Agenda packet — Folsom City Council, August 22, 2023 (part 3 of 4)

08/22/2023 Item No.15.

Table B-22
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustmenl Russell Ranch Phase 2 Backbone Facilities Constructed
SPIF lmprovement
Assumption
Formula
MP/ERR 4" Asphalt Concrete (Type '8')(950 SF)
MP/ERR 12" Aggregate Base (Class 2)(950 SF)
MP/ERR 5.5" Asphalt Concrete (Type'B'X43,255 SF)
MP/ERR 16" Aggregate Base (Class 2)(43,255 SF)
MP/ERR Modified Type 2 Vertical Curb
MP/ERR Modified TyPe 5 Median Curb
MP/ERR Curb RamPs
MP/ERR Sidewalk with 6" AB
MP/ERR Median LandscaPing
MP/ERR Concrete SurveY Monument
MP/ERR StriPPing & Signs
MP/ERR Streetlight Conduit & Pull Boxes
MP/ERR Streetlights
MP/ERR Streetlight Service Pedestal
MP/ERR 2-3" Signal Conduit
MP/ERR 4" Schedule 80 Sleeves
MP/ERR 6" Schedule 80 Sleeves
S u btotal Sig nal ized lntersections & lm provements
Open Space Vehicular Access Barriel
Empire Ranch Road
ERR 1 Empire Ranch Road (109+75 to 129+30)
ERR 2 Empire Ranch Road (129+30 to 145+60)
Subtotal Open Space Vehicular Access Barriel
Class I Trail
Subtotal Class 1 Trail

Page 4 of 10 ends

Make-Up SPIF Construction Contract
Costs Escalation Cost Cost [1] Soft Costs Contingency Total o.o0%
B C=A+B
0%
D = C*SOo/o
15%
E= C"2O%
Oo/o
F = C*10% G = C+D+E+F
$2,589
$2,812
$1 62,1 1 0
$170,732
$50,260
$38,939
$10,000
$49,433
$169,311
$1,250
$29,927
$33,300
$86,000
$12,500
$8,750
$4,960
$6,200
$893,331
A
$49,644
$37,240
$86,884
$2,589
$2,812
$1 62,1 1 0
$170,732
$50,260
$38,939
$10,000
$49,433
$169,311
$1,250
$29,927
$33,300
$86,000
$12,500
$8,750
$4,960
$6,200
$893,331
$388
s422
$24,316
$25,610
$7,539
$5,841
$1,500
$7,415
$25,397
$188
$4,489
$4,995
$12,900
$1,87s
$1 ,313
$744
$930
$134,000
$2,978
$3,234
$186,426
$196,342
$57,799
$44,780
$11,500
$56,847
$194,708
$1,438
$34,416
$38,295
$98,900
$'14,375
$10,063
$5,704
$7,130
$1,027,333
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$49,644
$37,240
$86,884
$7,447
$5,586
$13,033
$57,091
$42,826
$99,917
$282,814 $0 $282,814 $o $42,422 $0 $325,237
B-57
Prepared by EPS 8n0n023 Zlsha€dlprcJecfslsAc\142OOO\142079 Folsm SPIF lnplementation\23 SPIF Update\Mode\142079 SPIF Update m01 07'2+2023

Page 298 ends

08/22/2023 Item No.15.

Table B-22
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustmenl Russell Ranch Phase 2 Backbone Facilities Constructed
SPIF lmprovement
Assumption
Formula
Dry Utilities
Empire Ranch Road
ERR 1-DU Empire Ranch Road (109+75 to 129+30)
ERR 2-DU Empire Ranch Road (129+30 to 145+60)
Subtotal Empire Ranch Road
Mangini Parkway
MP 8-DU Mangini Parkway (Sta 300+25 to Sta 301+30)
Subtotal Dry Utilities
Potable Water

Page 5 of 10 ends

Make-Up SPIF Construction Contract
Costs Escalation Cost Cost [1] Soft Costs Contingency Total o.oo%
B C=A+B
0%
D = C*50%
1 5o/o
E= C2O%
$o $100,019
$o $67,510
$0 $167,528
$3,987
$171,515
Oo/o
F = C*l0o/o G = C+D+E+FA
$666,791
$450,065
$1,116,85s
$26,580
$1,143,43s
$666,791
$450,065
$1,116,85s
$26,s80
$1,143,435
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$o
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$766,809
$517,574
$1,284,38s
$30,567
$1,314,950
Empire Ranch Road
ERR 1-W
ERR 1.W
ERR 1-W
ERR 1-W
ERR 1-W
ERR 1-W
ERR 1-W
ERR 2-W
ERR 2-W
ERR 2-W
ERR 2-W
ERR 2-W
ERR 2-W
ERR 2-W
ERR 2-W
ERR 2-W
Subtotal Potable Water
8" Water Main PVC C-900 CL235
12" Water Main PVC C-900 CL235
8" Gate Valve
'12" Butterfly Valve
Fire Hydrant (6" Lead)
Fire Hydrant (8" Lead)
4" Blow-Off Valve
8" Water Main PVC C-900 C1235
12" Water Main PVC C-900 CL235
16" Water Main PVC C-905 CL235
8" Gate Valve
12" Butterfly Valve
't6" Butterfly Valve
Fire Hydrant (6" Lead)
Fire Hydrant (8" Lead)
4" Blow-Off Valve
$72,384
s'167,440
$14,250
$12,750
$28,s00
$43,500
$5,250
$28,512
$16,510
$208,936
$5,700
$8,500
$15,000
$19,000
$43,500
$5,250
$694,982
$72,384
$167,440
$14,250
$12,750
$28,500
$43,500
$5,250
$28,512
$16,510
$208,936
$5,700
$8,s00
$15,000
$19,000
$43,500
$5,250
$694,982
$10,8s8
$25,1 16
$2,1 38
$1 ,913
$4,275
$6,525
$788
$4,277
$2,477
$31,340
$855
$1,275
$2,250
$2,850
$6,525
$788
$1O4,247
$83,242
$192,556
$16,388
$14,663
$32,775
$50,025
$6,038
$32,789
$18,987
s240,276
$6,555
$9,775
$17,250
$21,8s0
$50,025
$6,038
$799,232
B-58
Prepared by EPS 8/10n023 Zlsharedtprc./ecrfs\SAc\1420aa142079 Folsom SPIF lmplenentation\23 SPIF Udate\Mode\142079 SPIF UNate n01 07'24-2023

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08/22/2023 Item No.15.

Page 6 of 10 ends

Make-Up
Costs
SPIF
Escalation
Gonstruction Make-U Costs
Construction Contract
Cost Cost [1] Soft Costs Contingency Total
o.o0%
B C= A+B
0%
D = C-50%
15%
E = C"2o%
0o/o
F = C*10% G = C+D+E+F
Empire Ranch Road
ERR 1-NP
ERR 1-NP
ERR 1-NP
ERR 1-NP
ERR 1.NP
ERR 1-NP
ERR 2-NP
ERR 2-NP
ERR 2-NP
Subtotal Non-Potable Water
6" Water Main PVC C-900 CL235
8" Water Main PVC C-900 CL235
6" Gate Valve
8" Gate Valve
4" Blow-Off Valve
2" lrrigation Service
8" Water Main PVC C-900 CL235
8" Gate Valve
2" lrrigation Service
$98,568
$2j12
$7,350
$2,850
$4,500
$9,300
$104,640
$2,850
$18,600
$25O,770
$98,568
$2,112
$7,3s0
$2,850
$4,500
$9,300
$104,640
$2,850
$18,600
$2s0,770
$14,785
$317
$1 ,1 03
$428
$675
$1,39s
$15,696
$428
$2,790
$37,616
$16,645
$4,725
$2,475
$3,000
$21,556
$6,300
w,701
$1 13,353
$2,429
$8,453
$3,278
$5, 1 75
$10,695
$120,336
$3,278
$21,390
$288,387
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
Sanitary Sewer
Empire Ranch Road Pipeline
ERR 1-SS 8" Sanitary Sewer Pipe PVC SDR 26
ERR 1-SS 48" Sanitary Sewer Manhole
ERR 1-SS 48" Sanitary Sewer Manhole w/Epory
ERR 1-SS 60" Sanitary Sewer Manhole WEpory
ERR 2-SS 8" Sanitary Sewer Pipe PVC SDR 26
ERR 2-SS 48" Sanitary Sewer Manhole
Subtotal Empire Ranch Road
Folsom Heights Drtve 00+(n b 12+82)
FH 1-SS 8" Sanitary Sewer Pipe PVC SDR 26
FH 1-SS 10" Sanitary Sewer Pipe PVC SDR 26
FH 1-SS 48" Sanitary Sewer Manhole
FH 1-SS 48" Sanitary Sewer Manhole w/Epory
Subtotal Folsom Heights Drive
$1 10,968
$31,500
$16,500
$20,000
$143,704
$42,000
$3M,672
$33,968
$5,160
$10,s00
$16,500
$66,128
$1 10,968
$31,500
$16,s00
$20,000
$143,704
$42,000
$3U,672
$33,968
$5,160
$10,500
$16,s00
$66,128
$5,095
$774
$1,575
$2,475
$9,919
$127,613
$36,225
$18,975
$23,000
$165,260
$48,300
$419,373
$39,063
$5,934
$12,075
$18,975
$76,U7
B-59
Prepared by EPS 8/10/2023 Z:\Sha@d\proiectslsAC\142OOO\142079 Folson SPIF Inplementatiill23 SPIF Updale\Mode\142079 SPIF Updale n01 O7-2+2U3

Page 300 ends

08/22/2023 Item No.15.

Table B-22
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustmenl Russell Ranch Phase 2 Backbone Facilities Constructed
SPIF lmprovement
Assumption
Formula

Page 7 of 10 ends

Construction Costs
Construction
Make-Up SPIF
Costs Escalation
Construction
Cost
SMUD
Contract
Cost [1] Soft Costs Contingency Total
A
o.ooo/"
B
Oo/o
D = C*50o/o
15%
E= C2Oot5
o%
F = C'10%
Russell Rancf Sanitary Sewer Lift Station
ERR 1-SSLS Lift Station $1,957'900
ERR 1-SSLS 6" Fused PVC C900 DR 25 Force Main $187,600
ERR 1-SSLS 6" Fused PVC C900 DR 25 Force Main $69'800
ERR 1-SSLS CO No. 1-Additional Keypad & Dual Goose N $1'117 ERR 1-SSLS Lupton Excavation CO-SMUD Transformer P $19'900 Subfotal Russell Ranch Sanitary Sewer Lift Station $2'236'317 Subtotal Sanitary Sewer $2'667'117
Storm Drain
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
C=A+B
$1,957,900
$187,600
$69,800
$1,117
$19,900
$2,236,317
$o $293,685
$0 $28,140
$0 $10,470
$0 $168
$0 $2,985
$0 $335,iU8
$11,370
$3,798
$2,301
$34,830
$8,400
$39,060
$5,145
$6,278
$4,710
$2,438
$4,613
$10,463
$3,038
$4,988
$8,250
$6,000
$6,000
$11,325
$1,481
$2,322
G = C+D+E+F
$2,251,585
$215,740
$80,270
$1,285
$22,885
$2,571,765
$0 $3,067,18s$0 $2,667,117 $0 $400,068
Empire Ranch Road Pipeline
ERR 1-SD
ERR 1-SD
ERR 1-SD
ERR 1-SD
ERR 1.SD
ERR 1-SD
ERR 1-SD
ERR 1-SD
ERR 1.SD
ERR 1-SD
ERR 1-SD
ERR 1-SD
ERR 1-SD
ERR 1.SD
ERR 1-SD
ERR 1-SD
ERR 1-SD
ERR 2-SD
ERR 2-SD
ERR 2-SD
12" RCP CL lll Storm Drain PiPeline
18" RCP CL lll Storm Drain Pipeline
24" RCP CL lllStorm Drain Pipeline
36" RCP CL lll Storm Drain Pipeline
42" RCP CL lll Storm Drain Pipeline
48" RCP CL lll Storm Drain Pipeline
54" RCP CL lll Storm Drain Pipeline
Type'B' Drain lnlet
Type'GOL-7' Drain lnlet
Type'F' Drain lnlet
60-inch Storm Drain Manhole
72-inch Storm Drain Manhole
84-inch Storm Drain Manhole
96-inch Storm Drain Manhole
8-ft x 8-ft Junction box
18" Grouted Cobble Outfall Structure
24" Grouted Cobble Outfall Structure
12" RCP CL lll Storm Drain Pipeline
15" RCP CL lllStorm Drain Pipeline

18. RCP CL lll Storm Drain Pipeline
$75,800
$25,320
$15,340
$232,200
$56,000
$260,400
$34,300
$41,850
$31,400
$16,250
$30,750
$69,750
$20,250
$33,250
$55,000
$40,000
$40,000
$75,500
$9,870
$15,480
$75,800
$25,320
$15,340
$232,200
$56,000
$260,400
$34,300
$41,850
$31,400
$16,250
$30,750
$69,750
$20,250
$33,250
$55,000
$40,000
$40,000
$75,500
$9,870
$15,480
$87,170
$29,1 1 8
s17,641
$267,030
$64,400
$299,460
$39,445
$48,1 28
$36,1 10
$18,688
$35,363
$80,213
$23,288
$38,238
$63,250
$46,000
$46,000
$86,825
$11,351
$17,802
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
B-60
Prepared by EPS 8/10n023 Z\St'ared\prciectstsAC\1 42OOO\1 42079 Folson SPIF tnplementatifrU3 SPIF Update\Mode\l 42079 SPIF Update m01 07'24-2023

Page 301 ends

08/22/2023 Item No.15.

Table B-22
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adiustmenl Russell Ranch Phase 2 Backbone Facilities Gonstructed
SPIF lmprovement
Assumption
Formula
Page I of 10
Make-Up SPIF Construction Contract
Costs Escalation Cost Cost [1] Soft Costs Contingency Total A
o.oo%
B C=A+B
o%
D = C*50%
1 5o/o
E = C*20%
0o/o
F = C*loo/o G = C+D+E+F
ERR 2-SD
ERR 2.SD
ERR 2-SD
ERR 2-SD
ERR 2-SD
ERR 2-SD
ERR 2-SD
ERR 2-SD
ERR 2-SD
ERR 2-SD
ERR 2-SD
cco#2
cco#2
cco#2
Subtotal Empire Ranch Road
24" RCP CL lll Storm Drain Pipeline
30'RCP CL lllStorm Drain Pipeline
36" RCP CL lll Storm Drain Pipeline
48-inch Storm Drain Manhole
60-inch Storm Drain Manhole
72-inch Storm Drain Manhole
84-inch Storm Drain Manhole
Type'B' Drain lnlet
Type'GOL-7' Drain Inlet
Type'F' Drain lnlet
24" Grouted Cobble Outfall Structure
Remove & Replace 16-inch Pipe
Screened Rock Piles
Handle Excess Underground Spoils
$23,270
$293,300
$29,925
$13,900
$51,250
$27,900
$20,250
$37,200
$39,250
$26,000
$40,000
$14,940
$17,701
$203,081
$2,016,677
$23,270
$293,300
$29,925
$13,900
$51,250
$27,900
$20,250
$37,200
$39,250
$26,000
$40,000
$14,940
$17,701
$203,081
$2,016,677
$3,710
$1,563
$24,750
$37,450
$85,600
$17,499
$37,200
$2,250
$65,500
$44,175
$284,000
$80,000
$100,000
$75,000
$22,500
$29,500
$3,491
$43,995
$4,489
$2,085
$7,688
$4,185
$3,038
$5,580
$5,888
$3,900
$6,000
$2,241
$2,655
$30,462
$302,501
$557
$2U
$3,713
$5,618
$12,840
$2,625
$5,580
$338
$9,82s
$6,626
$42,600
$12,000
$15,000
$11,250
$3,375
$4,425
$26,761
$337,295
$34,414
$15,985
$58,938
$32,085
$23,288
$42,780
$45,1 38
$29,900
$46,000
$17,181
$20,356
$233,543
$2,319,184
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
Hydro-modification Basin No. 27
HMB27 Mobilization
HMB27 Clearing & Grubbing
HMB27 Tree Removal
HMB 27 Rough Grade Excavation
HMB 27 Rough Grade lmport
HMB 27 Subgrade Preparation
HMB27 Basin Finish Grading
HMB 27 24'RCP CL lll Storm Drain Pipeline
HMB27 30" RCP CL lll Storm Drain Pipeline
HMB27 48" RCP CL lllStorm Drain Pipelinew/30'CS
HMB27 54" RCP CL lll Storm Drain Pipeline
HMB 27 30" Storm Drain Outfall Structure- Drain'Q'
HMB27 48" Storm Drain Outfall Structure - Drain'O'
HMB 27 54" Storm Drain Outfall Structure - Drain 'M'
HMB27 60-inch Storm Drain Manhole
HMB 27 96-inch Storm Drain Manhole
$3,710
$1,s63
$24,750
$37,450
$8s,600
$17,499
$37,200
$2,250
$65,500
$44,175
$284,000
$80,000
$100,000
$75,000
$22,500
$29,500
$4,267
$1,797
$28,463
$43,068
$98,440
$20,124
$42,780
$2,588
$75,325
$50,801
$325,600
$92,000
$1 15,000
$86,250
$25,875
$33,925
B-61
Prepared by EPS 8/102023 Z\Shared\Prcjecis\SAC\l42OOO\142079 Folson SPIF lmplenentation\23 SPIF Updale\Mode\142079 SPIF Updab nA1 07'24-2023

Page 302 ends

08/22/2023 Item No.15.

Page 9 of 10 ends

G = C+D+E+F
Costs
Contract
Cost [1] Soff Costs Contingency Total
Make-Up
Costs
A
8'x8'Storm Drain Junction Box $130,000
9'x9'Storm Drain Junction Box $80,000
Detention Basin Outlet Control Structure - La $425,000
12-ft Wide Concrete Access Ramp (Conc. Or $42,500
12-ft Wide Concrete Access Ramp (AB Only) $4,608
12-fi Wide Basin Access Road (3"AC) $51 ,030
12-ft Wide Basin Access Road (7.5" AB) $46,280
Drainage Structure Rim & Frame Top out $3,650
Concrete Spillway (Conc. Only) $75,000
Concrete Spillway (AB Only) $6,624
Removable Bollards $10,500
Post & Cable Barrier $16,604
Rock Lined Swale $9,900
Grouted Cobble Overside Ditch $20,196
Detention Basin Planting (Hydro-Seeding) $3,050
Erosion Control (Construction SWPPP) $26,136
75% Share CCO # 1 Rip Rap at Outfalls & St $28,920
$1,890,695
SPIF
Escalation
Construction
Cost

0.00%
B C= A+B
Storm Drain Detention Basin No. 11
DB # 11 Mobilization
DB # 11 Clearing & Grubbing
DB# 11 lmport
DB # 11 Subgrade Preparation
DB # 11 Basin Finish Grading
DB # 11 12' RCP CL lll Storm Drain Pipeline
DB # 11 48" RCP CL lll Storm Drain Pipeline w/60' Cf
DB # 11 Type'A' Drain lnlet
DB # 11 Twin 48-inch Storm Drain Outfall Structure
DB # 11 Detention Basin Outlet Control Structure - La
DB # 11 AC Dike
DB # 11 12-ft Wide Concrete Access Ramp (Conc. Or
DB # 11 12-ft Wide Concrete Access Ramp (AB Only)
HMB27
HMB 27
HMB27
HMB27
HMB27
HMB27
HMB27
HMB27
HMB 27
HMB27
HMB 27
HMB27
HMB27
HMB 27
HMB27
HMB27
HMB27
Subtotal HMB 27
$130,000
$80,000
$425,000
$42,500
$4,608
$51,030
$46,280
$3,650
$75,000
$6,624
$10,500
$16,604
$9,900
$20,196
$3,050
$26,1 36
$28,920
$1,890,695
$4,160
$1,750
$214,000
$4,838
$47,830
$5,100
$122,550
$4,250
$130,000
$275,000
$11,966
$75,000
$8,870
$0 $19,500
$0 $12,000
$0 $63,750
$0 $6,375
$0 $691
$0 $7,655
$0 $6,942
$0 $548
$0 $11,250
$0 $994
$0 $1,575
$0 $2,4e1
$0 $1,485
$0 $3,029
$0 $457
$0 $3,920
$0 $4,338
$0 $283,6U
$624
$263
$32,100
$726
$7,175
$765
$18,383
$638
$19,500
$41,250
$1,795
$11,250
$1,331
$149,500
$92,000
$488,750
$48,875
$5,299
$58,685
$53,222
$4,198
$86,250
$7,618
$12,075
$19,095
$11,385
$23,225
$3,507
$30,056
$33,258
$2,174,301
$4,784
$2,013
$246,100
$5,564
$55,005
$5,865
$140,933
$4,888
$149,500
$316,250
$13,761
$86,250
$10,201
$4,160
$1,750
$214,000
$4,838
$47,830
$5, I 00
$122,550
$4,250
$130,000
$275,000
$11,966
$75,000
$8,870
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
B-62
Prepared by EPS 8/10/2023 Ztshared\projects\SAC\142OOA\142079 Folson SPIF ImplementaliilU3 SPIF Updatewode\142079 SPtF Update n01 O7-24'm23

Page 303 ends

08/22/2023 Item No.15.

Table B-22
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustmenl Russell Ranch Phase 2 Backbone Facilities Constructed
SPIF lmprovement
Assumption
Formula

Page 10 of 10 ends

Gonstruction Costs
Soft Costs Contingency Total
Construction
Make-Up SPIF
Costs Escalation
Construction
Cost
SMUD
Contract
Cost [1]
o.oo%
B C= A+B
$9,240
$8,360
$2,820
$29,273
$9,600
$964,607
$3,000
$40,500
$6,650
$293,952
$344,102
o%
D = C*50%
15%
E= C*20%
Oo/o
F = C*10o/o G = C+D+E+F
DB#11
DB#11
DB# 11
DB#11
DB#11
Subtotal Detention Basin 11
12-ft Wide Basin Access Road (3"AC)
12-ft \Mde Basin Access Road (7.5" AB)
Detention Basin Planting (Hydro-Seeding)
Erosion Control (Construction SWPPP)
25% Share CCO # 1 Rip Rap at Outfalls & S1
$9,240
$8,360
$2,820
$29,273
$9,600
$9M,607
$3,000
$40,500
$6,650
$293,952
$344,102
$0 $1,386
$0 $1,254
$0 $423
$0 $4,391
$0 $1,440
$0 $1/u,691
$10,626
$9,614
$3,243
$33,664
$11,040
$1,109,301
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$o
$0
Subtotal Storm Drain
Habitat Mitigation
Seasonal Wetland (Floodplain Mosaic) (0.02 acres)
Seasonal Wetland (Floodplain Mosaic) (0.27 acres)
lntermittent Drainage (0.07 acres)
SWHA Credits (45.93 acres)
Subtotal Storm Drain
$4,871,978 $0 $4,871,978 $0 $730,797 $0 $5,602,786
$3,450
$46,575
$7,648
$338,M5
$395,718
$450
$6,075
$998
$44,093
$s1,61s
Total Facilities
Source: SPIF Nexus Study FY 2019-2020 Update; MacKay & Somps; EPS. [1] Reflects the estimated cost SMUD will charge for the installation of backbone electrical conductors. [2] Estimate does not include costs for the traffic signals. $14,810,647 $0 $14,810,647 $0 $2,221,597 $0 $17,032,269 wrcrdebil
B-63
Prepared by EPS 8/10/2023 Ztshared\prcJecfs\SAo\142oo i42079FolsomSP\Flmpteniltatim\23SPIFl)pdate\{odel\142079SPIFUpdeten0107-2+2023

Page 304 ends

08/22/2023 Item No.15.

Table B-23
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustment Russell Ranch Phase 3 Backbone Facilities Reimbursement Analysis Russell Ranch Phase 3
Reimbursement Analysis
Phase 2 Construction Plan
Item
SPIF lnfrastructure Fee Reimbursement
lnitial Reimbursement Amount
Remaining Reimbursement Amount [1]
Less SPIF lnfrastructure Fee Payments
Net Remaining Reimbursement Amount
SPIF Facility Cost Estimate [41
Phase 1 Roadways
Rough Grading
Backbone Roadways
Railroad Crossings
City Fiber Optic & Traffic Control System
Signalized lntersections & lmprovements
Open Space Vehicular Access Banier
Off-Site Roadway lmprovements
Subtotal Phase 1 Roadways
Dry Utility System
Potable Water System
Off-Site Water System
Recycled water System
Sanitary Sewer System
Storm Drain System
Habitat Mitigation
Total Phase 2 Costs
$
Scenic
Vista
Court
Russell
Ranch
Road
Placerville
Road
Westwood
Drive
Zone 4
Storage
Tank
$0
$130,608
$0
$0
$0
$0
$0
$130,608
$0
,076
$0
$0
$0
$0
$0
$27$27199,558
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o$199,s58
$0
$0
$0
$0
$0
$0
$0
$199,558
$0
$0
$0
$0
$0
$0
$0
$71,518
$0
$397,638
$0
$0
$0
$0
$0
$397,638
$0
$0
$0
$0
$364,493
$107,484
$0
$471,977
Total
$'l,27'1,299
$1 ,271,299
$0
$'t,271,299
$271,076
$0
$528,246
$0
$0
$364,493
$107,484
$0
$'t,271,259
$0
$71,518
$0
$0
$0
$0
$0
$71,518
$0
$0
$0
$0
$0
$0
$0
,076
$0
$0
$0
$0
$0
Allocation
of Remaining
Percentage Reimburse.
of Total Amount

0.0o/o

21.3%

0.0%

0.0o/o
2'1.30/o $27't,076
$0
$528,246
$0
$0
$364,493
$107,484
$0
$1,271,299

0.00h

41.6%

0.0%

0.0o/o

28.7Yo

8.5o/o

0.0%
100.0%
Source: SPIF Nexus Study FY 2019-20 Update; MacKay & Somps; EPS I t ] Relfects reimbursement balance as of July 15, 2023. mic tnhc
B-64
Prepared by EPS 8/10n023 Zlshered\ProlecfslsAol 1 42(nO\1 42079 Fol@ SPIF Imptementation\23 SPIF Update\Mode\l 42079 SPIF Update n01 O7'2+2(n3

Page 305 ends

08/22/2023 Item No.15.

Table B-24
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adiustment Russell Ranch Phase 3 Backbone Facilities Gonstructed
SPIF lmprovement
Assumption
Formula
Backbone Roadways
Scenic Wsta Court (Sta 34+15 to Sta 36+45)
SVC-1-RW Subgrade Preparation
SVC-1-RW 3" AC over 10.5" AB
SVC-1-RW Mountable Curb & Gutter
SVC-1-RW Modified Type 2 Vertical Curb & Gufter
SVC-1-RW 5-FtWide Conc. Sidewalkwith 6"A8
SVC-1-RW Street Name Sign on Post
SVC-1-RW Stop Sign on Street Name Post
SVC-1-RW Streetlights
SVC-1-RW 1-lnch Water Service
SVC-I-RW 2-lnch lrrigation Service
SVC-1-RW 2 Combination AirA/acuum Relief Valve
SVC-1-RW CCO #1 ltem 13: Concrete Materials Price ln<
Subtotal Scenic Vista Court
Russell Ranch Road (15+80 to 180+00)
RRR-RD Subgrade PreParation
RRR-RD 3" AC over 10.5'AB
RRR-RD Modified Type 2 Vertical Curb
RRR-RD 5-Ft Wide Conc. Sidewalk with 6'A8
RRR-RD Streetlights
RRR-RD 4" Schedule 80 Sleeves
RRR-RD 6" Schedule 80 Sleeves
RRR-RD CCO #1 ltem 13: Concrete Materials Price lnc
Subfofal Russell Ranch Road
Subtotal Backbone Roadways

Page 1 ends

Construction Costs
Make-Up
Costs
A
SPIF
Escalation
Construction
Cost
Contract
Cost [1] Soft Costs Contingency Total

0.00%
B C=A+B
0%
D = C-50%
150k
E= C-20%
$1,664
$9,677
$2,205
$273
$4,095
$2,059
$938
$825
$45
$26,029
$659
$3,687
$1,263
$1,094
$2,048
$375
$1 88
$16
$9,328
$o $35,357
0%
F = C-10% G = C+D+E+F
$11,092
$64,511
$14,697
$1 ,817
$27,433
$450
$450
$27,300
$13,725
$6,250
$5,500
$303
$173,528
$11,092
$64,511
$14,697
$1 ,817
$27,433
$450
$450
$27,300
$13,725
$6,250
$5,500
$303
$173,528
$4,392
$24,577
$8,418
$7,293
$13,650
$2,500
$1,250
$1 09
$62,189
$12,755
$74,1 88
$16,902
$2,090
$31,547
$51 8
$51 8
$31,395
$15,784
$7,188
$6,325
$348
$199,558
$5,051
$28,263
$9,681
$8,387
$15,698
$2,875
$1,4s8
$125
$71,sl8
$4,3e2
$24,577
$8,418
$7,293
$13,650
$2,500
$1,250
$1 09
$62,189
$o
$0
$0
$0
$o
$0
$o
$o
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$o
$o
$0
$o
$0
$4,115
$68
$68
$0
$0
$0
$0
$0
$o
$o
$o
$0
$0
$o
$0
$0
$0
$0
$o
$0
$0
$o
$0
$o
$0
$o
$o
$0
$0
$o
$o
$0
$o
$0
$o
$0
$o
$o
$0
$0
$0
$0
$o
$0
$0
$0
$o
$0 $235,716 $271,076
B-65
Prepared by EPS 8/10/2023
$235,716
Z\SharedlProt-ecislsAo\1420a 142079FolsomSPIFlmplementation\23SPIFUpdate\Mode\142079SPIFUpdetenol07-2+2023

Page 306 ends

08/22/2023 Item No.15.

Table B-24
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustment Russell Ranch Phase 3 Backbone Facilities Constructed
SPIF lmprovement
Assumption
Formula
Potable Water
Placerville Road Cooridor (Sta 52+40 to Sta 78+30)
PRC-4-W 16" Water Main PVC C-905 CL 235
PRC-4-W 16" ButterflY Valves
PRC-4-W 6" Blow-Off Valve
PRC-4-W 2" Combination AirA/acuum Relief Valve
PRC-4-W CCO #1 ltem 11: Water Materials Price lncrez
PRC-4-W CCO #1 ltem 6: Relocate Existing Fiber Optic
Subtotal Placerville Road
Zone 4 Sforage Tank - Site Preparation & Utility bdensions Mobilization/Demobilization (2% of Total)
Clearing & Grubbing
Pad Construction (Portion)
Dry Utility Service
1-lnch Metered Water Service
2-lnch Non-Potable lrrigation Service
Reseeding (Hydro-Seeding)
CCO # 1 ltem No.4: City Fiber Optic Conduit to Zone 4 Tank Site Subtotal 24 Storage Tank
Subtotal Potable Water
Construction Costs
D
Contract
Cost [1] Soft Costs Contingency Total
0%
D = C*50%
15%
E = C*20o/o
0%
F = C-l0%

Page 2 ends

G = C+D+E+F
$232,099
$28,750
$6,498
$12,650
$56,531
$61,110
$397,638
$1,317
$485
$49,220
$63,440
$130,60e
$528,246
Construction
Make-Up SPIF
Costs Escalation
Construction
Cost

0.00%
BA
$201,825
$25,000
$5,6s0
$11,000
$49,1 57
$53,1 39
$345,771
C=A+B
$201,825
$25,000
$s,6s0
$11,000
$49,1 57
$53,139
$345,771
$1 ,1 45
$422
$42,800
$30,274
$3,750
$848
$1,650
$7,374
$7,971
$51,866
$o
$0
$o
$0
$o
$0
$o
$o
$0
$o
$o
$0
$0
$o
$0
$0
$5, I 75
$1,754
$7,1 88
$2,029
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$o
$0
$0
$0
$o
$0
$o
$0
$0
$o
$0
$o
$0
$0
$o
$o
$0
$0
$0
$o
$0
$0
$0
$1,145
$422
$42,800
$4,500
$1,525
$6,250
$1,764
$55,1 65
$113,571
$172
$63
$6,420
$675
$229
$938
$265
$8,275
$17,036
$4,500
$1,525
$6,250
$1,764
$s5,165
$113,571
$459,342 $o $4s9,342 $0 $68,901
B-66
Prepared by EPS 8/10/2023 Ztshared\Prc./ecls\SAC\14200d142079 Folsom SPIF lnplenillaliil\23 SPIF Updatewodenl42OT9 SPIF Updab n01 07-24'2m3

Page 307 ends

08/22/2023 Item No.15.

Table B-24
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustment Russell Ranch Phase 3 Backbone Facilities Constructed
SPIF lmprovement
Assumption
Formula
Sanitary Sewer
Westwood Drive (WWD 2-SS) Sanitary Sewer
IiV\A'D 2-SS 8" PVC SDR 26
\AM/D 2-SS 12" PVC SDR 26
\ M/D 2-SS 60" Sewer Manhole
l M/D 2-SS 60" Epoxy Lined Sewer Manhole with
\ /\A/D 2-SS 8" Sewer Mahole lnside Drop Connections
\MA/D 2-SS Adjust SSMH Rim to Grade
\ M/D 2-SS CCO #1 ltem 7: 100-Yr Storm Repairs
\ M/D 2-SS CCO # 1 ltem 10: Sewer Materials Price lncre \ M/D 2-SS Westwood Dr. SS False Bottoms, Re-TV SS
Subtotal Sanitary Sewer
Storm Drain
Westwood Drive (WttlD 2-SS) Sanitary Sewer
\ M/D 2-SD 24" RCP CL lll
\ M/D 2-SD 60" RCP CL lll
\ M/D 2-SD 8'x8'Junction Box
\M /D 2-SD Adjust Rim to Grade
Subtotal Storm Drain
$3r6,949 $0 $316,949 $0 $47,542 $o $364,493

Page 3 ends

Gonstruction Costs
Make-Up
Costs
A
SPIF
Escalation
Construction
Cost
Contract
Cost [1] Soft Costs Contingency Total

0.000/5
B C= A+B
0%
D = C*50%
15%
E = C*20o/o
$270
$20,100
$8,1 00
$2,888
$1,050
$2,100
$7,754
$2,046
$3,235
$1 ,1 04
$826
$11,670
$420
$0 $14,020
$0 $165,821
0%
F = C'10%
$1,800
$134,000
$54,000
$19,250
$7,000
$14,000
$51,696
$13,637
$2't,567
$7,360
$5,504
$77,800
$2,800
$1,800
$134,000
$54,000
$19,250
$7,000
$14,000
$51,696
$13,637
$21,567
$7,360
$5,504
$77,800
$2,800
$0
$0
$o
$0
$0
$0
$o
$0
$o
$o
$0
$o
$0
$0
$0
$o
$o
$0
$o
$0
$0
$0
$0
$0
$o
$o
$0
$0
$0
$0
$0
$o
G = C+D+E+F
$2,070
$1 54,1 00
$62,1 00
$22,138
$8,050
$16,100
$59,450
$15,683
$24,802
$8,464
$6,330
$89,470
$3,220
$107,484
$0 $1,271,299
$0
$0
$0
$0
$0
$o
$0
$0
$93,464 $o $93,464
$1 ,105,471 $0 $1,105,471Total lmprovements
Source: Mackay and Somps; EPS.
[1] Reflects the estimated cost SMUD will charge for the installation of backbone electrical conductors. [2] Estimate does not include costs for the traffic signals. wrsr detail
B-67
Prepared by EPS 8/10/2023 Z\Sta@d\prc_/bcts\SAC\l42AOd142O7g Folson SPIF Inplemutaliq\23 SPtF lJpdate\Modenl42079 SPIF Update nO1 07'24-2023

Page 308 ends

08/22/2023 Item No.15.

Table B-25
Folsom Plan Area Specific Plan
Specific Plan Infrastructure Fee (SPIF) 2023 Adiustment Elliot Homes Backbone Facilities Reimbursement Analysis Elliott Homes
Reimbursement Analysis
Item
Phase 2 Gonstruction Plan
Westwood
Drive
Zone 4
Storage
Tank
Percentage
of Total
Allocation
of Remaining
Reimburse.

AmountTotal
SPIF lnfrastructure Fee Reimbursement
lnitial Reimbursement Amount
Remaining Reimbursement Amount [1]
Less SPIF lnfrastructure Fee Payments
Net Remaining Reimbursement Amount
$1,097,145
$1 ,990,185
$0
$1,990,185
SPIF Facility Gost Estimate
Roadways
Rough Grading
Backbone Roadways
Railroad Crossings
City Fiber Optic & Traffic Control System
Signalized lntersections & lmprovements
Open Space Vehicular Access Barrier
Off-Site Roadway lmProvements
Subtotal Phase 1 RoadwaYs
Dry Utility System
Potable Water System
Off-Site Water System
Recycled Water System
Sanitary Sewer System
Storm Drain System
Habitat Mitigation
Total Phase 2 Costs
$o
$382,007
$215,050
$o
$0
$o
$o
$597,057
$o $0
$0 $1 ,3s3,128
$0 $o
$o $0
$0 $0
$0 $o
$0 $0
$597,057 $1,393,128
$o
$o
$o
$o
$o
$0
$o
$o
$0
$382,007
$215,050
$0
$o
$0
$o
$597,057
$o
$1,393,128
$o
$o
$o
$o
$0
$1,990,185

0.0o/o

19.2o/o

10.8o/o

0.0%

0.0Yo

0.0%

30.0%

0.0%

70.0o/o

0.0olo

0.lvo

0.0olo

0.0%

0.0olo
100.0%
$0
$382,007
$215,050
$0
$o
$0
$o
$597,057
$o
$1,393,128
$0
$o
$o
$0
$0
$1,990,185
mic tnhc
Source: SPIF Nexus Study FY 2019-20 Update; MacKay & Somps; EPS [1] Relfects reimbursement balance as of July 15,2023.

B-68
Prepared by EPS 8/10/2023 Ztsh€redlp/o./ectslsAc\142OOO\142079 Folsom SPIF Inptementation\23 SPIF LLpdaletMode\142079 SPIF Update n01 07-24-2023

Page 309 ends

08/22/2023 Item No.15.

Table 8-26
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustment Elliot Homes Backbone Facilities Reimbursement Analysis Detail SPIF lmprovement
Assumption
Fomula
Backbone Roadways

0.00%
B
50%
D = C'50ok
15%
E=C20%
o%
F = C-10%
SMUD
Contract
Cost [1] Soft Costs Contingency Total
G = C+D+E+F

Page 1 ends

Construction
Construclion
Make.Up SPIF
Costs Escalalion
Construction
Cost
A C=A+B
Westetood Drive
WWD 3-RW
\ AA/D 3-RW
\A^^/D 3.RW
V1^,vD 3-RW
\^^A/D 3-RW
V\^tvD 3-RW
\A^/vD 3-RW
\A^/vD },RW
\A^/VD }.RW
\A^/VD 3-RW
VVWD 3-RW
\ /1rvD 3-RW
\ A /D 3-RW
\A^,vD }.RW
\A^^/D },RW
\A^/VD }.RW
\^^/VD }RW
\AM/D 3-RW
\AA/VD 3-RW
\A^^/D },RW
V\/WD &RW
\AM/D 3-RW
\A/WD 3-RW
\A^/vD 3-RW
\A/D&RW
\ /VVD &RW
\A^,vD 3-RW
\ A/VD 3-RW
WVVD 3-RW
\^^r'VD }RW
\A^,vD 3.RW
V\^,vD 3-RW
\A^,vD 3-RW
V\A/VD 3-RW
\A^ivD 3-RW
$150
$2,162
$12,580
$1 8,885
$s,000
$1 02,048
$14,040
$7,200
$8,000
$7,525
$1,804
$775
$62
$205
$340
$1 ,1 07
$1,640
$1 55
$285
$12,900
$820
$41 0
$820
$41 0
$1 55
$310
$41 0
$861
$203
$86
$406
$92
$166
$166
$130,000
$1 50
$2,162
$12,580
$18,885
$5,000
$1 02,048
$14,040
$7,200
$8,000
$7,525
$1,804
$775
$62
$205
$340
$1 ,1 07
$1,640
$155
$285
$12,900
$820
$410
$820
$41 0
$155
$31 0
$410
$861
$203
$86
$406
$92
$166
$166
$1 30,000
$173
$2,486
$14,467
$21,718
$5,750
$1 17,355
$1 6,146
$8,280
$9,200
$8,654
$2,075
$891
$71
$236
$391
$1,273
$1,886
$178
$328
$14,835
$943
$472
$943
$472
$178
$357
$472
$990
$233
$99
$467
$106
$191
$1 91
$149,500
Clearing & Grubbing
Mountable Curb & Gutter
Modified Type 2 Vertical Curb
Sidewalk (6" PCC) with 6"48
Side\r/alk Curb Ramps
4" AC over 8.5" AB
2-4" & 2-6" Schedule 80 Sleeves
Sidewalk Barricades
Future RxR Crossing Signal Conduit
Future RxR Crossing Signal Pull Boxes
"No Passing Zone" Centerline Stripe (Deiail 2
"Bike Lane Line'Deiail 39
"Dashed Bike Lane Line" Detail 39A
12" Stop Limit Line
24" Stop Limit Line
Continental Cross Walk
"Siop Sign" on Post
"Stop Sign" on Street Name Sign Post
"Stop Sign" on Streetlight Post
Removable Bollards
"Do Not Stop of Tracks' Sign on Post
"Railroad Warning" Sign on Posi (W10-1)
"Railroad Warning" Sign on Post (W10-2)
"Trail Warning" Sign on Post
"Arrow" Sign on Trail Warning Sign Post
"Yield to Peds' Sign on Another Sign Post
Street Name Sign on Post
Railroad Crossing Pavement Markings
Bike Trail "Stop" Pavement Markings
"Bike Trail" Pavement Marking
"StoC' Pavemeni Marking
Thru/Left Turn Arrow Pavemeni Marking
Thru/Right Tum Arrow Pavement Marking
RighUleft Turn Arrow Pavement Marking
TEffic Control
$o
$0
$o
$o
$o
$0
$o
$o
$0
$o
$o
$0
$0
$o
$0
$o
$o
$0
$0
$o
$0
$o
$o
$o
$o
$0
$0
$0
$o
$o
$o
$o
$0
$o
$o
$o
$o
$0
$o
$0
$0
$o
$0
$0
$0
$o
$0
$o
$o
$o
$0
$o
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$o
$0
$o
$0
$0
$o
$23
$324
$1,887
$2,833
$750
$1 5,307
$2,1 06
$1,080
$1,200
$1,1 29
$271
$1 16
$9
$31
$51
$ 166
$246
$23
$43
$1,935
$123
$62
$1 23
$62
$23
$47
$62
$1 29
$30
$13
$61
$14
$25
$25
$o
$0
$o
$0
$o
$o
$0
$o
$o
$0
$o
$o
$0
$o
$o
$o
$0
$0
$o
$0
$o
$o
$o
$0
$o
$0
$0
$0
$o
$o
$0
$o
$o
$0
$o
Subtotal Backbone Roadways $0 $332,178
$'19,500
$49,827 $o $382,007
B-69
Prepared by EPS 8/1012023
$332,178
Z\Shared\projecls\SAC\142r/.f,^142079 Folsom SPIF tmplemenfation\23 SPIF Update\itode\142079 SPIF Update nU A7'2+2023

Page 310 ends

08/22/2023 Item No.15.

Table 8-26
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustrnent Elliot Homes Backbone Facilities Reimbursement Analysis Detail SPIF lmprovement
Assumption
Formula
Railroad Crossings
Weslwood Drive
VVWD $RxR
Potable Water
Zone 4 Slorage Tank
Clearing & Grubbing
Excavation
Basalite Retaining Wall
Top of Retaining Wall Gunite V-Ditch
Rock Lined Drainage Ditch
Rock Lined Overside Drainage Swale (50LF)
'1z-inch RCP CL lll Storm Drain Pipe
24-inch RCP CL lll Siorm Drain Pipe
12-inch Storm Drain Flared End Section
24-inch Storm Drain Flared End Seclion
Modified Type'B' Drain lnlet
4&inch Storm Drain Manhole
18-inch DIP CL 350 Waier Pipeline ilCathodic Protection 1 8-inch Butterfly Valve
3-inch Combination AirNacuum Release Valve
Reseeding (Hydro-Seeding)
Erosion Control (Construclion SWPPP)
Subtotal 24 Storage Tank

Page 2 of 2 ends

Construction Costs
Soft Cosls Contingency Total
Make-Up
Costs
SPIF
Escalation
Construction
Cost
Contract
Cost 11l
o oooa
A B C=A+B
At-Grade Railroad Crossing (Concrete Track $187,000 $0 $187,000 $0 $28,050 500k
D = C-50% E =C20%
0%
F = C*1Oo/.
$208
$17,9214
$53,133
$10,665
$12,821
$405
$3,620
$1,015
$990
$1,0s0
$5,490
$1,1 25
$5s,890
$9,360
$6,000
$1,247
$750
$'t81,712
G = C+D+E+F
$0 $215,0s0
$1,386
$1 19,625
$354,220
$71,100
$85,470
$2,700
$24,1 30
$6,768
$6,600
$7,000
$36,600
$7,500
$372,600
$62,400
$40,000
$8,316
$5,000
$1,211,415
$1,386
$1 1 9,625
$354,220
$71,100
$85,470
$2,700
$24,1 30
$6,768
$6,600
$7,000
$36,600
$7,500
$372,600
$62,400
$40,000
$8,316
$5,000
$1,211,415
$1,s94
$137,569
$407,3s3
$81,765
$98,291
$3,1 05
$27,7s0
$7,783
$7,590
$8,0s0
$42,090
$8,625
$428,490
$71,760
$46,000
$9,563
$5,750
$1,393,128
$o
$0
$0
$0
$o
$0
$o
$0
$o
$0
$0
$0
$o
$0
$o
$0
$0
$o
$0
$0
$o
$o
$o
$o
$o
$o
$0
$0
$0
$0
$o
$o
$o
$0
$0
$o
$o
$0
$0
$o
$0
$o
$0
$0
$o
$o
$o
$0
$o
$o
$o
$0
$o
$o
Total Facilities
Source: Mackay and Somps; EPS.
[1] Reflects ihe estimated cosl SMUD will charge for the installation of backbone eleclrical conductors. [2] Estimale does not include costs for the traffic signals. $1,730,593 $0 $1,730,s93 $0 $259,589 $0 $1,9e0,185
w6r detail
B-70
Prepared by EPS 8/10n023 Z\Sr?ared\P@/'edslsAc\142006142079 Folsn SPIF lmplementation\23 SPIF Update\Mode\142079 SPIF Update m01 07-2+2m3

Page 311 ends

08/22/2023 Item No.15.

Table B-27
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adjustment ECIG (Mangini Phase 2 Villages 7 & 10)
ECIG (Mangini Phase 2)
Reimbursement Analysis
Item
Phase 2 Gonstruction Plan
East
Bidwell
Street
Savannah
Parkway
Percentage
of Total
Allocation
of Remaining
Reimburse,
AmountTotal
SPIF lnfrastructure Fee Reimbursement
lnitial Reimbursement Amount [1]
Remaining Reimbursement Amount
Less SPIF lnfrastructure Fee Payments
Net Remaining Reimbursement Amount
$3,885,683
$6,595,350
$o
$6,595,350
SPIF Facility Gost Estimate [2]
Phase 1 Roadways
Rough Grading
Backbone Roadways
Railroad Crossings
City Fiber Optic & Traffic Control System
Signalized lntersections & Improvements
Open Space Vehicular Access Barrier
Off-Site Roadway lmprovements
Subtotal Phase I Roadways
Dry Utility System
Potable Water System
Off-Site Water System
Recycled Water System
Sanitary Sewer System
Storm Drain System
Habitat Mitigation
Total Phase 2 Costs
$0 $e13,835
$67,335 $726,086
$0 $o
$0 $0
$o $567,309
$0 $0
$0 $0
$67,335 $2,207,230
$o $384,568
$0 $334,e38
$0 $0
$o $0
$0 $214,360
$0 $612,098
$0 $0
$67,335 $3,753,194
$913,835
$793,421
$o
$0
$567,309
$o
$o
$2,274,565
$384,568
$334,938
$0
$o
$214,360
$612,098
$o
$3,920,529
$1,577,546
$1,369,677
$o
$o
$979,341
$o
$o
$3,926,564
$663,877
$578,201
$0
$o
$370,048
$1,056,660
$o
$6,595,350

23.9o/o

20.8o/o

0.jYo

0.0%

14.8o/o

0.0%

0.lVo

59.5%

10.10/o

8.8%

0.0o/o

5.60/o

16.0%

0.0%
100.0%
Source:SPIF Nexus Study FY 2019-20 Update; MacKay & Somps; EPS. [1] Relfects reimbursement balance as of July 15,2023.
[2] Unless otherwise noted, based on the SPIF lnfrastructure cost estimates from the SPIF Nexus Study FY 2019-2020 Update, escalated lo 2023-24 dollars.

B-77
Prepared by EPS 8/102023 ZlsharedlProjectslsAc\|4201 142079 Folsoh sPlF tmplementalion\23 SPIF Update\Mode^1 42079 SPIF Updale fro1 07-24-2023

Page 312 ends

08/22/2023 Item No.15.

Page 1 of 2 ends

Table B-28
Folsom Plan Area Specific Plan
Specific Plan lnfrastructure Fee (SPIF) 2023 Adiustmenl EGIG (Mangini Phase 2 Villages 7 & 10) Detail
SPIF lmprovement
Assumption
Formula
Backbone Roadway Rough Grading
F
SPIF Nexus FY 20't9-2020V Gosts
Construction
Cost
Contract
Cost[1] SofiCosts Contingency Total
Nexus Study SPIF
Construction Escalation
Savannah Parkway
SP 4-GD
SP 4-GD
SP 4-GD
S ubtotal Savan nah Parlanay
Savannah Plovy Clearing (Phase 2A)
Savannah Pkwy Rough Grade (Phase 2A)
Savannah Pkwy Erosion Control (Phase 2A)
A
$7,920
$682,375
$39,602
$729,898
C=A+B
$8,623
$742,9O2
$43,1 15
$794,eN
$24,265
$34,288
$58,553
$341,671
$201,681
$88,028
$631,379
$1,293
$1 11,435
$6,467
$119,196
$3,640
$5,143
$8,783
$51,251
$30,252
$13,204
$94,707

8.870k
B
$703
$60,527
$3,513
$64,742
50%
D = C"SOo/o
15o/o
E -- C*20/o
0o/o
F = C-10% G = C+D+E+F
Backbone Roadways
East Bidwell Street
EBS 28
EBS 3A
Subtotal East Bidwell Street
East Bidwell Street (Sta 136+30 to 136+58)
East Bidwell Street (Sta 148+58 to 151+'t3)
$22,288
$31,495
$53,782
$313,834
$185,249
$80,856
$579,939
$1,977
$2,794
s4,770
$27,837
$16,432
$7,172
$51,'141
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$9,916
$854,337
$49,582
$913,835
$27,904
$39,431
$67,335
$392,921
$231,933
$10't,232
$726,086
Savannah Parl<way
SP4
CUL 10
CUL 10
Subtotal East Bidwell Street
Savannah Parkway (Sta '116+00 to 120+50)
Twin 60" culverts
Twin 60" culverts lnleUoutlet Headwalls
B-72
Prepared by EPS 8/10n023 Zlstared\Prc./bctslsACl 1 42OOO\1 42079 Folson SPIF Inplementalin\23 SP1F Updab\Mode\l 42079 SPIF Update n01 07'2+2023

Page 313 ends

08/22/2023 Item No.15.

Table B-28
Folsom Plan Area Specific Plan
Specific Plan lntrastructure Fee (SPIF) 2023 Adjustment ECIC (Mangini Phase 2 Villages 7 & l0) Detail
SPIF lmprovement
Assumption
Formula
Signalized lntersections and lmprovements
lntx 11 Traffic Signal - E Bidwell & Savannah
lntx 12 Westwood & Savannah Surface lmprovemen
Subtolal lnte6ections
Dry Utilities
SP 4-DU Savannah PkwY
Subtotal Dry Utilities
Potable Water System
SP 4-W Savannah Plcrry - 18" Zone 3
Sanitary Sewer System
SP 4-SS Savannah Pkwy - 8"
Storm Drain System
SP 4-SD Savannah Pkvvy - 60'SD
Total Facilities

Page 2 of 2 ends

SPIF Nexus Study FY 2019-2020 Update Costs
Nexus Study SPIF
Construclion Escalation
Construction
Cost
Contract
Cost [1] Soft Costs Contingency Total
A
$332,894
$120,227
$453,120
C=A+B
$362,421
$130,891
$493,31 2
$233,072
$233,072
$54,363
$19,634
$73,997
$34,961
$34,961
$79,839
$483,130

8.870/6
B
$29,528
$10,664
$40,192
50%
D = C*50o4
$1 16,536
$1 r 6,536
1501
E = C"2o%
0%
F = C*10o/o G = C+D+E+F
$0
$0
$o
$0
$0
$0
$0
$0
$0
$0
$0
$0
$416,785
$150,524
$567,309
$384,568
$384,568
$334,938
$214,360
$612,098
$3,820,529
$214,083
$214,083
$18,989
$18,989
$267,521 $23,729 $291,251
$171,214 $15,187 $',|86,400
$0 $43,688
$0 $27,960
$488,894
$2,958,451
$43,365
$262,415
$532,259
$3,220,865
$0
$r 1 6,536
Source: SPIF Nexus Study FY 2019-20 Update; MacKay & Somps; \trRSR; EPS. [1] Reflects the estimated cost SMUD will charge for the installation of backbone electrical conductors [2] Estimate does not include costs for the traffic signals. wrsr detail
B-73
Prepared by EPS 8/10n023 Z\Shared\Prc./ecistsAo\14200A142079 Folsom SPIF lnplemenletion\23 SPIF Update\ toden142079 SPIF Update n01 07-24-2023

Page 314 ends

08/22/2023 Item No.15.

Apperu oIx C :

Reimbursement Agreement Balances
Table C-1 Infrastructu re Reimbursement
Agreements Summary "."' C-l
Mangini Improvement Company (2 pages) ""'....' C-2
Russell Ranch TNHC (2 pages) .'."..".' C-4
East Carpenter Improvement Company (ECIC)"..' C-6
Eagle Entities (Eagle Commercial, Eagle Office) "" C-7
Gragg Ranch Recovery Acquisition. "... C-8
City of Folsom .."..'......'. C-9
Folsom Real Estate South, LLC (FRES)..'....'.'....'C-10 Lennar Homes of California, Inc. ......'.'. " "..... "" C-1 1 Arcadian Improvement Company, LLC ...'.." ."'."C-Lz
CMB Improvement Company, LLC .....'.. "'....'. " " C-13 Folsom Heights, LLC........... '...""."..C-14
Toll Bros. ,,.....C-15
Town Center South, LLC.......... ..'.""C-16
West Prairie Estates, LLC........... "'-.-C-77
Elliott Homes, Inc. (3 pages) ......."'..C-18
Summary of SPIF Annual Escalations....'."'...'."'C-21
Land Valuation Updates ".C-22
Table C-2
Table C-3
Table C-4
Table C-5
Table C-6
Table C-7
Table C-B
Table C-9
Table C-10
Table C-11
Table C-12
Table C-13
Table C-14
Table C-15
Table C-16
Table C-17
Table C-18

Page 315 ends

08/22/2023 Item No.15.

Table c-l
City of Fol$m
SPIF CrediUReimbuerent Tracking
lnfrastructure Reimburrent Agerents Summry (as of July 15, 20231 Construction Enlity Description
Mangini lmprcverent Company MIC Only Ph.1 SPIF Backbone Facilities lVllC/TNHC Shared Ph. 1 CFD No. 18 Backbone Facilities
MICffNHC Shared Ph. 1 SPIF Backbone Facilities
Mangini North Phase 1 B Backbone
Rusll Ranch TNHC fll MIC/TNHC Shared Ph. 1 CFD No. 18 Backbone Facilities MIC/TNHC Shared Ph. 1 SPIF Backbone Facilities
TNHC Russell Ranch Ph. 1 Backbone Facilities
Lenmr Horc of Califomia, lnc. [1] MIC/TNHC Shared Ph 1 CFD No. 18 Backbone Faciliiles MIC/TNHC Shared Ph. I SPIF Backbone Facilities
TNHC Russell Ranch Ph. '1 Backbone Facilities
Beqinninq Balance
Non-PFR-
Compliant Total Compliant
CurEnt Balance
Non-PFR-
Compliant
True-Up
PFRPFR
Date of
Original
Ag@mr* Status
Nexus Study Update
Nexus Study Update
Nexus Study Update
Nexus Study Update
Nexus Study Update
Nexus Study Update
Nexus Study Update
Nerus Study Update
Nexus Study Update
Nexus Study Update
Nexus Study Update
TrueUp Apprcved
2023 SPIF Adjustment
2023 SPIF Adjustment
Date
July 2O2O
July 2020
July 2020
July 2o2O
July 2O2O
July 2020
July 2020
July 2o2o
July 2o2o
July 2020
July 2020
September 2020
August 2023
August 2023
Compliant
$1 8,733,788
$3,383,460
$5,966,672
$0
($o)
$6,759
$0
$0
$0
s0
521,s42,096
$0
$0
s2411s,437
$12,656,078
Total
($o)
$6,759
$0
$0
6t11t2018
5121nug
6t11t2018
10t2912019
5t2.1t2014
6t11DO18
7118t2018
5D.1t2018
6h1noIa
7t18t2018
1A4t2019
41M2m1
9n5n022
9n5nm2
7naDo18
1BDO20
11/11v2021
5t26r2022
1A21i2021
9n5n022
$2,949,704 $21,S3,492
$0 $3,383,460
$4,083,872 $10,050,544
$1,296,218 $1,296,218
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$5,O25,274
$1,691,731
NA NA
$686,299
$501,096
$36,081,804
$5,237,338
$o
$0
$0
$561,794
$3,885,683
$4,722"965
$338,U0
$0 $5,025,274
$0 $1,691,731
$41,772,26
$0 $686,299
$0 $50'1,096
$0 $35,081,804
$5,799,1 32
s3,885,683
$4,722,565
$338,910
$0 $0
$0 $0
$0 $21,542,096
($106) $0 ($106)
so $0 $0
$0 $1,572,552 $1,572,552
$o $369,001 $369,004
$0 $0
s0 $0
80 $24115,437
$1,433,521 $11,089,599
Tru+Up Apprcved Seplember2o2oEast Carpenler lmprcverent Company
Eagle Entities (Eagle Comrercial,
Eagle Office)
ECIC/Enclave Shared Costs
Mangini Ph6e 2A, Wtlag6 7 nd 10
Mangini tunch Ph6e 2C, Wtagc 3 B*kbone
nangini Rarch Ph6e 2C, Vitlrye 5 & 6 Backbore
TNHC Russell Ranch Ph. '1 Backbone Facilities
ECIC;/Enclave Shared Costs for Phase 2A Backbone
Parcet 61 and 77 Bekbone FacittiF
Parcel 85A B&kbone Facititi6
$214,300
$3,292,'143
$15,s22,750
$7,286,071
$0 $214,300
$1,365,605 $4,657,748
$0 $15,922,750
$825,275 58,111,U5
GEgg Ranch Recovery Acquisition
WRSP Backbone lmprcvements
Arcadian lmproverent Company,
LLC lvlangini Ranch Phase 1C Backbone
CMB lmprcverent Company, LLC Mangini Ranch Phase 2 Village l+2 Backbone $10,999,824 $0 $10,999,824
$6,415,623 $631,301 $7,046,924
$0
$0
$0
$0
$0
$0
$0 6nSl2O19 True Up
$0 6R12022
July 2020
$3,752,466
$0
s4,627,328
$2124,624
$8,379,794
$2"121,624
$0 $0
Toll Bros.

Tom Center South, LLC Mangini Ranch Phase 3 Village 1-4 Backbone Elliot Hoffi, lnc, Broadstone Estates Backbone lnfrastructure and Zone 4 i $1,097,115 ' ['1] All TNHC ReimbuFement balances now assigned to Lennar Homes of Califomia, lnc [2] Bolded and italicized agreements are those with reimbuFements remaining as of the 2023 SPIF Adjustment. $7,805,700 $16,832,948 $24,838,61t8 ($6jN,063)
$0 $2,654,679 $2,654,679 $0
85iU,350 $511,350
$o ($61N,063) A16na1 2023 SPIF Adjustment August 2023
$0 $0 5t1ano22
$1,N7,145 81,194,462 $o $1,194,462 11/16t2022
c-1
Prepa6d by EPs U32023 Ztshare#rc/bds\SAc\t 4mN\1 4m7g Folson SPIF lnplemenlatbn\MdetssPlF Reinbusement Tacking\142079 SPIF Reinbffiened Trackry ml 05 16 23

Page 316 ends

08/22/2023 Item No.15.

Table C-2
Clty ol Fdsm
SPIF CrdlURelmbursemst Tracklng
Manginl lnpbvemenl comFny
Cofipliail Compliant Tobl Compliant Compliant Tokl Compliant Compliant Tobl ilanglni lmprcvement ComFnY
TEndd
Rdpidm6dnaton Dah
Ag@ment
SPIF True"Up
cityC6h Reimbureement
$18,733,788 $2,949,704
$18,733,788 $2,949,704
$18,733,788 5224,912
s18,733,788 $154,912
t18,733,788 S0
$19,346,383 $0
s19,830,043 $0
$19,361,633 $0
s19,276,633 $0
$15,885,953 $0
$15,n0,933 $0
912,614,093 $0
$12,507,593 $o
$12,789,014 S0
$10,275,234 S0
t10,190,0s $0
$15,174,751 $0
$15,883,046 E0
$13,999,984 S0
s13,953,931 $0
$12,340,949 $0
$12,2s,895 $0
s12,694,479 $0
911,979,471 $0
s12,643,134 S0
$10,805,294 $0
$10,755,89 $0
s10,657,646 $0
s10,653,s26 S0
$9,852,248 $0
$9,757,488 $0
s5,328,028 $0
$5,216,788 $0
93,92,550 $0
$3,917,830 $0
($o) $o
s18,733,788 92,949,704
$18,733,788 $224,912
$18,733,788 $154,912
$16,733,788 S0
s19,346,383 $0
$19,830,043 $0
$19,361,833 $0
$19,275,633 S0
s15,885,953 S0
$15,770,933 $0
$12,614,093 S0
t12,507,593 $0
$12,789,014 $0
s10,275,234 $0
s10,190,034 $0
s16,174,751 $0
s15,883,046 $0
$13,999,984 $0
$13,9s3,931 $0
s12,340,949 90
s12,294,895 $0
$12,6s,479 $0
$11,979,471 $0
s12,643,134 $0
$10,805,294 $0
$10,755,854 $0
$10,657,ffi S0
$10,653,526 $0
$9,852,248 $0
$9,757,488 $0
$5,328,028 $0
s5,216,788 $0
$3,942,550 $0
$3,917,830 S0
Descdpid
FPA sPlF Fe RelmbursementAgEmdt(2017 Pnodty)
Ced. No. I to C&T Fee ReimbuEemenb 6 credib
Ced No. 1 to C&T Fee ReimbuEemenb as Credb
Ced. No. 2 to c&T Fee Reimbureem€nb as CrediF
FY 201&2019 Adjudment [2]
FY 201 9-2020 Adjustment l2l
Cefr. No.3to C&T Fee Reimbuc€menF as Credib
Ced No.3to C&T Fee ReimbuEemenb as Credib
ced. No.4 to c&T Fee Reimbureemenb as crediF
Ced. No.4b C&T Fee ReimbucemenF as Credits
C€d. No.5to C&T Fe€ Reimbu6emenE 6 CrediF
ce( No. 5to c&T Fee ReimbuG€menb 6 credib
ry 2020-2021 Adju$ent [2]
Ced. No. 6 to CET F-ee ReimburseileG as Credb
ced Nd 6to C&T Fee Reimbursemenb as CrediE
Cefr. No.7to cAT Fee ReimbuEemenb as Credib
ced No. 7 to C&T Fee ReimbuEemenb as credb
Cet No 8to C&T Fee Reimbureem€nb as CrediE
ced. No.8b C&T Fee ReimbucemenE as CrediE
FY 2021-202 Adju$ment [2]
ced. No.9to C&T Fee ReimbuEemenb 6 Credib
ry 2022-2023 Adjusent {21
Ced. No. 10 to c&T Fee Reimbureemenb as Cr€db
Ced. No. 10to C&T Fee ReimbureemenF as Credib
ced. No. 11 b C&l F€e Reambureements 6 CrediE
Ced. No. 11 to c&T Fee Reimbuemenb 4 Credib
Cet No. l2to CaT Fee Reihbureemenb 6 Credib
ced No. 12 to C&T Fee Reimbureemenbas Credft
ced. No. 13 to C&T Fee RdmbuEeme* as Credb
Ced. No I 3 to c&T Fee Reimbureemenb as CrediF
ced. No. 14to C&T F€e Reimbureements as crediF
Cefr. No. 14 to C&T Fee ReimbuemenG 6 Credib
Ced. No. 15b c&T Fee Reimbucemenb as Credib
Cefr. No. 15to C&T Fee ReimbuEemenb as Credb
Mtc onlyPh.l sPlF &clbe Fellltes
Non-PFR Compliant Reimbue. Conv. To ltrtudre Fee credb
Non-PFR CompliantReimbu6e. Conv. To Public Lands Fee crcdib Non-PFR CompliantReimbuEe. Conv. To lnfrastrudre Fee CtediE 3 27.4

2.5004
PFR compliant Reimburee. conv. To l*edre Fee Credib
PFR CompliantReimbuse. Conv. To Public Lands Fee Credib PFR CompliantReimbu6e. Conv. To lffiaftdre Fe€ CrediE
PFR CompliantReimbuEe. Conv To Public Lands Fee Crcdfr
PFR Compliant R€imburse. conv. To lnftdudre Fee credib
PFR compliant Reimburee. conv. To Public Lands Fee Credis 2 2504
PFR CompliantReimbuEe. Conv. To lftftdre Fee credib
PFR Compliant Reimburee. Conv To Public Lands Fee CredG FY 2020-2021 SPIF Nexus studyUpdde
SPIF lnfrasdre Fee C6h ReimbuEem€nt
PFR compliant Reimbue. conv. To lffiefrre Fee Credb
PFR Compliant ReimbuEe. Conv. To Plblic Lands Fee credib PFR CompliantReimbuc€. Conv. To lffiasdre Fee CrediE
PFR CompliantReimbu6e. Conv. To Public Lands Fee Credh

3.25%
PFR Compliant Reimbuce. Conv. To lffiudre Fee credb

5.54%
PFR compliani ReimbuEe. conv. To lffiafldre F€e CrediF
PFR ComplianiReimbuEe. Conv. To Public Land Fee CrediE
PFR Compliad Reimburee. Conv. To lnftashudre Fee crediE PFR Compliant ReimbuGe. Conv. To Public Land F€e Credib PFR Compliant Reimbue. Conv. To lfttudre Fee Credb
PFR Conpliant ReimbuGe. Conv. To Public Land Fee Credib PFR ComplianiReimbuEe. Conv. To lffiqftdre Fee Credits
PFR CompliantReimbuFe. Conv. To Public Land Fee Credh
PFR Compliant ReimbuEe Conv. To lnfra$rudre Fee credib
PFR Compliant Reimburce. Conv. To Public Land Fee Credib PFR Compli€d Reimbuce. Conv. To lffimtudre Fee Credib
PFR compliant Reimburee. Conv. To Public Land Fee credib Maqlnl lmp.dement ComFny
Ta9or Modson, Ph. 1, V.2
TaYor Modson, Ph. 1, V. 2
Mangini lmprovement Company
Mangini lmprov€ment Company
Td Pointe Homes, Ph. 1, V.5
Td Pointe Hom6, Ph. 1, V. 5
Taylor Mofrson, Ph. 1, V. 6
TaYor Modson, Ph. 1, V. 6
TaYor Motrison, Ph. 1, V. 7
Tator Modson, Pn. 1, V.7
Mangini lmprovement Company
Td Pointe Hom6, Ph. 1, V.4
Ti Pointe Homs, Ph. 1, V. 4
Mangini lmprdement Company
Mangini lmprovemenl Company
creebtone, Ph. 1, V.10
CreeKone, Ph. I, V.l0
Mangani lmprovement Company
Mtc
Van Daele ApadmenE
Van D6ele Apadmenb
Van Daele Bungalm (Uni6 157i60)
Van Daele Bungdore (Unib 157i60)
TCS Mangini Ran* Ph 3AV1
TCS Mangini Ranch Ph 3A V1
TCS Mangini Ranch Ph S W+3
TcS Mangini Ranch Ph 3A W+3
TCS Mangini Ranch Ph $ V4
TCS Mansini Ranch Ph 3AV4
Van Daele Ld l6"ApadmenF
Van Daele Lot I 6-Apadmenb
$2r,s3,492
118,958,700
$18,888,700
t18,733,786
s19,36,S3
$19,80,G3
$19,$1,a33
t19,276,633
015,E85,953
s15,770,933
$12,614,63
tl2,97,593
tt2,789,014
910,275,231
s10,190,034
s16,174,751
t15,S3,M
313,S,984
$3,953,931
312,3{,949
3r2,294,895
31 2,694,479
311,979,471
312,6€,134
$i0,805,294
$0,755,Es4
t10,657,ffi
$i0,s3,526
39,852,2€
19,757,{8
15,328,028
45,2i6,788
13,942,5S
$3 917,830
$21,683,492 $0 $0
$21,683,492 $0 ($?,724,792)
$18,958,700 S0 (S70,000)
s18,888,700 $0 (S154,912)
$18,733,788 S612,595 $0
$19,ffi,383 $483,660 $0
919,830,043 {S468,210) $0
$19,361,833 ($85,200) E0
$19,276,633 ($3,390,6E0) $0
$15,885,953 ($115,020) $0
$15,70,933 ($3,156,840) $0
$12,614,093 {S106,500) $0
$12,507,593 $281,421 $0
s12,789,014 ($2,513,780) S0
$10,275,2U (985,200) $0
$10,190,09 s5,984,717 $0
916,174,7s1 (S291,705) 90
$15,8E3,046 ($1,883,062) So
$13,999,984 (346,053) S0
513,953,931 ($1.512,9E2) $0
$12,340,s9 ($46,053) $0
$12,29,895 $399,584 50
$12,694,479 (S715,008) $o
$11,979,471 $663,663 $0
$12,643,134 ($1.837,s0) $0
$10,805,294 ($49,440) S0
$10,755 8g ($98,208) $o
$10,657,646 {54,120) $0
$10,653,526 ($801,279) $0
s9,852,248 ($94,760) S0
s9.757.488 ($4,429,460) $o
$5,328,02E (9111,240) $0
$5.216.788 t$1,274,238) $0
$3,s2,550 ($24,720) $0
93,917,830 {S3,917,830) $o
(so) $o $o
s0
(s2,724,792)
($70,000)
($1s4,912)
s612,595
$483,660
(s468,210)
($85,200)
($3,390,680)
($1 15,020)
($3,1S,e0)
(s106,500)
$281,421
($2,513,780)
($85,200)
$5,99,717
($291,705)
($1,883,062)
($46,053)
{$1,612,982)
(s46,053)
$399,5&
(s715,008)
$663,563
{s1,837,840)
($49,440)
($98,208)
($4'120)
($801,279)
(s94,760)
($4,429,460)
($1 1 1,240)
l$1,274,n4)
l$24,720)
($3,917,830)
s0
06/fi/18
06/1 1/1 8
06t11t18
811/1E
07n1t18
07t01t19
09/1 1/1 I
09t11t19
I 0/0&1 9
1 0/0&1 9
10P219
10D2t19
07t0120
07m020
07l2n02a
July 2020
10n8n0
11t19n020
11t19P020
May 2021
Mq 2021
7t1po21
o5t17n2
7t1no22
7t27n022
1n5n023(so) $o ($o)
re-ilu

Page 317 ends

08/22/2023 Item No.15.

Table C-2
Clty of Folsom
sPlF CdlAdmbursment Tracklng
Manglnl lmprcvement Cohpany
Compliant Compliant Total Compliant Compli€nt Tobl
Marulni lmprcvcment Comtsny
TEnsctd
Rsipienm6dnatonD6ciptm
Manginl knch Ph. I bt20 Part SIE
TranSer ParKand Dedidon to CrediE
Compliant Compliail Tobl

12.30 mAgremst
C€d.No.8bT€nder
CFD No.18and FPA sPlF Aqulsldo & shofrll AgEmmt
Ce( No. 18 to c&T Setskide Fee Reimbureemenb as Credib
ry 2022-2023 Adjudment [2]
ry 2023-2024 Adju#ent Pl
illmHC Shard Ph.1 cFD No.18 Backbne Fellifes lll
ReimbuMments conveded to selAside Fee credib

5.9%
a a70h
$3,383,460
954,144
$6,404
$6,759
$3,383,460
$54,144
$6,404
s6,759
$0
($47,740)
$355
$600
$3,383,460 $0 $3,$3,60
$6,404 $0 s6,o1
$6,759 $0 56,759
-5lEtt-irrSrt{r
FPA SPIF Fe relmh6ementAg@ment(2017 Pdoilty)
ced No- 5 b C&T Fe Reimbur*msb as Ctdl6 PFR CompliantReimhrse. Conv- To s5,$6,672 $4,083,872
32,074,e0 gl s10,050,9
$2,074,E00 (t2,074,800)
$0 $o $5,s,672 $4,083,872 t10,0$,9 ilanginilmprovementcomtsny $0 ($2,071,s00)
-m
TdPolnbHome5,Ph.l,v.5
000
$0
$0
s0
90 $1,295,218
$1,296,218
$1,325,383
$1,368,456
$0
$0
$0
$0
s0
$29,165
s43,075
($630,824)
($1 I 1,240)
s0
(s47,740)
$355
s600
$0
Maeinl lmprovement ComtsnY
AIc Mangini Ph. 1C Vllage 3
ost21r1a
03t18n2
1t1n022
06rt l/18
09rl t119
Manglnl lmpEvement ComFny
Mangini Ph. 1, V. 3
w7/18
Mq 2021

12.30 0.00
(o.21)

0.00 (0.21)021 a.21
FPA sPlF Fe RdmbuemstAErerent (2019 Priorit9
ry 2020-2021 Adjufr ent i2l
F Y 2021 2022 Nj!*ment 12)
FY 2022-2023 Adiu$ment I2l
Ced. No. 1 to C&T Fee Reimbureemenb d Credb
Ce{. No. 1 to C&T Fee ReimbuFemenb as Credb
Ced No.2to CAT Fee ReimbuEemenb as Credh
ced No 2 to C&T Fee Reimburcemenb as CrediE
Manglnl Nofr Phase 1B Backbne

2.25%

3.25%

5.54%
PFR Compliant Reimburee. Conv. To l#&dre Fee Credb
PFR Compliant Reimburee. Conv. To Public Lands Fee CEd6 PFR CompliantRdmboe. Conv. To 1fttu@r€ F€e CrediF
PFR compliantReimbu6e. conv. To Public knds Fee credb
s0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
90 $0
$0
$1,296,218
$1,296,218
$1,325,3E3
$1,368,458
$0
929,165
$43,075
$75,813
($630,824)
Manglnl lmpEvemst ComFnY
Mangini Improvement Company
Mangini lmprovement Company
Mangini lmprovenent Company
Mansini Rdch Phme 1E (Lot 1&APt
Msngini Rach Phase 1E (Lot 16-Ad
MPA (152 MU)
MPA (152 MU)
10t29t19
07n\n0
07rc1t21
7t12022
1U5nO22
10t5n022
99t2023
w2Q3
s0$1,2s6,218 $1,295,218
s0$1,325,383 $,325,383
$0 91,368,4s8 91,S46
$0 $1,444,271 51,&,271
$0 t813,447 t813,97
$0 s702,207 s702,207
s0 $9,760 s94,760
IililU
(sl 1 1,240)
(s607,447)
$1.44,271
$813,447
$75,813
$1,444,271
s813,447
s702,207
$s4,760
s702,207
$94,760
(s07,447)
(se4,760) ($94,760)
Source: Cityof Fol$mi EPS.
[1] RdeG X share ofMlCfrNHC Shared Ph.l Bekbone Facilifiescon$udon co$.

Key:

C&T- Credit and T€n#er
c-3

Page 318 ends

08/22/2023 Item No.15.

Table C-3
City of Folsom
sPlF crediUReimbuEement TEckinq
Russell Ranch TNHC
AgJeement
FPA SPIF Prog,am Public Lands Fee Reimbucement Agreement (2017 Priority) Cert. No. I to C&T Fee Reimbu6ements as Fee Credits
cert. No.1 to C&T Fcp Reinhrrqamenls es Fee Credils
FPA SPIF Fe Reimbucement Ag@ment (2017 Priority)
Cen. No. I to C&T Fee Reimbursements as Fee Credits
Cert. No. 2 to C&T Fee ReimbuFements as Fee Credits
Cert. No.2 to C&T Fee ReimbuFements as Fee Credrts
cert. No. 2 to c&T Fee Reimbursements es Fee crcdits
Ce.t. No. 2 to C&T Fee Reimbursemenls as Fee Credits
Cert. No. 3 lo C&T Fee ReimbuFements as Fee credits
Cert. No. 3 to C&T Fee Reimbu6ements as Fee Credits
ced No- 4 to C&T Fee Reimbursements as Fee Credits
Cert. No. 4 to C&T Fee Reimbursements as Fee credits
Ced. No. 5 lo C&T Fee ReimbuFements as Fee Credits
Cefi. No. 5 to C&T Fee Reimbu6ements as Fee Credits [3] FY 201 8-2019 Adjustment I4l [51
FY 2019-2020 Adjustment [41
FY 2020-2021 Adjustment [41
city Cash Reimbu6ement
Assignment and Assumption Agreement [6]
CFD No, l8 and FPA SPIF Acquisition & Shortfall AgEement cert. No. 1 to C&T set-Aside Fee ReimbuFements as Set-Aside Fee credits Cert. No. 2 to C&T set-Aside Fee ReimbuFements as set-Aside Fee credits ced. No. 2 to c&T Set-Aside Fee Reimbu6ements as Set-Aside Fee Credits ced No- 3 to C&T Set-Aside Fee ReimbuEements as Set-Aside Fee Credits Cert. No. 4 to C&T SelAside Fee Reimbucements as Set-Aside Fee C.edits Ce.t. No. 5 to C&T Set-Aside Fee Reimbu6ements as Set-Aside Fee Credits Ce.t. No.6 to C&T set-Aside Fee ReimbuFements as Sel-Aside Fee Credits Cert. No. 7 to C&T Set-Aside Fee ReimbuFemenls as Set-Aside Fee Credits Ce.i. No. 8 to C&T Set-Aside Fee ReimbuFements as Set-Aside Fee Credits FY 2018-2019 Adjustment [4] [s]
FY 20'19-2020 Adjustment [41
FY 2020-2021 Adjustment I4l
city Cash ReimbuEement
Assignment and Assumption Agreement [6]
FPA sPlF Parkland Dedication cedit Agrcement
Cert. No. '1 to Transfer Parkland Dedi€tion Acreage Credits Cert. No. 2 to Transfer Parkland Dedication Acreage Credits Cert No. 2 to Transfer Parkland Dedicalion Acreage credits Cert. No. 3 to TEnsfer Parkland Dedication A@age Credits Cert. No. 4 to TEnsfer Parkland Dedication Acreage Credits Ced. No. 5 to Transfea Parkland Dedication Acrcage Credits Cen. No. 6 to Transfer Parkland Dedication Acaeage Credits Cert. No. 7 to Transfer Parkland Dedi€tion Acreage Credits Parkland t71
ReimbuEements Converted to
MIC/TNHC Shared Ph.l Backbone Facilities [21
Reimbu6ements conrerted to lnfrastructure Fee Credits
Reimbucements Converted to lnfrastructure Fee Credrts
ReimbuFements Converted to Public Lands Fee Credits
ReimbuFements Conveied to lnfrastructure Fee Credits (ShortfalD Reimbu6ements Converted to Public Lands Fee credits (Shortfall) ReimbuFements Converted lo lnfrastructure Fee Credrts
Reimbursements Conwded 10 Public Lands Fee credits
ReimbuFements Conrerted to lnfrastruc{ure Fee credils
ReimbuFements Conwrted lo Public Lands Fee Credils
ReimbuGemenls Conveded to lnfrastructure Fee Credits
ReimbuFements Conrerted to Inftastructure Fee credits Warranty)

3.27U.

2.50%

2.2s!o
SPIF lnftastruclure Fee Cash ReimbuFement
Assignment ofReimbuEements to Lennar Homes of california, lnc.

Mlc/TNHC sharcd Ph, I Backbone Facilities [21
ReimbuFements Conveded to Set-Aside Fee Credits
ReimbuFements Conwrted to set-Aside Fee credits
Reimbucements conrerted to Set-Aside Fee Crcdits (Sho.tfall) Reimbu6ements converted to set-Aside Fee credits
ReimbuGemenis conveded to set-Aside Fee credits
ReimbuEements converted to Set-Aside Fee credits
ReimbuFements Conwrted to Set-Aside Fee Credits
Reimbu6ements Conrerted to Set-Aside Fee Credits
ReimbuFements Conveded to Set-Aside Fee C.edits

3.27"/o

2.50.k

2.25V.

Set-Aside cash Reimbursement
Assignment of Reimbu6ements lo Lennar Homes of California, lnc.

TNHC Russell Ranch Neighborhood Park, Large Lot 22
T€nsfer Parkland Dedi€tion lo credits
TEnsfer Parkland Dedi€tion to credits
Transfer Parkland Dedication to credits (Shortfalt)
Transfer Parkland Dedicaiion to Credits
T€nsfer Parkland Dedication io Credits
T€nsfer Parkland Dedi€tion lo credits
T€nsfer Parkland Dedi€tion to Credits
Transfer Parkland Dedication to crediis
rEn.fa. perLl2nd Dedi.didn td C€dils

35.025,27i1
$4,3/r4,335
92,63s,101
$2,586,7E1
$2,517,887
12,517,887
$1,656,712
$'1,530,ss2
$734,930
9706,770
$s02,527
$502,527
1655,853
9683,s2i1
9698,903
$1,691,731 $0 91,691,731
$1,691,7s1 ($87,161) $1,60'1,570
$1,604.s70 ($14s,989) $1,45,r,s81
51,4s4,581 ($6.464) $r,,148,117
$1,44E,117 ($80,800) si,367,317
$1,367.317 ($8,1.032) 31,283,285
$1,283,265 ($83,107) 3',1,200,178
$1,200,178 ($143,640) $1,056,538
$1,056,538 ($105,404) S951,134
$951,134 ($132,512) $818,622
$818.622 $55,320 $873,9,12
s873,U2 $21,849 $895,791
$895,791 $20,155 $915,946
$s15,946 (S414,6s0) $50',1,036
A6es
s.26 o.oo s-.2t
(0.63)
(0.76)
(0.03)
(0.34
(0.38)
(0.60)

4.53 3.87

3.84 3,17

3.09 2.49

0.83.66)
Tcnsactions
ffiBalance Amount Balance necipienuDestination TEnsactionDateDescription TNHC Russell Ranch WaterTank Site Dedication [11
ReimbuGements Conrerted to Public Lands Fee Credits
$s97,320 $0 $597,320 o1t29tl9
01 t29119
01t?9t19
06t11t14
02119119
o3t13t19
03/1 3/1 9
03/1 3/1 I
03/13/19
03/1 3/'1 I
03/13/19
03/13/1 9
03/1 3/'19
03/1 3/1 I
03/13/t I
72o Village 6
Villeoe 6
$5,025,274
$5,O2s,274
$4,344,335
$2,639,101
$2,586,781
$2,s17,887
$2,517,887
$1,656,7'12
$1,630,552
$734.930
$708.770
$s02,527
$502,527
$666.853
$683.524
$0
($680,939)
($1,70s,234)
($s2,320)
($68,894)
$o
($E61,175)
($26,160)
($895,622)
($26,160)
($206,243)
$0
$1 6,1,326
$r6.671
$15,379
TNHC Russell Ranch
Village 6
Village'1
Village I
Vlllage I
Village 1
Village 2
Village 2
Village 3
Village 3
Mllage 7
Village 7
TNHC Russell Ranch
TNHC Ru$ell Ranch
TNHC Russell Ranch
TNHC Russell Ranch
Lennar Homes
TNHC Russell Ranch
Village 6
Mllage 1
Villege 1
Village 2
Village 3
Village 7
Mllage 4
Village I
Village 5
TNHC Russell Ranch
TNHC Russell Ranch
TNHC Russell Ranch
TNHC Russell Ranch
Lennar Homes
TNHC Russell Ranch
Village 6
Village 1
Village I
Village 2
Village 3
Mllage 7
Village 4
Village I
07/01 /'1 8 (Retroaclive)
$698,903 ($12,60,1) $586,293
@
07 to1 t19
07n1 D0
o.tober 2020
12t1gni
o6t11118
02t19t19
03/'1 3/1 9
03/1 3/'19
o3t13119
03t13t19
03/t3/1 I
o3t21 119
o3t21119
03t2t 119
0710'1 /1 8 (Retrcactive)
07t01 t19
07t01t20
october2020
1A1At20
07t1at1a
02h9hs
03t13t19
03t13t19
03t13t19
03/1s/lS
03/13/1I
03121119
o3t21 119
o3t21 119

5.26 4.63

3.87 3.84

3.47 3.09

2.49 0.83
tueparedbyEPs 81312023
c-4

Page 319 ends

08/22/2023 Item No.15.

Table C-3
City of Folsom
SPIF CrcdiUReimbuFement TEcking
Russell Ranch TNHG
Ag@ment Descaiption
TEnsactions
ffiBalan@ Amount Balan@
Russell Ranch TNHC
RecipienuDestination TEnsactionDate
Cert. No. I to C&T Fee Reimbu6ements as Fee Credits
cert. No. 1 to c&T Fee ReimbuFements as Fee c@dits
Cert. No. 2 to C&T Fee Reimbursements as Fee Credits
Cert. No. 2 to C&T Fee ReimbuEements as Fee Credits
Cert. No. 3 lo C&T Fee Reimbu6ements as Fee Credits
Cert. No. 3 to C&T Fee Reimbu6ements as Fee Credits
Cert. No. 4 io C&T Fee Reimbursements as Fee Crcdits
Cert. No. 4 to C&T Fee Reimbursements as Fee Credits
FY 2019-2020 Adjustment [41
FY 2020-2021 Adjustment [4]
Cny Cesh ReimbuFement
Assignment and Assumption Agreement [61
$40,80r,216
t40,761,976
($2,631,462) 938,130,514
($74,120) $3E,056,394
($1,493,076) $36,563,318
($s2,320) $35,510,998
($1,41 2,327, $35,098,571
($39,240) $35,059,431
$876.486 $35,935,917
$80E.558 $36,7it4,475
A$ignment ofReimbuEements to Lennar Homes of California, lnc. s36.744.475 ($662,671) 336,081,804
@
Sour@: City of Folsom; TNHC Ru$ell Ranch; Hefner, Stark & Marcis, LLP: [4acKay & Somps; EPS. [1] Based on dedication of 1.37 acre watertank sile at $436,000 per acre {21 Reflecls 1/3 share of MIC/TNHC Shared Ph. 1 Backbone Facilities construction @sls. and completion of any such required waf,anly work.
iSj nuneas"*t.""fiveadjustmenttothereimbursementbalan@priorioT/1/lS.Theseadjuslmeotsarebasedonthefollowingbalan@amounts:

MIC/TNHC Share Ph.1 Backbone Facilities (SPIF lnfraslructure)l $5,025,274.

M tc/TNHc share Ph.1 Beckbone Facilities (cFD No. 1 8/seLAside): $1 '691 '73 1 - FPA SPIF ReimbuFement Agreement - MIC/TNHC Shared Phase 'l Backbone Facilities. - CFD No. 18 and FpA SPIF Acquisition & Shodfall Agreement - MIC/TNHC Shared Phase 1 Backbone Facilities. - FPA SPIF Fee Reimbu6ement Agrcement - TNHC Ru$ell Ranch Phase 1 Backbone Facilities I7l TNHC exhausts its parkland dedication acreage with the Final Map for Village 5. Therefore, TNHC shall pay for the dedietion of 0.53 of pa*land acres ReimbuEements Convened b lnfrastructurc Fee Credits
ReimbuFemenb conwrted to Public Lands Fee credits
ReimbuFements Conwrted to lnfrastruc{ure Fee Credits
ReimbuEements Conwrted to Public Lands Fee Credits
ReimbuEements Conveded to lnfrastructure Fee Credits
ReimbuFements conwrted to Public Lands Fee credits
ReimbuEements Conwrted to lnfrastructure Fee Credits
Reimbu6ements Conwrted to Public Lands Fee Credils

2.50%

2.25o/o
SPIF lnhastructure Fee Cash ReimbuEement
$41,772,206
$40,801,2 16
$40,761,976
$38,1 30,5r4
$38.056,394
$36,563,318
$36,510,998
$35,098,671
$35.059,431
$35,935,917
Village 7
Village 7
Village 4
Village 4
Village 8
Village 8
Village 5
Village 5
TNHC Russell Ranch
TNHC Russell Ranch
TNHC Russell Ranch
Lennar Homes
03/1 3/1 9
03/13/19
o3t21 119
03t21 t19
03t21t19
o3t21 t19
03t21t19
03t21t19
07t01t19
07 t01 t20
October2020
12t1ADO
Prepared by EPs 882(n3
c-5

Page 320 ends

08/22/2023 Item No.15.

Table c4
ClVd Fdsom
East CarFbr lmprovemnl ComFny (ECIC)
ry 2023-2024 Adju$mst f2l
Compliant compliant Total ComPliant compliant Total Compliant Compliant Tobl EGt CaryenGa
lnpwemst&mpany
Rdpleng&stnaton
Transdon
ECtC
ECtC
1M19
07to1t22FPA SgF Fe tuimbemntAgEmst (2019 Pdod$ fll
FY 2022-2023 Adjusment [2]
FPA SPIF Parlland Mledil Crditag@dst
ced. No. 1 to Transftr Parkland Dedi€ton tureage Gedib
Ced. No.2to TEnder Parkland Dedcaton tureage OediE
Cet No. 3 to Trander Paftland Dedcaton tureage Credib
Ced. No.4to T€nderPa*land Dedcdon beage Credib
Ced. No.5b T€nder Pa*land Dedicdon beage Credb
FPA SPIF Pqram Publlc kds Fe tufihErentAgeffit (2021 Pdodty) 2021 Valuaton updde [5]
Ced No. 1 to C&T Fee Reimtuements 6 credb
Cen. No. I to c&T Fee Reimhemenb 6 CrediF
FPA sPlF Fe RdmhRmentAgement (2022)
C€n. No. I to c&T F€e ReimhreemenE 6 Credb
FY 2@12024 Adju$ment I2l
PFR compliant Reimburee. conv To Inffidre Fee CrediF
PFR Comphant ReimbuEe Csv. To Public Land Fee Credb
ManEinl
a a70a
v.8
v 10
12M19
01/0u0
07n120
o7n1n0
oa2121
ECtC
ECtC
Mangini
Mangini
Ph. 2C, V. 3 (Beder)
Ph. 2C, V. 3
ou1n1
07rc1 P1
04n9n2
Not Yet Ex€cded
Mangini Ph. 2C, V. 3 (Beaze,
ECtC
ECtC
oq1a21
04n9n2
07n1n2
ECIC Phas 2CVllage 3
MPA Apadmenb (152 MU)
0915P2
03n923
$o $o $4,722,965 $4,22,55
s0 $0 s4,200,011 $4,200,011
$0-II@
$0 $0 s338,s0 $336,940
$O I@!IEEE[
Desdpton
EclcrEnclaveshad cGs

5.5404
Bsed
ManElnl knch Phe 2, LotJ4
Trander Parkland Dedi€ion to Credib
Trander ParKand Dedicton to Credb
TranSer Parkland Dedicaton io q€db
TranderParkland Dedicdon b Credb
T€nderParuand Dedicdon to oediE
q5?3733a Ss61 7C! $5799.132 50 S0 so 85,237,336 5561,794 95'ru,132- --,sioo, so rsroo, rsr so rs6r ItiEiE-EE

5.65 - 5.65 (0.66) - (0.s) 4.99 0 00 d99

4.99 - 4.99 (0.35) - (0.35) 4.& 0.00 464

4.64 - 4.64 (1.07) - (.07) 3.57 0-00 3.57

3.57 " 357 (1 14) - (1.14) 2.43 000 2.8

2.43 ^ 2.43 iz.qri i2.13i IEEIEE-u
$1,754.215 $0 $1,754,215 $O $0 $0 $1'754'215 $0 31'754215 $1,671,810 $0 $1,671,810 $O $0 $0 $1,671,810 $0 $1'671'810 $1571810 SO 5r.671.810 r$1.623.930) $O ts1,623,930) $47,880 $0 $47'm $47,sso so $47,880 t+z,esb ooj s0 i$47,s80j
-ililil
P .2,
Ph. 2,
Ph. 2,
Ph.2,
ECtC
Mangini
M€ngini
Mansini
Mangini
s0 $0
($172,123) 1s172,123J
$205,731 $205,731
$0 $2,511,513
($215,700) ($215,7m)
(93,330,7s2) ($5 e2,305)
{$144,200) ($144,200)
($228,5se) ($228,599)
Span6 AlderCre€kApadmenb (I5 MHO)
Span6 AderCreekApadmenb (265 MHD)
KB Homs MR P2C V5S
MPA Apah€nb (152 MU) 03/0923
FPA SPIF Fe tuimbu6ement Agement (2022)
Ced. No. 1 b eT Fee Reimbureemenb as Oedits
2022 Valudon Updde
Ced No.2 T6n$erftom CMB
Ce( No. 3 to C&T Fee ReimtuemenF 6 GedG
ced. No.4to c&T Fee Rdmhemenb 4 credib
Ced. No.4lo C&T Fee ReimbuEemenb as CrediF
Ced. No.5to GT Fee ReimbuEemenb as CrediE
Manglnl Pkse 2A, Vllaqes 7 and rO
Non'PFR Compliant Reimburee. Conv. To lnfiasNdre Fee Credib

5.5404
CGt$adng Mangini Ranch Phde 2 lmprovemenb
Non-PFR Compliaft Reimbue. Conv. To lnffidre Fee Credib Non-PFR Compliad ReimbuEe. Conv. To Intutudre Fee credib Non-PFR Compliant ReimbuEe. Conv. To tublic Land Fee Credib Nor-PFR Compliant Reimburee- Conv. To lnftastudre Fee Credib Manginltunch Ph6e 2c, Vllage3 kihe
Non-PFR Compliad Reimbue. Conv. To lnffidure Fee Credb
La70k
$0
$0
$3,885,683 $3,885,683
$3,885,683 $3,885,683
93,713,560 $3,713,560
$3,919,291 $3,919,291
93,919,291 $6,430,89
s3.703,591 $6.215,104
$372,799 $372,799
$228,599 $228,599
s4,722,965 54,722,965
$4,722,965 54,722,965
s4,200,011 $4,200,011
$338,S0 $338,940
s338,940 S338,940
$0
$0
$0
$2,51 I,513
$0
($2,511,513)
$0
$0
s0
$0
$0
$o $3,885,683 13,8E5,683
$0 53,713,560 t3,713,560
$0 s3.919,291 33,919,231
$2,511,513 $3,919,291 56,60,&
$2,511,513 $3,703,591 t6,21s,104
s0 $372,793 $372,7S
50 $28.599 3228,599
@
s0
$2,51 1,513
$2,511,513
50 $0
$0
$0
$0
$0
$0
$0
($s2,9*)
$372,541
$0
$30,064
EclC Ph6e 2C Vllage 5 8 6 09t15n2$0
$0
Source: City ofFol$m; EPS.
[1] Renec ECIC'S share ortotai cos{S10,456,880)split btueen ECIC and Enclfle and Non-PFR Compliant bsed on be percenbge allocdon indided inthe prcvided True_Up AnalFis [4] lncludes 1.19 acresforhnsitcoddoE l.5o er6foriresbtonand 1 50 acrcsforpolice#on Key
C&T-Credit and TrcnS€r
c-6
P@byEE Un@3

Page 321 ends

08/22/2023 Item No.15.

Ta& C{
sPF cdilR€hbusared Trackiq
E&le Eilfrk tEaqb cffierci.l, E.sb ffice)
Eagle Edlb
Compliail compliad Tdd comPllanl Compbn! Tdd CmPli.nl CffiPhnl Tdd kip-mcdhationffi PFR Non-PFR- PFR Non-PFR' $214.m S $214,300 E.slfElaw
$219,658 S 3219,658 E4ldb&ve
=f-i-{if
GHme(EncheBuibed
FPA sPlF Fe Reimbuffid tureded (2017 Pdotity)
FY 2022-423 Adidmd 14
FY 2021&24 Adjusheil l2l

2.$%
ECpEmhw shd cd. tor Pb$ 2A &ckbom l3I
R€hturse. cmv. To Public knG FeCdis
Non-PFR Compliad Reimbue. Conv. To hlBdrud€ Fee C€dts
PFR bdhnt Reimbur*. C6v. To lnHrduE Fee Cdb
sms([email protected]) S0 (51,37'324)
s {s1.s.s) 6r.s,ffi)($1,@1.017) S {51,021,017)
lv2.ao\ $o 62,420)
$1.37.324 & $1 S7,?4
s4.s s w,s
s237.@ S1,1C.S 13,54,274
91€,S S.7$ $1$,ffi
($4.7s1 .@) ($€25,1 6) (5s,s76,1 S)
$ (9S.115) (5ffi,115)
EagldErclaG
KB Home (Enclrye Buibo
EagldEncbw
UC Dilis ParelS
Ea(le Sho6 P2, sl, s2, P3
wn21
642
E.gb
E.gle
r1a0/20
o7rc1n1
f]p@21
u14,O
u14,ru
ss
&
s0
t0
$825,28
s5,275
sz,@1
$24,m s
$5,358
$0 07t1al1a
07tolt19$214,S0 $5,$8
FPA SPIF FE Reimbwffinl Agre€ftd {2019 Pri@ity}
cP€ffit R€leilion lor Punch-Li#amnty
ced No. I b C&TFe Rembuemtrlsc Cdts
cd No. 1 to caTF€ RdmbuHnenlsG cEdfrs
Ced No 1 b c&TEe RsmtulsFeds as C€d{s
Retue +Percenl of R€hind CS
FY 2020-421 Adi6lmed l2l
FY 2@1-Nn Niu*ned 14
Ced No. 2to Coved & ASt Fe Reimb. 6 Fee Crcdfrs lllq No.3toConven& Appt Fee Reimb.6 FeeCrdts lll $3,292,1€ 51,S,ffit3,p,1€ $1,S,ffi
$1.9.819 $1.S5.66
s1,9,819 S
$re,@
w1,s2
$2,1S,76
$2,253,674
9,9,74v,w,74s,m,44
$1,8q,819
t673,@
w1,@
s2,1$,76
s,F,14s,ru,s
55,S2,251
$s,r 15
$,p,1€
s1,9,819
$1,g,Er9
src,e2
s&1,s2
$2,1$,76
u,5,674
$1 S,ffi
sr,ss,ffi
ss
$0
$0
$0
01twN
01/@p
o!2!20
a3t23tm
@la@(M
o7rclm
11tU21
07to1t2
o7n1tn
Augu$ 2@3
61612
s4,67,7{
$,&,4U
$1,lg,tl9
3873,802
1801,382
s2,198,706
t2.253.674
55,794,S
t5,9U,251
ss
225%

5.9%

8.fl%
Ausu{ 2mSP|F Adi6tmed
s $15,922,750
s $15,%,7$
s $16,@,a70
s0 $18,&,@
w
s
07101121
FPA SPIF Prqnm Publb kds Fe tuhbuffied Asrs€d (2017 Bbtfrv) ry1 Valudbn updab Iq
cedifde No. 1 to cnved ad Apply Fee Rdmb. a Fee crdb [11 Eftlawhgb tutu Php stdim sile {0.s &.) [51
Bed on W,@ Fracrc
PFR Cwplhnt Reimbue. CoN. To lnfrdrudure FeCr€dis
s192,sfl
$183,tr
$163,54
s19,$7
s1s,ru
51S,S
s0
s
($163,54)
s1s.ffi $ 3183,5{
@
tru$Up Apprcvd by crty setembr 2020

3.25%
CenNo.2toconvd&ApplyFeRdmb.sFeCrdfrs[1] $4,re1,0$ $1,231,221 Non'PFRCompliafrReimbuE.csv +TmnsErTolnrEstrudureFeC S $S,115

5.v%
a.a7%
Aug6l2@ SPIF Adidmed
$15.U.7$
sl5,%,7S
!6,e4,870
$18,25,€2
Non-PFR Cofrpkd RdmbuE.

Non"PFR hphnl Reimbuie.
s7.rc.o71
57,S,071
s7,6,071
$7,m,o71
t,689,719
sE,371,re7
58,1 11,36
$E,111,3€
$7,S,071
s7,s,511
$,@,s
s,1s,24
50 $14,274)
($12,S)
w,s
s74,re
s
E4le $oF Z, 51, 52, P3
Eagle
EaEle
E{le
07nlm
o7to1t23
Augusl 2@
s
$o
s0
$0
s6is.n
v,751 ,@ 51 ,231 ,21
m w.115 ts6,tt5
@
$192,s87 s sr92,587
$15,922,750
$r6,&4,870
$18.25.@ S S18.S.@
@@
$7,m,071 SS,Z5 l8,ttt,S
t,286,071 W,@1 37,963,071
t7,2S,071 S4,&1 S7,950,511
$7.6S.719 $701.5r S,S,S
s.371.797 $76.61 S.1$.2€
@
E4le
Eaqle ShoF P, S1, 52, P3
$0
$ffi2.120
$1.S.9s
$o
sss
$0
(s18274\
612.S0)
s,810
w.41s
$0
$82,124
11,@,@
s E4le
Eigle
Eagb
Easle
t15,922,750
t16.804,870
s
$0
FPA sPlF lnfrad.dm Fe. Reimbrsmfr la.emed
cdifi€te No. 1 to Conwn and Apply Fe Reinb. as Fe Credb Cenifi€le No. 1 lo CoNen €nd Ast F€ Reimb. as Fe C€dils FY 202-&23 &iosheil I2l
ry 2032024 &iuslment I2l
conv. + Transls To Pubh bnds Fee c
w,41
$701,51
t63,61
$€3,ffi
sw.ore
t1l
l2l
t3j
t4l
tsl
Iq
Reft6 Ercbvds $a€ ot FY &19-F19 tddl6sls ($41,S,56) splil t)elxvg TNHC Rt$ll Ranch LLC and Encbe Rek Enclave's share d ry 2019-204 tdal€ds ($10,€6,@) splil tun Eclc and Erchve.

Bd m a city-@ntmd TrusUp analysb ddued in s€dm&r &20.

EndddE4e BodtrPump S6ion sie intulrdmbur*m4l is bd ona Ftsereval@d918,6t C&T - Crdt and TErebr
c-7

Page 322 ends

08/22/2023 Item No.15.

Tabb CS
City ol Folsom
sPlF CrdigtuimbuFement Tracking
Gragg knch REowry Acquisition
crag Rarch
@fuffi ITR PFR NON.PFR- PFR NON.PFR-
Ag@ment Deription Compliant Compliant Tdd Compliant Compliant Tdd Compliant Compliant Total ReipienUD6tination $10,999,824 $0 310,9S,624
$9,729,89 $0 99,7F,e
$9,640,374 $0 t9,60,3?4
$8,821,934 $0 $8,821,934
s8,7S,374 $0 $8,re6,374
$s,78,8m $0 3s,78,86
$5,693,606 S0 55,693,ffi
$3,156,094 $0 $3,1S,M
$3.075.154 $0 $3,075,1s
ED
TEns-fon
Dde
0d2519
07111119
07tl1119
07t11t19
07t11t19
0924119
ow4t19
2019 Q4
2019 Q4
2019 04
$0
(s1,269,990)
($89,460)
($818,440)
(s2s,$0)
FPASPIF Fe Reimbur*ment Agrement
Cen No. 1 to Conved& Appiy Fe Reimb. as Fee Ctedb
Ced No. 1 to Conved & Amly F@ Reimb. as Fee Credb
' Ced No. 19 b Conven & Apply Fee Reimb. as Fee Credib
Ced No. 1B to Conved & Apply Fee Reimb. as Fee Credts
Ced No. 2 to Conven & Apply Fee Reimb. as Fee Credib
Ced No. 2to Convefr E Apply Fee Reimb. as Fee Credib
Ced No. 3b Conved& Apdy Fe Reimb. as Fee Creft
Ced No 3to Conved & Apply Fe Reimb. as Fee CrediE
ced No. 4 to Conved & Apply Fee Reimb. as Fee credits [11 WRSP B*kbne lmprowmenb
SPIF Fee Reimb. Coweted/Applied to Infiastuctule F€ Crdits SPIF Fe Reimb. CoNeied/Appliedto Public Lands Fee Ctedtu SPIF Fee Reimb. Conveded/Appliedto ldrastrudure Fee Crdib sPlF Fee Reimb. convededAppliedto Puuic bnds Fee crcdib sPlF Fee Reimb. convededApplied to lnf€studure Fe Credh SPIF Fee Reimb. convededAplied to Public Lands Fee credib SPIF Fee Reimb. ConvededApplied to lnfEstucture Fe Oedits SPIF Fe Reimb. Coileded/Appliedto Public Lands Fee Creft sPlF Fe Reimb. convetud/Appliedto ldrasvudure Fee crdi€ s0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
s0
$0
$0
$e9,60)
($818,440)
($25,560)
(s3,017,568)
($85,T0)
($2,537 ,512)
(080,940)
($3,075,154)
$s,78,806
$5,693,606
$3,156,094
$3,075,154
$10,999,824
$10,999,824
$9,729,89
$9,640,374
$8,821,934
$8,796,374
s10,999,824
$9,729,89
$9,640,374
s8,821,934
$8,796,374
$5,78,8S
95,693,66
$3,156,094
$3,075,154
cr{g tunch RsEry A.quisition LLC
mSP VillaF 1
WRSP villa$ 1
wRsP Village 1B
WRSP Village 18
WRSPMllageS&9
WRSPVillage8&9
WRSPVillage2&3
WRSPVillage2&3
WRSP Villages 4, 5, 6, 7
$0 $10,999,824 $0 $0
$0 (s1,m9,990)
($3,017,$8)
(s8s,200)
l$2,s37 ,512)
FPASPIF Public Feilig bnd Hi€fion Reimb. Agremst
Ce( No. 1 to Coweil &Apply Fee Reimb. as Fee Credits
zone 3 wahr Tank site {cair Trust) (3.0 k€s)
PuHic Lands Fee Rdmb. ConvededApplied to lnfiadructur€ Fee Credib (s80,s0)
($3,075,154)
sl 48 400 s0 $1.48.4m $0 $o s0 $1,448,4m $0 l1'4'@
ii:ilam i6 sr,se.qoo ($1,448,400) $0 ($1,4s,400) III!-U Gr49 tunch Rswry &quisition LLC
WRSP Villas 1
092fl19
07t11t19
FPA SPIF Parkland Dedi€tion Cdit AgMent
cefr. No. 1 to Transfer Parkland Dedcation Acreage Credits Cet No. 1B to TErefer Parkland Dedicalion Aceage Credib Ce{ No.2to TranSer Parkland Dedicaton AcreaEe Credb
Ced. No. 3to TEn$er Parkland Ded€ton Acreage Credb
Ced. No. 4to Tmnsfer Parkland Dedicaton Acrcage Crcdb [2] WRSP Lot 11 (5.S Acrs)
TEnsfer Parkland Dedicdion to Credib
Trcder Parkland Ddidion to credib
Transler Parkland Ddi€tion to Credh
Transfer Pa*land Dedicdion to Oedre
Transfer Parkland Dedicdon to credits

5.50 4.14

3.73 2.47

1.29 (1.36)
(0.41)
(1.26)
(1.1 8)
(1.29)
Gr€g knch Rsvery Acquisiton LLC
WRSP Vllage 1
ffiSP Village 1B
WRSPVillagesS&9
mSPVillar2A3
WRSP Villages 4, 5, 6, 7
0d2s19
07t11t19
07t11119
09n4t19
2019 04
2019 Q4

5.50 4.14

3.73 2.47

1.29 (1.s)
(0.41)
(1 6)
111

3.73 2.17

1.29 0.00 1.29
@
{1.1 8)
(1.2e)

4.14 3.73
247

0.00 0.00

0.00 Sour@i City of Fdem; EPS.

Kry:

Reimb. - Rdmburement
See the enclosd SPIF €lculation packdfor Mllages 4 to 7 for detajls. {21 mSR dhaus N Frkand dedcaion adeage dh the Final Map for Villag6 4 to 7. Therdo€, WRSR illl need to Fy tor the dedication of 0 68 pa*land acr6 P@dbyEPS WoB
c-8

Page 323 ends

08/22/2023 Item No.15.

Table C-7
City of Folsom
SPIF CrediUReimbursement Tracking
City of Folsom
Agr€ement
FPA SPIF Fee Reimbursement Agreement (2017 Priority) Ill City Cash Reimbursement
FY 2021-2022 Adjustment [21
FY 2022-2023 Adjustment [2]
FY 2023-2024 Adiustmeni [2]
Description
Water Treatment Plant & Other Water lmprovements
SPIF lnfrastructure Fee Cash Reimbursement

3.25o/o

5.54o/o

8.87o/o
Transactions
Beginning Transaclion End
Balance Amount Balance RecipienUDestination
City of Folsom
Transaction
Date
$ l ,860,973
$1,860,973
$1,834,039
$'t,893,O45
$1,998,553
$0 $1,860,973
($26,934) $1,834,03s
$59,606 $1,893,6/t5
$104,908 $1,998,553
$177.272 $2,175,825
City of Folsom
City of Folsom
City of Folsom
City of Folsom
City of Folsom
July 2020
Oclober 2020
07to1t21
oTto'1t22
07to\n3
cily reimburements
Source: City of Folsom; EPS.

Reimbursement to be reimbursed by FPASP developers and builders through the SPIF Fee Program.

Cost lndex. See Table C-1 7 for details.
c-9

Page 324 ends

08/22/2023 Item No.15.

Trble C4
Clty ot Folsom
sPlF crdlURelmbursement Trecklng
Fd$m R€l Esbb sous, LLC (FRES)
Taansdons
Bedinnmd &lance T€n$don Amount End Balance
PFR Non-PFR" PFR Non-PFR- PFR Non-PFR-
EsbE SouS
Agrement D6cilpffon
Mangini tunch Phase 2, Lot 13 communltyParl East
Transer Parkand Ddicdonto cr€dib
Compliant Compliant Tobl Compliant Compliant Tobl Compliant Compliant Tdal RdplenUDestindo TEnsacsd
Dab
007

0.00 {0.07) (0.07)
FRES
MPA Apadmenb (152 MU Unib)
w1n1
03/0923
$260,57
$251.320 $0 $251,320
r*fivt-riftltllttsl
FRES
MPA Apahsb (152 MU UniE)
1ZO9t22
03/09/23
FPA SPIF ParHand Ddiedon CtdltAgrement
Cd. No. 17 to TEnder Paftand Dedicdon Acreaqe Credh
FPASPIF Prqram kulc bnds Fe ReimbursementAgrement(2021 Priontv) 2021 Valuation Updde [1]
2022 Valudon Updde[1]
2023 Valudion Upddelll
Translt billdor Ddl€Uon {0.61 Aci6)
Based on $399,000 ps *re
Basd on 9412,000 per acre
Basd on 5426,S7 per acre
$0 $255,387
$0 $243,390
so 9251,320
$0 $260,267
$255,387
$243,390
FRES
FRES
FRES
FRES
o3t12t21
07to1n1
07tolD
07tol123

0.07 s255,387 $0
s0
$0
$0
$0 s0
$0 $0
$0 s0
50 $0
s255,387
$2€,390
$0
$0s243,390
$251,320
FPASPIF Parxland Hiefion crdllAgEment
Ced. No. I to Trcnder ParHand Dedicaton Acrease Crdits
Mangini knch Ph.se 3, Lot 10 Neighbrhd Part
Trander Parkland Dedicdon to CrdiF
Ases

11.06 - 11.06 (1.40) - 0.40) trml-!il
Source: city dFolsomi EPS.

Key:

C&T - Credit and Trander
WWEPS @043
c-10

Page 325 ends

08/22/2023 Item No.15.

Table c€
Cit of Fol$m
SPIF CrediUReimbursement Tracking
Lennar Homes ot California, lnc.

Compliant Compliant Total
$686,299
Compliant Compliant Toial Compliant Compliant Tdal
Lennar Homs
R*ipienUDestimtion TEnsetion Date
Agrement
FPASPIF Fe ReimbursementAgrement(2017 Priority)
Assignment and ftsumption Agreement i1l
ry 2021-2022 Adjustment i2l
Ced No. 6 to Convert & Apply Fee Reinb. as Fee Credits l3l FPA sPlF Fe Reimblrsement Agrement (2017 Priority)
ftsignment and Asumption Agreement [1]
FY 2021-2022 kjudment [2]
Ced No. 5 to conved & Apply Fee Reimb. as Fee crdib (31 Ced No. 5 lo Conved & Apply Fee Reimb. as Fee crdits [3] [4] Cert No. 6 to convefr & Apply Fee Reimb. as Fee credits [3] Cert No. 6 to Conved & Apply Fee Reimb. as Fee credib [3] FY 2022-2023 Adtustment [2]
Cert No. 7 to Convert & Apply Fee Reimb. as Fee Credts l3l Ced No. 7 to Convert & Apply Fee Reimb. as Fee Credits
Cert No. 7 to Convert & Apply Fee Reimb. as Fee Credits ced No. 7to convert & Apply Fee Reimb. as Fee credib
FY 2023-2024 Adjustment [2]
Description
MlcfrNHC Shard Ph.l Backbone Feiliti6
asignment of Reimbureemenb frcm The New Home Company

3.25%
SPIF Fee Reimb. Conveded/Applied to lnfEstrudure Fee Credits MIC/TNHC Shard Ph. 'l Backbone Facilities [2]
Assignment of ReinbuGements from The NewHome Company
3 250
Reimbu6ements conveded to Selkide Fee Crdib
Reimbu6ements Converted to set-hide Fee Crdils
TNHC Russll Ranch Ph. 1 Backbone Faciliti6 [4]
hsignment of ReimbuFements from The NewHome company

3.25%
SPIF Fee Reimb. Converted/Applied to lnfrasirudure Fee Credils SPIF Fee Reimb. Conveded/Applied to Public Lands Fee Credils SPIF Fee Reimb. Conveded/Applied to lnf€strudure Fee Credb SPIF Fee Reimb. Convertd/Applied to Public Lands Fee Credits

5.54%
SPIF Fee Reimb. Converted/Applied io lnfEstructure Fee Cledits sPlF Fee Reimb. Conveded/Applied to Public Lands Fee Credits SPIF Fee Reimb. Conveded/Applied to lnfastructure Fee Credib SPIF Fee Reimb. Convertd/Applid to Public Lands Fee credts a a7%
$686.299
$686,299
$708,604
$0
$22,305
(s708,604)
$0
$2,305
($708,604)
$0
$1,172,659
($4,103,213)
($119,700)
($4,136,495)
($ss,750)
$1,sgs,60
($7,942,40)
($197,760)
{$2,405,655)
($57,680)
$1,7s5,106
$686,299 $0 $686.re9
336,081,804
$37,254,463
$33,151,250
$33,031,550
$28,89s,055
$28,795,305
$30,3S,565
$22,44A,O85
$22,250,325
$19,844,670
s19.786.990 $0 $19,786,990
Iz@il@
$0
$0
$0
s686,299
$708,604
$0
$0
$0
$708.604 $0 $708.604
IililU
Lennar Homes 1Z1g2O
LennarHom6 O7lO1l21
RR Ph. 3 V3A (45 SF/87 SFHo) 09/23121
CFD No. 18 and FPA sPlF Acquisition & Shortfall Agreement Asignment and Assumption Agreement [1]
FY 2021-2022 ldjuslment I2l
ced. No. I to conved & Apply selkide Fee Reimbu6ements as Crdit Ced. No. 10 to conved & Apply selAside Fee Reimbursements as crd $501,096
$501,096
t517,382
$169,094
l0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
s501,096 $0
$50'1,0s $16,2S
$s17,382 {$s8,288)
$169 094 ($169,094)
$36,081,804 $0
$36,081,804 $1,12,659
$37,2v,463 {$4,103,213)
$33,151.250 ($119,700)
$33,031,550 ($4,136,495)
$28,895,055 ($99,750)
$28,795,305 $1,s95,260
$30,390,565 ($7,342,480)
$22,44A,08s ($197,760)
$22,250,325 ($2,405,65s)
$19,844,670 ($57,680)
$19,786,990 $1,755,106
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$0
$o
$0
$0
$0
$0
$1 6,286
($348,288)
($169,0s4)
s169.094 $0 $169,094
Iilru
$50 1,096
$517,382
$0
$0
$s1,m6
s517,342
Lennar Homes
Lennar Homes
Lennar Hom6 of Calibrnia, lnc.

Lennar Homes of California, lnc.
12t18/20
07toll21
0923t21
12,18t20
07t01t21
09t23t21
0912s21
10nffi1
1025nl
07to1t22
07ha22
07/19,22
07/19/22
07/19/22
07/01/23
t3l
I3j
t3l
$36,081,804
$36,081,804
$37,254,463
$33,151,250
$33,031,ss0
$28,895,05s
$28,795 305
$30,390,565
$22.448,045
$22,250,325
$19,84,570
$ 19,7S,990
so $36,081,804
$0 $37,29,463
$0 $33,151,250
$0 $33,03'1,550
$0 $28,895,oss
$0 $28,795,305
$0 $30,390,s65
$0 $22,448,08s
$0 $22,250,325
$0 $19,844,670
Lennar Hom6
Lennar Homes
RR Ph. 3 V3A (45 SF/87 SFHD)
RR Ph. 3 V3A (45 SF/87 SFHD)
RR Ph. 3 V3B (55 SF/55SFHD)
RR Ph. 3 V3B (55 SF/55SFHD)
Lennar Homes
RR Ph 2 v 1,2,+4 (208 SFHD)
RR ph 2 V 1,2,+4 (208 SFHD)
RRPh2V3(63SFHD)
RRPh2V3(63SFHD)
Lennar Homes
Source: City of Folsom; EPS.
- FPA SPIF Reimbu6enent Agreement - MlcffNHC Shared Phase 1 Backbone Facilities. - CFD No. 18 and FPA SPIF Acquisition & Shoftfall Agreement - Mlc/TNHC Shared Phase 1 Backbone Facilities - FPA SPIF Fee Reimbursement Agreemeil - TNHC Russell Ranch Phase 1 Backbone Facilitis i: j Cetincate numms are ne* coreecutive numbere fotlowing the numFc tor prior cefrificds associated Mh these agreements by The New Home Company for Russell Ranch Phase 1 Key:
c&T - credit and Transfer
tuN6d by eS W023
c-11

Page 326 ends

08/22/2023 Item No.15.

Table C-i0
Cily d Folsom
SPIF Crdi?Reimburshent Treking
Ardian lmprovement &mpany, LLc
Compliant Compliant Tdal Compliant Compliant
Ardien lmprovemenlCo.

Tdal Reipient Destination
Transdon
D#Agremed
FPA sPlF Program Public Lands Fe ReimbursementAgr*ment(2021 Priority) 2021 Valuation Update [1]
cediti@te No.1 to'convert and Apply Public Land Reimbu€emenb as Fee crdits Cedif€te No.2to Convei and Apply Public Land Reimbursements as Fee credib TransitCoridor Dedi€tion (l,34Acres)
Based on $399,000 per acre
Description Compliant Compliant Totel
$561,014
$534,660
$534,660
$430,920
$0 $561,0'14
$0 $534,660
$0 $534,660
$0 $430,920
$6,415,623
$6,415,623
$3,6n,423
$2,5U,761
61,596,391
$631,301
$631,301
$631,301
$631,301
$631,301
$7,0€,924
$7,045,924
$4,304,724
$3,1S,062
$2,227,692
$0
$0
$0
$0
$0
$o
($103,740)
($430,920) ($430,920)
$430.90 $0 3ifi]o,920
@
$561,014
$534,660
356t,014
$534,660
Aaedian lmprovemdt Co.

Arcadian lmprwement Co.

AIC l4angini Ph. 1C Village
AIC Mangini Ph. 1C Village
1,2
4 $0
s0
$0
$0
03t12t21
07t01t21
03n2h
og17t2
($103,740)
For public land and intudrudure fees
FPA SP|F program lrfrastutrrc FE Reimbursement Agrement {m21 Priority) Mangini Ranch Phe 1c B&khe Certiicate No. 1 to Conved and Apply lntrasfudure Fee Reimbu6ements as Fee c.edits Certifcate No. 2 to Convert and Apply lnfEstructure Fee Reimbu6emenb as Fee Credits cedificate No. 3 to convert and Apply lnf€studure Fee ReimbuFements as Fee Credits Cedificate No. 4 to Convert and Apply lnfrastructure Fee Reimbu6emenb as Fee Credits $6,415,623
$3,677,43
$2,554,761
$631,301
$631,S1
$631,301
t7,046,924
t4,3G,724
t3,186,m2
Aredian lmptovement Co.

AIC Mangini Ph. 1C Mllage 1
AIC Mangini Ph. lCVjllage2
AIC lvangini Ph. 1C Village 3
AIC Mangini Ph. 1C Village 4
03mJ22
06nn2
6t03t2.
06n3m
05t10t22
s0 s0 $0
($2,738,200) $0 ($2,738,10)
l$1J22@2) $0 ($1,122,662)
($9s8,370) $0 ($958,370)
($1,596,391) ($631,301) ($2,227,692)
$1
Source: City of Folsom; EPS.

Key:

C&T - Crdit and Transfer
tupeDd by ffi W023
c-12
ztlJi'@sdi iffi1 a|t tubn sF t@btuv@estr tuftoe't tud@1tun eF M

Page 327 ends

08/22/2023 Item No.15.

Table c-l1
Cily d Folsom
SPIF c.dil./Reimbur*menl Tracking
cMB lmprwementCompeny, LLC
CMB lmprdehentco.

PFR Non-PFR- PFR NON-PFR- PFR NON-PFR- Trans&tid
DabAgrefrent
FPA SPIF Program Public Lands Fe ReimbursementAgrement (2021 Priotity) 2021 Valuation Update [1]
Cert. No. 1 to Convert & Apply Fee Reimb. as Fee Credits Cert. No. 1 to Conveft & Apply Fee Reimb. as Fee Credits FPA SPIF Program infraslructure Fe ReimburssentAgrement (2022 Pridiiy) ced No 3to Convefr & TEnsfer Fee Reimb. as Fee Credits
D6cription compliant Conpliant Total Compliant Compliant Total Compliant Compliant Total R*i piengDesti.ation Transit Corridor Dedi€ton (0.3i} Acres) $138,160
Based on $399,000 per acre $131,670
Public Lands Fee Reimb. Converted/Applied to ln $131,670 Public Lands Fee Reimb. Conveded/Applied to ln $51,870
$0 $138,160
$0 $131,670
$0 $13'1,670
$0 $51,870
$0
$o
($79,800)
($51,870)
$0 $138,160 $0 s1$,160
$0 $131.670 $0 $131,670
($79,800) $51,870 $0 $51,870
-r
$0 $3,752,466$4,627,328 t8,3re,794
-r
CMB lmprovement Co.

CIVIB lmprryement co.

MR PH 2 Village 1
MR PH 2 Village 2
03t12121
07to1t21
10t21t21
10D1n1
10121!21
03togt23
$0 $2,124,624
$0 $5%,760
$2,124,624
$594,760
CMB - Mangini Ranch Phase 1l o9t15t22
03t09t23
03t09t23
$0
$0
$0
$0
Mangini Ranch Phas 2 Villages 1 & 2
Convertto lnfEstucture Fee Credits
$3,752,466 $4,627,328 $8,379,794
$104,215 $400,713 $504,928
$0 $0
($104,21s) ($400,713)
FPA SPIF Program lnfrasbucture Fe Reimbu.*mentAgrement {2022 Priority) ced. No. 1 to Convert & Transfer Fee Reimb. 6 Fee Crdh
Cert. No. I to Convei & Transfer Fee Reimb. as Fee Crcdits FY 2023-2024 Adjustment [2]
Mangini Ranch Pha* lE
Convert to lnfiastudure Fee Credfrs
Convert to Public Lands Fee Credits

8.87%
$o $2124.&4 52,124,624
$o $2.124,e4 $2,124,44
$0 $594.760 $594,760
$0 $500,000 $500,000
s0 t0
$0 ($1,s29,s4)
$0 ($94,760)
$0 s44,350
$0
($1,s29,e)
{$94,760)
$44,350
$0 $500,000 $500,000
-ilEC@Source: City of Folsom; EPS.

Key:

C&T - Crcdil and TEnsfer
tuqdbyEPs W23
c-13

Page 328 ends

08/22/2023 Item No.15.
*F Cdm.hb!ffi| Tmn.{
--------ry"@
-
----------lr!E@!4
---ELffi Gf sR MEm. ffi N@FR-
hdrrd tudiad Tdar tudlsd omy'bd T&l hNd tudbil T&r
FA4lFf4mpobbbd.F-uhbu.M&EDntldptury MsrskbnddhbnlilrF5t $v.m s w,m $ I $ $qm o g@ hl.dHIeL!{ 9!g?1 -zbrdDnu*tll &.d@s12,mFr*rc $bji s $alru s $ s szjm fi n218 FdftnkohELLC o7n1E ilx?4udv.Mon&tr. [email protected],e,6 frA;;; ;; ;A6t ai aa $ @iilElGil Fd'mHdqb!f,c vn1n3 9urc6 CiSofFdem,Ere
t1t &dDd&dnhspF qdEM, tbMdsdFbHtsbmthprkdodsiotadf@@plM6hilbaq6bdb*[email protected]@tuF tuTadeclatuhdbldlond.B c-L4

Page 329 ends

08/22/2023 Item No.15.

Table C-1 3
City of Fol$m Toll Brcs,
TEnec{ions
- --FFR NoTFFR- PFR Non-PFR- PFR Non-PFR-
Compliant CompEant Total Compliant Compliant Total Compliant Comp[ant Total RecipienuDestination TEnsction
Ilab
SPIF
Toll Brcs.

Aglcment
FPA SPIF PregBm lnlEstructurc Fe ReimbuFemefrAgreement
Ce.t. No. 1 to CoNert & Apply Fee Reimb. as Fee Credits Ced. No. 1 to CoNert & Apply Fee Reimb. as Fee Cred(s
Ced. No.2to Convert & AppV Fee Reimb.6 Fee credits
Cert. No.2to Convert &Apply Fee Reimb. as Fee Credib
Cert. No. 3 to convert &Apply Fee Reimb. as Fee credits Cert. No. 3 to Convert & Apdy Fee Reimb. as Fee Credib
FY2022-208 Adn$lmernl4
cetr No 4 to c&T Fee Reimb. As Fee Credits
cert. No. 5 to CoNert & Apply Fee Reimb. As Fee Credib
Cert. No. 5 to CoNert & Apply Fee Reimb. As Fe Credits
Cert. No. 6 to CoNert & Apply Fee Reimb. As Fe Credib
Cert. No.6to Coilert & Appli Fee Reimb. As Fee CreditE
FY 2@+2024 Adjustrent [4
Construclion Tru+Up
De$.iption
ReimbuFemenb Converted to inLastructure Fe Credils
ReimbuEements CoNerted to Public Lands Credis
ReimbuEemenb Converted to lnfrGtrucfure Fe Credits
ReimbuFements Converted to Publc Lands Credis
ReimbuFemenb Converted to lnfastructure Fee Credits
ReimbuFemenb Converted to Public Lands Credis

5.9%
ReimbuFemenls Converted to lnfiastructure Fee Credits
ReimbuFemenb Converted to Infrastructure Fee Credits
ReimbuFements CoNerted to Public Lands Credits
ReimbuFemenb converted to lnfrGtaucfure Fee credits
Reimbu€ehents Converted to Publc Lands Credits
a.a7%
August 2q23 SPIF Adjustment
$7,805,700
$7,805,700
$7,805,700
$7,805,700
$7,805,700
$7,805,700
$7,805,700
$7,E05,700
$8,238,136
$8,238,136
$4,26-2,756
$4,135,036
$316,536
w1,776
$241,448
$16,832,948
$16,&i2,948
$10,2.,592
$10,047,032
$6,821,0t1
6,745,244
$'t,657,23E
$1,533,548
$1,61E,507
$1,179,595
($o)
($o)
($o)
($o)
($0)
$24,638,648
$24.638,648
$1 8,028,292
$17,852,732
$14,625,754
$14,550,944
$9,462,938
$9,339,24E
$9,856,413
$9,417,731
v,26i2.,756
$4,135,036
$316,536
$21,776
v41,447
$o
($6,61 0,3s6)
$16,832,944
$10,2,5s2
$10,047,032
$6,821,054
6,745,244
$1,657,238
s1,533,548
$1,618,507
$r,179,595
324638'6.18
s't 8,028,292
t17,A52,732
91 4,626,75,1
$1i1,550,944
$9,462,938
$9,339,248
39,8s6,643
99,417,731
9,262,756
34,135,036
$3'l 6,536
08nq21
07t26121
07 n6n1
Bn1n2
03t01t2.
osn2m
05t12m
07n1m
07t26t22
TBD
TBD
TBD
TBD
07n1/23
August 2m3
$0
$0
$0
$o
$0
($3,225,97E)
($75,81 0) ($7s,E10)
$0 65,086,006)
$0 ($123,690)
($5,088,006)
($123,690)
$517,395
Folsom Randr Phase 1 B and 1C
Folsom Ranch Phase 1 B and 1C
Folsom Ranch Ph lD
Folsom Ranch Ph 1D
Folsom Ranch Ph 'lE
Folsom Ranch Ph 'lE
Toll
TCS Phase 3 vl
Folsom Ranch Ph 3A
($6,610,3s6)
($1 7s,s6o)
$7,805,700
$7,805,700
$7,80s,700
$7,E05,700
$7,805,700
$7,805,700
$7,805,700
$8,238,r36
$8,238,136
$4,262,7s6
$4,'135,036
$316.536
v21,776 ($o) 1221,77G
$241.44A ($0) $211 .447
@
Folsom Ranch Ph 1F
Folsom Ranch Ph 1 F
Toll
Toll
$432.436
$o
($3.975,380)
(s127,720'
($3,81 8,500)
($94,760)
$r9,672
$0
$84,959
($1 7s,560)
($3,225,978)
($438,912)
($s,1s,97s)
($127,72O)
($3,818,500)
($34,760)
$1 9,672
$0
($438,914
($1,179,5ss)
$0
$o
$o
$o
$0
($0)
($o)
($0)
sourcer Oty of Folsom; EPs.

Keyr
C&T - Credit and T€nsfer
tuNd by EPS: WO23
c-15
z:sh.dtPEi;6sAc\14w\1420n Fohon 9lF tndmaMnvod*$PlF RMmedTn*iryM4an sPF RdffiM& fd*hg nt 6.16.23

Page 330 ends

08/22/2023 Item No.15.

Table C-14
City of Folsom
SPIF CredigReimbu6dent TEcldng
Tdn Cenbr South, LLC
D6cripfon
as Fee Credib Non-PFR Comdiant Reimburse. Conv. To hfEst Compliant Complaant Total Compliant Compliant Tdd Compliant Compliant Tdal Tdn Cenba $uth lmpmmentCo.

R6ipiengDsfination
oc1az
07tzt2
TCS lmproEment Co. - MR Ph ilVl O727n2
Transdions
PFR Non-PFR- PFR Non-PFR- PFR Non-PFR-
AOiement
Cedfi€te No.1 to CoNefr and Apdy
12022 s0 $2,654,679 $2,654,679
$0 $2,654,679 02,654,679
$0 $0 $0
$0 ($2,6s,fl9) {$2,654,679)
S0 $2,654,679 3a6546ru Tcslmpbrementco.
@ Tcslhproremfrtco.-MRPh3Av1
30 $438,912
$0 (943€,912)
$438,912 $0 $€8,912 !S,912
($438,e12)m
Transturftom Toll - FPASPIF Pqram lnftashudure F* Reimbur*ment Agrement Cefr. No 4 to C&T Fee Reimb. & Fee Creft Reimbursemenb Transtetred to TCS Ceft. No.4 to C&T Fee Reimb. As Fee Credts Reimbursemenb Convededto Fee C€dib $0
$0
Sour@: City of Folemi EPS.

Key:

C&T - Credit and Transfer
$438,912 5438,912
P@W&swo23 Zwffiiffidl1Mt12osM
c-16
T@\112oh 9F RtuM fdE al 05.16.23

Page 331 ends

08/22/2023 Item No.15.

Table C-l5
cityof Fol6M
SPIF Cdffi mburcrent Trrcking
W6t Prai.ie Edrte6, LLc
Wd Praide Estet6 Co.

Tobl kipid/D€tin.tid
TEnasdion
D#
Wd Pmide E*etes, LLC 12A3tZ2
Agerent Itescripfon compliant Compliant Total compliant Compliant Total Compliant Compliart FPASPIF Prcgr.m Publb Ls& Fe RdmbuBeftntAgErent (in2l Priodg) FY 23-24 Land Valuation Adjustmeil
Sanfrery Wer Lifr Slation (ora *6)
Based on $426,667 per acE
$98,880 $0
$102,400 $0 $0
$98,8m $0
$0
$0
$0
$0
$0
c-77

Page 332 ends

08/22/2023 Item No.15.

Trble c-16
CitydFdgn
$f@ffiEmdrff4
E[dtffi,lE
&88
AqN 4A SPIF AdJffied
Cohplbd Compliafr Tobl
Hmh6
bpiGffidi0 meComdbrt tumdbd Tobl Com!4iad 6mphd
s7,317
pAsFF Pqmldl!fudureF*tuitulMAgmd(202Mt)
rymD4Adlffiedla
Cod@n Tre-UP.
31,@7,16
tl,r9,@
$o
$o
16 $o
I
s7,317
I
Enid, h
Hr@|rc,
Elffi,lE.
tltlM
frnlB
AWdMs
$re: Civof FoMm; EPS.

I1l Asdp#tsdhthSptFOrdiE@adfreSplFRehbFmedAgemedslhrcilb@meilbbneshllbadi#.lMlt@[email protected]{sRsdConEdhncdldd $eTabhG17lor&bils KtrdT - dil ad TEEbr
c-18

Page 333 ends

08/22/2023 Item No.15.

Table Cls
Clty d Fd$m
sPlF CdlgRelmtursment Treklng
EaglNhops OMer LLC
Eagle-shoF Mer co.

TEndo
RslplenuDgtinaf on
Tnnsacdons
FFR Non-PFR- PFR NoN-PFR. PFR NON-PFR-
Ag@nent &$dptlon Compliant Compliant Tohl Compliant compliant Tobl Compliant Compliant FPASPIF lnftastruduE Fe Rdmbu6ementAg@menl (Eagl€ Parcd 85A) Manginl tund Phase 3 &clbne Cdificde No.1 to Convdand Transftr lnfi€$rufrre Fee Rdmbu6em* 6 F@ C Non-PFR Compliant Reimbur*. Conv. r Trangd To I Cdncde No.1 to Convd and Transfer lnftdrudure Ftr Rdmbursemenb s Fe C Non-PFR Compliant Reimbur* Conv. + TranJer To I ry 2022-2023 Adjustment [2] 5.54%
Cetrcate No. 2 to tunvd and TranSer lntaSudre Fe Reimbuemenb 6 Fe Cred Rdmbuemsb Convddto lnfrdudre Fe Cred Ceffcde No. 2 to Convefr and Transfer lntr$tudre Fee Rdmbureemftb 6 Fe Cred ReimbuEmab Convefred to Public Lands Crdtu Cefrfrcde No.2 to conved and Transfer lntrasudre Fee ReimbuEemsE 6 F€ cred RdmbuEmetr Convededto lnfa*udre Fee Cred Cedifrcde No.2 b Conveftard Trander lnfraSudre Fee RdmbucemsE 6 Fee Crd RdmbureemenE Convededto Public Lands Credib Cdificde No.2 b Conved and Tran*r lnfrffidure Fee ReimbuEemenE as Fee Crd Reimbureemenb Convededto lnfrdudre Fee Crd Cdiide No.2 b Conved and Tranderlnftafudre Ffr Reimbu6emenb as Fe Cred Reimbursemenb Convededto Public Lan& Credib Cdinde No.2 to Conved and Tran$er lnftdudre Ffr Reimburcemenb as F@ Cred Reimbu6emenb Conveddto lffi&dure Fee Cred cediide No 2 to &nvd and Trander lnftafudre Fe R€imbureemenb s Fs Cred Reihbureemenb Convdd to Public Lands Crdre $0
s554,389
$12,S0
$31,409
{$177,S0)
$0
{8177.360)
Eagle$hoF Mer, LLc
E4le$oF her, LLc
Easle-Shops Owns, LLc
Easieshops Owner, LLC
Shops Ph6e I s1
shoF Ph6e 1 s1
shoF Phase I s2
shops Phas 1 52
Shops Phase 1 Pads 2
Shops Pha* 1 Pads 2
Shop Pha* 1 Podon dPad 3
Shop Pha* 1 Podon ofPad 3
1566,$9
1598,358
i2*.638
5A7,814
s0 s2.179 S2.1re
@
t0
t554,389
$12,560
$:r1,69
($177,360)
30 6i2,360)
($s,824)
(3A3,gil)
(35,2S)
(125,S)
$2Jel
50 $1)
$0 $o
959,389 $#.389
s566,949 9$6,949
s598,358 l5$,3S
s420,998 0420,S8
$420,998 t40,S
$243,638 S2€,638
w37.814 123?,81{
933,850 933,850
$28,562 $2a,582
s2,179 32,179
($5,624)
($203,964)
$0
$0
$0
$0
$0
50 90
s0
$0
$0
$0
$59,389
$566,949
$598,358
s420,998
$420,998
$243,638
9237,414
s33,850
s28.562
t554,39
[email protected]
t420.998
133.M
328,$2
og1uz
07nlm
($5.268)
($5,383)
(s2,144)
Source Ciiy d Folsom; EPS
Kry:
c&T - Credit and TranSer
c-19

Page 334 ends

08/22/2023 Item No.15.

TaUeC-18
Clty ol Fdsffi
sPF CdmehbuGementTEdhg
UC D.vb
FR Non+FR- PFR NonfFR. PFR NON.PFR.

Ag@mnt
SouE: Cily of Fol$mi EPS.
kcdpdon Complbd Comdbd Tobl CorylEd conphd ToEl Comdbnt complbd Tobl Rslpl€n&tundo TEnsa&n
hb
uc De* Paels
UC DaG
09mt21
07n1n2
07nln3
UC D* Parls
Uc Datr
09mP1
07nlm
07E1B
FPA SPIF Fe RchbuE m.ntatEfrent(2o11 PturtM
c6d No- 2 b corud & Apply F* R€imb. as F@ CFdb
X2O22.MNj|Matr
c€t No. gb AFpt FF Reihbas F* Credb
C6d No. 2 b Anwd & Apply Fs R6hb. * F€s Cdb [11

5.9%
MOB fra* I {114H)
a.a7%
$4,751,0S 985,1G S5,576,136
s.751.m $825,16 $5,576,136
$5pM,A7 S70,817 $5,S.09
$1,623,ffi $870,817 $2,49,46
90 r0 so 94,751.030 5825.106 a5'576'138
92A,2V 5€,711 SS,918 $5,0r42t 9870,817 t5,e.054(s.390.591) $0 (93.3$,Sl) S1.m.g6 S70,817 $2.494,463 $144,017 $77.241 ra'.2o" EfrilEEtrEllEEEtriEEil
FPASPIF Pbdhm Psbllc bnds r* RdduF€rentAg€mett(2017 Piodtl, c6ffi No- l bConwdandApplyFae R€hb. asF6Cdbf l
F\ma2-MAdj!#6ft
FYAea24 Adu$sd Ia
EncbvdEagle ffir tuhp Stun Sb (OS Ac.l
PFR ComdbdRehbuF. coN. To lnhsdre
Bd oo941zmperacrc
a.a7%
15l
F6C€db $1S,S
$149,54
$1S,520
$0
90 $0
90 golo
$o
1183,90
gls,5a
s16,810$1&.57 s16.810
60 $o
$0
c-20

Page 335 ends

08/22/2023 Item No.15.

Table C-17
City of Folsom
SPIF CrediUReimbursement Tracking
Summary of SPIF Annual Escalations
Item
July '1, 2023 lncrease
2022 Average Annual CCI
2021 Average Annual CCI
Percentage Change
July 1,2O22lncrease
2O21 Average Annual CCI
2020 Average Annual CCI
Percentage Change
July 1,2021 lncrease
2020 Average Annual CCI
2019 Average Annual CCI
Percentage Change
July '1,2020 lncrease
2019 Average Annual CCI
2018 Average Annual CCI
Percentage Change
July {, 2019 lncrease
2018 Average Annual CCI
201 7 Average Annual CCI
Percentage Change
July 1, 2018 lncrease
2017 Average Annual CCI
2016 Average Annual CCI
Percentage Change
20-City
13,006.84
12,133.93

7.19o/o
12,133.93
11,465.80

5.83%
11,465.80
11,281.40

1.630/o
11,281.40
11,061.91

1.98%
11,061.91
10,736.70

3.030/o
10,736.70
10,338.79

3.85o/o
San
Francisco
15,051.62
13,637.65

10.37o/o
13,637.65
12,952.15

5.29o/o
12,952.15
12,367.16

4.73o/o
12,354.10
12,054.2'l

2.49o/o
12,054.21
11,815.18

2.02o/o
1 1 ,815.1 B
1't,499.77

2.74o/o
Average
14,029.23
12,885.79
12,208.97
11 1't,817.75
11,558.06
11 't1,275.94
919.28
cci increase
Source: Engineering News-Record.
[1] Per Folsom Municipal Code 3.130.030, the SPIF lnfrastructure Fee shall include annual percentage changes based upon averaging the Construction Cost lndex (CCl) for 20-Cities and for San Francisco, as published in the Engineering News-Record for the preceding 12 months ending in December of the prior calendar year.

Prepared by EPS il3/2023 Z\Sr€/dPrclbdslsAolt 4im142079 Fdsffi SPIF Inplenqbtunwo&ts\SPlF Reinbu6ement Tn&ing\142079 SPIF Rainbureenent Tnclng m1 05.16 23 c-2t

Page 336 ends

08/22/2023 Item No.15.

Yeari -2018
Year 2 -2019
Year3 -2020
Year 4 - 2021
Year4 -2022
Year 4 - 2022
$436,000
$416,000
$404,000
$377,000
$455,000
$448,000
Valuation
Used
$436,000
$426,000
$418,667
$399,000
$412,000
$426,667
Table C-18
Gity of Folsom
SPIF CrediUReimbursement Tracking
Land Valuation Updates [1]
Item
Assessed
Value Gomment
Year't value
Rolling average years 1 and 2
Rolling average years 1 through 3
Rolling average years 2 through 4
Rolling average years 3 through 5
Rolling average years 4 through 6
valuation
Source: lntegra Realty Resources; EPS.
[1] For purposes of calculating the SPIF Parkland Equalization Fee and the SPIF Public Facility Land Equalization Fee.

Preparcd by EPS 8Rn023 z\[email protected]
c-22

Page 337 ends

08/22/2023 Item No.15.

Apperuotx D:

Roadways
Construction Cost Estimates

Page 338 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbo ne I nfrastructure
2023 Remaining Work
Constru ction Cosf Esti m ate
Item
TotalRemaining
Construction
Budget
Backbone Rough Grading Summary
$2,375,936
$2,025,714
$7,362,849
$846,720
$4,727,659
$7, 366.729
Total Backbone Rough
Grading
$24,705,607
Alder Creek Parkway
Oak Avenue Parkway
Empire Ranch Road
Rowberry Drive
Mangini Parkway
Prairie City Road
Z:\Shared\prcjec1s\SAc\142000\142079FolsomSPIFlmplementationu3SPIFUpdate\Data\RemainingWorkEstimate\FPA2023SPIFRemainingWorkAverage-Const Cost D-1

Page 339 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Ba c kb o n e I nf rastru ctu re
2023 Remaining Work
Construction Cost Estimate
Sect. Description
Backbone Roadway Rough Grading
Alder Creek Parkway
ACP 1-GD Clearing & Grubbing (Sta 379+00 to Sta 389+00) ACP 1-GD Rough Grade Excavation (Sta 379+00 to Sta 389+00) ACP 1-GD Erosion Control (Sta 379+00 to Sta 389+00)
ACp 2-cD Clearing & Grubbing (Sta 389+00 to Sta 400+30) ACp 2-GD Rough Grade Excavation (Sta 389+00 to Sta 400+30) ACP 2-GD Erosion Control (Sta 389+00 to Sta 400+30)
ACp 3-cD Clearing & Grubbing (Sta 400+30 to Sta 418+40) ACP 3-GD Rough Grade Excavation (Sta 400+30 to Sta 418+40) ACP 3-GD Erosion Control (Sta 400+30 1o 512 4l $+40)
ACP 4-GD Clearing & Grubbing (Sta 418+40 to Sta 442+00) ACP 4-GD Rough Grade Excavation (Sta 418+40 to Sta 442+00) ACP 4-GD Erosion Control (Sta 41$+40 to Sta 442+OO)
ACp 5-cD Clearing & Grubbing (Sta 442+00 to Sta 466+70) ACp s-GD Rough Grade Excavation (sta 442+00 to sta 466+70) ACP s-cD Erosion Control (Sta 442+001o 512 4$$+70)
ACp 6-cD Clearing & Grubbing (Sta 466+70 to Sta 493+50) ACP 6-GD Rough Grade Excavation (Sta 466+70 to Sta 493+50) ACp 6-GD Erosion Control (Sta 4$$+70 to Sta 493+50)
ACp 1 1B-cD clearing & Grubbing (sta 563+70 to Sta 568+20) ACp 1 1B-cD Rough Grade Excavation (Sta 563+70 1o 56 568+20) ACP 11B-GD Erosion Control (Sta 563+70 ,o 51" 568+20)
Rough Grade
Excavation
Roadway
Section
Length
Percent
Gomplete
Contingency
(20%l
Total
Remaining
Construction
Budget
Unit
Cost
Const.

Costs
Soft
Gosts
(15%)
Qtv. Unit QW. Unit
183,000 sF
37,000 cY
183,000 sF
232,000 sF
67,000 cY
232,000 sF
367,000 sF
104,000 cY
367,000 sF
553,000 sF
214,000 CY
553,000 sF
463,000 sF
26,000 cY
463,000 sF
470,000 sF
56,000 cY
470,000 sF
16,000 sF
30,000 cY
16,000 sF
1000 LF
1000 LF
1000 LF
1 130 LF
'1130 LF
1 130 LF
1810 LF
1810 LF
18t0 LF
2360 LF
2360 LF
2360 LF
2480 LF
2480 LF
2480 LF
2690 LF
2690 LF
2690 LF
140 LF
140 LF
140 LF
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$13,946
$360,523
$35,862
$17,680
$652,839
$45,464
$27,969
$'l ,013,362
$71,920
$42,144
$2,085,187
$108,369
$35,285
$2s3,340
$90,732
$35,818
$545,656
$92,1 04
$1 ,219
$292,316
$3,1 3s

35.52o/o

29.73o/o

35.52%

43.97o/o

71.640/o

43.97o/o

46.32o/o
7',! .150/o

46.32o/o

81.25%

81.25o/o

81.25%
81 .25o/o
81 .25o/o
81 .25o/o

81.25o/o
81 .25o/o

81.25o/o

0.00%

0.00%
$1,349
$38,001
$3,469
$1,486
$27,772
$3,821
$2,252
$43,853
$4,997
$1 ,1 85
$58,646
$3,048
$992
$7,125
$2,552
$1,007
$15,347
$2,590
$1 83
$43,847
$470
$1,799
$50,668
$4,625
$1,981
$37,029
$5,095
$3,003
$s8,471
$6,663
$1,580
$78,195
$4,064
$1,323
$9,500
$3,402
$1,343
$20,462
$3,454
$244
$58,463
$627
$12,'t40
$342,008
$31,217
$13,374
$249,946
$34,389
$20,268
$394,679
$44,973
$10,668
$527,813
$27,431
$8,931
$64,127
$22,967
$9,066
$138,119
$23,314
$1,646
$394,627
$4,233
Z:\Shared\Prcjects\SAo\142OOO\142079 Folsom SPIF lmplementalion\23 SplF Updde\Data\Remaining Wo.k Estjmate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-2

Page 340 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone I nf rastructu re
2023 Remaining Work
C o n stru cti o n Co st Esti m ate
Sect. Description
Backbone Roadway Rough Grading (Continued)
Oak Avenue Parkway
Rough Grade
Excavation
Roadway
Section
Length
Const.

Costs
$23,168
$584,632
$59,574
$11,355
$818,485
Percent
Complete
Contingency
(20vol
Total
Remaining
Construction
Budget
Unit
Cost
Soft
Costs
(15o/ol
atv. Unit Qty. Unit
OAP 1-GD
OAP 1-GD
OAP 1-GD
OAP 2-GD
OAP 2-GD
Clearing & Grubbing (Sta 100+30 to Sta 1 19+00)
Rough Grade Excavation (Sta 100+30 to Sta 119+00)
Erosion Control (Sta 100+30 to Sta 119+00)
Clearing & Grubbing (Sta I 19+00 to Sta 129+50)
Rough Grade Excavation (Sta 1 1 9+00 to Sta 1 29+50)
304,000 sF
60,000 cY
304,000 sF
149,000 sF
84,000 cY
1,880
1,880
1,880
1,050
1,050
$0.08
$9.74
$0.20
$0.08
$9.74
LF
LF
LF
LF
LF

78.26%

78.260/o

83.89%

27.38o/o

83.89%

26.42o/o

67.86%

26.42%

50.38%

83.33%

50.38%

0.00%

0.00%
$7s5
$19,065
$1,943
$274
$89,1 58
$706
$3,1 21
$26,306
$8,024
$2,229
$8,528
$5,732
$2,263
$51 ,1 55
$5,820
$1,007
$25,42O
$2,590
$366
$118,877
$941
$4,161
$35,075
$10,699
$2,972
$11,370
$7,643
$3,018
$68,207
$7,760
$3,856
$1 97,839
$9,916
$4,603
$856, I 01
$11,836
$1,859
$0
$4,782
$6,799
$171 ,584
$17,484
$2,470
$802,418
$6,350
$28,085
$236,755
$72,218
$20,063
$76,748
$51,590
$20,371
$460,398
$52,382
$26,029
$1 ,335,410
$66,932
$31,070
$5,778,685
$79,895
$12,552
$0
$32,276
OAP 2-GD
OAP 3-GD
OAP 3-GD
OAP 3-GD
OAP 4-GD
OAP 4-GD
OAP 4-GD
OAP s-GD
OAP s-GD
OAP 5.GD
Empire Ranch Road
ERR 3-GD
ERR 3-GD
ERR 3-GD
ERR 4-GD
ERR 4-GD
ERR 4-GD
ERR s-GD
ERR 5-GD
ERR 5.GD
Erosion Control (Sta 1 19+00 to Sta 129+50)
Clearing & Grubbing (Sta 129+50 to 153+50)
Rough Grade Excavation (Sta 129+50 to 153+50)
Erosion Control (Sta 129+50 to 153+50)
Clearing & Grubbing (Sta 153+50 to 176+90)
Rough Grade Excavation (Sta 153+50 to 176+90)
Erosion Control (Sta 1 53+50 to 176+90)
Clearing & Grubbing (Sta 176+90 to Sta 1 86+20)
Rough Grade Excavation (Sta 176+90 1o 516 1$$+20)
Erosion Control (Sta 176+90 to 51" 196+20)
149,000 sF
371,000 sF
56,000 cY
371 ,000 sF
393,000 sF
35,000 cY
393,000 sF
198,000 sF
35,000 cY
198,000 sF
1,050 LF
2,400 LF
2,400 LF
2A00 LF
2,340 LF
2,340 LF
2,340 LF
940 LF
940 LF
940 LF
$29,1 99
$28,274
$545,656
$72,703
$29,950
$341,035
$77,015
$15,089
$34',l,035
$38,801
$19,281
$989,1 93
$49,579
$23,015
$4,280,507
$5s,1 82
$9,297
$0
$23,908
1,100 LF
1,100 LF
1 ,100 LF
840 LF
840 LF
840 LF
560 LF
560 LF
560 LF
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$8.99
$0.20
$0.08
$8.99
$0.20
$0.08
$8.99
$0.20

0.00%

0.00%
$2,892
$148,379
$7,437
$3,452
$642,076
$8,877
$1,395
$0
$3,586
Clearing & Grubbing (Sta 145+80 to Sta 156+70)
Rough Grade Excavation (Sta 145+80 to 51" 156+70)
Erosion Control (Sta 145+80 ro 51" 156+70)
Clearing & Grubbing (Sta 1 56+70 to Sta 165+00)
Rough Grade Excavation (Sta 156+70 to Sta 165+00)
Erosion Control (Sta 156+70 to Sta 165+00)
Clearing & Grubbing (Sta 165+00 to Sta 1 70+60)
Rough Grade Excavation (Sta 165+00 to Sta 170+60)
Erosion Control (Sta 165+00 to Sta 170+60)
253,000 sF
110,000 cY
253,000 sF
302,000 sF
476,000 cY
302,000 sF
122,000 sF
0cY
122,000 sF
Z:\Shared\Prcje6\SAo\142000\'142079 Folsom SPIF lmplementationU3 SPIF Update\Oata\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cosl D-3

Page 341 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Ba c kbo n e I nf rastru ctu re
2023 Remaining Work
Co n stru cti on Co st Esti m ate
Sect. Description
Backbone Roadway Rough Grading (Continued)
ROW 1-GD
ROW 1-GD
ROW 1-GD
ROW2-GD
ROW2-GD
ROW2-GD
Clearing & Grubbing (Sta 1 00+60 to Sta 107+50)
Rough Grade Excavation (Sta 100+60 to Sta 107+50)
Erosion Control (Sta 1 00+60 to Sta 107+50)
Clearing & Grubbing (Sta 1 07+50 to Sta 1 13+90)
Rough Grade Excavation (Sta 107+50 to Sta 1 1 3+90)
Erosion Control (Sta 107+50 to Sta 1 1 3+90)
Mangini Parkway
Rough Grade
Excavation
Roadway
Section
Length
Percent
Gomplete
Gontingency
(20%l
Total
Remaining
Construction
Budget
Unit
Gost
Const.

Costs
Soft
Costs
(15o/.1
Oty. Unit Qty. Unit
Rowberry Drive
MP 1-GD
MP.1-GD
MP 1-GD
MP 2.GD
MP 2-GD
MP 2-GD
Prairie Gity Road
PCR 1-GD
PCR.1-GD
PCR 1-GD
PCR 2-GD
PCR 2-GD
PCR 2-GD
PCR 3-GD
PCR 3-GD
PCR 3-GD
PCR 4-GD
PCR 4.GD
PCR 4-GD
Clearing & Grubbing (Sta 100+60 to Sta 1 50+20)
Rough Grade Excavation (Sta 100+60 to Sta 1 50+20)
Erosion Control (Sta 100+60 to Sta 150+20)
Clearing & Grubbing (Sta 150+20 to Sta 169+50)
Rough Grade Excavation (Sta 150+20 to Sta 169+50)
Erosion Control (Sta 1 5Q+20 to Sta 169+50)
115,000 sF
50,000 cY
115,000 sF
'113,000 sF
8,000 cY
1 13,000 sF
771,000 sF
241,000 cY
771,000 sF
280,000 sF
241,000 cY
280,000 sF
7OO LF
7OO LF
7OO LF
640 LF
640 LF
640 LF
2,920 LF
2,920 LF
2,920 LF
1,930 LF
1,930 LF
1,930 LF
$8,764
$487,1 93
$22,536
$8,612
$77,951
$22,',t44
$40,467
$185,133
$104,058
$38,867
$224,'t0g
$99,943
$59,367
$4,160,630
$152,658
$25,073
$302,060
$64,473

0.00%

54.29%

61.29%

54.29o/o
$1,315
$73,079
$3,380
$1,292
$11,693
$3,322
$8,814
$352,241
$22,663
$1,463
$136,352
$3,762
$1,753
$97,439
$4,507
$1,722
$15,590
$4,429
$11,751
$469,654
$30,218
$1,951
$181 ,803
$5,016
$8,093
$37,027
$20,812
$7,773
$44,822
$19,989
$11,873
$832,1 26
$30,532
$5,015
$60,412
$12,895
$1 1,831
$657,711
$30,424
$11,626
$105,234
$29,895
$79,322
$3,1 70,1 66
$203,971
$1 3,1 68
$1,227,171
$33,860
$54,630
$249,930
$'140,478
$52,470
$302,547
$134,923
$80,1 45
$5,616,851
$206,088
$33,848
$407,781
$87.038
2240 LF
2240 LF
2240 LF
2170 LF
2170 LF
2170 LF
3300 LF
3300 LF
3300 LF
1820 LF
1820 LF
1820 LF
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20
$0.08
$9.74
$0.20

0.00%

0.00%
$6,070
$27,770
$15,609
$5,830
$33,616
$14,991
$8,905
$624,095
$22,899
$3,761
$45,309
$9,671
$0.08 $58,757
$9.74 $2,348,271
$0.20 $151,090
$0.08 $21,339
$9.74 $2,348,271
$0.20 $54,870
Clearing & Grubbing (Sta 99+40 to Sta 121+80)
Rough Grade Excavation (Sta 99+40 to Sta 121+80)
Erosion Control (Sta 99+40 to Sta 121+80)
Clearing & Grubbing (Sta 121+80 to 51" 143+40)
Rough Grade Excavation (Sta 121+80 to Sta 143+40)
Erosion Control (Sta 121+80 to Sta 143+40)
Clearing & Grubbing (Sta 143+40 to Sta 176+30)
Rough Grade Excavation (Sta 143+40 to Sta 176+30)
Erosion Control (Sta 14J+40 to Sta 176+30)
Clearing & Grubbing (Sta 143+40 to Sta 176+30)
Rough Grade Excavation (Sta 143+40 to Sta 176+30)
Erosion Control (Sta 143+40 to Sta 176+30)
531,000 sF
19,000 cY
531,000 sF
510,000 sF
23,000 cY
510,000 sF
779,000 sF
427,000 cY
779,000 sF
329,000 sF
31 ,000 cY
329,000 sF
Total Backbone Roadways Rough Grading:

Z:\Shared\Prcje6\SAo\142000\142079FolsomSPIFlmplementation\z3SPIFupdate\Data\RemainingWorkEstimate\FPA2023SPIFRemainingWorkAverage-Const Cost $24,705,607
D-4

Page 342 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
B a c k bon e I nf rastru ctu re
2023 Remaining Work
Construction Cost Estimate
Section
Backbone lnfrastructu re Roadways
Alder Greek Parkway
Description Oty. Unit Unit Cost Const.

Costs
$1,064,000
$1,141,300
$1,373,600
$822,273
$1,474,600
$4,775,508
$143,898
$366,130
$2,096,080
$2,222,000
Percent
Complete
Soft Costs
(15olol
Contingency
(20o/ol
Total Remaining
Construction
Budqet
ACP 1
ACP 2
ACP 3
ACP 3
ACP 4
BR2
BR2
BR2
BR2
ACP 5
ACP 6
Oak Avenue Parkway
OAP 1
oAP 2-Phl
oAP 3-Phl
oAP 4-Ph1
oAP 4-Ph1
oAP s-Ph1
BR 1-Ph1
1,400 sF
9,500 sF
1,970 LF
2,020 LF
1,480
600
2,400
1,890
1,250
490
27,300
$773.00
$773.00
$773.00
$773.00
$102.78
$773.00
$385.43
Alder Creek Parkway (Sta 379+00 to Sta 389+00)
Alder Creek Parkway (Sta 389+00 to Sta 400+30)
Alder Creek Parkway (Sta 400+30 to Sta 418+40)
Retaining Wall (Wetland Preservation)
Alder Creek Parkway (Sta 418+40 to Sta 442+00)
Alder Creek Parkway Bridge - Westbound Travel Lanes
(295' Long x 42'wide)
Alder Creek Part<way Bridge - Eastbound Travel Lanes
(295' Long x 52'wide)
Retaining Wall (Wetland Preservation)
Rock Slope Protection
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
Alder Creek Parkway (Sta 466+70 to Sta 493+50)
15,340 DSF $3S5.43 $5,912,534 0.00% $886,880 $1,182,507 $7,981,921 1,000
1,130
1,360
8,000
1,460
12,390
$1,064.00
$1,010.00
$1,010.00
$102.78
$1,010.00
$385.43
$102.78
$38.54
$1,064.00
$1 ,1 00.00

0.00%

0.00%
0,00%

0.00%

42.86%

36.84%

0.00%

88.87o/o

46.21Yo

0.00%

91.960/o

0.00%

0.00%
$159,600
$1 71,1 95
$206,040
$123,341
$221,190
$716,326
$12,333
$34,687
$314,412
$37,096
$92,307
$69,570
$278,280
$21 9,1 46
$19,272
$56,816
$1,578,346
$11,420
$57,815
$52,470
$212,800
$228,260
$274,720
$164,455
$294,920
$95s,1 02
$16,445
$46,250
$419,216
$49,462
$123,076
$92,760
$371,040
$292,194
$25,696
$75,754
$2,104,461
$15,79s
$77,086
$69,960
$43,308
$1,436,400
$1,540,755
$1,854,360
$1,110,069
$1,990,710
$6,446,936
$111,001
$312,184
$2,829,708
$333,867
$830,762
$626,1 30
$2,504,520
$1,972,310
$173,448
$511,340
$14,205,1 1 3
$1 06,1 92
$520,334
$472,229
$292,332
LF
LF
LF
SF
LF
DSF
LF
LF
LF
LF
SF
LF
DSF
Oak Avenue Parkway (Sta 100+30 to Sta 1 1 9+00)
Oak Avenue Parkway (Sta 1 1 9+00 to Sta 129+50)
Oak Avenue Parkway (Sta 129+50 to 153+50)
Oak Avenue Parkway (Sta 153+50 to 176+90)
Retaining Wall (Power Line Tower Preservation)
Oak Avenue Parkway (Sta 176+90 to Sta 186+20)
Alder Creek Bridge (210' Long x 130' Wide)
890 LF
1EA
1,260 LF
$1,064.00
$385,432
$277.62
$1,144,040
$463,800
$1,855,200
$1,460,970
$128,480
$378,770
$10,522,306
$946,960
$385,432
$349,799
East Bidwell Street
EBS 1A
EBS 1
EBS 2A
EBS 28
East Bidwell Street (Sta 100+60 to '109+50)
Traffic Signal No. 18 and Appurtenances (4-Way)
East Bidwell Street (Sta 123+80 to 1 36+30)
Mangini Ranch Ph 3 - Phased Frontage
East Bidwell Street (Sta 136+30 to 144+10)
Mangini Ranch Ph 3 - Phased Frontage
780 LF $277.62 $216,542 0.00% $32,481
Zlshared\Prcjects\SAc\142000U42079 Folsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Ave€ge_Const. Cosl D-5

Page 343 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
B ac kbo n e I nf rastru ctu re
2023 Remaining Work
C o n stru cti o n Cost Esti m ate
Section Description
Backbone lnfrastructure Roadways (Continued)
Empire Ranch Road
OtV. Unit Unit Cost Const.

Gosts
$1,524,480
$51 6,1 00
$381,030
$547,120
Percent
Complete
Soft Costs
(15%)
Contingency
(20o/ol
Total Remaining
Construction
Budget
ERR 1-Ph1
ERR 3-Ph1
ERR 4-Ph,I
ERR s-Ph1
MP 14
MP 1B
MP2
MP3
MP4
MP4
Empire Ranch Road (Sta 1 05+70 to Sta 129+30)
Empire Ranch Road (Sta',l45+80 to Sta 156+70)
Empire Ranch Road (Sta 156+70 to Sta 165+00)
Empire Ranch Road (Sta 165+00 to Sta 170+60)
Mangini Parkway (sta 1 00+60 to sta 129+70)
Mangini Parhrvay (Sta 129+70 to Sta 150+20)
Mangini Parkway (sta 150+20 to sta 169+50)
Mangini Parkway (Sta 169+50 to Sta 191+80)
Mangini Parkway (Sta 191+80 to Sta 216+10)
Mangini Parkway Class 1 Trail Undercrossing
00 00
$828.
$828.
1,920 LF
650 LF
390 LF
560 LF
250 LF
640 LF
$794.00
$794.00
$977.00
$977.00

78.39o/o

0.00%

91.31%o

91.31%

91.31o/o

0.00%

52.00o/o

0.00%
$49,416
$77,415
$57,1 55
$82,068
$31,050
$79,488
$51,760
$195,000
$65,888
$103,220
$76,206
$109,424
$41,400
$105,984
$306,774
$117,576
$15,974
$24,176
$21,478
$183,424
$69,013
$260,000
$444,744
$696,735
$514,391
$738,612
$279,450
$715,392
$2,070,725
$793,638
$107,822
$163,190
$144,977
$1,238,113
$465,841
$1,755,000
$348 449
$58,639,698
Rowberry Drive
ROW 1 Rowberry Drive (Sta 100+60 to Sta 107+50)
ROW 2 Rowberry Drive (Sta 107+50 to Sta 1 't 3+90)
Backbone lnfrastructure Roadways (Continued)
Mangini Parkway
$621.00
$828.00
$621.00
$621.00
$621.00
$917,120.88
$207,000
$529,920
$1,533,870
$587,880
$919,080
$1,391,040
$1,235,790
$917,121
$718,890
$1,300,000
$230,081
$88,182
$1 1,980
$1 8,1 32
$16,109
$137,568
2,470
710
1,480
2,240
1,990
1 LF
LF
LF
LF
LF
EA
Savannah Parkway
SP 1 Savannah Parkway (Sta 170+20 to Sta 183+90)
SP 1 Savannah ParkwayMhite Rock Road lntersection
Placerville Road
PRC-4-RW Placerville Road (Sta 52+00 to Sta 57+30)
930 LF $773.00
1EA $1,300,000.00
530 LF $487.00
Total Backbone Roadways
$258,1 10 0.00% $38,717 $51,622
Zlshared\prcjects\SAc\142OOO\1420TgFolsomSPIFlmplementation\23SP|FUpdate\Data\RemainingWorkEstimate\FPA2023SP|FRemainingWorkAverage-Consi Cosi D-6

Page 344 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
B ac kbo n e I nf rastru ctu re
2023 Remaining Work
C o n stru cti o n Co st Esti m ate
Section Description Oty. Unit Unit Cost
Backbone lnfrastructure Roadways - Railroad Grossings
Remove and Replacement of Railroad Track for Underground Utilities / Surface lmprovements Const.

Costs
Percent
Complete
Soft Costs
(15olol
Contingency
(20o/ol
Total Remaining
Gonstruction
Budget
At-Grade Railroad Crossing (Westwood Drive; \AM/D 3)
At-Grade Railroad Crossing (Alder Creek Pkwy; ACP 9)
At-Grade Railroad Crossing (Grand Prairie Dr; GP 1)
At-Grade Railroad Crossing (Mangini Pakway; MP 7-8)
Alder Creek Parkway (Sta 379+10 to Sta 389+00)
Alder Creek Parkway (Sta 389+00 to Sta 400+30)
Alder Creek Parkway (Sta 400+30 to Sta 418+40)
Alder Creek Parlovay (Sta 418+40 to Sta 442+00)
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
Alder Creek Parkway (Sta 466+70 to Sta 493+50)
Alder Creek Parkway (Sta 493+50 to Sta 506+90)
Alder Creek Parkway (Sta 506+90 to Sta 524+10)
Alder Creek Parkway (Sta 524+10 to Sta 542+20)
Alder Creek Parkway (Sta 542+20 to Sta 563+70)
Alder Greek Parkway (Sta 563+70 to Sta 565+86)
Alder Creek Parkway (Sta 566+70 to Sta 568+20)
Prairie City Road (Sta 99+40 to 121+80)
Prairie City Road (Sta 121+80 to 143+40)
Prairie City Road (Sta 143+40 to 176+30)
Prairie City Road (Sta 176+30 to 194+50)
Prairie City Road (Sta 194+50 to 235+50)
$770,865
$192,716
$192,716
$770,865
Total Railroad Grossings
1 1
1 1
EA
EA
EA
EA
$770,865
$192,716
$192,716
$770,865

25.OOo/"

25.QOo/o

25.}QYo

25.O0%
$86,722
$21,681
$21,681
$86,722
$10,600
$11,978
$1 9,1 86
$25,016
$26,288
$20,793
$9,040
$1 1,670
$12,278
$14,504
$2,024
$1,802
$115,630
$28,907
$28,907
$1 15,630
$14,134
$15,971
$25,582
$33,355
$35,051
$27,724
$12,053
$15,561
$16,370
$19,338
$2,698
$2,403
$31,659
$30,670
$46,641
$25,723
$58,089
$780,501
$1 95,1 25
$195,125
$780,501
$1,951,252
Backbone lnfrastructure Roadways - Gity Fiber Optic & Traffic Signal Control System Alder Creek Parkway
ACP 1
ACP 2
ACP 3
ACP 4
ACP 5
ACP 6
ACP 7
ACP 8
ACP 9
ACP 1O
ACP 11A
ACP 118
Prairie City Road
PCR 1
PCR 2
PCR 3
PCR 4
PCR 5
1,000 LF
1,130 LF
1,810 LF
2,360 LF
2,480 LF
2,690 LF
1,340 LF
1,730 LF
1,820 LF
2,150 LF
3OO LF
17O LF
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70,668
$79,854
$127,908
$166,775
$175,255
$190,096
$94,694
$122,255
$128,615
$151,935
$21,200
$12,013

0.00%

27.O8o/o

36.36%

0.00%
$95,401
$107,803
$172,676
$225,147
$236,595
$1 87,1 34
$81,356
$105,034
$1 10,498
$130,534
$18,214
$16,218
2,240 LF
2,170 LF
3,300 LF
1,820 LF
4,110 LF
$70.67
$70.67
$70.67
$70.67
$70.67
$158,295
$153,349
$233,203
$128,615
$290,443

0.00%

0.00%
$23,744
$23,002
$34,980
$19,292
$43,567
$213,699
$207,020
$314,824
$173,630
$392,099
Z:\shared\Prc.iects\SAo\142OOO\142OTgFolsomSPlFtmplementation\23SPIFUpdate\Data\RemainingWorkEstimate\FPA2023SPlFRemainingWorkAverage-Const Cost D-7

Page 345 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Bac kbon e I nfrastru ctu re
2023 Remaining Work
C o n stru ction Cosf Esti m ate
Section Description Oty. Unit Unit Cost
Backbone lnfrastructure Roadways - City Fiber Optic & Traffic Signal Control System (Continued) Oak Avenue Parkway
OAP 1 Oak Avenue Parkway (Sta 100+30 to Sta 1 19+00) 1,880 LF $70.67 East Bidwell Street
$132,855 36.36% $12,682 $16,910
Const.

Gosts
Percent
Gomplete
Soft Costs
(1'yol
Gontingency
(200/"1
Total Remaining
Gonstruction
Budget
EBS 14
EBS 1B
EBS 2A
EBS 28
EBS 3A
EBS 38
ERR 1
ERR 2
ERR 3
ERR 4
ERR 5
Westwood Drive
East Bidwell Street (Sta 100+60 to 109+50)
East Bidwell Street (Sta 109+50 to 123+80)
East Bidwell Street (Sta 123+80 to 136+30)
East Bidwell Street (Sta 136+30 to 144+10)
East Bidwell Street (Sta 144+10 to 150+70)
East Bidwell Street (Sta 1 50+70 to 157+90)
Empire Ranch Road (Sta 105+70 to Sta 129+30)
Empire Ranch Road (Sta 129+30 to Sta 145+80)
Empire Ranch Road (Sta 145+80 to Sta 156+70)
Empire Ranch Road (Sta 156+70 to Sta 165+00)
Empire Ranch Road (Sta 165+00 to Sta 170+60)
2,370 LF
1,650 LF
1,100 LF
840 LF
560 LF
$70.67
$70.67
$70.67
$70.67
$70.67
890
1,430
1,260
780
670
720
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$62,894
$101,055
$89,041
$55,1 21
$47,347
$50,881

36.36%

36.36%
$6,004
$9,647
$8,500
$5,262
$4,520
$4,857
$12,278
$27,726
$17,568
$11,131
$1 1,660
$8,904
$5,936
$8,005
$12,862
$11,333
$7,016
$6,026
$6,476
$16,370
$36,968
$23,424
$14,841
$15,547
$11,872
$7,915
$114,141
$54,035
$86,820
$76,499
$47,356
$40,678
$43,714
$110,498
$249,532
$1 58,1 12
$1 00,1 77
$104,941
$80,137
$53,425
$83,784
LF
LF
LF
LF
LF
LF
Placerville Road Corridor
PRC 4 Placerville Road Corridor (Sta 52+40 to 78+30)
PRC 5 Placerville Road Corridor (Sta 26+70 to 52+40)
Empire Ranch Road
1,820 LF
4,110 LF
$128,615
$290,443
$167,482
$116,601
$77,734
$59,361
$39,574

36.36%

36.36%
3O.O7o/o

36.36%

0.00%

0.00%
\M /D 1 Westwood Drive (Sta 100+00 to Sta 113+70) 1,380 LF $70.67 $97,521 36.36% $e,309 $12,412 Z:\Shared\Prcjects\SAc\142OOO\1420TgFolsomSPlFlmplementation\23SPlFUpdaie\Data\RemainingWorkEstimate\FPA2023SPlFRemainingWorkAverage-Const Cost D-8

Page 346 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone I nf rastru cfu re
2023 Remaining Work
Constru ction Cosf Esti mate
Section Description Oty. Unit Unit Gost
Backbone lnfrastructure Roadways - Gity Fiber Optic & Traffic Signal Control System (Continued) Mangini Parkr,vay
Gonst.

Gosts
Percent
Gomplete
Soft Gosts
(1SYol
Contingency
(20o/ol
Total Remaining
Gonstruction
Budget
MPl
MP2
MP3
MP4
RRR 1A
RRR 1B
Savannah Parkway
SP 2 Savannah Parkway (Sta 154+60 to Sta 170+20)
SP 3 Savannah Parkway (Sta 125+00 to Sta 154+60)
Russell Ranch Road
Mangini Parkrvay (Sta 100+60 to Sta 150+20)
ManginiParkway (sta 150+20 to sta 169+50)
Mangini Parkway (Sta 169+50 to Sta 191+80)
Mangini Parkway (Sta 191+80 to Sta 216+10)
Russell Ranch Road (Sta 10+00 to Sta 15+80)
Russell Ranch Road (Sta '15+80 to Sta 18+00)
2,920 LF
1,930 LF
2,240 LF
2,440 LF
1,560 LF
2,960 LF
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$70.67
$206,349
$136,388
$158,295
$172,429
$110,241
$209,176
$40,987
$16,960

0.00%

36.36%

0.00%
$30,952
$13,020
$15,111
$16,460
$10,524
$19,968
$3,913
$2,544
$41,270
$17,360
$20,148
$21,947
$14,032
$26,624
$5,217
$3,392
$3,251
$9,894
$9,714
$278,571
$117,177
$135,998
$148,140
$94,713
$179,711
$35,214
$22,896
$21,942
$66,785
$65,570
$44,839
580
240
LF
LF
Scenic Vista Court
SVC 1 Scenic Vista Court (Sta 34+10 to 36+40)
Grand Prairie Road (Zone 3 Tanks)
GPR 1 Grand Prairie Road (Sta 1 1+00 to 21+OO)
Zone 4 Tank Site
Z4fS Zone 4 Tank Service
(Alder Creek Parkway to Zone 4 Tank Site)
Alder Creek Sewer Lift Station & Force Main
SSLS Alder Creek Parkway SSLS
230 LF $70.7 $16,254 0.00% $2,438
1,100 LF $70.7 $77,734 36.36% $7,421
1,080 LF $70.67 $76,321 36.36% $7,286
470 LF $70.67 $33,214 0.00% $4,982
Z:\Shared\Prcjects\SAc\142OOO\142079 Fol$m SPIF lmplementation\23 SPIF Update\Data\Remaining Wod< Estimate\FPA2023 SPIF Remaining WorkAveEge-Const. Cost $6,643
D-9

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08/22/2023 Item No.15.

FOLSOM PLAN AREA
Bac kb o n e I nf rastru ctu re
2023 Remaining Work
C o n stru ction Cosf Esti m ate
Section Description Oty. Unit Unit Gost
Total City Fiber Optic & Traffic Control System
Backbone lnfrastructure Roadways - Signalized Intersections & lmprovements INTX NO.

Gonst.

Costs
$1,910,891
$1,508,356
$494,511
$1,697,199
$642,230
$620,539
$2,023,648
$1,566,339
$1,166,533
$1,329,345
$1,404,943
$1,052,434
$1,109,029
Percent
Complete
Soft Costs
(15%)
Gontingency
(20o/ol
Total Remaining
Construction
Budqet
$5,403,286
$2,579,703
$2,036,281
$645,200
$433,600
$520,336
$867,011
$837,728
$625,611
$520,393
$433,373
$520,259
$520,257
$1,420,786
$488,383
$14,310,114
1 1
1 2
3 4
6 7
8 Alder Creek Parkway / Oak Avenue Parkway (a-Way)
Alder Creek Parkway / Rowberry Drive (3-Way)
Alder Creek Parkway / Residential Street
(4-Way: to Curb Returns)
Alder Creek Parkway / Collector Rd.
(W. of East Bidwell Street) (4-Way: to Curb Returns)
Alder Creek Parkway / Westwood Drive (4-Way)
Alder Creek Parkway / Empire Ranch Road
(3-Way & 1 to Curb Return)
Prairie City Road / Collector Rd. (N. of Mangini Pkwy)
(3-Way to Curb Returns)
Prairie City Road / Mangini Parkway (3-Way to Curb Retur Oak Avenue Parkway / Mangini Parkway (4-Way)
East Bidwell St. / Savannah Parkway (a-Way)
Westwood Drive / Savannah Parkway (3-Way)
Mangini Parkway / Savannah Parkway (4-Way)
Empire Ranch Road / Mangini Parkway
(4-Way: One Side of St'A' to Curb Return)
Mangini Parlaaray / High School Access (4-Way)
Oak Avenue Parkway / High School Access (4-Way)
1EA $477,926 $477,926 0.00% $71,689 $95,585
EA
EA
$1,910,891
$1,508,356
$494,511
$1 ,697,1 99
$642,230
$620,539
$2,023,648
$1,566,339
$1,166,533
$1,329,345
$1,404,943
$1,052,434
$1,109,029

0.00%

77.10o/o

75.39o/o

72.47o/o

71.01%

0.00%

35.05%

77.29%
$286,634
$226,253
$48,178
$57,815
$96,335
$93,081
$69,512
$57,821
$47,997
$57,807
$57,806
$1s7,865
$54,265
$382,178
$301,671
$64,237
$77,087
$128,446
$1 24,1 08
$e2,683
$77,095
$64,229
$77,075
$77,O75
$210,487
$72,353
'r EA $1,378,663 $1,378,663 0.00% $206,799 $275,733 $1 ,861 ,195 EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
I
10 't1
12 14
15 16
17 1
1 1

72.57o/o

0.00%

67.38%
Total Si gnalized lntersections
*See lnterseclion Estimates for Detailed Breakdown of Costs Ztshared\prcjec{s\SAou42OOO\142OTgFotsomSPlFlmplemenlation\23SP|FUpdate\Data\RemainingWorkEstimate\FPA2023SP|FRemainingWorkAverage-Const Cosl D-10

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08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone lnfrastrucfure
2023 Remaining Work
C o n stru cti o n Cost Esti m ate
Section Description
Backbone Infrastructure Roadways - Open Space Vehicular Access Barrier (Open Alder Creek Parkway
Space Adjacent to Major & Secondary Roadways)
Oty. Unit Unit Gost Const.

Gosts
Percent
Gomplete
Soft Costs
(15olol
Contingency
(20olol
Total Remaining
Construction
Budset
ACP 1
ACP 2
ACP 3
ACP 4
ACP 5
Prairie City Road
PCR 1
PCR 2
PCR 4
Oak Avenue Parkway
OAP 3
OAP 4
OAP 5
Alder Creek Parkway (Sta 379+00 to Sta 389+00)
Alder Creek Parkway (Sta 389+00 to Sta 400+30)
Alder Creek Parkway (Sta 400+30 to Sta 418+40)
Alder Creek Parkway (Sta 418+40 to Sta 442+00)
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
Prairie City Road (Sta 99+40 to 1 21 +80)
Prairie City Road (Sta 121+80 to 143+40)
Prairie City Road (Sta 176+30 to 194+50)
250 LF
1,050 LF
350 LF
3OO LF
1,300 LF
3,350 LF
3,950 LF
550 LF
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$6,937
$30,061
$77,465
$91,340
$12,718
$5,781
$24,280
$8,093
$2,312
$104,058
$42,779
$15,031
$15,031

0.00%

0.00%
$1,041
$4,509
$11,620
$13,701
$1,908
$867
$3,642
$1,214
$347
$15,609
$6,417
$347
$2,255
$2,255
$1,387
$6,012
$15,493
$18,268
$2,544
$1 ,1 56
$4,856
$1,619
$462
$20,812
$8,556
$462
$3,006
$3,006
$9,365
$40,583
$104,s78
$123,309
$17,170
$7,804
$32,778
$10,926
$3,122
$140,478
$57,752
$3j22
$20,291
OakAvenue Parkway (Sta 129+50 to 153+50)
Oak Avenue Parkway (Sta 153+50 to 176+90)
Oak Avenue Parkrruay (Sta '176+90 to Sta 186+20)
1OO LF
4,500 LF
1,850 LF
650 LF
650 LF

0.00%

0.00%
Empire Ranch Road
ERR 3 ' Empire Ranch Road (Sta 145+80 to Sta 156+70)
Rowberry Drive
ROW 1 Rowberry Drive (Sta 100+60 to Sta 107+50)
ROW 2 Rowberry Drive (Sta 107+50 to Sta 113+90)
1OO LF $23.12 $2.312 0.00%
291$20
Ztshared\Prcjects\SAcu42OOO\142079FolsomSPIFlmplementation\23SPIFUpdate\Data\RemainingWorkEstimate\FPA2023SPIFRemainingWorkAverage-Consl Cost D-11

Page 349 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Bac kbone I nf rastru ctu re
2023 Remaining Work
Construction Cost Estimate
Section Description
Backbone lnfrastructure Roadways - Open Space Vehicular Access Mangini Parkway
Barrier (Open Space Adjacent to Major & Secondary Roadways) (Continued) OtV. Unit Unit Gost Const.

Gosts
Percent
Gomplete
Soft Costs
(15%)
Gontingency
(20%l
Total Remaining
Construction
Budget
MP1
MP2
MP3
MP7
Mangini Parkway (Sta 100+60 to Sta 150+20)
Mangini Parkr,rray (Sta 150+20 to Sta 169+50)
Mangini Parkr,vay (Sta 169+50 to Sta 191+80)
Mangini Parkway (Sta 258+50 to Sta 269+80)
2,100 LF
650 LF
3,450 LF
350 LF
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$23.12
$48,560
$15,031
$79,778
$8,093
$5,781
$6,937
$8,093
$5,781
$4,625
$1 0,1 75

0.00%

13.85o/o

19.74o/o

0.00%
$7,284
$1,942
$9,604
$1,214
$867
$1,041
$1,214
$867
$694
$1,526
$9,712
$2,590
$12,806
$1,619
$1,156
$1,387
$1,619
$1,156
$925
$2,035
$65,557
$17,481
$86,440
$10,926
$7,804
$e,365
$10,926
$7,804
$6,243
$13,736
$827,852
Savannah Parkway (Sta 1 70+20 to Sta 1 83+90)
Savannah Pakway'(Sta 154+60 to Sta 170+20)
Savannah Parkway (Sta 125+00 to Sta 154+60)
Placerville Road Utility Corridor
Savannah Parkway
SP1
SP2
SP3
PRC 1
PRC 3
PRC 4
250
300
350
LF
LF
LF

0.00%

0.00%
Placerville Road (Sta 'l 13+60 to Sta 128+80)
Placerville Road (Sta 78+30 to Sta 97+90)
Placerville Road (Sta 52+40 to Sta 78+30)
250 LF
2OO LF
440 LF
Total Open Space Vehicular Access Barrier
Z:\Shared{rmjecls\SAc\'142000\142079 Fotsom SPIF lmplementation\23 SPIF Updale\Data\Remaining Work Estimate\FPA 2023 SPIF Renaining Work Average-Const. cost D-L2

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08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone I nfrastructu re
2023 Remaining Work
Co nstructi o n Co st Esti m ate
Item
Total Remaining
Construction
Budget
Backbone Roadways Summary
Alder Creek Parkway
Oak Avenue Parkway
East BidwellStreet
Empire Ranch Road
Rowberry Drive
Mangini Parkway
Savannah Parkway
Placcerville Road
$25,947,911
$20,823,622
$1,391,087
$2,394,482
$994,842
$4,518,464
$2,220,841
$348,449
Subtotal Backbone Roadways $58,639,698
Railroad Crossings $1,951,252
Gity Fiber Optic & Traffic Signal
ControlSystem
$5,403,286
Signalized lntersections & lmprovements $14,310,114
Open Space Vehicular Access Barrier $827,852
Zlshared\prcjects\SAc\142000\142079 Fotsom SPIF lmplemontationu3 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-13

Page 351 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructu re
2023 Remaining work
Construction Cosf Esti mate
Gost Per Linear Foot
Alder Greek Parkway
ACPl &ACP5(Tl=10)
6-Lane Major Arterial (4 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Cost Per Foot Gost
SF
SF
LF
LF
SF
SF
SF
LF
LF
62 56
2 2
15 22
12 4
1 1
2 3
4 5
6 7
8 I
Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk W6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
$0.64
$8.99
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$39.82
$503.5e
$64.23
$46.e9
$1 15.62
$113.05
$107.91
$7.71
$64.24
Subtotal
Use
$1,063.17
$1,064.00
3ff
Alder Creek Parkrvay
6 Lane Major Arterial (4 Laue Road & 2 Future Lanes)
1{S 30'
N' II
q.
12 re' I rE 12 . rl', " 5' .3
Z:\Shared\Projects\SAo\1 42OOO\142079 Folsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-!4

Page 352 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Co n stru cti o n Co st Esti m ate
Gost Per Linear Foot
Alder Greek ParkwaY
ACP 2 thru ACP 4 (Tl=10)
6-Lane Major Arterial (4 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 8
I
Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Banier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk W6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
62 56
2 2
15 22
6 4
1 SF
SF
LF
LF
SF
SF
SF
LF
LF
Subtotal
Use
$0.64
$8.99
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$39.82
$503.59
$64.23
$46.99
$1 15.62
$1 13.05
$53.96
$7.71
$64.24
$1,009.21
$1,010.00
Alder Creek ParloraY
6 Lane Major Arterial (4 l-ane Road & 2 Future I-anes)
II
I
q)
I[' 19 5' ,3'3 tx IE l? ll
Zjshared\projects\SAc\1 42000\j42079 Fotsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF R€maining Work Average-Const. Cost D-15

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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Esti m ate
Cost Per Linear Foot
Alder Greek Parkway
ACP 6 (Tl=10)
6-Lane Major Arterial (4 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Gost Per Foot Gost
1 2
3 4
5 6
7 8
9 Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
LF
SF
SF
SF
LF
LF
62 56
2 2
15 22
16 4
1 $0.64
$8.99
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$39.82
$503.59
$64.23
$46.99
$1 15.62
$1 13.05
$143.88
$7.71
$64.24
Subtotal
Use
$1,099.14
$1,100.00
Alder Creek Parkway
6 Lanc Major Artcrial (4 Lanc Road & 2 Futurc t ancs)
Zlshared\prcjects\SAo\142000\142079 Fotsom SPIF lmplementationu3 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-15

Page 354 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Estimate
Gost Per Linear Foot
Alder Greek ParkwaY
ACP 7 (Tl=10)
6-Lane Maior Arterial (4 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 8
o
Subgrade Preparation
2" Asphalt Concrete Paving Overlay
6" Asphalt Concrete over l3" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6'AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
20 38
18 2
15 22
16 4
1 SF
SF
SF
LF
SF
SF
SF
LF
LF
Subtotal
Use
$0.64
$1.93
$8.99
$32.12
$7.71
$5.14
$8.99
$1.93
$64.24
$12.85
$73.23
$161.87
$64.23
$1 15.62
$113.05
$143.88
$7.71
$64.24
$756.68
$757.00
Aldcr Crcck ParhvaY
6l-ane Major Arterial (4 L.rne Road & 2 Future krnes)
30'10
bi[r'
? srt
\ #hlir8 inrro'e ntstLr (A(:Y ? _ Ph. I )
l?l
{.

I t9'il l2'1' t2 l9' lt' " -s' .t't2' . 8' I0'
z:\shar6d\prcjects\sAc\142000\142079 Folsom sptF tmptementation\23 SPtF Update\Data\Remaining work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-t7

Page 355 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone lnfrastructure
2023 Remaining Work
Construction Gosf Esti m ate
Cost Per Linear Foot
Alder Greek Parkway
AGP 8 (Tl=7)
2 Lane Collector
Item Description OtV. Unit Unit Gost Per Foot Gost
1 2
3 4
5 6
2" Asphalt Concrete Paving Overlay
Curb & Gutter, Type2 (VerticalCurb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
34 2
15 12
2 1
SF
LF
SF
SF
LF
LF
Subtotal
Use
$1.93
$32.12
$7.71
$8.9e
$1.93
$64.24
$65.52
$64.23
$1 15.62
$107.91
$3.85
$64.24
$421.38
$422.00
Iri'18'
Alder Creek Parkway
Z-lane Collector
56'
!:
\ dltine inpft)"enrqls (Atr S - $. l)
6' €i' 6'8' .t2I2' s',i3,5'
zlshared\projects\sAc\142ooo\142079 Fotsom SptF tmpt€mentation\23 SPIF Updato\Data\Remaining work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-18

Page 356 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone lnfrastructure
2023 Remaining Work
Construction Cosf Esti m ate
Cost Per Linear Foot
Alder Creek Parkway
ACP 9 thru AGP 11 (T l= 7.0)
2 Lane Gollector
Item Description Oty. Unit Unit Gost Per Foot Cost
1 2
3 4
5 6
7 8
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & Irrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
LF
SF
SF
LF
LF
20 34
2 2
15 6
2 1
$0.64
$5.65
$32.12
$23.49
$7.71
$8.9e
$1.93
$64.24
$12.85
$192.1 1
$64.23
$46.99
$1 15.62
$53.e6
$3.85
$64.24
Subtotal
Use
$553.85
$554.00
Alder Creek Parkway
ZLane Collector
5(t 3U30
cNt.
hif,c
ptrlh
bilec&s
a' I lj't)l 3'N'l2 ti'
qpu 2
zlshared\projects\sAc\142ooo\142079 Fotsom SplF tmptementationu3 sPlF update\Data\Remaining work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-19

Page 357 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastru cture
2023 Remaining Work
Construction Cost Esti m ate
Cost Per Linear Foot
ManginiParkway
MP 1A (Tl=7)
2 Lane Gollector
Item Description Aty. Unit Unit Cost Per Foot Gost
1 2
3 4
5 6
7 8
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk W6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
40 34
2 2
15 12
2 1
SF
SF
LF
LF
SF
SF
LF
LF
$0.64
$5.65
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$25.69
$192.11
$64.23
$46.99
$1 15.62
$107.91
$3.85
$64.24
Subtotal
Use
$620.66
$621.00
3{J'30'
Mangini Parkway
2-lane Collcctor
.'5{i
c&*
2e^
lr?e 5
8' 6,t6',t'
c
I 8 121tz' I'
zlshared\prcjects\sAc\142000\142079 Folsom SPtF tmpl€mentationu3 sPlF update\Data\Remaining work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost D-20

Page 358 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Esti m ate
Cost Per Linear Foot
ManginiParkway
MP 1B (Tl=9)
4-Lane Major Arterial
Item Description Oty. Unit Unit Cost Per Foot Gost
1 2
3 4
5 6
7 8
Subgrade Preparation

5.5" Asphalt Concrete over 1 1" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
62 56
2 2
15 12
4 1
SF
SF
LF
LF
SF
SF
LF
LF
Subtotal
Use
$0.64
$6.80
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$39.82
$381.05
$64.23
$46.99
$1 15.62
$107.91
$7.71
$64.24
$827.58
$828.00
Mangini Parkway
4Lane Major Artetial
{
q'_
n'IB' t2 il' . s' ,3r:'1' 11
Z:\Shared\projects\SAc\142000\142079 Fotsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimale\FPA 2023 SPIF Remaining Work Average-Const. Cost D-27

Page 359 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Esti m ate
Gost Per Linear Foot
ManginiParkway
MP 2 Thru MP 4 and MP 8 (Tl=7)
2 Lane Gollector
Item Description Oty. Unit Unit Gost Per Foot Cost
1 2
3 4
5 6
7 8
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type 2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
40 34
2 2
15 12
2 1
SF
SF
LF
LF
SF
SF
LF
LF
$0.64
$5.65
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$25.69
$192.11
$64.23
$46.99
$1 15.62
$107.91
$3.85
$64.24
Subtotal
Use
$620.66
$621.00
3{l'301
Mangini Parlnray
2-lanc Collcctor
Cqlhrnla
IandrcrF
3(S tlp6 3
8' 6.16'*
e
I 8' t2't2 8', 5'. .3'
Z:\Shared\projec.ts\SAc\142OOO\142079 Fotsom SPIF lmplementatlonv3 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost D-22

Page 360 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cost Esti mate
Gost Per Linear Foot
ManginiParkway
MP 7 (Tl=7)
2Lane Collector
Item Description Oty. Unit Unit Gost Per Foot Gost
1 2
3 4
5 6
7 8
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
20 17
1 2
15 12
2 1
SF
SF
LF
LF
SF
SF
LF
LF
$0.64
$5.65
$32.12
$23.49
$7.71
$8.ee
$1.93
$64.24
$12.85
$96.06
$32.12
$46.99
$1 15.62
$107.91
$3.85
$64.24
Subtotal
Use
$479.64
$480.00
3l.l'
Mangini Parkway
2-lane Collector
56 .t tni
8' 6' 16'
q
I t{' l21I t{'
z:\shared\pro.iects\sAc\142ooo\142079 Fotsom SptF lmplementationu3 sPlF update\Data\R€maining work Estimate\FPA 2023 SPIF Remaining Work Average-const. cost D-23

Page 361 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbon e I nfrastru cture
2023 Remaining Work
Construction Cosf Esti mate
Preliminary Gost Per Linear Foot
Oak Avenue ParkwaY
OAP I (Tl=9)
4 Lane Major Arterial
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 8
Subgrade Preparation

5.5" Asphalt Concrete over 1 1" Aggregate Base
Curb & Gutter, fype2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
62 56
2 2
15 12
4 1
LF
LF
SF
SF
LF
LF
Subtotal
$0.64
$6.80
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$39.82
$381.05
$64.23
$46.9e
$1 15.62
$107.91
$7.71
$64.24
SF
SF
Use
$827.58
$828.00
Oak Avenue Parkway
4Lane Major Arterial
1t0'
$&F
qnc 2 rrb
r:rt
in
typr 5
2$S
Z:\Shared\projects\SAo\142OOO\142079 Fotsom SPIF lmplemontation\23 SPIF Update\Data\Remaining Woft Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-24

Page 362 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cost Estimate
Gost Per Linear Foot
Oak Avenue ParkwaY
OAP 2 thru OAP 5 - Phase 1 (Tl=9)
4-Lane Major Arterial (2 Lane Road & 2 Future Lanes)
Item Description aty. Unit Unit Gost Per Foot Cost
1 2
3 4
5 6
7 8
I
Subgrade Preparation

5.5" Asphalt Concrete over 1 1" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
LF
SF
SF
SF
LF
LF
40 34
2 2
15 22
12 2
1 $0.64
$6.80
$32.12
$23.49
$7.71
$5.14
$8.ee
$1.93
$64.24
$25.69
$231.35
$64.23
$46.99
$1 15.62
$1 13.05
$107.91
$3.85
$64.24
Subtotal
Use
$772.94
$773.00
Oak Ar'enue Parlnray
4 Lane Major Arterial (2 tane Road & 2 Future Lanes)
r5'
ll'
r5
s0'
(i
In' l9' t219
Zlshared\prcj6cts\SAo\142OOO\142079 Fotsom SPIF lmpl€mentation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF R€maining Work Average-Const. Cost D-25

Page 363 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cost Esti m ate
Gost Per Linear Foot
East BidwellStreet
EBS 1A (Tl=10)
6-Lane Major Arterial (4 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Gost Per Foot Cost
1 2
3 4
5 6
7 8
I
Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 (Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
62 56
2 2
15 22
12 4
1 SF
SF
LF
LF
SF
SF
SF
LF
LF
Subtotal
Use
$0.64
$8.ee
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$39.82
$503.59
$64.23
$46.99
$115.62
$1 13.05
$107.91
$7.71
$64.24
$1,063.17
$1,064.00
East Bidwell Street
6 Lane Major Arterial (4 Lane Road & 2 Future Lanes)
100' 30'20'
hfrr
t' f1t.
$.
t?. 1l'tr' J ,3're' I IER,
z:\shared\projects\sAc\142OOO\142079 Fotsom SptF tmplementationu3 sPlF update\Data\Remaining work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-26

Page 364 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Constru ction Cost Esti mate
Cost Per Linear Foot
East BidwellStreet
EBS 1B, 2A (Tl=10)
6-Lane Major Arterial (4 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 I
I
Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 (Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" A8
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
31 28
1 2
14 23
6 4

0.5 SF
SF
LF
LF
SF
SF
SF
LF
LF
$0.64
$8.99
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$19.91
$251.79
$32.12
$46.99
$107.91
$1 18.19
$53.e6
$7.71
$32.12
Subtotal
Use
$670.70
$671.00
East Bidwell Street
6 Lane Major Arterial (4 l-ane Road & 2 Future Lanes)
100':0'
bitc
!\i\ln*inrnn*(mrnLr {}:SS ,"-an-
"u.
,, /
T' I I' t2 re l r,.r'
Z:\Shared\poects\SAo\142000V42079 Folsom SPIF lmplementationu3 SPIF Update\Data\Remaining Woft Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-27

Page 365 ends

08/22/2023 Item No.15.

Folsom Plan Area
B ackbo n e I nfrastru ctu re
2023 Remaining Work
Construction Cost Esti mate
Cost Per Linear Foot
East BidwellStreet
EBS 1B,2A (Tl=10)
6-Lane Major Arterial (4 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 8
9 Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 (Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
31 28
1 2
14 23
6 4

0.5 SF
SF
LF
LF
SF
SF
SF
LF
LF
$0.64
$8.ee
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$19.91
$251.79
$32.12
$46.99
$107.91
$1 18.19
$53.e6
$7.71
$32.12
Subtotal
Use
$670.70
$671.00
20 East Bidwell Street
6 Lane Major Arterial (4 Lane Road & 2 Future Lanes)
*"'l1?"*
r\i\tn{inDnrcEunrr (l:BS lts-li- Ph. l)
Z:\Shar€d\pOects\SAo\142OOO\142079 Folsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-28

Page 366 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Co n stru cti o n Cost Esti m ate
Cost Per Linear Foot
East Bidwell Street
EBS 28 (Tl=10)
6-Lane Major Arterial (4 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Cost Per Foot Cost
SF
SF
SF
LF
LF
SF
SF
SF
LF
LF
36 26
30 2
2 14
23 12
4 0.50
1 2
3 4
5 6
7 8
I
1 Subgrade Preparation
3" Asphalt Concrete OverlaY
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 (Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
$0.64
$2.83
$8.9e
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$23.12
$73.60
$269.78
$64.23
$46.99
$107.91
$118.19
$107.91
$7.71
$32.12
Subtotal
Use
$851.56
$852.00
East Bidwell Street
6 Lane Major Arterial (4 Lane Road & 2 Future Lanes)
**"ll]?*"'
2(I
ciiditr{ imtmwnrcnlr (Eas 28 - n. l) /
biLe
zlshared\projects\sAc\142ooo\142079 Fotsom SptF tmplementation\23 SPIF Updat€\Data\Remaining work Estimate\FPA 2023 SPIF Remaining Work Average-const cost D-29

Page 367 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Constructio n Cost Esti mate
Gost Per Linear Foot
East BidwellStreet
EBS 3A (Tl=10)
6-Lane Major Arterial
Item Description Oty. Unit Unit Gost Per Foot Gost
1 2
3 4
5 6
7 8
I
Subgrade Preparation
3" Asphalt Concrete Overlay
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk W6" AB
Signing & Striping (6-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF58
26 52
2 2
15 12
6 1
SF
SF
LF
LF
SF
SF
LF
LF
Subtotal
Use
$0.64
$2.83
$8.9e
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$37.26
$73.60
$467.62
$64.23
$46.99
$1 15.62
$107.91
$11.56
$64.24
$989.03
$990.00
East Bidwcll Strcct
6 Lanc Major Artcrial
di{irFinrno}rn$h(Frl3d - Fh l)
u
tt
I il' I I') I' il t2'T 5' t2'6', I
Zlshared\prcjects\SAo\142000\142079 Fotsom SPtF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost D-30

Page 368 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Co nstru cti o n Co st Esti m ate
Gost Per Linear Foot
East Bidwell Street
EBS 38 (Tl=10)
6-Lane Major Arterial
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 8
9 Subgrade Preparation
3" Asphalt Concrete OverlaY
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (6-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
SF
LF
LF
SF
SF
LF
LF
50 34
44 2
2 15
12 6
1 $0.64
$2.83
$8.99
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$32.12
$96.24
$395.68
$64.23
$46.99
$115.62
$107.91
$11.56
$64.24
Subtotal
Use
$934.59
$935.00
East Bidwell Street
6 Lane Major Arterial
6',s
(t
xllt II 1tr' 1t:3' 5
IdsbfturFowcnlittrS 38 ' h.1)
Ztshared\prcjects\SAc\142OOO\142079 Folsom SPIF lmpl€mentation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost D-31

Page 369 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Co n stru cti o n Cost Esti m ate
Gost Per Linear Foot
East BidwellStreet
EBS 4 (Tl=10)
6-Lane Major Arterial
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 8
Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk W6" AB
Signing & Striping (6-lanes)
Street Lights (Type A, 220' spacing, both sides)
84 78
2 2
15 12
6 1
SF
SF
LF
LF
SF
SF
LF
LF
$0.64
$8.99
$32.12
$23.49
$7.71
$8.e9
$1.93
$64.24
$53.96
$701.43
$64.23
$46.99
$115.62
$107.91
$11.56
$64.24
Subtotal
Use
$1,165.94
$1,166.00
East Bidwell Street
6 Lanc Major Artcrial
mdidn bIo c&g
IID
R'R
(i
s'li 1t'1)''|.l 1'3' lt
z:\shar€d\prcjec1s\sAc\142000\142079 Fotsom SPtF tmplomentationu3 sPlF update\Data\Remaining work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-32

Page 370 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Estimate
Gost Per Linear Foot
Savannah Parkway
SP 1, SP 2, SP 3 (Tl=9)
4-Lane Minor Arterial (2 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Gost Per Foot Cost
40 34
2 2
15 22
12 2
1 1
2 3
4 5
6 7
8 9
Subgrade Preparation

5.5" Asphalt Concrete over 11" Aggregate Base
Curb & Gutter, fype2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
LF
SF
SF
SF
LF
LF
Subtotal
Use
$0.64
$6.80
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$25.6e
$231.35
$64.23
$46.99
$1 15.62
$1 13.05
$107.91
$3.85
$64.24
$772.94
$773.00
gt2'l1'
c,
5 .3'1elrv
Savannah ParkwaY
4I-ane Minor Arterial (2 l,ane Road & 2 Future Lanes)
t5t5'
Z:\Shared\prcjects\SAo\142000\142079 Fotsom SPIF tmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost D-33

Page 371 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbon e I nfrastructu re
2023 Remaining Work
Construction Cost Esti m ate
Cost Per Linear Foot
Empire Ranch Road - Phase 1
ERR 1 thru ERR 3 (Tl=10)
4 Lane Major Arterial (2 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Cost Per Foot Cost
I
2 3
4 5
6 7
8 I
Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
LF
SF
SF
SF
LF
LF
40 34
2 2
15 22
6 2
1 $0.64
$8.ee
$32.12
$23.49
$7.71
$5.14
$8.99
$1.e3
$64.24
$25.69
$305.75
$64.23
$46.e9
$1 15.62
$1 13.05
$53.96
$3.85
$64.24
Subtotal
Use
$793.39
$794.00
Empire Ranch Road
4 lane Major Arterial (2 Lane Road & 2 Future Lanes)
I l'
ra .Jl (i1:
o.

Ita 19'.J d t'
Zlshared\prcjects\SAc\142000\142079 Fotsom SPIF lmplementation\23 SPIF Updat€\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Av€rage-Const. Cost D-34

Page 372 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Esti m ate
Cost Per Linear Foot
Empire Ranch Road 'Phase 1
ERR 4, ERR 5 (Tl=10)
6 Lane Major Arterial (4 Lane Road & 2 Future Lanes)
Item Description aty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 8
o
Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk W6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
LF
SF
SF
SF
LF
LF
62 56
2 2
15 22
12 4
1 $0.64
$8.e9
$32.12
$23.49
$1.93
$5.14
$8.9e
$1.e3
$64.24
$39.82
$503.59
$64.23
$46.99
$28.e0
$1 13.05
$107.91
$7.71
$64.24
Subtotal
Use
$976.46
$977.00
Empire Ranch Road
4 Lane Major Arterial (2 Lane Road & 2 Future Lanes)
€
Itl IE t3 1tta t9R'
Z:\Shared\prcjects\SAo\142000\142079 Fotsom SPtF lmpl€montation93 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-35

Page 373 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastru cture
2023 Remaining Work
Construction Cosf Esti mate
Gost Per Linear Foot
Rowberry Drive
ROW 1- 2 (Tl=9)
4-Lane Major Arterial
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 8
Subgrade Preparation

5.5" Asphalt Concrete over 11" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
62 56
2 2
15 12
4 1
SF
SF
LF
LF
SF
SF
LF
LF
$0.64
$6.80
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$39.82
$381.05
$64.23
$46.99
$1 15.62
$107.91
$7.71
$64.24
Subtotal
Use
$827.58
$828.00
bike
Rowberry Road
4 Lane Major Arterial
rlTr 5rilr[
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Esti m ate
Cost Per Linear Foot
Westwood Drive
WWD 1 (Tl=9)
4-Lane Minor Arterial (2 Lane Road & 2 Future Lanes)
Item Description Oty. Unit Unit Gost Per Foot Gost
1 2
3 4
5 6
7 8
I
Subgrade Preparation

5.5" Asphalt Concrete over 1 1" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk W6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
LF
SF
SF
SF
LF
LF
40 34
2 2
15 22
12 2
1 $0.64
$8.e9
$32.12
$23.49
$7.71
$5.1 4
$8.99
$1.93
$64.24
$25.69
$305.75
$64.23
$46.99
$1 15.62
$113.05
$107.91
$3.85
$64.24
Subtotal
Use
$847.35
$848.00
Westr",ood Drive
4 Lane Minor Arterial (?Lane Road & 2 Fulure Lanes)
15,
tf
.&g bk
Ppc 2
il' ll'
v.

I t2t1: t9' f ,3'9'
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cost Esti mate
Cost Per Linear Foot
Westwood Drive
WWD 2 (Tl=7)
2-Lane Collector
Item Description Oty. Unit Unit Gost Per Foot Cost
1 2
3 4
5 6
7 8
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6'AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
40 34
2 2
11 12
2 1
SF
SF
LF
LF
SF
SF
LF
LF
$0.64
$5.65
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$25.69
$192.11
$64.23
$46.99
$84.79
$107.91
$3.85
$64.24
Subtotal
Use
$589.82
$5e0.00
Westwood Drive
LI;tne Collector
'I lt'
17' 13
E.
rl6
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cost Esti m ate
Cost Per Linear Foot
Westwood Drive
WWD 3 (Tl=7)
2Lane Collector
Item Description Oty. Unit Unit Gost Per Foot Cost
1 2
3 4
5 6
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type 2 (VerticalCurb)
PCC Sidewalk w/6" A8
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
SF
LF
LF
40 34
2 10
2 1
$0.64
$5.65
$32.12
$8.99
$1.93
$64.24
$25.69
$192.11
$64.23
$8e.93
$3.85
$64.24
Subtotal
Use
$440.06
$441.00
Westu,ood Drive
2 Lane Collector
40l5'
q.
tl L l2 5' .3'
l5'
${l}.

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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Esti mate
Gost Per Linear Foot
Placerville Road
PR 4 (Tl=7)
2 Lane Gollector
Item Description Oty. Unit Unit Gost Per Foot Gost
1 2
3 4
5 6
7 Subgrade Preparation
Demo Existing RoadwaY
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
PCC Sidewalk W6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
40 22
34 2
12 2
1 SF
SF
SF
LF
SF
LF
LF
Subtotal
Use
$0.64
$1.28
$5.65
$32.12
$8.9e
$1.93
$64.24
$25.6e
$28.26
$192.11
$64.23
$107.91
$3.85
$64.24
$486.31
$487.00
Placerville Road
2 Lane Incal Street
40l6'
Gniltr (:wiilrt
(ltg bft! hft rlig
$aF
E
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08/22/2023 Item No.15.

Folsom Plan Area
Bac kbo n e I nfrastru ctu re
2023 Remaining Work
Construction Cosf Estimate
Gost Per Linear Foot
Russell Ranch Road
RRR 1B(Tl=7)
2 Lane Collector
Item Description Oty. Unit Unit Gost Per Foot Cost
1 2
3 4
5 6
Subgrade Preparation
4" Asphalt Concrete over l2" Aggregate Base (1)
Curb & Gutter, Type2 (Vertical Curb)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
SF
LF
LF
40 34
2 5
2 1
$0.64
$6.68
$32.12
$8.99
$1.93
$64.24
$25.69
$227.28
$64.23
$44.96
$3.85
$64.24
Subtotal
Use
$43O.27
$431.00
R$
Russell Ranch Road
ZLane Local Street
,+5'
Boj
R.'F'

12.5 PUrr I /..i PLllr
lardscape
c&g rm"cl hnu
-
l.ryt
Lm*tl hnu walk
E.
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08/22/2023 Item No.15.

Folsom Plan Area
Backhone I nfrastru cture
2023 Remaining Work
Construction Cosf Esti m ate
Gost Per Linear Foot
Scenic Vista Gourt
SVG 1 (Tl=6)
2 Lane Residential Road
Item Description Oty. Unit Unit Cost Per Foot Cost
1 2
3 4
5 6
7 Subgrade Preparation
3" Asphalt Concrete over 10.5" Aggregate Base (1)
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
SF
SF
LF
LF
SF
LF
LF
39 35
2 2
10 2
I
$0.64
$4.88
$32.12
$23.49
$8.99
$1.93
$64.24
$25.05
$170.71
$64.23
$46.e9
$89.93
$3.85
$64.24
Subtotal
Use
$465.01
$466.00
tal l3
t
5' 7'
Scenic Vista Cr:urt
2Lane Residential
3v 19.5l9.t
Flrking lancl-
Note: (1) Pavement section is based on Geotechnical Engineering Study for Russell Ranch South Folsom California F*inB
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cost Estim ate
Cost Per Linear Foot
Sewer Pipe Line Access Road
AGP lthru 6, OAP 2thru4, MP 2-3, SS 1-2
1-Lane Access Road
Item Description Aty. Unit Unit Gost Per Foot Gost
SF
SF
1 2
Subgrade Preparation
3" Asphalt Concrete over 7.5" Aggregate Base
16 16
$0.64
$4.63
$10.28
$74.03
Subtotal
Use
$84.31
$85.00
Sewer Line Access Road
DPc' rd' 4'
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Co nstru cti o n Co st Esti m ate
Cost Per Linear Foot
Placeruille Road Utility Gorridor
PRG 14
1-Lane 69kV Access Road
Item Description Aty. Unit Unit Cost Per Foot Cost
.64
.63
$0
$4
1 2
Subgrade Preparation
3" Asphalt Concrete over 8" Aggregate Base
15 12
SF
SF
$9.63
$55.52
Subtotal $65.16
$66.00Use
69 kV Access Road
tsP HP12'
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08/22/2023 Item No.15.

Folsom Plan Area
Backhone I nfrastructure
2023 Remaining Work
Construction Cosf Esti m ate
lntercection No. 1
Alder Creek Parkway & Oak Avenue Parkway lntercection

ACP / OAP
6-Lane Ultimate (4 Lane Road & 2 Future) / 4 Lane Road
Item Description Oty. Unit Unit Cost TotalCost
1 2
3 4
5 6
7 8
I
10 Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 (Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
to
a-qo
ACP 3
103,000
93,000
3,200
3,200
14,000
18,000
14,400
6,400
1,600
1 $0.64
$8.ee
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$385,432
$66,160.30
$836,317.57
$102,773.28
$75,181.27
$107,91 1 .94
$92,495.95
$129,494.33
$12,332.79
$102,790.70
SF
SF
LF
LF
SF
SF
SF
LF
LF
LF $385 .432,46
i
I
I
i
I
I
I
I
I
l
I
t
Total
ACP 4
$1,910,89{.00
\t
o.
o
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Constructi on Cosf Esti mate
lntersection No. 2
Alder Greek Parkway & Rowberry Drive lntersection

ACP / ROW
6-Lane Ultimate (4 Lane Road & 2 Future) / 4 Lane Road
Item Description Oty. Unit Unit Cost Total Cost
1 2
3 4
5 6
7 8
I
10 Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6'AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
77,000
70,000
2,500
2,400
11,000
18,000
12,000
4,800
1,200
1 $0.64
$8.99
$32.12
$23.49
$7.71
$5.1 4
$8.99
$1.93
$64.24
$321,194
$49,459.64
$629,486.34
$80,291.63
$56,385.95
$84,787.96
$92,495.95
$107,911.94
$9,249.60
$77,093.02
321 193.72
$1,508,356.00
SF
SF
LF
LF
SF
SF
SF
LF
LF
LF
=o
cc
Total
P 5Ac
A oPj---
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08/22/2023 Item No.15.

Folsom Plan Area
Backbon e I nfrastru ctu re
2023 Remaining Work
Constru ction Cosf Esti m ate
lntersection No. 3
Alder Greek Parkway / Residential Street
AGP at Residential Street
6-Lane Ultimate (4 Lane Road & 2 Future)
Item Description Oty. Unit Unit Gost TotalGost
1 2
3 4
5 6
7 8
I
10 Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk W6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
ACP 5
11,000
10,000
300
350
1,100
2,100
1,550
500
120
1 SF
SF
LF
LF
SF
SF
SF
LF
LF
LF
$0.64
$8.99
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$321,194
$7,065.66
$89,926.62
$9,635.00
$8,222.95
$8,478.80
$10,791.19
$13,938.63
$963.50
$7,709.30
$321 193.72
Total
ACP 6
$477,926.00
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructu re
2023 Remaining Work
Construction Gost Esti m ate
lntersection No' 4
Alder Creek ParkwaY
ACP / Gollector Road (W. of East BidwellSt.)
6-Lane Ultimate (4 Lane Road & 2 Future)
Item Description Oty. Unit Unit Cost TotalGost
1 2
3 4
5 6
7 8
9 10
Subgrade Preparation
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
12,000
11,000
300
350
1,600
2,400
1,630
600
130
1 $0.64
$8.99
$32.12
$23.49
$7.71
$5.14
$8.ee
$1.93
$64.24
$321,194
$7,708.00
$98,919.28
$9,635.00
$8,222.95
$12,332.79
$12,332.79
$14,658.04
$1,156.20
$8,351.74
$321,193.72
SF
SF
LF
LF
SF
SF
SF
LF
LF
LF
$494,511.00Total
A CP 6
"i,
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08/22/2023 Item No.15.

Folsom Plan Area
Backbo ne I nf rastructure
2023 Remaining Work
Construction Cosf Estimate
lntercection No.5
Alder Creek Parkway & East Bidwell Street lntercection

ACP / EBS
6-Lane Uttimate (4 Lane Road & 2 Future) / 6-Lane Ultimate (4 Lane Road & 2 Future) Item Description Qtv. Unit Unit Gost TotalGost
1 Subgrade Preparation
2 2" Asphalt Concrete Paving Overlay
3 3" Asphalt Concrete Paving Overlay
4 6" Asphalt Concrete over 13" Aggregate Base
5 Curb & Gutter, Type 2 (VerticalCurb)
6 Median Curb, Type 5 ( Barrier Curb)
7 Median Landscaping & lrrigation (CNL & Street Trees)
8 Median Landscaping & lrrigation (Future Travel Lanes) I PCC Sidewalk w/6" AB
10 Signing & Striping (4-lanes)
11 Street Lights (Type A, 220' spacing, both sides)
12 Traffic Signals
Note: Grey Hatch Area Represents Exisitng lmprovements
137,700
18,350
15,300
127,700
3,200
2,300
8,820
16,170
21,600
6,800
1,700
1 $0.64
$1.93
$2.83
$8.99
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$385,432.46
$88,449.25
$35,360.43
$43,308.49
$1,148,362.94
$102,773.28
$54,036.54
$67,984.52
$83,092.20
$194,241.50
$13,103.59
$109,215.12
LF
SF
SF
SF
SF
LF
SF
SF
SF
LF
LF
EA
Total
$385 .432.46
$2,325,361.00
!
6 n
7A
G
c)
s
(:ll
ll n r
D-49

Page 387 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cost Esti m ate
lntercection No.6
Alder Greek Parkway & Westwood Drive lntersection

ACP / WWD
6-Lane Ultimate (4 Lane Road & 2 Future) to 2 Lane Road / 4-Lane Ultimate (2 Lane Road & 2 Future) Item Description Oty. Unit Unit Gost Total Cost
1 2
3 4
5 6
7 8
9 10
11 12
Subgrade Preparation
2" Asphalt Concrete Paving Overlay
4" Asphalt Concrete over 8.5" Aggregate Base
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
86,000
35,000
48,000
28,000
3,300
2,300
21,200
7,700
20,900
6,400
1,600
1 SF
SF
SF
SF
LF
LF
SF
SF
SF
LF
LF
EA
$0.64
$1.e3
$5.65
$8.99
$32.12
$23.49
$7.71
$5.14
$8.e9
$1.93
$64.24
$385,432
$55,240.64
$67,444.97
$271,216.94
$251,794.54
$105,984.95
$54,036.54
$163,409.52
$39,567.71
$187,946.64
$12,332.79
$102,790.70
$385 .432.46
$1,697,199.00Note: Grey Hatch Area Represents Exisitng lmprovements Total I
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone lnfrastructure
2023 Remaining Work
Construction Cosf Estimate
lntercection No.7
Alder Creek Parkway & Empire Ranch Road Intersection

ACP / ERR
2-Lane Gollector I 2Lane Major Arterial (Future 4 and 6Jane) Item Description Oty. Unit Unit Gost TotalCost
1 2
3 4
5 6
8 I
10 11
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
Note: Grey Hatch Area Represents Exisitng lmprovements
86,000
5,000
75,000
1,920
1,880
1,920
3,970
4,300
1,100
1 SF
SF
SF
LF
LF
SF
SF
LF
LF
EA
$0.64
$5.65
$8.99
$32.12
$23.49
$7.71
$8.9e
$1.93
$64.24
$385,432
$55,240.64
$28,251.77
$674,449.65
$61,663.97
$44,168.99
$14,799.35
$35,700.87
$8,286.10
$70,668.61
$1,378,663.00Total
'tl
-)
ll
h
l1
ll
ll
ll
lt
It
Z:\Shared\prcjects\SAc\142000\142079 Fotsom SPIF lmpl€mentation\23 SPIF Update\Data\R€maining Work Estimate\FPA 2023 SPIF Remaining WorkAverage-Const Cost D-51

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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Co nstruction Cost Esti m ate
lntercection No.8
Gollector Road North of Mangini Parkway
PGR lntersection
2 Lane Road
Item Description Oty. Unit Unit Cost Total Cost
1 2
3 4
5 6
7 I
o
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
21,000
21,000
800
800
4,500
9,000
1,600
400
1 $0.64
$5.65
$32.12
$23.49
$7.71
$8.9e
$1.93
$64.24
$321 ,194
$13,488.99
$118,657.41
$25,693.32
$18,795.32
$34,685.98
$80,933.96
$3,083.20
$25,697.67
$321,193.72
SF
SF
LF
LF
SF
SF
LF
LF
EA
Total $642,230.00
North of Manglnl Parkway
llt
b$ro:q.
xi
oi
ols'qt'
[
I
'l ll l. llr
.!
l'
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08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Constructi on Cost Esti m ate
lntersection No. 9
Prairie Gity Road & Mangini Parkway
MP 1A
2 Lane Road
Item Description Oty. Unit Unit Cost TotalGost
SF
SF
LF
LF
SF
SF
LF
LF
EA
1 2
3 4
5 6
7 8
I
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base
Curb & Gutter, Type 2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
MPI
$0.64 $10,277.33
$5.65 $79,104.94
$32.12 $25,693.32
$23.49 $18,795.32
$7.71 $69,371.96
$8.99 $43,164.78
$1.93 $1,541.60
$64.24 $51,395.35
$321,194 $321,193.72
$620,539.00
'16,000
14,000
800
800
9,000
4,800
800
800
1 Total
$t
eo\
{LI
lr
i
)
i
1 i,t
lf ,
to
o_
Z:\Shared\prcjects\SAc\142OOO\142079 Folsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost D-53

Page 391 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastru cture
2023 Remaining Work
Construction Cost Esti mate
lntersection No. 10
Mangini Parkway & Oak Avenue Parkway lntersection

MP /OAP
2 Lane Road / 4 Lane Road
Item Description
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base Paving
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, fype 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
Oty. Unit Unit Gost Total Cost
1 2
3 4
5 6
7 I
I
10 125,400
17,000
98,200
3,400
3,200
14,200
19,200
4,800
1,600
1 $0.64
$5.65
$8.9e
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$385,432.46
$80,548.56
$96,056.00
$883,079.41
$109,196.61
$75,181.27
$109,453.54
$172,659.11
$9,249.60
$102,790.70
$385,432.46
SF
SF
SF
LF
LF
SF
SF
LF
LF
EA
Total
,iP 2t
et
I
6 I
I
I
L
I
I
t
I
I
I
I
I
I
I
I
I
I
I
I
I
I
l
$2,023,648.00
Zjshared\poec{s\SAc\142OOO\142079FotsomSPtFlmplementation\23SPIFUpdate\Data\RemainingWorkEstimate\FPA2023SPIFRemainingWorkAverage-Const Cost D-54

Page 392 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbon e I nfrastructure
2023 Remaining Work
Construction Cosf Esti m ate
lntersection No' 11
East Bidwell Street & Savannah Parkway lntersection
EB/SP
6-Lane Road / 4-Lane Ultimate (2 Lane Road & 2 Future)
Item Description aty. Unit Unit Cost TotalCost
1 2
3 4
5 6
7 8
I
10 11
12 Subgrade Preparation
3" Asphalt Concrete OverlaY
4" Asphalt Concrete over 8.5" Aggregate Base Paving
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" A8
Signing & Striping (6-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
67,600
23,400
17,000
44,600
2,400
2,400
16,900
18,400
14,400
4,800
1,200
1 $0.64
$2.83
$5.65
$8.99
$32.12
$23.4e
$7.71
$5.14
$8.99
$1.93
$64.24
$385,432.46
$43,421.71
$66,236.51
$96,056.00
$401,072.73
$77,079.96
$56,385.95
$130,265.13
$94,551.42
$129,494.33
$9,249.60
$77,093.02
$385 ,432.46
$1,566,339.00
SF
SF
SF
SF
LF
LF
SF
SF
SF
LF
LF
EA
Note: Grey Hatch Area Represents Exisitng lmprovements Total a
o
n
et
5 n
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Page 393 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Esti mate
lntercection No. 12
Savannah Parkway & Westwood Drive lntersection
sP / wwD
4-Lane Ultimate (2 Lane Road & 2 Future) / 4-Lane Ultimate (2 Lane Road & 2 Future) Item Description OtV. Unit Unit Cost TotalGost
1 2
3 4
5 6
7 8
I
10 Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base Paving
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
54,000
47,000
2,400
2,400
14,000
18,000
14,400
2,400
1,200
1 SF
SF
LF
LF
SF
SF
SF
LF
LF
EA
$0.64
$5.65
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$321,193.72
$34,685.98
$265,566.59
$77,079.96
$56,385.95
$107,911.94
$92,495.95
$129,494.33
$4,624.80
$77,093.02
$321,193.72
$1,166,533.00Total
sP4 sP3
o
==
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Page 394 ends

08/22/2023 Item No.15.

Folsom Plan Area
B ackbo n e I nfrastru ctu re
2023 Remaining Work
Construction Cosf Esti m ate
lntercection No. 13
East Bidwell Street & Mangini Parkway lntersection

EBS / MP
4-Lane Road / 2 Lane Road
Item Description aty. Unit Unit Cost Total Cost
1 2
3 4
5 6
7 8
I
10 11
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base Paving
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (6-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
58,000
18,000
34,000
1,700
1,700
6,900
18,900
9,800
2,400
1,000
1 $0.64
$5.65
$8.99
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$385,432.46
$37,255.31
$101,706.35
$305,750.51
$54,598.31
$39,940.05
$53,1 85.1 7
$97,120.75
$88,128.09
$4,624.80
$64,244.19
$385,432.46
SF
SF
SF
LF
LF
SF
SF
SF
LF
LF
EA
Note: Grey Hatch Area Represents Exisitng lmprovements Total $1,231,986.00 -____-uE-4
J
zlshared\prcjecrs\sAc\142000\1 42079 Fotsom sptF tmptementation\23 SPtF Update\Data\Remaining work Estimate\FPA 2023 SPIF R€maining Work Average-Const. Cost D-57

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08/22/2023 Item No.15.

Folsom Plan Area
Backbon e Infrastructure
2023 Remaining Work
Co nstru cti o n Co st Esti m ate
lntersection No. 14
Savannah Parkway & Mangini Parkway Intersection
SP/MP
4-Lane Ultimate (2 Lane Road & 2 Future)
Item Description Oty. Unit Unit Gost TotalCost
1 2
3 4
5 6
7 8
I
10 Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base Paving
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
Note: Grey Hatch Area Represents Exisitng lmprovements
75,000
66,000
3,000
3,300
15,900
17,600
3,000
3,200
1,600
1 SF
SF
LF
LF
SF
SF
SF
LF
LF
EA
$0.64
$5.65
$32.12
$23.49
$7.71
$5.14
$8.s9
$1.93
$64.24
$385,432.46
$48,174.98
$372,923.30
$96,349.95
$77,530.68
$122,557.14
$90,440.49
$26,977.99
$6,166.40
$102,790.70
$385,432.46
$1,329,345.00Total
L
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Page 396 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Construction Cosf Estim ate
lntersection No. 15
Empire Ranch Road & Mangini Parkway lntersection

MP / ERR
4-Lane Ultimate (2-Lane Road & 2 Future)
Item Description Oty. Unit Unit Gost Total Gost
I
2 3
4 5
6 7
8 I
10 11
Subgrade Preparation
4" Asphalt Concrete over 8.5" Aggregate Base Paving
6" Asphalt Concrete over 13" Aggregate Base
Curb & Gutter, Type 2 (Vertical Curb)
Median Curb, TyPe 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
Median Landscaping & lrrigation (Future Travel Lanes)
PCC Sidewalk w/6" AB
Signing & Striping (2-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
?
65,530
16,000
42,000
2,510
2,400
13,200
17,800
10,830
2,400
1,200
1 $0.64
$5.65
$8.99
$32.12
$23.49
$7.71
$5.14
$8.99
$1.93
$64.24
$385,432.46
$42,092.08
$90,405.65
$377,691.80
$80,612.79
$56,385.95
$101 ,745.55
$91,468.22
$97,390.53
$4,624.80
$77,093.02
$385 432.46
$1,404,943.00
SF
SF
SF
LF
LF
SF
SF
SF
LF
LF
EA
Total
7 Z:\Shared\prcjec1s\SAc\142000\142079 Folsom SPtF lmplem€ntation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost D-59

Page 397 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Co nstru cti o n Cost Esti m ate
lntercection No.16
Mangini Parkway & High SchoolAccess lntersection
MP 1B / High SchoolAccess
4-Lane Road
Item Description aty. Unit Unit Cost TotalGost
I
2 3
4 5
6 7
8 9
Subgrade Preparation

5.5" Asphalt Concrete over 1 1" Aggregate Base Paving
Curb & Gutter, Type2 (VerticalCurb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk W6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
54,400
49,000
1,800
1,600
6,300
10,800
3,200
800
1 SF
SF
LF
LF
SF
SF
LF
LF
EA
$0.64
$6.80
$32.12
$23.49
$7.71
$8.9e
$1.93
$64.24
$385,432.46
$34,942.92
$333,414.38
$57,809.97
$37,590.63
$48,560.37
$97,120.75
$6,166.40
$51,395.35
$385,432.46
$1,052,434.00Total
Zlshared\projects\SAc\142OOO\142079 Fotsom SPtF lmptementationus SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost D-60

Page 398 ends

08/22/2023 Item No.15.

Folsom Plan Area
Backbone I nfrastructure
2023 Remaining Work
Constructio n Cost Esti m ate
lntersection No. 17
Oak Avenue Parkway & High School Access lntersection
OAP 1 / High School Access
4 Lane Major Arterial
Item Description OtV. Unit Unit Cost TotalCost
1 2
3 4
5 6
7 8
I
Subgrade Preparation

5.5" Asphalt Concrete over 11" Aggregate Base Paving
Curb & Gutter, fype 2 (Vertical Curb)
Median Curb, Type 5 ( Barrier Curb)
Median Landscaping & lrrigation (CNL & Street Trees)
PCC Sidewalk W6" AB
Signing & Striping (4-lanes)
Street Lights (Type A, 220' spacing, both sides)
Traffic Signals
62,000
56,600
1,800
1,600
6,300
10,800
3,200
800
1 SF
SF
LF
LF
SF
SF
LF
LF
EA
$0.64
$6.80
$32.12
$23.49
$7.71
$8.99
$1.93
$64.24
$385,432.46
$39,824.65
$385,127.63
$57,809.97
$37,590,63
$48,560.37
$97,120.75
$6,166.40
$51,395.35
$385,432.46
$1,109,029.00Total
q.
s
Z:\Shared\prcjects\SAc\'t42OO0\142079FotsomSPIFlmplementation\23SPIFUpdate\Data\RemainingWorkEstimate\FPA2023SPIFRemainingWorkAverag€-Const Cost D-61

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08/22/2023 Item No.15.

Apperuorx E:

Dry Utility
Construction Cost Estimates

Page 400 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone I nfrastructure
2023 Remaining Work
Constru ction Cosf Esti m ate
Roadway
TotalRemaining
Gonstruction
Budget
Backbone Dry Utility System Summary
Alder Creek Parkway
Prairie City Road
Oak Avenue Parkway
Empire Ranch Road
Rowberry Drive
Mangini Parkway
Savannah Parkway
Subtotal Backbone Roadways Dry Utility
System Summary
Electrical Transmission System - 69KV Pole Relocation
Alder Creek Parkway
Total Backbone Dry UtilitY SYstem
$4,209,938.92
$5,835,656.58
$2,879,323.22
$1,291,526.02
$573,297,64
$2,130,613.62
$397,877.97
$17,318,233.97
$1,497,427.27
$18,815,661.24
E-1

Page 401 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
B a c kb o n e I nf ra stru ctu re
2023 Remaining Work
Construction Cosf Estimate
Section Description
ACP 1-DU Alder Creek Parkway (Sta 379+00 to Sta 389+00) ACP 2-DU Alder Creek Parkway (Sta 389+00 to Sta 400+30) ACP 3-DU Alder Creek Parkway (Sta 400+30 to Sta 418+40) ACP 4-DU Alder Creek Parkway (Sta 418+40 to Sta 442+00) ACP 5-DU Alder Creek Parkway (Sta 442+00 to Sta 466+70) ACP 6-DU Alder Creek Parkway (Sta 466+70 to Sta 493+50) ACP 11B-DU Alder Creek Parkway (Sta 563+70 to Sta 568+20) Prairie Gity Road
Oty. Unit Const.

Cost
$231,262
$261,326
$418,584
$545,778
$573,529
$622,094
$39,314
$518,026
$501,838
$763,163
$420,896
$950,485
$242,825
$555,028
$541,152
$217,386
Percent
Complete
SMUD
Contract
Costs (50%)
Soft Costs
(15Vol
Gontingency
(2oo/ol
Total
Remaining
Construction
Budget
Unit
Gost
Backbone Dry Utility System (Natural Gas, Electrical, Telecommunications & Broadband) Alder Creek Parkway
LF $231.26
LF $231.26
LF $231.26
LF $231.26
LF $231.26
LF $231.26
LF $231.26
LF $231.26
LF $231.26
LF $231.26
LF $231.26
LF $231.26
PCR 1-DU
PCR 2-DU
PCR 3-DU
PCR 4-DU
PCR 5-DU
Oak Avenue Parkway
OAP 2.DU
OAP 3-DU
OAP 4-DU
OAP 5-DU
Prairie City Road (Sta 99+40 to Sta 121+80)
Prairie City Road (Sta 121+80 to Sta 143+40)
Prairie City Road (Sta 143+40 to Sta 176+30)
Prairie City Road (Sta 1 76+30 to Sta 194+50)
Prairie City Road (Sta 194+50 to Sta 235+50)
1,000
'1 ,1 30
1,810
2,360
2,480
2,690
170
2,240
2,170
3,300
1,820
4,110
1,050
2,400
2,340
940

0.00%

66.91%

0.00%
$115,631
$130,663
$209,292
$272,889
$286,764
$102,925
$19,657
$259,013
$250,919
$381,582
$210,448
$475,243
$121,412
$277,514
$270,576
$108,693
$34,689
$39,1 99
$62,788
$81,867
$86,029
$30,878
$5,897
$77,704
$75,276
$114,475
$63,1 34
$142,573
$36,424
$83,254
$81,1 73
$32,608
s46,252
$52,265
$83,717
$1 09,1 56
$114,706
$41,170
$7,863
$103,605
$100,368
$152,633
$84,1 79
$190,097
$48,565
$111,006
$108,230
$43,477
$427,834
$483,452
$774,380
$1,009,688
$1,061,028
$380,824
$72,732
$958,348
$928,400
$1,411,852
$778,658
$1,758,398
$449,226
$1,026,802
$1,001,132
$402,164
0 00%

0.00%

0.00%
Oak Avenue Parkway (Sta 1 19+00 to Sta 129+50)
Oak Avenue Parkway (Sta 129+50 to Sta 153+50)
Oak Avenue Parkway (Sta 153+50 to Sta 176+90)
Oak Avenue Parkway (Sta 176+90 to Sta 186+20)
LF $231.26
LF $231.26
LF $231.26
LF $231.26
Z:\Shared\Prcjects\SAc\142000\142079 Folsom SPIF lmplementationU3 SPIF Update\Data\Remining Wo* Estimte\FPA 2023 SPIF Remaining rivork AveEge-Const. Cosl E-2

Page 402 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Ba ckbo ne I nf rastructu re
2023 RemainingWo*
C o n stru cti o n Cost Esti m ate
Section Description Aty. Unit
Backbone Dry Utility System (Natural Gas, Electrical, Telecommunications & Broadband)(Continued) Empire Ranch Road
Unit
Gost
Const.

Gost
$548,090
$254,388
$194,260
$129,507
Percent
Gomplete
SMUD
Contract
Costs (50%)
Soft Costs
(1svol
Gontingency
(20olol
Total
Remaining
Construction
Budget
ERR,l-DU
ERR 3-DU
ERR 4-DU
ERR 5-DU
Empire Ranch Road (Sta 105+70 to Sta 129+30)
Empire Ranch Road (Sta 145+80 to Sta 156+70)
Empire Ranch Road (Sta 156+70 to Sta 165+00)
Empire Ranch Road (Sta 165+00 to Sta 170+60)
2,370
1,100
840
560
LF $231.26
LF $231.26
LF $231.26
LF $231.26

82.49%

0.00%

0.00%
$47,985
9127,194
$97,130
$64,753
$80,942
$74,004
$337,642
$238,200
$353,319
$51,391
$s8,791
$38,1 58
$29,1 39
$19,426
$24,282
$22,201
$101,293
$71,460
$105,996
$15,417
$19,194
$50,878
$38,852
$25,901
$135,057
$95,280
$141,328
$20,556
$221,941
$470,617
$359,381
$239,587
$299,484
$273,814
$1,249,275
$881,338
$1,307,281
$190,147
s1,497,427
Rowberry Drive
ROW 1-DU Rowberry Drive (Sta ',l00+60 to Sta 107+50)
ROW 2-DU Rowberry Drive (Sta 107+50 to Sta 113+90)
Mangini Parkway
MP 1A-DU Mangini Parkway (Sta 100+60 to Sta 129+70)
MP 1B-DU Mangini Parkway (Sta 129+70 to Sta 150+20)
Savannah Parkway
SP 1-DU Savannah Parkway (Sta 170+20 to Sta 183+90)
$32,377
$29,601
700
640
LF $231.26
LF $231.26
LF $231.26
LF $231.26
$161,883
$148,007
$675,284
$476,399
2,920
2,060
Backbone - Electrical Transmission System
69 kV Pole Relocation
1 Alder Creek Parkway (Sta 389+00 to Sta 405+00)' 2,200 LF $321 2 Alder Creek Parkway (Sta 442+00) 2 EA $51,391
Total Electrical Transmission System
* Actual relocation length exceeds Alder Creek Parkway stationing. 1 ,380 LF $231 .26 $31 9,141
TotalDry Utility System
$706,638
$102,782

32.610/o $107,535 $32,260 $43,014 $397,878
$17,318,234
Z:Lshared\Prcjects\SAc\142OOO\142079 Folsom SPIF lmplementationu3 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining V1/ork AveEge-Consl. Cosl E-3

Page 403 ends

08/22/2023 Item No.15.

Apperuotx F:

On-Site Potable Water
Construction Cost Estimates

Page 404 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone I nfrastructure
2023 Remaining Work
Co n stru cti o n Cost Esti m ate
Item
Total Remaining
Gonstruction
Budget
Potable Water Pipelines System Summary
$5,599,389
$2,845,355
$1,541,675
$294,634
$2,091,901
182
5,618,136
Pressure Reducing Stations
Zone 3 to Zone 2
Subtotal Pressure Red ucing Stations
$112,728
$112,728
Storage Tanks
Zone 3 Storage Tank - Phase 2
Subtotal Storage Tanks
$6,302,995
$6,302,995
Total Potable Water s22.033.860
Pipelines
Alder Creek Parkway
Oak Avenue Parkway
Empire Ranch Road
Rowberry Drive
Mangini Parkway
Prairie City Road
Subtotal Potable Water Pipelines System
F-1
Zlshared\prcjecls\SAc\142OOO\142079 Folsom SPIF lmplementationu3 SPIF Update\Data\Remaining Work Estimat€\FPA 2023 SPIF R€maining Work Average-Const. Cost

Page 405 ends

08/22/2023 Item No.15.

Description

FOLSOM PLAN AREA
Backbone I nf rastructu re
2023 Remaining Work
Construction Cosf Estimate
Pipe
Size aty. Unit Zone Unit Cost Gonst. Costs
(in.)
Percent
Complete
Soft Costs
(15%)
Goningency
(20o/ol
Total
Remaining
Construction
Budget
Section
Potable Water Pipelines
Alder Creek Parkway
ACP 1-W
ACP 2-W
ACP 3-W
ACP 4-W
ACP 5-W
ACP 5-W
ACP 6-W
ACP 11-W
ACP 11-W
Oak Avenue Parkway
OAP 1-W
OAP 2-W
OAP 3-W
OAP 4-W
12 12
12 12
1,880
1,050
2,400
2,340
LF
LF
LF
LF
$311.78
$311.78
$311.78
$311.78
16 16
16 16
Alder Creek Parkway (Sta 379+00 to Sta 389+00)
Alder Creek Parkway (Sta 389+00 to Sta 400+30)
Alder Creek Parkway (Sta 400+30 to Sta 418+40)
Alder Creek Parkway (Sta 418+40 to Sta 442+00)
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
Alder Creek Parkway (Sta 466+70 to Sta 493+50)
Alder Creek Parkway (Sta 563+70 to Sta 568+20)
Alder Creek Parkway (Sta 563+70 to Sta 568+20)
12 12
12 18
18 18
18 16
16 1,000 LF
1 ,130 LF
1,810 LF
2,360 LF
630 LF
1,850 LF
2,680 LF
2OO LF
2OO LF
2 2
2 2
2 3
3 5
6 $311.78 $311,781.91
$31 1.78 $352,313.55
$311.78 $564,325.25
$480.61 $1,134,231.61
$480.61 $302,782.17
$480.61 $889,122.24
$480.61 $1,288,025.73
$460.48 $92,095.31
$460.48 $92,095.31
$46,767.29
$52,847.03
$84,648.79
$170,134.74
$45,417.33
$133,368.34
$61,342.23
$13,814.30
$13,814.30
$62,356.38
$70,462.71
$1 12,865.05
$226,846.32
$60,556.43
$177,824.45
$81,789.63
$18,419.06
$18,419.06
$420,905.57
$475,623.30
$761,839.09
$1,531 ,212.68
$408,755.93
$1 ,200,315.02
$552,080.03
$124,328.67
$124,328.67

0.00%

68.25o/o

0.00%

0.00%
Oak Avenue Parkway (Sta 100+30 to Sta 1 19+00)
Oak Avenue Parkway (Sta 1 1 9+00 to Sta 129+50)
Oak Avenue Parkway (Sta 129+50 to Sta 153+50)
Oak Avenue Parkway (Sta 153+50 to Sta 176+90)
2 2
2 2
$586,149.98
$327,371.00
$748,276.57
$729,569.66
$386,800.30
$386,800.30
$184,190.62
$184,190.62
$45,368.01
$49,105.65
$112,241.49
$109,435.45
$60,490.68
$65,474.20
$149,655.31
$145,913.93
$408,312.08
$441,950.85
$1 ,010,173.38
$984,919.04

48.40o/o

0.00%

0.00%
Empire Ranch Road
ERR 4-W
ERR 4-W
ERR 5-W
ERR 5-W
Empire Ranch Road (Sta 156+70 to Sta 165+00)
Empire Ranch Road (Sta 156+70 to Sta 165+00)
Empire Ranch Road (Sta 165+00 to Sta 170+60)
Empire Ranch Road (Sta 165+00 to Sta 170+60)
840
840
400
400
LF
LF
LF
LF
5 6
6 5
$460.48
$460.48
$460.48
$460.48

0.00%

0.00%
$58,020.05
$58,020.05
$27,628.59
$27,628.59
$77,360.06
$77,360.06
$36,838.12
$36,838.12
$522,180.41
$522,180.41
$248,657.34
$248,657.34
Rowberry Drive
ROW 1-W Rowberry Drive (Sta 100+60 to Sta 107+50) 12 700 LF 2 $311.78 $218,247.33 0.00% $32,737.10 $43,649.47 $294,633.90 Z:\ShaEd\Prcjec1s\SAc\142OOO\142079 Folsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work AveEge-Const. Cost F-2

Page 406 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
B ac kbo n e I nf rastru ctu re
2023 Remaining Work
Construction Cosf Esti mate
Description
Potable Water Pipelines (Continued)
Mangini Parkway
MP1-W ManginiParkway(Sta100+60toSta150+20) 12 4,970 LF 2 $311.7S $1,549,556.07 0.00% $232,433.41 $309,911.21 $2,091,900'70 Prairie City Road
Section
PCR 1-W
PCR 2-W
PCR 3-W
Pipe
Size Oty
(in.)
Unit Zone Unit Cost Const. Costs Percent
Complete
Soft Costs
(15%)
Coningency
(2o%l
Total
Remaining
Construction
Budget
Prairie city Road (sta 99+40 to sta 121+80)
Prairie City Road (Sta 121+80 to Sta 143+40)
Prairie City Road (Sta 143+40 to Sta 176+30)
12 12
12 2240 LF
2170 LF
3300 LF
2 2
2 $311.78 $698,391.47
$311.78 $676,566.74
$311.78 $1,028,880.29
$104,758.72
$101,485.01
$154,332.04
$139,678.29
$135,313.35
$205,776.06
$942,828.48
$913,365.09
$1,388,988.39
$15,518,136
$112.727.72
$112,727.72

0.00%

0.00%
Potable Water Pressure Reducing Stations
Pressure Reducing Station
Zone 3loZone2
Subtotal Potable Water Pipelines
3 EA 3 $83,510 $250,531.10 66.670/o $12,525'30 $16,700.40 Subtotal Potable Water Pressure Reducing Stations
Zlshared\Prcjecls\SAc\'142OOO\142079 Folem SPIF lmplementation\23 SPIF update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost F-3

Page 407 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backb o n e I nf rastru ctu re
2023 Remaining Wo*
Construction Cosf Esti mate
Section Description
Potable Water Storage Tanks
Zone 3 Storage Tank - Phase 2
Tank Site lmprovements
Site Mobilization/Demobilization
Rough Grade Excavation -Stockpile
Rock Excavation
Structural Backfill (Within 1O-fi of Tank)
Site Grading (Slope Reconstruction)
Concrete Lined V-Ditch
Type'F' Field lnlet
12-inch RCP CL lll Drain Pipe
24-inch DIP CL 350 Tank Overflow Pipe
24-inch DIP CL 350 Transmission Main
30-inch DIP CL 350 Distribution Main
Site Paving (3" AC / 10.5" AB)
Site Ground Cover (4-inch Layer Crushed Gravel)
Site Lighting & Security
Tube Steel Perimeter Fencing
Reseeding (Hydro-Seeding)
Erosion Control (Construction SWPPP)
Tank lmprovements

3.0 MG Prestressed Concrete Tank
Tank Appurtenances (mixing, sampling, hatches & instrumentation) 30-inch Check Valve (Tank lnlet)
Unit Zone Unit Cost Const. Costs
Pipe
Size Oty
(in.)
Percent
Gomplete
Soft Costs
(15%l
Goningency
(20%l
Total
Remaining
Construction
Budget
1 30,000
2,000
4,900
33,000
500
1 15
60 180
80 11,000
27,O00
1 620
85,000
120,000
$95,260.00
$228,600.00
$26,120.00
$63,994.00
$168,960.00
$8,980.00
$7,185.00
$2,122.95
$17,637.00
$62,708.40
$47,903.20
$53,900.00
$44,010.00
$59,334.00
$30,380.00
$6,800.00
$39,600.00

0.00%

0.00%
0,00%

0.00%

0.00%
$14,289.00
$34,290.00
$3,918.00
$9,599.10
$25,344.00
$1,347.00
$1,077.75
$318.44
$2,645.55
$9,406.26
$7,185.48
$8,085.00
$6,601.50
$8,900.10
$4,557.00
$1,020.00
$5,940.00
$19,052.00
$45,720.00
$5,224.00
$12,798.80
$33,792.00
$1,796.00
$1,437.00
$424.59
$3,527.40
$12,541.68
$9,580.64
$10,780.00
$8,802.00
$11,866.80
$6,076.00
$1,360.00
$7,920.00
$128,601.00
$308,610.00
$35,262.00
$86,391.90
$228,096.00
$12,123.00
$9,699.75
$2,865.98
$23,809.95
$84,656.34
$64,669.32
$72,765.00
$59,413.50
$80,100.90
$41,013.00
$9,180.00
$53,460.00
LS
CY
CY
CY
CY
LF
EA
LF
LF
LF
LF
SF
SF
LS
LF
SF
SF
LS
LS
LS
3 $95,260.00
3 $7.62
3 $13.06
s $13.06
3 $5.12
3 $17.96
3 $7,185.00
3 $141.53
3 $293.95
3 $348.38
3 $598.79
3 $4.90
3 $1.63
3 $59,334.00
3 $49.00
3 $0.08
3 $0.33
3 $3,483,840 $3,483,840.00
3 $179,636 $179,636.00
3 $41,915 $41,915.00

0.00%

0.00%
$522,576.00
$26,945.40
$6,287.25
$696,768.00
$35,927.20
$8,383.00
$4,703,184.00
$242,508.60
$56,585.25
$6,302,995.49
$15,730,864.08
Total Potable Water Zone 3 Storage Tank - Phase 2
Total Potable Water System
Z:\Shared\prcjec1s\SAc\'t42OOO\142079 Folsom SPIF lmplementationu3 SPIF Updale\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work AveEge-Consi. Cost F-4

Page 408 ends

08/22/2023 Item No.15.

Apprruorx G:

Off-Site Potable Water
Construction Cost Estimates

Page 409 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbon e I nfrastru cture
2023 Remaining Work
Co nstru ction Cosf Esti mate
Remaininq Work Backbone lnfrastructure Gonstruction Cost Summary Backbone Roadway Rough Grading
Backbone Roadways
Commun ity Entry lmprovements
Railroad Crossings
City Fiber Optic & Traffic Gontrol System
Signalized lntersections & lmprovements
Open Space Vehicular Access Barrier
Dry Utility & ElectricalTransmission System
Potable Water System
Non-Potable Water System
Sanitary Sewer System
Storm Drain System
Total Estimated Remaining SPIF Backbone lnfrastructure Construction Gost $24,705,607
$58,639,698
$2,700,000
$1,951,252
$5,403,286
$14,310,114
$827,852
$18,815,661
$22,033,860
$13,195,764
$6,666,675
$45,982,584
$215,232,354
Zlshared\Projects\SAc\142000\142079 Folsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF R€maining Work Average_Const. Cost G-1

Page 410 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backhon e I nfrastru ctu re
Offs ite Water I m p rovem e nts,
Storage Reservor'rs and Booster Pump Sfations
Co n stru cti on Cost Esti m ate
aty. Unit Unit Cost Const. Costs Percent Sofi Costs
Complete (15%l
Coningency
(20%l
Total
Remaining
Construction
Budget
Section Description
Offsite Potable Water System lmprovements
Offsite Potable Water Pipeline (City of Folsom Water Treatment Plant to lron Point Road) OFF W2-P
OFF W2-P
OFF W2-P
OFF W2.P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF W2-P
OFF \42.P
Mobilization/Demobilization
Erosion Control (Construction SWPPP)
Traffic Control
Sheering, Shoring & Bracing
Tree Protection/Tree Removal
Rock Removal
Signal Detector Loop - Type A
Pavement Striping and Markings
Open Cut lnstall 24-inch DIP CL 350 - Paved Street (Restrained) Open Cut lnstall 24-inch DIP CL 350 - Unpaved Street (Restrained) Open Cut lnstall 24-inch DIP CL 350 - Paved Trail (Restrained) Aerial Pipe lnstallation at Creek Crossings
2-inch Combination Air ReleaseA/acuum Relief Valve
6-inch Blow-Off Assemblies
24-inch Butterfly Valves
Pipeline Connections
Cathodic Protection
Site Work
Yard Piping & Structures
Building Structure
Mechanical
Electrical
$138,800
$178,000
$178,000
$178,000
$1 18,700
$220
$2,400
$1 18,700
$720
$600
$650
$237,000
$12,000
$12,000
$26,000
$30,000
$237,000
Subtotal Offsite Potable Water Pipeline
1LS
1LS
1LS
1LS
1LS
950 CY
14 EA
1LS
6,970 LF
8,220 LF
3,640 LF
2EA
16 EA
15 EA
29 EA
3EA
1LS
$138,800
$178,000
$178,000
$178,000
$118,700
$209,000
$33,600
$1 18,700
$5,018,400
$4,932,000
$2,366,000
$474,000
$192,000
$180,000
$754,000
$90,000
$237,000

0.00%

0.00o/o

0.00%

0.00o/o

0.00%

0.00o/o

0.00%

0.00%
$20,820
$26,700
$26,700
$26,700
$17,805
$31,350
$5,040
$17,805
$752,760
$739,800
$354,900
$71,100
$28,800
$27,000
$113,100
$13,500
$35,550
$27,760
$35,600
$35,600
$35,600
$23,740
$41,800
$6,720
$23,740
$1,003,680
$986,400
$473,200
$94,800.00
$38,400
$36,000.00
$1 50,800
$18,000
$47,400
$187,380
$240,300
$240,300
$240,300
$160,245
$282,150
$45,360
$160,245
$6,774,840
$6,658,200
$3,1 94,1 00
$639,900
$259,200
$243,000
$1 ,017,900
$121,500
$319,950
$20,784,870
$1,350,000
$653,400
$911,250
$2,895,750
$4,556,250
$10,366,650
$31,151,520
Offsite Potable Water Booster Pump Station (City of Folsom Water Treatment Plant) OFF W2-BPS
OFF W2-BPS
OFF W2-BPS
OFF W2.BPS
OFF W2-BPS
LS
LS
LS
LS
LS
$1,000,000
$484,000
$675,000
$2,145,000
$3,375,000
$1,000,000
$484,000
$675,000
$2,145,000
$3,375,000

0.00o/o

0.00%

0.00%
$150,000
$72,600
$101 ,250
$321,750
$506,250
$200,000
$96,800
$135,000
$429,000
$675,000
Subtotal Offsite Potable Water Booster Pump Station
Total Offsite Potable Water System
z:\Shared\Prcjeds\SAc\1 42000\1 42079 Folsom SP lF I mplementationu3 SP lF U pdate\Data\Offsiie WaterJanks-B PS-2023 G-2

Page 411 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backhone lnftastructure
Offs ite Water I m p rove m enl,s.,
Storage Reservor'rs and Booster Pump Stations
Co n structi o n Cost Esti m ate
aty. Unit Unit cost Const. costs Percent Soft Gosts
Complete (f 5%)
Goningency
(20%l
Total
Remaining
Construction
Budget
Section Description
Potable Water System - Storage Tanks
Zone 3 Storage Tank - Phase 1
Tank Site lmprovements
Site Mobilization/Demobilization
Rough Grade Excavation -Stockpile
Rock Excavation
Structural Backfill (Wthin 1o-ft of Tank)
Site Grading (Slope Reconstruction)
Concrete Lined V-Ditch
Type'F'Field lnlet
12-inch RCP CL lll Drain Pipe
24-inch DIP CL 350 Tank Overflow Pipe
Tank Overflow Structure
2-inch Water Service
24-inch DIP CL 350 Transmission Main
3O-inch DIP CL 350 Distribution Main
25-ft. Wde Double Swing Entrance Gate & App.

Site Paving (3" AC / 10.5" AB)
Site Ground Cover (4-inch Layer Crushed Gravel)
Site Landscaping
Tube Steel Perimeter Fencing
Site Lighting & Security
Dry Utility Service
Reseeding (Hydro-Seeding)
Erosion Control (Construction SWPPP)
Tank lmprovements

3.0 MG Prestressed Concrete Tank
Tank Appurtenances (mixing, sampling, hatches & instrumentation) 3o-inch Check Valve (Tank lnlet)
24-inch Flow Meter w/Bypass, Valving and Appurtenances
'l
51 ,000
2,000
4,900
42,000
540
1 15
240
1 1
500
400
1 13,300
30,000
5,000
170
184
LS
CY
CY
CY
CY
LF
EA
LF
LF
EA
LS
LF
LF
EA
SF
SF
SF
LF
LS
LS
SF
SF
,260
,|
1 ,700
,000
$107,000
$7.60
$13.00
$13.00
$5.40
$18.00
$7,200
$140
$290
$60,000
$12,000
$350
$600
$41,600
$4.90
$1.60
$6.00
$50.00
$71,300
$18,000
$0"07
$0.38
$107,000
$387,600
$26,000
$63,700
$226,800
$9,720
$7,200
$2,1 00
$69,600
$60,000
$12,000
$175,000
$240,000
$41,600
$65,1 70
$48,000
$30,000
$63,000
$71,300
$18,000
$1 1,949
$69,920

0.00%

0.00o/o

0.00%

0.00o/o

0.00%

0.00o/o

0.00%

0.00%
$16,050
$58,140
$3,900
$9,555
$34,020
$1,458
$1,080
$31 5
$10,440
$9,000
$1,800
$26,250
$36,000
$6,240
$9,776
$7,200
$4,500
$9,450
$10,695
$2,700
$'t,792
$10,488
$21,400
$77,520
$5,200
$12,740
$45,360
$1,944
$1,440
$420
$13,920
$12,000
$2,4O0
$35,000
$48,000
$8,320
$13,034
$9,600
$6,000
$12,600
$14,260
$3,600
$2,390
$13,984
$144,450
$523,260
$35,100
$85,995
$306,1 80
$13,122
$9,720
$2,835
$93,960
$81,000
$16,200
$236,250
$324,000
$56,160
$87,980
$64,800
$40,s00
$85,050
$96,255
$24,300
$16,131
$94,392
LS
LS
LS
LS
$3,480,000
$1 80,000
$41 ,900
$83,300
$3,480,000
$180,000
$41,900
$83,300

0.00o/o

0.00%

0.00o/o
$522,000
$27,000
$6,285
$12,495
$696,000
$36,000
$8,380
$16,660
$4,698,000
$243,000
$56,565
$112,455
Total Zone 3 Storage Tank - Phase 1
Z:Sharcd\Prcjeds\SAC\142000\142079 Folsom SPIF lmplementation\23 SPIF Update\Data\Ofbfte Water-Tanks-BPS-2023 $7,547,660
G-3

Page 412 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Bac kbo ne I nfrastru ctu re
Offs ite Wate r I m p rovements,
Sforage Reservor'rs and Booster Pump Stations
Co nstru cti o n Cost Esti m ate
aty. Unit Unit Gost Const. Gosts Percent
Complete
Soft Costs
(15%l
Coningency
(2to/ol
Total
Remaining
Construction
Budget
Section Description
Potable Water System - Storage Tanks (Continued)
Zone 4 Storage Tank
Tank Site Access and Utility Extensions
Mobilization/Demobilization
Clearing and Grubbing
Pad Construction
Excavation
Subgrade Preparation
16-ft Wide Access Road (3'AC/10.5'AB)
Remove & Reinstall Railroad Tracks at Water Pipeline Crossing Masonry Retaining Wall
20-ft \Mde Pipe Gate
Rock Lined Drainage Ditch
City Fiber Optic Conduit & Pull Boxes
Dry Utility Service
1S-inch RCP CL lll Strom Drain PiPe
'18-inch RCP CL lll Strom Drain Pipe
1B-inch Storm Drain Outfall Structure
48-inch Storm Drain Manhole
Type'F'Field lnlet
1-inch Metered Water Service
2-inch Non-Potable lrrigation Service
12-inch DIP CL 350 Water Pipeline w/Cathodic Protection 18-inch DIP CL 350 Water Pipeline w/Cathodic Protection 12-inch Gate Valve
1B-inch Butterfly Valve
2-inch Combination Air ReleaseA/acuum Relief Valve
Reseeding (Hydro-Seeding)
Erosion Control (Construction SWPPP)
,|
140,000
1 27,000
46,000
46,000
1 2,000
1 2,300
100
1 $142,600
$0.05
$32,700
$9.25
$0.65
$4.90
$6,500
$100.00
$8,700.00
$16.00
$26.00
$17,900
$160.00
$170.00
$5,400
$13,300
$7,200
$2,600
$5,000
$240.00
$325.00
$4,100.00
$8,200.00
$8,400.00
$0.07
$0.38
$142,600
$7,000
$32,700
$249,750
$29,900
$225,400
$6,500
$200,000
$8,700
$36,800
$2,600
$17,900
$70,400
$17,850
$5,400
$39,900
$14,400
$2,600
$5,000
$650,400
$812,500
$12,300
$24,600
$50,400
$18,760
$53,200

0.00o/o

70.OOo/o
100.00%
100.00%

0.00%

0.00%
100.00%

0.00o/o
100.00%

0.00o/o
100.00o/o

0.00%

0.00o/o

0.00%

0.00%
100.00%
100.00%

0.00%

55.20o/o

0.00%

33.33%

0.00%

62.69Yo

15.13o/o
$21,390
$315
$0
$0
$4,485
$33,810
$975
$0
$1,305
$0
$390
$0
$10,560
$2,678
$810
$5,985
$2,160
$0
$0
$97,560
$54,600
$1 ,845
$2,460
$7,560
$1,050
$6,773
$28,520
$420
$0
$0
$5,980
$45,080
$1,300
$0
$1,740
$0
$520
$0
$14,080
$3,570
$1,080
$7,980
$2,880
$0
$0
$130,080
$72,800
$2,460
$3,280
$10,080
$1,400
$9,030
$192,510
$2,835
$0
$0
$40,365
$304,290
$8,775
$0
$11,745
$0
$3,510
$0
$95,040
$24,098
$7,290
$53,865
$19,440
$0
$0
$878,040
$491,400
$16,605
$22,141
$68,040
$9,449
$60,954
LS
SF
EA
CY
SF
SF
EA
FSF
EA
LF
LF
EA
LF
LF
EA
EA
EA
EA
EA
LF
LF
EA
EA
EA
SF
SF
440
105
1 3
2 1
1 2,710
2,500
3 3
6 268,000
Z:sharef rcjeds\SAC\142000\142079 Folsom SPIF lmplementatonp3 SPIF UPdate\Data\ffite Waierjanks-BPS-2023 140,000
G-4

Page 413 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbon e I nfrastru ctu re
Offsite Water I mprovemenE,
Storage Reserwor'rs and Booster Pump Stations
Co n structi on Cost Esti m ate
aty. Unit Unii Cost Const. Costs Percent
Complete
Soft Costs
(15Yol
Coningency
(200/.1
Total
Remaining
Construction
Budget
Section Description
Potable Water System - Storage Tanks (Continued)
Tank On-Site lmprovements
Subgrade Preparation
Site paving (3'AC/1 0.5'AB)
Type2Curb&Gutter
30-Ft Wde Rolling Entrance Gate & Appurtenances
Masonry Retaining Wall
Masonry Perimeter Wall (8-ft Tall)
12-inch RCP CL lll Strom Drain Pipe
'1s-inch RCP CL lll Strom Drain Pipe
Type'B' Drainage lnlet
12-inch DIP CL 350 Water Pipeline w/Cathodic Protection 18-inch DIP CL 350 Water Pipeline Wcathodic Protection
12-inch Gate Valve
18-inch Butterfly Valve
2-inch Combination Air ReleaseA/acuum Relief Valve
Tank and Appurtenances

2.5 MG Prestressed Concrete Tank (slab on grade with flat roof) Tank Appurtenances (mixing, sampling, hatches & instrumentation) 12-inch Check Valve (Tank lnlet)
12-inch Flow Meterw/Bypass, Valving and Appurienances
12-inch Tank Drain Piping DIP CL 350
12-inch Tank Drain Gate Valve
Site Electrical - Lighting & Security
14,400 SF
14,400 sF
580 LF
1EA
1,980 FSF
$0.65
$4.90
$33.00
$41 ,600
$100.00
$130.00
$140.00
$160.00
$4,900
$240.00
$325.00
$4, I 00
$8,200
$8,400
$s,360
$70,560
$19,140
$41,600
$198,000
$78,000
$4,200
$19,200
$9,800
$12,000
$32,500
$4,1 00
$8,200
$16,800
$3,440,000
$178,000
$13,000
$72,000
$4,600
$41,000
$120,000

0.007o

0.00%

0.00o/o

0.00%

0.00%
$1,404
$10,584
$2,871
$6,240
$29,700
$1 1,700
$630
$2,880
$1,470
$1,800
$4,875
$615
$1,230
$2,52O
$1,872
$14,112
$3,828
$8,320
$39,600
$15,600
$840
$3,840
$1,960
$2,400
$6,500
$820
$1,640
$3,360
$12,636
$95,256
$25,839
$56,160
$267,300
$105,300
$5,670
$25,920
$13,230
$16,200
$43,875
$5,535
$11,070
$22,680
600 LF
30 LF
't20 LF
2EA
50 LF
1OO LF
1EA
1EA
2EA
LS $3,440,000
LS $178,000
EA $13,000
LS $72,000
LF $230.00
EA $41 ,000
LS $120,000
Total Zone 4 Storage Tank
20 1
1 0.00%

0.00%

0.00%
$51 6,000
$26,700
$1,950
$10,800
$690
$6,150
$18,000
$688,000
$35,600
$2,600
$14,400
$920
$8,200
$24,000
$4,644,000
$240,300
917,550
$97,200
$6,210
$55,350
$162.000
$8,239,672
Z:shared\Prcjeds\SAc\142000\142079 Folsom SPIF lmplemenbnonU3 SPIF Update\Oata\Offsfre Waterjanks-BPS-2023 G-5

Page 414 ends

08/22/2023 Item No.15.

Potable Water System - Booster Pump Stations
Zone 3 to Zone 4 Booster Pump Station - Phase 2
Description
Piping, Valves, Fittings & Appurtenances
Major Equipment
Major Electrical

FOLSOM PLAN AREA
Bac kbone I nfrastru ctu re
Offs ite Wate r I mp rovem ents,
Sforage Reseryor?s and Booster Pump Stations
Co nstru cti o n Cost Esti m ate
Oty. Unit Unit Gost Const. Costs
LS $65,000
LS $190,000
LS $130,000
Subtotal Zone 3 to Zone 4 Booster Pump Station - Phase 2 Total Potable Water System
Section
Percent
Complete
Soft costs Goningency
(15%l (200/.1
Total
Remaining
Construction
Budget
$65,000
$190,000
$130,000

0.00%

0.00%
$9,750
$28,500
$19,500
$13,000
$38,000
$26,000
$87,750
$256,500
$175,500
$519,750
$53,761,598
Z:\Shared\Prcjects\SAc\142000\142079 Folsom SPIF lmplementationp3 SPIF Update\Data\ffifre Water-Tanh-BPS-2023 G-6

Page 415 ends

08/22/2023 Item No.15.

Apprruox H:

Recycled Water
Construction Cost Estimates

Page 416 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone I nfrastru cture
2023 Remaining Work
Construction Cost Esti m ate
Item
TotalRemaining
Gonstruction
Budget
Non-Potable Water System Summary
Non-Potable Water Pipelines
Alder Creek Parkway
Mangini Parkway
Empire Ranch Road
Rowberry Drive
Prairie City Road
Placerville Road Utility Corridor
$6,631,808
$1,672,469
$1,096,042
$731,460
$1,840,725
$659,565
Subtotal Non-Potable Water Pipelines $12,632,069
Non-Potable Water Pressure Reducing Stations
Pressure Reducing Stations $563,695
Total Non-Potable Water System $13,195,764
Z:\Shared\projects\SAo\142OOO\142079 Fotsom SPIF lmplementationU3 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost H-1

Page 417 ends

08/22/2023 Item No.15.

Description

FOLSOM PLAN AREA
Backbon e I nf rastru ctu re
2023 Remaining Work
C o n stru cti on Cosf Esti m ate
Pipe
Size Qty. UnitZone UnitGost Const.Costs
(in.)
Percent
Complete
Soft Costs
(15olol
Contingency
(20Yol
Total
Remaining
Gonstruction
Budget
Section
Non-Potable Water System
Non-Potable Water Pipelines
Alder Creek Parkway
ACP 1-NP
ACP 2-NP
ACP 3-NP
ACP 4.NP
ACP 5-NP
ACP 5-NP
ACP 6-NP
ACP 6-NP
ACP 11-NP
ACP 11-NP
Alder Creek Parkway (Sta 379+00 to Sta 389+00)
Alder Greek Parkway (Sta 389+00 to Sta 400+30)
Alder Creek Parkway (Sta 400+30 to Sta 418+40)
Alder Creek Pakway (Sta 418+40 to Sta 442+00)
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
Alder Creek Parkway (Sta 466+70 to Sta 493+50)
Alder Creek Parkway (Sta 466+70 to Sta 493+50)
Alder Creek Parkway (Sta 563+70 to Sta 568+20)
Alder Creek Parkway (Sta 563+70 to Sta 568+20)
Empire Ranch Road (Sta 1 56+70 to Sta 165+00)
Empire Ranch Road (Sta 1 56+70 to Sta 165+00)
Empire Ranch Road (Sta 165+00 to Sta 170+60)
Empire Ranch Road (Sta 165+00 to Sta 170+60)
Rowberry Drive (Sta 100+00 to Sta 107+50)
Rowberry Drive (Sta 100+00 to Sta 107+50)
Rowberry Drive (Sta 100+00 to Sta 107+50)
16 16
16 16
12 16
12 16
16 12
1,000
1,130
1,810
2,360
2,480
2,480
2,690
2,690
260
260
LF2
LF2
LF2
LF2
LF3
LF5
LF3
LF5
LF5
LF6
$405.48
$405.48
$405.48
$405.48
$249.27
$405.48
$249.27
$405.48
$405.48
$249.27
$405,475.43
$458,187.23
$733,910.52
$956,922.01
$618,186.50
$1,005,579.06
$670,532.94
$1,090,728.90
$105,423.61
$64,809.88

0.00%

67.98%

0.00%

0.00%
$60,821.31
$68,728.09
$110,086.58
$143,538.30
$92,727.98
$150,836.86
$32,205.70
$52,387.71
$15,813.54
$9,721.48
$81,095.09
$91,637.45
$146,782.10
$19'1,384.40
$123,637.30
$201 ,1 1 5.8't
$42,940.93
$69,850.28
$21,484.72
$12,961.98
$547,391.83
$618,552.77
$990,779.21
$1,291,844.71
$834,55'1.78
$1,357,531.73
$289,851.28
$471,489.38
$142,321.88
$87,493.33
Mangini Parkway
MP 1-NP Mangini Parkway (Sta 100+60 to Sta 150+20)
Empire Ranch Road
12 4,970 LF 2 $249.27 $1,238,865.70 0.00% $185,829.85 $247,773.14 $1,672,468.69 ERR 4-NP
ERR 4-NP
ERR 5-NP
ERR 5-NP
Rowberry Drive
ROW 1-NP
ROW 1-NP
ROW 1-NP
12 16
12 16
840 LF
840 LF
4OO LF
4OO LF
6 5
b
5 2
3 3
LF
LF
LF
$249.27
$405.48
$249.27
$405.48
$209,385.75
$340,599.36
$99,707.50
$162,190.17
$31,407.86
$51,089.90
$14,956.13
$24,328.53
$41,877.15
$68,119.87
$19,941.50
$32,438.03
$44,602.30
$19,159.92
$44,602.30
$282,670.76
$459,809.14
$134,605.13
$218,956.73
$301,065.51
$129,329.48
$301,065.51

0.00%

0.00%
16 8
16 550
550
550
$405.48
$1 74.1 8
$405.48
$223,011.49
$95,799.61
$223,011.49
$33,451.72
$'14,369.94
$33,451.72

0.00%

0.00%
Z:\Shared\prcjects\SAc\142OOO\142079FolsomSPIFlmplementation\23SPIFUpdate\Dala\RemainingWorkEstimate\FPA2023SPIFRemainingWorkAvecge-Const Cost H-2

Page 418 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Bac kb on e I nf rastru cfu re
2023 RemainingWo*
Co nstru cti o n Cost Esti m ate
Pipe
Size Qty. UnitZone UnitGost Const.Gosts
(in.)
Section Description
Non-Potable Water System (Continued)
Non-Potable Water Pipelines (Continued)
Prairie City Road
PCR 2-NP Placerville Road (Sta 97+90 to Sta 113+60)
PCR 3-NP Placerville Road (Sta 77+90 to Sta 97+90)
Placerville Road Utility Corridor
PRC 3-NP Placerville Road (Sta 77+90 to Sta 97+90)
Pressure Reducing Stations
Zone 3loZone2
Zone 5 to Zone 3
Zone SloZone 4
Percent
Gomplete
Soft Costs
(15olol
Gontingency
(20o/ol
Total
Remaining
Construction
Budget
12 12
2,170 LF 2
3,300 LF 2
$249.27
$249.27
$540,9'13.19
$822,586.88
$108,182.64
$164,517.38
$730,232.81
$1,110,492.29

0.00% $81,136.98

0.00% $123,388.03
12 1,960 LF 5 $249.27 $488,566.75
Subtotal Non-Potable Water Pipelines

0.00% $73,285.01 $97,713.35 $659,565.12
$12,632,069.05
2 2
2 EA
EA
EA
3 5
5 $83,510
$83,510
$83,510
$167,020.73
$167,020.73
$167,020.73

50.00%

0.00%

0.00%
$'12,526.55
$25,053.11
$25,053.11
$16,702.07
$33,404.15
$33,404.15
$112,738.99
$225,477.99
$225,477.99
$563,694.97Subtotal Pressure Reducing Stations
Z:\Shared\Prcjects\SAou42000\'142079 Folsom SPtF lmplementation\23 SPIF Update\Data\Remaining Wo* Estimate\FPA 2023 SPIF Remaining Work Average-Consi. Cosl H-3

Page 419 ends

08/22/2023 Item No.15.

Apperuorx I:

Sanitary Sewer
Construction Cost Estimates

Page 420 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone I nfrastructure
2023 Remaining Work
Construction Cost Esti mate
Item
TotalRemaining
Gonstruction
Budqet
Sanitary Sewer Pipelines Summary
$1,228,493
$294,696
$351,575
$4,018,792
$116,411
$480,518
$6,490,485
Sanitary Sewer Pump Stations & Force Mains
Alder Creek Sewer Lift Station - Phase 2 $176,190
$176,190Subtotal Pump Stations & Force Mains
Total Sanitary Sewer System $6,666,675
Alder Creek Parkway
Rowberry Drive
ManginiParkway
Prairie City Road
Folsom Heights Drive
Sewer Odor Control System
Subtotal Sanitary Sewer Pipelines
Z:\Sharad\Projects\SAo\142OOO\142079FolsomSPIFlmplem€dation\23SPIFUpdate\Data\R€mainingWorkEstimate\FPA2023SPIFRemainingWorkAverage-Const Cost I-1

Page 421 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbon e I nfrastru ctu re
2023 Remaining Work
Co n stru cti o n C ost Esti m ate
Pipe
Size Qty. Unit Unit Gost Const. Gosts
(inJ
Section Description
Sanitary Sewer System
Alder Creek Parkway
ACP 1-SS Alder Creek Parkway (Sta 379+00 to Sta 389+00) ACp 2-SS Alder Creek Parkway (Sta 389+00 to Sta 400+30) Rowberry Drive
ROW 1-SS Rowberry Drive (Sta 100+60 to Sta 107+50)
Mangini Parkway
MP 1-SS Mangini Parkrvay (Sta 100+60 to Sta 150+20)
Prairie City Road
Percent
Complete
Soft Costs
(,t5%l
Gontingency
(20ol"l
Total
Remaining
Gonstruction
Budget
15 15
1,000 LF

1.130 LF
$427.23
$427.23
$390.21
$427.23
$427.23
w27,227.65
$482,767.25
$639,947.44
$927,084.01
$1,409,851.26
$64,084.15
$72,415.09
$85,445.53
$96,553.45
$127,989.49
$185,4'16.80
$281,970.25
$576,757.33
$651,735.79
$863,929.04
$1,251,563.4't
$1,903,299.20

0.00%

0.00o/o
10 700 LF $311.85 $218,293.06 0.00% $32,743.96 $43,658.61 $294,69s.63 8 1,010 LF $257.85 $260,426.19 0.00% $39,063.93 $52,085.24 $351,575.35 PCR 1-SS
PCR 2-SS
PCR 3-SS
Prairie City Road (Sta 99+40 to Sta 121 +80)
Prairie City Road (Sta 121+80,o 51" 143+40)
Prairie city Road (sta 143+40 to sta 176+30)
12 15
15 1640 LF
2170 LF
3300 LF

0.00% $95,992.12

0.00% $139,062.60

0.00% $21 1,477.69
FH-1-SS Folsom Heights Drive (Sta 10+00 to Sta 12+80)
FH-1-SS Folsom Heights Drive to SSLS
Sewer Odor Control System
I 280
10 - 1 EA $355,939.58 $355,939.58
Total Sanitary Sewer Pipelines
45 LF
LF
$257.85
$311.8s
$72,197.36
$14,033.13
$10,829"60
$2,104.97
$14,439.47
$2,806.63
$97,466.43
$18,944.72
$480,518.43
$6,490,485.34

0.00%

0.00%
MP2 Deep Sewer Odor Control System 0.oo% $53,390.94 $71,187.92 Zlshared\prcjecis\SAc\142OOO\142079FolsomSPIFlmplerenialion\23SPIFUpdate\Dab\RemainingWorkEstimate\FPA2023SPIFRemainingWo*AveEge-Const Cost r-2

Page 422 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Ba c kbo n e I nf ra stru ctu re
2023 Remaining Work
Co n stru cti o n Cost Esti m ate
Section Description
Sanitary Sewer System (Continued)
Alder Creek Sanitary Sewer Lift Station - Phase 2
Pipe
Size Qty. Unit
(in.)
Unit Cost Gonst. Costs Percent
Gomplete
Soft Costs
(15%)
Contingency
(20o/ol
Total
Remaining
Gonstruction
Budget
Piping Valves, Fittings & Appurtenances
Major Equipment
Major Electrical
LS
LS
LS
$1 1,864.65
$100,849.55
$17,796.98
$11,864.65
$100,849.55
$17,796.98
$1,779.70
$15,127.43
$2,669.55
$2,372.93
$20,169.91
$3,559.40
$16,017.28
$136,146.89
$24,025.92
$176,190.09
$6,666,675.43

0.00%

0.00o/o
Total Alder Creek Sanitary Sewer Lift Station - Phase 2 Total Sanitary Sewer System
Z:\Shared\Pm.iec.ts\SAc\142OOO\142079 Folsom SPIF lmplerentalioh\23 SPIF Update\Daia\Remaining Work Estimate\FPA 2023 SPIF RemainirE \work AveEge-Const. Cosl I-3

Page 423 ends

08/22/2023 Item No.15.

Apperuorx J:

Storm Drainage
Construction Cost Estimates

Page 424 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbon e I nfrastructure
2023 Remaining Work
Co nstru cti o n Co st Esti m ate
Item
Total Remaining
Construction
Budget
Storm Drain System Summary
Storm Drain Pipelines
Alder Creek Parkway
Oak Avenue Parkway
Empire Ranch Road
Rowberry Drive
Mangini Parkway
Prairie City Road
Miscellaneous Strom Drainage lmprovements
Subtotal Storm Drain Pipelines
$10,491 ,303.84
$4,186,784.69
$828,456.75
$393,596.24
$2,239,188.40
$5,992,875.24
,500
$24,334,705.16
Detention Basins
Combo #1
Combo #2
Combo #3
Combo #4
Combo #5
DB #1
DB#2
DB #3
HMB #1
HMB #2
HMB #3
HMB #4
HMB #5
HMB #6
HMB #8
HMB #9
HMB #10
HMB #11
HMB#12
HMB #13
HMB #14
HMB #15
Subtotal Detention Basins
$954,482.40
$2,164,294.35
$1,490,057.10
$647,177.85
$716,247.90
$835,299.00
$857,429.55
$792,132.75
$743,422.05
$710,869.50
$800,907.75
$676,263.60
$691,892.55
$1,541,959.20
$1 ,1 18,950.20
$740,207.70
$1,068,060.60
$768,444.30
$1,165,098.60
$1 ,160,339.85
$1,077,617.25
$926,725.05
Total Storm Drain System
$21,647,879.10
$45,982,584.26
Zlshared\projects\SAo\142OOO\142079 Folsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const Cost J-1

Page 425 ends

08/22/2023 Item No.15.

FOLSOM PLAN AREA
Backbone I nfrastructure
2023 Remaining Work
Co n stru cti o n Co st Esti m ate
Item
Total
Gonstruction
Gost
Percent
Complete
Soft Gost
(15olol
Gontingency
(20%l
TotalRemaining
Gonstruction
Budget
Detention Basins
Combo #1
Combo #2
Combo #3
Combo #4
Combo #5
DB #1
DB#2
DB #3
HMB #1
HMB #2
HMB #3
HMB #4
HMB #5
HMB #6
HMB #8
HMB #9
HMB #10
HMB #11
HMB #12
HMB #13
HMB #14
HMB #15
Subtotal Detention Basins
$707,024,00
$1,649,259.00
$1 ,103,746.00
$479,391.00
$1,109,767.00
$618,740.00
$635,133.00
$586,765.00
$550,683.00
$526,570.00
$593,265.00
$500,936.00
$512,513.00
$1,142j92.00
$2,037,133.00
$548,302.00
$791,156.00
$569,218.00
$863,036.00
$859,511.00
$798,235.00
$1,355,776.00

0.00%

2.78o/o

0.00%

48.06%

0.00%

59.38%

0.00%

51.43o/o
$106,053.60
$240,477.15
$165,561 .90
$71,908.65
$79,583.10
$92,811.00
$95,269.95
$88,014.75
$82,602.45
$78,985.50
$88,989.75
$75,140.40
$76,876.95
$171 ,328.80
$124,327.80
$82,245.30
$118,673.40
$85,382.70
$129,455.40
$128,926.65
$119,735.25
$102,969.45
$141,404.80
$320,636.20
$220,749.20
$95,878.20
$106,1 10.80
$123,748.00
$127,026.60
$117,353.00
$1 10,136.60
$105,314.00
$118,653.00
$1 00,1 87.20
$102,502.60
$228,438.40
$165,770.40
$109,660.40
$158,231 .20
$1 13,843.60
$172,607.20
$171,902.20
$159,647.00
$137,292.60
$954,482.40
$2,164,294.35
$1 ,490,057.10
$647,177.85
$716,247.90
$835,299.00
$857,429.55
$792,132.75
$743,422.05
$710,869.50
$800,907.75
$676,263.60
$691,892.55
$1,541,959.20
$1,1 18,950.20
$740,207.70
$1,068,060.60
$768,444.30
$1,165,098.60
$1 ,'160,339.85
$1,077,617.25
$926,725.05
$18,538,351 .00 $2,405,319.90 $3,207,093.20 $21,647,879.10 Zjshared\projects\SAo\1 42000V42079 Fotsom SPIF Implemeniation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost J-2

Page 426 ends

08/22/2023 Item No.15.

Section
Storm Drain Pipelines
Alder Creek Parkway

FOLSOM PLAN AREA
B ackb on e I nf rastru ctu re
2023 Remaining Work
Construction Cost Estimate
Pipe
Size Oty. Unit Unit Cost
(in.)
Description
Alder Creek Parkway (Sta 379+00 to Sta 389+00)
Alder Creek Parkway (Sta 389+00 to Sta 400+30)
48" Storm Drain Outfall Structure to HMB #3
48" Storm Drain Pipe Extended to HMB #3
Alder Creek Parkway (Sta 400+30 ,o 51" 418+40)
Alder Creek Parkway (Sta 4'18+40 to Sta 442+00)
Alder Greek Parkway (Sta 418+40 to Sta 442+00)
Alder Creek Parkway (Sta 418+40 to Sta 442+00)
66" Storm Drain Outfall Structure to HMB #6
66" Storm Drain Pipe Extended to HMB #6
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
Alder Creek Parkway (Sta 442+00 to Sta 466+70)
72" Storm Drain Outfall Structure to HMB #8
72" Storm Drain Pipe Extending to HMB #81
Alder Creek Parkway (Sta 466+70 to Sta 493+50)1
Oak Avenue Parkway (Sta 1 1 9+00 to Sta 129+50)
Oak Avenue Parkway (Sta 129+50 to Sta 153+50)
Oak Avenue Parkway (Sta 129+50 to Sta 153+50)
Oak Avenue Parkway (Sta 153+50 to Sta 176+90)
60" Storm Drain Outfall Structure to HMB #12
60" Storm Drain Pipe Extended to HMB #12
Oak Avenue Parkway (Sta 176+90 to Sta 186+20)
36" Storm Drain Outfall Structure to HMB #5
36" Storm Drain Pipe Extended to HMB #5
Gonst.

Gosts
Percent
Complete
Soft Costs
(r5%)
Contingency
(20o/ol
Total
Remaining
Gonstruction
Budget
ACP 1-SD
ACP 2-SD
ACP 2.SD
ACP 2-SD
ACP 3-SD
ACP 4-SD
ACP 4-SD
ACP 4-SD
ACP 4-SD
ACP 4-SD
ACP s-SD
ACP 5-SD
ACP 6-SD
ACP 6-SD
ACP 6-SD
OAP 2-SD
OAP 3-SD
OAP 3-SD
OAP 4-SD
OAP 4-SD
OAP 4-SD
OAP 5-SD
OAP s-SD
OAP 5-SD
540 LF
830 LF
1EA
390 LF
1,480 LF
390 LF
4OO LF
1,290 LF
1EA
210 LF
510 LF
1,600 LF
2EA
2,640 LF
1,960 LF
740
1,060
1,350
1,860
1 150
410
1 210
$258.68
$481.35
$32,1 1 9.37
$582.41
$300.87
$258.68
$271.52
$805.90
$48,821.45
$840.22
$481.35
$582.41
$51,390.99
$885.27
$885.27
$481.35
$582.41
$805.90
$300.87
$38,543.25
$805.90
$481.35
$22,3'18.35
$481.35
$139,685
$399,518
$32,119
$227,140
$445,292
$100,883
$108,609
$1,039,610
$48,821
$176,445
$245,487
$931,858
$102,782
$2,337,101
$1,735,120
$356,1 97
$617,356
$1,087,964
$559,624
$38,543
$120,885
$197,352
$22,318
$101,083

0.00%

17.24%
$20,952.68
$59,927.69
$4,817.91
$34,071.04
$66,793.84
$15,'132.49
$16,291.31
$15s,941.51
$7,323.22
$26,466.78
$36,823.04
$139,778.63
$15,417.30
$350,565.1 5
$215,397.85
$27,936.91
$79,903.59
$6,423.87
$45,428.05
$89,058.45
$20,176.66
$21,721.74
$207,922.02
$9,764.29
$35,289.03
$49,097.39
$186,371.50
$20,556.40
$467,420.19
$287,197.13
$188,574.16
$539,349.24
$43,361 .1 5
$306,639.37
$601,144.52
$136,192.45
$146,621.76
$1,403,473.61
$65,908.95
$238,200.98
$331,407.36
$1,258,007.66
$138,755.69
$3,155,086.31
$1,938,580.64
15 36
48 48
24 15
18 60
66 66
36 48
2-72
2-72
(1.) Pipe lengths doubled to account for twin 72" storm drain pipe Oak Avenue Parkway
36 48
60 24
60 60
36 36
36 LF
LF
LF
LF
EA
LF
LF
EA
LF

0.00% $53,429.51

0.00% $92,603.34

0.00% $163,'194.61

0.00% $83,943.60

0.00% $5,781.49

0.00% $18,132.73

0.00% $29,602.84

0.00% $3,347.75

0.00% $15,162.43
$71,239.35
$123,471,12
$217,592.81
$111,924.81
$7,708.65
$24,176.98
$39,470.45
$4,463.67
$20,216.57
$480,865.58
$833,430.07
$1,468,751.45
$755,492.43
$52,033.38
$163,194.61
$266,425.53
$30,129.77
$136,461.85
Z:\Shared\projecls\SAou42OOO\142079 Folsom SPtF lmplementation\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. cost l-3

Page 427 ends

08/22/2023 Item No.15.

Description

FOLSOM PLAN AREA
Bac khon e I nfrastru ctu re
2023 RemainingWo*
Construction Cost Estimate
Pipe
Size Oty. Unit Unit Gost
(in.)
Section
Storm Drain Pipelines (Continued)
Empire Ranch Road
ERR 3-SD
ERR 3-SD
ERR 4-SD
ERR s-SD
Rowberry Drive
ROW 1-SD
ROW2-SD
Mangini Parkway
MP 1-SD
MP 1-SD
MP 1-SD
MP 1-SD
Prairie City Road
PCR 1-SD
PCR 1-SD
PCR 1-SD
PCR 1-SD
PCR 2-SD
PCR 2-SD
PCR 3-SD
PCR 3-SD
36 24
15 12
$481.35
$300.87
$258.68
$231.26

0.00%

0.00%
Const.

Costs
$125,'150
$252,733
$217,287
$18,501
Percent
Gomplete
Soft Costs
(15Yol
Contingency
(20o/ol
Total
Remaining
Construction
Budget
Empire Ranch Road (Sta 145+80 to Sta 156+70)
Empire Ranch Road (Sta 145+80 to Sta 156+70)
Empire Ranch Road (Sta 156+70 to Sta',l65+00)
Empire Ranch Road (Sta 165+00 to Sta 170+60)
Rowberry Drive (Sta 1 00+60 to Sta 107+50)
Rowberry Drive (Sta 1 07+50 to Sta 1 13+90)
Mangini pakway (Sta 100+60 to Sta 150+20)
Mangini Parkway (Sta 100+60 to Sta 150+20)
ManginiParkway (Sta 100+60 to Sta 150+20)
Mangini Part<raray (Sta 100+60 to Sta 150+20)
Prairie City Road (Sta 1 1 3+60 to Sta 1 21 +80)
Prairie City Road (Sta 1 1 3+60 to Sta 1 21 +80)
72" Storm Drain Outfall Structure to Combo #2
72" Storm Drain Pipe Extended to Combo #2
Prairie City Road (Sta 121+80 to Sta 143+40)
Prairie City Road (Sta 121+80 to Sta 143+40)
Prairie City Road (Sta 143+40 to Sta '176+30)
Prairie City Road (Sta 143+40 to Sta 176+30)
LF
LF
LF
LF
LF
LF
260
840
840
80 700
350
$300.87
$231.26
$210,611
$80,942

0.00%

0.00%
$31,591.68
$12,141.24
$18,772.53
$37,910.01
$32,593.07
$2,775.14
$25,030.04
$50,546.69
$43,457.42
$3,700.19
$42,122.24
$16,188.32
$104,839.02
$34,145.12
$95,515.40
$97,232.08
$168,952.77
$341,190.13
$293,337.59
$24,976.26
$284,325.11
$109,271.13
$707,663.40
$230,479.53
$644,728.92
$656,316.54
$539,505.76
$959,230.84
$69,377.84
$274,874.94
$396,389.20
$1,014,268.67
$854,841.02
$190,608.29
24 12
42 15
48 36
42 48
72 72
36 48
30 18
1,010 LF
660 LF
820 LF
1,010 LF
$519.01
$258.68
$582.41
$481.35
$524,195
$170,726
$477,577
$486,1 60

0.00%

0.00%
$78,629.27
$25,608.84
$71,636.55
$72,924.06
770
1,220
1 230
610
1,290
1,810
520
LF
LF
EA
LF
LF
LF
LF
LF
$519.01
$582.41
$51,390.99
$885.27
$481.35
$s82.41
$349.84
$271.52
$399,634
$710,541
$s1,391
$203,611
$293,622
$751,310
$633,216
$1 41,1 91

0.00%

0.00%
$59,94s.08
$106,s81.20
$7,708.65
$30,541.66
$44,043.24
$112,696.52
$94,982.34
$21,178.70
$79,926.78
$142,108.27
$10,278.20
$40,722.21
$58,724.33
$1s0,262.03
$126,643.11
$28,238.27
Z:\Shared\Prcjects\SAc\'142OOO\142079 Fot$m SPIF lmplementation\23 SPIF Update\Data\Flemaining Work Estimate\FPA 2023 SPIF Remaining Work AveEge-Consl cod J-4

Page 428 ends

08/22/2023 Item No.15.

Description

FOLSOM PLAN AREA
Bac kb on e I nf rastru ctu re
2023 Remaining Work
C o n stru cti on Cost Esti m ate
Pipe
Size Otv. Unit Unit Cost
(in.)
Section
Storm Drain Pipelines (Continued)
Prairie City Road (Cont.)
PCR 3-SD
PCR 3-SD
PCR 4-SD
PCR 4-SD
PCR 4-SD
48" Storm Drain Outfall Structure to Combo #1
48" Storm Drain Pipe Extended to Combo #1
Prairie City Road (Sta 143+40 to Sta 176+30)
60" Storm Drain Outfall Structure to HMB #1
60" Storm Drain Pipe Extended to HMB #1
48 48
48 60
60 Const.

Costs
$32,1 1 9
$151,427
$879,441
$38,543
$'153,121
Percent
Gomplete
Soft Costs
(15Yol
Contingency
(20o/ol
Total
Remaining
Construction
Budget
Total Storm Drain Pipelines
Miscellaneous Strom Drainage lmprovements
Southeast Connector Bike Trail Triple 60-inch
Culvert Outfall Reconfig uration N/A 1 EA $'150,000.00
Miscellaneous Strom Drainage lmprovements
1EA
260 LF
1,510 LF
1EA
190 LF
$32,119.37
$582.41
$582.41
$38,543.25
$805.90

0.00% $4,817.91

0.00% $22,714.03

0.00% $131,916.08

0.00% $5,781.49

0.00% $22,968.13
$6,423.87
$30,285.37
$1 75,888.1 1
$7,708.65
$30,624.17
$43,361.15
$204,426.24
$1,187 ,244.73
$52,033.38
$206.713.17
$24,132,205.16
$202,500.00
$202,500.00
$150,000 0.00% $22,500.00 $30,000.00
Ztshared\prcjec{s\gAcu42OOO\142079 Fotsom SPIF lmplementation\23 SPIF Update\Data\Remaining Work Eslimate\FPA2023 SPIF Remaining WorkAverage-Const cos l-5

Page 429 ends

08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Combination Basin No. 1
Earthwork & Site Preparation
1 and 101,000 SF $0.08 $7.697.11 0.00Yo $7,697 .11
2 Import 5,000 CY $5.14 $2s,693.32 0.00o/o $2s,693.32
J Basin Finish 101,000 SF $0.64 $64,875.63 0.00o/o $64,875.63 4 48-inch RCP CL-IV Storm Drainage Pipeline 360 LF $400.64 $144,230.98 0.00Yo $144,230.98 5 48-inch Storm Drain Outfall Struct., Std. SD-20 1 EA $30,834.60 $30,834.60 0.00% $30,834.60 6 60-inch Storm Drain Manhole, Std. SD-28 I EA $16,899.8e $16,899.89 0.00o/o $16,899.89 7 Detention Basin Outlet Control Structure - Small I EA $256,9s5 $2s6,954.97 0.00o/o s256,9s4.97 8 Rock Rip Rap 100 CY $64.24 $6,424.42 0.00o/o $6,424.42 Detention Basin
9 l2-ft. Wide Concrete Access std. SD-23 I,700 SF $ 12.85 $21,839.32 0.00% $21,839.32 l0 6" Concrete w/#4 Bars 12" O.C. Each l,800 SF $12.85 $23,123.99 0.00Yo $23,123.99 11 20-ft. Wide A-6 std. RD-02 I EA $7,708.65 $7,708.6s 0.00Yo $7,708.65 12 Post & Cable Barrier, Std. LS-47 100 LF $23.12 $2,312.40 0.00Y. $2,312.40 13 20-ft. Wide Gate Std. LS-43 Gate 1 EA $7,708.65 $7,708.6s 0-00Yo $7,708.65 t4 l2-ft. Wide Basin Perimeter Road - 3" AC 17 '5' AB 11,400 SF $5.14 $58,580.77 0.00% $58,580.77 Landscape Improvements
15 Detention Basin Planting (Hydro-Seeding) 55,000 SF $0.07 $3,592.7r 0.00% $3,592.71 t6 Construction Area 33,000 SF $0.07 $2,155.63 0.00Yo $2,155.63 t7 Erosion Control Construction 101,000 SF $0.26 $26,390.09 0.00o/o $26,390.09 Total Construction Cost $707,024.00 s7o7o024.oo
Folsom Plan Area
Backbo ne I nfrastru ctu re
2023 Remaining Work
Co n stru ction Cost Esti m ate
Z:\Shared\projects\SA0\142000\142079 Folsom SPIF lmplemehtalion\23 SPIF Update\Data\Remaining Work Estimate\FPA 2023 SPIF Remaining Work Average-Const. Cost J-6

Page 430 ends

08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Combination Basin No. 2
Earthwork & Site Preparation
I Clearine and Grubbins 356,000 SF $0.08 $27,130.40 0.00Yo $27,130.40 2 Import 45,000 CY $5.14 $231.239.88 0.00o/o $231,239.88 J Basin Finish Grading 356,000 SF $0.64 $228,670.ss 0.00o/o $228,670.55 Drainage Improvements
4 48-inch RCP CL IV Storm Drain Pipe 26s LF $400.64 $106,170.02 43.40% $60,092.23 5 48-inch Storm Drain Erosion Control Outlet Structure 1 EA $30,834.60 $30,834.60 0.00Yo $30,834.60 6 7-ft.x7-ft. Concrete Junction Box I EA $52,675.77 $52,675.77 0.00Yo $52,67s.77 7 Detention Basin Outlet Control Structure - Large I EA $563,571.00 $563.571.00 0.00% $563,571.00 8 Rock Rip Rap 300 CY $64.24 $19,273.26 0.00o/o $19,273.26 Detention Basin Improvements
9 l2-ft. Wide Concrete Access Ramp, Std. Dwg. SD-23 7,200 SF $ 12.85 $92,495.9s 0.00% $92,495.95 10 Spillway, 6" Concrete W#4 Bars 12' O.C. Each Way I
"800 SF $ 12.8s $23,123.99 0.00% $23.123.99
l1 20-ft. Wide 4.-6 Driveway, Std. Dwg. RD-02 J EA $7,708.65 $23,125.95 0.00o/o $23,12s.9s 12 20-ft. Wide Pipe Gate Std. Dwg. LS-43 (Single Gate) J EA $7,708.65 $23,r2s.9s 0.00% $23,12s.9s 13 l2-ft. Wide Basin Perimeter Road - 3" AC 17.5' AB 22,000 SF $5.14 $l13,050.61 0.00% $113,050.61 Landscape Improvements
14 Detention Basin Plantine (Hydro-Seeding) l5 1,000 SF $0.07 s9,863.62 0.00o/o $9,863.62 15 Construction Area Seeding (Hydro-Seeding) 182,000 SF $0.07 $11,888.60 0.00o/o $ I 1,888.60 16 Erosion Control (Construction SWPPP) 356,000 SF $0.26 $93.018.53 0.00%;o $93,018.53 Total Construction Cost $1,649,259.00 s1.603"181.00
Folsom Plan Area
Bac kbo ne I nfrastructu re
2023 Remaining Work
Construction Cost Estimate
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08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Combination Basin No.3
Earthwork & Site Preparation
1 Clearing and Grubbing 160,000 SF $0.08 $12,193.44 0.00% $12,193.44 2 Excavation I 5,000 CY $8.99 $134,889.93 0.00% $134,889.93 J Basin Finish Grading 160,000 SF $0.64 9102,773.28 0.00% $t02,773.28 Drainage Improvements
4 60-inch RCP CL-N Storm Drainage Pipeline 120 LF $590.08 $70,809.05 0.00o/o $70,809.05 5 60-inch Storm Drain Outfall Structure, Std. SD.2O I EA $33,404.15 $3 3,404.15 0.00% $33,404.1 5 6 Detention Basin Outlet Control Sffucture - Medium 1 EA $450,856.80 $450,856.80 0.00% $450,856.80 Detention Basin Improvements
,7
l2-ft. Wide Concrete Access std. SD-23 2,300 SF $ r2.85 $29,547.32 0.00% s29,547.32 8 , 6" Concrete W#4 Bars 12" O.C. Each 5,000 SF $r2.85 $64,233.30 0.00% $64,233.30 9 20-ft. Wide 4'-6 Driveway, Std. Dwg. RD-02 I EA $7,708.65 $7,708.65 0.00% $7,708.65 l0 Removable Bollards, Std. Dwg. LS-42 2 EA $2,312.59 $4,62s.r9 0.00o/o s4,625.r9 1l Rock Rip Rap 670 CY $64.24 $43,043.61 0.00% $43,043.61 12 l2-ft. Wide Basin Perimeter Road - 3" AC 17.5' AB 19,260 SF $5. l4 $98,970.67 0.00o/o $98,970.67 Landscape Improvements
l3 Detention Basin 94,000 SF $0.07 s6,140.27 0.00% $6,140.27 14 Construction Area Seeding (Hydro-Seeding) 42,000 SF $0.07 $2,743.52 0.00% $2,743.52 15 Erosion Control (Construction SWPPP) 160.000 SF $0.26 $41.806.08 0.00% $41,806.08 Total Construction Cost $1,103,746.00 $1,103,746.00
Folsom Plan Area
B a c kbone I nfrastru ctu re
2023 Remaining Work
Construction Cost Esti mate
zr\sharedproj€cb\sAc\142000\142079 Fotsom SPtF tmptemenlatonp3 sPlF update\Data\Remaining work EsfimaleuPA2023 SPIF R€mainingWorkAverage-Const. cost J-B

Page 432 ends

08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Combination Basin No.4
Earthwork & Site Preparation
1 Clearins and Grubbing 50,000 SF $0.08 $3,810.45 0.00% $3,810.45 2 Import 5,000 CY $5. l4 $25,693.32 0.00% $25,693.32
J Basin Finish Grading 50,000 SF $0.64 $32,r 16.65 0.00% $32,r r6.65 Drainage Improvements
4 RCP CL-IV Storm 150 LF $400.64 $60,096.24 0.00% s60,096.24 5 Storm Drain Outfall Structure, Std. SD-20 1 EA $30,834.60 $30,834.60 0.00o/o $30,834.60 6 Basin Outlet Control Structure - Small I EA $256,955 $256,954.97 0.00% s256,954.97 Detention Basin Improvements
7 20-ft. Wide ,4,-6 Driveway, Std. Dwg. RD-02 EA $7,708.65 $7,708.65 0.00% $7,708.65 8 Post & Cable Banier, Std. Dwg. LS-47 430 EA s23.12 $9,943.31 0.00% $9,943.31 9 20-ft. wide Pipe Gate Std. Dwg. LS-43 (Single Gate) 1 LF $7,708.6s $7,708.65 0.00o/o $7,708.65 l0 Rock Rip Rap 20 CY s64.24 $1,284.88 0.00% $1,284.88
il l2-ft. Wide Basin Perimeter Road - 3'AC /7.5" AB 5,300 SF $5.14 s27,234.92 0.00% $27,234.92 Landscape Improvements
l2 Detention Basin Planting (Hydro-Seeding) 33,000 SF $0.07 $2,155.63 0.00o/o $2,r55.63 13 Construction Area Seeding (Hydro-Seeding) 12,000 SF $0.07 $783.86 0.00o/o $783.86 14 Erosion Control (Construction SWPPP) 50,000 SF $0.26 $13.064.40 0.00% $13,064.40 Total Construction Cost $479,391.00 $479,391.00
Folsom Plan Area
B ac k bone I nf rastru ctu re
2023 Remaining Work
Con stru cti on C ost Esti m ate
Z:\Sharedprojecb\SAc\142000\142079 Fotsom SPtF tmptemenlatonU3 SPIF Updato\Oata\RemainingWork EstmaieFPA2023 SPIF RemainingWorkAverage-Const Cost J-9

Page 433 ends

08/22/2023 Item No.15.

Description Quantity Ilnit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Combination Basin No. 5
Earthwork & Site Preparation
1 Clearing and Grubbing 249,600 SF $0.08 $19,021.77 0.00yo $19,021.77 2 Import 11,000 CY $5.14 $56,525.30 0.00% $56,525.30
3 Basin Finish Grading 249,600 SF $0.64 $160,326.32 0.00% $160,326.32 Drainage Improvements
4 48-inch RCP CL-IV Storm Drainage Pipeline 188 LF $400.64 $7s,320.62 100.00% $0.00 5 48-inch Storm Drain Outfall Structure, Std. Dwg. SD- 1 EA $30,834.60 $30,834.60 100.00% $0.00 6 Detention Basin Outlet Control Structure - Medium 1 EA $450,856.80 $450,856.80 100.00% $0.00 7 Rock Rip Rap 100 CY $64.24 $6,424.42 0.00o/o 96,424.42 Detention Basin Improvements
8 12-ft. Wide Concrete Access Ramp, Std. Dwg. SD-23 2,040 SF $12.85 $26,207.19 0.00% $26"207.19 9 Spillway, 6" Concrete w/#4 Bars 12" O.C. Each Way 1,400 SF $12.85 $17,985.32 0.00o/o $17,98s.32 10 20-ft. Wide A-6 Driveway, Std. Dwg. RD-02 2 EA $7,708.65 $ 15,4r7.30 0.00% $ 15,417.30 ll & Cable Barrier std. LS-47 520 LF s23.12 $12,024.47 0.00% s12,024.47 12 20-ft. Wide Pipe Gate Std. Dwg. LS-43 (Single Gate) 2 EA $7,708.65 $15,417.30 0.00% $ 15,417.30 l3 12-ft. Wide Basin Perimeter Road - 3" AC 17.5" AB 28,000 SF $5.14 $r43,882.59 15.43Yo $ 121,68 1 .5 1 Landscape Improvements
l4 Detention Basin Planting (Hydro-Seeding) 188,000 SF $0.07 $12,280.54 0.00% $12,280.54 l5 Construction Area Seeding (Hydro-Seeding) 3 1,000 SF $0.07 $2,024.98 0.00% $2,024.98 t6 Erosion Control (Construction SWPPP) 249,600 SF $0.26 $6s.217.48 0.00v, $6s,2r7.48 Total Construction Cost $1,109,767.00 $530,554.00
Folsom Plan Area
Ba ckbo ne lnfrastru ctu re
2023 Remaining Work
Constru cti on Cost Esti mate
Z:\Shar€d\projech\SAcu42000\142079FolsomSPIFlmplementation\23SPIFUpdate\Data\RemainingWorkEstimate\FPA2023SPIFRemainingWorkAverage-Const Cost J-10

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08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Detention Basin No. 1
Drainage Improvements
I 48-inch RCP CL-lV Storm Drainage Pipeline 310 I,F $400.64 $ 124,198.90 0.00% $124,198.90 2 48-inch Storm Drain Outfall Structure, Std. Dwg. SD-20 I EA $30,834.60 $30,834.60 0.00% $30,834.60 J Basin Outlet Control Structure - Medium 1 EA $450,856.80 $4s0,856.80 0.00o/o $450,856.80 4 Rock 200 CY 564.24 $12,848.84 0.00Yo $12.848.84
Total Construction $618,740.00 $618,740.00
Folsom Plan Area
B ac kbo ne I nfrastru ctu re
2023 Remaining Work
Con structio n C ost Esti m ate
Z:\S hared\proj€cts\SAC\1 42000\1 42079 Folsom S P t F tmptementalionU3 SP IF Updat€\Data\Remaining Wo rk Estimat€\FPA 2023 SP IF Romaining Work Averag€-Const Cost J- 11

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08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Detention Basin No.2
Earthwork & Site Preparation
1 Clearins and Grubbing 90,000 SF $0.08 $6,858.81 0.00% $6,858.81 2 Import 10,000 CY $5.14 $51,386.64 0.00% $5 I,386.64
J Finish 90,000 SF $0.64 $57,809.97 0.00o/o $57,809.97
4 Dewater Existing Pond 1 LS $6,423.87 $6,423.87 0.00% s6,423.87 4 Concrete Spillway & Energy Dissipater I LS $128,477.49 $128,477.49 0.00o/o $128,477.49 5 Rock Rip Rap 50 CY $64.24 $3,212.21 0.00Vo $3,212.21
Detention Basin Improvements
6 l2-ft. Wide Basin Perimeter Road - 3" AC 17.5" AB 5,000 SF $5.14 $25,693.32 0.00o/o $25,693.32 7 12'Wide x l5'Long Spillway Bridge I LS $69,377.84 $69,377.84 0.00o/o s69,377.84 8 Detention Basin Outlet Control Structure - Small I EA $256,9s4.97 $2s6,954.97 0.00o/o $2s6,954.97 Landscape Improvements
9 Detention Basin Planting (Hydro-Seeding) 23,000 SF $0.07 $r,502.41 0.00% $1,502.41 10 Construction Area Seeding (Hydro-Seeding) 60,000 SF $0.07 $3,919.32 0.00% $3,919.32 1l Erosion Control (Construction SWPPP) 90,000 SF $0.26 $23.sls.92 0.00v, $23,5r5.92 Total Construction Cost $635,133.00 $635,133.00
Folsom Plan Area
Backbone I nfrastructu re
2023 Remaining Work
Co nstru cti o n Cosf Estimafe
Z:\Shared\projects\SAC\142000\142079FolsomSPIFlmplementationu3SPIFupdate\Data\RemainingWorkEslimate\FPA2023SPIFRemainingWorkAverage-Const Cost J-t2

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08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Detention Basin No.3
Earthwork & Site Preparation
I Clearing and Grubbing 60,000 SF $0.08 $4,5',72.s4 0.00% s4,572.54 2 Import 10,000 CY $s.14 $51,3 86.64 0.00% $5 I ,3 86.64 -') Basin Finish Grading 60,000 SF $0.64 $38,539.98 0.00% $38,539.98 4 Dewater Existing Pond I LS $6,423.87 s6,423.87 0.00o/n $6,423.8',7 Drainage Improvements
5 Concrete Spillway & Energy Dissipater I LS s128,477.49 $128.477.49 0.00% s128,477.49 6 Rock Rip Rap 50 CY $64.24 $3,2r2.21 0.00o/o fi3,212.21 Detention Basin Improvements
7 l2-ft. Wide Basin Perimeter Road - 3" AC 17.5' AB 1,600 SF $5.1 4 $8,221.86 0.00% $8,221 .86 8 12' Wide x l5' Long Spillway Bridge 1 LS s69,377.84 $69,377.84 0.00% $69,377.84 9 Detention Basin Outlet Control Structure - Small I EA $2s6,9s4.97 s2s6,954.97 0.00% $2s6,9s4.97 Landscape Improvements
10 Detention Basin Planting (Hydro-Seeding) 25,000 SF $0.07 $1,633.05 0.00% $1,633.05 1t Construction Area Seeding (Hydro-Seeding) 35,000 SF $0.07 $2,286.27 0.00% $2,286.27 t2 Erosion Control (Construction SWPPP) 60,000 SF $0.26 $1s,677.28 0.00% $15,677.28 Total Construction Cost $586,765.00 $586,765.00
Folsom Plan Area
Bac kb o n e I nfrastru ctu re
2023 Remaining Work
Co n stru ctio n Cost Esti m ate
Zlshared\projects$Ac\l42000U420TSFotsomSP|Flmptemehtalionu3SPlFUpdate\Data\RemainingWorkEslimate\FPA2023SPlFRemainingWorkAverage-Consl Cost J-13

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08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Hydro-Modification Basin No. 1
Earthwork & Site Preparation
I Clearing and Grubbing 64,000 SF $0.08 $4,877.38 0.00% $4,877.38 2 Import 3,000 CY $5.14 $15,415.99 0.00o/o $15,415.99
J Basin Finish Grading 64,000 SF $0.64 $4 I, r 09.3 I 0.00% $4 1,109.3 1 Drainage Improvements
4 48-inch RCP CL-N Storm Drainage Pipeline 150 LF $400.64 $60,096.24 0.00o/o $60,096.24 5 48-inch Storm Drain Outfall Structure, Std. Dwg. SD-20 I EA $30,834.60 $30,834.60 0.00% $30,834.60 6 Detention Basin Outlet Control Structure - Small 1 EA s256,954.97 $2s6,954.97 0.00% $2s6,954.97 ,1
Rock Rip Rap 200 CY $64.24 $r2,848.84 0.00% $ 12,848.84 Detention Basin Improvements
8 l2-ft. Wide Concrete Access Ramp, Std. Dwg. SD-23 1.300 SF $ 12.85 $16,700.66 0.00% $ 16,700.66 9 Spillway, 6" Concrete il#4 Bars 72" O.C. Each Way 2,900 SF $r2.85 $37,255.31 0.00% $37,255.31 10 20-ft. Wide Pipe Gate Std. Dwg. LS-43 (Single Gate) I EA $7,708.65 $7,708.65 0.00o/o $7,708.65 11 l2-ft. Wide Basin Perimeter Road - 3" AC /7.5'AB 9,100 SF $5.14 s46,76r.84 0.00% s46,761.84 Landscape Improvements
12 Detention Basin Planting (Hydro-Seeding) 25,000 SF $0.07 $r,633.05 0.00o/o $1,633.05 13 Construction Area Seeding (Hydro-Seeding) 27,000 SF $0.07 $ l,763.69 0.00o/o 51,763.69 14 Erosion Control (Construction SWPPP) 64,000 SF $0.26 sl6,722.43 0.00% $r6.722.43 Total Construction Cost $550,683.00 $550,683.00
Folsom Plan Area
B ac kbone I nf rastru ctu re
2023 Remaining Work
Con stru ction Cost Esti m ate
Zlsharedprojeft\SAC\142000\142079 Fotsom SPIF lmplementatonp3 SPIF Updat€\Data\RemainingWork EBtmate$PA2023 SPIF RemainingWolkAverage-Consi. CGI J-t4

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08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
ro-Modification Basin No. 2
Earthwork & Site Preparation
I Clearing and Grubbing 48,000 SF $0.08 $3,658.03 0.00% $3,658.03 2 Import r 0,000 CY $5.14 $5 r ,386.64 0.00% $s 1,386.64 3 Basin Finish Grading 48,000 SF $0.64 $30,83 r .98 0.00% $30,831 .98 Drainage Improvements
4 36-inch RCP CL-IV Storm Drainage Pipeline 100 LF $276.s3 $27,6s2.98 0.00% $27,6s2.98 5 36-inch Storm Drain Outfall Structure, Std. Dwg. SD-20 1 EA $25,695.50 $25,695.50 0.00% $25,695.50 6 Detention Basin Outlet Control Structure - Small I EA $256,954.97 $2s6,9s4.97 0.00% s256,954.97 7 Rock Rin Rap 200 CY s64.24 $12,848.84 0.00o/o $12,848.84 Detention Basin Improvements
8 l2-ft. Wide Concrete Access Ramp, Std. Dwg. SD-23 I,300 SF $12.85 $ 16,700.66 0.00% $16,700.66 9 Spillway, 6" Concrete wl#4Bws 12' O.C. Each Way 1,600 SF $12.85 $20,554.66 0.00% s20,554.66 10 Removable Bollards, Std. Dwe. LS'42 2 EA s2,312.s9 $4,62s.r9 0.00% $4,62s.19 l1 & Cable std. LS-47 600 LF $23.12 s13,874.39 0.00% $13,874.39 t2 l2-ft. Wide Basin Perimeter Road - 3" AC 17.5' AB 9,100 SF $5.14 s46,761.84 0.00o/o $46,761.84 Landscape Improvements
13 Detention Basin Planting (Hydro-Seeding) 24,000 SF $0.07 $r,567.73 0.00% $r,s67.73 t4 Construction Area Seeding (Hydro-Seeding) 14,000 SF $0.07 $914.51 0.00% $914.51 l5 Erosion Control (Construction SWPPP) 48,000 SF $0.26 $12,54 r.82 0.00o/o $12,s41.82 Total Construction Cost $s26.570.00 $526,570.00
Folsom Plan Area
Ba c kbo n e I nf rastru ctu re
2023 Remaining Work
Construction Cost Esti mate
Ztshared\projeds\SAc\142000U42079 Fotsom SPtF tmpiementalionu3 SPIF Update\Data\Remaining Work Eslimate\FPA 2023 SPIF Remaining Work Average-const Cosi J- 15

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08/22/2023 Item No.15.

Description Quantity Unit Unit Price Total Cost Percent Complete
Total
Remaining
Construction
Budget
Hvdro-Modification Basin No. 3
Earthwork & Site Preparation
1 Clearing and Grubbing 46,000 SF $0.08 $3,505.61 0.00% $3,505.61 2 Excavation 16,000 CY $9.74 $155,901.84 0.00% $ 155,901.84 3 Basin Finish Grading 3 1,000 SF $0.64 $19,912.32 0.00% s19,9t2.32 Drainage Improvements
4 48-inch RCP CL-IV Storm Drainage Pipeline 240 LF $400.64 $96,153.98 0.00% $96,153.98 5 48-inch Storm Drain Outfall Structure, Std. Dwg. SD-20 I EA $30,834.60 $30,834.60 0.00Vo $30,834.60 6 6'x 6' Storm Drain Junction Box 2 EA $44,967.12 s89,934.24 0.00o/o s89,934.24 7 Detention Basin Outlet Control Structure - Small 1 EA $2s6,954.91 $2s6,9s4.97 0.00% s256,954.97 8 Rock Rip Rap 10 CY $64.24 $642.44 0.00Yo s642.44
Detention Basin Improvements
9 12-ft. Wide Concrete Access Ramp, Std. Dwg. SD-23 I,300 SF $12.8s s 16,700.66 0.00o/o $16,700.66 10 20-ft. Wide ,{-6 Driveway, Std. Dwg. RD-02 1 EA $7,708.65 $7,708.65 0.00% $7,708.65 ll Removable Bollards, Std. Dwg. LS-42 6 EA $2,3t2.s9 $13,875.57 0.00% $13,875.s7 12 Post & Cable Barier, Std. Dwg. LS-47 230 I,F $23.12 $5,318.52 0.00% $5,31 8.s2 l3 20-ft. Wide Pipe Gate Std. Dwg. LS-43 (Single Gate) 1 EA $7,708.65 $7,708.6s 0.00% $7,708.65 l4 l2-ft. Wide Basin Perimeter Road - 3" AC 17.5' AB 6,400 SF $5.1 4 $32,887.45 0.00% $32,887.45 Landscape Improvements
15 Detention Basin Planting (Hydro-Seeding) 27,000 SF $0.07 $ l,763.69 0.00% $1,763.69 16 Construction Area Seeding (Hydro-Seeding) 13,000 SF $0.07 $849.1 9 0.00% $849. l 9 17 Erosion Control (Construction SWPPP) 46,000 SF $0.26 $12,019.25 0.00% $12,019.25 Total Construction Cost $593,265.00 $752,672.00
Folsom Plan Area
B ac kbo n e I nf rastru ctu re
2023 Remaining Work
Co n stru cti o n Cost Esti m ate
Z:\Shared\P.qeds\SAC\l42000\142079 Folsom SPIF lmpl6montationP3 SPIF Update\Data\RemainingWod Estlmate\FPA2023 SPIF R€maining WorkAvorage-Const. Cost J-16

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Folsom City CouncilAugust 22, 2023

Folsom City Council
August 22, 2023