NORTH GARDEN CROSSROADS INC DB 1264 PG 374 x ICOMM TO BE RELOCATED TMP 99-5E x AS NECESSARY N/F OUTRIGHT LIABILITY COMPANY DB 2761 PG 262 x ti h"^s x INSTALL 01 jSEPARATOR I UPSTEA IQF PROPOSED I TREN CHID QIN TIE-IN I I x I I iFI —.. — L — — — — I ` ' I I 1 1 I — _ _.. — — — — — — — O x TMP 99-5E N/F OUTRIGHT LIABILITY COMPANY DB 2761 PG 262 LEGEND CONCRETE SIDEWALK • ' ''' "• RETAINING WALL INSET -1 ■ ■ ■ ■ ■. 0 CD Ef ELij L 0111 00 rn . 'n VO N co O ENO zC3�m � ��o � ow � r ¢ O OW U � Z � U W UQ � J Z_ � zo o� � w cD v j W N W Q � Cn N � U Z j It W W W o z � i� Q UTH OF Vr�� O � U y Jimmy L. Taggart Lic. No. •O,I, 22841 11 /01 /21 ti� �SS10NAL � z � z w w z Q w � o 0 w Q � O o Q oC O z z 0 it U w 0 cn z O w in COW Q 0 O z DATE: 11 /01 21 SCALE: AS SHOWN JOB: 21.2336 SDP: ---- SHEET: 4 OF 8 DATE: 11 /01 21 SCALE: AS SHOWN JOB: 21.2336 SDP: ---- SHEET: 4 OF 8 I STATE ROUTE 692 PLANK ROAN -_ (VAR. WIDTH RIGHT-OF-WAY) 6� 1 — S 62'5557" E 10KO' — —�. 8 I IRON FOUND - �II I �1 I)-690--_ I ' o 25' SB �,I c U I w NAIL FOUND ff r:a►wc u I �90.75�L 6 ,- 1690.2T ---- S 62'5457" E '1'0p.00' --, I( [Al I / IRON FOUND 1689 96 69�-Lo _ SEA _STAI W INSET z 695.5' V I I (I . .. I 689.E . � _ v�u �--32,Z V I I I \ FF=690.0 694.9 -,,, I i LQ x �I Ff = 690.0 TMP 86 27 I�I 1 erg'ek 78.7' ° 1 _ ;�` x 668. 5688 I r N/F BOAZ I v, xk / MOUNTAIN, LLC DB 3127 PG 18 _ _ _ _ _ 32.7' 1 N ' I I O o 7'AIP 99---5D I I I 'w i II o FF-- S6Hi r© = 19• ,398 SF .O FRAME 0445 AC ED 78 10 .�. FF-689.1 crc;y 1 ; c— I I I Ctl t I I I \ 1 y FF-692 96.0' I c� TAlp 99--C I I I I 19,977 SF 0.459 r1G o I - STEEP SLOPES I l n PER COUNTY GIS I A I II 1 `c _,+ II ffF=687.2 I� III II` FRAME 1 f , SHED 1 I 11.4x---- -- — ---- — —1 20.2' -('-9 9 I ALL SPOT ELEVATIONS ARE SPECIFIED AT THE FLOWLINE UNLESS INDICATED OTHERWISE. La:....I C 1. ..... 144 1 (1 . 68�= FFA6 8-81r�766-- �i Fo FF=E 8.6 2 STORY I I 1 BRICK1 i / EX.156. 1 •s a rw;FF=688.6.i, \ \ 11 •• F-689.0 I N 62'5457" -W--- 10G. E O'— < 11F TMP 99-5E N/F CUTRIGHT LIABILITY COMPANY DB 2761 PG 262 TMP 99-05 NORTH GARDEN CROSSROADS INC DB 1264 PG 374 TMP 99-5E N/F CUTRIGHT LIABILITY COMPANY DB 2761 PG 262 68% 669(1 91;A 692.0 692.E\693,1 693.7 694.3 - - - - - - - - - - - - - - I STAIRCASE INSET 4- STAIRS TO BE SLOPED IN THIS DIRECTION FOR WATER RUNOFF 690.75' Iflus Le me E rn UCD N CO o j D N 0 cn V j = 0 Lu z O pco �<w0 F=Lc) zoo r Q LuT- M z W T- o W U ¢ co Z C3 rti O w C� 1i1 u- z ¢ c N h-- 0 -J N O W � sw�w o z w cy)� 0 0 n 0) m 0- U z O w iz U U) w U) z O vQ Lu m m w ❑ O Z P"'TH of U y Jimmy L. Taggart Uc. No. 22841 1�,�0"� 11 /01 /21 V� '?&I0NAL i— z a 2 z Ow Uo LLJ z Lu z Q n z w �- Q o � � Qrr � o O z DATE: 11 01 21 SCALE: 1" = 20' JOB: 21.2336 SDP: I ---- SHEET: 5 OF 8 1 I I STATE ROUTE 692 I PLANK ROAD (VAR. WIDTH RIGHT—OF—WAY) I II IRON FOUND PROPOSED ' o TRANSFORMER TO TIE IN UTILITIES . TMP 86-27 N/F BOA MOUNTAIN, LLC DB J 127 PG 18 NOTE: -ALL TANKS, PUMPS, PIPING, ELECTRICAL SUPPLY AND CONTROLS TO BE DESIGNED BY OTHERS UNDER SEPARATE COVER -ADDITIONAL HOLDING TANKS TO BE EQUALIZED SEE MATCHLINE EXISTING SEWER 114907 7 I cn OVERHEAD UTILITIES ' TO BE BURIED (TYP.) S 62"54'57" E 1 CI0.00' — — — — — — — — — — — S 62'55'57" E 100.00' Farr 25' Sa 191 w 32.7' I I FF=690.0 / — T - �Fi =68� 11 FF=698.2 I I EX, WATER LINE TO r O \ / I I fi, I C.Oi BE RE -LOCATED) I ' a o 1b i i x - I q� I x FF=690.0 / TRENCH DRAIN I I PROPOSED UTILITIES TO BE BURIED (SEE DETAIL SHEET 8) IRON FOUND tk / ns + ..8 I I o J I i I 0'4, SEE SEPTIC TA NJ ET ! _T_. _�._ w _pz01-4 o r_____r TMP 99-5D I I32.7 c©v O I FF= 689.3 ! car 19,398 SF I I W 0.445 AC 1cp I �I O !"— FRAME SHED I ` � I I i ! I / C 7.B'x10' I ry o I VOFF=689.1 C, i I � I�TIE TRENCH DRAIN f I � TMP 99-5A 19,977 SF X 0.459 AC /F i i i i i i i INTO EXITING TRENCH � Q I--FF=687.2 I I .§'�` r:.:`•:3.r;=;�;�' I I x ri �,'• w FRArLIE I SHED 20.2' 0 N 62'55'57" W 1 U0.00' /F i 45.1 x 0 x-�------- x N 62'54'57" W 100.00' /F TMP 99-5E N/F OUTRIGHT LIABILITY COMPANY DB 2761 PG 262 1 1 20 41 61 1 0 ANGLE FOR CONNECTION TO EXISTING TBD 86 2x 2" SANITARY /y FORCE LINE FROM HOLDING TANK y N I N SEE MATCHLINE THIS SHEET 20 0 20 40 60 SCALE: 1 "=20' CONNECTION TO - - EXISTING SEWER i i I I I I I I I I I GALLON ! �G TANKS I $` FLEX PUMP I / I / ay I / aC2 I I I 4y i 4y I I I I I I I I I 6 0 6 12 18 SCALE: 1 "=6' SEPTIC TANKS INSET ll CLEANOU I ^;ONNECTION POINT UG PROPANE STORAGE TANKS rn . 'n VCD Lu N C7 w N 0 DN • co _ Z CO J m O J ZOco 2<w0 ¢orr Owrr U b-z 0_ Oc wv W UQ Ln J _Z d zo O wCD F�+�1 w Z tf� cc N 0- W N W Q 07 N IN ~ j O J 0 J N U 0 7 co �Ucf)W L- w ® a- cf) 0 � iIL Q _ UIf o 'D � c��Jimm`yamA�O� w�s z � z 0 w U 0 w z w z Cc 7 Q z z � � LLW o- _j Q M (D 0 Q _ � 0 z z 0 U w z O w w m w Q 0 O Z DATE: 11 01 21 SCALE: AS SHOWN JOB: 21.2336 SDP: ---- SHEET: 6 OF 8 a.m a e ... - f ' 0-* ' 0.0 0.0 0.0 0.1 I 0.1 0.1 0.1-70 0.1 0.1 0.1 0.1 0.1 1 e 0.0 0.1 0 1 9 0.0 0.0 A.0 0.2 0.2 '0.3 '0.3 o.2 0.2 .1 0.2 1, �0.7 t0.7 �0.6 F0.1 0.2 �0.3 0.4 0.5 0.6 0.5 .3 • ,a. V a rk 0.0 0.1'0. ,0.5 0.7 1.0 -1.2 -1.5 1.fi*}ill# 1 Ni 1.0 .7 0.4 4 u �81TT� 0.9162.53.33.53. 2.6 3.0 asil3.2 3.1 2.7 2.0 12 11 ,.. 0.1 -0.2 0.7 1' 38��'96. 6.65. y4.. 2', ^ O.1- 2.4 a 1 0.4 0.5 i4 3 1.716* .77.5 2173.32.8215 5.65.36.11 10.3 js 0.1 '0.2 0.5 +1.0 2.1, 3.0 2. D �) Br ��i$ D �0.7 �1.3 2.8 5.5 7. e 0.0 i 0.1 0.3 �0.8 �1.5 3.3, -6.8 11 4 0 Q �6.8 , .3B @ Br 0.0 1.0 3.1 5. A @ 17' 3.2 2. 0.0 02 1.0 201 2.3 ,. 01'0 1 0.0 0.2 0.5 .9 1.8 2.1 2. A @ 17' I -(�.0 REPRESENTATION OF EXISTING FIXTURES, RESULTS ,, 9 1 0.0 WILL VARY, TBC IN FIELD. SEE NOTES IN SCHEDULE. CONTRACTOR TO CONNECT FIXTURES TO TIMER AND os De 1s t7 t. r.., MOTION SENSOR BY OTHERS 0_2 1.8 10.2 0.4 0.7 1.5 ,1, A @ 17' 1.5 1. 1 0 0.3 0.5 0.9 1.0 0. 0.6 n I 0.0 0311 0.2 0.3 0.3 �00 0�0 1 0-1 0.1 0.1 1 06 0.1 0.1 -0.1 '01 00 00 0 d%1 0.0 00 '0.0 1 1 I 00 0.10.0 0.0 0.0 0.� r e lo.0 0.0 0A U.0 0.0 0 'L -. - w �g f e 0.0 00 00 04 0.0 0.0 0.0 0.0 0.0 0.0 0.- 00 a, ) 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 > a 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 stair lower + 1 2.0 fc 4.4 fc 1 0.6 fc 1 7.3:1 3.3:1 truck bay + 2.6 fc 12.4 fc 0.3 fc 41.3:1 8.7:1 property line + 0.0 fc 0.3 fc 0.0 fc N/A N/A pavement front entrance + 1.0 fc 3.4 fc 0.0 fc N/A N/A front sidewalk + 4.1 fc 7.8 fc 0.9 fc 8.7:1 4.6:1 landing top entrance + 5.7 fc 6.8 fc 4.7 fc 1.4:1 1.2:1 site total + 0.3 fc 3.1 fc 0.0 fc N/A N/A Lithonia Lighting In 1 Lithonia Lighting I_ _7 B ft - 3 Lithonia Lighting D DIE-CAST GENERAL PURPOSE WALLPACK )EdITH GLASS REFRACTOR WPXI LED P2 30K Mvolt I WPX( LED wallpack 30001m 3000K color temperature 120-277 Volts WDGE1 LED PI 30K WDGE1 LED WITH P1 - PERFORMANCE BOCRI VW PACKAGE, 3000K, 80CRI, VISUAL COMFORT WIDE OPTIC 2 3200 1 0.7 1 6400 1 86.5 1 48% 1 TYPE IV, VERY SHORT, NONCUTOFF, BUG RATING: B1 - U4 - G3 1 I 2749 1 1 2749 I 23.26 I 100% I TYPE IIIRATING, Ell SHORT, BUG 1 1163 1 1 1163 10.0002 1 100% TYPE II, VERY SHORT, BUG RATING: BO - UO - GO *** NOT A NEW FIXTURE *** ***REPRESENTATION ONLY** CONTRACTOR TO REMOVE (3) EXISTING FIXTURES TO BE REATTACHED ON BUILDING ADDITION. LIGHT LOSS FACTOR ADJUSTED TO 0.7 FO Max: 946cd LIGHT DEPRECIATION (a�) Max:1229cd Max:877cd r t w t 5 WPX LED Wall Packs WA s sA• � � � 5� OfiJimarev Spelicifications i t From View Side View Introduction The WPX LED wall packs are energy -efficient, cost- effective, and aesthetically appealing solutions for both HID wall pack replacement and new construction opportunities. Available in three sizes, the WPX family delivers 1,550 to 9,200 lumens with a wide, uniform distribution. The WPX full cut-off solutions fully cover the footprint of the HID glass wall packs that they replace, providing a neat installation and an upgraded appearance, Reliable IP66 construction and excellent LED lumen maintenance ensure a long service life. Photocell and emergency egress battery options make WPX ideal for every wall mounted lighting application. I.T.EXAMPLE: WPX2 LED 40K MVOLT DDBXD III LED PI 1,550Lumem.11W WPXI LED P2 290OLuine8,24Yf WPX2 LED 6,00OLumeIn,47W NM3LED 90Lurelts,69W 0 WK 4OK UR10Y. SOIL S(WK AWOLT 120V-277Y 347 147Y (blank) hale E4WH fine nrybanterr backup CE(4omplird 141N, Olt mini E14W( fnergenrierybaciupCEE(omp)18rt 114W,-20 mill+ PE P+otouill OMD Darlikore D2MXD Writs DBLXD Back pole; for other options, rormftfWM. Note The Kamen output and . put power shown in the order q tree are average NOTES representations of all configuration options, Specific vakies are available on request 1, All WPX wall packs sprite with 61iV verge Protection standard, except WPXI LED P1package which comes Mth 2.5kV wrge protection statldxd. Add SP06KV option to get WP)C1 LEDY1 mils 6kV surge protection. 5arnple nornenclatt+e: WPX1 LED P1 40K WVOLT SP06" DDM 2. Battery pad options only available on WPXI and WPX2. 3. Battery pac# options not available with 347V and PE options. FEATURES & SPECIFICATIONS I#MNDFD USE INSTALLATION ry,e WPX LED wall packs a.e designed to prov;de a cost -eft cu , energy-efkdnnt whgion lest WPX can he m laid dimcoy o. a uandand ekrnual junction two. Thr.a 10 i � h conduit ports In.ma-f.aon. raplae=of.xanng HID ..It pads. Th. WPXI, WPX2 and WPX3 ara,dwl onthnae k ,.-for wdacec l�d wirng. A part q the badk wrfxe all- polka-tf-gh for nard-g urn 1 SOW, 259W. and 40M HID 4minaires n p-mely WPX 1-naitn deter a concha wiring on eta f.. that don't have an.1.11 l N,Krion boo ~no can be made in the uniform wade **rib Wion. WPX iii rated for 40'C to 4VC. .nregral wring campanment,n all cams. WPX a only racemrnandad kr intaR.- with LEDs CONSTRUCTION Incing dorw,wa,ds. WPX feature a die- rnt aluminum men body wth optimal tletmal management that both USTNLGS ,Kanmr, LED efficacy and extends cgmponen Ids The I -a,,%- IP66 rated and eeahad CSA Certdrad to mast U 5. and Canadian standards. Suitable far wat location. IP66 Rand. againt nsoimm wenvirormental contarnmarda. DeslgnL.*w Co bum• IDLC)gualificd poduct. Not asi a mns of this producl may be DLC qualified Pl.as. shack tA. DLC 0wkfad Products Lm r In -fir ELBCTRWAL Whudt versions tie qudi6ed. Imernan.-I Dmk Sky Assodation ODAl Future Seal of Approval Ughr.nq.n* ♦ ccrAg.aatlone tenetof high -efficacy LEDs and LED lumen malmenance of (FSAI la araaaa;teforall products on iha page ut,42ing:MK odor teaw-ture only 1_913r100,000heun. Color tempantun[CCT) optionsof 30ODK, 40ODK rd•SWOK with-iwm CLI oe 70. Electrons driven ensureWstem power factor A0% a,d THD <2096, A4m+, lueinea have WARRANTY OkV skag. po coon 4N-WPXI LED Pt package wives with a standard surge protection rating 5 yea limited wa,.anry Co iatew arty tiros located at: of 24cY. itcan be mdeted with an optignal6kV siege pronectiont. - A4 photecell IPF) operate on MVOLT 020Y - 277VI input Note: Actud pedvmance may drfer m e result of e..d uea ewircnmem and applrati Nate: The standard WPX LED-0 paa lunmalroa mme With &eldsogunnb1. d,w current All values are da gn or ryp,cal calve,, measv.d uAar laboratpy condd.- a nS c. wixim. TMs fe atiom allows Iumng iha output carom of the LED dnw In adtw the I— Specifimeims r,*- to dtange wnhort notice. output fro dra the l.rnirore). '. L/THON/A One Lithonia way a Coryera, G tingia 30012 • Phone: I-B0D 105-sERv (13M • , .. _ L/OHT70VO 02020-2021 Acuity Brands Ughoq Inc. All,ighrst -ad, COMMERCIAL CuTDCOR WPX LLD Rw 0N17r11 WDGE1 LED Nunbar Architectural Wall Sconce f; -11 !am7 Buy American Introduction The WDGE LED family is designed to meet specifier's every wall -mounted lighting need in D2 a widely accepted shape that blends with any Specifications Depth (DI): 5.5' architecture. The clean rectilinear design comes in four sizes with lumen packages ranging from 1,200 to 25,ODO lumens, providing true site -wide Depth (p2l: 1.5' H solution. Height: 8' WDGE1 delivers up to 2,000 lumens with a soft, width: 9' non-pixelated light source, creating a visually Weight: 9 Ibs comfortable environment. The compact size of (without options) W -D1 WDGE1, with its integrated emergency battery backup option, makes it an ideal over -the -door wall -mounted lighting solution- WIDGE e Family Overview, WDIE1 LED 4W 1,200 2,000 WDGE711) tow 18W Standalone IlLight I'MO 21000 ]LOW 4,500 6,000 - WDUI LED 15w 1&W Standalone+ n5ghl 7,500 &50 1o,OD0 12,ON - - WOU4Lt3 - - StandalonenLight 12,000 16,ODO 18,ODO 2.o,ODD 22,ODO 25,000 • f 111 EXAMPLE: WDGE1 LED P2 40K 80CRI VF MVOLT SRM PE DDBXD Yr06E1 EED Pt 27K 77G[* 80E11 VF 0sualwndcolnraarc h- MVOLT Shipped itdaded P2 30K Mf. 90EAI VW YSswlcortdalwAe 3471 AM krfaoemouiigbladrt 3SK 35DCK I(W Indowtunopyl(illrgywerbww(byt1drrp 2tomonh)l 40K 40DOK Shipped separately 50K' mt AWS 3+5r0 anrttettval wall spaul PBBW 5rfxe-mvntedbacLbwitoplettngh[rondutemry}Oser,4,rn Itiex a no pnaionla nalable. E4WHi innergerucIf barter barb.p,Cerhfied h(A ride U MAEOBS i4Y, TC mini WBXD Dankbow, DDBTXD lectured dark brace PE' Prowl,Buno"I)ge DBLXD Black 06LBXD Tmwedback 05 Dual gAitchrg{comrwlth2drivers and 244enginn,see W3tot detals1 DRAXD hanaalabsmrut Ill Tatinednirur0aknnnm DEAD 0-10V dimminq win pulled oulsidefironelhlruse with in ezlenlalcaard,adeeedseparateld DWHXD Hhile DWHGXD Teatved while SCE Bonoinoriduileot,yto, 60toIPPSN).Taal 04emrypoi% DS% Sands[one DSSTKD Tedutdsandstone Accisdiod" NOTES od.ndardaki. I) I SOK not available in 90CAI 4 PE n44 awilabae with IS. WDUM 00&t0 WDR 1.14rh Whretteral Wall Sparer 1,W*, fnhhl 2 347Vnotavailablawvth 5 Notq,alifi.df.r DLC.Not E4WH, DS or PE available with E4WH WDOitABNlcemu WDUtselm maatlN AKkOai .spdbnw4il 3 E4WH,wl a,*464 wltl, PE or D5. �A LIAHON/A COMMERCIAL OUTDOOR One L thonia Way • Congers, Georgia 30012 a Pt one. I-800-705-SERV0781 • 'A'Dcd1 LLD 02019.2021 "Ry&8141.1ghting, lic A11,1gh s,e6erved Re 0&23,21 L/CHT/NG FEDERATED LJGHTINIi VIRGINIA Z 1�1 X c� J W I- 1�1 Z 0 I- Q > 0 Z W Z W a a W 0 W W 1.4 IL W W I- Z J 0 Z W 11' Ili Q C7 2 0 Z Designer FLVA-BE Date 11.1.21 Scale SEE DRAWING Drawing No. V3 Summary N FC DURA-TRENCH AS MANUFACTURED BY ERIC'SONS 296 N INDUSTRIAL BLVD DALLAS, GA 30132 770-505-6575 W W W.DUItKrRENCfl.COM INFO a ERIC-SONS.COM 121324DIF GRATE WITH 4 CORNER LOCKING SYSTEM F_ 7" MIN. INVERT COMPACTED #4 INSTALLATION BARS (BY OTHERS) " X 2" X g' GALVANIZED STEEL FRAME WITH 3" X 0,2" CONCRETE ANCHORS 12" O.C. INSTALLATION BRACKETS FOR F-1" O.D. 1 ALIGNING AND ANCHORING TRENCH - P I.D. -1 SLAB THICKNESS (AS SPECIFIED) � <, o o 1 Q 11 L °— MONOLITHIC POUR REINFORCE PER _ STRUCTURAL REQUIREMENTS a CONCRETE v I SMOOTH PRECAST G� ENCAPSULATION (4D MIN.) POLYMER TRENCH BODY � n 61 1j, NOTES: 1. STANDARD SLOPE IS 0.5% UNLESS OTHERWISE SPECIFIED 2. REINFORCE ACCORDING TO STRUCTURAL REQUIREMENTS 3. TRENCH DRAIN MUST BE J" BELOW FINISHED CONCRETE GRADE TYPICAL DTPF10-EXGS15'TEA TRENCH SECTION THE TRENCH DRAIN LAYOUT HAS BEEN DEVELOPED FROM DRAWINGS OR SKETCHES PROVIDED "TO ERIC'SONS.PLEASE R R�T'^`I REVIEW AND VERIFY OUR INTERPRETATION. TRENCH CH DI j\il \ SECTION APPROVED: � \�11 APPROVEDAS REVISE & RESI Scale: NTS DURA-TRENCH AS MANUFACTURED BY ERIC'SONS 296 N INDUSTRIAL BLVD DALLAS, GA 30132 770-505-6575 W W W.DURA'TRENCH.COM INFO@ERIC-SONS.COM NOTES: 1. GRATE MATERIAL IS CAST DUCTILE IRON, GRADE 60-45-12 2. MEETS FAA AC: 150/5320-513 & 6E LOADING REQUIREMENTS 3. GRATES ARE MADE IN THE USA 4. GRATES BOLT DOWN AT ALL 4 CORNERS W/ "' O S.S BOLTS 5. GRATES ARE HOT DIP GALVANIZED 6. GRATE OPEN AREA 84.67 IN.2/LF -10 THE TRENCH DRAIN LAYOUT HAS BEEN DEVELOPED FROM DRAWINGS OR SKETCHES PROVIDED TO ERIC'SONS. PLEASE REVIEW AND VERIFY OUR INTERPRETATION. REVISE 12B24DGF DUCTILE IRON GRATE GRATE DETAIL Scale: NTS .xt.tr ±.010T02 TRENCH DRAIN SECTION so .XX;.OZ t2'f010 •ulE Dwwauwuus• J.D.P. By OU M.D.W. DRAWNERBY:D -3 01 VIE, NTS DAIS 6/29/2021 TD DISCUUMER' The cvuutnv mJ 0e custwnc(f mchitcc", rnBwcaR cw"uttmts enR aiNer pvlvtiwals are complcicly rcapvnubla for the ulccuvu, iwtrlLuwt, m wintcwoa ofmy ptvJucs pwchauil 6vm Eric'spu, mJ EXCEPIhS EXPRESSLY PROVIDED LN E,' ,SWDARD Vl.RMUNTIES, Ede—MAKESN WARRANTY. EXPRESS OR INIFUED,AS TOME SUHADILITY, DESIGN, SIERCIUNTAIRLRY, GR FITNESS DF THE PRODUCT FOR CUSTOSIER'S APYLIG\TION.Cepi<safF'lsov stmlvsi umrmrics ue avdiablc vpoo tcquccL END VIEW 12B24DGF ISOMETRIC VIEW r .x*.I t.010To2 GRATE DETAIL so xX1.02 k2TO 10 �I16 Dxnw Dnnuus• BY. J.D.P. BYECNED L.R.C. F%B6Et 1 TD-501 VLE N'TS I DACE: 3/27/2020 NO BEDDING F II BELOW CONDUITco ill_ lf. CD III=III=II III=III=11I III-1I II I I I I I I I I-1I I I I I I I I� I f IIIIIIIIIII� IIII 1111111=III= III=1I1=1IP III I I I I- I I I I I I 1=1 11=1 11= III III=ITI' I I I I 1-1 11-1 I '"'w""d I F�_III-111-III'. I=III=III-III-�-III=III=III-III-� ITI=III=III=III= I I I� I I1=1I -�- I1=1I I -III -III -III`+ I I-1I I III-li III -III' 2x 3" BURIED ELECTRIC CONDUIT BURIED UTILITY DETAIL (TYP.) 3" PHONE CONDUIT & 3" ISP CONDUIT TMP 86 N/F B0/ 9UNTAIN, 3127 P HANDICAP SIGN DETAIL NO SCALE ADA COMPLIANCE EXHIBIT 20 0 20 40 60 SCALE: 1 "=20' HANDICAP PARKING SPACE DETAIL NO SCALE TMP N/F C L-IABIL17Y DB 276 i NOTE; THE CONTRACTOR IS TO USE CONCRETE WHEEL STOPS OR EQUIVALENT. GROUT HOLE FULL H F 1 T I F HOLE OR /2 STD. PPE OR 3/4 DIAM RE N ROD 1/8" ALUMINUM PANEL I WHEELCHAIR RAMP SCREEN PRINT SYMBOL I COLORS SELECTED BY LAND.ARCH.Ir HANDICAPPED SYMBOL 0 2" SQ. ALUMINUM POST FINISH AS PER SPECIFICATIONS FINISH GRADE EARTH - �� 00 — °ti 4 f 11 io CONCRETE FOOTING CONCRETE WHEEL STOP 2„ PLAN VIEW 14" 6.5" 6.5" 6' MIN —HANDICAPPED SYMBOL 8 6" HT, END VIEW ELEVATION VIEW 6" STRIPES COLOR AS PER SPECS. ANCHOR SITES 5.5" FROM ENDS, '°L 5'0" L1/2" STD PIPE OR 3/4" REINF 1=f\ y 130 ROD SHALL BE PLACED PRIOR TO SURFACING OR IN A HOLE DRILLED IN THE FINISHED SURFACE WITH A TIGHT FIT OR DRIVEN INTO THE SURFACING AT LEAST 1.0' ACCESSIBILITY ACCESSIBILITY HANDICAPPED PARKING SIGN -DETAIL 1 HANDICAPPED PARKING SPACE WHEELSTOP DETAIL NO SCALE �i rrr-rrrrrr NMEMEM ■rr -lrrrr rr.,affik ..rrrr ■.. ,■■■ ■ Irrlul: yr ■ uurlk.,q^ n A.. � VxV SQUARES FOR LAYOUT ONLY: rn • L2 u o � N c� Wrn� L-NO •. co > _ Z U) J M pco ��w0 -cc < 1-- o 0 W z U U �z wv O� U Q L0 J z Z � rti O w CO IL Z o> o W N N Q� CI3N� ~ CD J p J N U ZO > co =wWW ® Z � O rn i Q U o����yTH OF D j�� e"" o ,-1 U y Jimmy L. Taggart Lic. No. °,f, 22841 �`�4 o� 11/01/21 ti� �SS10NAL ��G z � z 0w V 0 Ww Q U) z LLl W a- o ® Lu c (� Q cc (30 Q Z 75 E- rr 0 z O U m w p uJ z 0 > w m m w Q p 0 z DATE: 11 01 21 SCALE: AS SHOWN JOB: 21.2336 SDP: ---- SHEET: 8 OF 8