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U) O �0�o Y o Lu ry Lu w w 0 o 0 O N = O p ry YN O) J �Ln0 Q N N O O 0 U _ o Fy N M0 O D J J 0 1 1 1 1 1 1 1 1 1 1 1 1 r7 I 0 ry 0 ry Q W 52nd AVE. O i ' RIDGE ROAD I -;O � City of op"Ahl r W heatR- COMMUNBY DEVELOPMENT APPROVED Review! for Code Compliance Plans Examiner Date Va�idit of pSrmiN: The issr eow of a permit or Wrovo of plans spec0aWn# and computations shuR not be a permit for. Dir an approval of arra► vealabon Io any of the provislom c j the btu ding rode or of ajr 4`fty o►di S. PlermNs RMAMng to glvr 0uthadty to violade or cancel the provist"s of tfe-"Aft cods or'othtr onftoom of the Cfty shall not be w idt z milli, *.� ON 111, ,��. I1111I11111I11111, SITE MAP O H H w Za � o J� ? m a 0 .+ G W uj ' RIDGE ROAD I -;O � City of op"Ahl r W heatR- COMMUNBY DEVELOPMENT APPROVED Review! for Code Compliance Plans Examiner Date Va�idit of pSrmiN: The issr eow of a permit or Wrovo of plans spec0aWn# and computations shuR not be a permit for. Dir an approval of arra► vealabon Io any of the provislom c j the btu ding rode or of ajr 4`fty o►di S. PlermNs RMAMng to glvr 0uthadty to violade or cancel the provist"s of tfe-"Aft cods or'othtr onftoom of the Cfty shall not be w idt z milli, *.� ON 111, ,��. I1111I11111I11111, SITE MAP 1 1 1 1 1 1 � -1 L -1 F 0 50 SCALE: 1 " = 50' m 8CE c� m� =o fA N n gn N m O H H w Za � o J� ? m a 0 .+ G W uj Z Z O ul Om U CC � 1 1 1 1 1 1 � -1 L -1 F 0 50 SCALE: 1 " = 50' m 8CE c� m� =o fA N n gn N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING INDEX SHEET SHEET NUMBER LTG -200 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING INDEX SHEET SHEET NUMBER LTG -200 U c Z � Z Lu Lu o o �Y o o w Lu w w 0oary O N D M = N � O o ry N U) J N 0 0 Q N (n N 0 0 U _ 0) m o Fy M Nd O D J J 0 +0.2 +0.4 +0.5 +0.6 +0.5 0.3 0.6 0.9 +1 +0.4 +0.9 +1.3 1.2 +0.5 1.0 *lL 0.7 0.5 1.1 +1. 2.1 +0.8 +1.1 +1. O +0.6 +1.0 +1.4 +1.8 +0.6 1.0 +1.6 +.9 0.8 1.2 2. 2.4 O +1.0 +1.5 +2.7 +3.5 +1.1 1.6 L + +1.1 1.7 +2.9 4.3 1.1 1.7 .9 4.0 +1.0 +1.4 +2.4 +3.0 O +0.8 1.2 +1.9 +2.1 0.7 +lQl ' 1.6 1. +0.7 +� +l. +2. Dp +0.8 +1.9 +2. 0.9 1041 1L + 0.8 +1.5 +1.1 l l 1.7 +1.7 +2.1 I I +A ■ ■ ■ ■ ■ ■ ■ ■ FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 +0.8 +: +1 +2. 6.6 +0.8 1.2 .5 +1. BOLLARD LIGHT 0.7 1.0 LANDSCAPE LIGHT ° LP +0.8 +1.1 +1. +1. +1.0 1.4 .3 +2. � 1.1 1.6 2 8 3. ���+4 o�a� +1.2 +1.7 +2. +1.1 1.6 +2 + 1.0 1.4 .2 2. +0.8 +1.1 +1. +2. a� +0.8 1.2 +1.7 +2. 0.8 1.4 1.9 2. � +0.8 +1.4 +2.0 2.0L +3 . L +0.8 1.4 +1.9 +2. H + 0.8 + 1.2 + 1.6 + 1. + 1 " +0.7 +1.0 +1.4 +1. + 6 +1.4 +1. 1. +1.5 +1.1 l l 1.7 +1.7 +2.1 I I +A ■ ■ ■ ■ ■ ■ ■ ■ FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 AVG/MIN 1 MAX/MIN I Project ROW 1.87 6.6 0.0 N. A. N.A. SHEET LT -202 +0.1 +0.2 +0.4 +0.5 +0.5 +0.4 +0.2 +0.0 +0.1 +0.4 +0.7 +0.8 +0.7 +0.5 +0.3 +0.1 W 52nd AVE. 0.1 0.2 0.5 1.3 1.3 1.0 0.6 0.4 0.2 +0. 0 +0.2 +0.7 2. 2 11.8 +1 . 1 +0.8 +0.5 +0.3 SITE MAP LEGEND E:::F-0 L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED 10 SHEET LT -202 +0.1 +0.2 +0.4 +0.5 +0.5 +0.4 +0.2 +0.0 +0.1 +0.4 +0.7 +0.8 +0.7 +0.5 +0.3 +0.1 W 52nd AVE. 0.1 0.2 0.5 1.3 1.3 1.0 0.6 0.4 0.2 +0. 0 +0.2 +0.7 2. 2 11.8 +1 . 1 +0.8 +0.5 +0.3 SITE MAP LEGEND E:::F-0 L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL i N `R7 of P 0 30 60 �J•���� SCALE: 1 " = 60' 8CE c� m� =o fAgnN .. n 5 N a DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 1 SHEET NUMBER LTG -201 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 1 SHEET NUMBER LTG -201 U O Z c � Z Lu Lu o o �Y o o w LL, w Xr�w teary O N H D M = �O N � O O ry Y N O J CO O Q N (n O O 0 U _ o) >m o Fy M Nd O D J J 0 SHEET LT -202 1.1 1.3 1.9 2. - 1.1 1. 1 • \ 1. 0 1. 3 2. L-12. 1. 1 1. 3 1. 8 7 \ +1.0 +1.3 +2.1 +2. I ® 0 +1.4 +2.3 +3. ■ SP1 O L I • I +0.8 +1.2 +2.1 +2. 0 3 I � +1.3 +2.0 . +4. 0.7 ]..2 1. 3 1 I I (D .0 +1.5 2.4 +.5 3 \ 0 I �\ � • I 0.7 .2 1. 2.22.2 3. \ \ +1.5 \ \ ■ ILL L • 0.7 ©.l 1. 1.6 I \ 2.2 2.6 4 3. \ \ ' 000.7 <�.0 1.1 1. \ 2.7 2.7 + \ / - +0.7.0 1.2 .3 I I \ • .0 +2.4 +2.6 1 \�-�// � ■ I � 3 • ° +0.7 1.1 1. +1.7 ° I + LP1: 7 +2.7 +2.3 1 .2 .0 .9 +4.7 3.4 3.4 I + \ � + „ + 0. 7 1. 2 1. 8 2. I 0 1 10 G . 2 2. 1 +2.2 1. +1.2 1. 6 +2.0 _ 2_• 9 5 3. 7S 4. 0 � 7 +2.9 2. 7■ I L � W 1 VE0.7 1.2 2.0 +3 \ + + + + + + + + + + + + +2 +2. + ■ \ 2.1 2.2 2.2 .0 .2 1.6 1.1 1.1 1.2 1.5 2.2 3.2 3.4 2.7 2.0 1.7 0.9 1.4 2.2 2.8 I W \\ \ 0 .9 2.5 2.8 2.4 1.8 1.3 0.9 0.7 0.9 1.4 ° J o 1.0 1.4 +2.2 2.8I I I + \ • +4.2 + 3.1 +2.6 +1.4 a �2 1.1 1.4 2.3 I W I \ 3 3.4 2.6 1 5 _ 1.1 1.5 2. 3.0 I \5 4.2 2.2 6 LP 2. 4 LP 2. 8 w I � +1 + + + I o^C (2#6, G 1 C + + (2#6,1 #10G1 C .1 1.5 2.3 I � 3.7 2.6 1 7 I Ql- \ 0 0.9 1.4 2.3 I .1 + LP 2: 3,5 Lu + + + L+ 0+ P + + 4 6 1 6G 1 "G- 0.8 1.3 2.1 2.8 I owo ® 1.9 2.3 L > +0.8 1.3 1.7 + +1 I \ I \ �- 1.4.8 2. I 1-4 +0.8 1.2 1.6 1 I I o 1.2 +1.4 +1.6 I 4 2.8 1.2 1.6 +1.7 I PRIVATE ALLEY F 0.8 1.2 11.6A, 1 1.7 1.4 I ■ �. I I W +0.8 11.3 +2 .0 2 I IL 1 1 +2.5 11.7 L P 2 : 1 LL.1 oC I +0.9 1.4 +2.4 I I 2 6 1 6 „C I �+2.6 +2.4 L_ G 1 3 (n I 1.0 1.5 +2.6 3.6 I +2.4 .0 1.1 1.5 2.3 3.2 I O + 21.8 L4 4 - 0.9 1.3 2.L_I.7 2. 3.0 +0.9 +1.1 +1.7 +2.0 2.3 +2.7 +4 e +0.7 +0.8 1.3 +1.4 e e +2.3 + 75� + 0 o O p e +0.6 +0.7 1.l +1.4 11.7 z a V+ + 2. 5 .3 3 . 4 +2 .5 +2.3 +2.5 3.l 3.3 +2 . 6 +2 . 2 . 3 +l . 9 +2 . 3 + . 8 13 5 +4.3 + + + + + + +1 + + + +�.l+ 1++++++++++++++++++ +2++0.6 0.8 1.1 1.2 1.5 1.1 1.1 1.4 1.8 2. 2. 9 .9 1 2.2 2.5 1.8.7 2.3 2.6 2.4 .5 2.6 2.8 2.9 2. 1.4 1.3 1.4 1.9 2.1 1.9 1.9 2.3 2.6 3.0 3.1 2.8 2.3 2.0 2.3 2.3 2.5 2.0 1.9 1.8 1.7 1.9 2.2 .6 2.6 2.5 0.6 0.8 1.0 1.0 1.3 1.0 1.0 1.3 +1.5 1.6 1.7 1.6 1.5 +1.5 1.6 1.6 1.5 1.3 1.3 1.4 l.R hD +l m �7/� 1.8 1.6 +1.5 1.3 1.2 1.1 1.2 +1.4 +1.4 1.4 1.2 1.4 1.6 1.8 1.8 1.7 1.5 1.5 +1.7 1.8 1.8 1.4 1.3 1.2 +l.l 1.2 1.4 1.6 1.6 1.6 0 +0.5 +0 .7 +0 .8 +0.9 11. 0 +0.8 +0.7 +0 .8 11. 0 +1 . 1 +1 . 1 +1 . 1 +1. 0 +0. 9 +0. 9 +1. 0 +1. 0 +0. 9 +0. 9 +0. 9 +0.9 +0 .9 V+l . 0 +l . 1 +l . 1,L1`+l . 1 +l . 1 11. 0 +0.8 +0.8 ■ ■ ■ ■ ■ ■ ■ ■ FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX MIN AVG/MIN MAX/MIN Project ROW 1.87 6.6 0.0 N.A. N.A. SITE MAP LEGEND E:::F-0 L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED 0 L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL CXYo m 0 30 60 SCALE: 1 " = 60' 8CE c� m� =o fAgnN .. n 5 N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 2 SHEET NUMBER LTG -202 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 2 SHEET NUMBER LTG -202 U c Z � Z Lu Lu o o �Y o o w Lu w oO L N d O N M = 0 0� ry 0 0 ry Y N CF) J CO O Q N (n N 0 U _ 0) m o Fy M Nd O D J J 0 FRIDGE .I<QA *2.0 *1 7 #.7 #.9 #.9 *2 0 *1 9 #.8 #.8 #.7 *1 8 *1 8 #.6 *1 6 *1 3 *1 1 *1 0 �.2 #.4 1.5 1.7 1.8.9 y 'l 8 'l 4 *1 1 *1 0 #.1 1.3 1.2 1.2 1.1 #.0 1.0 1.0 1.2 1.4 1.5 #.4 1.3 1.2 1.0 0.9 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.0 ■+1 . 3 +1 . 1 # . 2 # . 3 # . 3 +1 . 2 +1 . 3 # . 2 # . 2 # . 1 +1 . 1 +1 . 0 +0 . 9 +0 . 9 +0 . 9 +0 . 8 +0 . 8 *0 . 8 +0 . 8 +0 . 8 +0 . 9 +1 . 0 +1 . 2 # . 2 +1 . 2 +1 . 0 +0 . 8 +0 . 6 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 AVG/MIN 1 MAX/MIN I Project ROW 1.87 6.6 0.0 N. A. N.A. SITE MAP LEGEND E:::F-0 L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED 0 L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL /000 ?L23.2_02_0 0 30 SCALE: 1 " = 60' 60 8CE c� m� =o fAgnN .. n 5 N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 3 SHEET NUMBER LTG -203 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 3 SHEET NUMBER LTG -203 U O Z c � Z Lu Lu o o �Y o w Lu w Xr� 00 a �w o" N V = D O pry CO O Q (n O O 0 U _ 0) o ry N N d O D J J 0 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX *0 'o +0. +0. + + + +0. 0.0 0.0 0.0 .1 .4 .7 .1 0 0 0. 0.0 0.0 1 +0. + +0. +0. +0. + + +0. +0. +0. +0. +0. +0. +0. I + 4 0.2 1 0 0 0.0 0.0 0. 0 0 0 0 1 1 1 0.5 3.5' MAX/MIN I 0.28 9.8 5+ L5 I I N.A. +I q.0 0 ( . 0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 + 0.0 +0. 0 + + + + + + + + + + + 0.0 0.0 0. 2. 8 0 3 0.1 0.0 0.0 0.0 0.1 0.3 +0. 0 +0. 0 +0.0 +0. 1 +0. 4 +0. 6 + + + +0_o +n n +n n + + + + + + + + + + + + + + I + + 2.2 0.1 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 I 0.2 0.4 + + +n i + + + + + + + + + + + + I +0.2 +0.3 0 . 0 +0. 0 +0. 0 +0.0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0.0 +0. 0 +0. ® L5 --------- --------- - L6 TRACT LIGHT ° LP I I FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX MIN AVG/MIN MAX/MIN TRACT L 0.28 9.8 0.0 N.A. N.A. w L4 PRIVATE ALLEY F FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 AVG/MIN MAX/MIN I TRACT HH 0.64 4.1 0.0 N.A. N.A. r c milli, *.� SITE MAP LEGEND LOCATION AVG 1 E:::F-o L1 30' STREET LIGHT E:::F-o L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 AVG/MIN MAX/MIN 1 TRACT FF 1.92 2.8 0.7 2.74 4.00 Z3 8CE c� m� =o fA N n gn 5 N m DRAWNO H H �W H� WF C7 Q W H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SHEET 1 SHEET NUMBER I LTG -204 0 Z � z Lu Lu o o �Y o ?� o LL, w X°r�w o ry O N N H D V = O p ry Y N J N N N 0 U _ 6 Fy N N d O D J J 0 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX MIN AVG/MIN MAX/MIN TRACT T 0.81 7.5 0.0 N.A. N.A. TRACT P 1.53 2.3 0.8 1.91 2.88 TRACT Q 0.43 1.9 0.0 N.A. N.A. +1.4 +1. / + 1 2 1.2 112 1. 1.4 1.7 2.0r3/88+1 + 1.5 1 / 1.3 1.3 1. 1.8 .8+2. 1 +1. 8 +1 . 6 +1 . 5 +1 . 4 +1 . 6 +1. 9. 5 i SITE MAP LEGEND E:::F-o L1 30' STREET LIGHT E:::F-o L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED 0 L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL 8CE c� m� =o fAgnN .. n 5 N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SHEET 2 SHEET NUMBER I LTG -205 U Z � Z Lu Lu o o �Y o ?� o LL' w xr�w -0 Lo O N M 0 O p ry YN0) J CO O Q N N a3 0 U _ 6 Fy N N d O D J J 0 5 0.5 0.5 0.5 0. +0.7 +0.7 +0.7 +0. 8 +1.0 +1.1 +1.1 +1. 8 0.9 1.2 1.6 1.7 1. +1.2 +1.5 +1.7 +1.8 +1. 0 .3 1.7 In.8 1.5 1.7 1.3 0.9 0. 0 0.0 0.0 O L4 I +1 + + + + +0. +0. + + +0. + +0. +0. I 1 .4 1.8 1.4 1.7 1.3 9 6 0.4 0.2 1 0.0 0 0 1 + + + + + + + + + + + + + + + 1+ 1 1.3 1.7 1.6 1.4 1.6 1.6 1.2 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 10.0 + + + + + + + + + + + + + 1.9 1.6 1.2 0.9 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.( I + I+0.0 1 3 1.2 1.0 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 1 + 1+ 0 8 0.8 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0 � � 9 9 -9 A \ 0.5 0.5 4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 ,0 !r 0.1 0.1 0.2 0.2 02) 0.2 0.2 0.2 0.2 0.4 .7 0.6 \ 0.6 0.6 0.6 0. 6, iPJ.4 0.4 0.3 0.3 0.2 0.3 0.3 -0.-zi- \ \ / 1-11 / ` i +.9 0.8 0.8 0 R 0.9 0.8 0.6 0 0.5 + � \ / �\ \ . 1 +1. 1 +1 . 1 +1. 2 +1 . 1 L0�9 0 3 no \1.� 1.6 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) 0.3 0.2 0.2 0.1 0.1 0.1 0. 0.63 7.7 0.0 N. A. N.A. PEDESTRIAN LIGHT -CITY OWNED O 0.5 0.3 I.2 0.1 0.1 0.1 0.1 0. LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL +0 .8 0.5 0/ . {1 +0 . 2 +0 . 1 +0 . 1 +0 . 1 +0 . 1 +0 . O // 0.8 0.� 0.4 0.3 0.2 0.2 0.2 0.2 0. .0 +0 . 8 /+0 . 6 + . + 4 *0.3 +0 . 3 +0 . 3 +0 . 3 +0 . 5 0.5 0.5 0.5 0. +0.7 +0.7 +0.7 +0. 8 +1.0 +1.1 +1.1 +1. 8 0.9 1.2 1.6 1.7 1. +1.2 +1.5 +1.7 +1.8 +1. 0 .3 1.7 In.8 1.5 1.7 1.3 0.9 0. 0 0.0 0.0 O L4 I +1 + + + + +0. +0. + + +0. + +0. +0. I 1 .4 1.8 1.4 1.7 1.3 9 6 0.4 0.2 1 0.0 0 0 1 + + + + + + + + + + + + + + + 1+ 1 1.3 1.7 1.6 1.4 1.6 1.6 1.2 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 10.0 + + + + + + + + + + + + + 1.9 1.6 1.2 0.9 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.( I + I+0.0 1 3 1.2 1.0 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 1 + 1+ 0 8 0.8 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0 � � 9 9 -9 A \ 0.5 0.5 4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 ,0 !r 0.1 0.1 0.2 0.2 02) 0.2 0.2 0.2 0.2 0.4 .7 0.6 \ 0.6 0.6 0.6 0. 6, iPJ.4 0.4 0.3 0.3 0.2 0.3 0.3 -0.-zi- \ \ / 1-11 / ` i +.9 0.8 0.8 0 R 0.9 0.8 0.6 0 0.5 + � \ / �\ \ . 1 +1. 1 +1 . 1 +1. 2 +1 . 1 L0�9 0 3 no \1.� 1.6 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX 1 MIN 1 AVG/MIN 1 MAX/MIN I TRACT W 0.63 7.7 0.0 N. A. N.A. SITE MAP LEGEND 2 1 I ' I' I' E:::F-o L1 30' STREET LIGHT E:::F-o L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED O L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL I I I I I � 2 1 I ' I' I' I' 8 V 6 / I 4�1 I TRACT W 0l 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O. 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 1 I I 1 I I c" of B�:�3-ZaZa I� a DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SHEET 3 SHEET NUMBER LTG -206 LEGEND LOCATION AVG E:::F-o L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0° L3 PEDESTRIAN LIGHT -CITY OWNED L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT c::3 L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL c milli, *.� SITE MAP + + + + + + + + + + ++ + +0 +0 +0 10 +0 10 +0. + +0. +0. +0. +0. + + +0. + + 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.5 0.4 0.3 0.2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0.0 0.0 0.1 0.3 0.4 0.5 0.6 0.8 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.2 1.1 0.9 0.7 0.6 0.4 0.3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.8 1.0 1.2 1.2 1.2 1.0 0.8 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.6 0.8 0.9 1.0 1.0 0.9 0.8 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.9 1.1 1.4 1.6 1.6 1.4 1.1 0.9 0.7 0.5 0.3 U Z � Z Lu Lu o o �Y o ?� o LL' w x M w -0 O N o= �O N � O p ry Y N O J CO O Q N N O O 0 U _ 6 Fy NN d O D J J 0 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX 1 MIN 1 AVG/MIN 1 MAX/MIN I TRACT QQ 0.51 8.7 0.0 N. A. N.A. I� a DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SHEET 4 SHEET NUMBER LTG -207 0 L d C CCM N C Z Z W WC W 0 0 P 7 a ;0 w� w xo W CD W a� ooaoF 1p= C N O F N N J >,C> y, ar N Q GE Evolv LED Roadway Lighting ERL1-ERLH-ERL2 ■ Project name Date • • • • • • •• Type Typicai Specifications: ERL1-ERLH-ERL2 LED & Optical - OperatingTemperoture: • Output Range, 190Q - 30000 Im Description , • Photometric Options: Type II Narrow Type 4 Wide, Mounting Ply Type III, Type IV FYeN 10.11.D13 _7W.—Cla`� t7ela ej start ma be 9 - System Effieaey:100 - 145 LPW ERM 14.16 -40T to45'C experienced < -35°0 • CCT: 2700K, 3000K, 400OK: High brightness LEDs @ 70 CRI FM] 11 49-i0'CbSO�C POLE GE EVOLVE EN 2 30 -40•C W 45.0 TREE LAWNS / STREETS CITY Projected Lxx per IES TM -21 of 25°C for reference_ Construction & Finish Housing: - Die Cost Enclosure oz,07.08.09 6 L95 L91 L84 -tni - Costing -integral heat sink for maximum heat transfer oT.oe.a9 L9s L84 Lensing:Impact resistant tempered lass, standard P � g 10 L89 � LBO L64 ' Paint: Corrasion resistant polyester powder pointed, • � minimum 2.0 rail. thickne Sr ' "' ' ' "' 7,L85 -Standard Colors: Dark Bronze, Black, & Gray Ia.H L97 L96 I - RAL & custom colors available 1,14 Lgs L93 -Optional coastal finish available. 15.16 L94 091 Weight= 12.4lbs (5.6kg) - 24lbs 110.9kg) POLE: 16, 18. .75.19,28 a3 L95 ML94 L91 75,27,28 L95 L93 IAB 7 System Warra nt 5 Year Standard, 10 Year Optional y y' p 30 L9S l93 L87 Note: Pra)ecced Lxx hosed on LM80 [1D.000 hour WsWq DOE Lighng Facts Verific9on Tesvng Tokrovesapply to inliol luminausflux and Amen mdnteeance measurements • Dimming: Standard: 0-10V: Optional: DALI (120-277V Only) Input Voltage: 120-277 volt and 347-480 volt Input Frequency: 50/60Hz Power Factor (PF)*: >90% Total Harmonic Distortion ITHDI*: <20% ,Power /actor and TND taderanre exceptions FRLI W-1urW output -P5: Md TND -.vithm cine ^ces above only a1120 oak. FRLl'07' Lumen ourput V120 volt PF -0-99,9400 volt r = : ER11 v4%11-1 output 4880 wd t>-0-22% 1�C1tll'lf'�c Surge Protection: per ANSI C136.2-2 015: (Driver Internal): • 6kV/3kA "Basic: (120 Strikes)- - Standard on ERL1 fat -06) • 10kV/5kA "Enhanced: 140 Strikes)- - Standard an ERL1 107 -10), ERLH, ERL2 (Ad litionai Separate Secondary SP01 • 10kV/5kA 'Enhanced.- (40 Strikes) - Option "R" ■ 20kV110kA'Elevoted" 140 Strikes! -Option 'T" • Safety: UL/cUL Listed. UL 1598 listed, suitable for Wet locations (9/10D • Environmental: Compliant with the materials restriction -s of RoHS • EMI: Title 47 CFR Port 15 Class A • Vibration: 3G per ANSI 0136.31-2010 • LM -79 testing in accordance with IESNA Standards Std. Optical enclosure rated per ANSI 0136.25-2009: - ERL1/ERLH/ERL2 = IP65, Optional: IP66 * Sensors - Photo Electric sensors (PE) ova ilable. ' LightGrid'" compatible Mounting • Slipfitter with +/- 5 degree of adjustment for leveling. • Integral die cost mounting pipe stop - Adjustable for 1.25 in. or 2 in. mounting pipe. Suggested HID Replacement Lumen Levels --4,000-5,000 lumens to replace 100W H PS Cobra -head • -7,000-8,800 lumens to replace 15OW H PS Cobra -head -8,500-11,500 lumens to replace 20OW HIPS Cobra -head • -11,500-14,000 lumens to replace 2SOW HPS Cobra -head --21.000-30,000 lumens to replace 40OW HP5 Cobra -head NoteAauol rephxement lumens may very based upon mounting he'ght, pole sp", dmgn cvteno, etc A1.61 Extra NarrawMarrow Asymrnetnc A3 Type II Narrow Cl. El Asymmetric 5hordmediun B3 TUPic II Wile D 1, G 1 AsymmL-tric Fmword/ExtroWde C3 TWE III F1 PisymmetricYdide D3 -twe U E3 T py e I Enhanced Bar ••The mtarnrotion above is designed to prwrde a guideline to select the correct Amnore foromadway application The best and most occurate way to ensure the properdes,gn s do alighting layout Utilizing AGI 3 PART #30RTS 7.2/3-6" SGL HOR MAST-DABC-HH-AB-BRC-BLACK AST ALLOY POLE CAP .38"0 X 6" HORIZONTAL TENON MOUNTAIN STATES SUPPLIED GE ERLH FIXTURE NOMINAL 11,000 LUMEN OUTPUT, DISTRIBUTION TYPE PER CITY STDS. SEE SEPERATE FIXTURE CUTSHEET FOR DETAILS. PAINT FINISH; POWDER OVER ZINC RICH RED PRIMER (GALVANIZED ANCHOR BOLTS) 30' ROUND TAPERED STEEL POLE 7.2"0TO3"0 EPA: MINIMUM 11.5 EPA @ 90 MPH, 1.3 GF TWO-PIECE HEAVY DUTY CORROSION RESISTANT ABS BASE COVER, PAINTED TO MATCH POLES. WHEAT RIDGE 30' ROUND TAPERED STEEL POLE WITH GE ERLH, DEEP ABS BASE COVER, AND BREAK AWAY COUPLINGS 30' POLE DECORATIVE POLE STANDARDS BY MOUNTAIN STATES LIGHTING a t BASE COVER DETAIL 2 PIECE BASE COVER IS MADE OF ABS PLASTIC WITH A %" WALL THICKNESS AND CAN BE PAINTED TO MATCH POLE POLE BASE DETAIL " X 6" HAND HOLE IS CENTERED 12" BOVE BOTTOM OF POLE. INCLUDES UEATHERPROOF COVER WITH 'ANDAL RESISTANT FASTENERS ANCHOR PLATE IS 12" X 12" X 314" STEEL WITH 1%" X 1%" HOLES FOR 1"0 ANCHOR BOLTS ON 12"0 BOLT CIRCLE 4 BOLTS AT 90 DEGREES VO X 36" LONG X 3" HOOK BOLTS TO HAVE A 1 1' to 15' BOLT PROJECTION OUT OF THE CONCRETE. (KEEP THREADS CLEAN) BREAK AWAY BASE DETAIL NUT LOCK WASHER ID-2"0ODX.5" ',K WASHER 30LE ANCHOR PLATE AWAY COUPLING kNCHOR BOLT WITH /$' STAND OFF COVER CUT AWAY PART #30RTS 7.2/3-6" SGL HOR MAST- DABC-HH-AB-BRC-BLACK ALLOY POLE CAP 7 X 6" HORIZONTAL TENON MOUNTAIN STATES SUPPLIED GE ERLH FIXTURE NOMINAL 11,000 LUMEN OUTPUT, DISTRIBUTION TYPE PER CITY STDS. SEE SEPERATE FIXTURE CUTSHEET FOR DETAILS. PAINT FINISH; POWDER OVERZINC RICH RED PRIMER (GALVANIZED ANCHOR BOLTS) U ROUND TAPERED STEEL POLE /EPA: .2"0TO3"0 MINIMUM 11.5 EPA @ 90 MPH, 1.3 GF ❑ TWO-PIECE HEAVY DUTY CORROSION /RESISTANT ABS BASE COVER, ,/ PAINTED TO MATCH POLES. WHEAT RIDGE 30' ROUND TAPERED STEEL POLE WITH GE ERLH, DEEP ABS BASE COVER, AND BREAK AWAY COUPLINGS 20' POLE DECORATIVE POLE STANDARDS BY MOUNTAIN STATES LIGHTING 1 F BASE COVER DETAIL 2 PIECE BASE COVER IS MADE OF ABS PLASTIC WITH A %" WALL THICKNESS AND CAN BE PAINTED TO MATCH POLE POLE BASE DETAIL " X 6" HAND HOLE IS CENTERED 12" BOVE BOTTOM OF POLE. INCLUDES VEATHERPROOF COVER WITH 'ANDAL RESISTANT FASTENERS ANCHOR PLATE IS 12" X 12" X 3/4" STEEL WITH 1%" X 1Y" HOLES FOR 1"0 ANCHOR BOLTS ON 12"0 BOLT CIRCLE 4 BOLTS AT 90 DEGREES 1"0 X 36" LONG X 3" HOOK BOLTS TO HAVE A 1 8" to 1 $" BOLT PROJECTION OUT OF THE CONCRETE. (KEEP THREADS CLEAN) BREAK AWAY BASE DETAIL STUD NUT LOCK WASHER ID-2"0ODX.5" ;K WASHER 30LE ANCHOR PLATE AWAY COUPLING tNCHOR BOLT WITH /$' STAND OFF COVER CUTAWAY 1 MOUNTAIN STATES CY11T4 SERIES CUTOFF LED FIXTURE MOUNTED ON 3" O X 3" HIGH TENON VERIFY LED COUNT AND DISTRISITT(EN IWAFER JOB OPTIONAL: GFI DUPLEX RECEPTACLE W/TAYMAC ML40OG "IN USE" WEATHERPROOF COVER POLE SPECIFICATIONS: POLE BY MOUNTAIN STATES LIGHTING OUTSIDE DIAMETER: 4.5" WALL THICKNESS: 22" MINIMUM MATERIAL: ALUMINUM POLE WITH ELASTOMER BOLT COVER EPA: MINIMUM 20 IN 80 MPH ZONE PART # 12RSA-4.5 (.220) -TEN/3X3-OPTGFI-VBC-GAL-BK (INCLUDED IS A VANDAL PROOF 16"0 X 19" TALL GALLIVAN STYLE BASE COVER MADE OF 71 LB/FT3 HIGH DENSITY ELASTOMER) FINISH: PAINTED BLACK 2 %2' X 6" HAND HOLE CENTERED 12" FROM BOTTOM OF POLE LOCATED BEHIND DECORATIVE BASE. GROUND BOLT LOCATED ACROSS FROM HAND HOLE OPENING. A I L1 & L2 — STREET LIGHTING CUT SHEETS B L3 — CITY OWNED PEDESTRIAN LIGHTS NO SCALE NO SCALE LIGHT FIXTURE SCHEDULE NO SCALE GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL CONDUITS FOR STREET LIGHT ELECTRIC CIRCUIT UNDER SIDE WALK. LEGEND sL STREET LIGHT -1" SIDEWALK A TRENCH SECTION SCALE: 1: 30 �: NP�9 � ■»:at�9:I � � tf I SIH �y fl � �y � Xy GROUND LUG IN POLE. 1"x36" BOLTS WITH 4" HOOKS.(TYP. OF o 4 BOLTS.) THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING DESIGN OF ANCHOR BOLTS AND CONCRETE POLE BASE TO MEET LOCAL WIND LOADING REQUIREMENTS. SHOP DRAWINGS SHALL BE STAMPED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF COLORADO. ll 1 TRENCH DETAIL E POLE BASE DETAIL NO SCALE NO SCALE 2' BOLT PROTECTION SHOULD BE 4" / FINISHED GRADE. (4) #5 REBAR WITH TIES [deP►[a:7tit�ti• 7�9g QUAZITE 11' x 18' x 12' PULLBOX — PG1118Z545 SCH 80 PVC 30" MIN. BELOW GRADE. 3/4"x8' COPPER GROUND ROD WITH THERMWELD BARE #6 CU. ANCHOR PLATE DETAIL ANCHOR PLATE IS 113/" X 11%" X %" ALUMINUM WITH 4 EA %" SLOTS FOR %" - %4' 0 ANCHOR I 1 I BOLTS ON 8" - 12Y2" 0 CIRCLE. 4 1 \ % EA%" -%4 0X18"LONG X3" — HOOK ANCHOR BOLTS HAVE A 3%" PROJECTION OUT OF CONCRETE city Of z�.za2a 1 8 DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING LIGHTING DETAIL SHEET NUMBER LTG-DTL -SITE Type Lamp Description Finish Voltage Mounting Manufacturer Catalog Number Location Maintenace L1 HIGH OUTPUT LED SOURCE, MOUNTAIN STATES 5 INCH DIAMETER, 30 FOOT BLACK 120 POLE GE EVOLVE LIGHT: TREE LAWNS / STREETS CITY 11,500 LUMENS, 4000K ALUMINUM POLE WITH 1 -PIECE, GE EVOLVE ERLH-11C330-LM-63-2002 LED STYLE FIXTURE, FORWARD THROW DISTRIBUTION POLE: GE ERLH/BREAKAWAY L2 HIGH OUTPUT LED SOURCE, MOUNTAIN STATES 5 INCH DIAMETER, 20 FOOT BLACK 120 POLE GE EVOLVE LIGHT: TREE LAWNS / STREETS CITY 11,500 LUMENS, 4000K ALUMINUM POLE WITH 1 -PIECE, GE EVOLVE ERLH-11C330-LM-63-2002 LED STYLE FIXTURE, FORWARD THROW DISTRIBUTION POLE: GE ERLH/BREAKAWAY L3 HIGH OUTPUT LED SOURCE, MOUNTAIN STATES 4.5 INCH DIAMETER, 12 FOOT BLACK 120 POLE MOUNTAIN STATES LIGHT: TREE LAWNS / STREETS CITY 6,797 LUMENS, 4000K ALUMINUM POLE WITH 1 -PIECE, VALIANT FULL LIGHTING CY11T4 CUTOFF LED FIXTURE, TYPE II DISTRIBUTION POLE: PER SPECIFICATION ABOVE SIDEWALK A TRENCH SECTION SCALE: 1: 30 �: NP�9 � ■»:at�9:I � � tf I SIH �y fl � �y � Xy GROUND LUG IN POLE. 1"x36" BOLTS WITH 4" HOOKS.(TYP. OF o 4 BOLTS.) THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING DESIGN OF ANCHOR BOLTS AND CONCRETE POLE BASE TO MEET LOCAL WIND LOADING REQUIREMENTS. SHOP DRAWINGS SHALL BE STAMPED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF COLORADO. ll 1 TRENCH DETAIL E POLE BASE DETAIL NO SCALE NO SCALE 2' BOLT PROTECTION SHOULD BE 4" / FINISHED GRADE. (4) #5 REBAR WITH TIES [deP►[a:7tit�ti• 7�9g QUAZITE 11' x 18' x 12' PULLBOX — PG1118Z545 SCH 80 PVC 30" MIN. BELOW GRADE. 3/4"x8' COPPER GROUND ROD WITH THERMWELD BARE #6 CU. ANCHOR PLATE DETAIL ANCHOR PLATE IS 113/" X 11%" X %" ALUMINUM WITH 4 EA %" SLOTS FOR %" - %4' 0 ANCHOR I 1 I BOLTS ON 8" - 12Y2" 0 CIRCLE. 4 1 \ % EA%" -%4 0X18"LONG X3" — HOOK ANCHOR BOLTS HAVE A 3%" PROJECTION OUT OF CONCRETE city Of z�.za2a 1 8 DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING LIGHTING DETAIL SHEET NUMBER LTG-DTL Cw Po �Y o o LLI ry LU d LU :_�� 0 M d ry (L IU 2 Q 0 O N = O ON Q' O J J N N O Q (n Q CO OO �? Q In U _ onto o ry N Nd 0 D J J 0 32" 12' 11' 6" 6%2 13 MOUNTAIN STATES CY11T4 SERIES CUTOFF LED FIXTURE MOUNTED ON 3" O X 3" HIGH TENON VERIFY LED COUNT AND DISTRIBUTION TYPE PER JOB OPTIONAL: GFI DUPLEX RECEPTACLE W/TAYMAC ML4000 "IN USE" WEATHERPROOF COVER POLE SPECIFICATIONS: POLE BY MOUNTAIN STATES LIGHTING OUTSIDE DIAMETER: 4.5" WALL THICKNESS:.22" MINIMUM MATERIAL: ALUMINUM POLE WITH ELASTOMER BOLT COVER EPA: MINIMUM 20 IN 80 MPH ZONE PART # 12RSA-4.5 (.220) -TEN/3X3-OPTGFI-VBC-GAL-BK (INCLUDED IS A VANDAL PROOF 16"0 X 19" TALL GALLIVAN STYLE BASE COVER MADE OF 71 LB/FT3 HIGH DENSITY ELASTOMER) FINISH: PAINTED BLACK 2 %2" X 6" HAND HOLE CENTERED 12" FROM BOTTOM OF POLE LOCATED BEHIND DECORATIVE BASE. GROUND BOLT LOCATED ACROSS FROM HAND HOLE OPENING. ANCHOR PLATE DETAIL ANCHOR PLATE IS 113/" X 113/4" X �{ 3/4" ALUMINUM WITH 4 EA SLOTS FOR %" - %4" 0 ANCHOR BOLTS ON 8" -12Y2" 0 CIRCLE. 4 EA%"-3/"0X18"LONG X3" �._ HOOK ANCHOR BOLTS HAVE A — 3%2" PROJECTION OUT OF CONCRETE L 1 KNIGHT" BOLLARD NOMINAL DIMENSIONS (SURFACE MOUNT) mm) (lamp housing with reflector amp HIIJ (shown)or borosftmte glasslens] soc a as require y amp quadrant casting 43.1 " (1095 mm) illast tray allast (HID ballast shown) " x 8" (203 mm x 203 mm) uminum column ise plate with anchor bolts cond uit with 2 wire whip (by others) cast -In -o ace J - bolt anchors poured concrete footer (76', NOMINAL DIMENSIONS (SECURITY CORE) I- 18" (203 mm) imp housing with reflec or amp s own or CFL I )orosl ica e glass lens ocket (as required by lamp) PRODUCT DATA to ast ballast s own lallast tray x mm 203 mm Iluminum column lase plate wl anc or o sc e u e 160 pipe (16 mm) wall thickness welded cross suppo s x poured concrete security footer 18" x 18" x 30" (457 mm x 457 mm x 762 mm) minimum T800.451.0410 I www.forms-surfaces.com FORMS+SURFACES® © 2018 Forms+Surfacese I All dimensions are nolTiinal. Specifications and pricing subject to change without notice. For the most current version of this document, please refer to our website at www.forms-surfaces,com. page 2 of 4 1 Rea. 09-14-18 *.�z milli, M_Elk • 111, SITE MAP TM Adjust-e-Lume° MR16 Halogen BKSSL°) , DELTA S "I love this fixture because it gives me maximum flexibility! I can dim to get to the BASE PLATE MOUNTING DETAIL exact light balance on a project (sometimes I want a brighter background, other Description times I want a dimmer background). The ability to dim allows me to compose the - 7.50" (190 mm) - Manufacturer optics are another great feature, in case I get caught out, or when the plant material Location grows and I need a more open beam.'S 4.94" (124 mm) Linda Lees, Lightstudio Inc, BKU Fall 2072 �'63"I (16 mm) BLACK FOR USE WITH 4'.. Power `_applies POLE dia. thru + PASEOS/OPEN SPACE + 6,797 LUMENS, 4000K holes for 1/2=1 anchor boltss((4x) U Lighting 2.50" � E E (63 mm) dia. condul I opening POLE: rn LLLq Q a� � NOMINAL DIMENSIONS (SECURITY CORE) I- 18" (203 mm) imp housing with reflec or amp s own or CFL I )orosl ica e glass lens ocket (as required by lamp) PRODUCT DATA to ast ballast s own lallast tray x mm 203 mm Iluminum column lase plate wl anc or o sc e u e 160 pipe (16 mm) wall thickness welded cross suppo s x poured concrete security footer 18" x 18" x 30" (457 mm x 457 mm x 762 mm) minimum T800.451.0410 I www.forms-surfaces.com FORMS+SURFACES® © 2018 Forms+Surfacese I All dimensions are nolTiinal. Specifications and pricing subject to change without notice. For the most current version of this document, please refer to our website at www.forms-surfaces,com. page 2 of 4 1 Rea. 09-14-18 *.�z milli, M_Elk • 111, SITE MAP TM Adjust-e-Lume° MR16 Halogen BKSSL°) , DELTA S "I love this fixture because it gives me maximum flexibility! I can dim to get to the MATERIAL* exact light balance on a project (sometimes I want a brighter background, other Description times I want a dimmer background). The ability to dim allows me to compose the Voltage scene like a painting, from on the ground instead of up in a tree.The interchangeable Manufacturer optics are another great feature, in case I get caught out, or when the plant material Location grows and I need a more open beam.'S 6. Linda Lees, Lightstudio Inc, BKU Fall 2072 MOUNTAIN STATES 4.5 INCH DIAMETER, 12 FOOT BLACK FOR USE WITH 4'.. Power `_applies 2 1/4" (57mm) 7'• 8 mm) *Delta Star with Wit Halogen source is only available in aluminum and brass. Seepage 303 for Catalog ordering information. A L4 — DISTRICT OWNED PEDESTRIAN LIGHT SPEC SHEETS B L5 — BOLLARD LIGHT SPEC SHEET C I L6 — LANDSCAPE LIGHT SPEC SHEET NO SCALE NO SCALE I I NO SCALE D LIGHT FIXTURE SCHEDULE NO SCALE SITE Type Lamp Description Finish Voltage Mounting Manufacturer Catalog Number Location Maintenance L4 HIGH OUTPUT LED SOURCE, MOUNTAIN STATES 4.5 INCH DIAMETER, 12 FOOT BLACK 120 POLE Mountain States LIGHT: PASEOS/OPEN SPACE DISTRICT 6,797 LUMENS, 4000K ALUMINUM POLE WITH 1—PIECE, VALIANT FULL U Lighting CY117`4 � �o CUTOFF LED FIXTURE, TYPE II DISTRIBUTION o�a� POLE: Q a� � PER SPECIFICATION ABOVE L5 16W LED SOURCE, 362 FORMS+SURFACES 8 INCH DIAMETER, 3.6 FOOT BLACK 120 BOLLARD Forms+Surfaces LBKNI-LED-4K-BO-U2-GO PASEOS/OPEN SPACE DISTRICT LUMENS, 4000K ALUMINUM BOLLARD WITH LED FIXTURE H L6 LED SOURCE, 410 LUMENS, B—K LIGHTING, DELTA STAR ALUMINUM GROUND BRONZE 120 GROUND MOUNT B—K Lighting DS -MR -3 -BLP -9-1 1 -A-360SL PASEOS/OPEN SPACE DISTRICT 3000K, 7,5 WATTS MOUNTED DIRECTIONAL ACCENT LANDSCAPE LIGHT ®B -K LIGHTING 23 Quality to Last a Lifetime" www.bklighting.com cky of 23.2aZa m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING LIGHTING DETAIL SHEET NUMBER LTG=DTL2 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING LIGHTING DETAIL SHEET NUMBER LTG=DTL2 U) C w o �Y o ?� o wQ w x (LIU -0lllja o Q p L6 2 00 U 0 ry YN0) J M0Q N (n 0 U _ o) > o Fy O D J J 0 PROVIDE NEMA 3R ENCLOSURE WITH HINGED LOCKABLE DOORS 200A CONTINUOUS DUTY METER SOCKET WITH LEVER ACTIVATED LOCKING JAW BYPASS IN COMPLIANCE WITH XCEL STANDARDS 100 K VA 120/240V UTILITY CO TRANSFORMER PANEL LP1 NO SCALE 60A 2P, NEMA 3R - FUSED DISCONNECT 60A FRN—R FUSES G N (3#1,1#6G CU)1.5"C 120/240V, 1 PH, 3W, 60A MAIN BREAKER, 22,000 AIC, SERVICE ENTRANCE RATED VA20 #6AWG CU GFI LP112 X1 T a Q Q d d X0 (3#1 CU) 1 "C UNDERGROUND —25' (2)5/8"x8CU--_ECONDUITS FOR GROUND ROD = = BRANCH CIRCUITS Short Circuit Calculation Conner Conductors PHOTOCELL LIGHTING CONTACTOR CONTROL RELAY WITH PHOTOCELL OUTPUT AND TIMECLOCK OVER—RID ASTRONOMICAL TIME CLOCK 4" CONCRETE HOUSEKEEPING PAD E4�ENDC�NOUTSFRO'MUPADE) CAP AT BOTH ENDS. Fault "X" Ise Available Feeder Wire Size Conduit Wire Type Constant "C" Number of Sets Length Volts L to L "f" Factor "M" multiplier Ise at Fault Steel PVC X1 29,600 1 X copper 7493 1 25 240 0.7127 0.5839 17,283 PROVIDE NEMA 3R ENCLOSURE WITH HINGED LOCKABLE DOORS 200A CONTINUOUS DUTY METER SOCKET WITH LEVER ACTIVATED LOCKING JAW BYPASS IN COMPLIANCE WITH XCEL STANDARDS 100 KVA 120/240V UTILITY CO TRANSFORMER B PANEL LP2 NO SCALE 60A 2P, NEMA 3R - FUSED DISCONNECT 60A FRN—R FUSES G N (3#1,1#6G CU)1.5"C 120/240V, 1 PH, 3W, 60A MAIN BREAKER, 22,000 AIC, SERVICE ENTRANCE RATED "LP2" #6AWG CU GFI LP2;2 T x1 4 d d d v .v a • 4 dv a. XO AMP— (3#1 CU)1 "C UNDERGROUND N25' (2)5/8"x8CU CONDUITS FOR GROUND ROD = = BRANCH CIRCUITS Short Circuit Calculation Conner Conductors PHOTOCELL LIGHTING CONTACTOR CONTROL RELAY WITH PHOTOCELL OUTPUT AND TIMECLOCK OVER—RID ASTRONOMICAL TIME CLOCK 4" CONCRETE HOUSEKEEPING PAD EXTENDC3N CONDUITS. (FUTURE) CAP AT BOTH ENDS. Fault "X" Ise Available Feeder Wire Size Conduit Wire Type Constant "C" Number of Sets Length Volts L to L "f" Factor "M" multiplier Ise at Fault Steel PVC X1 2000 1 X Copper 7493 1 25 240 0.7127 0.5839 17,283 z milli, *.� SITE MAP W� �r.Z3.ZaZa BCE c� m� =o fA N n gn N m DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL3 PANEL LP's Mounting Method Panel Status Panel Information RELOCATED ❑ ❑ Volt: 240/120 Bus Rating 100A SURFACE'❑ SURFACE ❑ NEW ❑ Phase 1 Main Breaker: 60A FLUSH ❑ FLUSH ❑ EXISTING Wire ❑ Wire 3 AIC Rating: 22,000 Feeder - Feeder - Feed From UTILITY Description Ckt New: Code: Description Load Bkr P € Ph': Ph P Bkr Load Description Code: New: Ckt # I BKR : VA VA BKR # A B VA 726 BKR # 1 1 W 51ST AVE LIGHTS 458 20 1 • 1 20 180 ENCLOSURE REGEP/TIMECLOCK 2 ❑ 2 --------------- 3 ---------- ------------------- -- n 1 WARD RD NORTH LIGHTS ------- --- --------------------;------------------------;----------- SSb 20 ---------- l ----------- ----- • 1 20 SSb -------------- --- ------------------- --- ------------------- --- ------------------- VIVIAN ST EAST LIGHTS --- ----------- -------- --- --- 14 1 • 5 .,...,I..:...................:...................................................................................................................................................................................................................:........................:.................................:................................................................................................................................. 1 :WARD RD SOUTH LIGHTS 582 20 4 1 1 20 582 VIVIAN ST WEST LIGHTS .................. 1 6 7 1 ------------------ --- ------------------- --- ------------------- --- ------------------- --- ---------------------------------------------- VIVIAN ST SOUTH LIGHTS 242 20 --- ------ 1 ----------- --------------------------------- • - ------------------- --- -------------- --- ------------------- --- ------------------- --- ------------------- :SPACE --- -------------- ----------------- 8 Load VA Code Description Load VA Dem Load Summary Load Summary 1 lighting 3774 1 Lighting 2976 125%'0 Per Phase 2 Rec up to 10,000 180 2 Rec up to 10,000 180 100% VA Ph A 1802 VA Rec over 10,000 50%'0 Rec over 10,000 Ph B 50%'0 VA Ph B 1354 VA 3 Motor 3 Motor 1000 Largest Motor 125%•0 Largest Motor 125% 4 Heater 4 Heater Connected 100%'0 3954 VA Connected 3156 VA Kitchen 5 Kitchen Code 100% Code Demand 3900 VA Other 6 Oth er 100%'0 7 Sub Panel 7 Sub Panel Code 10070 Code Demand 16.25 Amps z milli, *.� SITE MAP W� �r.Z3.ZaZa BCE c� m� =o fA N n gn N m DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL3 PANEL LP2 Mounting Method Panel Status Panel Information RELOCATED ❑ Volt: 240/120 Bus Rating 100A SURFACE'❑ NEW ❑ Phase 1 Main Breaker: 60A FLUSH ❑ EXISTING ❑ Wire 3 AIC Rating: 22,000 Feeder - Feed From UTILITY Ckt: New: Code: Description Load Bkr P Ph Ph : P Bkr Load Description Code: New: Ckt # BKR VA A B VA BKR # 1 1 RIDGE ROAD LIGHTS 726 20 1 • 1 20 180 ENCLOSURE RECEP/TIMECLOCK 2 ❑ 2 3 ---------------- 1 --- --- - RIDGE ROAD LIGHTS 726 20 1 • 1 20 726 W 51ST AVE LIGHTS 1 4 5 1 :RIDGE ROAD LIGHTS 484 20 1 • 1 20 216 :UNION CT LIGHTS 1 6 7 1 ::UNION CT LIGHTS 340 20 1 • 1 20 556 W 51ST AVE LIGHTS 1 8 Code Description Load VA Dem Load Summary 1 lighting 3774 125% Per Phase 2 Rec up to 10,000 180 1007o Ph A 1606 VA Rec over 10,000 50%'0 Ph B 2348 VA 3 Motor 10070 Largest Motor 125%•0 4 Heater 10070 Connected 3954 VA 5 Kitchen 100% Code Demand 4898 VA 6 Other 100%'0 7 Sub Panel 10070 Code Demand 20.41 Amps z milli, *.� SITE MAP W� �r.Z3.ZaZa BCE c� m� =o fA N n gn N m DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL3 U) o �Y o o c� � wQ w x M w 0- J L O D L _ O p ry Y N O J N (n O O 0 0) o Fy N Nd O D J J 0 VOLTAGE DROP TABLE NO SCALE c milli, *.� SITE MAP cry at G23ZaZa 8CE c� m� =o fA N n gn N m H VOLTAGE DROP REPORT Project Title: The Ridge at Ward Station Q Z � Q U � �o o�a� Circuit Result Wire #/ Load Load Q a� Description Circular Length 1=CU (12) Volts Ph Voltage � w Size ph Amps %Drop H Mils Feet 2=AL(18)VA Drop ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... P 1 Circuit 1 10 1 10380 2501 1 120 1 458 3.81 2.2 1.84 P 1 Circuit 3 8 1 16510 5721 1 120 1 556 4.6 3.9 3.21 P l ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Circuit 48 1 16510 567' 1 120 1 556 4.6 3.8: 3.18 P 1 Circuit 5 8 1 16510 512; 1 120 1 582 4.9: 3.61 3.01 P 1 Circuit 6 8 1 16510 562: 1 120 1 582 4.9 4.0 3.30 P 1 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Circuit 7 10 1 10380 238: 1 120 1 242 2.0 1.1 0.92 P 1 Circuit 8 1 1 120 1 P2 Circuit 1 6 1 26240 500 1 120 1 726 6.1: 2.8 2.31 P2 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Circuit 38 1 16510 471 1 120 1 726 6.1 4.1 3.45 P2 Circuit 4 6 1 26240 585; 1 120 1 1 726 1 6.1:: 3.2: 2.70 P2 Circuit 5 6 1 26240 707: 1 120 1 484 4.0 2.61 2.17 P2 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Circuit 6 8 1 16510 830: 1 120 1 216 1.8 2.2 1.81 P2 Circuit 7 1 1 120 1 P2 Circuit 8 6 1 26240 6411 1 120 1 556 4.6 2.7 2.26 P2 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................, Circuit 91 1 120 11 .................................................................. ...............................................,................................................................... P2 Circuit 10 8 1 16510 810' <.............................................., 1 120 1 340 2.8 <................................................................... 3.3: 2.78 c milli, *.� SITE MAP cry at G23ZaZa 8CE c� m� =o fA N n gn N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL4 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL4 From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Permit Application (For permits which do not have a form already) Date: Thursday, April 16, 2020 1:45:24 PM Permit Application (For permits which do not have a form already) This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5129.513 Vivian Street Property Owner Name Toll Brothers Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) 303-708-0730 twestbrook@tolIbrothers.com Pro Systems, Professional Electrical Systems, Inc. 202064 303-525-5085 Contact Email Address bminer@prosystemselectric.com Retype Contact Email bminer@prosystemselectric.com Address 01 :K161 Cl 191 [*] 0 N] ayOli bl S 2/ Detailed Scope of Installation of city electrical meter pedestal with 24 street lights Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Location of work North and west area of project (backyard, on roof, etc) Project Value (contract 127,680.00 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x City 5129.5 Vivian St.odf 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. Yes I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Bruce Miner Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9� INSPECTION NOTICE Inspection Type: Job Address: -M 2-9. S -IS - Permit Number: /2cp7 C/. c l 4 ❑ No one available for inspection: Tim - y� Re -Inspection required: Yes C When corrections have been made, s dule for re -inspection online at: http //www.ci.wheatridge.co.unspe tiot Date:��-q,, 70?_(��Inspe, or -- City of --�4W heat Idge COMMUNITY DcVEI:OPMENT FOR OFFICE USE ONLY Approved by: 1 � Ur --1— —l. @- % . mod J Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Single Family Developments This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification must be submitted for review and approval prior to proceeding with any further construction. DATE: 5/18/2020 PERMIT# 20200392 ADDRESS: 5129 Vivian Street LOT 7 BLOCK 9 Ridae at Ward Station SUBDIVISION I hereby certify that the elevation and location of the recently constructed structural foundation for the above property described above has been measured by me or directly under my supervision. For the recently formed or constructed building foundation corners, the setback distances have been found by me to be in compliance with City of Wheat Ridge required limits and the elevations as stated herein have been found by me to be in compliance with the Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 12.5' REAR: 6.0' SIDE: 0.5' SIDE: 0_0' If in the floodplain, the MINIMUM ELEVATION is determined to be: N/A (NAVD88). The above measurements have been determined on the following location: (Check only one): V Top of proposed foundation prior to placement of concrete The setback and elevation Signed Print Top of foundation subsequent to placement of concrete ti• Xc c O 36052 ;ittveyor r� .........• �J 1� �i��l L AN�.dll www.ci.wheatridge.co.us ed on the attached exhibit. Date 6/23/2020 Rev 11/18 FOUNDATION EXHIBIT LOTS 7 THROUGH 9, BLOCK 9 THE RIDGE AT WARD STATION CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1-0 1 C::) OD 01 yl� 000 .76 cp 0G 61 76.DO '0 A�N 9CALE.- 1- 20' 19 SETBACKS: FRONT: 10' 0 REAR: 5' SIDE: 0' OD 14 X'o 15Know what's below. . Call before you dig. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON ME (MMULUAKM LOTS 7 THRU 9, BLOCK 9 ENGINEERING - PLANNING - SURVEYING - ENVIRONMENTAL CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON ESE Consultants, Inc. 10 Inverness Drive East - Suite 12S - Englewood, CO 80112 TOLL #1 4-16 T: 303-70"730)(M VIVIAN STREET FILE NAME: SHEET DRAWN: CHE ALE ORDER NUMBER: 7KED. FDATE IF� , JLA 1JLA 116/22/2020 jLI:—:.20�'INA 14284—LOTS-14-16—FORM—CHECK NO.: 1 OF i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes=, ,,Nq1_) When corrections have been hffp✓/www.ci. wheatridge. co. u Dat :_ for re -inspection online at: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: � �- ��-� ISE Job Address: Permit Number: ❑ No one available for inspection: Ti Re -Inspection required: Yes No When corrections have been made, s ule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspection °) D t Insp6cto 7 r r PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Electric PERMIT - 202000739 202000739 ISSUED: 04/29/2020 5129.5B Vivian St EXPIRES: 04/29/2021 Install electrical meter pedestal with 24 street lights; north and west are of project *** CONTACTS *** OWNER (303)708-0730 TOLL SOUTHWEST, LLC SUB (720)221-5421 CHUCK HARBAUGH 202064 PROSYSTEMS PROF. ELEC. SYSTEMS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2927 / PARK MEADOWS BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 127,680.00 FEES Total Valuation 0.00 Plan Review Fee 120.00 Use Tax 2,681.28 Permit Fee 1,312.65 ** TOTAL ** 4,113.93 *** COMMENTS *** ** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is subject to field inspection. City of Wheat Ridge Commercial Electric PERMIT - 202000739 PERMIT NO: 202000739 ISSUED: 04/29/2020 JOB ADDRESS: 5129.5B Vivian St EXPIRES: 04/29/2021 JOB DESCRIPTION: Install electrical meter pedestal with 24 street lights; north and west are of project I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attesthat I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original �ermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall n roceed or conceal work without written approval of such work from the Building and Inspection Services Divi&.5. 6. The ce r granti of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any appyco ran or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Permit Application (For permits which do not have a form already) Date: Thursday, April 16, 2020 1:45:24 PM Permit Application (For permits which do not have a form already) This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 5129.513 Vivian Street Property Owner Name Toll Brothers Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number (enter WITH dashes, eg 303-123- 4567) 303-708-0730 twestbrook@tolIbrothers.com Pro Systems, Professional Electrical Systems, Inc. 202064 303-525-5085 Contact Email Address bminer@prosystemselectric.com Retype Contact Email bminer@prosystemselectric.com Address 01 :K161 Cl 191 [*] 0 N] ayOli bl S 2/ Detailed Scope of Installation of city electrical meter pedestal with 24 street lights Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Location of work North and west area of project (backyard, on roof, etc) Project Value (contract 127,680.00 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 8 1/2" x 11 " Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 11" x City 5129.5 Vivian St.odf 17" or larger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. Yes I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Bruce Miner Permit Email not displaying correctly? View it in your browser. U) O �0�o Y o Lu ry Lu w w 0 o 0 O N = O p ry YN0) J �Ln0 Q N N O O 0 U _ o Fy N Md O D J J 0 1 1 1 1 1 1 1 1 1 1 1 1 r7 I 0 ry 0 ry Q W 52nd AVE. 0 ' RIDGE ROAD I -;O � City of op"Ahl r W heatR- COMMUNBY DEVELOPMENT APPROVED Review VOr Code Compliance �:23.Za2a Plans Examiner � Date Va�idit+ of pSrmiN: Thi issr ame of a permit or Wrovo of plans sW0aWn# and compurations shuN rfat be a permit for. or an approval of, ony viciabon to any of the provisions c j the btu ding rode or of ajr 4`fty o►di s. PlermNs QreAmAg to ghee outhority to viol W or cancel the provisions of the."Aft codes oar'othtr onftoomof the City shall root be w idt z milli, *.� ON 111, ,��. I1111I11111I11111, SITE MAP O H H w Za y o J� ? m M a 0 .+ G W uj ' RIDGE ROAD I -;O � City of op"Ahl r W heatR- COMMUNBY DEVELOPMENT APPROVED Review VOr Code Compliance �:23.Za2a Plans Examiner � Date Va�idit+ of pSrmiN: Thi issr ame of a permit or Wrovo of plans sW0aWn# and compurations shuN rfat be a permit for. or an approval of, ony viciabon to any of the provisions c j the btu ding rode or of ajr 4`fty o►di s. PlermNs QreAmAg to ghee outhority to viol W or cancel the provisions of the."Aft codes oar'othtr onftoomof the City shall root be w idt z milli, *.� ON 111, ,��. I1111I11111I11111, SITE MAP 1 1 1 1 1 1 � -1 L -1 F 0 50 SCALE: 1 " = 50' m 8CE c� m� =o fA N n gn N m O H H w Za y o J� ? m M a 0 .+ G W uj Z Z O ua Om U � 1 1 1 1 1 1 � -1 L -1 F 0 50 SCALE: 1 " = 50' m 8CE c� m� =o fA N n gn N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING INDEX SHEET SHEET NUMBER LTG -200 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING INDEX SHEET SHEET NUMBER LTG -200 U c Z � Z Lu Lu o o �Y o o w Lu w w 0oary O N D M = N � O o ry N U) J N 0 0 Q N (n N 0 0 U _ 0) m o Fy M Nd O D J J 0 +0.2 +0.4 +0.5 +0.6 +0.5 0.3 0.6 0.9 +1 +0.4 +0.9 +1.3 1.2 +0.5 1.0 *lL 0.7 0.5 1.1 +1. 2.1 +0.8 +1.1 +1. O +0.6 +1.0 +1.4 +1.8 +0.6 1.0 +1.6 +.9 0.8 1.2 2. 2.4 O +1.0 +1.5 +2.7 +3.5 +1.1 1.6 L + +1.1 1.7 +2.9 4.3 1.1 1.7 .9 4.0 +1.0 +1.4 +2.4 +3.0 O +0.8 1.2 +1.9 +2.1 0.7 +lQl ' 1.6 1. +0.7 +� +l. +2. Dp +0.8 +1.9 +2. 0.9 1041 1L + 0.8 +1.5 +1.1 l l 1.7 +1.7 +2.1 I I +A ■ ■ ■ ■ ■ ■ ■ ■ FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 +0.8 +: +1 +2. 6.6 +0.8 1.2 .5 +1. BOLLARD LIGHT 0.7 1.0 LANDSCAPE LIGHT ° LP +0.8 +1.1 +1. +1. +1.0 1.4 .3 +2. � 1.1 1.6 2 8 3. ���+4 o�a� +1.2 +1.7 +2. +1.1 1.6 +2 + 1.0 1.4 .2 2. +0.8 +1.1 +1. +2. a� +0.8 1.2 +1.7 +2. 0.8 1.4 1.9 2. � +0.8 +1.4 +2.0 2.0L +3 . L +0.8 1.4 +1.9 +2. H + 0.8 + 1.2 + 1.6 + 1. + 1 " +0.7 +1.0 +1.4 +1. + 6 +1.4 +1. 1. +1.5 +1.1 l l 1.7 +1.7 +2.1 I I +A ■ ■ ■ ■ ■ ■ ■ ■ FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 AVG/MIN 1 MAX/MIN I Project ROW 1.87 6.6 0.0 N. A. N.A. SHEET LT -202 +0.1 +0.2 +0.4 +0.5 +0.5 +0.4 +0.2 +0.0 +0.1 +0.4 +0.7 +0.8 +0.7 +0.5 +0.3 +0.1 W 52nd AVE. 0.1 0.2 0.5 1.3 1.3 1.0 0.6 0.4 0.2 +0. 0 +0.2 +0.7 2. 2 11.8 +1 . 1 +0.8 +0.5 +0.3 SITE MAP LEGEND E:::F-0 L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED 10 SHEET LT -202 +0.1 +0.2 +0.4 +0.5 +0.5 +0.4 +0.2 +0.0 +0.1 +0.4 +0.7 +0.8 +0.7 +0.5 +0.3 +0.1 W 52nd AVE. 0.1 0.2 0.5 1.3 1.3 1.0 0.6 0.4 0.2 +0. 0 +0.2 +0.7 2. 2 11.8 +1 . 1 +0.8 +0.5 +0.3 SITE MAP LEGEND E:::F-0 L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL i N `R7 of P 0 30 60 �J•���� SCALE: 1 " = 60' 8CE c� m� =o fAgnN .. n 5 N a DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 1 SHEET NUMBER LTG -201 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 1 SHEET NUMBER LTG -201 U O Z c � Z Lu Lu o o �Y o o w LL, w Xr�w teary O N H D M = �O N � O O ry Y N O J CO O Q N (n O O 0 U _ o) >m o Fy M Nd O D J J 0 SHEET LT -202 1.1 1.3 1.9 2. - 1.1 1. 1 • \ 1. 0 1. 3 2. L-12. 1. 1 1. 3 1. 8 7 \ +1.0 +1.3 +2.1 +2. I ® 0 +1.4 +2.3 +3. ■ SP1 O L I • I +0.8 +1.2 +2.1 +2. 0 3 I � +1.3 +2.0 . +4. 0.7 ]..2 1. 3 1 I I (D .0 +1.5 2.4 +.5 3 \ 0 I �\ � • I 0.7 .2 1. 2.22.2 3. \ \ +1.5 \ \ ■ ILL L • 0.7 ©.l 1. 1.6 I \ 2.2 2.6 4 3. \ \ ' 000.7 <�.0 1.1 1. \ 2.7 2.7 + \ / - +0.7.0 1.2 .3 I I \ • .0 +2.4 +2.6 1 \�-�// � ■ I � 3 • ° +0.7 1.1 1. +1.7 ° I + LP1: 7 +2.7 +2.3 1 .2 .0 .9 +4.7 3.4 3.4 I + \ � + „ + 0. 7 1. 2 1. 8 2. I 0 1 10 G . 2 2. 1 +2.2 1. +1.2 1. 6 +2.0 _ 2_• 9 5 3. 7S 4. 0 � 7 +2.9 2. 7■ I L � W 1 VE0.7 1.2 2.0 +3 \ + + + + + + + + + + + + +2 +2. + ■ \ 2.1 2.2 2.2 .0 .2 1.6 1.1 1.1 1.2 1.5 2.2 3.2 3.4 2.7 2.0 1.7 0.9 1.4 2.2 2.8 I W \\ \ 0 .9 2.5 2.8 2.4 1.8 1.3 0.9 0.7 0.9 1.4 ° J o 1.0 1.4 +2.2 2.8I I I + \ • +4.2 + 3.1 +2.6 +1.4 a �2 1.1 1.4 2.3 I W I \ 3 3.4 2.6 1 5 _ 1.1 1.5 2. 3.0 I \5 4.2 2.2 6 LP 2. 4 LP 2. 8 w I � +1 + + + I o^C (2#6, G 1 C + + (2#6,1 #10G1 C .1 1.5 2.3 I � 3.7 2.6 1 7 I Ql- \ 0 0.9 1.4 2.3 I .1 + LP 2: 3,5 Lu + + + L+ 0+ P + + 4 6 1 6G 1 "G- 0.8 1.3 2.1 2.8 I owo ® 1.9 2.3 L > +0.8 1.3 1.7 + +1 I \ I \ �- 1.4.8 2. I 1-4 +0.8 1.2 1.6 1 I I o 1.2 +1.4 +1.6 I 4 2.8 1.2 1.6 +1.7 I PRIVATE ALLEY F 0.8 1.2 11.6A, 1 1.7 1.4 I ■ �. I I W +0.8 11.3 +2 .0 2 I IL 1 1 +2.5 11.7 L P 2 : 1 LL.1 oC I +0.9 1.4 +2.4 I I 2 6 1 6 „C I �+2.6 +2.4 L_ G 1 3 (n I 1.0 1.5 +2.6 3.6 I +2.4 .0 1.1 1.5 2.3 3.2 I O + 21.8 L4 4 - 0.9 1.3 2.L_I.7 2. 3.0 +0.9 +1.1 +1.7 +2.0 2.3 +2.7 +4 e +0.7 +0.8 1.3 +1.4 e e +2.3 + 75� + 0 o O p e +0.6 +0.7 1.l +1.4 11.7 z a V+ + 2. 5 .3 3 . 4 +2 .5 +2.3 +2.5 3.l 3.3 +2 . 6 +2 . 2 . 3 +l . 9 +2 . 3 + . 8 13 5 +4.3 + + + + + + +1 + + + +�.l+ 1++++++++++++++++++ +2++0.6 0.8 1.1 1.2 1.5 1.1 1.1 1.4 1.8 2. 2. 9 .9 1 2.2 2.5 1.8.7 2.3 2.6 2.4 .5 2.6 2.8 2.9 2. 1.4 1.3 1.4 1.9 2.1 1.9 1.9 2.3 2.6 3.0 3.1 2.8 2.3 2.0 2.3 2.3 2.5 2.0 1.9 1.8 1.7 1.9 2.2 .6 2.6 2.5 0.6 0.8 1.0 1.0 1.3 1.0 1.0 1.3 +1.5 1.6 1.7 1.6 1.5 +1.5 1.6 1.6 1.5 1.3 1.3 1.4 l.R hD +l m �7/� 1.8 1.6 +1.5 1.3 1.2 1.1 1.2 +1.4 +1.4 1.4 1.2 1.4 1.6 1.8 1.8 1.7 1.5 1.5 +1.7 1.8 1.8 1.4 1.3 1.2 +l.l 1.2 1.4 1.6 1.6 1.6 0 +0.5 +0 .7 +0 .8 +0.9 11. 0 +0.8 +0.7 +0 .8 11. 0 +1 . 1 +1 . 1 +1 . 1 +1. 0 +0. 9 +0. 9 +1. 0 +1. 0 +0. 9 +0. 9 +0. 9 +0.9 +0 .9 V+l . 0 +l . 1 +l . 1,L1`+l . 1 +l . 1 11. 0 +0.8 +0.8 ■ ■ ■ ■ ■ ■ ■ ■ FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX MIN AVG/MIN MAX/MIN Project ROW 1.87 6.6 0.0 N.A. N.A. SITE MAP LEGEND E:::F-0 L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED 0 L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL CXYo m 0 30 60 SCALE: 1 " = 60' 8CE c� m� =o fAgnN .. n 5 N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 2 SHEET NUMBER LTG -202 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 2 SHEET NUMBER LTG -202 U c Z � Z Lu Lu o o �Y o o w Lu w oO L N d O N M = 0 0� ry 0 0 ry Y N CF) J CO O Q N (n N 0 U _ 0) m o Fy M Nd O D J J 0 FRIDGE .I<QA *2.0 *1 7 #.7 #.9 #.9 *2 0 *1 9 #.8 #.8 #.7 *1 8 *1 8 #.6 *1 6 *1 3 *1 1 *1 0 �.2 #.4 1.5 1.7 1.8.9 y 'l 8 'l 4 *1 1 *1 0 #.1 1.3 1.2 1.2 1.1 #.0 1.0 1.0 1.2 1.4 1.5 #.4 1.3 1.2 1.0 0.9 0.9 0.7 0.5 0.4 0.4 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.0 ■+1 . 3 +1 . 1 # . 2 # . 3 # . 3 +1 . 2 +1 . 3 # . 2 # . 2 # . 1 +1 . 1 +1 . 0 +0 . 9 +0 . 9 +0 . 9 +0 . 8 +0 . 8 *0 . 8 +0 . 8 +0 . 8 +0 . 9 +1 . 0 +1 . 2 # . 2 +1 . 2 +1 . 0 +0 . 8 +0 . 6 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 AVG/MIN 1 MAX/MIN I Project ROW 1.87 6.6 0.0 N. A. N.A. SITE MAP LEGEND E:::F-0 L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED 0 L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL /000 ?L23.2_02_0 0 30 SCALE: 1 " = 60' 60 8CE c� m� =o fAgnN .. n 5 N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 3 SHEET NUMBER LTG -203 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ENLARGED PLAN SHEET 3 SHEET NUMBER LTG -203 U O Z c � Z Lu Lu o o �Y o w Lu w Xr� 00 a �w o" N V = D O pry CO O Q (n O O 0 U _ 0) o ry N N d O D J J 0 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX *0 'o +0. +0. + + + +0. 0.0 0.0 0.0 .1 .4 .7 .1 0 0 0. 0.0 0.0 1 +0. + +0. +0. +0. + + +0. +0. +0. +0. +0. +0. +0. I + 4 0.2 1 0 0 0.0 0.0 0. 0 0 0 0 1 1 1 0.5 3.5' MAX/MIN I 0.28 9.8 5+ L5 I I N.A. +I q.0 0 ( . 0 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 + 0.0 +0. 0 + + + + + + + + + + + 0.0 0.0 0. 2. 8 0 3 0.1 0.0 0.0 0.0 0.1 0.3 +0. 0 +0. 0 +0.0 +0. 1 +0. 4 +0. 6 + + + +0_o +n n +n n + + + + + + + + + + + + + + I + + 2.2 0.1 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 I 0.2 0.4 + + +n i + + + + + + + + + + + + I +0.2 +0.3 0 . 0 +0. 0 +0. 0 +0.0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0.0 +0. 0 +0. ® L5 --------- --------- - L6 TRACT LIGHT ° LP I I FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX MIN AVG/MIN MAX/MIN TRACT L 0.28 9.8 0.0 N.A. N.A. w L4 PRIVATE ALLEY F FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 AVG/MIN MAX/MIN I TRACT HH 0.64 4.1 0.0 N.A. N.A. r c milli, *.� SITE MAP LEGEND LOCATION AVG 1 E:::F-o L1 30' STREET LIGHT E:::F-o L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG 1 MAX 1 MIN 1 AVG/MIN MAX/MIN 1 TRACT FF 1.92 2.8 0.7 2.74 4.00 Z3 8CE c� m� =o fA N n gn 5 N m DRAWNO H H �W H� WF C7 Q W H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SHEET 1 SHEET NUMBER I LTG -204 0 Z � z Lu Lu o o �Y o ?� o LL, w X°r�w o ry O N N H D V = O p ry Y N J N N N 0 U _ 6 Fy N N d O D J J 0 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX MIN AVG/MIN MAX/MIN TRACT T 0.81 7.5 0.0 N.A. N.A. TRACT P 1.53 2.3 0.8 1.91 2.88 TRACT Q 0.43 1.9 0.0 N.A. N.A. +1.4 +1. / + 1 2 1.2 112 1. 1.4 1.7 2.0r3/88+1 + 1.5 1 / 1.3 1.3 1. 1.8 .8+2. 1 +1. 8 +1 . 6 +1 . 5 +1 . 4 +1 . 6 +1. 9. 5 i SITE MAP LEGEND E:::F-o L1 30' STREET LIGHT E:::F-o L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED 0 L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL 8CE c� m� =o fAgnN .. n 5 N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SHEET 2 SHEET NUMBER I LTG -205 U Z � Z Lu Lu o o �Y o ?� o LL' w xr�w -0 Lo O N M 0 O p ry YN0) J CO O Q N N a3 0 U _ 6 Fy N N d O D J J 0 5 0.5 0.5 0.5 0. +0.7 +0.7 +0.7 +0. 8 +1.0 +1.1 +1.1 +1. 8 0.9 1.2 1.6 1.7 1. +1.2 +1.5 +1.7 +1.8 +1. 0 .3 1.7 In.8 1.5 1.7 1.3 0.9 0. 0 0.0 0.0 O L4 I +1 + + + + +0. +0. + + +0. + +0. +0. I 1 .4 1.8 1.4 1.7 1.3 9 6 0.4 0.2 1 0.0 0 0 1 + + + + + + + + + + + + + + + 1+ 1 1.3 1.7 1.6 1.4 1.6 1.6 1.2 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 10.0 + + + + + + + + + + + + + 1.9 1.6 1.2 0.9 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.( I + I+0.0 1 3 1.2 1.0 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 1 + 1+ 0 8 0.8 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0 � � 9 9 -9 A \ 0.5 0.5 4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 ,0 !r 0.1 0.1 0.2 0.2 02) 0.2 0.2 0.2 0.2 0.4 .7 0.6 \ 0.6 0.6 0.6 0. 6, iPJ.4 0.4 0.3 0.3 0.2 0.3 0.3 -0.-zi- \ \ / 1-11 / ` i +.9 0.8 0.8 0 R 0.9 0.8 0.6 0 0.5 + � \ / �\ \ . 1 +1. 1 +1 . 1 +1. 2 +1 . 1 L0�9 0 3 no \1.� 1.6 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) 0.3 0.2 0.2 0.1 0.1 0.1 0. 0.63 7.7 0.0 N. A. N.A. PEDESTRIAN LIGHT -CITY OWNED O 0.5 0.3 I.2 0.1 0.1 0.1 0.1 0. LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL +0 .8 0.5 0/ . {1 +0 . 2 +0 . 1 +0 . 1 +0 . 1 +0 . 1 +0 . O // 0.8 0.� 0.4 0.3 0.2 0.2 0.2 0.2 0. .0 +0 . 8 /+0 . 6 + . + 4 *0.3 +0 . 3 +0 . 3 +0 . 3 +0 . 5 0.5 0.5 0.5 0. +0.7 +0.7 +0.7 +0. 8 +1.0 +1.1 +1.1 +1. 8 0.9 1.2 1.6 1.7 1. +1.2 +1.5 +1.7 +1.8 +1. 0 .3 1.7 In.8 1.5 1.7 1.3 0.9 0. 0 0.0 0.0 O L4 I +1 + + + + +0. +0. + + +0. + +0. +0. I 1 .4 1.8 1.4 1.7 1.3 9 6 0.4 0.2 1 0.0 0 0 1 + + + + + + + + + + + + + + + 1+ 1 1.3 1.7 1.6 1.4 1.6 1.6 1.2 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 10.0 + + + + + + + + + + + + + 1.9 1.6 1.2 0.9 0.8 0.6 0.4 0.2 0.1 0.0 0.0 0.0 0.( I + I+0.0 1 3 1.2 1.0 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 1 + 1+ 0 8 0.8 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0 � � 9 9 -9 A \ 0.5 0.5 4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 ,0 !r 0.1 0.1 0.2 0.2 02) 0.2 0.2 0.2 0.2 0.4 .7 0.6 \ 0.6 0.6 0.6 0. 6, iPJ.4 0.4 0.3 0.3 0.2 0.3 0.3 -0.-zi- \ \ / 1-11 / ` i +.9 0.8 0.8 0 R 0.9 0.8 0.6 0 0.5 + � \ / �\ \ . 1 +1. 1 +1 . 1 +1. 2 +1 . 1 L0�9 0 3 no \1.� 1.6 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX 1 MIN 1 AVG/MIN 1 MAX/MIN I TRACT W 0.63 7.7 0.0 N. A. N.A. SITE MAP LEGEND 2 1 I ' I' I' E:::F-o L1 30' STREET LIGHT E:::F-o L2 20' STREET LIGHT 0 L3 PEDESTRIAN LIGHT -CITY OWNED O L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT (::o L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL I I I I I � 2 1 I ' I' I' I' 8 V 6 / I 4�1 I TRACT W 0l 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O. 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 1 I I 1 I I c" of B�:�3-ZaZa I� a DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SHEET 3 SHEET NUMBER LTG -206 LEGEND LOCATION AVG E:::F-o L1 30' STREET LIGHT E:::F-0 L2 20' STREET LIGHT 0° L3 PEDESTRIAN LIGHT -CITY OWNED L4 PEDESTRIAN LIGHT -HOA OWNED ® L5 BOLLARD LIGHT c::3 L6 LANDSCAPE LIGHT ° LP LIGHTING ELECTRIC METER PANEL c milli, *.� SITE MAP + + + + + + + + + + ++ + +0 +0 +0 10 +0 10 +0. + +0. +0. +0. +0. + + +0. + + 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.5 0.4 0.3 0.2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 0.0 0.0 0.1 0.3 0.4 0.5 0.6 0.8 0.9 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.2 1.1 0.9 0.7 0.6 0.4 0.3 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.8 1.0 1.2 1.2 1.2 1.0 0.8 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.6 0.8 0.9 1.0 1.0 0.9 0.8 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.7 0.9 1.1 1.4 1.6 1.6 1.4 1.1 0.9 0.7 0.5 0.3 U Z � Z Lu Lu o o �Y o ?� o LL' w x M w -0 O N o= �O N � O p ry Y N O J CO O Q N N O O 0 U _ 6 Fy NN d O D J J 0 FOOTCANDLES CALCULATED USING PREDICTED LUMEN VALUE AFTER 50K HOURS (.9 LIGHT LOSS FACTOR) LOCATION AVG MAX 1 MIN 1 AVG/MIN 1 MAX/MIN I TRACT QQ 0.51 8.7 0.0 N. A. N.A. I� a DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: SITE LIGHTING PHOTOMETRIC PLAN SHEET 4 SHEET NUMBER LTG -207 0 L d C CCM N C Z Z W WC W 0 0 P 7 a ;0 w� w xo W CD W a� ooaoF 1p= C N O F N N J >,C> y, ar N Q GE Evolv LED Roadway Lighting ERL1-ERLH-ERL2 ■ Project name Date • • • • • • •• Type Typicai Specifications: ERL1-ERLH-ERL2 LED & Optical - OperatingTemperoture: • Output Range, 190Q - 30000 Im Description , • Photometric Options: Type II Narrow Type 4 Wide, Mounting Ply Type III, Type IV FYeN 10.11.D13 _7W.—Cla`� t7ela ej start ma be 9 - System Effieaey:100 - 145 LPW ERM 14.16 -40T to45'C experienced < -35°0 • CCT: 2700K, 3000K, 400OK: High brightness LEDs @ 70 CRI FM] 11 49-i0'CbSO�C POLE GE EVOLVE EN 2 30 -40•C W 45.0 TREE LAWNS / STREETS CITY Projected Lxx per IES TM -21 of 25°C for reference_ Construction & Finish Housing: - Die Cost Enclosure oz,07.08.09 6 L95 L91 L84 -tni - Costing -integral heat sink for maximum heat transfer oT.oe.a9 L9s L84 Lensing:Impact resistant tempered lass, standard P � g 10 L89 � LBO L64 ' Paint: Corrasion resistant polyester powder pointed, • � minimum 2.0 rail. thickne Sr ' "' ' ' "' 7,L85 -Standard Colors: Dark Bronze, Black, & Gray Ia.H L97 L96 I - RAL & custom colors available 1,14 Lgs L93 -Optional coastal finish available. 15.16 L94 091 Weight= 12.4lbs (5.6kg) - 24lbs 110.9kg) POLE: 16, 18. .75.19,28 a3 L95 ML94 L91 75,27,28 L95 L93 IAB 7 System Warra nt 5 Year Standard, 10 Year Optional y y' p 30 L9S l93 L87 Note: Pra)ecced Lxx hosed on LM80 [1D.000 hour WsWq DOE Lighng Facts Verific9on Tesvng Tokrovesapply to inliol luminausflux and Amen mdnteeance measurements • Dimming: Standard: 0-10V: Optional: DALI (120-277V Only) Input Voltage: 120-277 volt and 347-480 volt Input Frequency: 50/60Hz Power Factor (PF)*: >90% Total Harmonic Distortion ITHDI*: <20% ,Power /actor and TND taderanre exceptions FRLI W-1urW output -P5: Md TND -.vithm cine ^ces above only a1120 oak. FRLl'07' Lumen ourput V120 volt PF -0-99,9400 volt r = : ER11 v4%11-1 output 4880 wd t>-0-22% 1�C1tll'lf'�c Surge Protection: per ANSI C136.2-2 015: (Driver Internal): • 6kV/3kA "Basic: (120 Strikes)- - Standard on ERL1 fat -06) • 10kV/5kA "Enhanced: 140 Strikes)- - Standard an ERL1 107 -10), ERLH, ERL2 (Ad litionai Separate Secondary SP01 • 10kV/5kA 'Enhanced.- (40 Strikes) - Option "R" ■ 20kV110kA'Elevoted" 140 Strikes! -Option 'T" • Safety: UL/cUL Listed. UL 1598 listed, suitable for Wet locations (9/10D • Environmental: Compliant with the materials restriction -s of RoHS • EMI: Title 47 CFR Port 15 Class A • Vibration: 3G per ANSI 0136.31-2010 • LM -79 testing in accordance with IESNA Standards Std. Optical enclosure rated per ANSI 0136.25-2009: - ERL1/ERLH/ERL2 = IP65, Optional: IP66 * Sensors - Photo Electric sensors (PE) ova ilable. ' LightGrid'" compatible Mounting • Slipfitter with +/- 5 degree of adjustment for leveling. • Integral die cost mounting pipe stop - Adjustable for 1.25 in. or 2 in. mounting pipe. Suggested HID Replacement Lumen Levels --4,000-5,000 lumens to replace 100W H PS Cobra -head • -7,000-8,800 lumens to replace 15OW H PS Cobra -head -8,500-11,500 lumens to replace 20OW HIPS Cobra -head • -11,500-14,000 lumens to replace 2SOW HPS Cobra -head --21.000-30,000 lumens to replace 40OW HP5 Cobra -head NoteAauol rephxement lumens may very based upon mounting he'ght, pole sp", dmgn cvteno, etc A1.61 Extra NarrawMarrow Asymrnetnc A3 Type II Narrow Cl. El Asymmetric 5hordmediun B3 TUPic II Wile D 1, G 1 AsymmL-tric Fmword/ExtroWde C3 TWE III F1 PisymmetricYdide D3 -twe U E3 T py e I Enhanced Bar ••The mtarnrotion above is designed to prwrde a guideline to select the correct Amnore foromadway application The best and most occurate way to ensure the properdes,gn s do alighting layout Utilizing AGI 3 PART #30RTS 7.2/3-6" SGL HOR MAST-DABC-HH-AB-BRC-BLACK AST ALLOY POLE CAP .38"0 X 6" HORIZONTAL TENON MOUNTAIN STATES SUPPLIED GE ERLH FIXTURE NOMINAL 11,000 LUMEN OUTPUT, DISTRIBUTION TYPE PER CITY STDS. SEE SEPERATE FIXTURE CUTSHEET FOR DETAILS. PAINT FINISH; POWDER OVER ZINC RICH RED PRIMER (GALVANIZED ANCHOR BOLTS) 30' ROUND TAPERED STEEL POLE 7.2"0TO3"0 EPA: MINIMUM 11.5 EPA @ 90 MPH, 1.3 GF TWO-PIECE HEAVY DUTY CORROSION RESISTANT ABS BASE COVER, PAINTED TO MATCH POLES. WHEAT RIDGE 30' ROUND TAPERED STEEL POLE WITH GE ERLH, DEEP ABS BASE COVER, AND BREAK AWAY COUPLINGS 30' POLE DECORATIVE POLE STANDARDS BY MOUNTAIN STATES LIGHTING a t BASE COVER DETAIL 2 PIECE BASE COVER IS MADE OF ABS PLASTIC WITH A %" WALL THICKNESS AND CAN BE PAINTED TO MATCH POLE POLE BASE DETAIL " X 6" HAND HOLE IS CENTERED 12" BOVE BOTTOM OF POLE. INCLUDES UEATHERPROOF COVER WITH 'ANDAL RESISTANT FASTENERS ANCHOR PLATE IS 12" X 12" X 314" STEEL WITH 1%" X 1%" HOLES FOR 1"0 ANCHOR BOLTS ON 12"0 BOLT CIRCLE 4 BOLTS AT 90 DEGREES VO X 36" LONG X 3" HOOK BOLTS TO HAVE A 1 1' to 15' BOLT PROJECTION OUT OF THE CONCRETE. (KEEP THREADS CLEAN) BREAK AWAY BASE DETAIL NUT LOCK WASHER ID-2"0ODX.5" ',K WASHER 30LE ANCHOR PLATE AWAY COUPLING kNCHOR BOLT WITH /$' STAND OFF COVER CUT AWAY PART #30RTS 7.2/3-6" SGL HOR MAST- DABC-HH-AB-BRC-BLACK ALLOY POLE CAP 7 X 6" HORIZONTAL TENON MOUNTAIN STATES SUPPLIED GE ERLH FIXTURE NOMINAL 11,000 LUMEN OUTPUT, DISTRIBUTION TYPE PER CITY STDS. SEE SEPERATE FIXTURE CUTSHEET FOR DETAILS. PAINT FINISH; POWDER OVERZINC RICH RED PRIMER (GALVANIZED ANCHOR BOLTS) U ROUND TAPERED STEEL POLE /EPA: .2"0TO3"0 MINIMUM 11.5 EPA @ 90 MPH, 1.3 GF ❑ TWO-PIECE HEAVY DUTY CORROSION /RESISTANT ABS BASE COVER, ,/ PAINTED TO MATCH POLES. WHEAT RIDGE 30' ROUND TAPERED STEEL POLE WITH GE ERLH, DEEP ABS BASE COVER, AND BREAK AWAY COUPLINGS 20' POLE DECORATIVE POLE STANDARDS BY MOUNTAIN STATES LIGHTING 1 F BASE COVER DETAIL 2 PIECE BASE COVER IS MADE OF ABS PLASTIC WITH A %" WALL THICKNESS AND CAN BE PAINTED TO MATCH POLE POLE BASE DETAIL " X 6" HAND HOLE IS CENTERED 12" BOVE BOTTOM OF POLE. INCLUDES VEATHERPROOF COVER WITH 'ANDAL RESISTANT FASTENERS ANCHOR PLATE IS 12" X 12" X 3/4" STEEL WITH 1%" X 1Y" HOLES FOR 1"0 ANCHOR BOLTS ON 12"0 BOLT CIRCLE 4 BOLTS AT 90 DEGREES 1"0 X 36" LONG X 3" HOOK BOLTS TO HAVE A 1 8" to 1 $" BOLT PROJECTION OUT OF THE CONCRETE. (KEEP THREADS CLEAN) BREAK AWAY BASE DETAIL STUD NUT LOCK WASHER ID-2"0ODX.5" ;K WASHER 30LE ANCHOR PLATE AWAY COUPLING tNCHOR BOLT WITH /$' STAND OFF COVER CUTAWAY 1 MOUNTAIN STATES CY11T4 SERIES CUTOFF LED FIXTURE MOUNTED ON 3" O X 3" HIGH TENON VERIFY LED COUNT AND DISTRISITT(EN IWAFER JOB OPTIONAL: GFI DUPLEX RECEPTACLE W/TAYMAC ML40OG "IN USE" WEATHERPROOF COVER POLE SPECIFICATIONS: POLE BY MOUNTAIN STATES LIGHTING OUTSIDE DIAMETER: 4.5" WALL THICKNESS: 22" MINIMUM MATERIAL: ALUMINUM POLE WITH ELASTOMER BOLT COVER EPA: MINIMUM 20 IN 80 MPH ZONE PART # 12RSA-4.5 (.220) -TEN/3X3-OPTGFI-VBC-GAL-BK (INCLUDED IS A VANDAL PROOF 16"0 X 19" TALL GALLIVAN STYLE BASE COVER MADE OF 71 LB/FT3 HIGH DENSITY ELASTOMER) FINISH: PAINTED BLACK 2 %2' X 6" HAND HOLE CENTERED 12" FROM BOTTOM OF POLE LOCATED BEHIND DECORATIVE BASE. GROUND BOLT LOCATED ACROSS FROM HAND HOLE OPENING. A I L1 & L2 — STREET LIGHTING CUT SHEETS B L3 — CITY OWNED PEDESTRIAN LIGHTS NO SCALE NO SCALE LIGHT FIXTURE SCHEDULE NO SCALE GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL CONDUITS FOR STREET LIGHT ELECTRIC CIRCUIT UNDER SIDE WALK. LEGEND sL STREET LIGHT -1" SIDEWALK A TRENCH SECTION SCALE: 1: 30 �: NP�9 � ■»:at�9:I � � tf I SIH �y fl � �y � Xy GROUND LUG IN POLE. 1"x36" BOLTS WITH 4" HOOKS.(TYP. OF o 4 BOLTS.) THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING DESIGN OF ANCHOR BOLTS AND CONCRETE POLE BASE TO MEET LOCAL WIND LOADING REQUIREMENTS. SHOP DRAWINGS SHALL BE STAMPED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF COLORADO. ll 1 TRENCH DETAIL E POLE BASE DETAIL NO SCALE NO SCALE 2' BOLT PROTECTION SHOULD BE 4" / FINISHED GRADE. (4) #5 REBAR WITH TIES [deP►[a:7tit�ti• 7�9g QUAZITE 11' x 18' x 12' PULLBOX — PG1118Z545 SCH 80 PVC 30" MIN. BELOW GRADE. 3/4"x8' COPPER GROUND ROD WITH THERMWELD BARE #6 CU. ANCHOR PLATE DETAIL ANCHOR PLATE IS 113/" X 11%" X %" ALUMINUM WITH 4 EA %" SLOTS FOR %" - %4' 0 ANCHOR I 1 I BOLTS ON 8" - 12Y2" 0 CIRCLE. 4 1 \ % EA%" -%4 0X18"LONG X3" — HOOK ANCHOR BOLTS HAVE A 3%" PROJECTION OUT OF CONCRETE city Of z�.za2a 1 8 DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING LIGHTING DETAIL SHEET NUMBER LTG-DTL -SITE Type Lamp Description Finish Voltage Mounting Manufacturer Catalog Number Location Maintenace L1 HIGH OUTPUT LED SOURCE, MOUNTAIN STATES 5 INCH DIAMETER, 30 FOOT BLACK 120 POLE GE EVOLVE LIGHT: TREE LAWNS / STREETS CITY 11,500 LUMENS, 4000K ALUMINUM POLE WITH 1 -PIECE, GE EVOLVE ERLH-11C330-LM-63-2002 LED STYLE FIXTURE, FORWARD THROW DISTRIBUTION POLE: GE ERLH/BREAKAWAY L2 HIGH OUTPUT LED SOURCE, MOUNTAIN STATES 5 INCH DIAMETER, 20 FOOT BLACK 120 POLE GE EVOLVE LIGHT: TREE LAWNS / STREETS CITY 11,500 LUMENS, 4000K ALUMINUM POLE WITH 1 -PIECE, GE EVOLVE ERLH-11C330-LM-63-2002 LED STYLE FIXTURE, FORWARD THROW DISTRIBUTION POLE: GE ERLH/BREAKAWAY L3 HIGH OUTPUT LED SOURCE, MOUNTAIN STATES 4.5 INCH DIAMETER, 12 FOOT BLACK 120 POLE MOUNTAIN STATES LIGHT: TREE LAWNS / STREETS CITY 6,797 LUMENS, 4000K ALUMINUM POLE WITH 1 -PIECE, VALIANT FULL LIGHTING CY11T4 CUTOFF LED FIXTURE, TYPE II DISTRIBUTION POLE: PER SPECIFICATION ABOVE SIDEWALK A TRENCH SECTION SCALE: 1: 30 �: NP�9 � ■»:at�9:I � � tf I SIH �y fl � �y � Xy GROUND LUG IN POLE. 1"x36" BOLTS WITH 4" HOOKS.(TYP. OF o 4 BOLTS.) THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING DESIGN OF ANCHOR BOLTS AND CONCRETE POLE BASE TO MEET LOCAL WIND LOADING REQUIREMENTS. SHOP DRAWINGS SHALL BE STAMPED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF COLORADO. ll 1 TRENCH DETAIL E POLE BASE DETAIL NO SCALE NO SCALE 2' BOLT PROTECTION SHOULD BE 4" / FINISHED GRADE. (4) #5 REBAR WITH TIES [deP►[a:7tit�ti• 7�9g QUAZITE 11' x 18' x 12' PULLBOX — PG1118Z545 SCH 80 PVC 30" MIN. BELOW GRADE. 3/4"x8' COPPER GROUND ROD WITH THERMWELD BARE #6 CU. ANCHOR PLATE DETAIL ANCHOR PLATE IS 113/" X 11%" X %" ALUMINUM WITH 4 EA %" SLOTS FOR %" - %4' 0 ANCHOR I 1 I BOLTS ON 8" - 12Y2" 0 CIRCLE. 4 1 \ % EA%" -%4 0X18"LONG X3" — HOOK ANCHOR BOLTS HAVE A 3%" PROJECTION OUT OF CONCRETE city Of z�.za2a 1 8 DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING LIGHTING DETAIL SHEET NUMBER LTG-DTL Cw Po �Y o o LLI ry LU d LU :_�� 0 M d ry (L IU 2 Q 0 O N = O ON Q' O J J N N O Q (n Q CO OO �? Q In U _ onto o ry N Nd 0 D J J 0 32" 12' 11' 6" 6%2 13 MOUNTAIN STATES CY11T4 SERIES CUTOFF LED FIXTURE MOUNTED ON 3" O X 3" HIGH TENON VERIFY LED COUNT AND DISTRIBUTION TYPE PER JOB OPTIONAL: GFI DUPLEX RECEPTACLE W/TAYMAC ML4000 "IN USE" WEATHERPROOF COVER POLE SPECIFICATIONS: POLE BY MOUNTAIN STATES LIGHTING OUTSIDE DIAMETER: 4.5" WALL THICKNESS:.22" MINIMUM MATERIAL: ALUMINUM POLE WITH ELASTOMER BOLT COVER EPA: MINIMUM 20 IN 80 MPH ZONE PART # 12RSA-4.5 (.220) -TEN/3X3-OPTGFI-VBC-GAL-BK (INCLUDED IS A VANDAL PROOF 16"0 X 19" TALL GALLIVAN STYLE BASE COVER MADE OF 71 LB/FT3 HIGH DENSITY ELASTOMER) FINISH: PAINTED BLACK 2 %2" X 6" HAND HOLE CENTERED 12" FROM BOTTOM OF POLE LOCATED BEHIND DECORATIVE BASE. GROUND BOLT LOCATED ACROSS FROM HAND HOLE OPENING. ANCHOR PLATE DETAIL ANCHOR PLATE IS 113/" X 113/4" X �{ 3/4" ALUMINUM WITH 4 EA SLOTS FOR %" - %4" 0 ANCHOR BOLTS ON 8" -12Y2" 0 CIRCLE. 4 EA%"-3/"0X18"LONG X3" �._ HOOK ANCHOR BOLTS HAVE A — 3%2" PROJECTION OUT OF CONCRETE L 1 KNIGHT" BOLLARD NOMINAL DIMENSIONS (SURFACE MOUNT) mm) (lamp housing with reflector amp HIIJ (shown)or borosftmte glasslens] soc a as require y amp quadrant casting 43.1 " (1095 mm) illast tray allast (HID ballast shown) " x 8" (203 mm x 203 mm) uminum column ise plate with anchor bolts cond uit with 2 wire whip (by others) cast -In -o ace J - bolt anchors poured concrete footer (76', NOMINAL DIMENSIONS (SECURITY CORE) I- 18" (203 mm) imp housing with reflec or amp s own or CFL I )orosl ica e glass lens ocket (as required by lamp) PRODUCT DATA to ast ballast s own lallast tray x mm 203 mm Iluminum column lase plate wl anc or o sc e u e 160 pipe (16 mm) wall thickness welded cross suppo s x poured concrete security footer 18" x 18" x 30" (457 mm x 457 mm x 762 mm) minimum T800.451.0410 I www.forms-surfaces.com FORMS+SURFACES® © 2018 Forms+Surfacese I All dimensions are nolTiinal. Specifications and pricing subject to change without notice. For the most current version of this document, please refer to our website at www.forms-surfaces,com. page 2 of 4 1 Rea. 09-14-18 *.�z milli, M_Elk • 111, SITE MAP TM Adjust-e-Lume° MR16 Halogen BKSSL°) , DELTA S "I love this fixture because it gives me maximum flexibility! I can dim to get to the BASE PLATE MOUNTING DETAIL exact light balance on a project (sometimes I want a brighter background, other Description times I want a dimmer background). The ability to dim allows me to compose the - 7.50" (190 mm) - Manufacturer optics are another great feature, in case I get caught out, or when the plant material Location grows and I need a more open beam.'S 4.94" (124 mm) Linda Lees, Lightstudio Inc, BKU Fall 2072 �'63"I (16 mm) BLACK FOR USE WITH 4'.. Power `_applies POLE dia. thru + PASEOS/OPEN SPACE + 6,797 LUMENS, 4000K holes for 1/2=1 anchor boltss((4x) U Lighting 2.50" � E E (63 mm) dia. condul I opening POLE: rn LLLq Q a� � NOMINAL DIMENSIONS (SECURITY CORE) I- 18" (203 mm) imp housing with reflec or amp s own or CFL I )orosl ica e glass lens ocket (as required by lamp) PRODUCT DATA to ast ballast s own lallast tray x mm 203 mm Iluminum column lase plate wl anc or o sc e u e 160 pipe (16 mm) wall thickness welded cross suppo s x poured concrete security footer 18" x 18" x 30" (457 mm x 457 mm x 762 mm) minimum T800.451.0410 I www.forms-surfaces.com FORMS+SURFACES® © 2018 Forms+Surfacese I All dimensions are nolTiinal. Specifications and pricing subject to change without notice. For the most current version of this document, please refer to our website at www.forms-surfaces,com. page 2 of 4 1 Rea. 09-14-18 *.�z milli, M_Elk • 111, SITE MAP TM Adjust-e-Lume° MR16 Halogen BKSSL°) , DELTA S "I love this fixture because it gives me maximum flexibility! I can dim to get to the MATERIAL* exact light balance on a project (sometimes I want a brighter background, other Description times I want a dimmer background). The ability to dim allows me to compose the Voltage scene like a painting, from on the ground instead of up in a tree.The interchangeable Manufacturer optics are another great feature, in case I get caught out, or when the plant material Location grows and I need a more open beam.'S 6. Linda Lees, Lightstudio Inc, BKU Fall 2072 MOUNTAIN STATES 4.5 INCH DIAMETER, 12 FOOT BLACK FOR USE WITH 4'.. Power `_applies 2 1/4" (57mm) 7'• 8 mm) *Delta Star with Wit Halogen source is only available in aluminum and brass. Seepage 303 for Catalog ordering information. A L4 — DISTRICT OWNED PEDESTRIAN LIGHT SPEC SHEETS B L5 — BOLLARD LIGHT SPEC SHEET C I L6 — LANDSCAPE LIGHT SPEC SHEET NO SCALE NO SCALE I I NO SCALE D LIGHT FIXTURE SCHEDULE NO SCALE SITE Type Lamp Description Finish Voltage Mounting Manufacturer Catalog Number Location Maintenance L4 HIGH OUTPUT LED SOURCE, MOUNTAIN STATES 4.5 INCH DIAMETER, 12 FOOT BLACK 120 POLE Mountain States LIGHT: PASEOS/OPEN SPACE DISTRICT 6,797 LUMENS, 4000K ALUMINUM POLE WITH 1—PIECE, VALIANT FULL U Lighting CY117`4 � �o CUTOFF LED FIXTURE, TYPE II DISTRIBUTION o�a� POLE: Q a� � PER SPECIFICATION ABOVE L5 16W LED SOURCE, 362 FORMS+SURFACES 8 INCH DIAMETER, 3.6 FOOT BLACK 120 BOLLARD Forms+Surfaces LBKNI-LED-4K-BO-U2-GO PASEOS/OPEN SPACE DISTRICT LUMENS, 4000K ALUMINUM BOLLARD WITH LED FIXTURE H L6 LED SOURCE, 410 LUMENS, B—K LIGHTING, DELTA STAR ALUMINUM GROUND BRONZE 120 GROUND MOUNT B—K Lighting DS -MR -3 -BLP -9-1 1 -A-360SL PASEOS/OPEN SPACE DISTRICT 3000K, 7,5 WATTS MOUNTED DIRECTIONAL ACCENT LANDSCAPE LIGHT ®B -K LIGHTING 23 Quality to Last a Lifetime" www.bklighting.com cky of 23.2aZa m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING LIGHTING DETAIL SHEET NUMBER LTG=DTL2 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING LIGHTING DETAIL SHEET NUMBER LTG=DTL2 U) C w o �Y o ?� o wQ w x (LIU -0lllja o Q p L6 2 00 U 0 ry YN0) J M0Q N (n 0 U _ o) > o Fy O D J J 0 PROVIDE NEMA 3R ENCLOSURE WITH HINGED LOCKABLE DOORS 200A CONTINUOUS DUTY METER SOCKET WITH LEVER ACTIVATED LOCKING JAW BYPASS IN COMPLIANCE WITH XCEL STANDARDS 100 K VA 120/240V UTILITY CO TRANSFORMER PANEL LP1 NO SCALE 60A 2P, NEMA 3R - FUSED DISCONNECT 60A FRN—R FUSES G N (3#1,1#6G CU)1.5"C 120/240V, 1 PH, 3W, 60A MAIN BREAKER, 22,000 AIC, SERVICE ENTRANCE RATED VA20 #6AWG CU GFI LP112 X1 T a Q Q d d X0 (3#1 CU) 1 "C UNDERGROUND —25' (2)5/8"x8CU--_ECONDUITS FOR GROUND ROD = = BRANCH CIRCUITS Short Circuit Calculation Conner Conductors PHOTOCELL LIGHTING CONTACTOR CONTROL RELAY WITH PHOTOCELL OUTPUT AND TIMECLOCK OVER—RID ASTRONOMICAL TIME CLOCK 4" CONCRETE HOUSEKEEPING PAD E4�ENDC�NOUTSFRO'MUPADE) CAP AT BOTH ENDS. Fault "X" Ise Available Feeder Wire Size Conduit Wire Type Constant "C" Number of Sets Length Volts L to L "f" Factor "M" multiplier Ise at Fault Steel PVC X1 29,600 1 X copper 7493 1 25 240 0.7127 0.5839 17,283 PROVIDE NEMA 3R ENCLOSURE WITH HINGED LOCKABLE DOORS 200A CONTINUOUS DUTY METER SOCKET WITH LEVER ACTIVATED LOCKING JAW BYPASS IN COMPLIANCE WITH XCEL STANDARDS 100 KVA 120/240V UTILITY CO TRANSFORMER B PANEL LP2 NO SCALE 60A 2P, NEMA 3R - FUSED DISCONNECT 60A FRN—R FUSES G N (3#1,1#6G CU)1.5"C 120/240V, 1 PH, 3W, 60A MAIN BREAKER, 22,000 AIC, SERVICE ENTRANCE RATED "LP2" #6AWG CU GFI LP2;2 T x1 4 d d d v .v a • 4 dv a. XO AMP— (3#1 CU)1 "C UNDERGROUND N25' (2)5/8"x8CU CONDUITS FOR GROUND ROD = = BRANCH CIRCUITS Short Circuit Calculation Conner Conductors PHOTOCELL LIGHTING CONTACTOR CONTROL RELAY WITH PHOTOCELL OUTPUT AND TIMECLOCK OVER—RID ASTRONOMICAL TIME CLOCK 4" CONCRETE HOUSEKEEPING PAD EXTENDC3N CONDUITS. (FUTURE) CAP AT BOTH ENDS. Fault "X" Ise Available Feeder Wire Size Conduit Wire Type Constant "C" Number of Sets Length Volts L to L "f" Factor "M" multiplier Ise at Fault Steel PVC X1 2000 1 X Copper 7493 1 25 240 0.7127 0.5839 17,283 z milli, *.� SITE MAP W� �r.Z3.ZaZa BCE c� m� =o fA N n gn N m DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL3 PANEL LP's Mounting Method Panel Status Panel Information RELOCATED ❑ ❑ Volt: 240/120 Bus Rating 100A SURFACE'❑ SURFACE ❑ NEW ❑ Phase 1 Main Breaker: 60A FLUSH ❑ FLUSH ❑ EXISTING Wire ❑ Wire 3 AIC Rating: 22,000 Feeder - Feeder - Feed From UTILITY Description Ckt New: Code: Description Load Bkr P € Ph': Ph P Bkr Load Description Code: New: Ckt # I BKR : VA VA BKR # A B VA 726 BKR # 1 1 W 51ST AVE LIGHTS 458 20 1 • 1 20 180 ENCLOSURE REGEP/TIMECLOCK 2 ❑ 2 --------------- 3 ---------- ------------------- -- n 1 WARD RD NORTH LIGHTS ------- --- --------------------;------------------------;----------- SSb 20 ---------- l ----------- ----- • 1 20 SSb -------------- --- ------------------- --- ------------------- --- ------------------- VIVIAN ST EAST LIGHTS --- ----------- -------- --- --- 14 1 • 5 .,...,I..:...................:...................................................................................................................................................................................................................:........................:.................................:................................................................................................................................. 1 :WARD RD SOUTH LIGHTS 582 20 4 1 1 20 582 VIVIAN ST WEST LIGHTS .................. 1 6 7 1 ------------------ --- ------------------- --- ------------------- --- ------------------- --- ---------------------------------------------- VIVIAN ST SOUTH LIGHTS 242 20 --- ------ 1 ----------- --------------------------------- • - ------------------- --- -------------- --- ------------------- --- ------------------- --- ------------------- :SPACE --- -------------- ----------------- 8 Load VA Code Description Load VA Dem Load Summary Load Summary 1 lighting 3774 1 Lighting 2976 125%'0 Per Phase 2 Rec up to 10,000 180 2 Rec up to 10,000 180 100% VA Ph A 1802 VA Rec over 10,000 50%'0 Rec over 10,000 Ph B 50%'0 VA Ph B 1354 VA 3 Motor 3 Motor 1000 Largest Motor 125%•0 Largest Motor 125% 4 Heater 4 Heater Connected 100%'0 3954 VA Connected 3156 VA Kitchen 5 Kitchen Code 100% Code Demand 3900 VA Other 6 Oth er 100%'0 7 Sub Panel 7 Sub Panel Code 10070 Code Demand 16.25 Amps z milli, *.� SITE MAP W� �r.Z3.ZaZa BCE c� m� =o fA N n gn N m DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL3 PANEL LP2 Mounting Method Panel Status Panel Information RELOCATED ❑ Volt: 240/120 Bus Rating 100A SURFACE'❑ NEW ❑ Phase 1 Main Breaker: 60A FLUSH ❑ EXISTING ❑ Wire 3 AIC Rating: 22,000 Feeder - Feed From UTILITY Ckt: New: Code: Description Load Bkr P Ph Ph : P Bkr Load Description Code: New: Ckt # BKR VA A B VA BKR # 1 1 RIDGE ROAD LIGHTS 726 20 1 • 1 20 180 ENCLOSURE RECEP/TIMECLOCK 2 ❑ 2 3 ---------------- 1 --- --- - RIDGE ROAD LIGHTS 726 20 1 • 1 20 726 W 51ST AVE LIGHTS 1 4 5 1 :RIDGE ROAD LIGHTS 484 20 1 • 1 20 216 :UNION CT LIGHTS 1 6 7 1 ::UNION CT LIGHTS 340 20 1 • 1 20 556 W 51ST AVE LIGHTS 1 8 Code Description Load VA Dem Load Summary 1 lighting 3774 125% Per Phase 2 Rec up to 10,000 180 1007o Ph A 1606 VA Rec over 10,000 50%'0 Ph B 2348 VA 3 Motor 10070 Largest Motor 125%•0 4 Heater 10070 Connected 3954 VA 5 Kitchen 100% Code Demand 4898 VA 6 Other 100%'0 7 Sub Panel 10070 Code Demand 20.41 Amps z milli, *.� SITE MAP W� �r.Z3.ZaZa BCE c� m� =o fA N n gn N m DRAWN BY: JK CHECKED BY: JK PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL3 U) o �Y o o c� � wQ w x M w 0- J L O D L _ O p ry Y N O J N (n O O 0 0) o Fy N Nd O D J J 0 VOLTAGE DROP TABLE NO SCALE c milli, *.� SITE MAP cry at G23ZaZa 8CE c� m� =o fA N n gn N m H VOLTAGE DROP REPORT Project Title: The Ridge at Ward Station Q Z � Q U � �o o�a� Circuit Result Wire #/ Load Load Q a� Description Circular Length 1=CU (12) Volts Ph Voltage � w Size ph Amps %Drop H Mils Feet 2=AL(18)VA Drop ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... P 1 Circuit 1 10 1 10380 2501 1 120 1 458 3.81 2.2 1.84 P 1 Circuit 3 8 1 16510 5721 1 120 1 556 4.6 3.9 3.21 P l ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Circuit 48 1 16510 567' 1 120 1 556 4.6 3.8: 3.18 P 1 Circuit 5 8 1 16510 512; 1 120 1 582 4.9: 3.61 3.01 P 1 Circuit 6 8 1 16510 562: 1 120 1 582 4.9 4.0 3.30 P 1 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Circuit 7 10 1 10380 238: 1 120 1 242 2.0 1.1 0.92 P 1 Circuit 8 1 1 120 1 P2 Circuit 1 6 1 26240 500 1 120 1 726 6.1: 2.8 2.31 P2 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Circuit 38 1 16510 471 1 120 1 726 6.1 4.1 3.45 P2 Circuit 4 6 1 26240 585; 1 120 1 1 726 1 6.1:: 3.2: 2.70 P2 Circuit 5 6 1 26240 707: 1 120 1 484 4.0 2.61 2.17 P2 ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Circuit 6 8 1 16510 830: 1 120 1 216 1.8 2.2 1.81 P2 Circuit 7 1 1 120 1 P2 Circuit 8 6 1 26240 6411 1 120 1 556 4.6 2.7 2.26 P2 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................, Circuit 91 1 120 11 .................................................................. ...............................................,................................................................... P2 Circuit 10 8 1 16510 810' <.............................................., 1 120 1 340 2.8 <................................................................... 3.3: 2.78 c milli, *.� SITE MAP cry at G23ZaZa 8CE c� m� =o fA N n gn N m DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL4 H Q Z � Q U � �o o�a� Q a� � W H � w H DRAWN BY: X CHECKED BY: X PROJECT NO.: 2018009 ISSUE DATE: 05.06.2019 REVISIONS: SHEET TITLE: STREET LIGHTING ELECTRICAL PLAN SHEET NUMBER LTG=DTL4 ♦64� City of Wheatl'dge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 April 15, 2020 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: NEW ADDRESS: 5099.5 and 5129.5B Vivian Street and 12318.5 West 51" Avenue NOTES: This is a courtesy notification. Addressing is for electrical service only. AUTHORIZED BY: ' DATE: 4/15/20 1. Property Owner 2. Addressing&jeffco.us Jefferson County Assessor: Data Control, Lacey Baker; Jefferson County Elections: 3. Xcel Energy, jacob.van.laere&xcelenerev.com 4. Wheat Ridge Planning Division 5. Wheat Ridge Bujlding Division 6. Log File NOTE: Please notify all other parties concerned. www.d.whmtridge.co.us T G Vidnity Map A