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a650 CALIF[]RNiA AVE
LOS ANCELES. CA 90280
C-7
"FI3" 64+30.64 L+ i 15
"F13" 64+]0.64 R+ 2 15
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"F I 3" 6A%3D.64 L+ 1 CIIRB R AMP t
"F L3" 611%30.6A Flt 2 CURB RAMP 1
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L-3 "F13" 60+50.00 TO "F13" 64nL26 SB 34 2 g
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if - FOR GRAND TOTAL OF HOT MIX ASPHALT tTYPE A), SEE SHEET ')-B.
SUMMARY OF QUANTITIES
148 Q-5
250
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L-2 "F13" 55+56.92 TO "F13" 60+50.00 SB 38 B
L-3 "F13" 60+50.00 TO "F13" 61+58.86 SB 87
Tl)TAL 4 75
L- 3
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AERIALLY DEPOSITED LEAD EARTHWORK
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TOTAL FROM SHEET SCO-1
I 1 ,089i I
2,43i,
GRAND TOTALi 3,2601B,144 I 9,6971
SUMMARY OF QUANTITIES
149 Q-6
251
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TATSuMI AND PARTNERS. Inc.
49 DISCOVERY, SUITE 120
IRVINE, CA 9'61 B
CITY OF SOUTH GATE
8650 CALIFORNtA AVE
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@ RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) P 26-35 25 1 .81 0.28 3/4 I IV 18 GSP (3(4(5(6 2.5 NOZZLE (i) RISER SPRINKLER ASSEMBLY (GEAR DR!VEN) p 43 30 A .2 OM 3/4 I iV 18 GSP (=(4(5(6 C_Z2RISER SPRINKLER ASSEMBLY p 20 0.25 0.25 1 /2 I V 18 FH (,@@@ Rll00PTERWAsT5RRulNB? SYSTEM
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(i ROOT wayepmc ASSEMBLY TO iiiccuoc CHECK VALVE pthruqe. (5 SHALL HAVE AN INTERNAL OR EXTERNAL CHECK VALVE.
C? pscssupc COMPENSAT!NG NOZZLE. (6 aoausrasct ARC.
(3 SEE PIPE SIZING CIIART snow.
(3) Tt:EaDp%%csHsAu:%E t.e0xMoPEpNaSoAiuTs}NGsh€oEwVxlCpE=;cSncSrPEiCr%,FslEuD,
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PIPE SIZE GHAHT
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3/4" 1-28
1 " 29-48
i7.l I 49-88
1 X2 I I 89-120
2" 121 +
PIPE 512!NG CHART FOR LATERAL LINE OF
NEW IRRIGATION SYSTEMS ONLY. SEE PLANS
FOR PIPE SIZING OF EXISTiNG IRRIGATION
SYSTEMS.
r--------l DASHED LINES DENOTE AREA TO BE, I IRRIGATEn WI'H ROOT WATERING SYSTEM L__3wiihi+iaspcciricvabvcscqviceapta
IRRIGATION SPRINKLER SCHEDULE
isz 188-1
254
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11 _NOTES:
Dla+ I COUNTYi ROUTEI T("F!L S(' 5ECT mg.Ti
7 I LA I 710 I 17.9/18.5 l-l 1 65
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49 DISCOVERY. SIIITE i20
IRVINE. CA 926i B
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I I I I %" - _ . _ . _ . . . - _ - . . .- a =. _ . _ __ ____ i J. J. .k l_______________________=___________, ,, i:
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SYM i NAME i OTYw.it. ADDRESSi ggoo w. FRONTACE RD.
SOUTH GATE, CA 90280 ei ICC 1,
METER SIZE/TYPEi 3" / I'OTABLE
..... -'-==._-= =-l'
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HIGH PSli 55
LOW PSli 60
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SCALE: 1" = 50 g,,a _1 iAPPROVED FOR jWjGA TJON WORK ONL Y 255
5 _ NOTE:
FOR ACCURATE Rl(.+lT OF WAY DATA. CONTACT
I COWTY i I T("?:IJ PW('5:CT iSH7.l
7 I-I 71 0 ' l 7.9 /t 8.5 11161 65
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CITY OF SOUTH GATE
8650 CALIFORNIA AVE
LOS ANGELES, CA %280
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SCALE: 1 " = 50 I n' _ 2 iAPPROVED FOR IM'?jGAT[ON WORK ONLY 256
EX+-IB T Ei
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7 LA I-I I 17.9/1B.5 117 Iii65-
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FOR ACCURATE RIGHT OF WAY DATA, CONTACT
RIGHT OF WAY ENGINE!:RIN[; AT THE DISTRICT OFFICE. WATER DISTRICTi CITY OF SOUTH GATE I ihMIJVL lHHl (.; AIlUN Th At; lLlIY
k
:ZS:ipZiCi:':=lT"T r(a,.ThSYM iDlAljE ii OTYW.M. ADDRESS! 542? FIRESTONE BLVD.
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METER SIZE/TYPEi 3" / POTABLE Hi l-I l
IIIGII PSIi 65
!
TATSuMI AND PARTNERS, Inc.
49 DISCOVERY, SUITE 120
IRVINE. Cj 926i B
CITY OF SOUTH DATE
8650 CALIFORNIA AVE
LOS ANGELES, CA %280
LOW PSli 60
ACCT NUMBER: 00026416(X)0
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1.FOR ACCURATE RiG+lT OF WAY DATA, CONTACT Exist 3" FS RIG+lT OF WAY ENGINEERING AT THE DISTRICT OFFICE. r .. //jxy::"+ =)II "ti"pY'
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O'l DISCOVERY, SutTE 120
IRVINE, CA 9261t
CITY OF SOklTH GATE
8650 CALIFORNIA AVE
LOS AlllaELES, CA 90280
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WATER DISTRICTi CITY OF SOIJTII GATE
W.M. ADDRESSi 9900 W. FRONTAGE RD.
SOUTH GATE, CA 90280
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IRRIGATION PLAN
SCALE: 1" = 50 spa _ IAPPROVED FOR Iffi?iGAnON WORK ONLY I
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258
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01s+ i i ROUTE II T%W' SO 5ECT
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BE TIIE SAME AS TIIE IRRIGATION SYSTEMS MAIN SuPPLY LINE IINLESS OTHERWtSE SHOWN.
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BACK TO ICC aC'.
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W.M. M)DRESSi 5427 FIRESTONE BLVD.
SOIITH GATE, CA 90280
METER SIZE/TYPEi 3" / POTABLE
lllG+l PS!: 65
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49 01SC[)VERY, SUITE i20
IRViNE, CA 926i B
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IRRIGATION PLAN
SCALE : 1 " = 50 I p' _ 3 APPROVED FOR N?'FUGAnON WORK ONLY 260
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I COUNTY I HOIITE i IS;!,;.T
7 I-I 710 I l 7.') /1 8.5 1-211 65
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L NUMBER OF IRRiGATION LATERAL (SIIPPLY LINES) VARIES WIT+l SLOPE.
2. ALL PIPES AND FITTINGS SHALL BE BuRIED.
LICENSEDLAN-A"'=lTECT (-
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3. INSTALL ONE SPRINKLER (ROOT WATERINC SYSTEM) PER SHRIIB AND GROIINDCOVER.
PLASTIC PIPE MAIN SIIPPLY SIDE
4. CONTRACTOR SHALL INSTALL PVC PLASTIC PIPE AS /SIZE PER PLAN PARALLEL TO TOPOGA)'HY AS SIIITABLE. iiii ]
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RCV IS AT TOP OF SLOI'E RCV IS AT BOTTOM OF SLOPE
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(ROOT WATERING SYSTEM) IRRIGATION LAYOUT
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IRRIGATION DET AIIS1, ,l l,_,I
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IRRIGATION QUANTITY
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!9 DISCOVERY. SIIITE 120
IRVINE. CA 92tl !
CITY OF SOUTH GATE
8650 CALIFORNIA AVE
LOS ANGELES, CA 90280
R" i i " IT !/4" 1, y2 i i 2"
LF LF LF LF LF EA
A
4 150 70 20 7 LF LF LF LF LF EA EA EA5 1 55 75 230 255 15 6 290 90 150 35 15
c
8 1 650 300 300 30 105 137
7 1 40 70 230 500 15 9 320 105 32
B 180 90 "10 60 g TO 1 720 390 270 50 35 133
9 180 90 95 510 g li l 580 330 180 98
SUBTOTAL A 1095 485 !n 5 7% 570 TO
12 21)€0 400 590 50 480 l 58
13 2020 3% 500 4€ 1 80 1 51
IRRIGATION CONDUIT
N 280 75 27
15 565 31 5 66
i6 1970 830 FiO 45 l 32
SHEET
No. STATION
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REMARKS
17 1 500 100 4 DO 67
SuBTO-AL C 1 360! 2920 25!5 2 30 84 5 9B 903
SuBTOTAL A l O'l5 ABS 815 7 90 570 I TO
TOTAL 1 470( 34 05 3370 1020 141 5 98 %3 i TO
PRESSURE LOSS CALCULATIONS PRESSURE LOSS CALCULATIONS 1-710 FIRESTONE Blvd PRESSURE CALCLILATIONS 1-710 FIRESTONE Blvd PRESSIIRE CALCULATONS FART1'lE5T POINT IN THE SYSTEM (Valve C-17) - 17 Cl"M Hl(;HEST POINT IN THE SYSTEM (Valve C-8) - 35 GPM
PSI PSI
IRRIGATION COMPONENTS SIZE OTY IINIT LOSS IRRIGATION COMPONENTS SIZE OTY IINIT LOSS WATER METER (o ioo cpv) =3aa li E=AhCc: I tzt !)o wBAa%K:LOvWevP:E(VoEWooR (;PM) 3" 1 I EACH I 2.5BACKFLOW PREVENTER 3" 1 EAC+l 110 IP-3 a76+50' TOO FIRESTONE Blvd
IP-3 a61+9(1 45 FIRESTONE Blvd 58 0N-11AMP
TOTAL 1 45
MAII)11_11 ttavuu_ puxintx VALV1_ b 'l 141.;H ._.4 MAhlLH HLMI)N_ k;t.)Nlltl)L VALVE 3" 1 EACH 2.4 FLOW SENSOR 3'a i EA(;H O.4 FLOW SENSOR 3a 1 FACH 0 4
IRRIGATION QUANTITY [;ATE VALVE 3- 4 EACH O.4 GATE VALVE 3" 2 EACH 0.2 (MAIN SUPPLY SIDE OF CONTROL VALVE) BALL VALVE la I EACH O,I BALL VALVE :ia 1 EACH oi I
I
SHEET
No.
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CONTROLER
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SLEEVE
' REMOTE CONTROL VALVE ia 1 EACH 6.6 REMOTE CONTROL VALVE i%a 1 EACH .i.o LATERAL (SCH.40) 3/4a 90 FEET 40 LATERAL (SCH.40) 3/4" 80 FEET 3.5 LATERAL (SCH.40) 11- 340 FEET a.(i LATERAL (SCtl.<01 2' 95 Fzes o.g MAINLINE tCLASS 315) 3a 850 FEET 04 MAINLINE ICLASS 315) ELEVonON. @POc-127', @HEAD-107a 20 FEET B,7 ELEVATION: a"QC-127'. IIEAD-125' I " "So '::ET' :).o4 TOTAL DESIGN PRESSIIRE LOSS 43 3 TOTAL DESIGN PTIESSLIRE LOSS 25 5 FITnNGS (10% OF DESIGN PRESSIIRE) 4,3 FITnNGS (10% CF DESIGN PRESSIIRE) 2.8 SPR!NKLER HEAD OPERATING PRESSIIRE 20 SPRINKLER HEM) OPERATING PRESSURE 20 TOTALPRESSIIRELOSS 67.6 TOTALPRESSuRELOSS 48.0
STARTINC PRESSURE al POC 60 STARTING PRESSURE a POC 50 )'RESSIIRE LEFT AT FARTIIEST POINT 7 6 PRESSURE LEFT AT F ARTHEST POINT 12 i I
NOTE' PRESSURE INFORMAnON WAS RECEIVED FROM CITY OF SOlflH GATE NOTE: PRESSURE INFORMA'nON WAS RECEIVED FROM CITY OF SCUTH GATE ON9/2023. ON9/2023.
IRRIGATION QUANTITIES i
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iP-3 -l 1 -l 2 2 'n5 15
TOTAL -l 2 TO i 2 2 !35 t5
iso I Q-1 '
262
I _NOTE: LEC;END
Dla+ I (ouNTY i IS'lS
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2. CONTRACTOR S+lALL PLANT SHRuBS AND GROuNCOVER " "'IH
IN TRIANGULAR SPACING TO MATCH LAYOIIT AND
SHOWN ON IRRIGATION DETAIL. (SEE ID-t ) ROADSIDE CLEARIric 0 'B;'a:B;:yE5E@ 'o
IAREAS BEYOND
CLEAR AND GRUB)
7 DECOIIOSEI) GRANITE S ':"""""o" ":""""'
PLmS APPROVAL DATE iI-S ',"-'!-'!' /./l
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PLANT LEGEND
PLANT
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(SIZE)
PLANT
No. SYMBOL BOT AN ICAL NAME COMMON NAME
' HOLE SIZE
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CIO
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MINII{LIM PLANTING DISTANCE FROM:
REMARKS
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(Nos. 5)
1 h
ACACIA REQOLENS 10W BOY' PROSTRATE ACACIA (g) (g) II .81 1 4 4 4 TO TO TO 10 TO TO cpou+iocovcs €7@ 2 @ RHuS INIEGRIFOLIA SLlaAR BUSH (g) (g) II .81 1 4 < 4 TO 15 TO TO TO 12 S+lRllB ICllT'TIN[;) 3
W
CAElPOBROTuS ED_uLIS HOTTENTOT Fll: 71 ,809 9 LB/
i ,000 SOFT
7 LB/
1 ,000 SOFT 1 .5 6 6 6 6 B cpotmocovzti (f)
(No.o 1 5)
4 0 CALLISTEMON fflRINuS LEMON BOTTLEBRUSH (g) (2 II .81 1 4 4 4 12 15 15 15 15 1? TREE (5) 5 0
alCALYPTllS CLADOCALYX SUGAR (.uM () (g) II 1 .B9 2 6 6 6 0 40 20 20 15 17 TREE (32) 6 0
elNllS a?ENSIS ALEPPO PINE @) (g) II 1 .B9 2 6 6 6 0 40 20 20 20 22 TREE (3) 7 *
3HINIA X KEANA HONG ItONG
ORCIIID TREE @ (g) II 1 .89 2 6 s 6 0 35 20 20 t5 17 TREE (5 NOTES: APPLICABLE WHERE CIRCLED
(i oumrirics SHOWN ARE "PER PLANT" uttczss
SHOWN AS SOFT OR SOYD APPLICATION RATES
@ SIIFFICIENT TO RECEIVE ROOT BALL hrio SOIL AMENDMENTS IF REOulRED
(3 2X ROOT BALL WIDTH
(i) wooo vuic+i SHALL BE FIR ytxc+i
(5 SOIL AMENDMENT SHALL BE FINE COMPOST
(6 AS SIIOWN ON PROJECT PLAN
C7 csouxocovtp siiaa BE PLANTED io FEET DISTANCE FROIII TREE rpurvxs @ cpousocovep S+lALL BE PLANTED TO FEET DISTANCE FROM DPPIA P L A N T L E G E N D isi PL-1
263
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TATSIIMI AND PARTNERS, Inc.
49 DISCOVERY, SUITE 120
IRVINE, CA 92618
CITY OF SOUTH GATE
8650 CALIFORNIA AVE
LOS ANlaELES, CA 90280
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264
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265
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_NOTE:
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-l LA II 710 I 17.9/1B.5 I1 26 165
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STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTAT)ON I SENIOR LANDSCAPE ARCHITECT CAICIATED- uhhiuNED BY GIIADALUPE RODRIGUEZ REVISED BY
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I Ct)uNYY
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TOvtL PROJECT I
7 I LA 710 17.9/1B.5 I1 29 I 165
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I . AL L ffutt A, MA Ih+i IAL AM) ll)ul HMhNI MuSI [:ONh ORM TO THE ST ATE OF cALIFO,,,ih.tiiPARTMENroprpeNS?OR,,,rioxtcALTRANsisrANoARD E-1: INDEXOFELECTRICALSYSTEMSPLANS-NOTESiLEGEND-ANDABaREVIATIONE-2, 3i MODIFYING LIGHT!NG SYSTEM PLANS AND SPECIFICATIONS DATED 2023 AND THE CALIFORNIA MAMIAL E-4, 5i MODIFYING RAMP METERING SYSTEM ON UNIFORM TRAFFIC CONTROL DEVICES. 20!A, REVISION 7. E-6, 7i MODIFYING SIGNAL AND LIG+lTlNG SYSTEM
2. VAIILTS AND PIILL BOXES MUST BE INSTALLED PER PLANS IINLESS ED-li ELECTRICAL SYSTEMS DETA1L5 tLIGHTING WIRING DIAGRAM) OTIIERWISE DIRECTED BY T14E ENGINEER. ED-2: FIBER ASSIGNljENT
3. THE LOCATION OF EXISTING ELECTRICAL FACILiTlES SIICH AS UNDERGROUND 'o-" """"a" 5Y5TEMS o"" ""' """" o""" CONDulTS, PIILL BOXES, SPLICE VAIILTS, AND CONTROLLER CAB!NETS ARE §:I5: E:jgTR:CAL SYS% gET:jLS ITA%ER!%ISTAg'T"TRAFFFC affLL%PAPPROXIMATE AND MAY BE CHAN(;ED AS DIRECTED BY THE ENGINEER. ED-6: ELECTRICAL SYSTEMS DETAILS (COMMUNICATION PULL BOX)
4. SPLICE VAITS .6ND COMMUNICAT1.9N .6UL_L .BOX_E_S glS_T: .BE_ INST ALLED EO-ii ELECTRICAL SYSTEM OuANTITIES :II"JxfJi'oJ:J"" o'E3),____
ADV
icy
DIAI
INTEC Consul+lng
ineers Inc.
)O COPLEY OR. STE 300
IOND BAR, CA 91765
CITY OF SOIITH GATE
8650 CALIFORNIA AVE
LOS AN[.ELES, CA '1021!D
UP} PAVLu bHuuLut_ll uNLl_b!t 01Hl)iWlSE NOTED ON PLANS. --- "'-'- - - -"' --"" ' ---
5. SPLICE VMILTS AND COMMIINICATION PULL BOXES MUST BE 5PACED NO MORE nlAN IOOITAPART.
6. ALL FIBER OPTIC CONDIIIT BENDS MIIST BE Aa RADIIIS M}NIMuM, AND SHALL BE FACTORY BENT. ALL OT+lER CONDUITS SIIALL HAVE A MINIlilllM BEND RADIUS OF NO LESS T+lAN 6 TIMES TIIE CONDUIT D!AMETER.
7. EOIIIP)ilENT NOT PROTECTED BY EXISTING OR PROPOSED GuARDRAIL/BARRIER MUST BE LOCATED 3(X OR MORE FROM PROPOSED EDGE OF TRAVEL WAY. ALL ELECTRICAL CONDUIT MUST NOT BE INSTALLED UNDER SAFETY DEVICES.
B. ALL NEW PULL BOXES UNLESS OT+lERWISE STATEI) SHALL BE TAIIER RESISTANT.
SEE ELECTRICAL SYSTEMS DETAILS SHEET ED-5 FOR ADDITIONAL DETAILS.
ABBREVIATION: (FOR SHEETS ED-2 AND ED-4)
it
F011: FIBER DISTRIBUTION UNIT
PDA: POWER DISTRIBIITION ASSEMBLY
RX: RECEIVER
TXi TRANSMITTER
LEGEND: [FOR ALL SHEETS)
0 'a 2
24 0g
; ,
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€ PROPOSED #6(T) COMMIINICATION PLILL BOX. NO SPLICE.
SEE ELECTRICAL DETAILS SHEET a)-6 FOR DETAILS.
rJ EXISTING SPLICE VMILT WIT+l SPLICE ENCLOSIIRE
EIECTRICAL SYSTEMS
NO SCALE
INDEX OF ELECTRICAL 8Y8TEM8 PLAN!), GENERAL NOTES, L!a!_ND, ABBREVIAT10N8 E_1 I APPROVED FOR ELECTRiCAL WORK ONLY
J
269
IllB11r El
u
NOTES:
====.=-==-=======.==,====-========.==..,==.. k
Dla+ POST -IIIL-ES- -tET )TAL-
7 LA 710 l 't.9 /18.5 1 301 1 65
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- ===-"' ,%, " :a " - "EXISTING"0/240VMETERED,...X.-o? % = n:"ffim-:i%-==X==F=N\=M;E='==o== "4
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APPROVED FOR ELECTRjCAL WORK ONLY M
270
BORDER LAST REVISEO i/272010
NOTES
z. SEE sHEET t-t 't'ao--R I;;IAT T)IE D-IS'T)i}C'T OFFI(:E- GENERAL NOTES, AND ABBREV{ATiONS.
SEE SHEET E-2
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APPROVED FO;"ELECTRjCAL WORK ONL Y% - % -
liElAT(VE 8011DE11 SCALEtS tN jNCHES IINIT 1818
MODIFYING LIGHTING SY8TEMS
SCALE: l " = 50
PROJECT MJMBER & PHASE On 40002391
271
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NOTES: CONDUCTORANDCONDLIITSCHEDuLE
1. FOR ACCURATE II;HT OF WAY DATA, CONTACT RUN MIMBER RIGHT OF WAY ENGINEERING AT TIIE DISTRICT OFFICE. AWG OR (014@11(70B NUMBER OF CONDUCTOR'- i COUNTYi ROUTE iI Tt'?tF: Pit'5ECT ISl%ET
7 I LA I =-, II 17.")/18.5 11321 65
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1LEGEND: [SHEETS E-4 AND E-5) COllrir DETECTOR t i
PLANS AppROVAl DATE Ii' laa' , 'IL
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iu IN !ON I I }lni TkN} u l_E LJ u " 7 ,, =) T Y. , c A L c 0 N N E c T , 0 N O F El mm,;. € !:t. I -=-----------
i I _"""',.,;_3d l S..=W=:5.
1 25MFO
_,
n 48 SMFO
48 SMFO
48 SMFO
FIBER op'ttc I TYPICAL FIELD ELEMENT
-'=-=-' I
//'lll%%
NOTES:(THIS SHEET ONLY) """"-""
1. INSTALL 5-FOOT RJ-45 CABLE (CAT 5E) TO THE BACK OF 2070 CONTROLLER (2070-IE CPII).
2. CONNECT OTIIER END PLUG OF CAT 5E CABLE TO IX RJ-45 SOCKET OF SWITC)I. =a s'o i INSTALL 4 SMFO SC/LC JuMPERS BETWEEN SWITC+l AND FDII. 4B SMFO FGEND:
' s'o TX-1: TRANSMIT UPSTREAM TO SWITCH
RX-1 : RECEI VE DOWNSTRE AM FROM SWI TCII
RX-2: RECEIVE 11PSTREAM FROM SWITCH
""o" ""o '-""' ELECTRICAL SYSTEMS DETAIL8
CONNECTION
COMMUNICATION SYSTEMS NOSCALE ED_4 ,(RMS CONTROLLER INTERFACE) 279
I-r El
II NOTES: (THIS SHEET ONLY)
Dla+ I ROUTE i
posT -ttlL-El-
TOTAL PROJECT
SH-EEi
.1 LA nO I 17.9/1B.5 140 t 65
+ L THE TAMPER RESISTANT PIILL BOX MIIST MATCH TIIE DIMENSIONS AND MEET THE 5PEClFICATIONS u/;'qiv'i< +-Z
Y-
21-
oQ => >m
S()
4,()
_12 W
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;
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24 a.
AND LOADING REOIIIREMENTS OF CALTRANSa TRAFFIC- P-liL'L'-BeDtiS,'Ai [iE\!NED'lN'nlE"STAN[iAffi5 SPECIFICATIONS AND STANDARD PLANS, EXCEPT FOR THE CHAX;ES SHOWN ON THIS SIIEET.
COVER MUST BE INSTALLED ON A TAIIER RESISTANT PIILL BOX WITH AN ANCHORED FRAME.
2. TIIE ANCHORED FRAME MUST BE OF j/z-INC+l-THICK MILD STEEL, HOT DIP GALVANIZED, POST FABRICATION, AND EMBOSSED WITH A NON-SKID PATTERN.
3. THE ANC+lORED FRAME MUST FOLLOW THE all!DELINES FOR MISCELLANIOuS METAL UNDER SECTION 75 0F T)IE STANDARD SPECIFICATIONS.
4. THE SOCKET BODY RECEIVING THE BOLTS MIIST HAVE AN ADDITIONAL COMPONENT BEYOND THE BODY OF THE T+lREAD WHICH WILL BE EMBEDDED IN CONCRETE AM) )IST NOT BE REMOVABLE WITIIOIIT BREAKING THE PULL BOX CONCRETE. :I:J',',':.,aJ,'i',::"J""' o"4.
ADVANTEC Conaul+ing
2rV:%iLW'DR. STE 300
DIAMOND BAR, CA gi7B5 lii'='-j'==iR'="=r\X=..
5. COVER IrlllST BE MARKED APPROPRIATELY AS S!10WN IN THE STANDARD SPECIFICATIONS.
6. STEEL PLATE COVER MUST BE FLllS+l WITII THE TO? OF T+lE PLILL BOX WHEN THE LID iS COMPLETELY SE1_URED TO T+lE PULL BOX.
7. BOLTS ItlllST BE GREASED PRIOR TO FASTENING.
8. BONDING JIIMPER FOR METAL COVER SHALL BE 3a LONG, MINIMIIM.
TAMPER RESISTANT
r""'o=o"o"
:t;;tm; DIRT(NON-PAVEDpeca))9808i%G
X2X1" BOLT
1'41h" A W' DEEP POCKET TRAFFIC PIILL BOX a ' ""' ""' "" ""' "' o"" '1/2o a<l'A' I y c'IA: I! ) SKIRT-6" DEEP
''l3 " b , N ' ia, + b, b' , I ;> > 1. N.
, N b. , V > 5PCC
NA'
.%V% & /'/%AX%:WAVL 'aye's
SaX . 9'6
' 1 2" Min ALL AROIIND '3Qf x
1" DRAIN J<
-V
GALVANIZED STEEL PLATE COVER a" DIAMETER HOLE -z
-5 :"
5 :
P C C - / kj - --
, / ,Ab(xi
4 LONG "A'
1" min diii
L S)14)'ED
ANCHOR ROD
TAMPER RESISTANT TRAFFIC
PULL BOX INSTALLATION DETAILS
FOR NON-PAVED AREAS
!
0 GAljANIZED STEEL PLATE C)VER
TYPE L W LP WP MAX WEIG+lT
s(TR) 2'-3" - za-q" ia-q" - i 's" s-'/t" %" 72LB
6(TR) za-g" - za-io" r-a" - r-g" 4-!/0" Ya" uoce
ELECTRICAL SYSTEMS DETA118
NO SCALE E D _ 5 (TAMPER-RESISTANT TRAFFIC PULL BOX) 8 280
LL
i ROUTE i i4;H5.
? LA I =-,l 17.9/18.5 1 41 1165
u/l-!"sivza
II
i 3'0"
-ISTERED"'IL"iNE" ="!4'%I I III
I j* lji
PLANS APPROVAl oaTE ll" l="'.,.,,./ 'IL
,a;=,vy=,=;==qs,'=
ADVANTEC Consul+ing
Engineers Inc.
21700 COPLEY DR. STE 300
DIAMOND BAR. CA 91765
CITY OF SOUTH GATE
B650 CALIFORNIA IE
LOS ANGELES, IJ '10280
:7 cPaRuEvi.;xSiTz=CotiNWEhTqE wB=OuXo=RoElr:Fh%R=CED WITH I I
r-----------------------T _, CROIINDING ELETRODE
I r'r' uhi n_iihui-i ii = Y__ I ]
[
NOTFS (THiS SHFET ONLY):
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1. FOR DETAILS NOT SHOWN. SEE STD PLAN ES-8.
2. CONDulTS SHOWN ARE FOR EXAMPLE ONLY. ADDITIONAL
CONDulTS MAY BE REOulRED AS SHOWN ON THE PLAN SIIEETS.
3. SEE S)'ECIAL PROVISIONS REGARI)ING HOLD-I)OWN BOLTS FOR TRAFFIC COVERS.
j,b ---------=-=
4. CONDIIIT SIIALL EXTEND INTO THE PIILL BOX A NOMINAL 2" S
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"'a9 (>A()9' ELECTRICAI 8YSTEMS DETAILS n
ii ;
NO SCALE
SECTION A-A (COMMUNla7ATION PULL BOX) ED-6 !l
281
STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATIONCONSULTANT FUNCTIONAL SuPlVISOR CALCuLATEO- uEhibivbu BY VIVIAN SY REVIStD B}
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7 5CSCTYPE 1 9 - 4-TOO AND
Found. 2" C
g gcsc
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SIGNAL HEAD
No. 5 (TR)(T)
PULL BOX
: 12SMFO
4-1 2"
SIGNAL HEAD
LIGHTING STANDARD
TYPE 15 AND Found.
>
FIBER OPTIC SPL}CE
ENCLOSURE (FOSE)
2" C
3" C
DLC
N0. 6 (TR)[T)
PULL BOX
L}GHTING STANDARD
TYPE 31 AND Found.:
N0. 5 (TR)[T)
PULL BOX
LIGHTING STANDARD
TYPE 32 AN[) Found.
LuMlNAIRE
2" CONDUIT
3" CONDIIIT
3CSC
: LED
LUMINAIRE
; TYPE E LOOP UC txis'rmc
ELECTROLIER
;
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No. 6 (TR)(T)
PULL BOX
EB
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FLASH}NG BEACONT2CSC
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VIVDS CABLE FIBER DISTRIBUTION
UNIT
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SWI TCH
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2070 CONTFIOLLER
ASSEMBLY AND
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i tsps r nn_n r a {O A(:(OMPANY PLANS DATED "-"-"
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ffi, - a" '4'BaL';"""' ""' m 7' "ao-_,a'a" o 'a B "' a 'e' J '1 " <' tooao" M"' " o"5 " ?:-O'I, " 6:_oi'. _.. ..."' ?'Q" ' -- r l rirr a n i e ha-a"-l Is- FHI I too'o" M" 1 I """"""-'-"""-""" " "' ""'-"- -- "'-- -- 8'6"-1 +- I I -W: I a- -- I ao-I ILI . I Dr Th Tl ?Fi rnrr nr riiaiiei rii iuiiv _ 4 - 4 aa-p't-t l- -] l-ia_i'i" ;l € € a 1'-4 :'I oo ' a- a o o o a'+ss oa i"'aa+ssss aa' a k ' "" "' " "' " " " l a :1 ass "a vsem'o z -'- ' -m 'l "iiiviiiiiiww"vi+uiiiiiiiic 4i h - 'l q i. ,e._o.. ml7 'o'--7,--------'"l- 'o'%"',T'7_Qj7:-""-:W."Eal-;--l-y--7_7m---1--n"-F'oL -,l;. +i =L,!_1 'l psa< ." l al-o" "l 41 7j-o"1 J" '1,._:.Ba-6" '14 m a ml l, 1 " TOO'O" Min' -' I Ei' A 4 a.'_6.. ' "' -o DETA]L26A tFDaEoFTRAvELEDwAYs nr_vaiigsa .-;""70Hi iy-_ri=ui- ffl A Th 4 ,,,,,. i+av ,,, ,,,, , - :l I : ' i ._______............. . ii iii ..._____ ____ ..__ fiii .1 , _q 6 . 4Bai il NI ''a ,,,"'""""" ._ _. . .. . "" 'i ' 4 * " "a' - - - . . . . - - ,. Two _ WAY LEFT TuRN LANEs s,l H, ., , o , a_ OII , ; n . , i. r, a i ( ;a? I u" A'L Zbo ........... _.............. ......... .......... ............................'l rir-'rii 11 ':14 ' A kTh-oa _,,,,__,,_,_,,,,,_,,,,,,,,,,,,,,,,,,,_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,:,l MAHKt_HLn_lAlL:5 ffl"EoaEoFTRAVELEOWAYffl'J'J .-. !"F'!'!"! as'o::""""""'!'!'!'!.""""""'is')-o:"""_!"""' k' iV."-zl/-"":'alil4"-zl/-";J " I <e=o" . I ' "'- -r - I-- --- -"r '- T - - - - or ilF "1 "l " ' m__ ___ _____ ____m_ _ _ _ _ _ __ _ __ __ j l,j
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5 illrl TV(5r rl
RJGHT EDC;E LINES 'o'---o'-" W-'--"-W-" -o';mmm'- ----- --o's;mm'o --W-----N 1 'j AINu I T r(_ u
t
....._......_........_......_.....-aaa=.a-a=a"".'=..===..-= 'a" a ........... ' ll ________.___..._ _.__ a OETAlL27AaE'E"o gaaaaaaa-a"'aaaaaata7"aa--aaaaamaaaaaaaaaaaaaaa'a'a'aaaaa'a'a'aaa"a-a""aa'aa-"'-aa"(aa"aa'aaaaa"aaaa'ialaaaa'=l ffl ' - ' - ' - - - - ' - - - -
DETA'L27B I 96'(" I e'ratrhrPAlittiiiyia
l" ..--.-"-:."-'.".-'.'-"'.'.'..Y.':::.-.-..
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l'% & II e a a e Ifl aP affl & II l/ e 1% e & kl Pl 1 8 A ! ! I fk I I kl e 6 3 ED,E , mAvELE, wAY I oETA,L ,3 0ELETED P A V € M C N I NI A 71 A G fl O A N u Ill A r r I u L Ill C; 0 TYPICAL DETAIL8
NO SCALE
LEFT Ei)(iE LI+IES IlOTEi RSI' A2aB OATEI) lANklARY 22, 2024 SUPERSEDES STAIIOARD PLAN 42(18 On fraswaya uiig +rOfnc 6+rtoe d0+all6 Wt+h TYoa RY markers. tiavco MAY 1, 2023 - PAt;t 13 0F NE STA+toattD PLA)ts abox DATE 2023. ,,, l REV18ED 8TANDARD PLAN R6iP A20B
283
Oapor+tnon+ of T
Rliih% %xorvoel
(Yix2!/i '2 {Yx2/
C
POST
( %" X 2'/2"
i =',",r,",',=' r'i i =L:,,a,Lo,'o,=" m i r,',",,a,Lo=o,,',=;'.-= oie+ COUNTY i I taffit'!!!r iiql. iAl%
1 t& I 71 0 i 17.9/18.s :i44i: 165
RAIL Sj'LICE) l aia "aa- s*s=siai tf_l . a= =aa** l_##l##ltl h. RAIL . " "" """>i . . SPLICEi,. .
I " I V-' I
J.,..22,2o24 t?:&
i' S'j "L
H(T,'i.,
i, NAIL I_LlMEN'+S SPLICED AT 12'-6" INTERVALS .i
RAIL ELEMENT LENC,TH . i3'6'/," TO ACCOMPANY PLANS DATFn XX-XX-XX " ! NO'TtSi
Q 1. Far d6+all8 or steel pos+ Ins+ami+lona, see Revised S+iindord Plan€ F'OST POST RSPA77L2.
I 6'3" _i_ 6'3" I To'o"A'L j € ava'al*+avll*av!s+**alaa*all*al* -+-= ---i+ - --4 =-iiupe ,r 'll' ._4_, , , .. -s; ;, ;,; ;;; ;; ; ; ; ;; ;;% 6T 0 ;M :,,; ; kl;,; y'? au I u i;u I liil I u( I in u .51 i Is
+ :l I , I iI lil : I :i .!' - ' 3. For de'ralls or woes tm+s eins vios blocks 118ed to cona+rue+ MGS, see Revlset) S%ndard Plan RSP A77N1
4. Ptsr oddi+ltxtiil Ina+al la+lan de'lalla, see S%ndiird Plan A'L1L13.
5. MCS PCIS+ spoclng +ii be 6'-3" cen+sr +o center,
except as o+hgrwlsg nii+ad.
6. For M(;S +y(iical layou+s, see the A77P, A77(1 and A77R aerlaa of Stardard Plana.
+ 41
* -It}l :" :: I
GROuNO LiNE OR
SllalLtlER SURrACING
LINDFII RAIL EIJMEIIT
';:
;';
)&( iJ& iAb. ink
l If rolling la connected +o +ermlniil sya+sm end +rw'tnian'r, +,_ _f:F use 3T' halgh+ terminal aya+em end +reiman+.
II II
_i E I E %l 717 {0% l___ J &. For MaS end (int-hor de+6 i 18, Bee ReVi!led St andard P I oTlll RSP A77Sf iind RSP A?7T2.
MIDWEST GuARDRAIL SYSTEM WITH WOOD POST AN[) BLOCKS q_ ,,, ,,,,,,, ,, ,, ,,,,,,,,, ,, ,,,=,, ,,-,,,,,, ,,,,,,,, = tTaypa?'F!-, age ';vlae;'sWnPffir; 6f';-;s;';ga;;.' -" " -"-" '-' t(1. For de+iilla iif MaS connec+loii +ii bridge riilllng, e" " a" " "2" 'ao" a'Oc' see Revised S+iindard Pliins PSP A79tl iind )ISP A79B2. a,. i',::='A.:i=:.m!i "\ r"""s /.TO.ER,..E-,h ::E:f::f,y'::':'?"r::ffi4:y:'::":':'Ei:i:,::'::, 2"
--'-4':-'::' <'/4"" 'J.i. I .i.
i #%(I"##"#I0 '- -a'a- a-a' l S I SEE NOTE l5 a
$ TO? OF saii) 4 / / /
i o ' j ( ( ' ll .iiu# j
alT
STEEL
WASHER
a(7
l
I
I ,
7J
14. Slolfed holes for splice bolts to overlap ends of rail element.
S is. "olxi"+et+nt+olniia:f"u+!uaretnod'Tupaa+"ineo"ri++s po,r+rioo.lnllon; l'e"'legh""'+ a'i Ta for kg RevTsed S+ondiird Plan RSP A77Nt.
16. 6" > 12" x la-2" bloak inus+ be used with 6" Type A dike.
17. Install pos'+s in aoll.
. - €
-,I SYMljETR{CAL ABOklT C;)-i
,::-.:=:=,..,>
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*-
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%8" X 2j/1" SLOT,
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a ,, ,, :i '
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(.ROklM) L114E 0R
S+lCluLDl:R SuRFAC[K
- I .
-b j"- -h
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%" n eunorr HEAD BOLT TO "'oER "A"'No l
[ RAIL SPLICE 4110 SLOT FOR
CO+mECT RAIL TO POST ANO BLOCK jAk
e" x s" x ea-o"
RAIL ELEMENT SPLICE DETAIL '?rN:TE'3 -
al connec+ +l'ua iivsrliipped arid af +hs roll slaman+a vi+h -"Y" =-=.--------"---"==----==-------=- r'T I
%" I X T !/l" bu++iin head ovCll shoulder apl Ice bol+a --- "-'- ' " 'a'-', STATE OF caupopxu
' ocptitnzii'rOF vpmspotiunorr .1T2 Ga tlOlJINAL
'-z MIDWEIT GLIARDRAIL 8Y1TEM
:at+mhr"d,"d,_11r:cl:s:ee,d,hAex+en+u:la.ofRec8a,as,o'r.6handx ,nuu:8poln+s ua= Iare to bs used a+ eoch rail spltcs connection. bi The ends eif +he roll eleniems ars +o be averliipped In SECTION A-A + dlrec+liin iiff +riifflc lass oe+aiia)- TYPICAL WOOD LINE til tthere and Wp 18 +ii ba a't'l€ahed +O the end Of 0 rtil I P 0 5 7 J j,! s T A L L A T]0 j,j R A I L E L E M E N T O;4t;, %91, ,uHa' "t':'i!p'm "!:l"af'% a'A"%To" ; t,fj_i,elamgnl a +o+iil of A iif the above daacribed solice """"d"""'rafa"US"' SaeNota4 1REV18ED STANDARD PLAN R8P A77L1 284
2024 Csliforma Oapar'ltneM of Trons(xir-ration
All Qleh+ii Rsii*zM
Ola+ IJIIITY i
#osr kllJJ ssSa!f Itmi
? Lll I 710 17.9/18.5 i 45 l 65
2'A-bd
13a-61/7"
"::::o:="':,:'a'=' EY.'k
2 I
T'l)
sa-tX," sa-x" j-il6"
4 i/. I I
TID
.1.
M4/ II .i. I
SYMMETRICAL
1. ABOIIT C
I i
.1
I .1
I
li
TO ACCOMPANY PLANS DATED XX-XX-"X
NOTE :
t. Sio++ed hiilea for glillca bol+a +ii
overlap ends iif riill elemen+.
"<
+ ' + % ' +
+ ' + I I I 4 I 4
l' l+h -l+-l- I -i-l+
+ i + Zi 'i + -i" +*+ 4+'l I
R" x 2!/2" SLOT, -J/ " ' I '
T:II)
TYPICAL RAIL ELEMENT
.,.,.,.,., "::"'-,, , r
ONEORBOTHSll]ES !!." IL" I y /l t! I I I (5 /
/l % I I T a-o" I i a-o" TAPER I ' -. -.. .. /
.m" '
-.,: _PLAN _PLAN
! = 4 'II "" I-;-"ll.J 1. .1. l'A" x !'t!.." '
12 aa
NOljlNAL THICK+IESS -
%" # RECESS NtlT %" (21 BUTTON HEAD BOLT (1 _dre' ( I I ' 7 oo 1 .+v_" - .iz_= '- I -
SAME S)IAPE AS RAIL
, -') "o""o"si-
NOMIMALCAuC,ETH[CKNESS "'
BUTTON HEAD BOLT ..12 (ia la (1108
L THREAD LENG7H lOCala(l.!38"
"""" u" THREAD ""a"' END CAP (TYPE A) END CAP (TYPE B) 2" nlLL THREAD L[N(;TH
10" 4" Min TllREll[) LENaTll
xs" 4" Min THREA[) LENGTH
20" 4" Min THREAD LENGTH
22" 4" Min THREll[) LENGTII
STATE OF CALIFORNIA
%" 4" Illn THFIEAO LENOTII DEPARTiilENT OF TRANSPOITTATION "' ""MinTH""LENaTH MIDWE8TGuARDRAIL8Y8TEM
** zrx" 2" vtn THREAD LEIIGTH STAN DARD HARDWARE
+si i!!" 4" liin TllREA € LENGTH
NO SCALE
" 'o' """"d ""' ""?llCa"'na D%%),i5[)AT: gA:::Y?22,2(,q%%%E:,,':jN%A:I;,pl:%hj, ,,, 1F1EV18ED 8TANDARD PLAN R8P A77M1
285
2024 California Depar+meM of Tronsor-+a+ion
All Pleh+g Riiiisrvgd
( !_
Olat Pmr UlLfS
iSlg.ii
ioYiii
? LA 710 T7.9/18.5 ' I 461l 65
.:%J fi,&A,- ,_,,,,_
,_jIl,, # ff #
r I
,i d SEE 110TE 1 I _ _ _ _
I ffl I " -1 J . A a 4 J,5EE IJOTE s
,.,,,,,,, $;;,'%
l V ea-"',.,._,,) 'L
M ffi(7 M I 7 ;,,
' ( ' to accovpatirt PLANS oupn XX-XX-XX
NOTESi
.i 1. All holes In wood tioe+a and blocka shall be n" Dia *Xi".
2. Dlmsrnilana ahoy for wood Ixis+ are nomlnal.
3. This post and block i:omb!no+ion used for s+ondord line piis+ sec+iiina of MGS.
Ud ME
4. T+118 porr ono s" x e" block combination used for line pos+ sea+lons of MGS on narrov rotxlvays.
5. To be usad J+h 6" x 8" x 6'0" wood post
If Ing+al led wl+h E" helgM dlke.
6. To be used with a" )l a" x T-0" weiod peis+
SIDE FRONT SIDE FRONT If'ln8+OlledWT+h6"helgMdlke.
6" x 8" WOOD POST B" x 8" WOOD POST
See Note 3 Sea No+e A
(_ ( [ €
i i ,i I
B" 8" 4" 4" 12" 3' 3" ,12" 4" 4'
t ffl i it-1 7 i _!:In
T
I
i
l - =r"'o" =[H ='+<""'o" =777_ =J. SEE NOTE i _i
L
_=-VSEErOTE
EJDE FRONT _S[DE FRONT _SIDE _FRONT S[DE FRON-
6" x 8" WOOD BLOCK 8" x 8" WOOD BLOCK 6" x 12" WOOD BLOCK 8" x 12" WOOD BLOCK See Nii+t 3 See Tla+e A Sea No+e 5 See No+a 6
STATE Or CALIFORIIIA
OEPARTMENT OF TRANSPORTATION
MIDWE8T aUARDRAIL 8Y8TEM
WOOD PO8T AND
WOOD BLOCK DETAILS
NO SCALE
IISP A?7111 DATED JAIIIIARY 22, 2024 SUI'ERSEDES STAIJ)ARD PLAII A'lllll DATEil MAY 1. 21)23 - PAE '17 0F THE STA}J)ARD PLANS MK DATED 2023. ,,, lREVl8ED 8TANDARD PLAN R8P A77N1
286
2024 Colifornua [)apar+meM of Tronsmrtation
All Rliih+ii 11@iiazm
oiai I Ra)T! I taP'4Wr I
sqp; m'A
? Lll : 710 I 17.9/18.5 I147 I 65
-=Af ,-=
<=:':',.. ":::::":,:':""" E'.!
WJIE 40 M 7D
TO ACC0MPANY PLANS DATED XX-XX-XX
0 = O'2a
i)=2'Aa I 9
D , @1__40(_ I 1. Oa+alle shown on +hls sheet apply to W-betini guardrall and +hrie betim.
2. Dike mua+ be pletced in the standard posi+im unless otherwise shown. _ c,o,_N 7'-y"). _ _ __ For curb and dike details, see S+andard F'lans A87A and Ae7B.
3. See S+nndartl Plona f(F dike +5rps and plocemen+ Wl+Hin 0nd near terminal a)a+ania. ssPERELiv41l':" 4. Sma Raviaeid S+iimord Pliin RSP A77S1 for dike plocamen+ neor SFT-M and iinchor.
BREAK 'a"' 5. The maximum height of 'the dike or curb shall be 6" for MGS with 12" blocks.
6. When shown on plans, fron+ +iie of dlke miiy extend up to 7" In front of (l - DISTANCE, (iB TO FACE OF RAIL roll 'Face when uaeo vvl*ff 12" bloi:ka.
H : HEI(iHT AT FACE OF RAIL FROM
ixi3l40HB L I y BASE 5 0N [) 'i. O(l n()+ T n8+a I I m(lr k0r On +htl +laal I I LIQ end Of () guar dr (il I run 11 - :I1" :N" FOR MGS B. use 5'4" - 20 self4applng screws In O.22" @ holes or u" bolts In %)" !a holes H=34"tl"F()ItTT'lFllEBEA(NOTS+l51V)l) far!!t(%!lp0ffi+i(irlJllelSdgalVn()'ll6f0rWO0dp(l!!+- MEASURE HEIGHT DETAIL AT GRADE BREAK (GB) "- Ml" guardrall -nd +-+-+ }- I=l-d i- fl-d -+- ffa-+ c-'flg=='+lon,eilva'ia uae ii+ leiia+ iino diillnx*tr ii+ liiiiii*leiii nhtiy. Ssii ni'oloe+ iiliiiig #er ;'Hhtt; pT;;a;ten; -of guardroI :'ml rt'eii+ion.-- " -" -"--' " '- " -' -- " ' -" - ' -' Ta. When Installing MaS with dike In arsoa requlring snow remiival iir frequently plowad areas, use 12" bliicka.
3" a 11. Do not plms ntoun+able dike unmr guordrail. -c r -
.;=':="'% .:,:=o:=a=""M -=-""""'3" x T 'i)"
REFLECTOR
BE(iltl GuAR[)RAIL
- ACE DELINEATIO+lHERE,
-o""' """ - =. =""-=-:':"'Th, """"""="""""
TTTOYYEPPEEoApFODRIK. TToYEpEoFFDlKE ,rGRou,lDLlllE 77 FTh /A% )al& jAS -
GuARDRAIL DIKE POSITIONING GUARDRAIL DELINEATION MARKER PLACEMENT GuAR[)RAIL DELINEATION S+iinderd (+osi+ion for nev or existing
dlke or curb, see Iltiles 2 through 6
STATE OF CALIFORNIA
DEPARTMEIIT OF TRANSPORTAT}ON
MIDWE8T GuAflDRAIL 8Y8TEM
TYPICAL RAILIN €I DELINEATION
AND DIKE PO81T10NING DETAIL8
NO SCALE
RSP A?7N4 0ATED JAllklARY 22, 2024 SIPERSEDES STA}J)ARD PLA+I A11114 DATED MAY i, 2023 - PAGE 80 0F THE STA+lOARD PLA+6 BOOlk DATEO 202!. ,,, 1REV18ED STANDARD PLAN R8P A77N4
287
2024 COI (lepor+men+ of T
R1iih% %aervad
Ola+
laNTl i
pasY iilds
i;7:i 14\E'f
? 11 I 710 17.9/18.5 li4a 1-65
; ,,,
FRelllT FACE OF
Jonuar'y22i2024 fq'%
PLAlffl APPII0V& i)ATE IIWX-') 'IL
y . ',"
k ' So a-o" M" lo"' "" ' " """ Th 'r h t pphtia t niv ai t ue n t re n )l % - )!)l - )! V WALLOR
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: 77E,:i:T7J 25a-0" TRANSITION RAILINO I .....,.1"
-,)
CALTRIIIIS APPROVED IN-LIIIE TERMINAL SYSTEM E+lD TFIEATMENTI :::1,= '- ADD[TIONAL 11MA [)Iltl- TYPE C,
iTYPE AaT), SEE IIOTF 4 "" ]
HklA DIKE, k
SEE NOTES 5 AND 6
HMA DIIIE TYPE (.,ETWJ
SEE NOTE 8 'l SEE NOTE & 2!1-0" Min, SEE NOTE 8
TYPE 12A LAYOUT , ,,,, iitieii
(M(!3 !na+alla+ion a+ a+ruc+urs approach wl+h ' a"' "" In-line end +raii+man+ ii+ +riiffic approach and of riiillng), sae No+a 9. yT50'0"MinLONi , ,10'-O"Min io'-o"iiiin,rF,%,,%%,,,,,,%,,%%,RoNTFAcE'ENDPosT
WALL OR
BR[D(iE RAIL-., (
4 ' SEE NOTE 5 H INGE MINT, j_l l I r"':::.:';=I=':=:"""' ""a"o"'a >l _ --'m'la'I:'
i! HINI;EPOINT .
i _Fn_L____l5k -T ' "' -"
aO
_4i .L _
: 77E,;::T%]- 2!j-(1" 'nRAPISITIOll RAILIN(i
- - I I
SEE NOTE 7 1,
<
CALTRATIS APF'RaVED FLARED TER%INAL SYSTEM END mEATMENT, SEE NOTE 6 _ LES
AD[)ITIIIAL HMA OtKE TYPE C,
a iTYPE AGT), SE1_ IIOTE 4 " 'l a
11MA DIKE, k HIJA DIKE TYPE C,ETNJ
SEE NOTE 8 " l SEE IIOTE B 25'0" Min, SEE tlOTE B
TYPE 1 2B LAYOUT
IM(iS ina+ollo+ion ii+ structure opprooch with
Flared end +reo+mgnt ii+ traffic approai:h end of riilllng)i see Note 9.
NOTESi
i. Line 40a+, blocka and hardware to be useo ore eriotin On ReVised s+anmrd 6. where placemen+ Of dlka ia required wl+h quard rolling Ins+alla+lonai Pl6nR RSP A77Li, RSP A7ThL2, RSP A77M5 RSP A77rll and RSP A77N2. Aae ReVIBed stOndord Plan RSP 477114 for dike poamanlng DETAILS.
2. M(:S IxiA+ 8paCtti9 +O be 6a-3" Csn+Br +O cen+eri axcap+ oa otherwlge noted. 90 T}p! 12A 5r Tape t2B Layou+a 6ra +}piii51lY used at the tipprtiacti endOf a s+rucffire, to +he right ar left an +m-ltine oonven+tanal hTghWsy
3. E:t+ehep;1,60:snlti+oe,d61llltxrieBlpoxa6+s_oalreWo6W+" lonh bjosc+kese: ws X 9 or W6 X 8.5 VMre the roadbed Vld+2 across the mruc+ure 16 40 feet or lesa.TO. See %vlaed S+aridiird F'lan RSP ATTO:! laor +ypliial layou+ ugsd laf+ tf
4. For TransIffon Railing tr>pe oaii de+a{la for T:ip09 T2A and 12 € Laj6utsi apprwcriirig +raffic a+ ++ie Gnd9 of soch s+ruc+ure on mumiiins see Rsviaed S+iindard Pltina PEP 479 Series. freeways or expreaamys wLfh aeparo'te adJaiierrl iir ptirallel bridges. sTATE , cat_ipotir*ta !i. A mlnitnum 04 16(la-0" of MtiS Is needed +O tleV9102 Length iif tieed (LO+4). 11. For additional de+aila 6f +YptCal connea+ionti % bridge rail, DEPART"ENT o' ""'o'n"o" 8'aVlMS"n"a'P'n8"SPA798e" M1DWE8T GUARDRAIL 8Y8TEM
aa T' "pa o" %"'i'a' "y""a" a'd "'a""'t +o "a use" "' "' "'o"' l 2- F(lr Oddt+ll)nal da+()lla of a +yplcai c()nnecf I(ITI +(l Walla ()r abu+men+ai T Y P IC A L L A Y O U T 8a' +' "ol"' "a" see RsvTsed S+amard )'lane RSP A?9En and RSP A79!12.
7.1)ependsn+ On st+e condl+lons (embankmen+ helqh+i side alapes Or FOR STRUCTURE APPROACH ti+tiar fiXed oblec+ala it inQ be adVisa51a to etxtg+ruc+ addt+lanal pgouiiar:arpiicllilnng(!m"'+wa'e"n+'+ha'a:"'r'o'nsl+7o'n+':o"'Ilainog'a'n'd':nd":rheo:mag:it. NOSCALER9 47701 DATED JAllullllY 22, 2024 SIPERSEDES STAIJ)AIID PLA+I A7701 OATED IIAY I, 2023 - PAGE 102 0F TIIE STMDARD PLAIIS BOiX DATED a)21 ,,. lREVl8ED STANDARD PLAN R8P A77Q1
m
288
2024 Cal i0 0epar+men+ 6f Transpar+a+lon
AI I Rlo+t+s Ilsaervsd
LIIIE POST
Olat RalTt i Ta')'HAWT I
sig::l fiiYx
7111 I I?ajlllll I ,,,
s rp N a T r ,, ca B LE co,l,IE c Tl,, / --a. _ . -_J kJ a( I 74 X 45 m.tuu +"ur l:) 7 , _ __ _ . __ l:> I ae_L I-IJ!I I iinunnvl l a'- I -.ill).;li
7??.1 , _z _
0, _,i;'-"""L"$_ "'o"2""_,_, U'd i+ ,, f, :::='="'=',:"="=' E%.
Wa
F F I
I!IIY I42
/ II I Oj!J- i;N/J Aj
I/ <);z )
i NOTES: TO accoMPANy PLANS DATEO XX-XX-XX
CABLE-'
"' " """o' PLAN x. See the Shindord Plana A7?P, a'rio and A7?R series for typical use of Eno Anchor Assembl> iType SFT-M). e+io uiciim ASSEMBLY (TYPE spy-iii PAY LIIIIIT MG5 PAY LIMIT 2. ror de+alls of the anch:ir 21a+e and %" cabie, aee S+andard Plan A7?!13.
T-W?" 6a-3"
--- --- -=l '-"
3. A 6'6" length steel foundation +uba, TS a" x 6" )I %", -'2
wT+hou+ o soil plots, miiy be furmshed and ins+ollgd i TOP OF RAIL -) . _/"1,1 solL ruMooo po' 41,, solL Tu,E t'oo "o' =u,ir':s=ha:ll'ab=. 5 ::Ninoltiy:lm s':m+i're:x;h";T'as_bon"":antine'nou:"e"":'sh=3hi aee S+andard Plan A7?!13.
i'-o" ia-a" gy?" '
3. A 6'6" length steel foundation +uba, TS a" x 6" )I %", wT+hou+ o soil plots, miiy be furmshed and ins+ollgd __;yo;z,E s'3L'#7,"';F:i,9'4isnitn;';';%:;"m:;i..a:+S,?_=i:n;rr ?WOOD POST
/ IN SOIL TUBE r-
l'
l*
l,,-+
II
>:.i..:
lil
Tha'aT* -'i-'m" l Ji 'i
ou i uo l
1111
7i
be Ins+al led In +he hole In +l"* 6'0" len)+h +ube +o keep +he wotxj post 'Fr dropping Into +r'a tube.
4. :laH;,lEnP. ":f'rh%". : ti'+oo:a?::';:'iili ='=aOa \1- 6Xpes elsmsri+i Rail eiemeri+ may be cut l" (xi8+ +M end of the poa+. Clean, +rea+ and remove aherp edges.
5. Increaaed clear dls+ance behind +he riill la required foni 50a prior 'lO the liis+ poa+ of +he End Anchor Asaemtily IType SFT-Ml. Beginning of SCI upstream of the laa+ post of the End Ant.hor Aauemkily, the required cleiir dla*iin> increases to 5a O+ post No. S. Froin poa+ Nii. 5 +ii +he 10at pOs'l o't 'the End Ancl'xor assembly, the required clear dls'lance Increiiaes at o rote of 1.5a for each post. li. Olka wl+h a maxlmuui helgh+ of 4" may ba placed urider or tn friin+ iif +he End Anemr Aasemkily (Type SFT-Ml.
If the anchor poe+s ore In canfllc't vl'th the 4" high dike, the las+ 25a tif riill miiy be +iiperad back 0 maxlnium of l a-l)" +0 iil Itnt +)'m diku +n mbin+ii;ii rsl iiiiimgii+_ _.-' "" , > - - y - '=y-' "'
..- , /, / L 'l_ _s s_ _s 3 i '
z r i on i on l
i
4"
g s" x a" x %"-a TT 'J' ._c
i; i%%=:'::':=a-" I
I
,_l____l_ r:A::3M,IEDNTLI;%- ..>..l '.:..:', J___LL_"'l Fli-P il I"a """"'-- d i'7-%-------- " :j:l....,.. , , ,,,.,,,.,,,,.;J;,.,7-----" , CABLE CONNECTION I I-_. _. _'__L
B E A R[ N G E N D P L A T E <a ' a%" 91 llex 1{EAD SALTS AND NuTSa a T __ _ . _ .y,' 7. Secure End Pltife vl'lh +vo 160 nolls to molri+ain ollgnmen+. -iiSOILPLATE SOILPLATE
aiSTEEL FlJuNOATIOII TUBE, SEE NOTE 3 _
r
'::!',EA€-p,'A:":i""" ; L I
8. 2" s S+ondard (;alvamzad pyyh or 2%" s Galviinizad Fipe. 7 9. Sse S+ondord Plan A7?1N %r pliiclrig SFT-M ivhsn +here Is o fixed object wl+hin SO'-Cl" iif the end anchor ond the dis+once behind the pos+ is less than T-O". 4nRSff:epE: ',_V2oo "OsT < END ANCHOR ASSEMBLY
"="""""' "'-SQ _l___Zt "JA (TYPE SFT-M) 5pp_i7;qqac CL_!AR___ '_;:'__ ;2 'l /'T'7 ;':J;5H=;"-,TEc'o :
'SEENOTE?(
: g, H
1 <:'
;
(4
,./... ,sl/i' ,-,= "-""""o""r ---"'iJ":', ! ! .', ':l' T r i'-='
t ,.....=,,,= 'J'F";'7""" =.="
e" x '3" l 0 0a CHANNEL-% oiol - - :,W_ , --. ."
97 - "s'o" -n€'osr' No. 5 " <_;"I I _ I I I _ ( A .4 __i_ a' 4n a-71" I i ___aT -"' TL' =,l . I tl> I I .,..-..-.- -- ".,- -,-l - ' ._AYou. ,i'l:_
t_J
i !'=""- P6"""" , " -':T " . ___________,.A===.e,iq,.,,,._____ l" ff -:nTT::0HffS ti.nelclN,soA4clnpNuYlrlac. :1 : . , 1a -l i MIDWE8T GuAHDHAIL SYSTEM + - wry;'Fv';=-;'7";;;'+;iao "" :r i i4+ - - - - - - - - - - - - - - - -l-! END ANCHOR assewaiy L_-,=- ;j:;i',H4;ix";;,:,,,\ wooo ,,, , ",_2..X,/,..sLOT, (TYPE sFT-M,=1_:y, TOACCONlilODATEHaxBCiLT)J%50Jl7ll8[ S]DE ryp DETA's W NOSCALEr'-i- t 4,_6,, sTEEL F ,,,,DATION 5 J81jJ HSP A-t7SI I)AIEO JMIIIARY 22, 2024 S1P1_)15hUh:i 51AtlllAHl) laLAN Anal 'iF (':TT()N A - A Tl iar rc ii" - c" - sr_ OATED 11AY 1. 202] - PAGE l 15 0F THE STANDARD PLANS BOOK DATED 2023. -ma 1REV18ED 8TANDARD PLAN R8P A7781
289
2024 Californna Depar+msn+ 6f Transxrfa+ion
All llliilt+s Rsiisrvm
QF,n,Tb,, ,, , HEI(iHTTRANSlnl)N M(iS ola+lCOIINTY lalTlt i T6tXL'PUffiT Ii!,EEJlaYx I I I
Co+iCRETF_ -- -_-' ,_"-- - '!_ j_. _ 3'l V>" 3'l Vl" . 3' IW' T '6%" ] '6%',' i'J2',jT'6'X','j Ha- T Va,"". 3't/z" 3a-T '/1" .1, 3'T '/1" 6'-3" . -as,,io,(iE==RAILi ___,6% % __. __- __.
?i lA ?tO i 17.9/18.5 i 150 l 65
2!-A=-A" ,s_
:::=:=IP'..Mi.,i_.=t__,,,,,,, ' i ':\ '!'! '! '!' W "j':r,o:;=,.,-7":::o::"l:':'-' r).'b '-:::t..=;=:4. :,.... 'l... I :: ' : '=-=-:'-=-=-"-==-=-.===-== -....=-=,.==..=.,.=.,=,.,.,=.=.,=.,=,....,,,.,.=- . TO ACCOMPANY PLANS [)ATEO X)l-XX-XX
,,.,,,,!,,.;.,J:,o,7i"""T:"""'T',,4,,,Q,,,;,.,i- i,,,,i-',,,,,i,,, '-'['l':.,....,..::':",'::"=::':'.::=':_1::.:::=:::,,.. % 0 I -> # # # + I # ####0 ,, ,, , ," "-" "-" - "-" - WI T+I 6" X !l" X l 9" BLOCK .l[(,E ND i MI TH g" X 8" X 1 4" BLOC K - 521 T1_ 0 b' til + h alas a +- gpl'lc as Mi+h ne8+ ad "e iem en'l8' m-aY' -b-8 ' p
RANSlTIoN RAILING (TYPE AGT) Oritsvtoizcaucimqicetauiurs 1ncreasadfrom+hea+ondard%"xl/H"alo+slze+ol/B"1.r -..- . - - ...__ _.. __- --... -. -..-.._ 4 _ The +iin ii lovi'+ li'in of hi' Idoo rii I I tir vrv I I +i+ eniiiiap+l hii PP u""(p:%":1%':5'a:y"7!':'3'y,!!'1"(ly(,'7'H""" "be!effi-cvkaa+io-"snh-:-51'-n+ov+-prr-:iiec-e'jem'-m'eonr+eJ+ha;1-'-'abo-ve-;h;-4-op-"-' ,,!,,,M,,= -. PAYLIMITsF,_A,lslTglRAIL,IIGITY,AG, 0:=,:;a,=;s=,p,i::::"",;:":'=gr: 5,,,,,,+,,d,d,,,a,+,,,n,,gra,,,+!r,Toy,aAmGT,,,,l,,,,, V E ;;: :J;A W;LL - \.1
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-" ,====,_. " ' -g$' 1%,.1a Lll t A 1411 x '- s l_ l_(_ v s I IIJII " StCNAI MAST ARM (':0NNF(:TTnN E P)IOJE[:TED LE+lGTH %li l _i_____1_ll
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S}GNAL MAST ARM DATA _L1MINAIRE AIAST AR UDATA
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WIND VELOCITY = 100 MPH AND
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NO SCALt_
RSP ES-7F ilATED JAlluARY 22, 21)24 SllPEllSa)ES STANDAlln FLAtl ES-7F DATE[) NAY 1, 2023 - PAI;E 557 0F THE STAIIDARD PLANS 801)K DATED 2023.
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297
2024 Californla Department of T
All PToh+s Rsiiorvsd
'R;"NFa(!CER:'W'f'TDHE€Rl'NE(icTWAENLaDlEEDBTOa0aTS'lO?E"OoF"PlOLsE'.'DHo'E }DENTIFICATIONNLIMBER %e""',,(' Dl#i I -= I TttttAL'PtiAVeT I
qq.i AWk
-l kl I -!. I 17.9/18.5 Ii5a l 65
acc""c"t'ab"""'a'-".X"h?".m""'F1.-"it'i-oi'rF;:-TiTeh'tiv-a l.Affachas+ampsdms+al+agwl+hpole's b<e.i*'- J !'!)' -=.- , n M=::::::';=-:H,:::.==-=-"'-y"=:"=""r"'m"'a"-="a ,=='.=" ::':,:a""" @Q,'% tden+lfl(it)tloii number +ii the bo++om of the """' ,""' (i - ";'=:="' ";;==H;"=;ni':'=""'a .- ,,z,,' ..'
PLANK APPllt)VAt_ OAffi ji" r';",'.;P'L
K . '=f
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AL_LEN HEAD__StXK_E7 FLAT (,-y= 7 31,17011 f SAMPLE IDENTIFICATION NUMBER l,A=,fl:. :ii'=V" .,....,,i_ - ,-SleNALljASTARAl -.,-..=--------=-.,-=--- -----= !== .,,..4.,...:.;;3.....,....,.,..'-Xi-4
'- 1. Provltle ii Hax nu+, leveling nu+ iind 2 wiishers for each btil+. r /7- 2 "-i-=----+----""-d-+-d-+-'+-'=-"----fa-1375'+ii O.143-Inch oar foo+ wl+h an end aet+ion 2%" OD '!ar moun+inii hardiniire. "' COVER 's"so'w'i'o'h"s"'+a"r"ioaso Zk PIPE TE,lo.ll"" p"o'r"c"a" } % slGNA, MAsT ARM :i. oSi3 n4ti341tn;a:p:rrmfsooTii be round, tapered !l+eel hlbeai moximum +operTYPICAL DETAIL ALTERNATIVE DETAIL PLAN ts-<ti. %-ia"-
; g 4. hansr'oie relnforeemen+ rtng shiiu be l/!l" X 2" por o.ugs" +ii 3 0.239T' +hlck polaa, 'A" N 2" for (}.!12!i" 'lti (i.l75" +hlck poles. sEcT[oN A-A 5. Handholea shall bs located on the downs+ream slde of +rafflc.whcn WALL DETAILS"'1 sizt TIIICKIII:SS PIPETENONS . , , , , ,6 - De+(l I I F i f()+ I gue reA l&+(ln+ Wel dl Ill r equ I red ()'l at)(: k6+ Wl! I dl!d 81 gnal y,&" 0,11(16" DETAIL S mast arm piano ano poie base pitite. u" ongx" ?. CdO screws sholl be +igh+ened by +he 'turn-of-nu+ me+hod y3 'r'urn froun ii snug +%M condition. Nii wiishar will be raqulrm. ' :::::f HA=HOLE -" "'
%" RElNFORCEMErlT SIZE THjCKrlES5 8. ou+ffiide diame'reri W011 thickness, and ctirrespondtng set.'tioti propenies Rl,,c of poles and mas+ arms as shown In the Standard Plans are mltiimums. " -'=-a """" "'%:'='-=-='25PIPJ::)tE!-E:L o="i==;";=f:;;="='=:=o;:lffi;'=;';;i=:i7"""S::E%+::I" '/i"e FORWIllEPROTECTlo+l 4,, FIT YearlylanWindVelocT+y=1!i.6mph.
OuTs,,E, TIP TE ,,,N SEE NOTE 2 10. Mii+srliila IS+rut.+ural a%el)!f} = 55.oo0 pal I+tiperiid meal +ube and anchor bOn8f I_{)VER > o-solooopal(unlesso+herwlaeno+ed)
T"" 'a+a" "Z"'a" oETAI' Ts l ! Ma+erliils IRsin'hsreed concre+eliTAMPER RESISTANT HANDHOLE COVER ti-+-iis -r- -- msiQna+ed vac=3,625pst
WELD WALL fy - so,ooo pal
T o WALL SIZE TH}CKNESS 12. ens ov iumtnatre arm niiiy m aviigett oiiwn to 2%" ou+stde stiiine+sr.POLE OR ,,-"-,-=;;'lz$===-s========,,- s.,'::'l<lrg u;;uE (81aNALEL,,;E;'H,",H=3,NDARD,l '% i.sn , ocrui F l %" o.ngx" DETAIL NO* 1)"' 1/4" 0,z3Bt " NO SCALE 'a ( _-T,' Fee":ps:veE"3!/'p:%;n';':::7 va,, ELEVATION A !II a,3125u RSP ES-7tl DATEn JAIIUARY 22, 2024 SU"ERSEDES STAIDARD PLAN ES-?NDATED MAY i !!023 - PAaE 563 0F mE STAtlDARD PLANS BOOK €ATED 21)23. ,,, 1REV18ED 8TANDARD PLAN R8P E8-7M
298
2024 Californno Depar+rnen+ iif Transporfahon
All Qliih+ii Raiioim
SEE IIOTES 6 AND 9 CONNECTORS SHALL BE
io.:;A.>=x=_;g;=g- .. __ __
OW I-=-I T)'TAL'N'WT I77 A!%
-l IJ I -!, I 17.9/iL5 I l 59 i 65
J'-ts ,,..__
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4 /l I y I ini+ie uatTa I - _
PLANE iippiiova oen p l-,',',_",,) IIL
II 'l-=-=----, ialmx) -------- s"o=_-o; ooA"oMPA=PLAN"" XX-X=Xa -=-2' = "';:-=- SEENOTE5"-"-J [ff-----------
qJ(-,1,51i MAST ,!,PM M011NT LUMINAIRE MAST AFIM MOUNT LUMINAIRE MAST ARM MOUNT
DETAIL A DETAIL B DETAIL C
SEE +JOTES 6 AN[i9
25 Ib lalMin)
SEENOTEa6AN[)9 "!iTAlNlES5
""a' BANDS T. Exac+ moun*fng laco+lon of mlscelliinaoua ii++iichmen+ and bracke+ shall be approvetl by the Englrietr per monufaaThreri recommendtnlon. i 2. Location of cable entrances on slanal pole shall be 0 minimum
6.. DRIP CClu)'LIN(i, WATERTIGHT, af l'from anj fliinge or base pln+e.l " d
3. Hybrid eiible en+rancaa iin slgniil pole Msll be drilled for bea+hsr+tgh'r 0 couplingaSrequlred.STAINLESS
0 BANDS 4 Hybrls ciib is shal I ?eve 5 drip I titip a+ +He on + rance i n + ti a l gno I pti I a, MOu+lTIlla BRAcKET As O luminiiire miia'i arm and signiil moat arm. ! P%?"ECNIF"l"CuAFT"l"OrTluRE' I ( M'l n ) a' +'llea"Tll'l ':(_e'l'l "0'ne"'(iuaa"a+:OaC'Z"men'+"+0ao+'h"e' ncouo'n+araanl I"era"ca'b'l n"e't." "11: "a'p'lal"(::: a'h'oa:' I i beOlloved.i SEE IX)TES 6 AIID 9
,Ni i 60alla+:0+chhememnii%niiTTec!uarxerm'aumEfE:eAc+flovereParcoAe:;esdc!rlae,aeWfEsPAa):+o,rchmmiaa,\slii,nelo.us€i" C)IIIP LOOP i FisT.6aquiirefee+.COlilBIllED
ElP5Ao =lbl(7y,SxO)lllAsRfEFlfoETl s 7. Vaxlmum tif 'IVO uilacellaneoua a++achmen+a psr +roffk. aignel a+endeuad.I 8. Maximum of one mlacellaneoua a++tx:hmen+ per maa+ arm.
I
vs. STAINLESS , 'l. Mlacsllansiiug aHochmen+ shall be moun+ed ualng clamplng devices.
STEEL FIANDS I +lYBRtD CABLE, SEI: TIOTE 5-' '
Hi'BRID CABLE,
MAST i SEENOTE5 I
COUPL[NG,
WATERTIGIIT, I
1 " d STATE C)F CALIFORNIA
FI+IISHEO(;RAOE tiipatnvcii'rOFTRAllSPORTATl(IN
"""""' ELECTRICALSY8TEM8
(SIGNAL AND LIGHTING,
SECTIONA-A Ml8CELLANEOUSATTACHMENT)
NO SCALE
a"""" "o" 'o""' Q<II C<-71) nATElj .IA+IIIAIIIV 71 2024 all)tQStDtS STA)J)AIID PLAN ES-?R ,,TAT, , OAff0aY"il-i6i3':-@;ffia"%F'0;-'TTiE-iTKffl5iTh-PEA';ri3;6jiE5-26ii "IL u ineviseo 8TANDARD PLAN F18P E8-7F1
299
:XH Rl- R
I I l I Q T r r. I If I I r r r nTI I r nll I I P r.. P I'T # r I r l r Q . 0101 i C(luNTY ROUTE I ToT,pR'a"" FT I ;, 1 i > u I L '_ vi ( L L .% J u i i I L 1. + i t _a c" *i l_ L l I l L u' a- ' i o y.ccov'h.+i y (.0N I HA(: I "
1. SYSTEM TO BE INSTALLED IN ACCORDANCE WITII MANllFACTuRER'S INSTRUCTIONS. PLANS DATED
2. SEE ASSEMBLY AND INSTALLATiON MANIIAL FOR ADDITIONAL DETAILS.
3. A DRIVIN(. CAP WITH A TIMBER OR PLASTIC INSERT SHALL BE uSED W+lEN DRIVING THE POST 3X TO PREVENT DAMAGE TO THE GALVANIZINC ON THE TOP OF THE POST. 3X 7,l_--i lA. CABLES SHALL BE TIGHTENED uSING THE 11EX NuTS AT THE {SS PANEL UNTIL THEY ARE NOT /- - - i '='==""Ello:i-:1:l:':'::-::1:iil'l'-'1i"'o=o'=E ,=,:".':-(5:-'i"""a, 7 , IA ? TO , i7. 9/1 8. 5 j60 l 65
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1 ri. 54pEH;;7H> Hp;;gg5ins ARE GALVANIZED PER ASTM A123 0R EOIIIVALENT uiiciss y _,,/" l_l -,11) REGISTER!D 11!CHANICAL ENalNEER g HHH:3:o;;=o,Hy,51;p:yy4yyyi7"s=""cop"-wi= -"-_
:,-:,-:;::,:,-::,-::,.,-:-::-I,-,=:-:::;:::,--- ---a =- -[)= :;.
SPLICE )IW KIT, IMPERIAL.
li. ITEM IS PART OF KIT P/N: BSI-1702053-KTi MAX-TENSION POST HW KIT, IMPERIAL. "= -. -"
12. RECESSED HEX NuTS TO BE INSTALLED ON TRAFFIC SIDE. -"< - o ' ' -
I'-,, ---=- =-n -
SEE onaic ac , _ ,i___ D=.5 v-.H': ,%r_ - --_ __ _ _ I--, ,S 111[ -[)-J 8X 8X
g" O't t _0.Y.ts iazo 'l -%, = ' - -. \ _ _ __7aO';,;, ______, ,"B. ;"2, -' ,=" = -i, sxsx
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ITEM PART NUMBER DESCRIPTION ' QTY
1 BSI-1610060-00 SOIL ANCHOR, GA(VANIZEO s
2 BS I-1 6 10061 -00 OROuND STRUT. CALVANIZED i
3 BS i-1 6 1006 2-00 IMPACT 11EAD, CHASE THREADS 1 4 SS I-1 61006 3-00 POSTil-BEAM,W6x9i6F+.iGALVANIZED 1 5 851-1610064-00 TSS PANEL, GALVANIZED 1
6 BSI- 16 l 0065-00 155 PANEL, GALVAN12ED l
7 BS I- i610067- 00 RSS )'LATE, (;ALVANIZED i
8 BS i-1 6 1 00e 9-00 CABLE ASSEMBLY, MXTN 2
9 BSI-1 701 063-00 BRACKET, DELINEATION. MAX-TENSION 1 10 BSI-1 01 2078-00 LINE POST, X-LITE, GALVANIZED 8
11 BSI-4004386 W-BEAM GIIARDRAIL PANEL, RWMO40 4
12 BO90534 W-BEAM COMPOSITE BLOCKOuT 8
13 BO61058 i BSI, CABLE FRICTION PLATE 1
BSI-1702051-KTi MAX-TENSION SYSTEM KIT
14 i ssi-ieiooes-oo ii TOOTH, GEOMET ii
T5 4002051 II GuaRDRAtL Wshr Rec't AASHTO if
16 BSI-1102027-00 WASHER. SCIJARE, X-LITE, GALVANIZED 1 17 BSI-2001 888 BOLT CH 5/-11X2 FULLY THREADED 1
18 2001 636 Wshr 5/8 F436 Struck M(;olv 2
19 BSI-2001 886 BOLT. HH 5/8x7. 2in THREADS T
20 4001116 GUARDRAIL NUT RECESSED 5/8-tT 3
:J BSI-2001 887 SCREWSDiHH1/4x3/4i410SS 6
22 BSI-2001885 i socT HH 3/4-l0x3. FULLY THREADED 4
8i .1-1702052-KTi MAX- TENSION [.uARDRAIL SPLICE HW KIT, IMPER AL 23 I <ooms GtlARDRAfL BOLT 5/B-1 1 x 1 1 /4 48
24 i 40CIT6 GIIARDRAIL NUT RECESSED 5/8-11 i 4?
BSI-1 702053-Kl : )JAX-TENSION POST HW KIT, IMI"ERIAL 25 i 2001 840 i GIIARDRAIL BOLT 5/8-1i x 1 0, M(,01v i B 26 i 400ffl6 i (iUARDRAiL NIIT RECESSED 5/B-11 i 8
27 I MANMAX I MAN-TENSION INSTALIATION MANIIAL I 1
r hl I I 11gl. V /" /" '5 ::) 'o _s --"' - 'II a I -(,1,i_,7,'===_ __; -ii__,,.',,, ;<Q- ,_B..,,
LINDSAY TRANSPORTATION SOLuTIONS
180 RIVER R[)
RIO VISTA, CA 94571
MAX-TENSION TANGENT
TEST LEVEL 3
STEEL POST 8 INCH COMPOSITE BLOCKOUTS
12a - 6"'PANELS, IMPERIAL HARDWARE
DRAWINGNo_Reviglon: %7-35J58(,4-8JsiiycviorzlxoscALE
: Ir: a r P - - - o ' kl T " 1 ' - a I NAME OF FILE. UNIT 181 8 PROJECT NIIMBER & PHASE 07t4000239i o
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TO ACCOMPANY CONTRACT p
PLANS DATED
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, , DETAIL'D' SECTIONF-F i7,,"i-+- --it--i%"i
j
_/'1 /- PANEL 3
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LINDSAY TRANSPORTATION SOLuTlONS
i81) RIVER RD
R 10 V I S T A, C A 9 4 571
MAX-TENSION TANGENT
TEST LEVEL 3
STEEL POST 8 INCH COMPOSITE BLOCKOuTS
12' - 6"'PANELS, IMPERIAL HAR[)WARE
DRAWlhR; No Jevisloii: M T ,'p) J 5 8(,4 - R C I shEET 2 0F 2 I NO SCALE NAME OF FILE. UNIT 181 a PROJECT NUMBER & PHASE 07140002391 o
10 301
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I MS3Q00
W-BEAli GuARDRAIL [ND S[CnON. 12 aa
nRST POST mP (8XBXja Tube) MTPHPTA
kRST POST BOTTOII (8' W6Xi5)
SECOND'OST A5SEJ1Y TOP
SECOND)0ff ASSEMBLY BOTTOM HP2B
BEARINaPLAT! n50
E770
MS7a5
6xa) (6t8 5) STffL POST I
REl.lfl:kED PIA!ilC BLOCK OR EOulV. ;l
rW-BEAII M(iS IINL SECnON (9'-4 1/2a)
o 2 W-BEAII tttis tunc stcnoii m'-sa) Cl21nA
)IAROWARE ALL DIMENSIONS IN INCHES
5/ l a x T SEX BOLT GRD 5
5/16 WASHER
i 5/18 HEx NUT i N0518
4 5/8 0iii x I T/4 SIJJCF BOLT (P0ST 82.'i B5soi 22
5/8 Dia x 9 HEX BOL{ A44R
5/B WASHER
33 5/B Oia. H.1: R NIIT NO5i)
3/4 0ia t B i/2 HEX BOlT laRD A4tg B340854A
3/4 Dio. HEX NUT f
cI ANCHOR CABkE HEX NIIT
I ' - " .. !1 J' x T
2 T ANC+IOR atBkE WASHER T
1/2 RSI SH(IULDER BOLT W/WASHER
I l,.,.,.,-,,=.., " =OPTIONAL FLARED INSTALLATION
1/2 S'muCTllRAL NUT
1/2 SmUCiuRAL WASHER
BEARIN(I PkATE REIITNER nE
25:1 Miiximum flare note
GENERAL NOTES
i. All bolts. nuts. cable iissemblies. cable anchors and tl bearing plates shiill be galvanized.
2. The lower sections oT the Posts 1Ai2 shall not protrude more than 4 in. above the ground
a' a' (meiisured iiliinq o 5a cord longitudinal to the system). Site tyiiding miiy be necessary to meet this requirement
3. The lower section of the hinged post should not be driven with the upper post attached. IT the post is placed in O tkilled hole. the backfill material must be siitisfackorily compacted to prevent settlement
4. When competent rock is enciiuntered, a 12 in. B post hole, 20 in deep cored into the rock surface may be used if approved by the engineer for Posts S iind/or 2. Gmnuliir motetial will be placed in the bottom S;deS iif the hole, approximately 2 5 in. deep to provide a' Of Rail drainage The first and/or second post can be Tield cut to length, placed in the hole and backTilled with suiiable a /<'S'/' X' f '5"aT'h"e"' b:"eaok:"w:"caa'ble"aas'se:a bay' "m"u:ot b'e 'tao"u"t'aA" 4I1(_1107 Bracket locking deViCe (Vice grips OT chonnel lock pliet'j) Should pnqr Nn i rnwv>w nt-hii IMPACT HEAD CONNECTION DETAL be used to prevent the cable tmm twisting when SECTIONA-A tigmeningnuts
Post No. 2
200
ROAD SYSTEMS, INC.
3616 0LD HOWARD COUiNTY AIRPORT
BIG SPRINGS, TX 79720
ITermMin}daraS' GBuloacres')'TsJk:el 3
:)RAVIING No_Reiision MSKT-SP-MGS8 I SSEET ' cri INO SCAL_E BORDER LATT IE'ASED !1/1/2016 N AME OF FILE MSKT-SP-MGS8-052017 UNIT 1818
EXHIBIT E,
PROJECT NUMBER & PI-JAS! 07NOOO2391
302
EXh IBIT Ei
MAiN SYSTEM COMPONENTS To ACCpOtMaPwAsNYoaCi0toNTRACT
ITEM PART NIIMBER DESCRIPTION I OTY
a smta stnlMPACThcho t SMALL HARDWARE
B ,26SPZ,P SwPEsC=:,AvLlvZEiDaotiiUARDtiAIL PANELiMODIFIED iza-e" SECTION , ITEM PART vuvecp I ocschipiiox OTY0 12GtlBLT i 12" GLIARDRAIL BOLT - %" X 12" 307A 11DO l C GP126 STANDARD GuARDRAIL PANEL N2'6" SECTION W-BEAM M-tBO) 3 b TO(il'lBLT j TO" GIJARDRAIL BOLT - 'A" x TO" 307A HDi. 7 o cpg< MGS CONVERSION GIIARDRAIL iqa-<y," SECTION W-BEAM M-180) s itaiu , i'/i" cuahohaii SPLICE BOLT - %" X 11/!" 307A Ha(, 33 E YP6MO[) YIELDING POST - IIIODIFIED W6x8.5 (iuARDRAIL II)OST 7 a 58FW436 l %" FLAT WASHER - %" F436 taszsi )IDG ] F CBO8 COMPOSITE BLOCKOIIT 6"x8"xl4" 6 e 58LW I '/B" LOCK WASHER - HD[i l Oli+
i COUNT{ I i('4'5ECT S):E% i 4;%
7 i LA 710 i i7.9/18.5 163 165
DATE 'H'SoL"NAPPRO"o 9gO"s {
,u2
li:%-=He: i R
z tau , ;TE:a: ettt.+uv,u, 5LlJ:,1 r,ll.l_ :,X_. s IX. l: + aaia'i r i b I I 5:H%1: 5:3 I %Yffl %" l:l_%X._Nl,: .1 . -_ % . ]" x i.T . A5b%j .)l ltl;_ _. . %_ I 3%'l pecArcpio'6mc txciscep g 'l ' F"N" DaT'6 :O'll'ND' A; 10"N"T"llaB"E' -a"6"'xa8""x"72""'x;":" RECTANGIILAR TUBE 1 h' l '2"5B'L' T " 1 '/("" 'R"E"I'NF:"R'C'EMEN"T' PA'NE'L' B'OL'T- "7':""ii"T"3 X T '/i" A325 +lDG ' :
J WBltK50 WOOD BREAKAWAY POST - 5'/2"X7!/2"X50" 1 i 1 2FWF4 36 !/2" F LAT WAS+lER - !/2" F436 iA325I HD(i 16 K WSBLK ! 4 WOOD STR IKE BLOCK 1 j T 2LW '/2" LOCK WASIIEP - HOG 8 L SPLT8 STRIKE PLATE - '/!" A36 BENT PLATE T k T2HN563 , !/2" 11EX NUT - !/2" X l 3 4563 HDG 8 l"' M REPLTT7ilEINFORCEMENTPaNEc-t2(ti.GR55BENTPLATE t I 38LS 17"11EXlAGSCREW-%"x3"aR5HDG 4 +i ctaii cuapopaic (IRABBER - 'Vi'x;_Vz"xieVz" - '/4" A36 SQUARE TUBE l m 38FW844 I %" FLAT WASHER - H'a F844 +IDG 4 0 B)}LT8 BEARING PLATE - 8"X8%"Xs/t" A.]6 PLATE 1 TFWF436 i" FLAT WASHER - i" F4]6 iaszsi HDG ;i P PSLV4 PIPE SLEEVE - 4Vl" LONG x 2%" o.o. x 2!/0" 1.0. A36 ROLIND TIIBE 1 THN563 1" HEX NUT - l" x 8 A563DH HOG 2 o i cscsi %" CABLE - si" LONG 3"i" BCT CABLE l p sptosior I RFID CHIP RATED MIL-STD-810F ie.g. OMNI-IQ EXO7501 I 1 **NOTE: *ALTERNATIVESNOTES: HORIZONTAL ALIGNMENTNOTEi I. @ is shown on sheet 2. T. Composite blockou'ls (F may be repliiced with vood blockouts O. T. Moiiimum horizontal fliire over first 50 feet is 2 f+. <sa- i ol/?" 2X
.,,, ,,h-.,-ss-ss-s:i-ski-.,-/-W -=,f
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/ IN POST 2 THRU
)S POST B FINISH GRADE-S
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201
SPiG
14675 INDUSTRIAL PARK Rd
BRISTOL, VIRGINIA 24202
SINGLE GuARDRAlL TERMINAI
STEEL POST, 8" WOOD OR COMPOSITE BLOCKOLITS
SGE T- M ASH - TL - 3
DRAWING NO._ReViSiOniSGET-MASH-TL-3-R1 I SHEET s OF 2INO SCALE o
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DATE THIS PLAN IPIIOVED 9gOFESSl0h4(
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! .-W .=.,=.=,=,=-...-=,-..=-==-=-,-=-=-,=,=.,-,$, .p - Q, ... -. =,,,:=,,=,==,:,,-=,-,=,==,,,=,=,:- ' 7 A,7 between the tap Of the f I r Sf Spl_C ia I iced guor dr O il pane I Ond the tap %/ n o feed channel o'f the SCiET impact head is the some OS the bottom 5 ,,1 e I S DE TAIL A spacing between +rie bo++om or +he firs+ specioiized guardraii panel tind the bottom feed channel of the SGET impact head. A plastic spacer is provided wtlh the ins+ollo+ion kit to accomplish the centering of firs'l speciolized guordroil panel between +he moun+ing tabs of +he SGET E impac+head.
"'-=='J' " Ilig;xlg:";y,i""a't'i;="b'=-'a"'a:";b=b;=';=a=ohyy RE AR ELEVAT ION . p(is7 1 & POST 2 6. The en+ ir !I !i} S+l_m mllS+ 5e 'l n8 +() I I ed In () 8+1' O igh+ I i ne W i+hOu+ anycurve. howoviir +ho gv.+om (_W be fliired un to two fee+ nvsr 'in fiio+ e
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shoulder of the road.
S
l "s:h:ons:s;H'-s'ss:ahno:iinr:'ghua"4ar:+patnze;i'os!'::S'P"s""+'a"nr;rop"gnueiiEo:aiil)iazn_eel,i :pnedctil,lfl02uer;rip,9ne'-14mus"M+GS@-lCwOanyV:rbSei0unsegau:rdrOil poneli The first " 8. Posts 2 through 8 must all I:ie yielding posts with the yielding holes Of ' ,,h """"'%"'3 ':'o::"""'ao"o""""""""""ao"'o"
TO. Manufac'rurer applied Type P miirking on foce of S(iET impac+ head. <au' '
7 crrriru _ orihirhorrrirhi'r oaxiri ELEVATION - POST 2 THRU POST 8 SPIG
14675 INDIISTRIAL PARK Rd
81N € 3LE GUARDRAIL TERMINAL
STEEL POST, 8= WOOD OR COMPOSITE BLOCKOuTS
SGE T - M ASH - T L - 3
?l &GUARDRAIL GRABBER ,,, _ _ _ __ _ _ _ I I
;l DRAWING No._Revisiiin: S G E T -M A S H - 71 -3-R 1 I SIIEET 2 0F 2 I NO SCALE NAME OF FILEi LINIT 1 81 8 PROJECT NUMBER & PHASE 07NOOO2391 o
o
z
304
EXHIBIT B
"ou"' TOACCOMPANYCONTRACT§
INSTALL SOffS+OtiO )'ARALLEL TO ROADWAY. PLANS DATED WHEN OFFSET IS REOIIIRED BY DESIGN ENGINEER, SEE SoffS+opO t8" COMPOSITE BLOCKS) MANUAL FOR REOUIREMENTS.
L*. MASH TES_T LEVEL 3 tTL-x) LENG_TH OF SoffS+opt) TERM_INAL (5o'g ! /2"1 _ _ ""a' o' "oX a'a' o" o" - 'a "( a"""""' o' POSTS "o ' "' l D i at I COllNTr ROIITE i
POS'l' ulL!S glr!!i
: 5W'F"FS
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710 i
l 7.9]1 8.5 165 165
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PART NO Q' tY DESCRIPTION
01> iO1 I I 12 /12 '6 /3' l . 5/S
01) 153: I 6'0" POST / W 6X8.511
{ 'l .T I 01 s B" COMPOSITE BLOCK
I) I .1X ) 6!O POST/8.5/SYT-POST/7i25
l: : - : II-( -- - -- l:-: -i
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I iT-f )I 5i i( ) j :1'-Al ICHOR G.RAIL 12'6"
I d I _!_!!!2!_!} IJ _!_!_!!!_E} , l)
I) 15i l( F :1'-Al IGLE STRUT
i. : )15i I F il -PI )SiTlll SYTP
) 15i 14 F il '-Al IC:HOR P ADDLE
) I 5; 15 FS -PI )SiTijO
I) 15i 18 FS '-11 IPACT HEAD
HARDWARE KIT 034429
)l K 12A ) I WASHER,FLATi5/16 W,TY AiG
)l ): i2A ./' 6" HEX Ml IT A! 63
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I l: T f 3/4"X2.5" HEX BOLT A32'i
l: 101I I 1 " H IY HEX Nll IT 456: OH
I l' I WA: .HERiFLATii i/B,HA IDiTY i iG
II ) I 5/1 K9" HEX B.OLT A. .25
If l " t( )IIND W.AS+IER j
I ii II i/!6"X2. i" Hl:X l )l t GRD 5
l 15i II i/IB"i i .1i" 111:X l )Ll t (.RD 5
o 5: if I FS '-A NCHt )R A NGL.
Oi 5i :( 16 l FS' '-P _ATI . WASHEI R
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015200 oo3340
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(ORIENT SO VERTICAL LEG IS DOWN) Oi 5205 iAT ANCHOR POSTl+O) ' VARIOUS ooo" ;, g ot sooo POST $0
:':sor+s+opei8COMPOSITEBLOCKS)ASSEMBLYMANIIAL o'52o2 - .,.,, , , , ,, ,.,l,,,,..=,ffi-D:A=",,A..l,,:-=-@ ..ap_ = =,,=
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UNDER NO CIRCuMSTANCES SHALL THE GuARDRAIL WITHIN THE SoffS+opeBE CIIRVED.
MANllFACTuRER SuG(.ESTS CtlSTOMER TO PROVIDE REFLECTORIZATION OF THE TERMINAL. .DETAIL c IT IS ACCEPTABLE TO INSTALL THE SoftS+op0 IMPACT HEAD PARALLEL TO THE GRADE LmE fposr iitI SHOWN NEAR chouso) -DETA" o OR WITH AN uPWaRD TILT. SEE Sof+S+opa ASSEMBLY MANUAL FOR SPECIFIC DETAILS. iPOST 01 ) Val+ir LLC
i560i DALLAS PARKWAY, SUITE 525
ADDISON, TEXAS 75001
SoftStop@ TL-3
MAS+l TEST LEVEL 3 (TL-])
DRAWING No._Revisioni 8 5i6 46 C A - R Jl I SHEET T OF t I NO SCALE SOTTSTi)P81N BLOCKTL3.+11
o
uslT 1818 PROJECT huuscp a phaSE 011 40002391
305
EXHIBIT C
CONTRACT INSURANCE REQUIRMEHTS-DEPARTMENT OF WATER AND POWER For Contractors, Service Providers, Vendors, and Tenants EXHIBIT C 4gyB(@50i//(@iiyily/0pB(B(i@4; Cite Of SOlltf1 Gafe (Constnlet/Maintain StdeWalk ImG)fOVemenfB - ADA Cur5 ramp) Reference/Agreement: P-ln34?9 - Serf Insiirqnee or CFRTIFICATF ACCFPTAFII F w/seMrliilpd sntlnrspmenls Term of Agreement:
RE Officer:
Phone Number:
Simeon Monis
(213) 202-0571
o Contract-required types and amounts of insurance as indicated below by checkmark are the minimum which must be maintained. All limits are Combined Single limit (Bodify Injury/Property Damage) unless othemise indicated. o Firm 30 day Notice of Cance!)ation required.
o All required scheduled endorsements must be physically attached to all requested certificates of insurance and not suListituted by refemng to such coverage on the ceriificate of insurance.
PER OCCURRENCE LIMITg
(/) WORKERS' COMPENSATK)N(Stat LiniRs)/Empbyer's Liability: (jil,000,000.00 ) (/) CA / A!I States Endorsement ( ) US L&H (Longshore and Harbor Workers) ( ) Jonea Act (Maritime Employment) ( ) Outer Continental Shelf (4WaiverofSubrogaUon ( )BlackLung(CoalMineHealthandSafety) ( ) Other. ( ) Other:
(/) AUTOMOBILE L1A8LITY:
(/) Owned Autos
(/) Hired Autos
( ) Conhactual Liability
( ) MCS-90 (US DOT)
( ) Waiver of Subrogatmn
( $1,000,OOO. €)O )
( ) Any AutO
(/) Non-Owned Auto
(/) Additional Insured
( ) Truckels Fomi
( ) Other:
(/) GENERAL LlABlLffY: ( ) LimitSpeeificto Project ( ) PerProjectAggregate ( 55,000,000.00 ) (/) Contractual liability (/) Personal Injury
itions (J Products/Compteted Ops. (/) Independent Contractors ( ) Garagekeepers Legal LNab. ( } Chikl Abuse/Molestatmn t ( ) Collapse/Underground ( ) Expbsion Hazard
(/) Ponutton (/) Addition Insured Status
rn ( ) Airport Premises ( ) Hangarkeepers Legal Liab. .iability ( ) Other: ( ) Other:
(z) PropertyDamage
(/) Premises and Operations
( ) Fte Legal Liability
( ) Corporal Punishment
( ) Watereraft Liability
(/) Waiver of Subrogatmn
( ) Marine Contractors Liability
( ) PROFESS)ONAL LIABILITY:
( ) Contractual LiabiUty
( ) Additional Insured
( ) AIRCRAFT LIABILITY:
( } Passenger Per Seat Liability
( ) Pollution
3 Year Discovery Tail
Other
( ) Wamer of Subrogatmri
( ) Vicarious Liability Endl
( ) Contraetua! Liability
( ) Additmnal Insured
( ) 3 Year Discovery Tail
( ) Other
()
( )HullWaiverofSubrogation
( } Other:
( ) PROPERTY DAMAGE: ( } Loss Paya51e Status (AOIMA) ( } Replacement Value ( ) Actual Cash 1/alue ( ) Agreed Amount ( ) Afl Risk Form ( ) Named Perils Fomi ( ) Earthquake:
( ) Butlder's Risk:S ( ) Boilerand Machinery ( ) Fkxid:
( ) Transportation Fkiater:$ ( ) Contrictors Equ)pmentS ( ) Loss of Rental Income:
( ) Schedu!ed LocaUona/F'ropt. ( ) Other: ( ) Other:
( ) WATERCRAFT:
( ) Protection and Indemnity
( ) Wakver of Subrogation
(/) POLIUT!ON:
( ) IncipienULong Temt
( ) Waiver of Subrogation
(/) AddiUonal insured
( ) Other:
( ) Additional (nsured
( ) Other:
( ) Sudden and Accidental
( ) Contractor's PolluUon
( ) Pollution
( } Othei':
( sa.ooo.om.ao )
( ) Additional (nsured
( ) Other:
( 'l Sudden and Acddanbd (/) AddiUond fmiumd
( ) ConkamfsiPolkdlon ( ) Obt
( ) CRME:
4 ) FWelity Bond
( ) Empbyae Dbboneaty
€ ) Oon@darpz(l
( > OThaf:
( ) Joint Loss Payable Status
( ) Financial Institution Bond
( ) In Transit Coverage
( ) Coinrnercial Cnme
( ) Other:
( ) ASBESTOS LIABLITY: ( ) AddionaT Insured
hswmRqflJ
4 ) AdakinaE Imuad (
( % lamafNk+maaPaectmHes
( } WbeTmndarFmud
( ) FmgeryMJtemUon of Doca
LADWP File No. P-103429
AS13772.0860872 4914-2488-2316v3
40 of 55 Rev 3/2026
204
'At 1
306
EXHIBIT D
Standard Conditions for Construction
Energized transmission lines can produce electrical effects including, but not limited to, induced voltages and currents in persons and objects. Licensee hereby acknowledges a duty to conduct activities in such manner that will not expose persons to injury or property to damage from such effects.
The Los Angeles Department of Water and Power (LADWP) personnel shall have access to the right of way at all times.
Unauthorized parking of vehicles or equipment shall not be allowed on the right of way at any time.
Unauthorized storage of equipment or material shall not be allowed on the right of way at any time.
Fueling of vehicles or equipment shall not be allowed on the right of way at any time.
Patrol roads and/or the ground surfaces of the right of way shall be restored by the Licensee to original conditions, or better.
All trash, debris, waste, and excess earth shall be removed from the right of way upon completion of the project, or the LADWP may do so at the sole risk and expense of the Licensee.
All cut and fill slopes within the right of way shall contain adequate berms, benches, and interceptor terraces. Revegetation measures shall also be provided for dust and erosion control protection of the right of way.
All paving, driveways, bridges, crossings, and substructures located within the right of way shall be designed to withstand the American Association of State Highway and Transportation Officials' vehicular loading H20-44 or HL-93. The design shall also comply with applicable design standards.
10. The location or underground pipelines and conduits shall lx, marked at all points where they cross the boundaries of the right of way and at all locations where they change dircction within the right of way. The markings shall be visible and idcntifiabk, mctal post markers for underground pipelines. Utility markers flush with surface may be used on pavement.
11A. GeneralGroundingCondition
All aboveground metal structures including, but not limited to, pipes, drainage LADWP File No. P103429 41 of 55 Rev 3/2026
AS13772.0860872 4914-2488-2316v3
205
13 2-
307
devices, fences, and bridge structures located within or adjoining the right of way shall be properly grounded, and shall be insulated from any fencing or other conductive materials located outside of the right of way. For safety of personnel and equipment, all equipment and structures shall be grounded in accordance with State of California Code of Regulations, Title 8, Section 2941, and National Electric Code, Article 250.
II B. Groundinq Condition for Ccllular Facilities on Towers /\11 abovcground metal structures including, but not limited to, pipe-s, drainage deviccs, fences, and bridge structurcs located within or adjoining the right of way shall lx, properly grounded, and shall be insulated from any Fencing or other conductivc matcrials located outside of the right of way. For safety of personnel and cquipmcnt, all equipment and structurt,s shall bc grounded in accordance with /\mcrican National Standards Institute of Electrical and Electronics Engineers Standard /187 latest edition, IEEE Guide for Safety in /\C Substation Grounding.
12. LicenseeshallneitherholdtheLADWPliablefornorseekindemnityfromthe LADWP for any damage to the Licensee's project due to future construction or reconstruction by the LADWP within the right of way.
13. Fires and burning of materials is not allowed on the right of way.
14. Licensee shall control dust by dust-abatement procedures approved by the LADWP, such as the application of a dust palliative or water.
15. The right of way contains high-voltage electrical conductors; therefore, the Licensee shall utilize only such equipment, material, and construction techniques that are permitted under applicable safety ordinances and statutes, including the following: State of California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 5, Electrical Safety Orders; and California Public Utilities Commission, General Order No. 95, Rules for Overhead Electric Line Construction.
16. Licensee is hereby notified that grounding wires may be buried in the right of way; therefore, the Licensee shall notify the LADWP's Transmission Construction and Maintenance Business Group at (818) 771-5031 at least 14 days prior to the start of any construction activities in the right of way.
I 7A. Vehicle Parkinq
/\n arca within 50 fact around the base of each tower must remain open and unobstructcd for maintenance and emergencies, including periodic washing of insulators by high pressure water spray. Clcaranccs of 100 fact may be rcquircd under circumstances whcrc acccss is limited.
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17B. Trucking Operations and Storage Operations
/\n an:"a within 50 fcct around the basc of each tower must rcmain opcn and unobstructcd for maintenance and cmcrgcncit,s, including periodic washing of insulators by high prcssurc water spray. Clcaranccs of 100 fcct may be required under circumstances where acccss is limited.
17C. PcrmancntStructurcs
/\n area within 100 fact on all sides of each tower shall remain open and unobstructcd for maintenance and emergencies, including pcriodic washing of insulator: by high prcssurc water spray.
18. Detailed plans for any grading, paving, and construction work within the right of way shall lx, submitted for approval to the Rcal Estate Services, 221 N. Figucroa st., Suite 1600, LOS /\ngclcs, California 90012, no later than /15 days prior to the start of any grading, paving, or construction work. Notwithstanding any other notices given by Licensee rcquircd herein, Liccnscc shall notify the L/\DWP'!' Transmission Construction and Maintenance Business Group at (818) 771-5031 at least I /l days prior to the start of any grading, paving, or construction work.
19. "AsConstructed"drawingsshowingallplansandprofilesoftheLicensee's project shall be furnished to the Real Estate Services, 221 N. Figueroa st., Suite 1600, Los Angeles, California 90012, within thirty (30) days after acceptance of Licensee's project by the South Gate City Council.
20. In the event that construction within the right of way is determined upon inspection by the LADWP to be unsafe or hazardous to the LADWP facilities, the LADWP may assign a line patrol mechanic at the Licensee's expense.
21. If the LADWP determines at any time during construction that the Licensee's efforts are hazardous or detrimental to the LADWP facilities, the LADWP shall have the right to immediately terminate said construction. 22A. All concentrated surface water which is draining away from the permitted activity shall be directed to an approved storm drain system where accessible, or otherwise restored to sheet flow before being released within or from the right of way.
22B. Drainage from the paved portions of the right of way shall not enter the unpaved area under thc towers. Drainage diversions such as curbs shall be used on thrcc sides of each tower. The open side of each tower shall be the lowest elevation side to allow storm water which falls under the towcr to drain. The area under the towers shall be manually graded to sheet flow out from under the towers.
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22C. Ponding or flooding conditions within the right of way shall not be allowed, especially around the transmission towers. All drainage shall flow off of the right of way.
22D. Liccnscc shall comply with all LOE, /'xngclcs County Municipal Storm Water Pcrmit and Standard Urban Storm Water Mitigation Plan rcquircmcnts. 23A. Fills, including backfills, shall be in horizontal, uniform layers not to exceed six inches in thickness before compaction, then compacted to 90 percent relative compaction in accordance with the American Society for Testing and Materials D1557.
23B. The top two inchcs to six inchcs of the concrcte footings of thc towers shall remain exposed and not covcrcd over by any fill from grading operations. 23C. Liccnsce shall provide the L/\DWP with one copy each of the compaction report and a Certificate of Compacted Fill, for clean fill compaction within the LADWP's right of way in accordance with the /\merican Society for Testing and Materials D1557, approved by a gcotcchnical enginccr liccnscd in the Statc of California. 2/1. A sur:'ty bond in the amount to be determined by the L/\DWP shall be supplied by the Licensee to assure restoration of the L/\DWP's right of way and facilitit,s, and compliance with all conditions hcrcin.
25. The Licensee shall obtain and pay for all permits and licenses required for performance of the work and shall comply with all laws, ordinances, rules, orders, or regulations including, but not limited to, those of any agencies, departments, districts, or commissions of the State, County, or City having jurisdiction thereover.
26. The term "construction", as used hcrcin, rafers only to that construction incidental to the maintcnance or repair of the existing (rcqucstcd facility) and shall not be construed to mean permission to construct any additional (rcqucstcd facility).
27. Signs shall not exceed four fcct wide by eight fact long, shall not exceed a height of 12 fact, shall bc constructed of noncombustiblc materials, and shall be installed manually at, and parallel with, the right of way boundary.
28. Remote controlled gates, or lock boxes containing thc device or key for opening the rcmotc controlled gates, shall be capable of being interlocked with an L/\DWP padlock to allow access to the right of way by the L/\DWP. Licensee shall contact L/\DWP'!S Transmission Construction and Maintenance Business Group at (818) 771 5031 to coordinate the installation of an L/\DWP padlock.
29. Liccnscc's cathodic protection system, if any, shall have a di,sign that does not causc corrosion to L/\DWP facilities. A detailed dcsign of the License'c's cathodic LADWP File No. P'103429 44 of 55 Rev 3/2026
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protection system shall bc submitted for approval to the P,cal Estate Scrvices, 221 l'iJ. Figucroa st., Suite 1600, LOS /\ngclcs, California 90012, no latcrthan /15 days prior to the start or construction or installation or the cathodic protection system. 30/\. Liccnscc shall install K rails at a distance of ten fact from each side of the tower basc for protection of towers. A distance of five fcct from thc towcr base may be acccptablc in locations where the patrol roads would be obstructed. 30B. Licensee shall install removable pipe bollards, spaced four feet apart, and at a distance of tan fact from each sidc of the tower basc for protection of towers. A distance of five fcct from the towcr base may be acccptabk, in locations wherc the patrol roads would tx, obstructed.
31A. Licensee shall provide and maintain a minimum 20-foot wide transition ramp for the patrol roads from the pavement to the ground surface. The ramp shall not exceed a slope of ten percent.
31 B. Licensee shall provide and maintain the existing minimum 20-foot wide driveway and gate at the single location where Firestone Boulevard intersects with the LADWP's patrol roads. The designed gates must be capable of being interlocked with an LADWP padlock to allow access to the right of way by the LADWP.
32. Liccnscc shall post a sign on the entrance gate to the right of way, or in a visible location inside the cntrancc gate, identifying the contact parson's name and telephone numtx,r For thc prompt moving of (vehicle-s/trucks/trailers/containers) at times of L/\DWP maintenance or emergency activities, or any other event that (vehicles/trucks/trailers/containers) must be moved. In emergency conditions, the L/\DWP rcscrvcs all rights at any timc to mow, or tow (vehicles/truckr,/trailers/ contain:'rs) out of specific areas for any transmission operation or maintenance LADWP File No. P-103429 45 of 55 Rev 3/2026
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EXHIBIT E
Understanding EMF
Electric and Magnetic Fields
LADWP Position Statement on EMF can be found at the following link: LADWP Position Statement on Electric & Magnetic Fields (EMF)
During recent years, questions l'iave been raised about the possible health effects of 60-heitz (power frequency) electric and magnetic fields (EMF), whicli are found wl'ierever you l'iave electricity. This document contains easy-to-read information that will help yori understand tlie EMF issue, ptus practical tips yori can rise if yori want to reduce yorir exposure at home and at work.
Can EMF Harm Your Health?
Electric and magnetic fields (EMF) are present wlierever electricity flows - around appliances, power liiies, in offices, scl'iools, and homes. Many researchers believe tliat if tliere is a risk of adverse health effects from EMF, it is probably low but wairants further investigation. Most, but not all, childliood studies have reported a weak association between estimates, but not direct measures, of residential magnetic field exposure and certain types of childhood cancer.
Worker studies have sliown mixed results. Laboratory experiments have shown that magnetic fields can cause changes in living cells. It is not clear whetlier these changes suggest any risk to human health.
Given the unceitainty of the issue, the medical and scientific communities have been unable to determine that EMF causes health effects or to establish any standard or level of exposure that is known to be either safe or harmful.
The Two Types of Fields
60-HERTZ
MAGNETIC FIELDS
60-HERTZ
ELECTRIC FIELDS
Can pass tl'irough most objects.
Get weaker with distance.
Are created by the current - or flow of
electricity - throrigh a wire, such as when
an appliance is hirned on.
Can be blocked or partially shielded.
Get weaker with distance.
Are produced by the voltage - or electrical
"pressure" - in a wire, such as when an
appliance is plugged in (but not turned on).
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Magnetic Field Measurements
Magnetic Fields in the Home
Measurements are in milligauss (mG)
Home Appliances at
Microwave avert
Clothes Washer
Electric Range
Fluorescent Lamp
Hair Dryer
Television
Source: Adapted from Gauger 1985
Magnetic Fields Outside
(Maxiinum range iii California utilities will vary.) Distribution Lines
Transmission Lines
I to 80 milligauss under the line
1 to 300 milligauss edge of right-of-
way
Research Is Ongoing
A number of research studies are now rinder way to determine if magnetic fields do pose any health risk and, if so, what aspect of the fields miglit be harm'Jul. For example, at this time, no one knows wliether the length of time in a field, the field strength, going "in and orit" of a field, or combinations of these witli other factors might be relevant.
What Is Being Done About EMF in California?
As a result of a 1993 decision by tlie Califoriiia Public Utilities Commission, an EMF research and information program has been established. Tlie prirpose of the program is to perform research and policy analysis, and provide education and technical assistance to benefit Califoniians.
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What You Can Do?
Studies of EMF have not shown that people need to change the way they rise electric appliances or eqriipment. However, if you feel reducing yorir exposure would be beneficial, you can increase your distance from electric appliances and/or limit tl'ie amount of time you rise appliances at home or at work.
For instance:
You can place telephone answering macliines and electric clocks away from the head of your bed.
You can increase your distance from appliances sucli as televisions, compriter monitors and microwave ovens.
You can also reduce yorir EMF exposure by limiting the time yori spend using personal appliances such as hair dryers, electric razors, heating pads and electric blankets.
You can limit the time you spend using electric cooking appliances. ii You can locate sorirces of EMF in your work environment and spend break time in lower- field areas.
It is not la'iown wlietlier such actions will have any impact on your health.
To summarize:
EMF exists wherever there is electricity: in homes, in workplaces, and near power lines. Electric fields exist whenever equipment is plugged in, but magnetic fields exist only when equipment is turned on. Both types of fields get weaker with distance from their source.
Until more is known, your best strategy is to stay informed and, if you think it is necessary, to limit yorir exposwe. You may be able to reduce yorir exposure by identifying EMF sources, changing the way you use electric appliances, and increasing your distance from EMF sources.
For More Information Contact Us:
Call: LADWP EMF Inqriiry Line - (213) 842-0221
Email: EMF@,ladwp.com
Mail:
Los Angeles Department of Water and Power
EMF and Education
ill North Hope Street, Room 1044
Los Angeles, CA 90012
* Website: littps://www.ladwp.corn/emf
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Links to other related sites:
* EMF Rapid Program
http://www.nielis.nili.govfhealth/topics/agents/emf/
* The BioF,lectro Magnetic Society
lmp://www.bioelectromagnetics.org/index.php
* National Cancer Institute
littps://www.cancer.gov/about-cancer/causes-revention/iisk/radiation/electron'iagnetic-fields- fact-slieet
* World Health Organization
https://www.who.int/peh-emf/publications/facts/fs322/en/ @ Center for Disease Control
https://www.cdc.gov/niosh/docs/96-129/
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EXHIBIT F
ACCESS ROAD DESIGN CRITERIA
1. When grading activity affects the Transmission Line access roads, the Licensee shall replace the affected access roads using the following access road design criteria. Typical Road Sections are illustrated in Attachment.
2. The access road right-of-way width shall be 50 feet minimum.
3. The access road drivable width shall be 20 feet minimum, and increased on curves by a distance equal to 400 divided by the radius or curve. Additional width on either side of the road shall be provided for berms and ditches, as detailed in the attached Typical Road Sections.
4. The minimum centerline radius of curves shall be 50 feet.
5. The vertical alignment grades shall be limited to I 0 percent or paved at a maximum of 15 percent.
6. Roads entirely located on fills or with cross sections showing more than 30 percent fill along the drivable width of the road require paving.
7. Intersections or driveways shall have a minimum sight distance of 300 feet in either direction along the public street.
8. The Licensee shall provide a commercial driveway at locations where the replaced access roads terminate at, or cross public roads.
9. The Licensee shall provide lockable gates on LADWP property or easement at locations where access roads terminate or cross public roads.
NOTE:
1 . CUT SLOPE SHALL NOT EXCEED THE FOLLOWING:
a. 2 HORIZANTAL TO I VERTICAL IN LOOSE OR UNSTABLE MATERIAL. b. 1 HORIZANTAL TO 1 VERTICAL IN COMPACTED MATERIAL. c. 1/2 HORIZANTAL TO 1 VERTICLE IN SOLID ROCK.
2. ALL FIILL SLOPES SHALL BE 2 HORIZANTAL TO 1 VERTICAL OR FLATTER.
3. WHERE SOLID ROCK IS ENCOUNTERED THE 4" CROWN AND, OR SIDE DITCHES MAY BE ELIMINATED WHERE DIRECTED BY THE ENGINEER.
DRAWINGS ON NEXT PAGE
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LOS ANGELES DEPARTMENT OF WATER AND POWER
TRANSMISSION LINE ACCESS ROAD DETAILS
5'
50' MINIMUM
ACCESS ROAD RIGHT-OF WAY
SYMMETRICAL ABOUT <
1 0'
5'
'1'2
- - 13:
4 4 !,yi0
TYPICAL ROAD SECTION
EXISTING PROPOSED
CROSS SLOPE ROAD GRADE
10-1 5% (PAVEMENT REQulRED)
EXISTING
EXISTING PROPOSED
CROSS SLOPE ROAD GRADE
5-15%
10-15% (PAVEMENT REQUIRED)
EXISTING
CROSS SLOPE
15 50%
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EXHIBIT G
Required Maintenance, By Licensee, of the Licensed Area, Landscaping, Parkways, Between Fences, and Public Street
1) WORK
a) Licensee shall be responsible for maintenance of the entire transmission line rights-of-way within the limits of the License Agreement in a neat, clean, and weed-free condition, including landscaping, parkways, between fences, and public streets.
b) Landscape maintenance to include, but not limited to turf, shrub, tree, curb, walkway, draining devices and gutter maintenance. 2) TURF CARE
a) MOWING: Turf shall be mowed twice a month within a rotary or reel type mower. Height of cut shall be %" of an inch. When mowing, a grass catcher must be used.
b) EDGING/TRIMMING: The edge of the grass shall be trimmed to a near and uniform line. Trim around all obstacles (sprinkler heads, valve box, backflow prevention device, etc.) to the same height and frequency as the rest of the lawn.
3) SHRUBS
a) PRUNING: All shrubs shall be pruned to a height of no more than 4 feet and no less than 3 feet. Remove all clippings the same day as pruning. b) TRIMMING: Restrict growth of shrubbery to area behind curbs, and walkways, and keep within planter beds, away from wall and fences by 3 feet.
c) REPLACEMENT: All damage, diseased, (untreatable) or dead shrubs due to licensee's negligence will be replaced at the Licensee's expense. 4) TREE MAINTENANCE OF EXISTING TREES
a) Maintain a 9-foot clearance for branches overhanging walk sand 14-foot clearance for branches overhanging beyond curb line, into the paved section of streets, where applicable. Maximum height of trees shall be no more than 15 feet, unless otherwise approved by the Los Angeles Department of Water and Power (LADWP). Tree maintenance of all existing protected trees, as defined by the State, County, or City having LADWP File No. P-103429 52 of 55 Rev 3/2026
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jurisdiction thereover, shall be performed by or under the direction of an International Society of Arboriculture Certified Arborist. b) Remove all dead, broken diseased, insect infested branches, and stubs of any tree throughout the facilities.
c) Shorten the length of limbs which extend beyond the natural perimeter of an otherwise symmetrical form.
d) Remove weight off limbs that are likely to cause breakage. Remove cross limbs, water sprouts, and suckers.
All vines growing on trees shall be removed without injury to the trees.
Final pruning cuts shall be made without leaving a stub. They shall be made in a manner to favor the earliest covering of the wood by callus growth. This requires that the wound be as small as practicable, the cut be reasonably flush within the shoulder area, and that the cambium tissues at the edge of the cut be alive and healthy.
g) Treatment of pruning cuts shall require that all cuts, new and old, one inch (1") in diameter or larger, be covered with an approved tree wood dressing.
h) Trimming of the trees should also provide adequate clearance for any obstructed traffic control signs and signals, street light standard, mast-arm, globe, signs, yard lights, windows, entry ways, and private property. 5) WEED CONTROL
a) Control weed and noxious grass growth in turf and shrub beds, and curb gutter expansion joints and walkway expansion joints and cracks. b) Weeds shall be removed from all planted, areas, curbs, gutter, and walkway areas within a 1 0-day period from the time that they are First visible.
c) The removal method can incorporate hand removal and/or cultivation 6) IRRIGATION
a) Irrigation (including hand watering), as required to maintain adequate growth and appearance, shall be in accordance with a schedule most conducive to plant growth.
b) Consideration must be given to the soil conditions, seasonal temperatures, wind conditions, and humidity, minimizing runoff and the relationship of conditions which affect day and night watering. This may include daytime watering during freezing weather to prevent icy conditions and manual LADWP File No. P-103429
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operation of the irrigation system during periods of windy or inclement weather and/or hand watering with portable sprinklers. 7) TRASH, GATES & FENCES, TRIMMING
a) Remove all litter, trash and debris from the turf, curb, fences, gates, entry ways, and walkway, especially the area from the curb to the fence. This includes the public sidewalk, parkways, and greenbelt. b) Gates and fences should be maintained in their original condition, unless directed otherwise in writing by LADWP.
c) All shrubbery, plants, vines, etc. should be trimmed, maintained, and kept in a neat, clean, and orderly manner.
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EXHIBIT H
General Guidelines for All Secondary Land Use Programs Intentionally Left Blank.
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Eletl Lines
--e-
fflR-/W "
',,i "F13" LINE
Vor 10.9a TO
LICENSEDAREA " as
Var
M.2' TO i .i SW
15.4'iii
2 : l (R I )tl t a 'ia
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CLIRB [TYPE 42-6)- SECTION
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" 4 Ti I
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ly
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LEGEND
-X
Exisst ROW
PARCEL BOUNDARY
L icensed Areo
PROPOSED FENCE SAWCUT
F}LL SLOPE CATCH
POINT CUT SLOPE CATCH
POINT
1-710 FIRE8TONE Blvd 88 0N-RAMP
MODIFICATION PROJECT PS&E
FEDERAL PROJECT No. HP21L-5257(036)
EA 07-308301
PROJECT 10 0714000239
CITY OF 80UTH (IATE PROJECT No. 354-ST
LADWP PILE No. P-103429
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Attachment C
Agenda Bill 04/14/26
I[:RMA
INDEPENDENT CITIES RISK MANAGEMENT AUTHORITY
4 750 Creekside Oaks Drive, Suite 200 i Sacramento, CA 95833 www.icrma.orq
LIABILITY PROGRAM
Additional Covered Party
Certificate Number: 2026-200
Certificate Holder: Los Angeles Department of Water and Power 111 N Hope St, Room 465
Los Angeles, CA 90012
Covered Party: City of South Gate
Description of
Covered Activity: As respects License Agreement P-103429 for the term of 04/14/2026 through 04/14/2028 . The Certificate Holder is included as an Additional Covered Party with regard to any negligent acts or omissions of the Covered Member, its employees, and its elected or appointed officials.
Memorandum of
Coverage Number: ICRMA GL 2026 Effective Date: 7/al/25 Expiration Date: 7/1/26 Limits: $5,000,000 (per occurrence)
Member Retained "$500,000
Limit (MRL):
The Following
Coverage is in
effect:
General and automobile liability as defined in the memorandum of coverage on file with the covered parky named above. Sexual misconduct not specifically excluded for the city.
This is to certify that the coverage listed above has been issued to the Covered Party named above for the coverage period indicated, notwithstanding any requirement, term, or condition of any contract or other document with respect to which this certificate may be issued or may pertain. The coverage afforded as described herein is subject to all the terms, exclusions, and conditions of the Liability Memorandum of Coverage of the ICRMA, which is available for your review upon request.
Pursuant to the definition of Covered Parl in the Liability Memorandum of Coverage, the certificate holder named above is an additional covered parky for covered claims arising out of the covered activity stated above and is subject to the limits stated above. "Such limits are inclusive of the city's MRL.
Coverage is in effect from 12:01 a.m. Pacific Standard Time of effective date to 12:01 a.m. Pacific Standard Time of expiration date as stated above and will not be canceled, limited, or allowed to expire except upon 30-day notice to the certificate holder.
Date Issued:
Renewal:
03/1 8/2026
Yes
Authorized Representative Signature:
ICRMA Executive 'Director
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Item No. 8
!'iPR I'l 8 2i):j!i
CUy of South Gate
CITY COUNCIL
AGENDA BJ[LL
For the Regular Meeting of: April 14, 2026
Ori a a Department: Public Works
Department Director:
SUBJECT: CONTRACT CHANGE ORDERS NOS. 15 AND 16 TO CONTRACT NO. 2024-56-CC WITH SEQUEL CONTRACTORS, INC., FOR THE CONSTRUCTION OF THE TWEEDY MILE COMPLETE STREETS PROJECT, CITY PROJECT NO. 614-ST, FEDERAL PROJECT NOS. ATPL-5257 (039)
PURPOSE: To approve Contract, Change Orders ("CCO") Nos. 15 and 16 to Contract No. 2024- 56-CC to close out and prepare for final payments for the construction of the Tweedy Mile Complete Streets Project.
RECOMMENDED ACTIONS: The City Council will consider:
a. Approving CCO No. 15 to Contract No. 2024-56-CC with Sequel Contractors, Inc., to 'fund the accelerated construction schedule of 145 working days previously approved by the City Council at the time of contract award of the Tweedy Mile Complete Streets Project, City Project No. 614-ST, for an amount not to $350,000; and b. Approving CCO No. 16 to Contract No. 2024-56-CC with Sequel Contractors, Inc., to reconcile final construction quantities, including bid item overs and underruns, for the Tweedy Mile Complete Streets Project, City Project No. 614-ST., in an amount not to exceed $144,793; and
c. Appropriating $500,000 in Proposition C Funds to fund the cost of Contract Change Orders Nos. 15 and 16, and staff time for the Tweedy Mile Complete Streets Project, City Project No. 614-ST; and
d. Authorizing the City Manager to execute Contract Change Order Nos. 15 and 16.
FISCAL IMPACT: There is no impact to the General Fund. Contract Change Orders Nos. 15 and 16 are in the amounts of $350,000 and $144,793, respectively, and they will be funded from the $500,000 Proposition C Funds recommended herein to be appropriated. The proposed project budget is summarized below.
Project Senices ATPL Measure R Prop C SBI Measure W Gas Tax Total Budget Design $225,000 $479,506 $704,506
Constmction Contact $4,442,940 $200,000 $2,030,828 $671,407 $400,000 $7,7 45,175 Constniction Management $177,060 $257,631 $200,000 $634,691 Staff Time $25,000 $75,000 $100,000
CCO No. 1 to CCO No. 14 $265,564 $330,593 70,494 $666,651 CCO No. 15 $350,000 $350,000
CCO No. 16 $144,793 $144,793
Total $4,620,000 $200,000 $3,298,816 $1,202,000 $400,000 $625,000 $10,345,816 l
324
ANALYSIS: Construction of the Tweedy Mile Complete Streets Project is completed, and final construction costs have been reconciled. Two change orders are needed to fully fund construction costs. A summary of the change orders is listed below:
* CCONo.l5:Atthetimeofcontractaward,theCityCouncilapproveda$350,000incentive to complete constniction on an accelerated schedule of 145 working days. The incentive was included in the contractor's bid. The contractor met this obligation thus payment is now due.
CCO No. 15 will authorize payment.
* CCO No. 16: Reflects final payment adjustments based on the actual quantities of work constructed compared to the original bid item estimates. As is typical in construction, some bid items resulted in over-runs where field conditions required more work than anticipated, while others resulted in under-runs where less work was needed. The net effect of these quantity adjustments across all bid items results in a total increase not to exceed $144,793 for the project.
The total in change-order costs is $494,793, which will be funded by the proposed $500,000 Proposition C appropriation. The balance will be used to cover staff time and project-related costs.
BACKGRO{JND: Construction of the Tweedy Mile Complete Streets Project has been completed.
The project delivered safely, traffic circulation, landscaping, and beautification improvements along Tweedy Boulevard from Dearborn Avenue to Dorothy Avenue.
The improvements enhance pedestrian and traffic safety, improve access to public transit and bicycle facilities, address deferred maintenance, and provide overall quality-of-life benefits to the corridor. Work included pavement rehabilitation; new sidewalks and ADA-compliant curb ramps; enhanced crosswalks, including four flashing beacon crossings; traffic calming features such as curb extensions and mid-block bulbouts; upgraded signage; replacement of street fiirniture and bus stop amenities; new landscaping; installation of sharrows; and new bicycle racks.
On July 9, 2024, the City Council awarded Contract No. 2024-56-CC to Sequel Contractors Inc., for the construction of the Project in the amount of $7,745,175. The City Council also authorized the City Manager to approved change orders administratively up to an amount of $800,000.
To date, a total of 14 CCOs to Contract No. 2024-56-CC were approved administratively, totaling $666,651, and fully fiinded with budgeted fiinds. The CCOs are summarized below:
@ CCO No. I was approved in the amount of $1,362. Work included the following: The procurement of 32 additional pedestrian signs in Spanish for the use of the project. * CCO No. 2 was approved in the amount of $120,511 to remove and replace all pavers at the crosswalks along Tweedy Boulevard between Dearborn Avenue and Dorothy Avenue. * CCO No. 3 was approved in the amount of $7,705 to adjust a catch basin on the north side of Tweedy Boulevard, east of San Vicente Avenue, to match the new sidewalk grade. * CCO No. 4 was approved in the amount of $20,000 to remove a rusted streetlight at the northwest corner of San Gabriel Avenue and install a new foundation for a City-furnished replacement.
2 325
* CCO No. 5 was approved in the amount of $1,766 to install drainage grates and pipes to prevent water from pooling on the new sidewalks.
* CCO No. 6 was approved in the amount of $1,931 to remove an old foundation discovered during streetlight relocation at Tweedy Boulevard and Virginia Avenue. * CCO No. 7 was approved in the amount of $88,425 to remove unexpected concrete found beneath the roadway so new asphalt could be installed at the required thickness. * CCO No. 8 was approved in the amount of $117,507 to construct five concrete bus pads in place of standard asphalt for improved durability. * CCO No. 9 was approved in the amount of $84,074 to remove existing concrete at bulbouts and parklets to allow construction per plans.
* CCO No. 10 was approved at no cost to complete additional paving work at select locations due to paver removal; the contractor was granted four additional working days. @ CCO No. 11 was approved in the amount of $2,376 to update wayfinding signs to include the City logo and revised colors.
* CCO No. 12 was approved in the amount of $97,476 to add striping, including high- visibility crosswalks, following removal of pavers. * CCO No. 13 was approved in the amount of $32,274 to install artificial vines, replace damaged trellis panels, and add landscaping east of California Avenue. * CCO No. 14 was approved in the amount of $91,250 to install three City logos at California Avenue, Otis Street, and Alexander Avenue.
Construction of the Project began on August 12, 2024, and was completed on May 30, 2025.
ATT ACHMENTS: A.
B.
C.
D.
Contract Change Order No. 15
Change Order No. 16
Contract Change Order Nos. I to 14
Contract No. 2024-56-CC
- Agenda Item No. 5 - 07/09/2024*
- Summary of Change Orders
*Each document is available for review through the City Clerk's Office.
JL:ky
326
Attachment A
Agenda Bill 04/14/26
City of South Gate, Public Works Department
Contract Change Order
6 s2!th
@ate
Date January12,2026 ChangeOrderNo. 015
Contractor Setluel Contractors, Inc. Account Code
Contract Date July e, 2024
Plan Reference
AccounUContract No. 31'l-790-31-9585
City Contract No. 2024-56-CC
ChangeOrderAmount $350,000.00 ExtensionofContract,ifwarrantedQworkingdays Reason for Change: Per the contract documents and Addendum No. 3 approved by City Council, the bid schedule Is amended to include, accelerated schedule whlcli required the project to be completed with in one hundred forty-five (145) working days instead of the one liundred eighty (180) working days, a reduction of thirty five (35) working days, per the comractors decreased bid amount.
DescrlptionofChange: Thecontractorwillbecompensatedthedecreasedbidamountasapproveddurlngthecontractawarding proe,ass in the amount of $350,000.00.
First wotking day 8/12/24 and completion or projat,t on 5/30/25.
Original Contract Amount
Total of previous autliorized Change Orders
New Cl'iange Order Amount
New Contract Amount
7,745,175.00
666,650.46
350,000.00
8,781 ,825.46
The Changes described above are hereby authorized.
Approved: Januaryl2, 2026
Construction Manager
Sequel Contractors, Inc.
Cant tor
01/'19/26
By Authorized Agent
Assistant City Manager/Director of Public Works
City Manager
Original - Project File
CC: - Contractor
- Department
327
Attachment B
Agenda Bill 04/14/26
City of South Gate, Public Works Department
Contract Change Order 52!ath
sate
Date March25,2026 ChangeOrderNo. 016 Account/ContractNo.311-790-31-9585 Contractor Sequel Contractors, Inc. Account Code
Contract Date July 9, 2024 City Contract No. 2024-56-CC Plan Reference
Change Order Amount $144,792.65 Extension of Contract, if warranted O working days Reason for Change: Construction of the project is completed. Actual constructionn quantities have been tabuleted for the project at the acutual unit cost per original contract..
Description of Change: All construction bid items are closed and the overruns and underruns quantities have been tabulated as constructed per the project bids.
Original Contract Amount
Total of previous authorized Change Orders
New Change Order Amount
New Contract Amount
7,745,175.00
1 ,016,650.46
144,792.65
8,906,618.1i
The Changes described above are hereby authorized.
Approved: March 25, 2026
Construction Manager Contractor
Sequel Contractors, Inc.
Project Manager By Authorized Agent
Assistant City Manager/Director of Public Works
City Manager
Original - Project File
CC: - Contractor
- Department
328
Attachment C
Agenda Bill 04/1
City of South Gate, Public Works Department
Contract Change Order
6 S3't&
GW '
Date September9,2024 ChangeOrderNo. O01
Contractor Sequel Contractors, Inc. Account Code
Contract Date July 9. 2024
Plan Refeierice
Account/Contracf No. 311-790-31-9585
City Contract No. 2024-56-CC
ChangeOrderAmoun! $1,3Bl.a29 Extension.,ofContract,lfwarranted,Oworkingdays Reason for Change Due to the amount of pedestrian traffk, and sidewalk Work,,additional pedestrtan si(;lns to be in Spaniih,Were requQstea by'the cite,.
Dest,ription of Change C+ontractor is to procure 32 addrti6ri;qt ped0esjrlqn sigris in Spanish for use on the pr6jee,i. Ail signs will bbcome the property of ttie ci(y of South Ciatb #hen no longer necessary for the project.
Original Ciontract Amount
To(al qr pr@vioiJs authorized Change Orders
aNew Cihange Order Amount
New Contract Amount
7,745,175.00
i,381,23
7,74ei,536,2'l
The Changes described above are hereby authorized.
Approved: Sep!ember 9, 2024.
ProQt Mapager
Original - Project File
CC: - Contrac(or
- Department
Sequel Contractors, lnc.
Contractor
By Authorized Agenf
329
SEQUEL CONTRACTORS, iNC.
28548 IMPERIAIHIGHWAY
SANT A PE SPFIINGS, CA 90670
Pheinei (562) 802-7;!27
CHANGE ORDER. REQUEST
OW+lel'i Cit%ltifSouthGate
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1 330
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SAFETYI,.
Main Offlae:
18310 5tl'i Street Chlno Os 9"l?"i0
Tel (909) 69'l-178i
Escondldo Office:
820 W, Grand Ave Escondldo Os 92025
Tel (780) 746-2250
Sacramento Office:
95'lO Jacksoh Rd. 8acinmento Oa 95827
Tel (916) 273-'i800
8ALE8 0RDER Orlglnal
Bales Order No.
8aIea Order Date:
8hlp Date:
Customer No,i
Pa kW, No,:
tJe No,i
166184
09/03/2024
09/0612024
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Page I of 1
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NET 30 ACOOUNT8
PLEA8E DO NOT PAYTHle ORDER
WAIT F-OR INVO!(,E TO P AY
8a!oh Employs:
Contact Name:
Telep!ions:
Tertns:
Abde( Ramos
Danle( Bustamonte
662-802-7227
NET 30
Ship Vlai OurTruc( Oancallath5h Date:
Oanaelled
10/08/2024
No
Remarks: Elased On Sales Quotetiona 47008.
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Prlnt Name
Date
8ubtobal
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Tbtal OrderValue
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City of South Gate, Public Works Department
Contract Change Order S#adiGate
Date November2'l,2024 ChangeOrderNo. OO:
Contractor Sequel Contractors. Inc. Account Code
Contract Dafe July 9, 2024
Plan Reference
Account/Contract No. 311-790-3al-9585
Citv Contract No.
Ct)angeOrderAmount $120,510.45 ExtensionofContract,ifwarrantedJWorkir)gdays Reason for (5hange: Requestforth6 removal ofaall cFosBwalk pavers within the project'llmits-or'the Tweedy Mile project.
Descriptior)ofChange ContractoristoremoveallcrossWalkpaver'@,sandandconcretebanstoaminimumdepthof4".
Contractor to place AC 'Type B mix in place of i'emoved pavers. See the attached spreadsheet.for theestimateel breakdown of costs. Twenty (20) w6rking days will be added to the accelerated schedule only.
OriginalContractAmount $ 7,745,'175.00
Total of previous authorized Change Orders
New Change Order Amourit
New Contract Amount
1,38-1.23
120,5jO.45
7,867,a46.68
The Changes described above are hereby authorized.
Approved: November 2'l, 2024.
Original - Project File
CC: - Contractor
- Deparhent
Sequel Contractors, lnc.
Contractor
ByAuthorizedAgent D,nie, Bustamante,
Project Manager
"l 1!22/24
10 333
- '-"- Cli'YOrSOUTHGATE
TWEEDY MILE COMPLETE STREETS
C_H,!N_GE ORI)ER ThlO. ? CCST ESTIM4_TF.3'g'ER REMCI/AL !1
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23)1 ' DaffEB1DITEM #24-CONSTRUCT PAVERCROSSWAL).; a,sso SF $65.00 -iSaO,450.0€}
2.02 '
mCREASE BID ITEM #S - DEMOLITION/LINCIASSIRED EXCAVATION FORPAVERS & SAND ONLY, 4a DEPTH 206 CY $420.OQ $86,52C1.00
2.03 a
INCREASE sroms #4- rrr:sovi-ylsrisapwsrt cpossVvptxpur5 cohsrnucre,rpc f'AVEMEN'T(TYPEe-PG:64=IG) BA!V3eOkME F6RP'/'V,ER'B4N6SONl'/(4,71ajF) 4,710 5F $35.00 $1fi,850.Oq
1a4 CQN!>TR!ICT 4' AC PAgE%lENT (m"Ea-P(;i 64ffilD) BASE COuRSE 2aa TON $150.00 !I43;20€t.00
2.05 " INCREASE BID 17Er-% #,9 - CONSTRuCT2.5'ARHM-GG PAVEMENTOVERlA'l sg=i TON $14;!00 $55,974,U lfJ6 aoorrlosx7tuu-;ic cogdoc(;io oxvs) 20 EA $2,0!iffi.8;! $41;176;40 lrlT SAW!_tnTiNG OF EXSITING CONCRETE BAND (10 DA'/S) 1 LS $23,750.00 .$23,750.(10 10!1 COID MILLIN(i 1.5" Ae 4,7€ll SF 4tOQ $4,701.00
109 NF'WLYCONSTRuCtED CRO5SWALkS - COMPLET'EDWORk" 1 15 $44,00QJ)0 $ a4,00CI:DO '2.10 HIGHVISIBl[lTYCRO5SWALK(181 4,701 5F S30.00 $141,030.00
2.1 1 Wqg.MAN/%GE%ENT.DlJQFEES(1400/load)-RAYO(!!3'l5/Iaad)DIFFoff405. 2%@f (ITEMa2;02)-27tOAQ5.$405+ {5%=$465.7S
27 EA j465.75 $12,575.25
112
EXTRA HAUL WASTE MANAGEMtNT IS A i20'MlNuTE ROUND TRIP, CO%PA;ED TO R/!YO WHICH IS A 25 xixurttiou+vorpip. oippThp ins MINUTES EIER uoob. BASEDON THE FIIRTHER Hhu( i.s r0ucaxnt-Heebeo."rqy*Lopt-srgu6-sxzi M's=i4'i,'azs
1 EA Ui_ia>a.oo $31,878.a0
2.13 1040 AND HAklL/D190SE-OF CIIRRENT-STOCKPiLED PAVERS (apptox 22ey) $405 x3 = $1215 DUMPS inda$420 +thZ50 (Y = 4Q,4Sb = $10,665 /3 - €_i,5j5 3 b $3,555;€10 !!10.66S.00
lid TEMP STRIPE CROSSWALKS (i eOQ PAINT) 1 LS $50,580.00 SIO,!!10.00 115 SUPERVISION -'FOREMAN +TRUCK != 41,306.% = 15K($196.04)X20 DAVS t L5 $30,060.00 ;_3p,Oso.oo TOTAL -$i;!)5iO.45
AdditionalnumbsroTwarklngdaysrorpavamehtremoValls Ths20warkingdayswillonlybeaddedkotheaccelerstedschsdulewhkhwlll nowbe Zemwotklngdiiyswlllbeaddedto!hecontractUmeofl8oviorkin(ldayt.
Nate;Uhitptlceswhictvrenotcomractbiditernshavebsenagreeduponbythecomractorand.c%. guantiiiesareoniyanesuma>anawi)ibeyeaietiiri the Tield rot the acbml quantitieslncorp@ra'ted into the wo(%. ' - llnit pnce per bid proposal
a' - Estimated compleUoii amount per construcklon managemenk 11 334
City of South Gate, Public Works Department
Contract Change Order !ot?th
Gate
Date January 9, 2 €)25 Change Order No. 003 Account/Comract No 3'l1-790-31-9585 Contractor Sequel Contractors, Inc. Account Code
Contract Date July 9, 2024 City Contract No. 2024-56-CC Plan Reference
Change Order Amount $7,704.53 Extension of Contract, if warranted Qworklng days Reason for Change: Project plans calf for new decorative sidewalk to ire constructed and match tie in points and meet ADA slope require'ments. Due to the new elevation of the sidewalk, the existing cab;h basin top will be higher and cause a poFentia! tripping hazard for pedestrians. The top of the catch basin y,ill need [o be lowered to match the new.sidewalk grAdn, a DescripUonofChange Contractoristoremoveandre@onstrut,tthetoppprtionpftheexistingcatch basinatStption98+50 left, and reconstruct the top of ihe catch basin a minimum of6" thick and dowel into the exisffng walls of the catcti banin. A estimate of the Work along with the contractor cost is in the pr6ject filds, Original ContractAmount 7,7 45,175.00
Total of previous authorized Change Orders 121,871.68
New Change OrderAmount s 7,704.53
New ContractAmount 7,87 4,751 .2i
The Changes described above are §ereby authorized.
Approved: January9, 2025.
Construction Manager
Seque! Contractors, Inc.
Contractor
JJ,=jLLA 01!'13/25
Project Manager B)/ Authorized Agent
Assistant City Manager/Director of Public Works
Original - Project File
CC: - Contractor
- Department
t7,
335
Cityof South Gate,Rubl?aWorks.Deparfment
Contract Change Order
Date February 26. 2025 Cliange Order No. 004 Account/ContractNo. 311-790-31-9585 Contractor Sequel Contractors. Inc. Account Code
Contract Date Jufy 9. 2024 City Contract No.
Plan Reference
Change Order Amount $20.000.00 Extension of Con(ract, if warranted Qworking days Reason for Change: The proiecf calls for new sidewalk and curb ramps to be construt,ted. During demo and consfru:.tion of new concrete, it was discovered that the existing stee1 stree!light pole ;at the norihwest comer of San Gabriel ii rusted and has holes atthe base of the pole and poses a safety COnCem. It WaS recommended tO rei:ilace the p(:ile With a spare from (he crty yard.
Deiscrip(iOn 'oj CF)anele Contractor is to remove the steet pore and existinq foundation cornptete and fepour a new foundation with new conduit and wi(ing to the axis!ing pull box. Contractor is to install the newpo(e provided by the city complete with luminaire and street riarne sign in ptace.
Original ContractAmount 7,745,i75.00
Total of previpus authoriz,ed Change Orders
New C,hange C)rderAmount
129,5716.21
25,000.00
New Contract Amount 7,894,751.21
The Changes described above are hereby authorized. maiiiinffi
Approved: February26, 2025.
Assistant City Wotks
City Manager
Sequel Contractors, Inc.
Contract ' . ,
0;/27 /25
By Authorized Agent
Original - Project File
CC: - Confractor
- Department
l-')
336
City of South Gate, Public Works Departinent
Contract Change Order
6 SfGa!te5
Date February 26, 2025 Change Order No. 005 Account/Contract No. 311-790-31-9585 Contractor Sequel Contractors. Inc. Account Code
Contract Date July 9, 2024 CiW Contract No.
Plan Reference
ChangeOrderAmourlt $1.765.27 ExtensionofContract,ifwarrantedQworkingdays Reason for Change: 'The pr(i}ect calls for riew decorative sidewalk to be constructed at various locations. Due to elevation issues, !he sidewalk can not be constructed to drain towards the street as the sidewalk slope is a revers(, falt towards' the businesses. Drainage gra(es and pips must be installed to collect the water and direct it through the existing curb and gutter.
DescriptionofChanqe Contractoristo'installvarlousdrainaqeqtatesandpipeintothe.newsidewaandinstallthe pipe out through the existing curb and gutter. The contractor is to coreihrough the existirtg curb in order to outletthe pipe and drain into the streets.
Original ContractAmount 7,745,175.00
Total of previous authorized Change Orders
New Change Order Amount
Nevi Contract Amoun't
'149,576.2i
i,765.27
7,896,516.48
The Changes described above are hereby authorized.
4pproved:
City Manager
February 26, 2025.
Sequel Contractors, lnc.
Contractor
By Authorized Agent
,02J27/25
Original - Project File
CC: - Contractor
- Department
1(-l
337
City ofSouth Gate, Pubiic-Works Department
Contract Change Order
6 !,oQ%h
Date Aprill8,2025 ChanqeOrderNo. 006
Contractor Sequel Contractors. Inc. Account Code
Contract Date July 9. 2024
Plan Reference
Account/Contract No. 3Tl-790-31-9585
City Contract No. 2024-56-CC
Change Order Amount $al.930.29 Extension of Contract, if yvarranted J workir)g days Reason for Change: The contract catls for relocation ofegtsUng street lights due fo bulb outs at various lo.cations. This work requires the removal of the old foundation once refocations.are completa. An additional unknown buried foundation Was round during the reilocation of the street right atTweedy and Virgin!ei.
DescriptionofChanqe: Contractoristoremovetheadditiona!foundatroninordertocompleteitheworktprelocetetheexistinq street light.complete in place mth new conduit and pull box.
Original ContractAmount
Total of previous authorized Ciiange Orders
New Change Order Amount
§ew Contract Amount
7,745,175.00
151,34t48
1930.29
7,89B,446.77
The Changes described above are hereby authorized.
Approved: April 16. 2025
Cormtiuction Manager
Project Anager
Assistant of Public Works
City Manager
Original - Project File
CC: - Contractor
- Department
Seque[ Contractors, Inc.
Contractor
.04/24725
By Authorized Agent
338
City of South Gate, Public Works Department
Contract Change Order
0 S;u'th
(;ate
Date April 16, 2025 Change Order No. 007 Account/ContractNo. 311-790-31-9585 Contractor Sequel Contractors. Inc. Account Code
Contract Date July 9. 2024 City Contract No. 2024-56-CC Plan Reference
ChangeOrd0rAmount $88,424.57 Extens?onofContract,ifwarranted4workingdays ReasonforChange:Thecon'tractcallsforthecor)tractortogrind2.51nchesofasphalipavemerit'qlongtheTweedyMileproiect limits. DurlngdeepliftconstructionPCCpavementwasencounteredan6ffllsoconfirmedbyasbuiltplanst5bewithinthe
2.5 inches grind section.
DescriptionofChanqe: C;ontractoristoqrindtheasphaltconereteandPCCpavementloqetherwhmeenbountered.whichwlllbe hauled off and disposed of at a separate location. Due to the grinding combination of AC and PC(, pavement an additional cost will be incurred.
Original ContractAmount z,z4s,izs.oo
Total of previous authorized Change Orders 153,271.77 New Change Order Amount 88,424.57
New ContractAmount 7,988,87'l.34
The Changes described above are hereby authorized.
Approved: April 16, 2025
Construction Manager
gL : -' ""
I ! - l'a
ProJectAranager
Assistant C ir of Public Works
Sequel Contractors, Inc.
Contracto
By Authorized Agent
04/24/25
I
lnE
)!
ier:
A _/
)i €i
l
i
!
Original - Proiect File
CC: - Contractor
- Department
1(Z)
339
Thursday 3/20125
Monday 3/24725
Tuisday 3/25/25
dnesday 3126/2S
'7%Q: €i:iQ[iajr:,'
B2+50't699*4
9!)+46 tet8;!+50
j9*46 tolll+58
111 +58 ro 122-i90
ffl +58 to i22+'l0
San Gabriel tg SanViil4enfi
5an Vincenli to'!;an Gabriel
Malisonlo Alekand4r
Akixqnderto 5oyothy
ATexanderto Elorothy
EB
M!
EB and WB
Eel snd II
EB and WB
Total Squara %otage of PCC
1,6%
liFi9Q
1,212
1,132
1132
. af'*"jF
6,9=17
1,410
13,560
5,320
6,384
33,61i
Total 5quare Fst of PCC Giindlhg
ContractorRequesHng uniteostperSF
Total Cost for gnnding
Subco(itractorMarkup SoA
1% Bond
Total CCO AmountofPCC GSnding
33,621.00
1141
$83,380.08
j4,169.00
U75.49
Sea,424.57
ll
340
City of South Gate, Public Works Department
Contract Change Order Sruth
(,at-e
Date April 16, 2025 Chang,e Order No. 008
Contractor Sequel Contract6rs, Inc. Account C6de
Contract Date July 9, 2024
Pian Reference
Account/Contract No. 311-790-31-9585
City Contract No, 2C124-56-CC
ChangeOrderAmount $117,506.82 ExtensionofContract,ifwarrar)tedJworkingdays Reasorl for Change: Request for the addition of concrete bus pads within the p(oject limits of the Tweedy.Mile prpject at five (5) locations. See the attached spreadsheet for the estimated breakdown of cogts.
DescriptionofChanqe Removalofexistii'iqasphaltandconcreteto6minimumdepthofl4inches.Coni,ye.tBinchhsof crushed miscellaneous base material and 8 inches of concrete pavement.
Original Contract Amount
Total of previous authorized Change Orders
New Change Order Amount
New Contract Amount
'y,rns,iys.oo
241,696,34
fl7,506.62
8,104,377.98
The Changes described above are hereby aiithorfzed.
Approved: April 16. 2025
Construction Manager
Project'4anager
!l 0
Assistant ty n
ij
li
!r/[i
1. ffl
aublic Works
Sequel Contractors, Inc.
Contractor
;9,,=,!1,, 04!24/25
By Authorized Agent
City Manager
Original - Project File
CC: - Contractor
- Department
341
CITY OF SOUTH GATE TWEEDY MILE COMPIETE STREETS
CHANGE ORDER N0. 6 COST ESTIMATE - CONCRETE BUS PADS (5 LOCATIONS) .fflfflnfflffflfflgfflanfflmffliffll&liifflffllfflffllllalllaffi- -fflilnfflffiffiiffi_ alia fflaffllfflffimffi ..jall:.'_.- _..' ffiM#:I:f:#i-*'71 kl%!W!31JXJt'lTNMMjilf'J-JI.'lA. 411);'!;")'-i!!kM'U!Clli ttNRflkMl'lNjll 1!l.lAt'.JWl!H(,'It?:' jtJjNamA'!if' n!kal4#N- 'ffifif'{fl';j: )l%l%p,'J}'72)?J"fffl%J@,@pNThi??.lAThr.!!%IK;!'7f(X:?lThW € :G{.liYWffffiTfiP'f&a&i"Win"' -"'a'f"""" .DI .'§il4#fl*laAN I&Wli I '- I s _ - : _ -} l _l r_'-i ' !2 _ _'-i _ -'as __' * _ _ - _s A_ . + _ _s = ;_ -hi-' ale:' aii;' :" "o"'lai j au&:'sa;.{e i:'.tJi \ '.-ai.
l'.i:J"y..o,-8 '4:it i(%a ,.l'l
L;:
k ii
yi
at!
J% '.-.
) (":,-. %'_- 'H a f. :' . i. y,' f (::.7, = ai -_
;.aL.,,m;x,rr.(a,L"!;:i':a"":'."Ji.-';='.'.a ':=-;-_":,':1-= ..__i !ht , ,L! iia'_.:=l_' i,ii_,Qi,,, ._,* ,,"I pg 1.1@All,, o_{li,,x- "l:,-,.,," 1 Form and pour bus pads viith a 5,000 psi mix - %artinez Concrete 4,000 SF flE.78 2 Su5grade 4,ODD SF $1.50
3 Slot pave viith 2-sack sluriy 14 CY $440.00
4 Saw cut PCC 3 DAYS $2,375.00
s Breaking of PCC pavement 24 HOURS $500.00
6 Daily (.lqsurewith an arrow board (5 locationsat 9 days) 45 EACH $4%.S5 7 Mobilije/Demobillze Ejicavat6r 1 LS !34oo.oo
8 Supervision (foreman andtruck) 7 DAVS S1503.(X)
Esiimated Tot
Note: Addrtkina( numberof vtorktng days for thkwork rs 6 Workbng days. llnttprices which are mtconkadpM jtemshaVe been agr*d upon bythe cantraaorond c%. Qumtffies ore only on esrbnate andwrll be verffiedrn the field foi the aualqtmn{Mes rncotporated into me work.
AddLNonal work%btd items to b& paid undetMd line ftpms /or he follovAng:
B(d Item 5 Demo,lrfionAJndasslfied E<cavatfon - 203.46 CY B(d Item 20 Unclasstfied Frl{- 7%4 CV
DeleNon ofrematntng brd item 67 Remrive Exiskmg/Construct9.S' AC (Type B-PG 64-10) Pavemen( Rep* - t,87 1.00 SF IR
342
@iipinix4
City of South Gate, Public Works Department
Contract Change Order
Date May 6, 2025 Change Order No. 009
Contractor Sequel Contractors. Inc. Account Code
Contract Date July 9, 2024
Plan Reference
AccounUContract No. 311-790-31-9585
City ContracLNo. 2024-56-CC
ChangeOrderAmount $84,073.92 ExtensionofContract,ifwarrahteid6Workingdays Reason jor Change: The contract calls for removal of deep lifi areas at various locations where bulbouts and parklets were constructed. PCC pavement was encountered and not shown on the plans. This PCC must be removed in order to complete the deep lift work.
Description of (,hange: Contractor is to remove the,PCC pavement encountered at all deep lift areas in order to complete the deep lifl sections,
Original Contract Amount
Total of previous authorized Change Orders
NewChange Order Amount
New Contract Amount
7,745,175.00
359,202.96
84,073.92
8;188,451.88
The Changes d'escribed above are hereby authorized.
Approved: May 6, 2025
Sequel Contractors, lnc.
Contractor
ByAu'horizedAgen' [)anielBustomante 05/12/25
City Manager
Original - Project File
CC: - Contractor
- Department
20 343
;';:-,':.('F.."'7:0@-m'5igTOj'4,gj:p:6-p-j4pj-l.Q,l@,p'.;@itQfQ =,r.=;.:,,:,sa;ea=:a-gazsrs.sm,hg.er.v:iaiaaii
i. !-i'- € Th T --000- i
i§2 €= ;:';-:;:
@163[},;
(:mm,4WJ:. '- o- 1 Wa aV , -' " (" _
't,' i.. .y-.6, a+_aja i5 l,'A'l :, a-t. 3__j.,_,1
%
I * ' ! '; ;,,' . * Nl '
f5i,7,311)5
R'@=T..
*a a - ""'( i,,"l
2'ax':':ar' \<
ffi,,"germ
!l,%tiQ.'%"'
'm."'W,"""T,"'a'il'
I;X.i)a=?;:!
.'l@,
ii3. , ,,
i.a'44,ljJ. _=+_1
i
9i
'e;
>lly
43!l--as-{
!, _A,
0§
g(p-=-
@"aa"7,64,'j
10/10!a024 3.1 $10,005.57 4 0.50
10/9/2024 4 $8,951.89 4 0.50
10/8/2024 5.1 $12,116.63 4 0,50
10/7/2024 6.1 $3il8s.98 4 0.50
1/10/2025 7.1 $12,027.03 3 0.37Ei
1/13/2025 B.1 $3,506.78 3 0.375
1/14/2025 9.1 $3,422.13 3 0.375
1/15/2025 10,1 $4,774.81 3 0.375
1/16/2025 11.1 $3,308.95 3 0.375
1/17/2025 12.1 $3,752.69 3 0.375
1/20/2025 13.i $3,654.33 3 0.375
1/21/2025 14.1 $3,985,38 3 0.375
1122/2025 15.1 $3,752.69 3 0.375
1/23/2025 16.1 $3,729.88 3 0.375
1/27/2025 17.1 $3,901,29 3 0.375
TotalCostofExtraWork= $84,073..!>a NumberofDays 6.125 Note: Contractoragreedmaddit!onaltFmeintheamountofFiworkingdays Revisions to art@a[tlcketssubmmeMorhours, ratesvAdi flnalagreementon cosits andhoum Al[batkup dOCumentSlreCerptS rOrrenfEllS, tiCketS, MdmlCkingin rlrO)eCtfileS 21 344
City of South Gate, Public Works Department
Contract Change Order Smth
(3ate
Date Ma 20. 2025 Change Order No. 010
Contractor Sequef Contractors. Inc. Accounk Code
Contract-Date July 9. 2024
Plan Reference
Account/Contract No. 311-790-:31-9585
CitV Contract No. 2024-56-CC
ChangeOrderAmount $0.00 Exter)sio(iofContract,ifwarrantedjwotkingdays ReasonforChange:Thecontractr,allsforcoldmilllngand-asp)ialtpavingfortheentire:Iengthoftheprojectan44tdestreets adJacentto Tweedy Boulevard. Additonal cold mllling arid paving at thre'e (3) signalized intersections was required due to the removal fo the pavers which was notshown on the plans.
Description of Change: The contractor will receive four (4) affditional contract days to be added for the work which was on the critical path ofthe schedule at no additional compensation.
Original ContractAmount
Total of previous authorized Change Orders
New Change OrderAmount
New Contract Amount
7,745,'175.00
443,276.88
8;188,45188
The Changis aescribed above are hereby authorized.
Approved: May 20, 2025
Sequel Contractors, Inc.
Contractor
05/27/25
By Authorized Agent
Works
Original - Projed File
CC: - Contractor
- Department
:2>
345
City of South Gate, Public Works Department
Co-n-t-rffl-ct Cha-n- g- e Order sWthgate
Date June2,2025 ChangeOrderNo. 011
Contractor Sequel Contractors, Inc. Account Code
Contract Date July 9, 2024
Plan Reference
AccounUContract No. 31 '1-790-31-9585
City Contract No. 2024-56-CC
Change Order Amount $2,375.52 Extensiori of Coritrac(, if warrarited j working days ReasonforChange:Thecontractcallsforthecontractortoinstall"Wayfinding"signspertheprojectplansand...providealayout and mockup. City requested changes to the design layout of the signs to the new city logo arid colors.
Descriptiori of Change: The contractor is to make the design changes per approved mockup wifFi the neyv Ipgo and city colors.
The desigri change and, the integration of the city Iogo added an additiohal cost of $20.00 per sign ptus markups.(i21..21 per sign with markups, 1'l2 signs total5 Due to the changes, additional submittals and approvals resulted in delays to the signfabrication.
Ori(;)inal Contract Amount
Total of previous authorized Change Orders
New Change Order Amount
New Contract Amount
7,745,175.00
443,276.88
2,375.52
8,190,827.40
The Changes described above are hereby authorized.
Approved: June 2, 2025
a(
ui
Assistartt6F4i re'ThorofPublicWorks
Ci(y Managefr
Original - Project File
CC: - Contractor
- Department
Sequel Contractors, Inc.
Contractor
Oa'iB/2!5
By Authorized Agent
346
City of South Gate, Public Works Department
Contract Change Order SS'ath
'Gak*
Date Auqust4.2025 ChangeOrderNo. 012
Contractor Sequel Contractors, Inc. Account Code
Contract Date July 9, 2024
AccounUContract No. 311-790-31-9585
City Contract No. 2024-56-CO
Plan Reference
Change Order Amount $97,475.08 Extension of Contract, ifwarranted Q working days Reason for Change: The quantity for ihe continental crosswalk striping in CCO no 2 was underestirr)ated and has overrun. The original crosswaikstripin(J is to be dele6etl outofthe LS item and additional stripl(ig For-3 additionaistrhets isto be aaded. The cpntractor is t6 credit the city for deletir)g outthe concrete.rootings forthe roadway signs. Sign relocations atid AC patchipg.
C'oOtractorto credltthe city rornon salvaged'signs'and loss ofsigns protJred in CCO'n6 1.
Des@riptionofChange: Per'the.attaqhedspregdsheettheoverrunofcontinentalcrosswalkistqbe.comperisafed..alongwith deletion 6f the original striping in the LS 'item. Aadltional costs for striping oI'i Califorrlia, Otfs and Alexander not originally in the contract is based upon the LS breakdowh -of striping costs with deletion ofthe oiiginal crosswalk striping. Contractor is to credit the city tor non salvaged sign/posts and deretlon concrete foundations per the specs. Costs ror sign relocaUonar;..AC patching Original Contract Amount
Total of previous authorized Change Orders
New Change OrderAmount
New Contract Amount
7,745,175.00
445,652,40
97,475.08
8,288,302.48
The Changes described above are hereby authorized.
Approved: Novemberall, 2025
Construction Manager
A
PraJ
AssisMntCi orks
Sequel Contractors, Inc.
Contractor
11/19/25
By Authorized Agent
City Manager
Original - ProJect File
CC: - Contractor
- Department
347
Cha.nge Order No. 12
-'.,-,J - -,i . a 'AaaitioU) Costi%Eiqeili41 0Q8i pTta,[uf.ii7e?'4a_ig5el.ip4ml6.V$ialftat,=..ffaAJ!M8j7.=!,': "'ES'::1":",_ '<# # #-}U-1#A#M :"'Caa' i'o,:D, ':JJ5' ;XJ:':Jr-, ffiJ :J:.zJ)4fflfflF,q€?i!'Jff'Wfflj3'pal'ajN'0'\m"NJ).,rs,tl'r.,lJ_71a.jt5.'aJgt,i-a.->Et.rlh;61l.i.-i'i0_"N-jLt-':tyl&r.s -a'.;1,,aaa'!==::=:l:'IS,a=:J:'!=%,a'ff::: %*:a=T-:.I:;:::!i ;:a i @"'n ,i47 al '*kal " :i 4 + - . . _-; - ,a #0- } I . -1 j- .}-* -: :*$ l ; 1. +".:€ I. !'if - =h7.;,;i ;t -'4110% ail:=i .:. l§. € (j.i:l=la.a:{ _- . -a : : } + ;' . _._ j . -.+.l '_ t ;a ' ia_ _e- .Q t: -_t :-i'_} !_tL Ji a.l}'i_l'!_-Ja '.'! Li, ;l; Jf-IA-3' J: :l%..!$g§QJ::'7:..".!fp3:e'."J' .,-1':_mWi.F.,<.q",Ll6,C_':':A!f!'a'a'M"!"::"7:'fl' Change Ordeir No. 02 Approved QuanUty (Paid under CCO No.2) 125% ofApprpved Quantity
Additional Cost over Approved Quantity
Total Crosswalk Quantity
TotaI Quantity Overl25% to have unit cost reduced to S26/SF Costforquantityover 125%
4,701;00
5,876,25
1,175.25
11,476.88
5,600.63
5,600.53
SF
SF
SF
SF
SF
9 30.00
9 30.00
9 26.00
!>'141,030;00
S 35,257.50
', 145,616.38
Total CostforAdditlonal CrosswalkStrlping S 180,873.B8 Deletion ofCrosswalk Striping 12" Line (PERKS Breakdown unit cost) 5,26!5,0(' SF 511,00 :{@!!JpQal Addieiqnal Str-iping California, Otis and Alexander 1.00 LS 5 9,068,50 6 9,tU.5D L"-Wa"""J"3JAa"'j''Q'j-")"m"Jem"'!'wkJ'vA'D'iP'J!loa""!"'u:7if"a';=a"m"._'2"';'a'a"acaffl"'%"M""")i"!:tat-"""'vj:t%m.-L-a" '.:i"Ji'Wa :::::L'%'M"i"-"Wa' "gm'!:3,k.7i"; Cofitractorto CreditClty at6277.,67 perS1gn (131 h'ieial signs) 131 9 277.67 Tota( Creditgiven to the tity by
6 gp,374,77
Contractorta CreditCtty at 637.50perSlgn(57 metal slg0s) Contractorto Credit City at 562,50 per P,ost (54 metal posts) ContractortoCredltCItyforlostsignsCCONg. 1(1.8,signs-total) 9 37,50
S 62.50
S 42.54
"> 2,137,50
S 3,375.C10
.9 7j;.72
Total Ctbdit given to the City by
j%lijk;I':,kl)'iA!'!';% ,."",-iay4:,,,' -(),yt4m'li,'-'y=)'a ( - '. a . P !. ' a ' i jla[.' a. !-:_:fiat- . oa" " - _. . _ l ' a _- , '_'(+: ' !; yB4ltJ@kip§3Q5;JNfa!§j!ii !.3.a,!,;fl{a3,, :jj
;ii':!!':ii"i
k
0ii2mI] aa""X'a:':'ai"""':":"'!'j'aaW"'A'
W
i/i ',7':,C2,:11$.,,_,P_,,L-:fi'.ll.t,.'%ai,.
)i,i,'%,, d(a.t.b!.lla(,,4'j:,"Sa _a # 'iFJl(of"'l-,7(('.-fl ?4%y<7,s7biiC=i+"'!'m"-j 'G4TJ@Al')']_W''!='V'A"'fl)j!_ iijJ T.!jQjJi'[J7;12_a%:'.cl Stop Sign Relocation attwo lacatians (San Gabrlel SE and Dorothy NW) I LS 9'l,126.16 S-1,126.1:6 Patch PotholesalongTweedypriorto Final Paving I LS S 6,974.5a S 6,974.53 llllllllli#ll#llll# aa __ aia Total Cost of EW Ticketsl '> 8,100,69
3.6..,1',;.,",ff. 'v%4ry:4@'t><c@S@:rgu4'J;4Qtg3;OJi:45:6ltj5@H@B@4g3@i €Q-pBH@lgg5) S"::f-"-:- -'-"-'-' J"':f- ,------.J."'-";:"r,=:-'J5%':":'-::::..'ZCM-,'.:,::':::'.:::X_"";:1 a "TAs,bTaO,ta!'r!,\ill,'j(i Cost.o.fContinerital €rostb!kStrfpTng S 13i,027,38
Creditfor Deietlon of Roadway Sign Foundations #%}74ff' Credits for Salvagedi Signs/Posts a.nd Lost Signs CCO No, 1 i.&.*2M ' Costo'f M.iscellaneousExtra Work Tickets 6 8,100,69
Total Cost for Additions and I 6 97,475.08
,25
348
City of South Gate, Public Works Department
Contract Change Order S8fftb
Gate
Date September 23, 2025 Chanqe Order No. 013 Account/Contract No. 31'l-790-31-9585 Contractor Sequel Contractors, Inc. Account Code
Contract Data July 9. 2024 City Contract No. 2024-56-CC Plan Reie7ence
Change OrderAmount $32,273.07 5ten@ion of Contract, ifwarranted Owotking days Reason for Change: The city has alsoadded additional landscape areas not shown on the project plans to receive plants and mulch. The city has also requested to add artificial vines to the newly instaiIed trellis panels not shown on thei plans, and r@piacethe !andscape thatwas damaged from the Tweedy Mile Fair, Description of Change: Per the attached spreadsheet the contractor Is to be compensated for additional maintenance costs for added landscaping at the southeast corner ofTweedy a'nd Caifornia. The 5ontractorwilt also be compensated for ptocilring and installing artificial vines to the new trellis panels. Contracto( to be compensated for damage to one trellis panel and concrete sidewalk. Added plants, soil prep, fertilizer, and mulch to be paid per bid line items.
Original Contract Amount 7,745,175.00
Total of previous authorized Change Orders
New Change Order Amount
New Contract Amount
543,127.48
32,273,07
8,320,575.55
The Changes described above are hereby authorT2ed.
Approved: NoVember it 2025
Constructk+n p0anager
Assistant flPublic Works
Cit} Manager
Sequel Contractors, Inc,
Contractor .
By Authotized Agent
"l"l/"1.9/25-
Original - Project File
(,(,; - Contractoc
- Department
349
Lai'idscape Materials to be.added due to damage and vandalism Change Order No. 13
Quantity' Unit Uiiii C"ost Amqu:nt'-' a
'MaintenanceCostsforAddedAreasatCalifornia/Tweedy """-""""- " ,ArtlflClal Vines Added to Trellis Panels
Repalrfor Damage to Treflls Panel and Sidewalk Concrete at Parklet I
I
I
LS
LS
LS
Q 5,8!"3.96
§ 23,518,ES3
e 2,900,78
5 #;Thss,gs
5 23,518,33
9 2,900,78
TQtq(Cott.d,C'iiadj60jder.- ': ,",a;.", , " ' 6 ffi:i,27n,07a 21 350
City of South Gate, Public Works Departinent
Contract Change Order smto.GaCe
Date Januaryl2.2026 ChangeOrderNo. 014 AccountfConfract No. 31 '1-790-31-9585 Contractor Sequel Contractors, Inc. Account Code
Contract Date July 9, 2024 City Contract NO. 2024-50-CC Plan Reference
ChangeOrderAmount $9al,249.9al ExtensionofContract,ifwarrantedQworkingdays Reason for Charige: Request for the installation ofthermoplastic pavement marking of South Gate city logo within the project limita of the Tweedy Mile project at three intersection locations, Description 6f Change: Procurement of Thermoplastic pavemeht mark,ing of 25 foot diameter South Gate city logo to be placed at three intersectiein lodationi; Califorh(a,'Otis and Alexander streets.
Original Contract Amount 7,745,175.00
Total of previous authorized Change Orders 575,400.55
New Change OrderAmount .91,249,91
New Contr@ct Amount 8,4i i ,szs.<a
The Changes described above are hereby authorized,
January 12. 2026
City Manager
Seque Contractors, Inc.
Co, actor
01/'19/26
By Authorized Agent
Original - Project File
CC: - Contractor
- Department
2X
351
SEQUE,t CONTRACTORS, INC.
:13546 IMPERIAL HIGI-IWAY
SANTA FE SPRINGS, CA 9[]670
Plionei [562) 802-7227
,2-"i
352
iOfflmlAflALTfflMC.
EiMfflil. dwa4'il,iaiiibidemigi,HOmlis.iiia
Estimate
Custorrier'Phone-'-'1 -"""""'--CO-stom'Ier;ax
' biaoMmik lHleatadiimstdl $6mmmnPifomned
TksriqplastlcJoi6ia@halisfflrface
-1,472 46.98332 69,'130.00
Mdhaimafiairi
lUnaon ShiarlidaniisalMe.rmber6fL!UNA!Liocdl ThlN
DJIR#
1,"7:::i;"::-==::, :,=a,eetttiiad
ID!0.:
Total $69,130.00
8ra
30 353
p.o. No. Project
Southgate logo Insta...
Sequel Contractors, Inc.
13546 Imperial Highway
Santa Fe Springs, CA 90670
) Item Description ('-"-Quan-t;----]f-'-aRate -l 'lAmo7nt L fChange OrdT
I
I
.' Southgate Custpm Logo Tnstallation
3 Day Application.
Work completed 01/7-8-9/ 2026
Additional Day!
I
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I
I
i-3JOOIOO- --II ""-'7
I I
'i i
i ,I
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t
' 8,500.00
I
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Total -'"-""'a---l
=+...a...aa..__.==.+=-+..___!!,!(20,oo.l
Balance Due 5,8,500,00 i
Customer Total-Balanc;""':77,(,3@,@@-1
SHARIDEN DESIGN ASPHALT, INC.
Phone: 619.445.3611
Fpx: 619.445.3642
Email: [email protected]
Web: sharidendesignasphalt.com
i.. pygg5,q)
31 354
Attachment D
Agenda Bill 04/14/26 Contract No. 2024-56-CC
AGREEMENT FORTHE TWEEDYMILE COMPLETE STREETS PROJECT, CITY PROJECT N0. 614-ST, FEDERAL PROJECT NO. ATPL-5257(039), BETWEEN THE CITY OF SOUTH GATE AND SEQUEL CONTRACTORS, INC.
This Agreement for the Tweedy Mile Complete Streets Project, City Project No. 614- ST, Federal Project No. ATPL-5257(039) ("Agreement"), is made and entered into on July 9, 2024, by and 'between the City of South Gate, a mtuffcipal corporation ("City"), and Sequel Contractors, Inc., a Califotia coiporation, License No. 610600 ("Contractor"). City and Contractor are sometimes hereinafter individuatlyreferred to as a <'Party" and collectively referred to as "Parties."
'rhe City and the Contractor hereto mutually agree as follows:
ARTiCLE, I
THE PROJECT
For and in consideration of the mutuaI promises set forth herein, Contractor agrees with City to perfonn aitd complete in good and workmanlike mamier all work required by the Contract Documents for City Contract No. ,,, which involves the Tweedy Mile Complete Streets Project, City Project No. 614-ST, Federal Project No. ATPL-5257(039).
Said work shali be perfomed in accordance with the Plans, Specifications, and other Contract Documents, aIl of which are referenced in Article m hereof and incorporated herein as though fully set forth, Contractor shall furnish at its own expense all labor, materials, equipment and services necessary therefore, except such labor, materials, equipment and services as are specified in the Contract Documents to be furnished by City,
ARTICLE II
CONTRACT SUM AND PAYME'NT
For performing and completing the work in accordance with the Contract Doctunents, City shall payContractor, infull compensationtherefore, the contract sum ofSevenMillion SevenHundred Forty Five Thousand One Hundred Seventy Five ($7,745,175) set forth in the Bid Schedule(s) thata-reincludedamongtheContractDocuments, Saidsumshallconstitutepaymentinfullforall workperformedhereunder, including, without limitation, all labor, materials, equipment, tools and servicesusedorincorporatedin the work, supervision, administration, overhead, expenses and any and all other things required, futnished or incurred for completion of the work as specified in the Contract Documents, City shall malce payinents to Contractor on account of the contract suni at the time, inthe manner, andupon the conditions specified in the Contract Documents 32-
355
ARTICLE III
CONTRACT DOCUMENTS
Tlie Contract Documents, wbicli constitute the entire Agreement between the Cit5r and the Contractor, are enuinerated as follows: the Notice Inviting Bids, the Instmctions to Bidders, the Accepted Proposal, the Bid Schedule(s), the List of Subcontractors, Contractor's Industrial Safety Record, the Contractors Qualification Statement, the Bid Security Forms for Check or Bond, this Agreement, the Worker's Compensation 'msurance Certificate, the Performance Bond, the Payment Bond, the Non-Collusion Affidavit, the Specifications, and Special Provisions and all addenda as prepared prior to the date of bid opening setting forth any modifications or interpretatiom of any of said documents, and any and all supplemental agreements heretofore or herewith executed amending or extending the work contemplated and which may be required to complete the work in a substantial and acceptable mamer, all of which are referred to as the Contract Documents. These form the entire <'Contract", and an are as fully a part of the Contract as if attached to this Agreement or repeated herein,
ARTICLE IV
INDEMNIFICATION
The Contractor shall indemnify, hold hannless and defend (with counsel selected by the City), the City of South Gate and its affiliated entities, its officers, employees, consultants and sub- consultants, their respective officers, agents, employees (collectively the "Indemnified Parties"), from any and an claims and losses whatsoever occurring orresultirzg to any and all persons, firms, or corporations furnishing or supplying work, servires, materials, or suppLies in connection with the performance of this Agreement, any and all claims, lawsuits or actions arising from the awarding or execution of this kgre,emerit, and from any and all claims and losses occurring or resulting to any person, firm, corporation or property for damage, injury, death arising out of or connected with the Contractor's obligation to indemnify, defend and save harmless the "Indemnified Parties" as stated hereinabo've including, but not be limited to, paying all legal fees and costs incurred in connection with any such claims, losses, Lawsuits or actions. THIS
PROVISION SHALL SURVIVE THE COMPLETION OF WORK AND SERVICES TO BE
PROVIDED UNDER THIS AGREEMENT AND THE OTHER CONTRACT DOCUMENTS
ARTICLE V
COMMENCEMENT, COMPLETION AND LIQUIDATED D.'avlAGES
Contractor shall commence work on a date to be specified in a written Notice to Proceerl from the City's Director of PublicWorks md shall complete allworkwithinOneHundred and Eighty (180) working days thereafter (subject to <4force majeure" delays, if any, t6 the extent allowed under the ContractDocurnents). Iftheworkisnotcompletedwitbinthattime,Contractorshalloweandpay to the City liquidated damages in the amount or amounts set forth in the Contract Docuinents, 33 356
ARTICLEVI
EFFECTIVE DATE
This Agreement s)iall becoinc effective and conmience on Jily 9, 2024.
IN WITNESS WFfEREOF, tlte Parties hereto Itave caused tliis Agraement to be executed and attested by tlieir respective officers thereunto duly atitliorized.
CITY OF SOUTH GATE:
BY:
Dated: ?-/t-;lq
ATTEST:
By:
Yodit , City Clerk
APPRO1'ED AS TO FORM:
Ra€il F. Salinas, City Attomey
C.
Dated:
oi /'1 /az-q
357
CIVIL CODE "3 at 189
Stat:i of California
Date Here Insert Name and Title of the Officer
Name(s) o? Signer(s)
who proved to me on the basis of satisfactory evidence to be the perso$) whose name's) is/aas subscribed to the within instrumant and acknowlsdged to me that he//t!executed the same in his/her$air authorizsd capacity(tse), and that by his/her7t[rsignatura(a) on the Instrument the person(s}, or the entity upon behalf of which the person(4 acted, executed ihe instrument. /,:!:. , >,,, l: . ii ,,,l-.
I certify under PENALTY OF PERJURY undar tl'ie laws of the State of California that the foregoing paragraph is true and correct.
IA/ITNESS my hand and official seal.
s:gnatureku3
Signature of Notary Public
Place Notary Seal Above
OPT)ONAJ-
Though this section is optional, completjng this informefion can deter atteration of the document or fraLldLJlent rE.BttBChment Of thfS farm tO an 11nfntended dOCLJmBnt.
Description of Attached Document
Title or Type of Document:
Document Date:
Slgner(s) Othar Than Named Above:
Capacity(ies) Claimed by SiHner(s)
Signer's Name:
[JJ COrpOrata OTTlCer T itle(s):
rl: Parkner - € Limiied ] General
CL! Individual n Attorriey in Fact
C Trustee (J Guaiadian or Conservator
EI Other:
Signer Is Representing:
Number of Pagas:
Signer's Name:
'N Corporate Officer - Title(s):
l Partner - [1 Limited € Ganeral
Z Individual r' Attorney in Fact
2 Trustes ' Guardian or Conservator
-. Other:
Signer Is Representing:
@2018 National NotaQ/ ASSOCiafiOn a &VWvV.l'ilafionalNO!ar'}.Org o 1-800-US NOTARY (1-800-876-6827) Item #5907 358
"'('O,}iPl.ETE LN RE'TURA'BOTFI PAGES"
CALIFORNIA LEV JNE ACT DISCLOSURE ST ATEMENT
In 2022, California SB1439 extended requireinents under Governmeiit Code Section 84308, also known as tlie "Levine Act", to pt'Ollibit COum)l "OffiCerS" fl'Olll parbcipating in any EICtiOll related tO a contTact it SuCl1 meinl)er receives pOlitiCal contril)utions totaliiig more tlian $250 witliin tlie previotis hvelve ITIOIII)IS, aiid for iliree inonths following tlie date El Final decision conceining tlie contract lias been inade, froin i)ie person or coinpany asvarded t!ie contract. Tlie Levim Act also requires disclosure or sucli a contribution by a party to be awarded a specific contract.
Section 84308(a)(4) oftlie Levine Act defines an "officer" as follows: "Officer" means any elected or appointed officer ofan agency, any alternate to an elected or appointed officer of an agency, and any candidate for elective oFf'ice in an agency. The terin "officer" is fuitlier defined 2 Cab. Code Regs. Section 18438. 1, ivhich staies:
An officer of an agency includes only tliose persons who inake, paiticipate in making, or in any way attempt to use tlieir official position to influence a decision in the license, perinit, or entitlement for use proceeding, or wlio exercisc autliority or btidgetaiy control over the agency of officers who may do so, and:
(I) Serve in an elected position, including an official appoimed to an elected positioii due to an tmerim vacancy or an election otherwise canceled because the official ssias tlie sole candidate for tlie position; (2) Serve as a meinber of' a board or con'imission;
(3) Serve as the cliief executive of a state agency, or county, city or district of any kind; or (4) Have decision inaking authority with respect to tlie proceeding involving a license, pennit, or other entitleinent for use and is also a candidate for elected office or lias been a candidate for elective office in tlie 12 months prior to the proceeding.
A list or City of Soutli Gate City Council Meinbers Can be found online at: https://wwwcityol'soutligate.org/GovemmcnUCiiy- Council/Meet-the-City-Council. Tlie party making tliis ceitification is responsible for daterinining w)tether a recipient or a political contribution is a Coui'icil Meinber prior to answering t)ie following questions:
1, (lave you, your company, or any agent on be!ialf of you or your company, inade any political contributions of i'nore tlian $250 to any Councii Member, in tlie twelve (12) montlis preceding tlie date of tlie subinission of your proposa)s or tlie aanlicyipeastediNoOrany Councii action related to this contract? [f YES, please identi§ eacli person oragent makingthecontriution:
IfYES, please identify eacli Council Member receiving tlie contribution:
t<)A
2, Doyou,oryourcompany,oratryagentonbehalfofyouoryourcompany,anticipateorplantomnkeanypoliticalcontributionof more than $250 to any Council Member in the tbree (3) months Following any Council action related to this contract? [] YES [:\NO
IrYES, please identify eacli personoragentmal<ingthecontribution; /'J jq
If YES, please identify eacli Council Member receiving the contribtition:
Answering YES to either or the questions above does not preclude the City of South Gate from awarding a contract to your (irm or taking any subsequent action relnted to the contract. It does, however, preclude the identified Council Member from participnting in any actions related to SLICII contract.
Levine Act Disclosure Statement page - !-
31 359
Iliereby certi(y under penalty o
Signature:
Print
' under t]ic laws or t)ie State of California tliat tlie foregoing is true and conecl Date Signed: -7 / q /2 4
Title;
7'(-61PEUT
Company: 3 (5.(;.>(z( (.o5Jp t-ro LS, //U ( -
Levine Act Disclosure Statement page -2-
'3-1
360
Agenda Item No. 5 07/09/2024*
3"8
361
Tweedy Mile Complete Streets Project
CIP No. 614, Federal Project No. ATPL-5257 (039)
Change Orders
No. Description Amount
I Spanish pedestrian signs $ 1,361.23
2 Removal of pavers $ 120,510.45
3 Adjustment of catch basin $ 7,704.53
4 New foundation for street light $ 20,000.00
5 Installation of drain grates $ 1,765.27
6 Removal of conflicting foundation $ 1,930.29
7 Grind of PCC to a 2.5 inches $ 88,424.57
8 Installation of PCC bus pads $ 117,506.62
9 Removal of concrete at deep Lifts $ 84,073.92
10 4 additionaL days $
11 Change in design for way finding signs $ 2,375.52 12 Additional striping $ 97,474.95
13 Artificial vines $ 32,273.07
14 City Logo on pavement $ 91,249.91
15 Completion of project on time $ 350,000.00
Total $ 1,016,650.33
362
Item No. 9
APR Il 8 :}n2F=
FILED
tt'.\(U u
Cig of South Gate
CITY COUNCIL
ACENIDA IBTLL
DepartmentDirector:
For the Regular Meeting of: April 14, 2026
ent: Public Works
oCervantes RobHouston
SUBJECT: MEMORANDUM OF UNDERST ANDING WITH THE CITY OF LYNWOOD
FOR THE TWEEDY BOULEVARD COMPLETE STREET PROJECT PHASE II, CITY PROJECT N0. 717-ST
PURPOSE: To approve a Memorandum of Understanding ("MOU") with the City of Lynwood for the Tweedy Boulevard Complete Street Project Phase II ("Project") to facilitate construction of improvements within Lynwood's jurisdiction and provide for reimbursement of project costs.
RECOMMENDED ACTIONS: The City Council will consider:
a. Approving the Memorandum of Understanding with the City of Lynwood for the Tweedy Boulevard Complete Street Phase II, City Project No. 717-ST; and b. Authorizing the Mayor to execute the MOU in a form acceptable to the City Attorney.
FISCAL IMPACT: There is no impact to the General Fund. The proposed MOU authorizes the City of South Gate to fund and construct improvements within the City of Lynwood, with full reimbursement by the City of Lynwood for actual costs of design, construction, and construction management, estimated at $447,846.
ANALYSIS: The Project includes improvements along two segments: (l) Alameda Street to Dearborn Avenue, and (2) Dorothy Avenue to the Los Angeles River Bicycle Trail. A portion of Tweedy Boulevard within the project limits lies within the jurisdiction of the City of Lynwood, specifically between 165 feet west of Long Beach Boulevard and 160 feet east of State Street. As such, Lynwood's approval is required to construct improvements within its jurisdiction, as well as to 'fund its share of the project costs.
Staff have coordinated with the City of Lynwood, which has expressed interest in participating in the Project. This participation will be formalized through a MOU, under which Lynwood will authorize the improvements within its jurisdiction and agree to reimburse the City of South Gate for its proportionate share of project costs. Accordingly, City Council approval and execution of the proposed MOU is recommended.
It is noted that the City Council of the City of Lynwood approved the subject MOU February 17, 2026.
1 363
BACKGROUND: The Project is included in the Capital Improvement Program and will enhance pedestrian, bicycle, and motorist safety while addressing deferred maintenance along Tweedy Boulevard. Improvements include road rehabilitation; traffic signal modifications at Long Beach Boulevard and State Street; high-visibility crosswalks; ADA ramps; corner bulb-outs; pedestrian rapid flashing beacons at three intersections; signing and striping; and installation of street furniture, including bus shelters, bike racks, trash receptacles, landscaping, and shade trees.
Staff coordinated with the City of Lynwood to prepare a MOU to authorize improvements within its jurisdiction and provide for reimbursement of associated project costs. Highlights of the agreement include the following:
* TheAgreementshallbeeffectivefromAprill4,2026,throughDecember31,2027. * The City of Lynwood shall be responsible for 'funding the portion of project costs within its jurisdiction, not covered by grant fiinding. It is estimated that $873,438 in grant funds will be applied toward improvements in Lynwood, with an estimated remaining balance of $447,846 to be funded by Lynwood.
* Improvements within Lynwood are shown in Attachment "B" and include traffic signal modifications, signing and striping, ADA ramps, street :[urniture, bus shelters, concrete improvements, and road rehabilitation.
* Lynwood shall reimburse the City of South Gate for actual costs associated with design, construction, and construction management for improvements within its jurisdiction.
The project's design phase is planned for completion in June 2026. Construction is plaru'ied to begin in late 2026 and be completed within 9 months.
ATTACHMENTS: A. Proposed Memorandum of Understanding B. Plans within the City of Lynwood
C. Engineers Estimate at 60 percent design
D. Jurisdictional City Map
JL:J A:ky
2 364
Attachment A
Agenda Bill 04/14/26
MEMORANDtTM OF UNDERSTANDIN'G
between
THE CITY OF SOUTH GATE
And
THE CITY OF LYNWOOD
for Traffic Signal Improvements and Street Improveinents on Tweedy Boulevard
Tins Memorandum ofUnderstanding (<'MOU") is entered into by atid between the City of SouthGate, a Californianmnicil:iaI corporation ("Soutlt Gate"), and the City of Lynwood, a Califoiniamunicipal corporation ("Lyuwood"), witl'i reference to the f'ollowing facts:
;g$CJ,T ALU
A, The City Of SOuth Gate haS obtained an Active Tratisporiation Prograui Grant (A'l'l)) from the State of Catifotia or Federal goyerni'nent for complete street improvements onTweedyBoulevardfromAlamedaS1reettoDearbornAvenueai'id fromDorothy Avenue to LosAngeles RiverBicycle Trail; Ms project is known as l'weedy Boulevard Complete 8tteets Project (the "Project", as more particularlydefinedin 8eation I below), PliaselI, B, Pbase II of the Projeot will enhance pedestriaxx, bicycle, atxd motoxigt safei,, implement traffic calming measures, and address deferred niaintenance in the project area. Improvements include road rehalillitation, high-visilyility crosswalk enhancetnents, co.iner abulb-ot$' at intersections, parklets, traffic signal xTlo(:1ificationS f(X pedestriall 8afC5t7, ADA rp illll)fOVetne5ntEl, lai'idscapingy instaLlatiott ofrectangularrapid tlashingbeacons atthreeintersec,tions and gigniixg and striping, The Project will also incIude bilce racks, bus sheljers, trdrecptacles, shade trees to encouragewalking aixl bicycling, C, AsectionofTweedyBoulevardhitheprojectareabetveenonehuudred-sixtyfive feet (165') vest of Long Beach Boulevard aiid one hum<lrcd-sixty feet (160') east of State Street is within the corporate t'iou.ndaries of the G'ty of Lynwood and Lynwood is responsible formaintaining t?iosel:iortioiis of the street located witliinits jurisdlctfon, D, Iuetograntrestrictionsisomeoftl'ieproposedProjcct'i'inlirovementsareinoLigtble for grant reimbursement a.nd arc therefore coneMerid non-participating llnprOV61lX51ltEll
365
E. South Gate shall be responsible for desigptrig and constraeting the Project imptovetaents, and Lynwood sl:iall pay its propoitionate share of the desigti and constntction costs of non-participating improvements, all subject to the terms of this Agreement,
AGR[8%8NT
Now, therefore, for good andvaluable consideration, thsceceiptaand a<lequacyofwbich arehereby aclaxowledged, South (hte and Lynwoodl'iereby agree as follows:
1. Description of Proieet. The "Project", as that term is used in tMs MOU, consists of the design and constiuctio'n of impmvements to Tweedy .Bouiovard frotn Alameda Street to DearbornAvenue and fromDorofhy Avemte to LOS Angeles River BicycleTrail as depietedinthe project plans atid specifications which are attached as Exhibit,A, 2, AlloeBi'ioxi of Performance axid Payment ResponsJbilities, Soufh Gate shall be respongible for the desi(gp and constnuction of the Project. Lynwood shall reimburse Soutb Gate fortbatportionofthe design, ootisti'uctionmanagement, eonstructioninspeotion and constmction cost,g attributable to the non-participating project elements on the portion of Tweaay Boulevard withJntheprojectlirmtsandlocatedwithintheLynwoodcitylimtts, andSouth(3ateshallbearthe
remaii'iderofthosecosts. Asthe'inethodofallocatingcosts,SouthGateandLynwoodshalleach be regpomtble for one hundred percent of the cost ofthe non:participating iiprovernen[s 'within theirrespect%vejtirisd{ctiom, Thedesign,conshuctionmanageinentandiiispectionssecvicescosts s*allbe'based onnon-paiticipathigimprovementsto becotstructedinLynwoodwitbthee'gtimated costs shown on Bxhibtt B, The constuction costs allocated to.each Cit5r shaU be based on actual costs based oii thebid aiid final constmction costs,
3. Pro,iectPlansandSpeciflcations. TheProjectwillbebuiltinaccordancewithplangand specifications that liave been prepared by South Gate, Lynwood ghall have the right to approve those aspa;is ofsaid plans and speifications whichpertainto thosepoitions oftheProjectlocated witlnntbe Lynwood city limtts.
4, Construction Contract. Constmctton of tlie Project will be perfoimed by a general contractor ("Contractor") selected by South (late through public bMing pursuant to the requiioementsofCalifoinialaw. Tliecontractfortheconsttatx'tionoftheProjeat(%!onstruetion Contract") shafl be awardedto (:heContractorwhois thelowestresponsive andresponsibleb'tdder asdeterminedby8outhGate. TheConsttuctionContractshallbeenterediiitobyaridtetweenthe Contractor atid South Gate, Although Lynwood will ixot be a payty to the Co.n'*uction Contract, the Constrtictiaii Coiitractshall containprovisions fo'rthe benefitofLynwood set forth in Sections
4.1 and 4.2 below:
4,1 . TotheextentthattheConstnictionContractrequiresSouthGa!etobenained as an additional insured on policles ofinsrirance caitaied by Contractor, the Constiuction Contract gliall also require Lynwood to lie nauied as an additional insured on those policies. 4,2 Construction Management: axhd Iuspeeti@xi 8erviees. Construction ManaBeinent and Inspection Eleivices shall be performed by a professlonat engineeritig seivices consultant that specializes in construction management aiid inspectiori ("Construction Msinagenxent 2 MOUbstweenSouth (iate andLynm>ad
366
Cousultant") selected by a selection panel tliat inclut!es Soutli Gate and Lynwood. Tlie contract far tile COnStlllCtiOn Managemeixt COllEiultflnt ("Cal)Stl'lleti(m ManagOlnent CO]ltl!let") Shall be awarded to the consultant based on qualifications and a negotiated fee. The Constuctiox'i Managemont Contact shall be entered into by aitd between the Construction Management Consultatit and South Gate, Tlie Constiauction Management Contract, however, shall allow Lynwood, at Lynwood=s sole cost and expense, to select and appoint its OWII inspector to ol.iserve andinspectattyProjectworklooatedinsidetheLynwoodcitylitnitg. Intheeventofadisagreement between Lynwood's inspector and Construction Management Consultant regarding t%5 acceptability of any item of work performed by Contractor or its sulycoxitractors witliin tlie Lynwood city limits, the decisionof Construction Management Conmxltant shafl be controllirig. 5, Project 8plisdule, South Gate shall determine the cotnmencement and completion dates oftlieProject, SouthGateshallcooperatewitliLynwoodregardingthetimingofProjectworkto be performed on t'heportion of (he ptoject within tl'ie Lynwood city limits, in order to miiiiin'ize incon'ventence to Lymvood without delaying the overall peitformance ai'xd completion of the Projectorincreasing'itsoverallcost, SouthGatebegandesignworlconPhaseIIofthePrqiectin April of 2024 and expects completion of the project plans by March 2026, It is axiticipated tliat tbe Constautstioi'i Contract will be awarded in the summer of 2026, and constmction will be mmpletedby late stunmer 2026; howe'ver, these dates are estimates only andmay chaiige, 6, WaiverofPermitFees. LynwoodandSouth0ateeachagteesthatanypermitsissuedby it to the Contraotor in cotuiection with the Project sltall be issued free of charge, 7, ReimbttrsementEleliedule, LvnwoodshallpayitsportionoftheProjgt'sdesigncoststo Souflt Gatenot latertlyan (aj threedayg befo:t'ethe dateon which payinent is due from 8outh Gate to the designer. Lynwood shall pay its proportionate share of prograss payments and the :anal payntent owing to the Contractor not later than three days 'before payment of those amounts are due to tlie C'ontractor from South Gate,
8. .Cancellation of Pro,ject, Notwithstnnding Sectiotx 4 above, Sot'rth Gate reserves the rigltt to reject all bids received in connection witb the Project and either re-bid tl'ie Project, modlt'y the Pro5ect, or oanceltheProject..
9, ,scellaueoug,
9.1 ,Anytxot!cesrequiredtobegi'venpursuanttotheteitnshereofshallbeinwriting and shall be either (a)personally delivered, (b) deliosited inthe United States express mail or first class mail, registered or certified, returrt receipt requested, postage p'repaid, (c) delivered by overnight courier service, or (d) delivered % e-tna;i'l transtnission, All such notices shall be deemeddeltveredul.ion actualreceipt, orupontbo firstattexppt atdelive7pursuantto themethods specified in clauses (a), (Li) or (c) above if tlie intended recipient refuses to accept deili'veiy, All aich notices Ell':iall be delivered to the following addresses, orto such otherad&ess as thereceiving party may fr.om time to timo specif'y by written notice to the other party. Each pa'ity agrees that the attorney for such party sliall have the authority to deliver notices on sucliparty's behalf to the otherparty hereto,
3 MOUbetweenHouth Gateandrynwood
367
To South Gote:
Ci(y of South Gate
8650 Califoinia Avenuo
South Gate, Califomia 90280
Attn: Arturo Carvantes,
Assistant City Manager and
Director of Public Works
TelephoneNo.: (323) 563-9512
B-mail: wervantes@sogate,org
To L'3mwood:
City of Lynwood
11330 Buuis Road
Lynwood, California 90262
Attn; Maiia Quifionez
City Clerk
Telephone No,: (310) 603-0220 ext, 214
E-mail: [email protected]
With a coliy (wl'iich shall not constilute'notice)
to:
Craig, D. Hardwick, Esq.
Fmst Brown Todd I MacArthur Place, Suite
200
Santa Ana, California 92707
TelephoneNo.: (7i4) 852-6800
E-tnail: CHai'[email protected]
With a. COP)/ (whiah shall not constitute nottce)
tO:
Noel Tapia
Alvarez-(31asn & Colvin
13181 Crossroat!sParkwayN,, 8uite400 -
West Toyer
CityofIndustty, Califomia9j746
TelephoneNo,: (562) 699-5500
Fax No,: (562) 692-2244
B-mail: [email protected]
9,2 Cjty Council Approval of MOU and Exhibits, This MOU shall become effective oiy upon thelastof the dates wlien theparties' respectiveCity Councilshave approved this MOU and the MOU has been signed by the parlim' representatives, B'ven after this MOU has become effective, neithet ExhibttA norExbibitB hereofshallbeeffectiveunBl theBxhibitin questionhas been approved by the parties' respective City Councils.
9.3 Incorporation of Recitals, All of the recitals set forth in this MOU, and each of tbe .Exhibits attachedto thisMOU, are by tlus reference'incorpotatedhiaiidmade a paitofthis MOU as tliough fi'illy set forth herein,
9.4 Attorneys' Fees, If either party brings suit agaiiist the other witli respect to this MOU, thenall oosts and expenses, including witboutlimitationu&ual professional fees and costs suc'h as appraisers' accountants' experts', and attoineys' feas and costs, incurred by the prevailing party (whetlxer that paity prevails by final judginent or out-of-couit settlement) shall be paid 'by the loslng pg(:y, The losing party's obligation sliali be deemed to have accrued on the date of tlhe> commencment of such actions (but shall iiiclude all telated fees and expenses iiicurred pifor to suchcormnencemeit) and shall beenforceable'vvhetherornotthe actioirispmseguted tojudgment, As used herein, the term "attorneys' fees axid costs" shal2 incLttde, svtthout Itmttatfxm, attcroeys' fees, arbitrators' fees, witness fees, courtand a'i'bitralion costs, and expenses incurred iitconnectloii witli any (a) bamcruptcy litigation, (b) contempt promedings, (c) debior and thiid-paity examinations, (d) discoveiy, (e) garniahment and levy proceedings, (f) pre-Judgment and post- judgmentmotions,and(g)trialpreparationandpreseintation, Asusedherein,theterm"prevaujng piilty" sha)lincludei Without Limitation, (h) anyparty agatiaistWhoxn a OauSe OfaCtiOn, coinplaint, cmss-complaint, counter-claim, cross-claimorthird-'partycoinplairitis voluntarilydismtssed, with or witlxout prejudice, where that party Ihas paid iio consideration for the dismissal or wliere the dismissin@pa;itydidnotobtatnthereliefitsought, (i)apaitywhodisinisseganadioninexchange 4 MOU betweett South (gate andLynwood
368
for sums allegedly due, (j) tlte paitywho receives performance l'rom tl'ie otherparty for an allegedl+reaoh of contract. or a desired remedy where tlie performai'ice is substantially equal to the relie'fsottght in a'ix actioi'x, (k) the parly who receives any award for relief throrigli arl:iitration, oi: (1) thepazaty detetm{ned to be tliepre'vailtngparty by a court of law, 9,5 Construction, Tl'iepaitiesacknowledgetliateaclipartyand'itscoaselliavereviewedand revisad (or line l'iad an opportunity to review and revise) tbts MOU and that the nortnnl ile of construction to the effect that any mnbiguities are to be resolved agaiiist tlte drafting party shall ttOt lie employed in the interpretation ofthis MOU or any ametxdments heseto,
9.6 Governixtg Lttw. 'I'his MOU sball be constnted and intetpreited tn acoordance wtth, and shallbegovei'nedanaenforcedinallrespectsaccordingto,thelawsofthe8tateofCalifornia, All claiins relating to or aiising out of this MOU, or the 'breachtbereof, whether soundingincontract, tortorotherwise,shalllikewisebegovernsdbythelawsoftheStateofCalifornia. Noeffectsl':iall be given to any choice of law or cotxfltct of law pro'vision, principal otrule (whether of the State of California or any other jurlsdictiori) that would cause tbe applicatioti of the laws of any jtirigdiction otlierthantbe StateofCalifornla.
9.7 ConsenttoJurlsdtetNonaud8ervieeiofProceas, Alljudicialproceeangsbrougl'itagainst anypartybereto arising out of or relating to thls MOU s'hall be brouglit in rb state or fedaral court ofoompetent jurisdiction m tbe County of I,os Angeles, State of Califotnla, and by execution and delivery ofthis MOU each party accepts foza itself and in connectioriwithttsproperties, generally and unconditionally, the exclusive juiidiction of the aforesaid courts (both Ixirsoiial jui'isdiction and subjecl matter juris&tion), waives axiy defense of foru>n non comeyxtetu aiid irrevooably agrees to be bound by arxy judgment rendered thereby in connection with this MOU. Bach patoty hereliyagrees that servioe of al'i process in any suchproceeditig in aizymich courtmaybemadeby registered or certified tnail, ret'i'irn receipt reqriested, to any other patffl at tts address provided herein, such servjce being hereby acknowledged by each paity to be sufficient for personal jurisdiction in any action against said party in any such court ax'xd to be otherwise effective and bin&tgservioeinevetyrespect. Nothiughereinsl'iallaffecttherigltttoseiveprocessiiianyother maa'u'ier perinttted by law,
9.8 Cotuiteyparts, Thte MOU may be executed in one or nnore counterparts, eacl'x of whicli shall be deemed a:n original but all of wl'iich shall constitute one and tlie same iiistrument. In addition, this MOU may contaiti more than one counteil>a'rt of the signattu:e page ad may be exemiteid by the affix'ii'ig of the signatures of eacliof the paittes to any orie of such counterpart si@ial:are pages; all of such oounteyait signature pages shall read w tliough one aiid tliey shall have the same force and effect as though all of the signe=i:sliad signed asingtesigtiature page, 9,9 Digital 8tgnatures. Sipatves to this MOU transinitted by facsimile (fax) or iit the form of a digital iinage - includ'ing without limitation PDF, JPEG and/or GIF files, or any electronic s'igna.ti+te co'inpl'3/ia@ with the U.S, Fed(fai E8ICa AOt of 2000 (15 UE+C § 7001 et 8eq,) or Califoi:nia's Uniform Electronic Transactions Act (Cal, Civil Code 8, 1633,1 et seq,) - shall be val'id anti effectiveto bindt'hepaityso signing; each paity agrees toprompfly deliver an execution original of this MOU with its actual signature to each other party, b'itt a failure to do so shall not affectthe enfot:ceabrlity ofthls MOU, itbeing expressly agreed that eachparty to this MOU shau 5 MOUbetweanSoukh Gateand'Lynwood
369
bebound by its own faasiinile, scgrmcd or otl'ier electronic stgnature and shall w:,ceptthate'lecopied or scanned signature of each other partyto this MOU,
9.10 Eulire Agreement. This MOU contains tlie entire understandi;iig of the paities and superseAe,s any and all o(her written or ora( understanding, There are no representaUons, agreements, arrangemet'its, or understandings, oral or 'm'ittei'i, between or ainong the parties relating to tl'io subject'iriatterof this MOUthatare notfullyexpressed in this MOU prits exhibits.
9.11 Amentbi';entg. Noalterationoforamendmet'ittothisMOUs'hallbeeffeci'veunlessgiven in writing and sigtied by the liarty or parties sought to be charged o'r bound by the alteration or 8meJ1dmfil't,
9,12 , AnycapttonsorlieadinggtotheSectionsaridsubsectionsinthisMOUaresolely forthe convenience oftheparties hereto, arenot apart ofthis MOU, and shall not be used for the interpretation or determination of validity of fig MOU or any provision hereof, and in no way deflne, limitorprescribethesaopeorintentoftbis MOU or any provisions thereof:
9,13 , Ifany one or more of the provisions' contait'ied in this MOU shall for any reason be heldto be invalid, illegal orunenforceable in anytespect, thensuchinvalidity, illegality or t'inenforcealyility shall not affect any other provision heteo'4 and this MOU shall be constued as if aichtnvajid, illegat, ortuienforceableteim orprovisionhad neverbeeri contained lierein, 9,14 Furtber Assurances, Each party shall cooperate with the other and ghalJ execute such otber documents as may be reasonably neceasary to carry out the provisiou'is of ttffs MOU,
9.15 , Any waiver, conseit or approyal by oitber party of any breacli, defauft or event ofdofault of any provision, conditton or covenant ofthis MOU tnust be 3is writing aiid shall be effecttve only to the exeent set foith in writing, No waWe,r of aiiy breacg default or event of defaultshall bedeeined awaiverof aiiy later breach, defaultor eventofdefau)tof thesat:ne or any otherprovisionofthisMOU, Afailureordelayonthepartofeitherpartyinexetcisinganypower, riglit or privilege under this MOU shall not operate as a waiver tliereof, nor shall aixy single or paitial exercise of any such'power, right orprlvilegepreclude my further exerciseflxereof.
9.16 RightsandRemedies, Norightorremedyconferredbyanyofthespeci&provisionsof this MOU is intended to be exdusive of any other riglit or remedy (g'von hereuixle.r or hereafi:er extstit'igatlaworinequity, Theexerciseofanyoneormorerightsortlzelectionofauyoiieor more remedies l:iy any party shall not constitute a waiver of the dght to exercise ot]ier available 'iights orpursue otlier availableicmedies,
m WITNE!98 WI{EREOF, this Agreement is entered into between Soutli Gate aiid Lynwood and sliall be effectiveas of the date set forth in 8ectton 9.2 above. 7Sigyxatures appear on tlie followtrtg pageJ
0 MO[Jbetween South Gate andLymvood
370
7 MOU behseen Srndli Gaie ai'id Isinsvood
('South Gate"
the Cit3/ of South Gate,
n California municilial corporattoxi
By:
Jas!ma Barroxi, Mayor
Attest:
Yodit (,lnze, City Clerk
Approved as to Forni:
nsi61 SaliQi, Cit3/ Attorney
The City oT Lynwood,
Gab-peta Camadi6, Mayor
Araria a City Clerk
Approved as to Form:
ASi3ffi.(HlmEt72 49DO-0420-3132%@
371
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Attachment C
Agenda Bill 04/14/26
City of South Gate
Tweedy Boulevard Street Improvements Project
Limits of improvements in Lynwood: 170' West of Long Beach Boulevard to 160' East of State Street
Engineer's Estimmate on the Non-Participatinglmprovements in Lynwood
Date: 11 /25/2025
Item No. Item Description
Non-
Participating
Participating
1 Signing/Striping $4,000.00 $22,704
2 Traffic Signal Modifications $0.00 $336,160
3 Street Improvements $284,646 $294,143
4 MobiLization $6,000 $14,000
5 Traffic ControL $15,000 $33,000
6 SWPPP $6,071 $13,929
7 Construction Survey $6,071 $13,929
8 Construciton Contingency $63,558 $145,573
9 CM and Inspection Services $30,000
10 PLans, Specificaitons and
Estimate
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LEGEND
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381
Item No. 10
APR 0 8 202(.'
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Ciffl of South Gate
CITY COUNCIL
AGENDA BT[LL
For the Regular Meeting of: April 14, 2026
Ori!ina,tirf,,D5p/lartment: Administrative Serviycesi, , ,\o austo Rob-Houston
alr_,ta(z:;
SUBJECT: INVESTMENT REPORT QUARTER ENDING DECEMBER 31, 2025 PURPOSE: California Government Code Section 53646 requires staff to submit a report to the City Council and City Manager, at least quarterly, which provides detailed information on all investments of the City.
RECOMMENDED ACTION: The City Council will consider receiving and filing the Quarterly Investment Report for the quarter ended December 31, 2025.
FISCAL IMPACT: Interest earnings totaled $821,583 for the quarter.
ANALYSIS: See Executive Summary and Background and Analysis sections below.
EXECUTIVE SUMMARY: As of December 31, 2025, the City's investment portfolio totaled $96,516,053 at cost and $96,454,157 at market value. The portfolio generated $821,583 in interest earnings during the quarter and remains fully compliant with the City's Investment Policy and California Government Code Section 53600 et seq. All investments are structured to preserve capital, ensure sufficient liquidity for operational needs, and deliver a reasonable rate of return within those constraints. There are no compliance issues, credit concerns, or liquidity constraints to report. The portfolio continues to perform as intended, providing stable earings while maintaining a highly liquid and low-risk position to support City operations.
While investment earnings provide a meaningful supplemental revenue source, the portfolio is managed primarily to ensure the safety and availability of public 'funds. It is not intended to offset the City's ongoing structural imbalance between revenues and expenditures.
BACKGROUND AND ANALYSIS: California Goven'unent Code Section 53646 requires quarterly reports to the City Council detailing investment activity and portfolio status.
This report provides the City Council with a current snapshot of the City's investment holdings, liquidity position, and compliance with applicable laws and policies as of December 31, 2025. 382
Attachments include detailed investment listings, cash balances, and prior-quarter reports for reference.
Consistent with the City's broader financial reporting, this report reflects the City's position at a point in time. It should be considered alongside the City's budget and multi-year financial outlook, which address the sustainability of ongoing operations.
Attached are the Investment Reports for the quarter ending December 31, 2025, for the City and Housing Authority (Attachment A), including the corresponding Schedule of Cash Balances (Attachment B). This submission provides the latest available valuation of the City's investment portfolio and serves to apprise the Council of the City's financial position as of the end of the first half of this fiscal year. Prior-quarter investment reports for September 30, June 30, and March 31, 2025, are included as Attachments C through E. Those reports were not previously presented to the City Council due to administrative delays; they are provided here in the interest of transparency and to give Council a complete view of portfolio activity over the fiscal year.
Portfolio Overview
The portfolio is invested in high-quality, fixed-income instruments consistent with the City's conservative investment policy. As of December 31, 2025, the portfolio was allocated as follows:
67.52% in the U.S. Bank First American Treasury Obligation money market fund ($65,168,467);
17.80% in the Local Agency Investment Fund ($17,183,950); 13.39% in U.S. Government and Governrnent Agency Issues ($12,921,637); and 1.29% in brokered certificates of deposit ($1,242,000). All securities are held under U.S. Bank's safekeeping. Portfolio balances declined from $106. 1 million as of December 31, 2024 to $96.5 million as of December 31, 2025, primarily reflecting the drawdown of LAIF balances to support operational cash flow needs, with LAIF decreasing from $29.3 million to $17.2 million over that period.
Liquidity and Maturity Profile
The portfolio maintains a highly liquid posture. The money market and LAIF positions, which together represented 85.32% of the portfolio ($82,352,417) at the close of December 2025, are available on a next-day basis. As of December 31, 2025, there were no fixed-income securities with maturities beyond one year; the furthest scheduled maturity was December 9, 2026, at 343 days. This structure ensures the City has ready access to funds to meet payroll, vendor obligations, and all other operational requirements without liquidity constraints. The total citywide cash balance as of December 31, 2025, was $102,294,011, of which $96,516,053 was invested, and $5,777,957 was uninvested.
Investment Performance
The City's investment portfolio earned $821,583 in interest during the quarter ended December 31, 2025. On an annualized basis, the portfolio generated an estimated yield of approximately
3.3%.
For context, a comparable benchmark, the State's Local Agency Investment Fund (LAIF), was earning approximately 4.2% to 4.5% during the same period. The difference is explained by 12 older bonds the City purchased in 2021, when interest rates were near historic lows. Those bonds earn an average of only O.8% and are reducing the portfolio's overall return. The good news is that 7-
383
all 12 bonds mature by November 2026, after which those funds can be reinvested at current, higher rates. Investment earnings are expected to improve as that happens.
The portfolio's paper value relative to its purchase price also improved significantly during the fiscal year, from a difference of ($708,259) as of December 31, 2024, to ($61,897) as of December 31, 2025, as those older bonds approached their maturity dates. All investments remain compliant with the City's Investment Policy, and overall performance meets expectations given the City's emphasis on safety and liquidity.
Policy Compliance
All investments held during the quarter were made in full compliance with the City's Investment Policy and California Governrnent Code Sections 53600 through 53607. Permitted investment types include U.S. government and agency securities, LAIF, money market funds, and FDIC- insured certificates of deposit, all of which are represented in the current portfolio. Per policy, maximum maturity is five years; the current portfolio's longest maturity is 343 days. No exceptions, violations, or credit events were identified during the quarter. Staff certify that the City has sufficient cash flow from investments maturing or from liquid funds to meet all anticipated expenditures for the next six months.
Strategic Outlook
Staff will continue to monitor interest rate conditions and cash flow needs over the coming quarters. The portfolio will remain conservatively positioned, with an emphasis on maintaining high liquidity while capturing available short-term yields. As interest rates evolve, staff will evaluate opportunities to optimize returns within the constraints of the City's Investment Policy.
In March 2026, the City retained Meeder Public Funds as its investment manager - the City's first actively managed investment relationship in many years. Meeder has begun transitioning the portfolio and will provide ongoing guidance on investment strategy, security selection, and reinvestment decisions as the legacy bonds mature throughout 2026. This engagement is expected to improve portfolio performance and strengthen the City's investment program going forward by adding layers of compliance, reporting, credit research, and trading capabilities across all eligible asset classes.
As of December 31, 2025, the City's General Fund had a positive cash balance of $18.4 million (Attachment B - Schedule of Cash Balances - December 31, 2025).
ATT ACHMENTS: A. Quarterly Investment Report - December 31, 2025 B. Schedule of Cash Balances - December 31, 2025
C. Quarterly Investment Report - September 30, 2025 D. Quarterly Investment Report - June 30, 2025
E. Quarterly Investment Report - March 31, 2025
384
CITY OF SOUTH GATE
QUARTERLY INVESTMENT REPORT
December 3'l, 2025
o
385
QUARTER ENDING DATE: 1213112025
clTY OF SOUTH GATE
INVESTMENT REPORT
December 31, 2025
u.s. GOVT & AGENCY IS811ES:
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
FEDERAL HOME LOAN BANK
US TREASURY NOTE
LIS TREASURY BOND
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
LIS TREASURY NOTE
US TREASURY NOTE
FEDERAL HOME LOAN BANK
FEDERAL FARM CREDIT BANK
FEDERAL FARM CREDIT BANK
3133EMP[)8
3i30AL6J8
3130ALFX7
91282CBWO
gl2833LZl
3133EML67
3130ANFU9
91282CCP4
gl282CCW9
3130ANW71
3133EMK5
3133ENFPO
CORPORATE BONDS - MEtllUM TERM NOTES:
None
u.s. TREASURY BILLS:
None
BROKERED, CERTIFICATES OF DEPOSIT:
Grand Bank Tulsa Okla 38522ABR6
Poppy Bank Sanla Rosa CA 733f9FAZ2
Capiital One Bank USA NatJ Assn 14042TEH6
Capital One Nat'l Assn McLean 14042RQN4
Toyota Finl Svgs Bk Hend Nv 89235MMH1
22065
57903
33%4
4297
57542
TOTAL CITY INVlSiTMENTSi (undar LI.S. Bank Safekesplnql MONEY MARKETIOVERNIGHT SWEEP ACCOUNTS:
u.s. Bank - First Amencan Treasury Obligatlon
LAIF lNVESTMENT5i:
General Fund Pooled Accounts
%using 4uthonty
TOT AL INVESTMENTS
TOT AL UNREALIZED GAINI(108ffl)
TOT AL ACCRtlED INTEREST
AAA
AAA
AAA
MA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
2t'l8/2021
>rpar:io:i
3/1 012021
7{21/2021
siism:i
6/2212021
7{30/2021
8/1 2V2021
j21212D2j
912312021
12/2/2021
i gzrzo>i
mgizozi
>ri 912021
iztstzo:ii
12/8/2021
121912021
1213112025
2/2/2026
2/24/2026
3/1012026
4{30/202B
5h512D2B
8/22/202B
mgr>oza
7/3112026
8131120:J
912312026
iotioi;iozs
i 1/3012026
1129/2028
2/19/2026
iztsaozt+
izrsrms
1 2191202ti
111{2026
12131f2025 1/i/2026
igsirzozs U112026
33 55
eg
120
j35
173
210
212
243
266
293
334
TOTAL
TOTAL
TOTAL
29 50
342
342
343
TOTAL
1 TOTAL
I
1 TOTAL
997.'lOD.OD
995,61 0.00
1988,920.00
ggo,aao.oo
986.830.00
987,050.00
984,290.00
983,230.00
98t710.00
982,580.(Kl
980,550.00
981,350.00
12,840,050.00
248,320.23
247,849.62
242.682 88
242,682.88
242,668.00
1,224,203.61
14,064,253.61
66,'168,467.2'l
65,168,467.21
ir,irs,gir .2fi
45,5'l8.79
17,221,436.04
!16,464,'156.86
1,000,000.00
1 ,ooo,ooo.oo
i ,gao,aso.oo
i ,002,108.85
96(1;t30.00
997,500.00
i ,000,OF)0.00
992,946.00
986,i52.0[)
1 ,000,OO[I.OO
ggt.ooo.oo
1 ,005,450.00
12,921,636.65
24!1,000.00
249,000.0[)
248.00[).00
248,000.00
248.000.0[)
1,242,(100.00
14,163,636.65
65A68,4B7.21
85,168,467.21
17,138,52!).84
45.419.h
17,183,949.55
96,516,053.41
(2,900.00)
(4.390.00)
8,570.00
(11 ,278j!5)
26,700.00
(10,450 (10)
(i 5,710 00)
(9,718.00)
(4,442.00)
(1 7,42(1.00)
(16,450.00)
(24,100.00)
181,6a6.66)
(67Q.77)
(1,150.38)
(5,317.12)
(5,317.12)
i6,332.00)
(17,796.39)
1.882.50
2,204.86
3.7oo.oo
1.284.53
0.00 200.00
3,588.89
2.61 5.49
2,648.34
2.749.44
2.248.33
1.257.22
24,259.60
10.92 35.48
203 84
203.84
195.34
649.42
0.00 178,998.30
0.00 178,996.30
0.45%
0.63%
0.60%
0.76'/.
0.00'/n
0.81%
0.86%
0.64%
0.7B%
t03%
J.j 8%
1.49%
0.40%
0.40%
t28%
1 .28%
1.28%
3.21 %
37,3F17.41 236,214.71 4.20%
99.08 480.25 4.20%
37,486.49 236,694.9B
(at,age.sa)
440,800.28
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Semi-Annual
Sami-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Seml-Annual
Semi-Annual
Semi-Annual
Semi-Annua[
Seml-Annual
sem:.annual
Monthly
Monthly
Monthly
Monthly
Monthly
Monihly
Quaderly
Quarterly
NOte (1 'l - The elC€ Ned inttlr8St iS t)N) Cibl S intimate Of Interest baSld On fh9 rate and ending balance. The actual amounts are diffenent. 386
Attachment B
Agenda Bill 04/14/26
SCHEDULE OF CASH BALANCES
December 31, 2025
Fund #
100
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
230
231
232
233
235
236
237
238
240
241
242
243
245
246
251
252
253
261
262
263
264
265
266
267
268
271
311
321
322
411
412
413
511
521
522
523
524
611
711
901
903
Fund Name
GeneralFund $
Traffic Safety
Gas Tax
mA Bikeway
Street Sweeping
Road Repair and Accountability Act
CASp Certification and Training
Measure W Stormwater
Used Oil Recycling Program
Beverage Container Recyc(ing Grant
Road Mitigation Program
Prop A Transit
Prop C Transit
SCAQMD
Measure R Transit
Measure M
State COPS Grant
Law Enforcement Grants
Homeland Security Grant
State Community & Corrections Grant
Asset Forfeiture
OTS Grant
JAG/Edward Byrne Memorial Grant
Homeless Outreach Services Team (HOST)
Housing Authority - Development Projects
Housing Authority
Home Program
CDBG
ARRA
Emergency Housing Voucher (EHV)
Street Lighting & Landscaping
Tweedy P & BIA
Integrated Waste Mgmt (AB939/SB1383)
Federal & State Grants
UDAG
Public Access Corp.
West Santa Ana Branch T(X) SIP
Permanent Local Housing Grant
SB2 Grant
LEAP Grant
American Rescue Plan Act (ARPA)
Park Enhancement
Capital Improvements
Successor Agency to the CDC
Low/Mod Income Housing
Water
Sewer
Refuse Collection
Insurance
Fleet Management
Information Systems
Capital Asset & Equipment Replacement
Building & Infrastructure Maintenance
Successor Agency - Debt Service & ROPS
Trust and Agency
Inventory Clearing
Payroll Clearing
Total All Funds
Unrestrtcted
Balance
18,444,464.54
450,174.44
I ,875,215.21
7,159,200.99
Restricted
Balance
1 ,984,718.93
(87,755.90)
48,763.55
5,386,342.46
128,001.25
1,225,617.81
(11 ,337.42)
36,728.00
302,151 .45
8,980,793.33
5,242,380.78
483,627.84
2,664,649.58
2,168,244.70
527,214.43
494,862.53
(44,619.99)
10,240.89
2,061 ,gg!).aEl
(301.12)
133,549.67
15,398.67
(1 89,076.18)
(660,128.80)
567,418.26
(441,182.95)
(701 ,634.24)
29,349.50
762,958.21
(10,406,678.80)
121,090.73
17,061.89
(763.75)
(285,368.44)
4,737,829.76
(2,551 ,010.39)
(187,495.13)
39,734,361 .82
(231 ,698.83)
6:31,917.74
1 ,336,7 40.43
2,175,283.11
4,990,292.66
2,364,218.25
253,212.52
37,712,061.72
(175,123.97)
885,902.82
(163,787.38)
64,581,949.13
Invested Amount
Uninvested Cash
Total Cash
Total
I 8,444,464.54
1 ,984,718.93
(87,755.90)
48,763.55
5,386,342.46
128,001.25
1 ,225,617.81
(11 ,337.42)
36,728.00
302,151.45
8,980,793.33
5,242,380.78
483,627.84
2,664,649.58
2,168,244.70
527,214.43
494,862.53
(44,619.99)
10,240.89
2,061 ,995.39
(301.12)
i 33,549.67
15,398.67
(189,076.18)
(660,128.80)
567,418.26
(441 ,182.95)
(701 ,634.24)
29,349.50
762,958.21
(10,406,678.80)
450,174.44
121,090.73
17,061.89
(763.75)
(285,368.44)
4,737,829.76
1,875,215.21
(2,551 ,010.39)
(187,495.13)
39,734,361 .82
(231 ,698.83)
631,917.74
7,159,200.99
1 ,336,7 40.43
2 ,175,283.11
4,990,292.66
2,364,218.25
(175,123.97)
885,902.82
(163,787.38)
253,212.52
102,294,010.85
$96,516,053.41
$5,777,957.44
$102,294,010.85
387
CITY OF SOUTH GATE
QUARTERLY INVESTMENT REPORT
September 30, 2025
388
QUARTER ENDING DATE: !lt30l2025
CITY OF SOUTH GATE
INVESTMENT REPORT
September 30, 2025
u.s. aov'r & AGENCY I!iSLlES:
FANNIEMAE
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
FEDERAL taARM CREDIT BANK
FEDERAL hlOME LOAN BANK
FEDERAL HOME LOAN BANK
US TREASURY NOTE
US TREASURY BOND
FEDERAL FARM CRE[)IT BANK
FEDERAL HOME LOAN BANK
US TREASURY NOTE
US TREASURY NOTE
FEDERAL HOME LOAN BANK
FEDERAL FARM CREDIT BANK
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
3136G44U4
31 33EMDZ2
3130AKFJO
3i33EMPD8
3130AL6J8
3130ALFX7
9'l282CBW0
912833LZ1
3133EML67
3'l30ANFU9
91282CCP4
91282CCW9
3130ANW71
3133ENBK5
3133ENFPO
31 30ASPE3
CORPORATE BONDS - MEDIUM TERM NOTES:
None
u.s. TREASURY BILLS:
None
BROKERED, CERTIFICATES OF DEPOSIT:
Jonesboio State Bank 48040PJT3
Bank Hapoalim B M New York [)625'lA2Q2
BMO Hans Bk National Assn 05600XBQ2
JP Morgan Chase Bk NA 48'l2811UZ0
Grand Bank Tulsa Okla 38522ABR6
Poppy Bank Santa Rosa CA 733j 9FAZ2
Capiiial One Bank USA Narl Assn 14042TEH6
Capiial One Nafl Assn McLean 14042RQN4
Toyota Flnl Svgg Bk Hand Nv 89235MMHl
9325
33688
16571
628
22085
579(13
33954
4297
57542
TOTAL CITY 1NVE8TMENTS lunder u.s. Bank SafekaepinqT MONEY M ARKETIOVERNIGHT SWEEP ACCOUNTS:
u S. Bank - First American Treasury Obligation
LAIF INVESTMENTS:
Gsneial Fund Pooled Accounts
Housing Authority
TOT AL INVESTMENTS
TOTAL uNREALIZED GAIN{(uOll)
TOTAL ACCRUED INTEREST
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
1 0/2072020
12jll2020
i iri stzozo
2/181202j
2724/2021
atioi;io:ii
7121{2021
5/1 512021
6/22/2021
-irsomni
atl 212021
12/212021
gtzsizozi
1 212j2021
121212021
7/2872022
12/1112020
12jl4/2020
i2tl8j2020
1212912020
1 /2912021
2tl 9/2021
1 2V8/2021
t:usizozi
1219/2021
iotzoizozs
ioizvzozs
l Ui2/2025
2/2/2026
2724/2028
3/101202ti
,U3(V2026
5/1512026
st:zzozs
712972026
7j3'll2026
8/31/2026
912:V20:28
10 /2012026
1 1/3at2026
712872027
12{fU2025
i>risizo:is
121'l812025
12/2912025
ii:zer;o:s
ztigizoza
12/8/2026
12{8/2026
i:V9/2026
20 21
43 125
147
i61
212
227
265
302
304
335
358
385
426
666
TOTAL
TOTAL
TOTAL
gtsotzo;is ioiihozs i
TOTAL
913012025 iorir>ozs 1
1 TOTAL
998;100.00
ggz,ggo.no
995,750.00
988i20.00
986,740.00
1,9710[10.0[1
982,480.00
977,210.00
980,120 00
976,480.00
974,390.00
973,230.00
976,100.00
974,480.00
973,61 0.00
999130.00
16,724,930.00
247,276.92
247120.05
247,037.88
246,781 .41
246,044.37
245,596.17
240,795.60
240,795.60
240,780.72
2,202,228.72
59,587.579.i5
59,587,579.15
25,376,917.52
45,015.80
25,421,933.13
lt+3,936,671.00
X ,000,000.00
I ,ooo,ooo.oo
998,750.00
1.000.000.00
I ,00(1,000.00
q ,gso,aso.oo
'1,002.108.65
960.130.00
997,500.00
1,000,000.00
992.946.00
986,i52.00
1 ,ooo,ooo.oo
997,000.00
1 ,005,450.00
i,000,000.00
lti,920,38(i.65
249.000.00
249,000.00
249,000.00
249,000.00
249.000.00
249,000.00
248,000.00
248,000.00
248.000.00
2,238,000.00
19,158,386.65
59.587,579.15
69,587,579.15
26,328,045.02
44,g28.91
25,372,973.93
104,118,939.73
(1 ,900.0[))
(2,010.00)
(3,000.00)
(11 ,880.00)
(13,280.00)
(9.350.00)
(19,628.85)
17,080.00
(17,380.00)
(23,520.(10)
(18.658.00)
(12.922.00)
(23.900 00)
(22,520.00)
(31,840.00)
i870.00)
(195,45eJl5)
(1 ,723.08)
11 ,879.95)
(1,9B2.12)
(2,218.59)
(2J55.63)
(3,403.83)
(7,204.4(1)
(7,204.40)
(7,219.28)
(36,771 .28)
2,236.11
2,311.11
2,046.39
737.50
642.36
700.00
3,138.59
0.00 2,2(10.00
i .463.89
1 ,052.99
842.27
224.44
5.098.33
4.907.22
7,525.00
34,926.2(1
8t86
371 .79
44.34 320.63
8.19 32.75
976.71
976.71
968.22
3,781.20
38,707.40
0.00 176,382.03
0.00 176,382.03
0.50%
0.52%
0.53%
0.48%
0.63%
0.61 %
0.76%
O.OO%
0.82%
0.87%
0.64%
0.77%
LO3%
1.17%
'l 50%
4.30%
0.60%
0.50%
0.50%
0.50%
0.40%
0.4S%
1. 29'/5
1.29%
129%
3.55%
48,872.50 310,484.82 4.34%
86.69 490.80 4.34')'5
48,959.2 €1 310,975.62
(182,268.73)
Lnw
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
!ow
Low
Low
Low
Semi-Annual
Semi-Annual
Semi-Annual
Seml-Aniiual
Semi-Annual
Semi-Annuar
Semi-Annual
Semi-Annual
Semi-Annual
8emi-Annual
Semi-Annua(
8eml-Annual
Semi-Annual
Semi-Annual
Seml-An+iual
Semi-Annual
Monthly
Semi-Annual
Quarterly
Semi-Annual
Monthly
Monthly
Monthl7
Monthly
Monthl)l
Monthly
Quarterly
Quadetly
Note (1 ) - The accnued interest is the City' s estimate of imeresk based on the rate and ehdlng balance. The aciual amounts ane different. 389
0 CITI OF SOUTH GATE
QUARTERLY INVESTMENT REPORT
June 30, 2025
o
390
QUARTER ENDING DATE: 613[1/2025
CITY OF SOUTH GATE
INVESTMENT REPORT
June 30, 2025
u.s. aov'r & AGENCY ISSUES:
US TREASURY NOTE
FEDERAL HOME LOAN BANK
FEDERAL HOME LOAN BANK
FANNIE MAE
FANNIE MAE
FEDERAL HOME LOAN BANK
FREDDIE MAC
FANNIE MAE
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
FEDERAL HOME LOAN BANK
US TREASURY NOTE
US TREASURY BOND
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
11S TREASURY NOTE
US TREASURY NOTE
FEDERAL HOME LOAN BANK
FEDERAL FARM CREDIT BANK
FEDERA! FARM CREDIT BANK
FEDERAL HOME LOAN BANK
91282CEY3
3130ASRM3
3130ASS75
3136G4G31
aiasa<t<sg
3130AK5E2
3137EAEX3
3136G44U4
3133EMDZ2
3'l30AKFJ0
3133EMPD8
31 30AL6J8
3130ALFX7
91282CBWO
912833L2'l
3'l33EML67
3130ANFL19
91282CCP4
91282CCW9
3130ANW7'l
3'l33ENBK5
3i33ENFP0
3130ASPE3
CORPORATE BONDS - MEDIUM TERM NOTES:
None
U.!5. TREASURY BILLS:
None
BROKERED, CERTIFICATES OF DEPOSIT:
Flagstai Bank FSB Troy Mich 33847E3W5
Balboa Thm & Loan Assoc Chula 05765LBA4
lsk Financial Bank USA 32022RNTO
Northeast Community Bank White 684122AF5
Bank Kiemlin Oklahoma 063048AN6
Bank3Tennessee 06653LAP5
Crown Bank Na Ocean City 22821 2AQ9
Jonesboro State Bank 48040PJT3
Bank Hapoallm B M New Yotk 06251A2Q2
BMO Harls Bk National Assn 05600XBQ2
JP Morgan Chase Bk NA 48128ullZO
Grand Bank Tulsa Okla 38522ABR8
Poppy Bank Santa Rosa CA 73319FAZ2
Capiital One Bank USA Nat'l Assn 14042TEH6
Capital One Nat'l Assn McLean %042RQN4
Toyota Finl Svgs Bk Hend Nv 89235MMH1
32641
26704
1673
29147
11526
15205
34259
9325
33686
16671
628
22065
57903
33954
4297
57542
TOTAL CITY INVESTMENTS tunder u.s. Bank Safekeepinql AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AM
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AAA
AM
AAA
AAA
AAA
AAA
711912022
7/2872022
712712022
'ir:mo;i>
811912020
6/1 or:io:ii
sr>o>i
1 0/20/2020
iztvzozo
11713/2020
2{18/2021
:ir;ia;iozi
3/1072021
7/2ij2021
511 572021
tir>>r>o>i
ztsorm:i
ari:ir:ozi
12/212021
912312021
i zzizozi
i2t2/2021
7/2al2022
7722/2020
713112020
aiigizozo
ar>orzo:io
aizsizozo
stzsizozo
91412020
12/1 112020
12/14/2020
12/18/2020
1 2/2912020
1129/2021
2/19/2021
1 218/2021
12/812021
12/912021
7715/2025
7730/2(125
8/19/2025
araram>s
9123/2025
i otzoi:ozs
11112/2025
21212026
2/24/2026
sritit>oie
4/3012026
5/15/2026
8f22/2026
7129/2028
773112026
8/31/2026
972372026
10120/2026
i 1130/2028
712812027
7/22/2025
7/3U2025
siigtzo;is
8/2072025
al2672025
aizsrzozs
9/4/2025
i:nzarzo>s
1211512025
ivrisrzo;is
12/29/2026
ir>arzoza
2/1 al2026
12{812026
i;V8j2028
izgizoza
15 28
28 30
50 66
85 112
113
135
217
239
253
304
319
357
394
396
427
450
477
518
758
TOTAL
TOTAL
TOTAL
22 31
50 51
57 59
66 164
168
171
182
213
234
526
526
527
TOTAL
999,470.00
999,310.00
ggg,:izo.oo
996,980.00
994.770.00
ggz,sgo.oo
990,a90.00
988,270.00
988,600.00
985,930.00
978.410.00
978,750.00
i ,gso,szo.oo
g':i.goo.oo
967,370.00
968,320.Otl
%6.590.00
964,730.00
gss,zgo.oo
gsa,iio.oo
965,330.00
966,810.00
998,670.00
23,541,030.00
248,427.30
248165.86
247,675.32
247,647.93
247,466.18
247.411.38
247,247.04
244.923.87
244.877.36
244,6[]2.68
244,336.23
243,568.82
243;ii3.64
238,46'l.92
238.461.92
238.447.04
3,914,632.44
996,764.06
1 ,ooo,ooo.oo
1 ,ooo,ooo.oo
gao,iaa.oi
1 ,ooo,ooo.oo
994.76!1.00
1 ,ooo,otio.oo
1,000,000.00
1,000,000.00
998,750.00
i,000,000.00
1,000,000.00
1 ,gao,:iso.oo
i,002,108.65
960,130.00
(197,500.00
1 ,000.000.00
992,946.00
988152.00
1 ,O(10,O[IO.OO
997,000.00
1,005,450.00
1 ,ooo,ooo.oo
23,842,062.72
249,000.Otl
249.000.00
z<g.ooo.oo
249.000.00
249,000.00
249,000.00
249,000.00
249,(100.00
249,000.00
249,0[]0.00
zng,ooo.oo
249.000.00
249,000.OC1
248,000.00
248,000.OC1
248.000.0(1
3,9B1000.00
2,705.94
(690.00)
(680.00)
66,836.99
(5,230.00)
(i,szg.oo)
(g,iio.oo)
(11,730.00)
(11 ,400.00)
(12,820.00)
(21 ,590.00)
(23,250 00)
12J530.00)
(29,208.65)
7,240.00
(29,180.00)
(33,410.(}(1)
(28,216.00)
(22.3B2.00)
(35,890.00)
(31,870.00)
(38,840 00)
(1 ,330.00)
(301 ,032.72)
i572.70)
(834.15)
(1,324.88)
(1,352.07)
(i633.84)
(1,588.62)
(1752.96)
(4.076.13)
(4,322.64)
(4,397.34)
(4,683.77)
(6.433J)
(5,88B.36)
(9,538.08)
(9,538.08)
(g,ssz.ge)
(ss,ssy.sa)
13 ,839.78
14 ,875.00
14,960.00
2.726.39
1,833.33
1,218.75
1 ,02[).83
9as.l 1
i.011.1l
721.39
I ,862 50
2,2a4.86
3,700.00
t263.59
0.00 200.00
3,588.89
2,607.04
2.506.79
2.749.44
2,248.33
1,257.22
'18.275.0(1
95,656.35
654 90
2.39 36.84
33.77 13.64
8.1 !l
73.68 81.86
57.99 44.34
6.82 8.19
32.75 195.34
i95.34
186.85
1,ti32.89
97,289.24
3.00%
3.50%
3.52%
0.65%
0.50%
0.38%
0.38%
0.5 'l %
0.53%
0.54%
0.46%
0.64%
0.62%
0.77%
O.OO%
0.83 %
[).88%
0.65%
0.78%
105%
1.18"/o
15 1 ')'o
4.31%
0.60%
0.35%
0.45%
0.45%
0.40'/.
0.40%
0.40%
0.61 %
0.51 %
0.54%
0.5 S %
0.4 4 '/a
0.44%
1. 30%
t30"A
1 .30%
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semj-4nnual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Seml-Annual
Semi-Annual
Semi-Annual
SemiAnnual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Seml-Annual
Semi-Annual
Semi-Annual
MonfhlV
Monthly
Monthly
Mo7ihly
Moltthh/
M(inthly
Monthly
Semi-Annual
Quarterly
Semi-Annual
MonthlV
Monthh/
Monthly
MonthlV
Monthly
MONEY MARKET{OVERNIGHT SWEEP AC.COUNTS:
u.s. Bank - First Amencan Treasury Obligation
LAIF INVE!iTMENTSi:
General Fund Pooled Accounts
Housing AuthonRy
6130/2025 711/2025
arsoi:io>s yrir:o>s
6/30/2025 711/2025
1 TOTAL
1 t
TOTAL
50,238,010.21
50.238,010.21
so.oas,atg.oei
44.495.26
30,079A14.31
50.238,010.21
50,238,010.21
29.999,370.52
44,442.Otl
30,043,812.52
0.00 153.252.56
0.00 153,252.56
3.79%
35 ,948.54 328,674.50 4.40%
53.26 486.gl a.aos
36 ,001.79 329,161.41
Low Monthl)T
Quarterly
Quarterly
391
TOT AL INVESTMENTS 107,773,488.96
108,104,885.45
TOTAL LINREALIZED GAINI(LOSS) (331,398.49)
TOTAL ACCRUED INTEREST 579,703.21
Note (1 ) - The accnied Interest is the Ciiy's estimate of interest based on the rate and ending balance. The actual amounts aye different. 392
M
ClTf OF SOUTH GATE
QUARTERLY INVESTMENT REPORT
March 31, 2025
o
393
QU ARTER ENDING DATE: 3131t2025
CITY OF SOUTH GATE
INVESTMENT REPORT
March 31 2025
u.s. aovr & AGENCY 18SuES:
FEDERAL HOME LOAN BANK
FANNIE MAE
LIS TREASLIRY NOTE
FREDDIE MAC
FEDERAL HOME LOAN BANK
LIS TREASURY NOTE
FEDERAL HOME LOAN BANK
FEDERAL HOME LOAN BANK
FANNIE MAE
FANNIE MAE
FEDERAL HOME LOAN BANK
FREDDIE MAC
FANNIE MAE
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
Fa)ERAk FARM CREDIT BANK
FEDERAL HOME LOAN BANK
FEDERAL HOME LOAN BANK
US TREASURY NOTE
US TREASURY BOND
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
US TREASURY NOTE
US TREASURY NOTE
FEDERAl HOME LOAN BANK
FEDERAL FARM CREDIT BANK
FEDERAL FARM CREDIT BANK
FEDERAL HOME LOAN BANK
3Y30ARH79
.3135GO3u5
912828ZL7
3134GXRG1
3130ASG86
91282CEY3
3130ASRM3
3130ASS75
31 36G4G31
3136G4K69
3130AK5E2
3137EAEX3
3136G44u4
3133EMD!2
3130AKFJ0
3133EMPD8
3130AL6J8
3i30ALFX7
91282CBW0
912833LZ1
3133EML67
3'l 30ANFU9
9i282CCP4
91282 €:CW9
3130ANW71
3133ENBK5
3133ENFPO
3130ASPE3
CORPORATE BONDS - MEOILIM TERM NOTES:
None
u.s. TREASURY BILLS:
None
BROKERED, CERTIFICATES OF DEPOSIT:
Encore Bk Lmle Rock Ark 29260MBF1
Summit ST Bk Santa Rosa Ca 866264DP6
MinnewaatBank 60425SJC4
Malaga Bank Palos Vendes Est C 56102AALO
Flagstat Bank FSB Troy Mich 33847E3W5
Balboa Thnft & Loan Assoc Chula 057B5LBA4
1st Financlal Bank USA 32022RNTO
NortheastCommunityBankWhite 664122AF5
Bank Kremlin Oklahoma 063046AN6
Bank3Tennessee 06653LAP5
Crown Bank Na Ocean City 228212AQ9
Jonesbom State Bank 48040PJT3
Bank Hapoalim B M New York 06251A2Q2
BMO Harls Bk NaUonal Assn 05(i00XBQ2
JP Morgan Chase Bk NA 4812811UZO
BROKERED, CERTIFICATES OF DEPOSIT Icontadl:
Grand Bank Tulsa Okla
Poppy Bank Santa Rosa CA
Csplital One Bank USA Nat'l Assn
Caplfal One Nat'l Assn McLean
Toyota Finl Svgg Bk Hend Nv
38522ABR6
73319FAZ2
14042TEH6
14042RQN4
89235MMH1
34562
32203
18958
32282
32541
26704
1873
29al47
11528
15205
34259
9325
33686
16671
628
22065
57903
33954
4297
57542
TOTAL CTTY INVESTMENTS lunder L1.S. Bank Safekeeplnqi AAA
AAA
AAA
AAA
AAA
ari 1/2022
772712022
igtzozi
m-rr:rnz
7/1912022
7jl9f2022
mat:zo:
mrr:m:
7/27/2022
ariarpa>ri
6/1012021
iraizozi
i oizotiozo
12/1/2020
11113{2020
2/24/2021
3/lOf2021
7{21/2021
risno
6/2212021
7/3(V2021
atiyzozi
121212021
9/2312021
12/2/2021
12{2j2021
511 512020
srisnozo
8719/2020
al2B/2020
7/2212020
7/31/2020
8ml202Cl
812812020
8/2at2020
er<rzo:io
12711/2020
l'2fi812(12Cl
mgr>oz*
2/1912021
12/8/202i
i astzo:i
1 2/9/2021
ari ir:mzs
4/2212025
arwzo:is
srtzzozs
6/1312025
msr>o;:s
msr;o>s
maizozs
7/3012025
sttgizozs
mt:ozs
gt:ist;iozs
1 0/20/2025
1072112025
i iri:azozs
212/2028
2/2412028
attotzozs
4130/2026
srismne
6/2212028
mgr>oza
mirzoia
8131/2026
W2312026
in/2012026
1 tt:ioi:io;is
712812027
srisi;o:s
!!15/2025
E!1972025
smrms
7122/2025
7/31/2025
siigtms
sizotzozs
srzsr:iozs
aizstzo:is
gi*zozs
izi vio:is
12115/2025
1M812C125
i>rzeao>s
mgtzo:is
zigtzoza
'12/8/2028
tzstzo:s
izgt;io:is
TOTAL
TOTAL
45 45
49 87
113
122
141
142
148
150
157
255
259
262
273
304
325
817
617
6'l8
TOTAL
999,49[).00
997,820.00
998,860.00
998,460.00
997,990.00
996,220.00
997,380.00
997.4so.oo
987.960.00
985,470.00
983.300.00
981 .<oo.oo
979.4'lO.00
979.960.00
977,550.00
969,550.0[)
989.180.00
1934,740.00
965.4'lO.00
gst,oso.oc
96i3to.oo
958:13o.oo
956,800.0[1
956,090.00
956,270.00
gss.zzo.oo
958.930.0[)
998.330.0[)
28,355.290.00
247.909.38
24(i,93B.08
247.8(i5.36
246.624.54
246,158.91
245,770.47
245.377.05
245,352.i5
245,i57.93
245.108.13
244,961 .22
242,87 4.60
242,643.03
242.528.49
242,29!1.4'l
241.403.01
240,947.34
236.6ffi.28
238,619.28
;as,sgg.u
4,869,555.10
'l .OOO.OOO.OO
938.805.27
i .ooz.gi<.oo
ggs,ggs.oi
1 ,005,894.56
996,764.08
I ,ooo,ooo.oo
j ,ooo,ooo.oo
930,i43.Oi
I ,ooo,ooo.oo
994,769.00
i,000,000.00
1 ,ooo,ooo.oo
1 .OOO.OOO.OO
9!18,750.00
1 ,ooo,ooo.oo
i,000,000.00
1 ,980,350.0[)
i,002108.65
960,130.00
997,500.00
1 ,(100,000.0(}
992,946.0(1
986,i52.00
1 ,000,000.00
ggz.ooo.oo
1 ,005,450.00
1 ,ooo,ooo.oo
28,785,871 .66
249,000.00
248,0[10.00
249.000.00
249.000.00
249.000.00
249.000.00
24:9,0[)[).00
249,000.00
249.000.00
249.000.00
243000.00
249,000.0[)
249,000.0[1
249,000.00
249,000.00
249.000.00
249,0[10.00
248,000.00
248,000.00
248.000.00
4,976,000.00
(510.00)
59,Oi4.73
((i,054.00)
2,464 99
(7,%4.56)
(544.06)
(2,620.00)
(2,550.00)
57.816.99
(14,530.00)
(11 .469.00)
(18.600.00)
(20,590.00)
(20,040.00)
(21 ,200.00)
(30,450.00)
(30,840.00)
(45,81 0.00)
(36,698.65)
(3,050.00)
(36,190.00)
(41 .870.00)
(36,14!1.00)
(30.082.t)0)
(43,730.00)
(40,230.00)
(48,520.00)
(1 ,B70.00i
(430,381 .56)
(1,090.62)
(1,083.92)
(1,334jl4)
(2,375.46)
(2,841.09)
(3,2:g.53)
(3,822.S)5)
(3.847.85)
(3.842.07)
(3,891.67)
(4,038.78)
(!1125.4(i)
(J3%.97)
(8.471.51)
(J700.59)
(7,596.99)
(8.052.66)
(1 j,380.721
(11 ,3B0.72)
(li,400.56)
(106,444.90)
12,041 .67
2,760.42
1.574.59
11,776.39
1 (1,125.(1(1
6,298.34
6,125.00
6,i60.00
l'lOt39
583.33
281.25
83.33 2,238.11
2,31tll
2.046.39
737.50
642.36
700.00
3,149.17
0.00 2,200.00
1,463.89
1,035.91
652.17
224.44
5,098.33
4,907.22
7.525.00
93,840.3i
92.78 791.22
31.04 12.28
282.43
2.39 39.91
36.84 '16.37
10.92 76.4i
85.96 368.38
47.75 317.22
iO.92
35.48 988.22
gtis.zz
959.73
5,154.4T
2.55%
0.63%
0.38%
3.05')'o
3.38%
3.0'l%
3.51%
3.53%
0.66%
0.51%
0.38%
0.38%
0.5 'l %
0.53%
0.54%
0.46%
0.64%
0.62%
0.78%
O.OO%
0.83%
0.89%
0.65'+'e
0.78%
t06%
1.19%
t52%
4.31 %
0.80%
0.85%
0.35%
0.30%
0.6 j '/o
0.35%
0.46%
0.46%
0.41 %
0.41 %
0.4 S %
0.62%
0.5 j %
0.5j%
0.51%
0.41 %
0.41%
j.31%
t31%
t3 I %
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Low
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Seml-Annual
Semi-Annual
Seml-Annual
Semi-Annual
Seml-Annual
Semi-Annual
Semi-Annual
Semi-Annual
Semi-Aiinusi
Semi-Annual
Semi-Annua+
Semi-Annual
Semi-Annual
Senli-Annual
Semi-Annual
Semi-Annual
Seml-Annual
Semi-Annual
Semi-Annuat
Semi-Annual
Monthly
Semi-Annual
Monthly
Monthly
Semi-Annual
Monthly
Monthly
Monthly
Monthly
Monthly
MonthlV
Monthly
Semi-Annual
Quar}erly
Semi-Annual
Monthly
Monthly
MonfhlV
Monthly
Monthly
MONEY MARKET/OVERNIGHT SWEEP ACCOUNTS:
L1.S. Flank - Flrst Amencan Tressuiy Obllgation 3/3112025 4/1/2025 1 TOTAL
43,72!1.91 5.5t
43,728,915.51
43,728,915.51
43,728,915.51
0.00 131.83t27
[1.00 131,831.27
3.80% Low Monjhl)l
394
LAIF INVESTMENTS:
General Fund Pooled Accounts
Houslng Authorlty
i:tair;iozo aw:ozs 1 29,697,673.43 29,872,475.84 25,197.59 326,894.68 4.4B% 12/3172024 411/2025 1
TOTAL
43.994.92
29,741,668.35
43,957.59
29,716,433.43
37.33 484.41
25,234.92 327,379.09
4.48%
TOT AL INVESTMENTS 106,695,428J6
107,207,020.50
TOTAL uNREALIZED GAINI(1098) (511,591.54)
TOTAL ACCRUED INTEREST 558,205.i4
Note (1 ) - The accrued mteiest is the City's estimate of interest based on the rate and ending balance. The actual amounts are different. 1 Quattetly
Quafetly
395
Item No. 11
bPR 0 9 20:)(i
FILED
(;'f'E3M
CUy of South Gate
CITY COUNCIL
A(SENIDA IBT[T[,Jl
For the Regular Meeting of: April 14, 2026
Department Director:
Originating Department: Community Development
Gab\ielPereV RobHouston
SUBJECT: GENERAL PLAN AND HOUSING ELEMENT ANNUAL PROGRESS REPORTS FOR 2025
PURPOSE: Each jurisdiction in California is required to create an annual progress report (APR) on the status and progress in implementing the General Plan and Housing Element and submit it to the State Department of Housing and Cornrnunity Development (HCD) by April Ist of the following calendar year.
Additionally, jurisdictions must also submit the General Plan APR to both the Office of Planning and Research (OPR). The attached reports have been compiled in compliance with the State's requirements.
RECOMMENDED ACTIONS: The City Council will consider:
a. Receiving and filing the General Plan and Housing Element APRs for calendar year 2025; and
b. Directing staff to file the APRs to HCD and OPR prior to the April 1, 2026, deadline.
FISCAL IMPACT: None.
ALIGNMENT WITH COUNCIL GOALS: The filing of the General Plan and Housing Element APRs supports the goal of creating strong and sustainable neighborhoods. Monitoring housing development ensures the City is making progress in the creation of new housing stock and working toward creating greater housing opportunities for South Gate residents.
ANALYSIS: California Government Code Section 65400 requires local governments to prepare and provide an annual report to the legislative body (Mayor and City Council) on the stahis of its progress in implementing the Housing Element of its General Plan. These reports are required to be submitted to the HCD each year for the reporting period of the previous calendar year by April ls', Failure to submit this report by the deadline would leave the City in violation of this State law.
BACKGROUND: The General Plan APR is a surnrnary of activities affecting the General Plan during the reporting year. The Housing Element APR is prepared using the standard forms developed by HCD and must be submitted either via online portal or email.
The Housing Element APR tracks the City's progress in developing residential units in the various income categories pursuant to the City's Regional Housing Needs Allocation (RHNA). The Housing Element APR also documents the City's progress implementing the Goals, Policies, and Programs of the current Housing Element.
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Summary of Progress
Attached to this report are a series of tables that constitute the State's required format for a Housing Element APR:
* Table A: Housing Development Applications Submitted * Table A2: Annual Building Activity Report Summary * Table B: Regional Housing Needs Allocation (RHNA) Progress * Table C: Sites Identified or Rezoned to Accommodate Shortfall Housing Need and No Net-Loss Law
* Table D: Program Implementation Status pursuant to Government Code Section 65583 @ Table E: Commercial Development Bonus Approved pursuant to Government Code Section 65915.7
@ Table F: Units Rehabilitated, Preserved and Acquired for Alternative Adequate Sites pursuant to Government Code Section 65583.1(c).
* Table F2: Above Moderate-Income Units Converted to Moderate Income Pursuant to Government Code Section 65400.2
* Table G: Locally Owned Lands Including in the Housing Element Sites Inventory That Have Been Sold, Leased or Otherwise Disposed Of.
* Table H: Locally Owned Surplus Sites
* Table J: Student Housing Development for Lower Income Students for Which Was Granted a Density Bonus Pursuant to Subparagraph (F) of Paragraph (1) of Subdivision (b) of Section 65915
* Table K: Tenant Preference Policy
* Table L: Historical Resources
@ Local Early Action Planning (LEAP) Reporting
RHNA Progress
The City's RHNA is summarized in Table #1 below by income level. Income levels are set by the Department of Housing and Community Development (HCD). Each year HCD publishes annual tables of official federal and State income limits. HCD's limits are based on surveys of local area median income (AMI). The most current survey is based on information released on April 23, 2025, which set the AMI in Los Angeles County at $74,600 for a single-person household. It is adjusted by the number of persons per household. Beginning in 2022, California established acutely low-income household levels. After calculating AMI levels, HCD sets the maximum acutely low-income limit to equal 15 percent of the county's AMI, adjusted for family size. The income categories for a single-person household are as follows:
Acutely Low 15% or below of AMI Below $11,200
Extremely low income 15% to 30% of AMI Below $31,850 Very low income 30% to 50% of AMI Below $53,000
Low income 50% to 80% of AMI Below $84,850
Moderate income 80% to 120% of AMI Below $89,550
In Los Angeles County, as well as several other counties in the state, the very low-income limit does not equal 50% of AMI (and the low-income limit does not equal 80% of AMI). There are many exceptions to the arithmetic calculation of income limits. These include adjustments for high housing cost relative to income, the application of state nonmetropolitan income limits in low-income areas, and national 2 397
maximums in high-income areas. In Los Angeles County, as well as several others, the magnitude of these adjustments results in the low-income limit exceeding AMI.
The total number of units assigned to South Gate for the 2021-2029 housing period is 8,282 housing units.
It should be noted that the City is not required to construct these units but rather plan for them through Zoning Code development standards and the Housing Programs adopted as part of the Housing Element.
TABLE I
CITY'S REGIONAL HOUSING NEEDS ALLOCATION
INCOME GROUP NUMBER OF
UNITS
PERCENT AGE OF
TOTAL UNITS
Extremely low income 1,068 12.9%
Very low income 1,068 12.9%
Low income 994 12.0%
Moderate income 1,173 14.2%
Above moderate income 3,979 48.0%
TOTAL 8,282 100%
In 2025, South Gate received a total of 239 housing applications for a total of 259 units for all applications received. South Gate also issued building permits to 158 units of whichl54 were ADUs, and completed 56 newly constructed units, of which 51 were ADUs. Many of these units were submitted in previous years and completed in 2025. The majority of the building permits issued (97%) and completed units (91%) were overwhelmingly comprised of Accessory Dwelling Units (ADU). Income categories for units were selected based on the Gateway Cities Council of Governments (GCCOG) ADU Calculator (https://gatewaycog.aduaccelerator.org/calculator). The ADU Calculator was established by GCCOG using participating cities, of which South Gate was not a part or did not wish to participate at the time. The ADU Calculator provides estimates for affordability based on unit type, number of bedrooms and bathrooms, and size. Since the City of South Gate is not a participating city in the ADU Calculator, estimates for the neighboring city of Downey were used. Rents in Downey are comparable based on proximity and unit sizes similar to South Gate. The estimates were compared to the County's AMI for determining affordable income eligibility. The number of permits issued by the City according to income level is summarized below in Table 2.
TABLE 2
2025 BUILDING ACTIVITY - NEW CONSTRUCTION
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),'ppi$y,)J_yJ,ly'gg$gq_2;y,pg,,,,,,.[gtitl@4. aa rtcijtts.d.,. <;gmplsJ.gd_:
Single-family Attached o o o
Single-family Detached o 4 3
2 to 4 units per structure o o o
5+ units per structure o o o
Accessory Dwelling Unit o 154 51
Mobile/Manufactured Home o o 2
Total 0 158 56
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ATTACHMENTS: A. 2025 General Plan APR
B, 2025 Housing Element APR
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Attachment A
Agenda Bill 04/14/26
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South
(,ate-
Department of Community Development
Planning Division
8650 California Avenue
South Gate, CA 90280-3075
www.cityofsouthgeitc.org
P: (323) 563-9529
F: (323) 563-5358
April 15, 2026
VIA ELECTRONIC SUBMISSION ONLY
Office of Land Use and Climate Innovation
140010th Street
Sacramento, California, 95814
Email: [email protected]
SUBJECT: CITY OF SOUTH GATE - 2025 ANNUAL PROGRESS REPORT
ON THE GENERAL PLAN
Dear Sir or Madam:
This serves as the City of South Gate's 2025 General Plan Annual Progress Report (GP APR) to the Governor's Office of Land Use and Climate Innovation (LCI). The South Gate General Plan was adopted in December of 2009 and is the primary legal document to guide long-term growth, development and conservation in the city. Its purpose is to:
Identify planning goals;
Provide a basis for decision making;
Provide citizens a forum for input on their community's direction; and Inform citizens, developers, decision makers, and other cities of the ground rules for development within the city.
The South Gate General Plan includes the following:
Cover and Vision
Introduction
Development of the Plan
Community Desiqn Element
Mobility Element
Economic Element
Green City Element
Healthy Community Element
Public Facilities and Services Element
Noise Element
ii Housinq Element
Safety Element
Acknowledqments
Glossarv
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2025 General Plan APR
April 15, 2026