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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1802501 thru PS-1803000_ - PS-1802794 Rider #1 1-16-20
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2018_PS-1802501 thru PS-1803000_ - PS-1802794 Rider #1 1-16-20
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Last modified
6/19/2024 10:50:18 AM
Creation date
6/19/2024 10:48:54 AM
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Template:
Permits_Development
DocName
PS-1802794
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2018
Notes2
S/S of Collier Rd. 1500' W/O St. Rte. 99
Type - Permit Process
Collier Road Improvements
Address
847 N. Cluff Ave., STE B1, Lodi,CA 95240
Application
Lenz Lantz Development, LLC
Supplemental fields
Cross Ref
PWP790107
Type (2)
Encroachment Permit (EP)
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TYPE 15 AND TYPE 21 <br />ELEVATION A <br />TYPE 15 AND TYPE 21 BARRIER RAIL MOUNTED <br />ELEVATION B <br />FOR <br />POLE DATA <br />BASE PLATE DATA <br />CIDH PILE <br />POLE <br />TYPE <br />A <br />HEIGHT <br />Min OD <br />WALL <br />THICKNESS <br />C <br />BC = BOLT <br />CIRCLE <br />THICKNESS <br />ANCHOR BOLT SIZE <br />FOUNDATION <br />Dia <br />DEPTH <br />BASE <br />TOP <br />32'-0"± <br />37'-0"± <br />966p122 <br />1'-0" <br />1'-0" <br />33'-9"± <br />38'-9"+ <br />®-0 <br />2'-6fl <br />" <br />7,_Q,� <br />21 <br />35'-0" <br />B%I <br />3, " <br />0.1793" <br />1 �," f3 x 36" * <br />BARRIER RAIL BOLTS, SEE STANDARD PLAN ES -68. <br />NOTES: <br />1. U Indicates most arm length to be used unless otherwise <br />noted on the plana. <br />2. For Type 15 -SB, use Type 15 standard with Type 30 slip <br />base plate details, alae Standard Plan ES -6F. <br />3. Handhola shall be located on the downstream side of traffic. <br />4. For additional notes and details, see Standard Plans ES -7M and ES -7N. <br />1 <br />NS CAP SCREWS, TOTAL 3, <br />TAP POLE PLATE <br />2�ji" W HOLE <br />CHASED EDGES <br />FOR ELECTRICAL <br />CONDUCTORS <br />FRONT VIEW <br />COUNTY I POUTE <br />31. 2018 <br />MAST AflM PLATE <br />SHAPE TUBE IN �I -F <br />IF REQUIRED FOR L� <br />BOTTOM BOLT <br />CLEARANCE <br />1" <br />[iL <br />RA NIDTI6HTMCAPBLE <br />POLE PLATE I <br />SIDE VIEW <br />LUMINAIRE MAST ARM CONNECTION <br />DETAIL R <br />BOLT HOLE = ANCHOR BOLT 0 + '/�' <br />AXIS OF POLE — <br />LUMINAIRE MAST ARM DATA <br />PL EJ GTH D <br />RISE <br />OD <br />AT POLE <br />THICKNESS <br />P <br />TYPE 15 <br />TYPE 21 <br />" <br />2'-0"± <br />3'I�' <br />0.1196" <br />31'-6"± <br />36'-6"± <br />3 2' <br />32'-0"± <br />37'-0"± <br />3'-3"± <br />3��, <br />32'-9"+ <br />37'-9"± <br />33'-9"± <br />38'-9"+ <br />®-0 <br />4'-3"± <br />4'-9"± <br />41," <br />34'-3"± <br />39'-3"± <br />r`� <br />BASE PLATE <br />DETAIL A <br />STATE DF CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION <br />ELECTRICAL SYSTEMS <br />(LIGHTING STANDARD, <br />TYPES 15 AND 21) <br />NO SCALE <br />S -6A <br />J <br />LENZI 50LAR <br />LENZI INCORPORATED <br />CSLB #1007527 <br />847 N. CLUFF AVE, SUITE B I <br />LODI, CA 95240 <br />(209) 224-5950 <br />www.lenzlconstructlonandsolarI com <br />SOLAR LIGHT POLE <br />3222 COLLIER RD, EAST <br />ACAMPO CA 95220 <br />Project Details: <br />PV ARRAY: 550 W <br />BATTERY BANK: 224 Ah, 5.4 kW <br />REVISIONS <br />DESCRIPTION DATE REV <br />PERMIT SET 12/31/2019 A <br />Sheet Title: <br />20 18 STAN DAf�D <br />PLAN <br />Sheet Number: <br />53.0 <br />Sheet Size: <br />ANSI B - 17" x l l " <br />� DRAFTING�BY,: <br />CARDWELLG�%/ <br />SepiPSEoYpar <br />Reviewed � AppTCZM <br />: <br />
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