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CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00

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Page 1: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION 100% FINAL DESIGN
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GENERAL G-1 TITLE SHEET CIVIL C-1 PLAN AND PROFILE STA 00+00 TO STA 04+00 C-2 PLAN AND PROFILE STA 04+00 TO STA 08+00 C-3 PLAN AND PROFILE STA 08+00 TO STA 012+00 C-4 PLAN AND PROFILE STA 12+00 TO STA 16+00 C-5 PLAN AND PROFILE STA 16+00 TO STA 21+00 C-6 PLAN AND PROFILE STA 21+00 TO STA 26+00 C-7 SECTION AND DETAILS
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VICINITY MAP
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NOTES / KEY MAP
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G-1
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511 PUMP STATION 100% FINAL DESIGN TITLE SHEET
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SHEET 1 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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PIPELINE LOCATION
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PUMP LOCATION
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POINT OF CONNECTION
Page 2: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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C-1
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511 PUMP STATION 100% FINAL DESIGN PLAN AND PROFILE STA 00+00 TO STA 04+00
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SHEET 2 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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0'-0"
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50'-0"
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00+00
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01+00
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02+00
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03+00
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04+00
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MATCH LINE STATION 04+00
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MATCH LINE STATION 04+00
Page 3: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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511 PUMP STATION 100% FINAL DESIGN PLAN AND PROFILE STA 04+00 TO STA 08+00
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SHEET 3 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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07+00
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08+00
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MATCH LINE STATION 08+00
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MATCH LINE STATION 04+00
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MATCH LINE STATION 08+00 SEE DWG C-3
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MATCH LINE STATION 04+00 SEE DWG C-1
Page 4: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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511 PUMP STATION 100% FINAL DESIGN PLAN AND PROFILE STA 08+00 TO STA 12+00
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SHEET 4 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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12+00
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MATCH LINE STATION 12+00
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MATCH LINE STATION 08+00
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MATCH LINE STATION 12+00 SEE DWG C-4
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MATCH LINE STATION 08+00 SEE DWG C-2
Page 5: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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511 PUMP STATION 100% FINAL DESIGN PLAN AND PROFILE STA 12+00 TO STA 16+00
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SHEET 5 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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12+00
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MATCH LINE STATION 16+00
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MATCH LINE STATION 12+00
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MATCH LINE STATION 16+00 SEE DWG C-5
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MATCH LINE STATION 12+00 SEE DWG C-3
Page 6: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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511 PUMP STATION 100% FINAL DESIGN PLAN AND PROFILE STA 16+00 TO STA 21+00
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SHEET 6 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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Length Measurement
80'-0"
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16+00
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17+00
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18+00
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19+00
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20+00
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21+00
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MATCH LINE STATION 21+00
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MATCH LINE STATION 16+00
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MATCH LINE STATION 16+00 SEE DWG C-4
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MATCH LINE STATION 21+00 SEE DWG C-6
Page 7: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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511 PUMP STATION 100% FINAL DESIGN PLAN AND PROFILE STA 21+00 TO STA 26+00
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SHEET 7 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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Length Measurement
80'-0"
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24+00
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MATCH LINE STATION 21+00
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MATCH LINE STATION 21+00 SEE DWG C-5
Page 8: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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511 PUMP STATION 100% FINAL DESIGN SECTION AND DETAILS
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SHEET 8 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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Page 9: CITY OF OCEANSIDE DRAWINGS FOR 511 PUMP STATION …c-4 plan and profile sta 12+00 to sta 16+00 c-5 plan and profile sta 16+00 to sta 21+00 c-6 plan and profile sta 21+00 to sta 26+00
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511 PUMP STATION 100% FINAL DESIGN TEMPORARY TRAFFIC CONTROL
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SHEET 8 OF 8
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K9 ENGINEERING
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ENGINEER OF WORK __________________________________ JAMES VALDEZ
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DATE 04/16/20
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***The following Traffic Control Plan derives from the City of Oceanside's Traffic Control Guidelines***

MEETING AGENDA 6:00 p.m., STA Board Regular Wednesday, January 11, 2017 … · 2018-10-17 · 2. Selection of the STA Vice-Chair for 2017 commencing with the STA Board Meeting of

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ADDENDUM NO. 1 TO THE CONTRACT PROVISIONS AND …ITEM NO. 7: SHEET 6, PLAN & PROFILE – STA 21+00 TO STA 24+90 – SCH A DELETE the entire Sheet and REPLACE with the attached Sheet

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Ba River Profile Hinh Sta.53+400 R · Ba River Profile-100 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 0 50 100 150 200 250 300 350 400 ... Dong Nai Sta: Distance

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DANGER WARNING - Amazon S3...(drn) nrm sta ry 0:45 p t vnt 1hr sta 2:00 p t vnt drn nrm sta 0:30 pl vnt upr 1hr sta hit 1:00 owi vnt (drn) sta ry (cln) 0:30 lo w 4:00 lsa plt fan sta

DANGER WARNING - Amazon S3...(drn) nrm sta ry 0:45 p t vnt 1hr sta 2:00 p t vnt drn nrm sta 0:30 pl vnt upr 1hr sta hit 1:00 owi vnt (drn) sta ry (cln) 0:30 lo w 4:00 lsa plt fan sta

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FEMTOLINE - Delta Light PROFILES deltalight.com PRO 671 90 FTL35 TR - PROFILE 393 00 00 = B MAX.L / PROFILE: 6m Kg / m FEMTOLINE 35 TR END CAP PROFILE CORNER FIXATION CURRENT SUPPLY

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30% Plan Sheets for Modifications at Bailly€¦ · prop main 1 profile rpp-033 rpp-138 042 pei-djs pei-alh pei-sph mp 49.7 to 49.9 sta 2622+00 to 2636+00 plan and profile 1 1 1 to

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1,000m H10 高圧湧水・粘土化 大量湧水破砕・粘土 …committees.jsce.or.jp/avc/system/files/slide108.pdfSTA.+ STA.10+00 STA.20+00 STA.30+00 STA.40+00 STA.50+00 STA.60+00

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Profile 00 Unit

Profile 00 Unit

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UNOFFICIAL WEBSITE COPYgssdocs.deldot.delaware.gov/bids/T200820013webplans.pdf · poe 103+75.00 pob 200+00.00 king street = sta. 103+26.23 10th street 100+00 101+00 102+00 103+00

UNOFFICIAL WEBSITE COPYgssdocs.deldot.delaware.gov/bids/T200820013webplans.pdf · poe 103+75.00 pob 200+00.00 king street = sta. 103+26.23 10th street 100+00 101+00 102+00 103+00

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Profile Sta 0 + 00 to Sta 300 + 00 · 0 0 0 0 0 0 0 0 0 0 Sta 230 + 00 Sta 240 + 00 Sta 250 + 00 Sta 260 + 00 Sta 270 + 00 Sta 280 + 00 Sta 290 + 00 Sta 300 + 00 Sta 310 + 00 Sta

Profile Sta 0 + 00 to Sta 300 + 00 · 0 0 0 0 0 0 0 0 0 0 Sta 230 + 00 Sta 240 + 00 Sta 250 + 00 Sta 260 + 00 Sta 270 + 00 Sta 280 + 00 Sta 290 + 00 Sta 300 + 00 Sta 310 + 00 Sta

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Spread 10 Approximate STA 10791+00 to Approximate STA

Spread 10 Approximate STA 10791+00 to Approximate STA

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TLAS A ENGINEERING · street plan & profile pp-01 whitney way sta. 20+50 to sta. 25+34.23 sheet no. l.l.c. ngineering e tlas a street plan & profile pp-02 whitney way sta. 16+00 to

TLAS A ENGINEERING · street plan & profile pp-01 whitney way sta. 20+50 to sta. 25+34.23 sheet no. l.l.c. ngineering e tlas a street plan & profile pp-02 whitney way sta. 16+00 to

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Vertical Alignment (HANDOUT).ppt - Rudy Setiawan's Blog · STA.4 200 STA.4 300 STA.4 400 STA.4 500 STA.4 600 STA.4 700 Gambar 2 Profil Elevasi Tanah Existing Ground Profile 45,00

Vertical Alignment (HANDOUT).ppt - Rudy Setiawan's Blog · STA.4 200 STA.4 300 STA.4 400 STA.4 500 STA.4 600 STA.4 700 Gambar 2 Profil Elevasi Tanah Existing Ground Profile 45,00

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Geography...Viking Life oo 00 0 0 Whole Class 010 oo 00 Viking Longhouse The and Go back 3 spa. bite Go to the sta oo 00 0 0 Loÿoat Jourrpy Viking Life Class Quiz STA zr Title Geography

Geography...Viking Life oo 00 0 0 Whole Class 010 oo 00 Viking Longhouse The and Go back 3 spa. bite Go to the sta oo 00 0 0 Loÿoat Jourrpy Viking Life Class Quiz STA zr Title Geography

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Microsoft · 2019-08-09 · 1 604 South 2 st Street Colorado Springs. Colorado 80904 630-7342 MATCHLINE STA 35+00 CHANNEL PLAN AND PROFILE STA 22+00 To STA EL PASO COUNTY, COLORADO

Microsoft · 2019-08-09 · 1 604 South 2 st Street Colorado Springs. Colorado 80904 630-7342 MATCHLINE STA 35+00 CHANNEL PLAN AND PROFILE STA 22+00 To STA EL PASO COUNTY, COLORADO

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038_ENG P3 Approval of Shop Drawing of Plan & Profile Sta. 031+990 – Sta. 036+365 and Cross Section Sta. 032+000 – Sta. 036+375.pdf

038_ENG P3 Approval of Shop Drawing of Plan & Profile Sta. 031+990 – Sta. 036+365 and Cross Section Sta. 032+000 – Sta. 036+375.pdf

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MEETING AGENDA 6:00 p.m., STA Board Regular Wednesday ...€¦ · The complete STA Board Meeting Packet is available on STA’s Website at (Note: STA Board Meetings are held at Suisun

MEETING AGENDA 6:00 p.m., STA Board Regular Wednesday ...€¦ · The complete STA Board Meeting Packet is available on STA’s Website at (Note: STA Board Meetings are held at Suisun

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Chlorine Test @ Road 1 sta. 99+00-92+40

Chlorine Test @ Road 1 sta. 99+00-92+40

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Project Manual Cover State...C-321 SECTIONS - BW3.4 (STA 3403+00 TO 3405+02) C-322 PLAN & TYPICAL SECTION - BW3.5 C-323 PROFILE - BW3.5 C-324 PROFILE - BW3.5 C-325 SECTIONS - BW3.5

Project Manual Cover State...C-321 SECTIONS - BW3.4 (STA 3403+00 TO 3405+02) C-322 PLAN & TYPICAL SECTION - BW3.5 C-323 PROFILE - BW3.5 C-324 PROFILE - BW3.5 C-325 SECTIONS - BW3.5

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2-81 Figure 2-2-3-20 Plan and Profile (Section II New ...2-84 Figure 2-2-3-23 Plan and Profile (Section II New Construction Sta.30+300-Sta.30+726.341)

2-81 Figure 2-2-3-20 Plan and Profile (Section II New ...2-84 Figure 2-2-3-23 Plan and Profile (Section II New Construction Sta.30+300-Sta.30+726.341)

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Smart Energy Profile 2.0 Application Protocol Standard · Smart Energy Profile 2, 13-0200-00, April 2013 Smart Energy Profile 2

Smart Energy Profile 2.0 Application Protocol Standard · Smart Energy Profile 2, 13-0200-00, April 2013 Smart Energy Profile 2

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STA 1517+00 TO STA 1570+50 STA 1586+15 TO STA 1633+50 · proposed typical section bs 35-h lane 12' 12' lane e x i s t r o w e x s t r o w bs 35-h [50' 50' sta 1633+50 to sta 1652+50

STA 1517+00 TO STA 1570+50 STA 1586+15 TO STA 1633+50 · proposed typical section bs 35-h lane 12' 12' lane e x i s t r o w e x s t r o w bs 35-h [50' 50' sta 1633+50 to sta 1652+50

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Wisconsin Department of Transportation · lt 7 ‐ ‐ ‐ ‐ ‐‐ ‐‐ ‐ ‐ ‐ 0010 12+00 cth c sta 12+00 lt 7 ‐ ‐ ‐ ‐ ‐‐ ‐‐ ‐ ‐ ‐ total traffic 0010

Wisconsin Department of Transportation · lt 7 ‐ ‐ ‐ ‐ ‐‐ ‐‐ ‐ ‐ ‐ 0010 12+00 cth c sta 12+00 lt 7 ‐ ‐ ‐ ‐ ‐‐ ‐‐ ‐ ‐ ‐ total traffic 0010

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APPENDICES · 2019. 7. 31. · Plan and Profile from Sta. -0+67 to 29+00, No plan view, copy was hard to read, no discharge capacity Tafoya Lateral 7/1/1993 N/A Plan and Profile from

APPENDICES · 2019. 7. 31. · Plan and Profile from Sta. -0+67 to 29+00, No plan view, copy was hard to read, no discharge capacity Tafoya Lateral 7/1/1993 N/A Plan and Profile from

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Biocom Techbiocomtech.com/Brochure_HRVL.pdf · HRV Live! - (hrvscanapp.mdb) John Smith Qzoom Sprint HRV Profile Report 05:00 06:00] 08m 0600 06:00 oaoo 1000 HRV Profile 12/1 Patameter

Biocom Techbiocomtech.com/Brochure_HRVL.pdf · HRV Live! - (hrvscanapp.mdb) John Smith Qzoom Sprint HRV Profile Report 05:00 06:00] 08m 0600 06:00 oaoo 1000 HRV Profile 12/1 Patameter

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00 Company Profile

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PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL …mdot.ms.gov/bidsystem_data/20200128/PLANDATA/108099301.pdf · sta. 1135+05.640 bk = sta 1134+48.740 ah sta 1213+74.060 bk = sta

PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL …mdot.ms.gov/bidsystem_data/20200128/PLANDATA/108099301.pdf · sta. 1135+05.640 bk = sta 1134+48.740 ah sta 1213+74.060 bk = sta

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Alinemen vertikal dan cross section jalan akses sta 0+00 sta 0+225

Alinemen vertikal dan cross section jalan akses sta 0+00 sta 0+225

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