CCO No. 04 — Menifee City Council, April 17, 2024

Page 1 of 2 ends

DATE:7/17/2023
PROJECT DESCRIPTION:

PROJECT NO:CIP 13-03 PURCHASE ORDER NO: 04396
CONTRACTOR:

DESCRIPTION OF CHANGES AND/OR EXTRA WORK:

The Contractor is hereby directed to make the herein described changes from the plans and specifications and/or perform the following described work not included in the Plans and Specifications for this project.

ITEM DESCRIPTION U/M QUANTITY UNIT PRICE TOTAL 1 LS 1 0.00 $0.00
TOTAL ESTIMATED PRICE FOR THIS CHANGE ORDER: $0.00
JUSTIFICATION: (Be specific on each item. Attach supporting documents as necessary)

1. Per RFI No. 31 (Exhibit B), the Contractor requests to enlarge the flare thicknesses for ease of installation of the anchors in the post-tensioning shop drawings Increase girder flare thickness to 20" at the interior flares and 22" at the exterior flares.

RFI No. 31

This document shall become an amendment to the Contract and all provisions of the Contract will apply hereto. This Change Order constitutes a complete and final resolution of all claims of the Contract for additional time or additional compensation related to or affected by work that is the subject of this Change Order. Quantities of items other than Lump Sum are not to exceed the amounts indicated.

Holland Road Overcrossing at Interstate 215
Riverside Construction Company
CONTRACT CHANGE ORDER NO. 04

CITY OF MENIFEE

DEPARTMENT OF PUBLIC WORKS
(Exhibit A). The engineer of record takes no exception to this change, and the City will not bear any cost as the result of this change.

DocuSign Envelope ID: 8BB88E2C-08F2-4377-8353-032BF8AEB111 DocuSign Envelope ID: 5687BC69-50DC-47D9-8E39-0D64718924BB CONTRACT CHANGE ORDER NO. 04

CITY OF MENIFEE

DEPARTMENT OF PUBLIC WORKS

Page 2 of 2 ends

CONTRACT VARIANCE SUMMARY
CCO # Amount %
01 $20,537.39 0.08%
02 $49,000.00 0.19%
03 ($9,000.00) -0.03%
04 $0.00 0.00%
Totals $60,537.39 0.24%
$25,848,403.85 January 10, 2023
$69,537.39 March 28, 2024
$0.00 0
$25,917,941.24 March 28, 2023
AUTHORIZATION BY CITY:

Recommended for approval by:

Date: __________ Date: __________
Approved by:

Date: __________ Date: ___________
ACCEPTANCE BY CONTRACTOR:

We, the undersigned Contractor, have given careful consideration to the above described changes and/or extra work and hereby agree that said work is a supplement to the contract and all provisions will apply hereto.

Accepted by: _____________________________________________________ Date: ____________________________ Signature
_____________________________________________________
Please print name and title
Date Started:

Original Completion Date:

Additional Time (Working Days)
Revised Completion Date:
0 0
0 Description Date Approved
0 0
Additional Time
Increased Girder Flare Thickness
Irrigation Modifications Plan IP-5
Director of Public Works/Engineering
_________________________________________________________________________________ __________________________________________________________________________ Original Contract Amount:

City Manager
Nicolas Fidler
Amr Abuelhassan, Southstar Construction Manager Carlos E. Geronimo, City Project Manager Armando G. Villa
Previous Change Order Amounts:

Current Change Order Amount:

Revised Contract Amount:
12" C900 DR 14 Fusible Pipe
Extra Work for miscellaneous items
DocuSign Envelope ID: 8BB88E2C-08F2-4377-8353-032BF8AEB111 Ryan Camp - Projects Manager
7/27/2023
DocuSign Envelope ID: 5687BC69-50DC-47D9-8E39-0D64718924BB 7/27/2023
7/27/2023
7/27/2023
7/27/2023
#6, 2 1/4'' PITCH, 17'' O.D., 7 FULL TURNS#5, 1 7/8'' PITCH, 14 1/2'' O.D., 7 FULL TURNS#5, 2'' PITCH, 12 1/2'' O.D., 7 FULL TURNSMULTI-PLANE ANCHOR CASTINGFORGED WEDGE PLATE3-PART WEDGEDUCT & DUCT COUPLERPE TRUMPETGROUT SADDLEMETAL, US STD. GAUGE 26, ASTM A653 Gr. 60HARD POLYETHYLENEASTM A536, GR 65-45-12DUCTILE IRONNORMALIZED, BHN = 180-220STEEL FORGING, ASTM A-521-76,AISI-C12L14 HEAT TREATEDHARD POLYETHYLENEGALVANIZED, CORRUGATED SHEET MATERIALSPECIFICATIONPART DESCRIPTION27-0.6''19-0.6''12-0.6''MA-SYSTEM 00 00 835
PART NO. / ORDER NO.EMBEDDED MATERIALSSYSTEM12-0.6''
A.N.S.68 00 0536 (see DSI DWG. NO. 68 00 0536)27-0.6''SYSTEM68 27 58868 19 5073SYSTEM19-0.6''STANDARD SPIRAL - ASTM A 706, GR 60PART NO./ORD. NO.PART DESCRIPTIONO.D. = [S] INSTALLATION PROCEDURE1.PREASSEMBLE THE MULTIPLANE ANCHOR, BOLTED SPIRAL, AND PETRUMPET. LIGHTLY GREASE MOUNTING STUDS TO FACILITATE REMOVAL.2.BOLT THE MULTIPLANE ANCHOR ASSEMBLY TO THE FORMWORK AS SHOWN.THE ANCHOR MUST BE ORIENTED SUCH THAT THE GROUT HOLE IS AT THETOP. TAPE THE GROUT HOLE TO PREVENT CONCRETE LEAKAGE.3.INSTALL DUCT AS SHOWN ON SHOP DRAWINGS (TOLERANCE = ±1/4").CONNECT DUCT TO TRANSITION TRUMPET AS SHOWN ON THIS DRAWING.TAPE ALL JOINTS TO ENSURE LEAK-TIGHT CONNECTIONS.4.DUCTS MUST BE TIED AT MAXIMUM 4'-0" CENTERS TO PREVENT MOVEMENTDURING CONCRETE PLACEMENT. CONCRETE PLACEMENT MAY NOW PROCEED5.AFTER INITIAL CURE AND REMOVAL OF FORMWORK, INSTALL STRANDSLEAVING SUFFICIENT LENGTH FOR STRESSING.6.INSPECT HARDWARE FOR RUST, DIRT AND GRIT. DISCARD RUSTY WEDGES.IF NECESSARY, CLEAN WEDGE PLATE HOLES WITH WIRE BRUSH.7.INSTALL WEDGE PLATE AND WEDGES. LOOSELY SEAT WEDGES INTO HOLES. STRESSING CAN PROCEED WHEN CONCRETE STRENGTH HAS REACHED MIN. F'CI = 3500 PSI.8.AFTER STRESSING, CUT OFF STRAND TAILS APPROXIMATELY 3/4" FROMWEDGE FACE.9.INSTALL PLASTIC GROUT CAP OVER WEDGE PLATE WITH SEAL.10.THREAD NPT PIPE NIPPLE WITH ATTACHED VALVE INTO THREADED HOLE AT TOP OF ANCHOR. 11.VENT GROUT CAP USING 1/2" NPT PIPE NIPPLE AND VALVE. GROUTING MAY NOW PROCEED12.AFTER GROUT HAS CURED, REMOVE NPT PIPE NIPPLES AND VALVES.REPLACE NPT PIPE NIPPLES WITH HDPE PLUGS.NOTES:1.FOR TENDON SIZES LESS THAN SYSTEM CAPACITY, ELIMINATE THE USEOF WEDGE HOLES CONCENTRICALLY FROM THE CENTER OF THEWEDGE PLATE OUTWARDS.2.THE MULTIPLANE ANCHORAGES MAY BE USED AS STRESSING ORDEAD-END ANCHORS.3.NOT ALL SYSTEMS SHOWN ON THIS SHEET MAY BE REQUIRED FOR THISPROJECT.SAFETY WARNING:AT NO TIME DURING STRESSING OR REMOVAL OF JACKS SHALL PERSONNELSTAND IN-LINE WITH TENDONS. IF A STRAND SHOULD SLIP OR FAIL,EXTREME INJURY MAY RESULT. 68 19 24668 12 24668 12 507368 12 14268 27 24668 15 21468 19 21468 27 214 [T][S][D] HIGH POINT LOW POINT STRAND POSITIONS
INTERMEDIATE VENT DETAILS "Z"[C][A][G][H][F][B][K][M][L][J]

TYPICAL LONGITUDINAL SECTION OF DYWIDAG MA-ANCHORAGE
(27-0.6'' WEDGE PLATE SHOWN - ALL OTHERS ARE SIMILAR) TYP. FRONT VIEW OF WEDGE PLATE AND MA ANCHORAGE DIM.

STRESSING CLEARANCE - CROSS SECTION STRESSING CLEARANCE - PLAN VIEW PE TRUMPET-DUCT CONNECTION FOR 12-, 19-, AND 27-0.6'' SYSTEM 19-0.6"SYSTEM

9.449''4.134''

12.42''±0.079''27-0.6''SYSTEM5/8''4 1/2''11.07"2 15/16"9 7/16''16 5/8''4 3/8"'34 11/16"10'-0''4 1/2''25 1/4" WHEN PRESSURIZINGGROUT CAPS, DO NOTSTAND BEHIND CAPS!

6.300''2.560''

8.925''±0.079''12-0.6''SYSTEM3/4''3 1/2''8 1/8''7 1/8"14 3/4''1 11/16''3 3/8''8'-0''18 1/2"25 5/8"4''7.874"3.425"

11.00''±0.079''5/8"3 13/16"9 7/8"8 11/16"15"2 3/16"3 11/16"8'-0''22 1/16"30 3/4"4'' SPIRAL LENGTH [ H ] [ F ][ G ][ J ]TOTAL LENGTH OF TRANSITION [ K ]
[ T ]
STANDARD SPIRALFILL BLOCK-OUT WITHNON-SHRINK GROUTHEX BOLTSWEDGE PLATEPLASTIC GROUTCAP W/O-RING68 XX 7230 DUCTTAPE (TYP)DUCTCOUPLERTAPE (TYP)PE TRUMPETMULTI-PLANE ANCHOR3/4" PLUG00 00 8483-PART WEDGE68 00 0536 3/4" GROUT VALVE1/2" NPT GROUT VALVEDRILL 1/2" [13mm] HOLE IN PORT BEING USED-CAUTION- RECOMMEND USING HOLE SAW BITOR SPADE BIT (BY OTHERS), BE CAREFULTO PREVENT DAMAGE TO THREADS OR CAPREPLACE 1/2" PIPEW/ 1/2" PLUG00 00 648AFTER GROUT HAS HARDENEDAND TENDON IS INSPECTED O.D. = [ A ][ Z ]CENTER OFGRAVITY℄ DUCT
℄ TENDON
I.D. = [ B ]℄ DUCT[ Z ]CENTER OFGRAVITY
15" MIN.15" MIN.[ L ] MIN.(MAY VARY AT HINGE)
15" MIN.

O.D. MA CASTING [ D ]O.D. SPIRAL [SEE SPIRAL TABLE]
[ C ]BOLT HOLEDIAMETER
NOTE:CONTRACTOR SHALL PROVIDE A HOLE (ø[M]) IN FORMWORKFOR ACCESS TO THE INSIDE OF THE TENDON.THIS HOLE SHALL BE LOCATED AT THE CENTER OF THEANCHORAGE. (SEE PT DETAILS FOR LOCATION).

CAST WEDGE PLATEO.D. = [S]68 27 172GR. 80-55-06DUCTILE IRON ASTM A536

INSTALLATION DETAIL
3/8"-16 UNC BOLT+ WASHERSHIM AS PERPT-DETAILSMA CASTING[ M ]FORMWORK(OPTIONAL)INSERT 3/8" x 1/2"HEX BOLTSTYP. / 68 12 106268 19 142/ 68 19 106268 27 142/ 68 27 1062PLASTIC GROUT CAPNYLON 6, 20% GLASS FIBER FILLED68 27 723068 19 723068 12 7230 [ S ]

HIGH POINT LOW POINT (OPTIONAL - ONLY WHERE REQUIREDDUE TO WEATHER CONDITIONS) HIGH POINT NOTE:GROUT TUBE IS TO BE PLUGGED WITH GROUT PLUGPRIOR TO STRESSING. REMOVE PLUG BEFORE GROUTINGEXTEND GROUT TUBE BY A MINIMUM OF 2 FT ABOVE THEDECK AND ATTACH GROUT VALVE.BLOCKOUT(BY OTHERS)℄ DUCT4" MAX.2" MIN.℄ DUCTGROUT TUBEGROUT SADDLEP/N 00 00 835 GROUT VALVETOP OF DECKSEAL GROUTSADDLE ALLAROUNDTAPE2"MIN.4" MAX.

DYWIDAG Systems International, USA, Inc.CHKD.

CONTRACT NO.

REV.DATEISSUE DESCRIPTIONNAME
COUNTYCONTRACTOR:DIST.MILEPOSTROUTEBRIDGE NO.

DWG. NO.JOB NO.DATEVARIESSCALEAPPD.CHKD.DRAWN
ANY LIABILITY FOR THE DESIGN OF THIS STRUCTURE. THIS SHOPDYWIDAG SYSTEMS INTERNATIONAL, USA INC. DOES NOT ASSUMEDRAWING IS INTENDED TO PROVIDE POST TENSIONING DETAILS ONLY POST TENSIONING / REINFORCING UNIT2154 SOUTH ST, LONG BEACH, CAPHONE: 562-531-6161 FAX: 562-529-2225 © 2020 DSI, USA, INC.

THIS DRAWING, THE PERTINENT ENCLOSURES, DESCRIPTIONS, CALCULATIONSETC. AND THEIR CONTENTS ARE THE PROPERTY OF DYWIDAG SYSTEMSINTERNATIONAL, USA, INC. THEY ARE NOT ALLOWED TO BE DUPLICATED WITHOUTOUR PERMISSION. THEY ARE ALSO NOT TO BE SHOWN OR EXPLAINED FOR ANYREASON TO A THIRD PARTY OTHER THAN FOR REASONS EXPRESSLY INTENDED BYTHE ORIGINAL RECEIVER. THEY HAVE TO BE RETURNED ON REQUEST.

HOLLAND ROAD OVERCROSSINGCITY OF MENIFEESTATE OF CALIFORNIA08RIV21516.9/17.556-0883RIVERSIDE CONSTRUCTIONJ149816PT-1ITADSI12-, 19- AND 27-0.6" MA SYSTEM STRESSING ANCHORAGES12/05/22 1F980
001/18/23FOR APPROVALADIT 103/13/23FOR APPROVALADIT
22 205/18/23FOR APPROVALADIT
℄ ABUT 1327'-10"
℄ BENT 2
℄ BENT 3℄ ABUT 4

TENDON LAYOUT - PLAN
G1G2G3G4G5G6G7G8
*2012121212121212
12121212121212
℄ "HO" LINE
16'-0" TYP.GIRDER FLARE

EDGE OF DECK

EDGE OF DECK
℄ GIRDER & ℄ TENDONS
5PT-5N
1PT-3FIRSTSTRESSINGEND2PT-3SECONDSTRESSINGEND
*22*20
*22*20
*20*20*20*20
*20*22*20
*22*20
*20*20*20*20
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
*GIRDER FLARE THICKNESS OF 18" AT ABUTMENT 1 AND 4 FOR INTERIOR AND EXTERIOR GIRDERS IS NOT ENOUGH FOR ANCHORSTO FIT AND PERFORM SINCE THE DIAPHRAGM AT EACH ABUTMENT IS ONLY 3'-0" DEEP. WE RECOMMEND ENLARGING FLARETHICKNESS TO 20" FOR INTERIOR GIRDERS AND 22" FOR EXTERIOR GIRDERS. ADDITIONAL CONCRETE REQUIRED, BY OTHERS.1'-6" L1 = 98'-6"0.4L14 EQ SPCS @ 0.1L10.5L15 EQ SPCS @ 0.1L10.1L1327'-10" FACE TO FACE OF CONCRETE L2 = 128'-0"0.4L24 EQ SPCS @ 0.1L20.4L25 EQ SPCS @ 0.1L20.1L2 0.1L20.4L34 EQ SPCS @ 0.1L30.5L35 EQ SPCS @ 0.1L30.1L3 L3 = 98'-6"328'-0" BB TO EB(MEASURED ALONG HO LINE)a = 1"JOINT SEAL1'-6"a = 1"JOINT SEAL 1APWP234567891011121314151617181920212223242526272829APWP CGS = 17"
CGS = 35"
CGS = 44"CGS = 49"CGS = 42"
CGS = 12"
CGS = 42"CGS = 50"CGS = 44"
CGS = 17"
CGS = 35"
℄ ABUT 1℄ BENT 2℄ BENT 3℄ ABUT 4 IPHPIPIPIPHP LPLP LP 3PT-3FIRSTSTRESSING ENDGROUT OUTLET4PT-3SECONDSTRESSING ENDGROUT INLETTENDON LAYOUT ELEVATIONBOTTOM OFBOX GIRDERTENDON T1TENDON T2CGS64'-0"POINT OF NO MOVEMENTAP4'-0"4'-0"GROUT VENT (TYP)SEE PT-14'-0"4'-0"GROUT VENT (TYP)SEE PT-1GROUT FLOWAP NOTE: FOR OTHER DETAILS AND DIMENSIONS NOT SHOWN SEE CONTRACT DRAWING SHEET 17 OF 37.

POINT OF NOMOVEMENT
7"
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
PROFILE NOTES: 1."LOL 1" - DENOTES SUPPORT HEIGHT MEASURED FROM BOTTOM OF BOX GIRDER TO BOTTOM OF DUCT FOR TOP TENDON T1.2."LOL 2" - DENOTES SUPPORT HEIGHT MEASURED FROM BOTTOM OF BOX GIRDER TO BOTTOM OF DUCT FOR BOTTOM TENDON T2.3.TOP TENDONS ARE 12-0.6" SYSTEM WITH 12 STRANDS AND BOTTOM TENDONS ARE 27-0.6" SYSTEM WITH 27 STRANDS.4."LOL" CALCULATIONS USED Z = 0.74" FOR 12-0.6" TENDONS.5."LOL" CALCULATIONS USED Z = 0.64" FOR 27-0.6" TENDONS.DYWIDAG Systems International, USA, Inc.CHKD.

CONTRACT NO.

REV.DATEISSUE DESCRIPTIONNAME
COUNTYCONTRACTOR:DIST.POST MILEROUTEBRIDGE NO.

HOLLAND ROAD OVERCROSSINGCITY OF MENIFEESTATE OF CALIFORNIA08RIV21516.9/17.556-0883RIVERSIDE CONSTRUCTIONJ149816PT-2ITADSI POST TENSIONING LAYOUTPROFILE AND SUPPORT HIGHT12/05/22 1F980
001/18/23FOR APPROVALADIT 103/13/23FOR APPROVALADIT
33 205/18/23FOR FINAL APPROVALADIT 307/08/23FOR FINAL APPROVALADIT 3 TPTP 8"6'-012"4'-878"16'-0" FLARE (TYP)G1SHIM & BRG PLATEHORIZONTAL SLOPEN.T.S.(TYP)16"1 14" G2 TO G716"0"
TPTP 8"6'-012"4'-878" G816"
3'-0" (TYP)1'-6"℄ ABUT 1
16'-0" FLARE (TYP)
1'-0"
6"
814"
1PT-2PLAN - DETAIL AT ANCHORS LOCATION AT ABUT 1FIRST STRESSING END 1'-2"(TYP)1'-2"(TYP)1'-2"(TYP)1'-2"(TYP)
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT

4.5°
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT

4.5°R60' (TYP)
1'-2"(TYP)1'-2"(TYP)*22
*20*22*GIRDER FLARE THICKNESS OF 18" AT ABUTMENT 1 AND 4 FOR INTERIOR AND EXTERIOR GIRDERS ISNOT ENOUGH FOR ANCHORS TO FIT AND PERFORM SINCE THE DIAPHRAGM AT EACH ABUTMENT ISONLY 3'-0" DEEP. WE RECOMMEND ENLARGING FLARE THICKNESS TO 20" FOR INTERIOR GIRDERSAND 22" FOR EXTERIOR GIRDERS. ADDITIONAL CONCRETE REQUIRED, BY OTHERS.1 14" 6"
814"
16"
16"0"
16" 2PT-2PLAN - DETAIL AT ANCHORS LOCATION AT ABUT 4SECOND STRESSING END TPTP8"6'-012" 4'-878" 16'-0" FLARE (TYP)G1
G2 TO G716"0"
TPTP8"6'-012" 4'-878"G8
3'-0" (TYP)1'-6"℄ ABUT 1
16'-0" FLARE (TYP)
1'-0"
6"814"
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT

4.5°*22
*20*221 14"
1 14"
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT

4.5°
6"814"
NOTE: FOR OTHER REINFORCEMENT NOT SHOWN SEE CONTRACT DRAWINGS.3PT-2ELEVATION - DETAIL AT ANCHORS LOCATION AT ABUT 1REINFORCEMENT NOTES* REINFORCING IN THE ANCHORAGE ZONES CONFORMING TO CALTRANS STANDARD DRAWING B8-5** ADDITIONAL REINFORCEMENT CONFORMING TO CALTRANS APPROVAL OF DYWIDAG MA SYSTEMS :5-0.6 THRU 27-0.6 STRANDS FROM 09.17.91.ALL REBAR NOT IN CONTRACT TO BE PROVIDED AND INSTALLED BY OTHERSPRIOR TO STRESSING, REBAR IN THE ANCHORAGE BLOCKOUT AREA SHALL BE BENT ( BY OTHERS ) TOAVOID INTERFERENCE WITH STRESSING EQUIPMENT. - FOR REQ'D CLEARANCE SEE DSI DRAWING PT-1. 31"#536"21"12" @ 4"36"TENDON#4 X 15" (10-TOTAL)AS REQ.'D #4 @ EXTERIOR FACE OF EXT.GIRDERS ONLY SEE STD. PLAN B8-5EACH TENDON (BY CONTRACTOR)TOTAL 3NOT REQ.'DAT EXT. FACE10"21"TYPE "B" ℄ ABUT 11'-5"CGS @C.L. ABUT 1 = 2'-11"2'-634"3'-1118"5'-3"1'-312"1'-314"18"GRILLAGE#4 @ 4" BOTH WAYS(BY OTHERS) TYPE "B"(BY OTHERS)2"5"5"TENDON T112-0.6" SYSTEM
APWP8"TENDON T227-0.6" SYSTEM34"16"
SHIM & BRG. PLATEVERTICAL SLOPEN.T.S.1 12"16"
36"
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
℄ ABUT 41'-5"
APWP8"GRILLAGE#4 @ 4" BOTH WAYS(BY OTHERS)
TYPE "B"(BY OTHERS)2"5"5" TENDON T112-0.6" SYSTEMTENDON T227-0.6" SYSTEM CGS @C.L. ABUT 1 = 2'-11"2'-634"3'-1118"5'-3"1'-312"1'-314"38"12"16" SHIM & BRG. PLATEVERTICAL SLOPEN.T.S.1 14"16"
4PT-2ELEVATION - DETAIL AT ANCHORS LOCATION AT ABUT 4
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
NOTES:1.FOR OTHER REINFORCEMENT NOT SHOWN SEE CONTRACT DRAWINGS.2.GRILLAGE AND TYPE "B" REINFORCEMENT NOT SHOWN FOR CLARITY.3.DUCT TIES AT WEB FLARE NOT SHOWN. REFER TO CALTRANS DRAWING B8-5/DETAIL 5-1. 001/18/23FOR APPROVALADITDYWIDAG Systems International, USA, Inc.CHKD.

CONTRACT NO.

REV.DATEISSUE DESCRIPTIONNAME
COUNTYCONTRACTOR:DIST.POST MILEROUTEBRIDGE NO.

HOLLAND ROAD OVERCROSSINGCITY OF MENIFEESTATE OF CALIFORNIA08RIV21516.9/17.556-0883RIVERSIDE CONSTRUCTIONJ149816PT-3ITADSIABUTMENTS 1 & 4DETAILS AT ANCHOR LOCATION12/05/22 1F980
22 2
2 105/18/23FOR FINAL APPROVALADIT
2 207/08/23FOR FINAL APPROVALADIT
212" CLR.212" CLR
#5 STIRRUP#4
LOL 2AVG CGS
G2G3G4G5G6G7 G1

BOTTOM OFBOTTOM DUCT
℄ GIRDER ℄ GIRDER212" CLR.
212" CLR.

TYPICAL SECTIONFROM "LP" NODE 4 TO "LP" NODE 26.

LP = 4.11"IP = 3.44"HP = 2.77"
DETAIL 1DETAIL 22
℄ DUCT FORBOTTOM TENDON T2
℄ DUCT FOR TOPTENDON T1℄ GIRDER12"
DETAIL 1- DUCT LAYOUT(INTERIOR GIRDER)
Ø412"Ø312"
2 ℄ GIRDER
℄ DUCT FORBOTTOM TENDON T2
℄ DUCT FORTOP TENDON T1
DETAIL 2- DUCT LAYOUT(AT EXTERIOR GIRDER)2 12"Ø312"Ø412" 001/18/23FOR APPROVALADITDYWIDAG Systems International, USA, Inc.CHKD.

CONTRACT NO.

REV.DATEISSUE DESCRIPTIONNAME
COUNTYCONTRACTOR:DIST.POST MILEROUTEBRIDGE NO.

HOLLAND ROAD OVERCROSSINGCITY OF MENIFEESTATE OF CALIFORNIA08RIV21516.9/17.556-0883RIVERSIDE CONSTRUCTIONJ149816PT-4ITADSI POST TENSIONING LAYOUTPROFILE AND SUPPORT HIGHT12/05/22 1F980
103/13/23FOR APPROVALADIT 205/18/23FOR FINAL APPROVALADIT 5'-3"PROFILEGRADE"HO" LINE
1512"AP3034" CGS = 2'-11" @ C.L. ABUT.TYP. @ ALL GIRDERSTYP. @ ALL APTYP. @ ALL GIRDERS1514"1638" G2G1G3G4G5G6G7G8 AP℄ OF GIRDER℄ OF ANCHORS14"14"NO. STRANDS PER TENDON (TYP)STRESSING SEQUENCE (TYP)TYPICAL @ ALL INTERIORGIRDERS G2 THRU G7.AP 4'-3"2'-2"8'-4"10'-6"10'-6"5'-3"5'-3"10'-6"10'-6"8'-4"2'-2"4'-3" END VIEW AT ABUTMENT 1(VIEW AT ABUT 4, MIRRORED)5PT-2 APAP℄ OF ANCHORS℄ OF GIRDER 1281262714
NOTE:STRESS SEQUENCE 1 THRU 16 FROM ABUTMENT 1.STRESS SEQUENCE 1 THRU 16 FROM ABUTMENT 4. 1271211221231241252713 2712 2711 2710 279 27152716APAPAPAPAP 14"14"
14"14" APAPAPAPAP AP
1 1.ASSUMED A = 0.217 in² AND E = 28500 Ksi USED FOR ELONGATION CALCULATIONS TOBE VERIFIED ON ACTUAL PRESTRESSING STEEL USED. THESE FIGURES MAY VARYWHICH WOULD RESULT IN A VARIANCE OF THE CALCULATED ELONGATION.2.CONCRETE: f'c = 4000 Psi @ 28 DAYS; f'ci = 3500 Psi @ TIME OF STRESSING3.SEE SYSTEM DRAWING FOR GENERAL NOTES AND ANCHORAGE DETAILS.4.STRESSING SEQUENCE AS SHOWN IN DETAIL ABOVE. 100% = 25.55"= x [(1 + 0.907) x (163.33' x 12" + 42") + (3 x 0.907 - 1) x (163.33' x 12")] = 25.55" 43.95 Kips 2 x 28500 Ksi x 0.217 in²USE: 39 STRANDS PER GIRDER - ONE 12-0.6" TENDON WITH PJACK = 527.4 Kips13500 Kips REQUIRED NO. OF STRANDS: 13500Kips/(0.75)(58.6Kips) = 307.17 STRANDS.μ = 0.15 AND K = 0.0002; ANCHOR SET = 3/8"INITIAL STRESS AT = 0.907 TIMES THE JACKING STRESS.0.6 Ø 270 Ksi, LOW RELAXATION, 7-WIRE STRAND (ASTM A416)GUARANTEED MINIMUM ULTIMATE STRENGTH = 58.6 Kips.

NOTES:

AT FIRST STRESSING END FOR ALL TENDONS FROM ABUTMENT 1:ELONGATION:PJACK:GIVEN:USE:2 END PRESTRESSING CALCULATIONS 80% = (0.8)(25.55") = 20.44" USE: 20 1/2"1st 100% = 1.32" USE: 1 3/8"= = 1.32" 43.95 Kips x (1 - 0.907) x (163.33' x 12" + 42") 28500 Ksi x 0.217 in²AT SECOND STRESSING END FOR ALL TENDONS FROM ABUTMENT 4:2nd1st1st2nd PER GIRDER: 307.17/8 = 38.39 STRANDS.ONE 27-0.6" TENDON WITH PJACK = 1,186.65 Kips 1 001/18/23FOR APPROVALADITDYWIDAG Systems International, USA, Inc.CHKD.

CONTRACT NO.

REV.DATEISSUE DESCRIPTIONNAME
COUNTYCONTRACTOR:DIST.POST MILEROUTEBRIDGE NO.

HOLLAND ROAD OVERCROSSINGCITY OF MENIFEESTATE OF CALIFORNIA08RIV21516.9/17.556-0883RIVERSIDE CONSTRUCTIONJ149816PT-5ITADSI STRESSING SEQUENCE ANDELONGATION SUMMARY 12/05/22 1F980
105/18/23FOR FINAL APPROVALADIT
1 RFI #031 – Post Tension changes
We request the following information:

RFI # 031
Date: 07/12/2023
Response Requested: ASAP REQUEST FOR INFORMATION
Holland Road CIP 13-03
City of Menifee – Public Works
To: Amr Abuelhassan
City of Menifee – Public Works
39844 Haun Road
Menifee, Ca. 92584
From: Carl Short
Riverside Construction Company, Inc.

P.O. Box 1146, Riverside, Ca. 92502
Submitted by: Carl Short
Per Plan sheet 126 of 176, the Girder flares are noted as 18”. We are requesting to change flare thickness to 22” on exterior and 20” on interior. See attached highlighted plans showing the original and the proposed. Please review and approve at your earliest convenience.

If a
pproved, this will be a no cost change.

By:

Date:
℄ ABUT 1327'-10"
℄ BENT 2
℄ BENT 3℄ ABUT 4

TENDON LAYOUT - PLAN
G1G2G3G4G5G6G7G8
*2012121212121212
12121212121212
℄ "HO" LINE
16'-0" TYP.GIRDER FLARE

EDGE OF DECK

CONTRACT NO.

REV.DATEISSUE DESCRIPTIONNAME
COUNTYCONTRACTOR:DIST.POST MILEROUTEBRIDGE NO.

4.5°
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT

4.5°*22
*20*221 14"
1 14"
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT
68 27 21668 27 142
68 27 586
4 3/8" SPIRO DUCT

CONTRACT NO.

REV.DATEISSUE DESCRIPTIONNAME
COUNTYCONTRACTOR:DIST.POST MILEROUTEBRIDGE NO.

Menifee City CouncilApril 17, 2024

Menifee City Council
April 17, 2024