{ CONST GAS { CONST. R/W Line JOHNS LAKE CONSERVATION AREA { CONST. R/W Line 99.
|
|
- Elfrieda Peters
- 6 years ago
- Views:
Transcription
1 1 0 1 Regular Exc. Embankment V V 105 TEMP. PILE WLL 105 JOHNS LKE CONSERVTION RE ORNGE CO. BOCC Construction 1: Construction PROP. 24" SRCP WM NPW TEMP. PILE WLL TEMP. HEDWLL 0.25 MIN..50 JOHNS LKE CONSERVTION RE 1:2 ORNGE CO. BOCC SC TB-2 Construction TEMP. DITCH DETIL.46 DOUBLE 9 X 5 CULVERT Construction WM NPW JOHNS LKE CONSERVTION RE ORNGE CO. BOCC Construction 1: B-7 SP WM NPW PT TB SP SP-SC SC 1" = Horizontal 1" = 10 Vertical SP SP SP SP 1 TB DESCRIPTION DESCRIPTION TEL TRFFIC CONTROL PLNS PROJECT OCC-122 CROSS SECTIONS - PHSE 1 41 keithj 1/16/15 2::35 PM n:\projects\occ122\ \trafops\rdxstc01.dgn
2 1 0 1 Regular Exc. Embankment V V ST Construction END FULL-DEPTH CONSTRUCTION BEGIN MILLING ND RESURFCING JOHNS LKE CONSERVTION RE ORNGE CO. BOCC WM NPW Construction JOHNS LKE 1:4.00 CONSERVTION RE ORNGE CO. BOCC WM NPW 2 B Construction JOHNS LKE CONSERVTION RE.50 ORNGE CO. BOCC PROP. 24" SRCP :4 2 B-9 WM NPW B-10 1" = Horizontal 1" = 10 Vertical DESCRIPTION DESCRIPTION TEL TRFFIC CONTROL PLNS PROJECT OCC-122 CROSS SECTIONS - PHSE 1 42 keithj 1/16/15 2::37 PM n:\projects\occ122\ \trafops\rdxstc01.dgn
3 1 0 1 Regular Exc. Embankment V V NPW WM Construction JOHNS LKE CONSERVTION RE ORNGE CO. BOCC 1: WM NPW Construction 105 JOHNS LKE 1:4. CONSERVTION RE ORNGE CO. BOCC WM NPW " = Horizontal 1" = 10 Vertical DESCRIPTION DESCRIPTION TEL TRFFIC CONTROL PLNS PROJECT OCC-122 CROSS SECTIONS - PHSE 1 43 keithj 1/16/15 2::38 PM n:\projects\occ122\ \trafops\rdxstc01.dgn
4 DESCRIPTION 1/16/15 2:: PM n:\projects\occ122\ \trafops\rdxstc01.dgn DESCRIPTION 1 0 Regular Exc. V keithj TEL PROJECT TRFFIC CONTROL PLNS OCC-122 CROSS SECTIONS - PHSE NPW.85 WM 1: NPW WM : WM : " = Horizontal 1" = 10 Vertical Embankment V 44
5 TBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEBEBEBEBEBWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWWWWWWWWWWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN P.P. #: TELEPHONE/CBLE 48" " 36" 24" 48" OK TWIN 18" 15" 8" 48" LINE 42" 38" 12" 38" " 12" 28" " C. C. 38" 38" MRKER LINE 6" " 10" END PROJECT ST BEGIN PROJECT ST TEL PHONE SPRINKER PHONE PHONE WRNING CUT-OFF PHONE 1.2 WIDE POWER POWER 4 X 10 HEDGE PHONE WRNING P.P. #: 7544 N 44%%d 39 02" E P.P.# PHONE C. C. C. C. N 44%%d 18 33" E 48" TRIPLE OK TELEPHONE WRNING 18" TWIN OK PI ST C. C. CONCRETE PHONE TELEPHONE WRNING P.P. #: ITRY MRKER ITRY MRKER 92 LINE MRKER IR RELESE MRKER MRKER WELL TEST P.P. #: B31351 LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION PHSE 2 NOTES 1. INSTLL TRFFIC CONTROL DEVICES CCORDING TO INDEX 0 SERIES ND S SHOWN IN THE PLNS. FOR DVNCE WRNING DETILS SEE INDEX 2, 3, ND SHIFT TRFFIC (NORTHBOUND ND SOUTHBOUND) TO TEMPORRY DIVERSION CONNECTION. 3. CONSTRUCT REMINDER OF PROPOSED CULVERTS. 4. CONSTRUCT PROPOSED DRINGE STRUCTURES S SHOWN IN THE PLNS. (SEE STRUCTURL PLNS FOR DDITIONL DETILS) 5. CONSTRUCT PROPOSED WY S SHOWN IN THE PLNS. LNE DIRECTION PHSE 2 CONSTRUCTION RE DESIGN SPEED POSTED SPEED = 35 MPH = 30 MPH PC ST PROJECT OCC-122 1/16/15 2::45 PM n:\projects\occ122\ \trafops\tcplrd0.dgn TRFFIC CONTROL PLN PHSE 2 30" 43 P.P. #: B CONCRETE PHONE CUT-OFF VLVES 46 PT ST Feet N 45
6 TBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO TB SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOEOEBEBEBEBEBWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN P.P. #: B31351 SEE INDEX 8 FOR DDITIONL DETILS TEST WELL MRKER N IR RELESE MRKER 0 5 LIMITS OF CONSTRUCTION ITRY MRKER Feet BEGIN PROJECT ST BEGIN TEMP. CONC. BRRIER WLL WITH Y/Y RPMS TEMP. CRSH CUSHION P.P. #: " R 5 C. C. R 6 15" 8" 18" TWIN OK 28" MTCH EXIST. 34 STRIPING (TYP.) LT WITH Y/Y RPMS " LT LT C. C. 48" TRIPLE OK R PI ST RT R 624 TEMP. CRSH CUSHION BEGIN TEMP. CONC. BRRIER WLL P.P.# R 634 P.P. #: 7544 PHONE WRNING POWER PHONE PHONE WRNING TEMP. BRRICDE / CHNNELING DEVICE (I, II, DI, VP, OR DRUM) PHSE 2 CONSTRUCTION RE TEMP. BRRICDE (TYPE III) LNE DIRECTION PHSE 2 TEL PROJECT OCC-122 TRFFIC CONTROL PLN 46 1/16/15 2::50 PM n:\projects\occ122\ \trafops\tcplrd1.dgn
7 R 6 R 0 TBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOTBWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN TS-001 CONST. TEMP. DBI TYPE C ST (15. LT) PHSE 1 - GRTE EL..30 LIMITS OF CONSTRUCTION PHSE 2 - GRTE EL..45 FL. EL..45 LT (18") INDEX 232 N MRKER 0 5 LINE Feet MRKER WITH Y/Y RPMS WITH Y/Y RPMS ITRY MRKER 1 CONCRETE PHONE LT LT TELEPHONE WRNING TEMP. HEDWLL TEMP. CONC. BRRIER WLL TEMP. CONC. BRRIER WLL S-2 WITH TEMP. MH TOP R 6 TELEPHONE WRNING R 0 TEMP. PILE WLL TS-001 PI ST TEMP. DITCH CULVERT CONST. JOINT TEMP. DITCH TEMP. PILE WLL TEMP. DBI N 44%%d 39 02" E FOR PHSE 1 CULVERT CONSTRUCTION, SEE STRUCTURL PLNS FOR DDITIONL DETILS LIMITS OF CONSTRUCTION SEE INDEX 8 FOR DDITIONL DETILS TEMP. BRRICDE / CHNNELING DEVICE (I, II, DI, VP, OR DRUM) TEMP. BRRICDE (TYPE III) PHSE 2 CONSTRUCTION RE LNE DIRECTION PHSE 2 TEL PROJECT OCC-122 TRFFIC CONTROL PLN 47 1/16/15 2::54 PM n:\projects\occ122\ \trafops\tcplrd2.dgn
8 TBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOWWWWWWWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN LIMITS OF CONSTRUCTION N 0 5 Feet LINE LINE WITH Y/Y RPMS TEMP. CRSH CUSHION 10 1 R 6 END TEMP. CONC. BRRIER WLL 41 TELEPHONE/CBLE 10 1 R 0 END TEMP. CONC. BRRIER WLL LT C. C LT LT " 24. LT C. C. " R 5 R 624 PC ST " 24" 42 48" OK TWIN WITH Y/Y RPMS R 624 R 5 43 TEMP. CRSH CUSHION 18" YELLOW (TYP.) WITH Y/Y RPMS P.P. #: TEMP. BRRICDE / CHNNELING DEVICE (I, II, DI, VP, OR DRUM) TEMP. BRRICDE (TYPE III) PHSE 2 CONSTRUCTION RE LNE DIRECTION SEE INDEX 8 FOR DDITIONL DETILS PHSE 2 TEL PROJECT OCC-122 TRFFIC CONTROL PLN 48 1/16/15 2::59 PM n:\projects\occ122\ \trafops\tcplrd3.dgn
9 TBEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOWWWWWWGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN N 10" CUT-OFF VLVES 0 5 Feet LINE 6" 6" WITH Y/Y/ RPMS (TYP.) 43 R " YELLOW 44 MTCH EXIST. STRIPING (TYP.) 45 R 713 MTCH EXIST. STRIPING (TYP.) WITH Y/Y/ RPMS (TYP.) CONCRETE PHONE P.P. #: B " TEMP. BRRICDE / CHNNELING DEVICE (I, II, DI, VP, OR DRUM) PHSE 2 CONSTRUCTION RE TEMP. BRRICDE (TYPE III) LNE DIRECTION PHSE 2 TEL PROJECT OCC-122 TRFFIC CONTROL PLN 49 1/16/15 2:41:03 PM n:\projects\occ122\ \trafops\tcplrd4.dgn
10 1 0 1 Regular Exc. Embankment V V END MILLING & RESURFCING W/ OVERBUILD ND SHOULDER WIDENING BEGIN FULL-DEPTH CONSTRUCTION Construction ST JOHNS LKE CONSERVTION RE ORNGE CO. BOCC BEGIN MILLING & RESURFCING W/ OVERBUILD ND SHOULDER WIDENING ST Construction 105 JOHNS LKE 105 CONSERVTION RE ORNGE CO. BOCC " = Horizontal 1" = 10 Vertical DESCRIPTION DESCRIPTION TEL TRFFIC CONTROL PLNS PROJECT OCC-122 CROSS SECTIONS - PHSE 2 50 keithj 1/16/15 2:41:10 PM n:\projects\occ122\ \trafops\rdxstc02.dgn
11 1 0 1 Regular Exc. Embankment V V Construction CONSERVTION RE ORNGE CO. BOCC JOHNS LKE.50 1: WM NPW : Construction JOHNS LKE CONSERVTION RE ORNGE CO. BOCC 1:9.6 WM NPW :2 Construction CONSERVTION RE ORNGE CO. BOCC.55 1: JOHNS LKE : WM NPW 1" = Horizontal 1" = 10 Vertical DESCRIPTION DESCRIPTION TEL TRFFIC CONTROL PLNS PROJECT OCC-122 CROSS SECTIONS - PHSE 2 51 keithj 1/16/15 2:41:12 PM n:\projects\occ122\ \trafops\rdxstc02.dgn
12 1 0 1 Regular Exc. Embankment V V JOHNS LKE CONSERVTION RE ORNGE CO. BOCC Construction.25 1: Construction PROP. 24" SRCP WM NPW TEMP. HEDWLL JOHNS LKE CONSERVTION RE : Construction ORNGE CO. BOCC.46 DOUBLE 9 X 5 CULVERT Construction WM NPW JOHNS LKE CONSERVTION RE ORNGE CO. BOCC Construction.00 1: WM NPW :2 1" = Horizontal 1" = 10 Vertical DESCRIPTION DESCRIPTION TEL TRFFIC CONTROL PLNS PROJECT OCC-122 CROSS SECTIONS - PHSE 2 52 keithj 1/16/15 2:41:13 PM n:\projects\occ122\ \trafops\rdxstc02.dgn
13 1 0 1 Regular Exc. Embankment V V ST Construction JOHNS LKE CONSERVTION RE ORNGE CO. BOCC 1: :4 END FULL-DEPTH CONSTRUCTION BEGIN MILLING ND RESURFCING WM NPW Construction JOHNS LKE 1:4.00 CONSERVTION RE ORNGE CO. BOCC 1: :4 WM NPW Construction JOHNS LKE CONSERVTION RE ORNGE CO. BOCC 1:4.50 1: PROP. 24" SRCP WM NPW :2 1" = Horizontal 1" = 10 Vertical DESCRIPTION DESCRIPTION TEL TRFFIC CONTROL PLNS PROJECT OCC-122 CROSS SECTIONS - PHSE 2 53 keithj 1/16/15 2:41:15 PM n:\projects\occ122\ \trafops\rdxstc02.dgn
14 1 0 1 Regular Exc. Embankment V V NPW WM Construction JOHNS LKE CONSERVTION RE ORNGE CO. BOCC WM NPW Construction 105 JOHNS LKE. CONSERVTION RE ORNGE CO. BOCC WM NPW " = Horizontal 1" = 10 Vertical DESCRIPTION DESCRIPTION TEL TRFFIC CONTROL PLNS PROJECT OCC-122 CROSS SECTIONS - PHSE 2 54 keithj 1/16/15 2:41:16 PM n:\projects\occ122\ \trafops\rdxstc02.dgn
15 DESCRIPTION 1/16/15 2:41:18 PM n:\projects\occ122\ \trafops\rdxstc02.dgn DESCRIPTION 1 0 Regular Exc. V keithj TEL PROJECT TRFFIC CONTROL PLNS OCC-122 CROSS SECTIONS - PHSE NPW.85 WM NPW WM WM " = Horizontal 1" = 10 Vertical Embankment V 55
16 TBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEBEBEBEBEBWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWWWWWWWWWWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN P.P. #: TELEPHONE/CBLE 48" " 36" 24" 48" OK TWIN 18" 15" 8" 48" LINE 42" 38" 12" 38" " 12" 28" " 38" 38" MRKER LINE 6" " 10" BEGIN PROJECT ST END PROJECT ST SECTION - TEL PHONE PHONE WRNING SPRINKER PHONE CUT-OFF PHONE 1.2 WIDE POWER POWER 4 X 10 HEDGE PHONE WRNING P.P. #: 7544 P.P.# PHONE N 44%%d 18 33" E C. C. N 44%%d 39 02" E C. C. 48" TRIPLE OK TELEPHONE WRNING 18" TWIN OK PI ST CONCRETE PHONE TELEPHONE WRNING P.P. #: ITRY MRKER ITRY MRKER 92 LINE MRKER IR RELESE MRKER TEST WELL MRKER P.P. #: B31351 LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION PHSE 3 NOTES 1. INSTLL TRFFIC CONTROL DEVICES CCORDING TO INDEX 0 SERIES ND S SHOWN IN THE PLNS. FOR DVNCE WRNING DETILS SEE INDEX 2, 3, ND SHIFT TRFFIC (NORTHBOUND ND SOUTHBOUND) TO NEW WY. 3. REMOVE TEMPORRY DIVERSION, GRDE TO FINL PROPOSED DESIGN. 4. CONSTRUCT REMINDER OF PROPOSED WY (LT) S SHOWN IN THE PLNS (SOUTHBOUND SHOULDER, CURB & GUTTER, SIDEWLK, ND GRDING). LNE DIRECTION 5. MILLING ND RESUFCING TO BE COMPLETED THROUGH SINGLE-LNE CLOSURES (FLGGING OPERTIONS). SEE INDEX 3. PHSE 3 CONSTRUCTION RE CONST. RE BRRICDE DESIGN SPEED POSTED SPEED = 35 MPH = 30 MPH TEMP. CONC. BRRIER WLL PC ST PROJECT OCC-122 1/16/15 2:41:23 PM n:\projects\occ122\ \trafops\tcplrd300.dgn TRFFIC CONTROL PLN PHSE 3 30" 43 P.P. #: B CONCRETE PHONE CUT-OFF VLVES 46 PT ST Feet N 56
17 TBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO TB SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOEOEBEBEBEBEBWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN P.P. #: B31351 TEST WELL MRKER N IR RELESE MRKER 0 5 LIMITS OF CONSTRUCTION Feet BEGIN PROJECT ST ITRY MRKER P.P. #: " 15" 8" 18" TWIN OK 28" LT " 48" TRIPLE OK C. C. TEMP. CONC. BRRIER WLL TEMP. CRSH CUSHION LT PI ST RT WITH Y/Y RT RT 10 P.P.# P.P. #: 7544 PHONE WRNING POWER PHONE PHONE WRNING TEMP. BRRICDE / CHNNELING DEVICE (I, II, DI, VP, OR DRUM) PHSE 3 CONSTRUCTION RE TEMP. BRRICDE (TYPE III) LNE DIRECTION SEE INDEX 8 FOR DDITIONL DETILS PHSE 3 TEL PROJECT OCC-122 TRFFIC CONTROL PLN 57 1/16/15 2:41:27 PM n:\projects\occ122\ \trafops\tcplrd301.dgn
18 TBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOTBWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN LIMITS OF CONSTRUCTION MRKER N LINE MRKER Feet ITRY MRKER CONCRETE PHONE TELEPHONE WRNING TELEPHONE WRNING PI ST WITH Y/Y 10 TEMP. CONC. BRRIER WLL N 44%%d 39 02" E LIMITS OF CONSTRUCTION SEE INDEX 8 FOR DDITIONL DETILS TEMP. BRRICDE / CHNNELING DEVICE (I, II, DI, VP, OR DRUM) TEMP. BRRICDE (TYPE III) LNE DIRECTION PHSE 3 CONSTRUCTION RE PHSE 3 TEL PROJECT OCC-122 TRFFIC CONTROL PLN 58 1/16/15 2:41:31 PM n:\projects\occ122\ \trafops\tcplrd302.dgn
19 TBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOWWWWWWWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN LIMITS OF CONSTRUCTION N 0 5 Feet LINE LINE 41 TELEPHONE/CBLE TEMP. CONC. BRRIER WLL LT C. C. TEMP. CRSH CUSHION WITH Y/Y 48" " RT PC ST " LT 24" 42 48" OK TWIN LT RT P.P. #: TEMP. BRRICDE / CHNNELING DEVICE (I, II, DI, VP, OR DRUM) PHSE 3 CONSTRUCTION RE TEMP. BRRICDE (TYPE III) LNE DIRECTION SEE INDEX 8 FOR DDITIONL DETILS PHSE 3 TEL PROJECT OCC-122 TRFFIC CONTROL PLN 59 1/16/15 2:41:35 PM n:\projects\occ122\ \trafops\tcplrd303.dgn
20 WITH Y/Y RPMS (TYP.) WITH Y/Y RPMS (TYP.) PHSE 3 CONSTRUCTION RE TBEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOWWWWWWGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN 30" LINE 10" CUT-OFF VLVES MTCH EXIST. STRIPING (TYP.) TEL END PROJECT ST TEMP. BRRICDE / CHNNELING DEVICE (I, II, DI, VP, OR DRUM) TEMP. BRRICDE (TYPE III) LNE DIRECTION 44 6" 6" TRFFIC CONTROL PLN 0 5 Feet PHSE 3 PROJECT OCC-122 1/16/15 2:41:38 PM n:\projects\occ122\ \trafops\tcplrd304.dgn P.P. #: B CONCRETE PHONE 45 N
21 TBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBVTBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO TB GGTB SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOEOEBEBEBEBEBWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN P.P. #: B31351 TEST WELL MRKER EXIST. UTIL. ESEMENT EXIST. WM (TO REMIN) CITY OF WINTER GRDEN IR RELESE MRKER N EXIST. OH-ELEC. 0 5 BEGIN PROJECT ST GTE PROGRESS ENERGY (TO REMIN) ITRY MRKER Feet EXIST. RWM (TO REMIN) CITY OF WINTER GRDEN EXIST.. (TO REMIN) CITY OF WINTER GRDEN 15" MIL 8" GRVEL DRIVEWY EXIST. 10 PR CENTURYLINK (TO REMIN) 18" TWIN OK GRVEL DRIVEWY 48" 4 HOGWIRE FENCE 28" EXIST. - EXIST CENTURYLINK CENTURYLINK (TO REMIN) (TO REMIN) EXIST. 0 PR (CENTURYLINK) TO BE PLCED OUT OF SERVICE 4 HOGWIRE FENCE " DIRT DRIVEWY MIL 48" TRIPLE OK P.P. #: EXIST. UTIL. ESEMENT B-1 5 HOGWIRE FENCE B-11 PI ST EXIST. BUR-TEL CENTURYLINK (TO REMIN) EXIST. 4" POLY LKE POPK NTURL (TO REMIN) EXIST. OH-ELEC. PROGRESS ENERGY (TO REMIN) PROP. 50 WOOD POLE P.P.# P.P. #: 7544 (PROGRESS ENERGY) B-5 B-12 PHONE WRNING POWER EXIST. BUR. CTV (BRIGHT HOUSE) TO REMIN SPEED LIMIT SIGN PHONE PHONE WRNING 6 HIGH X 8" ROUND WOOD POST EXIST. O-H CTV (BRIGHT HOUSE) EXIST O-H FIBER (SMRT CITY) TO REMIN EXIST. BFOC CENTURYLINK (TO BE REMOVED) EXIST. EXIST. OH-ELEC. PROGRESS ENERGY (TO REMIN) EXIST. VULT (BRIGHT HOUSE) EXIST. 48 FIBER (CENTURYLINK) EXIST. POLES PROGRESS ENERGY (TO BE REMOVED) PROP. 144 FIBER (CENTURYLINK) 0 PR (CENTURYLINK) TO BE PLCED OUT OF SERVICE TO BE PLCED OUT OF SERVICE TEL PROJECT OCC-122 UTILITY DJUSTMENTS 61 1/16/15 2:41:43 PM n:\projects\occ122\ \utils\utdrd01.dgn
22 Pipe - (5) 78" CMP GGGTBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOTBWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN EXIST. WM (TO REMIN) CITY OF WINTER GRDEN EXIST. UTIL. ESEMENT MRKER N LINE EXIST. RWM (TO REMIN) CITY OF WINTER GRDEN 0 5 Feet MRKER EXIST.. (TO REMIN) CITY OF WINTER GRDEN EXIST. BUR-TEL 0 PR EXIST. UTIL. ESEMENT ITRY MRKER (CENTURYLINK) INVERT: INVERT: INVERT: TO BE PLCED CONCRETE PHONE TELEPHONE WRNING OUT OF SERVICE 4 HOGWIRE FENCE S-3 EXIST. 48 FIBER (CENTURYLINK) TO BE PLCED OUT OF SERVICE TELEPHONE WRNING PI ST TO BE REMOVED (CENTURYLINK) TRFFIC WRNING RIP-RP Pipe - (3) 78" CMP EXIST. 4" POLY LKE POPK EXIST. BUR-TEL NTURL CENTURYLINK (TO REMIN) (TO BE REMOVED) Pipe - (4) 78" CMP GURDRIL EXIST. BUR-TEL 0 PR (CENTURYLINK) TO BE PLCED TRFFIC WRNING TRFFIC WRNING OUT OF SERVICE PROP. 6" POLY N 44%%d 39 02" E LKE POPK NTURL N 44%%d 39 02" E EXIST. 4" POLY LKE POPK NTURL (TO RE REMOVED) S-2 S-1 TRFFIC WRNING PROP. 50 WOOD POLE (PROGRESS ENERGY) EXIST. OH-ELEC. PROGRESS ENERGY (TO REMIN) INVERT: 88. INVERT: INVERT: EXIST. POLE PROGRESS ENERGY (TO BE REMOVED) PROP. 144 FIBER (CENTURYLINK) PROP. 50 WOOD POLE (PROGRESS ENERGY) EXIST. O-H CTV (BRIGHT HOUSE) EXIST. O-H FIBER (SMRT CITY) LIMITS OF CONSTRUCTION TEL PROJECT OCC-122 UTILITY DJUSTMENTS 62 1/16/15 2:41:47 PM n:\projects\occ122\ \utils\utdrd02.dgn
23 GGTB TBEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO SSSSSSSSSSSSSSSSSSSEOEOEOWWWWWWWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN EXIST. RWM (TO REMIN) MRKER EXIST. WM (TO REMIN) CITY OF WINTER GRDEN CITY OF WINTER GRDEN EXIST. UTIL. ESEMENT N EXIST. 48 FIBER (CENTURYLINK) TO BE PLCED OUT OF SERVICE MRKER GTE EXIST. WM (TO REMIN) EXIST. CITY OF WINTER GRDEN 30" PIPE 0 5 Feet EXIST. RWM (TO REMIN) CITY OF WINTER GRDEN LINE 5 CONCRETE SIDEWLK ITRY MRKER EXIST.. (TO REMIN) CITY OF WINTER GRDEN EXIST. UTIL. ESEMENT LINE 4 HOGWIRE FENCE EXIST. BUR-TEL 0 PR (CENTURYLINK) TO BE PLCED SPILLWY MITERED END SECTION- (3) INVERT:.75 28" CPP S-5 OUT OF SERVICE DIRT DRIVEWY BOTTOM OF BNK ELEV:.81 EXIST. BUR-TEL 0 PR (CENTURYLINK) 41 TELEPHONE/CBLE TO BE PLCED 48" S-4 " PC ST " 24" 42 48" OK TWIN EXIST. BFOC CENTURYLINK (TO BE REMOVED) EXIST. -0 CENTURYLINK (TO BE REMOVED) 43 OUT OF SERVICE EXIST. 4" POLY LKE POPK NTURL (TO REMIN) EXIST. -0 CENTURYLINK (TO BE REMOVED) P.P. #: EXIST.. (TO REMIN) CITY OF WINTER GRDEN EXIST. OH-ELEC. PROGRESS ENERGY (TO REMIN) PROP. 144 FIBER (CENTURYLINK) EXIST. O-H CTV (BRIGHT HOUSE) EXIST. O-H FIBER (SMRT CITY) TEL PROJECT OCC-122 UTILITY DJUSTMENTS 63 1/16/15 2:41:52 PM n:\projects\occ122\ \utils\utdrd03.dgn
24 TBEOEOEOEOEOEOEOEOEOEOEOEOEOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTOVTO TB SSSSSSSSSSSSSSSSSSSEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOWWWWWWWWWWWWWWWWWWWWWWTBGGGGGGGGGGGGGGGGGGGGGGWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPNWPN N 10" CUT-OFF VLVES 0 5 Feet LINE END PROJECT EXIST. BFOC ST EXIST. RWM (TO REMIN) CENTURYLINK D SECTION- (3) :.75 28" CPP CITY OF WINTER GRDEN 5 CONCRETE SIDEWLK (TO BE REMOVED) EXIST. 48 FIBER CENTURYLINK (TO BE REMOVED) EXIST. 0 PR CENTURYLINK (TO BE REMOVED) 6" 6" CONC. SIDEWLK EXIST. WM (TO REMIN) CITY OF WINTER GRDEN EXIST. -0 CENTURYLINK (TO BE REMOVED) EXIST. 0 PR CENTURYLINK (TO BE REMOVED) EXIST. OH-ELEC. EXIST. OH-ELEC. PROGRESS ENERGY (TO REMIN) PROGRESS ENERGY (TO REMIN) EXIST. O-H CTV (BRIGHT HOUSE) CONCRETE PHONE EXIST.. (TO REMIN) P.P. #: B CITY OF WINTER GRDEN PROP. 144 FIBER 30" (CENTURYLINK) EXIST. O-H CTV (BRIGHT HOUSE) EXIST. O-H FIBER (SMRT CITY) TEL PROJECT OCC-122 UTILITY DJUSTMENTS 64 1/16/15 2:41:56 PM n:\projects\occ122\ \utils\utdrd04.dgn
25 1/16/15 2:42:01 PM n:\projects\occ122\ \geotech\slsrrd02.dgn 65
26
27
28
29
30
31
32
33
34 GLLOWY DR. GOVERNING STNDRDS ND SPECIFICTIONS : FLORID DEPRTMENT OF TRNSPORTTION DESIGN STNDRDS FOR DESIGN, CONSTRUCTION, MINTENNCE ND UTILITY OPERTIONS ON THE STTE HIGHWY SYSTEM, D 13 ND STNDRD SPECIFICTIONS FOR ND TERES JCOBS, COUNTY MYOR BORD OF COUNTY COMMISSIONERS S. SCOTT BOYD DISTRICT 1 FRED BRUMMER DISTRICT 2 PETE CLRKE DISTRICT 3 JENNIFER THOMPSON DISTRICT 4 TED EDWRDS DISTRICT 5 TIFFNY MOORE RUSSELL DISTRICT 6 MRK MSSRO, P.E. PUBLIC WORKS DIRECTOR NOTE PLNS WERE PREPRED CCORDING TO VILBLE INFORMTION TO DEQUTELY DDRESS CONDITIONS S THEY EXISTED T THE TIME OF PLNS PREPRTION. NEEDS, CONDITIONS ND OWNERSHIP OF PROPERTIES MY HVE CHNGED SINCE PROJECT DESIGN. THE COUNTY S REPRESENTTIVE WILL DDRESS CHNGES ND NEEDS WITH THE PROPERTY OWNER OR THEIR REPRESENTTIVES. CONTRCTOR SHLL WORK WITH THE COUNTY S REPRESENTTIVE IN DDRESSING ND MEETING NEEDS ND CONDITIONS THT MY HVE CHNGED SINCE PLNS PREPRTION. CERTIFICTION TO PLNS BRIDGE CONSTRUCTION, D 13 S MENDED BY CONTRCT DOCUMENTS. I HEREBY CERTIFY THT THE DESIGN FOR THIS PROJECT ND THE TTCHED CONSTRUCTION PLNS COMPLY WITH THE REQUIREMENTS OF SECTION OF THE FLORID STTUTES ND RE IN SUBSTNTIL CONFORMNCE WITH THE STNDRDS CONTINED IN THE EDITION OF THE "MNUL OF UNIFORM MINIMUM STNDRDS FOR DESIGN, CONSTRUCTION ND MINTENNCE FOR STREETS ND HIGHWYS" IN EFFECT ON THIS S DOPTED BY THE FLORID DEPRTMENT OF TRNSPORTTION PURSUNT TO SUBSECTION (1) OF THE FLORID STTUTES. : ENGINEER: FUR S. MUNJED, P.E. LICENSE TEL /16/15 2:42:05 PM n:\projects\occ122\ \signing\keyssp01.dgn
35 TBULTION OF SIGNING ND PVEMENT MRKINGS QUNTITIES PY ITEM DESCRIPTION UNIT S-4 NUMBERS S-5 S-6 S-7 SUB TOTL GRND TOTL ORIG. FINL ORIG. FINL ORIG. FINL ORIG. FINL ORIG. FINL ORIG. FINL SINGLE POST SIGN (REMOVE) S RETRO-REFLECTIVE PVEMENT MRKERS (Y/Y) E PINTED PVEMENT MRKINGS - FINL SURFCE LS THERMOPLSTIC PVEMENT MRKINGS - WHITE (SOLID) (6") NM THERMOPLSTIC PVEMENT MRKINGS - YELLOW (SOLID) (6") NM THERMOPLSTIC PVEMENT MRKINGS - YELLOW (SOLID) (18") LF TEL PROJECT OCC-122 TBULTION OF QUNTITIES S-2 1/16/15 2:42:08 PM n:\projects\occ122\ \signing\tabqsp01.dgn
36 SIGNING ND PVEMENT MRKINGS GENERL NOTES 1. LL SIGNS ND PVEMENT MRKINGS RE TO BE PLCED IN CCORDNCE WITH THE "MNUL ON UNIFORM TRFFIC CONTROL DEVICES", THE "MNUL ON STNDRD HIGHWY SIGNS", ND THE FDOT "DESIGN STNDRDS", LTEST PUBLISHED EDITIONS. 2. THE BCK OF LL FINISHED SIGN PNELS SHLL BE STENCILED WITH THE OF FBRICTION, THE FBRICTOR S INITILS, ND THE NME OF THE ING T THE LOWER RIGHT-HND CORNER OF THE SIGN IN THREE INCH LETTERS. 3. THE CONTRCTOR SHLL VERIFY THE LENGTH OF SIGN COLUMN SUPPORTS IN THE FIELD PRIOR TO FBRICTION. 4. LL SIGNS TO BE REMOVED RE PROPERTY OF ORNGE COUNTY. DISSSEMBLE SIGNS FROM THE POST ND DELIVER TO ORNGE COUNTY, PHONE: (7) LL SURFCES SHLL BE CLENED PRIOR TO STRT OF INSTLLTION OF LL PVEMENT MRKINGS. 6. LL SIGNS INCLUDING STOP SIGNS ON SIDE STREETS SHLL BE UNOBSTRUCTED. 7. LL PVEMENT MRKINGS SHLL BE LEDFREE/THERMOPLSTIC (LKYD BSED) UNLESS OTHERWISE SPECIFIED. 8. THE PVEMENT MRKINGS T LL EXISTING/PROPOSED INTERFCE LOCTIONS SHLL MTCH IN TERMS OF LIGNMENT. 9. DUE TO CONSTRUCTION ND TRCKING BY CONSTRUCTION VEHICLES, DDITIONL PVEMENT MRKINGS T THE BEGINNING ND END OF PROJECT LOCTIONS SHLL BE REQUIRED. LL DMGED PVEMENT MRKINGS SHLL BE REPLCED BY THE CONTRCTOR T HIS EXPENSE. 10. BROOMING MY BE REQUIRED FOR INSTLLTION OF SIDESTREET STOPBRS. 11. REFLECTIVE PVEMENT MRKERS RE TO BE PLCED IN CCORDNCE WITH THESE PLNS ND STNDRD INDEX CLSS "B" RPM S SHLL BE USED ON THIS PROJECT. 12. PRIOR TO THE THERMOPLSTIC PVEMENT MRKINGS INSTLLTION, 30 DY "CURE TIME" ON FRICTION COURSE IS REQUIRED. DURING "CURE TIME" PINTED PVEMENT MRKINGS SHLL BE USED. COST OF PINTED MRKINGS SHLL BE INCLUDED UNDER PY ITEM THE REMOVL OF EXISTING PVEMENT MRKINGS SHLL BE CCOMPLISHED BY HYDROBLSTING (MIN. 36,000 PSI) UNLESS OTHERWISE NOTED IN THE PLNS. THE CONTRCTOR SHLL TKE EXTREME CRE IN THE REMOVL OF PVEMENT MRKINGS. NY DMGE CUSED TO THE PVEMENT SHLL BE REPIRED BY THE CONTRCTOR T HIS EXPENSE. 14. THE COST FOR REMOVL OF EXISTING PVEMENT MRKINGS ND RPMS, WHERE OVERLID, SHLL BE INCLUDED IN THE COST FOR FURNISHING ND INSTLLING THE NEW PVEMENT MRKINGS ND RPMS. 15. LL SIGNS RE TO REMIN UNLESS OTHERWISE NOTED. TEL PROJECT OCC-122 GENERL NOTES S-3 1/16/15 2:42:11 PM n:\projects\occ122\ \signing\gnntsp01.dgn
37 18" TWIN OK MIL 6 HIGH X 8" ROUND WOOD POST SPEED LIMIT SIGN PROJECT 1/16/15 2:42:16 PM n:\projects\occ122\ \signing\plnsp01.dgn TEL OCC-122 S-4 SIGNING & PVEMENT MRKINGS 30 M P H MIL 48" TRIPLE OK " 15" GRVEL DRIVEWY 8" GRVEL DRIVEWY 48" 28" 4 HOGWIRE FENCE DIRT DRIVEWY 4 HOGWIRE FENCE 5 HOGWIRE FENCE GTE Feet 0 5 N EXIST. ESEMENT BEGIN SIGNING & PVEMENT MRKINGS ST WITH Y/Y RPMS T (TO REMIN) PI ST
38 RIP-RP 37 FENCE (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED) (TO BE REMOVED) TRFFIC WRNING TRFFIC WRNING N 44%%d 39 02" E PROJECT 1/16/15 2:42:21 PM n:\projects\occ122\ \signing\plnsp02.dgn TEL OCC-122 S-5 SIGNING & PVEMENT MRKINGS PI ST GURDRIL TRFFIC WRNING TRFFIC WRNING 4 HOGWIRE Feet N EXIST. ESEMENT WITH Y/Y RPMS T
39 .03 L& W2-4 L& W2-2 L& W2-3 DIRT DRIVEWY 4 HOGWIRE FENCE L& W " 41 L& W1-16 EXIST. ESEMENT WITH Y/Y RPMS T TEL L& W2-1 48" " GTE PC ST PROJECT OCC-122 1/16/15 2:42:25 PM n:\projects\occ122\ \signing\plnsp03.dgn S-6 SIGNING & PVEMENT MRKINGS " 48" OK TWIN 5 CONCRETE SIDEWLK 0 5 Feet WITH Y/Y RPMS (TYP.) WITH Y/Y RPMS (TYP.) EXIST. N
40 30" 43 WITH Y/Y RPMS (TYP.) WITH Y/Y RPMS (TYP.) 18" YELLOW (TYP.) D SECTION- (3) :.75 28" CPP 5 CONCRETE SIDEWLK TEL CONC. SIDEWLK 6" 6" END SIGNING & PVEMENT MRKINGS ST SIGNING & PVEMENT MRKINGS Feet PROJECT OCC-122 1/16/15 2:42:29 PM n:\projects\occ122\ \signing\plnsp04.dgn N S-7
STANDARD CONSTRUCTION DETAILS STORM DRAINAGE REVISED - MAY 2017 DEPARTMENT OF ENGINEERING
STNDRD CONSTRUCTION DETILS STORM DRINGE REVISED - MY 2017 DEPRTMENT OF ENGINEERING GENERL NOTES CONCRETE,SPHLT STREET REPIR,PIPE EDDING UTILITY SUPPORT,WTER MIN LOWERING,CONCRETE COLLR TYPE "" STORM SEWER
More informationRICHARDSON AVENUE STREET IMPROVEMENT PROJECT RICHARDSON AVENUE STREET IMPROVEMENT PROJECT
LOCTED WITHIN THE RICHRDSON VENUE RIGHT--WY FROM ND INCLUDING THE U.S HIGHWY 60/285 INTERSECTION SOUTH TO SECOND STREET,, LMOS COUNTY, COLORDO. PRIL 25, 206 U.S. HIGHWY 60/285 PROJECT LOCTION VICINITY
More informationTHE OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION JMES W. SHOCKNESSY OHIO TURNPIKE OHIO TURNPIKE ND INFRSTRUCTURE STNDRD DRWINGS S- CB- CB-2 CB-3 CB-4 CB-5 09-9-8 09-9-8 09-9-8 CBR- CBR-2 CBR-3 06-25-07 09-9-8
More informationPLANS FOR PROPOSED INFRASTRUCTURE IMPROVEMENTS
F.. SECTION 36 ILLINOIS INDEX OF SEE 2 PLNS FOR PROPOSED HIGHWY STNDRDS SEE 2 JO DVIESS CRROLL STEPHENSON WINNEBGO OGLE BOONE MC HENRY LKE BENCHMRK DT SEE 2 LOCL (NONMFT) FUNDING : FROM S. STTE ST. TO
More informationABB industrial drives. Mechanical installation instructions ACS880 multidrive cabinets
ABB industril drives Mechnicl instlltion instructions ACS880 multidrive cbinets List of relted mnuls Generl drive mnuls (in ll deliveries) Electricl plnning instructions for ACS880 multidrive cbinets nd
More informationRIDEAU STREET AT WALLER STREET INTERSECTION WIDENING
DRWING FRME: 790mm x 53mm City of Ottawa 2011 INFRSTRUCTURE SERVICES DEPRTMENT OTTW RIVER CONTRCT SITE GENERL MNGER INFRSTRUCTURE SERVICES DEPRTMENT PRESTON STREET BRONSON VENUE WELLINGTON STREET BNK STREET
More informationSECTION BITUMINOUS CONCRETE PAVING AND ATHLETIC SURFACING. PART A and DIVISION 1 of PART B are hereby made a part of this SECTION.
SETION 321800 ITUMINOUS ONRETE PVING ND THLETI SURFING PRT 1 GENERL 1.01 GENERL REQUIREMENTS PRT nd DIVISION 1 of PRT re hereby mde prt of this SETION. Exmine ll conditions s they exist t the project prior
More information2015 Financial Assurance (with pre-plat construction)
Grding I 2015 Finncil Assurnce Estimte Form (with preplt construction) 8/6/20 15 Project Informtion Cler prings Rnch Fire Brek Access Rod Project Nme 10/24/2018 ection 1 tiirthwork Permnent eeding Mtilchinq
More informationSHEET 1 OF 6
REVISIONS REV DESCRIPTION CHG.NO. PP'D DTE SENSOR WELD NECK MOUNTING FLNGE & WELD FTG. (FCTORY WELDED) VILBLE IN SME B16.5 RF & RTJ, ND EN 1092-1 RF. REFER TO TBLE 1 ON SHEET 2 OR FOR S ND DIMENSIONS NEW
More information152mm (6") DIA. POINT TO POINT SYSTEM PVC OR STEEL TUBE SYSTEM TYPE I AND TYPE II OVERHEAD UNITS TYPE I OVERHEAD UNIT TYPE II OVERHEAD UNIT NOTES:
2mm ") DI. POINT TO POINT SYSTEM PVC OR STEEL SYSTEM L84 CLL -800--600 TYPE I ND TYPE II OVERHED UNITS 4 6 ") ( 8 ") 6 8 ") ( -0 PLN VIEW 20 (8 28 8 ") ( 8 ") 4 ( -4") 2 (4 ( 8 ") 28 ( 8 ") THE TYPE I
More informationHYDRANT & GATE VALVE INSTALLATION
HYDRNT FLG TO BE INSTLLED ON THE NOZZLE SECTION 5' TYPICL (3' MINIMUM) HYDRNT, CLOW MEDLLION 1.0' HYDRNT STEMER KIT - 4.5" NH - 5" STORZ METL FCE DPTER WITH STORZ CP. IF OPTIONL LOCKING CP IS DESIRED,
More informationWATERTIGHT AIRTIGHT SPECIAL ACCESS DOORS & HATCHES, PART 1 GENERAL
SECTION 08316 WTERTIGHT IRTIGHT SPECIL CCESS DOORS & HTCHES, PRT 1 GENERL HIGHLIGHTED RES TO BE INSERTED BY SPECIFYING ENGINEER. 1.1 WORK OF THIS SECTION. THE WORK OF THIS SECTION INCLUDES PROVIDING LL
More information450DIA STATION BY-PASS CONNECTION c/w 450DIA KNIFE GATE ISOLATION VALVE AND BLIND FLANGE C.L. OF PUMP REMOVAL MONORAIL BEAM OPENING ABOVE
3 87.43 m 3 P7 P7 3 VIC COUPLING (TYP. 6) PRESSURE INDICTOR c/w ISOLTION VLVE T SPRINGLINE ND 5DI DRIN ND VLVE T INVERT (TYP.3) 45DI STTION Y-PSS CONNECTION c/w 45DI KNIFE GTE ISOLTION VLVE ND LIND FLNGE
More informationFOREWORD UNIFORM STANDARD DRAWINGS FOR PUBLIC WORKS' CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA
FOREWORD FOR PUBLIC WORKS' CONSTRUCTION, OFFSITE IMPROVEMENTS,, NEVD The following participating entities of the Clark County, Nevada area have adopted these standard drawings. CITY OF LS VEGS dopted by
More informationCFX ITS Design Standards
CFX ITS Design Standards ITS DESIGN STNDRDS FOR DESIGN, CONSTRUCTION, MINTENNCE ND UTILITY OPERTIONS ON THE STTE HIGHWY SYSTEM VERSION MRCH 208 494 ORL Tower Rd Orlando, FL 3280 PHONE NUMBER: 40-690-5000
More informationRPEA3-06. Functional Description HA /2011. Directional Control Valves Solenoid Operated with 8W Coil. Replaces HA /2007
Directionl Control Vlves Solenoid Operted with 8W Coil RPEA3-06 0/20 Size 06 (D 03) 350 br (5076 PSI) 80 L/min (2 GPM) Replces 2/2007 /3-, /2- wy directionl control vlves Enclosure type to IP65 Push button
More information9900 IN LOBBY TELLER - (ILT) PORTRAIT AND LANDSCAPE DISPLAY PLAN FRONT VIEW SIDE VIEW PAGE 1 OF 6 CALL
00 IN LOBBY TELLER - (ILT) PORTRIT ND L CLL -800--600 40mm ( 6") CEN I / CEN III GS / CEN IV GS SFES CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND
More informationCOIN DISPENSER SIDE CAR FOR INSTALLATION NEXT TO DIEBOLD IN LOBBY TELLER (ILT) PLAN FRONT VIEW SIDE VIEW PAGE 1 OF 7 CALL
SIDE CR FOR INSTLLTION NEXT TO DIEBOLD 00 - IN LOBBY TELLER (ILT) L2 CLL -800--600 CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND SITE PREPRTION GUIDE
More informationPOWER BUTTON: 25mm (1") CONDUIT X 3048mm (10'-0") LONG TO HOUSE POWER AND CONTROL CABLES (SUPPLIED BY DIEBOLD)
R Easy-aire GX PNEUMTIC DELIVERY SYSTEM 24mm(") DI. PNEUMTIC TUBE SYSTEM 86G OPERTOR ND 8G CUSTOMER DETILS L962 CLL -8-999-6 OPERTOR CONTROL PNEL PROJECTION FILE NO. 8-26 REV. SUBJECT TO CHNGE W ITHOUT
More information330mm (13") MAXIMUM WALL THICKNESS IN AREA OF UNIT. 330mm (13") MAXIMUM WALL THICKNESS IN AREA OF UNIT TYPICAL ACCESS TO LEVELING 15
L CLL -800--600 R DIEBOLD 0 CSH DISPENSER THROUGH 0mm (") MXIMUM WLL 0mm ( 6" ) CEN I, CEN III GS, or CEN IV GS SFES CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE
More informationFOREWORD UNIFORM STANDARD DRAWINGS FOR PUBLIC WORKS' CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA
FOREWORD FOR PUBLIC WORKS' CONSTRUCTION, OFFSITE IMPROVEMENTS,, NEVD The following participating entities of the Clark County, Nevada area have adopted these standard drawings. CITY OF LS VEGS dopted by
More informationNOTICE TO BIDDERS ADDENDUM NO. 2. Dated: March 21, 2019 SAP
Public Works Department Donald J. Theisen, P.E. Director NOTICE TO BIDDERS Wayne H. Sandberg, P.E. Deputy Director/County Engineer Type of Work: DDENDUM NO. 2 Dated: March 21, 219 SP 82-618-22 Removing
More informationModel 1001/1001HPS Drinking Fountain
INSTLLTION, OPERTION & MINTENNCE INSTRUCTIONS Kleppe Lane Sparks, NV 89-667 (77) 9-72 Fax (77) 9-72 E-mail: haws@hawsco.com website: www.hawsco.com Model 00/00HPS Drinking Fountain No. 20760(9) NOTE TO
More informationSTATE OF FLORIDA DEPARTMENT OF TRANSPORTATION MATERIALS AND RESEARCH CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS
STTE OF FLORID DEPRTMENT OF TRNSPORTTION MTERILS ND RESERCH OF SUREY: NOEMBER 15 DISTRICT: TWO SUREY MDE BY: TERRCON CONSULTNTS, INC. FINNCIL PROJECT : 43611915801 ROD : CR 229 SUBMITTED BY: JOHN B KIMBERLY
More informationSIDE DETAIL ELEVATION DETAIL JCM VIVA VISIO SYSTEM PRODUCT DATA -
* UCP REQUIRED IF SYSTEM DOES NOT HVE HNDRIL OPTIONL CPS ) SS 'U' CP ) SS Ø" CP 3) SS Ø" LED CP ) Ø " OR Ø" SS HNDRIL ) Ø" WOOD HNDRIL CHERRY WOOD " GP (NOM) RED OK WHITE OK MPLE WOOD 3) Ø " LED iril 3'7"
More informationCS 7780 FULL FUNCTION DRIVE-UP TERMINAL
L CLL -800--600 CS 80 FULL FUNCTION DRIVE-UP TERMINL mm ( ") UL - "or " DISPLY THROUGH 0mm (8") MXIMUM WLL CONSULT WITH DIEBOLD NIXDORF INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE
More informationAGNES SCOTT OBSERVATORY - SOLAR
GNES SCOTT OBSERVTORY - SOLR ELECTRICL NOTES ELECTRICL REQUIREME PV SYSTEM NOTES Roof-Mounted Installation 6kW W N S E MTERILS ND METHODS REVISION NUMBER - FOR CONSTRUCTION REVISION HISTORY DESCRIPTION
More informationRETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retaining Block
RETAINING BLOCKS Reinforcing Steel R-5236HC 52" (1,320 mm) Hollow Core Retining Block A (Typ.) B (Typ.) 3D VIEW b 87 93 d d c A B BAR DIAGRAM BAR SCHEDULE DIMENSIONS BAR* b c d LENGTH/BAR NO. BARS TOTAL
More informationPLAZA MIDDLE SCHOOL TRACK AND FIELD IMPROVEMENTS
TCK ND FIELD IMPOVEMENTS, THE SOUTHEST 1/4 SECTION 19, TOWNSHIP 51 NOTH, NGE 33 WEST PLTE COUNTY, MISSOUI DISTUBED E = 6.59 c. THU DOP LNE F THU DOP LNE F THU DOP LNE F THU DOP LNE F P O IN FE SS EE ST
More informationJET PUMP. Table of Contents. Section 5 - Jet Pump
Tble of Contents JET PUMP Section 5 - Jet Pump JET PUMP Generl Informtion..................... 5-2 Principles of Opertion................ 5-2 Mster Specifictions Jet Pump........... 5-3 Specil Tools........................
More informationDIEBOLD IN LOBBY TELLER (ILT) PORTRAIT OR LANDSCAPE INSTALLED WITH A COIN RECYCLER SIDE CAR PLAN FRONT VIEW SIDE VIEW PAGE 1 OF 7
L2 CLL -800--600 TP-826-00. R CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND SITE PREPRTION GUIDE DIEBOLD 00 - IN LOBBY TELLER (ILT) PORTRIT OR LNDSCPE
More informationElectrically controlled directional control poppet valve type UREZ6
LICION Electriclly controlled directionl control poppet vlve type UREZ6 is intended for chnging the direction of hydrulic fluid flow in system, which llows for chnge of the direction of the receiver motion
More informationC-TRAN MAINTENANCE BUILDING EXPANSION / SOUTH LOT IMPROVEMENTS
N HJ 5 C.DEFG B 5 7.B. 0. NOTES:. REFERENCE 5/S. FOR SITE LIGHT POLE S COORDINTE LOCTIONS WITH ELECTRICL SITE LIGHTING PLNS. 5 6 7 8 9 ' - 0" 5' - 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0"
More informationCONTROL VALVES FOR GRINDER. Installation, Maintenance and Operating Instructions 5 GA 71 en Issue 5/02
CONTROL VALVES FOR GRINDER Instlltion, Mintennce nd Operting Instructions 5 GA 71 en Issue 5/02 2 Tble of Contents 1 OPERATION......................... 3 1.1 Generl......................... 3 1.2 Min components.................
More informationSTANDARD AND FULL HEIGHT - REAR LOAD - WITH 40mm (1 16") CEN I, CEN III GAS or CEN IV GAS SAFES
L STNDRD ND FULL HEIGHT - RER LOD - WITH 0mm ( 6") "LL DIMENSIONS ND DESIGN CRITERI PGE OF 8 FRONT - STNDRD HEIGHT SEE PGES and FOR CS 00 STNDRD HEIGHT DETILS FRONT - FULL HEIGHT SEE PGES and FOR CS 00
More informationCREEK Technical Services, LLC
Technicl Services, LLC Certificte of uthoriztion No. 29824 17520 Edinburgh Dr Tmp, FL 33647 (813) 480-3421 EVLUTION REPORT FLORID BUILDING CODE, 6 TH EDITION (2017) Mnufcturer: VRITILE INC. Issued ugust
More informationDIEBOLD 3750 CASH RECYCLER TERMINAL. 13mm ( 2") UL SAFE - 15" OR 19" DISPLAY THROUGH THE WALL 330mm (13") PLAN VIEW FRONT ELEVATION SECTION
L8 CLL -800--600 R DIEBOLD 0 CSH RECYCLER TERMINL mm ( ") UL SFE - " OR " DISPLY THROUGH THE WLL 0mm (") 64 SFE ( 6 ") CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE
More informationFOR HISTORICAL REFERENCE ONLY
To: From: Subject: Electronic Distribution Recipients MINNESOT DEPRTMENT OF TRNSPORTTION Engineering Services Division Technical Memorandum No. 11-02-T-02 November 8, 2011 ernard J. rseneau, P.E., PTOE
More informationWorld s Leading Supplier of Fastener Inspection Equipment
World s Leding Supplier of Fstener Inspection Equipment clibrtion Price list Qulity Service for your Qulity Deprtment Plese include the following with your clibrtion order: 1 PO Number 1 Clibrtion Cycle
More informationCCD-493 KIT SERIES INSTRUCTION SHEET
(COMPLETE CCD-493-W KIT ILLUSTRTED. CUT-OUTS IN TRCK TO EXPOSE COMPONENTS) CCD-493 KIT SERIES INSTRUCTION SHEET CROWDERTRCK S CTCH N CLOSE TM SYSTEM PREVENTS BOUNCING ND SLMMING OF SLIDING S. CN BE INSTLLED
More informationAIRCRAFT ENGINES SERVICE INSTRUCTION ENGINE START AT LOW TEMPERATURES AT ROTAX SI R1
d03161 RECOMMENDED AIRCRAFT ENGINES SERVICE INSTRUCTION ENGINE START AT LOW TEMPERATURES AT ROTAX ENGINE TYPE 912 AND 914 (SERIES) Repeting symbols: Plese, py ttention to the following symbols throughout
More informationCC-410 KIT SERIES INSTRUCTION SHEET
(COMPLETE CC-410-W KIT ILLUSTRTED. CUT-OUTS IN TRCK & FSCI TO EXPOSE COMPONENTS) CC-410 KIT SERIES INSTRUCTION SHEET CROWDERTRCK S CTCH N CLOSE TM SYSTEM PREVENTS BOUNCING ND SLMG OF SLIDING DOORS. CN
More informationCOURT 1 COURT 13 COURT 2 COURT 3
e a h S r e PHSE I COURT PHSE III S o u h 3 h S r e e S o u h U PHSE I PHSE II 3" & 4" PVC STORM LTERLS, TYP. - (3) COURT 9 " TERR COTT LTERL - () PHSE IV COURT PHSE I PHSE IV COURT 4 PHSE III TRIPLE TENNIS
More informationSpark Plug Fouling 3.0 Liter OptiMax
WARRANTY INFORMATION PARTS INFORMATION SERVICE INFORMATION Bulletin No. 2002-07 Circulte to: Sles Mnger Accounting Service Mnger Technicin Prts Mnger Sprk Plug Fouling 3.0 Liter OptiMx Models Affected
More informationFRONT SIDE FIX WINDOW
WINSHIEL/WINOWGLSS/MIRROR FRONT SIE FIX WINOW REPLEMENT FRONT SIE FIX WINOW The instlltion procedures re the removl procedures in reverse order. However, only instlltion procedures requiring dditionl informtion
More informationSpecial School District of South County North County Technical High School Welding Lab Renovation 1700 Derhake Road St. Louis, Missouri 63033
Specil School District of South County North County Technicl High School Welding L Renovtion 00 Derhke Rod St. Louis, Missouri 6 DDENDUM # Dte: Mrch, Prepred For: Specil School District of St. Louis County
More information2190DF / 2575DF / 2700DF / 2702DF FIRE THEFT SAFE WITH DIGITAL LOCK. Operation and Installation Guide. MANUAL # M
Opertion nd Instlltion Guide 2190DF / 2575DF / 2700DF / 2702DF MANUAL # M08-0284-004 www.firstalert.com FIRE THEFT SAFE WITH DIGITAL LOCK ELECTRONIC LOCK THEFT FIRE Cj de llves MANUAL # M08-0284-004 Overview
More informationDIEBOLD 3700 LOBBY CASH RECYCLER- FRONT LOAD 15" DISPLAY OR 19" DISPLAY CEN I, CEN III GAS, CEN IV GAS or CEN IV GAS EX SAFES
R L CLL -0--600 64 SFE ( 6 ") DIEBOLD 00 LOBBY CSH RECYCLER- FRONT LOD " DISPLY OR " DISPLY CEN I, CEN III GS, CEN IV GS or CEN IV GS EX SFES CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL
More informationGENERAL NOTE: GRADE 4-#8 AND 1-#8 EGC IN 1" CONDUIT TO POLE P2. 4-#8 AND 1-#8 EGC IN 1" CONDUIT TO POLE P1.
ll reproduction + intellectual property rights reserved by rchitecture Incorporated TOP SSEMBLY WIRE HRNESS (INSE ) CONCRETE RISER NOTES: PNL SFL EXISTING NOVEC TRNSFORMER (V SECONDRY) TO REMIN. EXISTING
More information203mm (8") MAXIMUM WALL THICKNESS IN AREA OF UNIT NOTE: 203mm (8") MAXIMUM WALL THICKNESS IN AREA OF UNIT (2) EACH SIDE OF SAFE CEN I SAFE ONLY
L0 CLL -800--600 R CS 0 FULL FUNCTION VESTIBULE TERMINL " OR " DISPLY-THROUGH 0mm ( MXIMUM WLL 40mm ( 6") CEN I, CEN III GS or CEN IV GS SFES SFE ( 6 ") CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR
More information330mm (13") MAXIMUM WALL THICKNESS IN AREA OF UNIT. 330mm (13") MAXIMUM WALL THICKNESS IN AREA OF UNIT (2) EACH SIDE OF SAFE CEN I SAFE ONLY
L08 CLL -800--600 R CS 0 FULL FUNCTION TERMINL " OR " DISPLY - THROUGH THE WLL 0mm (") 40mm ( 6") CEN I, CEN III GS OR CEN IV GS SFES SFE CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS
More informationINSTALLATION GUIDE INSTALLATION GUIDE
INSTALLATION GUIDE INSTALLATION GUIDE CONTACT US By selecting Hiku fn, you ve chosen qulity design, heightened comfort nd effortless conservtion. Use this guide to sfely instll your fn. Plese contct us
More informationCS 7750 FULL FUNCTION TERMINAL 15" OR 19" DISPLAY - THROUGH THE WALL 330mm (13")
L08 CLL -800--600 " OR " DISPLY - THROUGH THE WLL 0mm (") 40mm ( 6") CEN I CONSULT WITH DIEBOLD NIXDORF INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND SITE PREPRTION GUIDE
More informationREPLACEMENT. 4. REMOVE WINDSHIELD MOULDING OUTSIDE (a) Using a knife, cut off the moulding, as shown in the illustration.
7012 REPLCEMENT The instlltion procedures re the removl procedures in reverse order. However, only instlltion procedures requiring dditionl informtion re included. 1. REMOVE ROOF HEDLINING SSY (See pge
More information* * * DIEBOLD 3700 LOBBY CASH RECYCLER- FRONT LOAD 15" DISPLAY OR 19" DISPLAY CONSUMER ACCESS DIMENSIONS PLAN VIEW 19" DISPLAY FRONT ELEVATION
R L CLL -0--600 64 SFE ( 6 ") DIEBOLD 00 LOBBY CSH RECYCLER- FRONT LOD " DISPLY OR " DISPLY WITH mm ( ") UL SFE CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE
More informationOPTIONAL 178mm (7") SPACER AVAILABLE FOR WALL THICKNESSES UP TO 152mm (6") 330mm (13") MAXIMUM WALL THICKNESS IN AREA OF UNIT
L88 CLL -0--600 R DIEBOLD 0 CSH RECYCLER WITH COIN 40mm ( 6") CEN I, CEN III GS or CEN IV GS SFES THROUGH 0mm (") MXIMUM WLL 64 SFE CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND
More information2/2, 3/2 and 4/2 directional poppet valve with solenoid actuation
0/0 /, / nd / directionl poppet vlve with solenoid ctution.7 Type M-.SEW...LX Size Up to 0 r Up to 0 L/min Contents Function nd configurtion Symols 0 Specifiction 0 Technicl dt 0 Electricl dt 0 Chrcteristic
More informationDIEBOLD 5550 CASH DISPENSER THROUGH 330mm (13") MAXIMUM WALL PLAN VIEW FRONT ELEVATION SIDE ELEVATION CONSUMER ACCESS DIMENSIONS
L0 CLL -800--600 R DIEBOLD 0 CSH DISPENSER THROUGH 0mm (") MXIMUM WLL mm ( " ) UL CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR DDITIONL DETILS ND INFORMTION. PLESE SEE PLNNING ND SITE PREPRTION GUIDE
More information2/2 Solenoid Operated Seat Valve, ISO Size 03
2/2 Solenoid Operted Set Vlve, ISO Size 03 Q mx = 40 l/min (11 gpm), p mx = 315 r (4500 psi) Sndwich design, idirectionl lek-proof shutoff, direct cting, electriclly operted 1 Description 2 echnicl dt
More informationCITY OF TAKOMA PARK, MARYLAND
, MRYLN IORETENTION FCILITY WITH ( OPTION-2) IORETENTION WITH OVERFLOW RINGE SYSTEM TITLE N GENERL NOTES NTS Sept 8,207 RWING SW- No. IORETENTION FCILITY WITH ( OPTION-2) NTS TITLE N GENERL NOTES PPROVE
More informationCCS-810 KIT SERIES INSTRUCTION SHEET
(COMPLETE KIT ILLUSTRTED. CUT-OUTS IN TRCK & FSCI TO EXPOSE COMPONENTS) CCS-810 KIT SERIES INSTRUCTION SHEET CROWDERTRCK S CTCH N CLOSE TM SYSTEM PREVENTS BOUNCING ND SLMMING OF SLIDING DOORS. CN BE INSTLLED
More informationTwo-Position Electric Duplex Room Thermostats
TC-xx Series, TC-xx Series, TF- Series Two-Position Electric Duplex Room Thermostts These thermostts provide on-off control of heting/cooling systems. Fetures: Seprte units for C nd F. All units except
More informationSEE PAGES 3 AND 4 OF 7 FOR 3700 CASH RECYCLER THROUGH THE WALL WITH VESTIBULE TRIM KIT REFERENCE FRONT EDGE OF BEZEL FOR DEPTH DIMENSIONS
R DIEBOLD 00 LOBBY CSH RECYCLER- RER LOD L2 CLL -0--600 64 SFE (2 6 ") 40mm ( 6") CEN I SFE - " DISPLY OR " DISPLY WITH DETILS FOR OPTIONL VESTIBULE INSTLLTION CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH
More informationCITY OF DANVILLE POLAND ROAD, WAL-MART, AND VERMILION GARDENS PUMP STATION UPGRADES
CITY OF DNVILLE POLND ROD, WL-MRT, ND VERMILION GRDENS Jo Daviess Carrol Whiteside Wiinnebago Ogle Lee Mc Donough Fulton Tazewell Hancock Schuyler Mason Logan dams rown Cass Menard Morgan Sangamon oone
More information-- 3 S1006 3 S1006 REMOVE EXISTING CCESS HTCH ND PRT OF EXISTING SL FOR NEW CCESS HTCH SIZE 6060 3960 REMOVE EXISTING CONCRETE PD MXM 914x914 CCESS HTCH INSTLL S PER MNUFCTURERS INSTRUCTIONS 6060 3960
More informationSuspension Control Module
User Mnul Suspension Control Module 0099 Before Instlltion Wrning: This owering Module should be instlled by n individul with extensive knowledge in electronics, including: wire identifiction, extrcting
More informationFUEL SYSTEM. Table of Contents. Section 3C Oil Injection
Tle of Contents FUEL SYSTEM Section 3C Oil Injection OIL INJECTION Specil Tools................................ 3C-2 Oil System Opertion......................... 3C-2 Oil Pump Output..........................
More informationSt. Johns River State College BID-SJR Addendum Three ADDENDUM THREE DATED JUNE 13, 2016
St. Johns River State College BID-SJR-10-2016 Addendum Three ADDENDUM THREE DATED JUNE 13, 2016 TO BID-SJR-10-2016 Bid Specifications/Project Manual (Plans) PARKING LOT REHABILITATION PROJECT FOR: DRAWING
More informationS DRAWING DOES NOT APPLY TO CONNECTIONS TO LINED PIPE A 6" VCP DOUBLE " Y " BRANCH ARD " T " SADDLE WITH DOUBLE " Y " SADDLE WITH SHORT RADIUS BEND
6" VCP DOULE " Y " RNCH PLUG LL RNCHES NOT CONNECTED NOTE: HOLES IN EXISTING PIPE SHLL E MDE Y CORE DRILLING PER S-a-86. 4" 18" 6" 6" VCP " T " SDDLE PER S-a-213 C GROUND SURFCE 8' MIN SEE NOTE EXISTING
More informationWelcome Home W W W. G O M A Y N E. C O M
Welcome Home W W W. G O M A Y N E. C O M Myne hs revolutionized outdoor decor with eutiful collection of Plnters, Window Boxes, Mil Posts, Address Signs, nd Storge Bins. Our polyethylene nd vinyl products
More informationUPS Pure Sinewave UPS
UPS Pure Sinewve UPS USR S MANUAL 1.6K / 3.2K / 5KVA 6.4K / 8K/ 10KVA 1. INTRODUCTION 1. 1.1 Generl Description This UPS, powerful ll-in-one solution, delivers unsurpssed clen true sine wve output power
More informationMINNESOTA DEPARTMENT OF TRANSPORTATION
NORMNDLE VE. FRNCE XERXES S. VE. PENN S. LYNDLE PORTLND VE. 34TH VE S. CEDR MINNESOT DEPRTMENT OF TRNSPORTTION FED. PROJ. NO. CONSTRUCTION PLN FOR TRFFIC SIGNS ND DEVICES GOVERNING SPECIFICTIONS TRUNK
More informationFUEL SYSTEM. Table of Contents. Section 3B - Carburetors
Tle of Contents FUEL SYSTEM Section 3B - Cruretors CARBURETORS Fuel System - Trouleshooting.............. 3B-2 Generl Informtion.................... 3B-2 Attenutor And Cr Throttle Levers......... 3B-4
More informationRPEL1-04. Functional Description HA /2014. Solenoid - Operated Directional Control Valves. Size 04 (D 02) 250 bar (3600 PSI) 30 l/min (8.
Solenoid - Operted Directionl Control Vlves RPEL-0 05/0 Size 0 (D 0) 50 r (600 PSI) 0 l/min (8.0 GPM) /-, /- nd /-wy directionl control vlves with solenoid control Solenoids cn e turned round their xis
More informationTeile und Zubehör- Einbauanleitung
Teile und Zubehör- Einbunleitung F 46 052 EVA BMW Prts nd Accessories Instlltion Instruction Sun blind, electric BMW 3 Series Sloon (E46/4), BMW 3 Series Coupé (E46/2) Best.-Nr. 0 29 0 000 58 I/99 Printed
More information2/2 4/4 Solenoid Directional Seat Valve, ISO Size 03
2/2 4/4 Solenoid Directionl Set Vlve, ISO Size 03 Q mx = 20 l/min, p mx = 315 r idirectionl set-vlve shut-off, direct cting, electriclly operted 1 Description he W2N / W2 series of 2/2 4/4 solenoid operted
More informationAppendix E D791 and T791 Head and Valve Holddown Assembly Details
Appendix E D nd T Hed nd Vlve Holddown Assemly Detils Hed First Stge Holddown Assemly (") Suction with Unloder Suction (Stndrd) First Stge Holddown Assemly (") Dischrge See figure A 0 CAUTION: Alwys relieve
More informationTown of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166
Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166 Date: August 10, 2016 Subject: Bid for Construction of NW 89 th Avenue, NW 93 rd Street and NW
More informationPush-in RTD temperature probe for heat meters with connecting cable for thermowells (type PS/PL)
elivery ddress: Mckenrodtstrße 14 36039 Fuld, Germny Postl ddress: 36035 Fuld, Germny Fx: +49 661 6003-607 Emil: mil@jumo.net Temple Bnk, Riverwy Hrlow, Essex, CM20 2Y, UK Fx: +44 1279 62 50 29 Emil: sles@jumo.co.uk
More informationGREGORY RD PROPERTY LINE (PPROX.) LEGEND LIGHTING CONTROL CENTER 50W METL HLIDE FLOODLIGHT GROUND MOUNTED JUNCTION BOX PROPERTY LINE (PPROX.) UNDERGROUND CONDUIT WITH CONDUCTOR, SIZE S SHOWN. 50W METL
More informationMOORHEAD. City of Moorhead M I N N E S O T A. Right-of-Way Details and Standards
!! UTION!! UTILITIES IN THE RE, EFORE ONSTRUTION UTILIZE 1 LL 1002521166 THE SUSURFE UTILITY INFORMTION IN THIS PLN IS UTILITY QULITY LEVEL " " THIS QULITY LEVEL WS DETERMINED ORDING TO THE GUIDELINES
More informationPARKING LOT REHABILITATION PROJECT FOR: SJRSC PALATKA CAMPUS
PARKING LOT REHABILITATION PROJECT FOR: DRAWING INDE SHEET NO. DRAWING TITLE C. COVER SHEET C1. - C1.17 PALATKA CAMPUS C4. CONSTRUCTION DETAILS PROJECT SITE PROJECT SITE C. 8 4 8 16 32 1 inch = 8 ft. C1.16
More informationCONSTRUCTION PLANS for ABBREVIATIONS ELEVATION
R VISC OU HIGBY LNDING OLD BO HGT ROUGH S H PP Y LNDING DRIVE B PT IST SEION, TOWNSHIP SOUTH, RNGE 66 WEST OF THE 6TH P.M., EL PSO COUNTY, COLORDO ROLLER COSTER NT SH H RO R D COLONIL P RK D ROLLER COSTER
More informationEnergy Recovery Ventilator
PEG1610044CE Version:1601 Service Mnul Energy Recovery Ventiltor (North meric Mrket) WRNING This service informtion is designed for experienced repir technicins only nd is not designed for use by the generl
More informationSolenoid Pilot Operated Directional Control Valve
Contct Detils efore using the product, plese check the guide pges t the front of this ctlog. http://www.dikinpmc.com/en/ For ltest informtion, DF ctlogs nd opertion mnuls Solenoid ilot Operted Directionl
More informationKANSAS DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TO THE STANDARD SPECIFICATIONS, EDITION 2007
07-08001-R05 Sheet 1 of 2 DEPRTMENT OF TRNSPORTTION SPECIL PROVISION TO THE STNDRD SPECIFICTIONS, EDITION 2007 SECTION 805 ZONE TRFFIC CONTROL ND SFETY TYPICL TRFFIC CONTROL, 2-LNE HIGHWY WITH 1 LNE, FLGGER,
More informationFUEL SYSTEM. Section 3A Pulse Crankcase Driven Fuel Pump. Model 200/225 DFI. 1. Fuel Pressure/Vacuum Gauge (0-15 psi) (Obtain Locally)
FUEL SYSTEM Section 3A Pulse Crnkcse Driven Fuel Pump Tle of Contents Specifictions................................ 3A-1 Specil Tools................................ 3A-1 Fuel Pump..................................
More informationChelsea Doll Cottage
Please retain this information for future reference HRWRE ssembly Instructions PRTS LIST Item #65054 To order replacement parts, please visit www.kidkraft.com 2 1 3 4 5 6 9 7 10 14 15 11 13 17 12 1 19
More informationHOOK UP LAYOUT FOR HEAT GENERATION AND FUEL TANK SYSTEM
HOOK UP LYOUT FOR HET GENERTION ND FUEL TNK SYSTEM DESRIPTION IRNIN PETROLEUM STNDRDS NO REVISION PERMITTED UNLESS PPROVED Y STNDRD ORGNIZTION OVER SHEET DRWING No. IPS-D-R-018 SHT 1 "(DN0) FILL FUEL OIL
More information4/2- and 4/3-directional spool valve solenoid-operated, direct-acting 4WE 6
4/2- nd 4/3-directionl spool vlve solenoid-operted, direct-cting 4WE 6 DESCRIION HYDC 4/2- nd 4/3- directionl spool vlves of the 4WE 6 series re directionl vlves for oil hydrulic systems which re used
More information3700 LOBBY CASH RECYCLER. REAR LOAD 13mm ( 2") UL SAFE - 15" DISPLAY OR 19" DISPLAY WITH DETAILS FOR OPTIONAL VESTIBULE INSTALLATION
R L CLL -0--600 64 SFE ( 6 ") DIEBOLD 00 LOBBY CSH RECYCLER RER LOD mm ( ") UL SFE - " DISPLY OR " DISPLY WITH DETILS FOR OPTIONL VESTIBULE INSTLLTION CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR
More informationCarl Nielsen Music is Life. SET UP MANUAL Travelling Exhibition from Odense City Museums DK-5000 Denmark
Crl Nielsen Music is Life SET UP MNUL Trvelling Exhiition from Odense City Museums DK-5000 Denmrk CONTENT IN FLIGHTCSES CRL NIELSEN TOURING EXHIITION ODENSE CITY MUSEUMS KVORNING DESIGN & COMMUNICTION,
More informationPOWERHEAD. Section 4A - Cylinder Head. Rocker Shaft and Rocker Arm... 4A-21 Camshaft... 4A-22 Cylinder Head... 4A-24
POWERHEAD Section 4A - Cylinder Hed CYLINDER HEAD Tle of Contents Specifictions........................... 4A-2 Specil Tools........................... 4A-4 Cylinder Hed.......................... 4A-6
More informationWINDSHIELD / WINDOWGLASS
WINSHIEL / WINOWGLSS QURTER WINOW GLSS QURTER WINOW GLSS OY WINSHIEL / WINOWGLSS OMPONENTS 97 RER SIE SETK FRME LH RER SIE SETK FRME RH RER SET USHION SSEMLY RER OOR OPENING TRIM WETHERSTRIP LH TONNEU
More informationAmendment Sheet. Code : ADB-FR Date : Superceded : nil REFRIGERANT CIRCUIT DIAGRAM
mendment Sheet Code : DB-FR-007-0001 Date : 18-0-008 Superceded : nil REFRIGERNT CIRCUIT DIGRM GENERL DT HETPUMP (R) NOMINL COOLING CPCITY NOMINL HETING CPCITY NOMINL TOTL INPUT POER (COOLING) NOMINL TOTL
More information* * * 3700 LOBBY CASH RECYCLER. REAR LOAD 13mm ( 2") UL SAFE - 15" DISPLAY OR 19" DISPLAY WITH DETAILS FOR OPTIONAL VESTIBULE INSTALLATION
R L CLL -0--600 64 SFE ( 6 ") DIEBOLD 00 LOBBY CSH RECYCLER RER LOD mm ( ") UL SFE - " DISPLY OR " DISPLY WITH DETILS FOR OPTIONL VESTIBULE INSTLLTION CONSULT WITH DIEBOLD INSTLLTION/SERVICE BRNCH FOR
More information2/2 4/4 Solenoid Directional Seat Valve, ISO Size 03
2/2 4/4 Solenoid Directionl Set Vlve, ISO Size 03 Q mx = 40 l/min (11 gpm), p mx = 315 r (4500 psi) idirectionl lek-proof shutoff, direct cting, electriclly operted Series W2N, W2 1 Description With crtridge
More information2/2 Solenoid Operated Seat Valve, ISO Size 03
2/2 Solenoid Operted Set Vlve, ISO Size 03 Q mx = 20 l/min (5.3 gpm), p mx = 315 r (4500 psi) Sndwich design, idirectionl lek-proof shutoff, direct cting, with EX-sfty sol. coil Vlve: With crtridge vlve,
More informationRPE3-06. Functional Description HA /2011. Directional Control Valves Solenoid Operated. Replaces HA /2009
Directionl Control Vlves Solenoid Operted RE3-06 Size D 06 (03) 350 br (5076 SI) 80 L/min(21 GM) Size D 06 (03) p mx 320 br (4641SI) ccording to CSA 80 L/min(21 GM) HA 4010 11/2011 Replces HA 4010 12/2009
More information4/3, 4/2 and 3/2 explosion-proof solenoid directional valve
01/06 4/3, 4/2 nd 3/2 explosion-proof solenoid directionl vlve Type G...WE6...L6X 2.21 Size (NG) 6 Up to 350 br Up to 80 L/min Contents Function nd configurtion Specifictions 03 Spool symbols 03 Technicl
More information